Rencana Anggaran Biaya Grand Neo Boulevard Regency

(1)

.

-

-Alamat Kantor : Jln. Malaka No.

Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

ANA"#$A %A&'A $AT(AN

P&)*+K

.

:

,TN

'&AN

,)("+A&

&+'+N/*

P+K+&JAAN

:

&(MA%

T*P+

3

")KA$#

.

:

Jln.

,)("+

A&

K+/

M)K)A(

K+".

KAM,(

T

A%(N

.

:

!018

N

o

J

e

n

i

s

P

e

k

e

r

2

2 a

a

n

$

a

t

u

a

n

#

n

d

e

k

s

%ara $atuan &56

,

a

h

a

n

(

5

5 a

a

h

I

I PEKERJAAN PENDAHULUAN PEKERJAAN PENDAHULUAN 1.1

1.1 A. Pemasangan 1m bouwplank A. Pemasangan 1m bouwplank

Bahan Bahan K Kaayyu u BBuunnddaar r ((HHuuttaann)) BBttgg 00..00112 2 55,,000000..000 0 6600..0000 P PaakkuuBBiiaassaa22""--55"" KKgg 00..002200 1177,,000000..0000 334400..0000 K Kaayyu u PPaappaan n 332200 !! 00..00007 7 11,,225500,,000000..000 0 ##,,775500..0000 Tenaga Tenaga $ $uukkaannggKKaayyuu %%HH 00..110000 4455,,000000..0000 44,,550000..0000 P

P&&kk&&rr''aa %%HH 00..110000 3355,,000000..0000 33,,550000..0000

K K&&ppaaa a $$uukkaanng g %%HH 00..00110 0 5500,,000000..000 0 550000..0000 ! !aannddrr %%HH 00..000055 4400,,000000..0000 220000..0000 Sub Total Sub Total 1780.001780.00 II

II PEKERJAAN TANAH PEKERJAAN TANAH 2.1

2.1

Tenaga

P

P&&kk&&rr''aa %%** 00..440000 3355,,000000..0000 1144,,000000..0000

! !aannddrr %%** 00..004400 5500,,000000..0000 22,,000000..0000 Sub Total Sub Total 1000.001000.00 2.2 2.2

Total %ara $atuan

&56

A. al!an T

A. al!an Tana" #!asa se$alam 1 m %mana" #!asa se$alam 1 m %m99 & &

#. U'ugan Kembal! %m

(2)

Tenaga

P

P&&kk&&rr''aa %%** 00..11++22 3355,,000000..0000 66,,772200..0000

! !aannddrr %%** 00..0011++ 4400,,000000..0000 776600..0000 7480.00 7480.00 2.3 2.3 Bahan Bahan P Paassiirrrruugg !! 11..220000 7700,,000000..0000 ##44,,000000..0000 Tenaga Tenaga P

P&&kk&&rr''aa %%** 00..330000 3355,,000000..0000 1100,,550000..0000

!

!aannddrr %%** 00..001100 5500,,000000..0000 550000..0000

Sub T

Sub Total otal 000.00000.00

2.4 2.4 Bahan Bahan P Paassiirrrruugg !! 11..220000 7700,,000000..0000 ##44,,000000..0000 Tenaga Tenaga P

P&&kk&&rr''aa %%** 00..000000 3355,,000000..0000 -

-$ $uukkaannggaaii %%** 00..330000 4455,,000000..0000 1133,,550000..0000 K K&&ppaaaa$$uukkaanngg %%** 00..330000 5500,,000000..0000 1155,,000000..0000 ! !aannddrr %%** 00..001100 4400,,000000..0000 440000..0000 Sub T

Sub Total otal 11!00.0011!00.00

2.5 2.5 Bahan Bahan $ $aannaa**uurruugg !! 11..220000 3300,,000000..0000 3366,,000000..0000 Tenaga Tenaga P

P&&kk&&rr''aa %%** 00..330000 3355,,000000..0000 1100,,550000..0000

!

!aannddrr %%** 00..001100 5500,,000000..0000 550000..0000

Sub T

Sub Total otal 47000.0047000.00

III

III PEKERJAAN P(NDASI PEKERJAAN P(NDASI 3.1

3.1 A. Pasangan Pon$as! #atu Kosong %aantstamp!ng& A. Pasangan Pon$as! #atu Kosong %aantstamp!ng&

Bahan Bahan B Baattuu!!rraa !! 11..220000 660000,,000000..0000 772200,,000000..0000 P Paassiirrrruugg !! 00..330000 7700,,000000..0000 2211,,000000..0000 Tenaga Tenaga P

P&&kk&&rr''aa %%** 00..77##00 3355,,000000..0000 2277,,330000..0000

$ $uukkaannggBBaattuu %%** 00..33++00 4455,,000000..0000 1177,,555500..0000 K K&&ppaaaa$$uukkaanngg %%** 00..0033++ 4455,,000000..0000 11,,775555..0000 ! !aannddrr %%** 00..0033++ 5500,,000000..0000 11,,++5500..0000

). U'ugan Pas!' #awa" Pon$as! %m

). U'ugan Pas!' #awa" Pon$as! %m99 & &

A. U'ug Pas!' #awa" Lanta! %m

A. U'ug Pas!' #awa" Lanta! %m99 & &

D. U'ugan T

(3)

Sub Total 78.00 3.2 Bahan Batu!ra ! 1.100 600,000.00 660,000.00 /&&n Prtand Kg 136.000 1,260.00 171,360.00 PasirPasang ! 0.544 350,000.00 1+0,400.00 Tenaga P&k&r'a %* 1.500 35,000.00 52,500.00 $ukangBatu %* 0.600 45,000.00 27,000.00 K&paa$ukang %* 0.060 50,000.00 3,000.00 !andr %* 0.075 40,000.00 3,000.00 Sub Total 1107!0.00 3.3 Bahan Batu!ra ! 1.100 600,000.00 660,000.00 /&&n Prtand Kg 163.000 1,260.00 205,3#0.00 PasirPasang ! 0.520 350,000.00 1#2,000.00 Tenaga P&k&r'a %* 1.500 35,000.00 52,500.00 $ukangBatu %* 0.600 45,000.00 27,000.00 K&paa$ukang %* 0.060 50,000.00 3,000.00 !andr %* 0.075 40,000.00 3,000.00 Sub Total 113!880.00

I* PEKERJAAN DINDIN

4.1 A. Pasangan Tembok #ata +e'a" Tebal 1 #ata 1P,-Ps' Bahan Bata !&ra* 5  10  20  B* 140.000 500.00 70,000.00 /&&n Prtand Kg 22.200 1,260.00 27,+72.00 PasirPasang ! 0.102 350,000.00 35,700.00 Tenaga P&k&r'a %* 0.650 35,000.00 22,750.00 $ukangBatu %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.020 50,000.00 1,000.00 !andr %* 0.030 40,000.00 1,200.00 Sub Total 17!!.00

4.2 #. Pasangan Tembok #ata +e'a" Tebal 1 #ata 1P,-/Ps #. Pasangan Pon$as! #atu unung 1 P,-  Ps %m9 &

(4)

Bahan Bata !&ra* 5  10  20  B* 140.000 500.00 70,000.00 /&&n Prtand Kg 26.450 1,260.00 33,327.00 PasirPasang ! 0.0+# 350,000.00 34,300.00 Tenaga P&k&r'a %* 0.650 35,000.00 22,750.00 $ukangBatu %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.020 50,000.00 1,000.00 !andr %* 0.030 40,000.00 1,200.00 Sub Total 17177.00 4.3 Bahan Bata !&ra* 5  10  20  B* 70.000 500.00 35,000.00 /&&nPrtand Kg +.6#0 1,260.00 12,1+6.#0 PasirPasang ! 0.045 350,000.00 15,750.00 Tenaga P&k&r'a %* 0.320 35,000.00 11,200.00 $ukangBatu %* 0.100 45,000.00 4,500.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.015 40,000.00 600.00 Sub Total 774.80 4.4 Bahan Bata !&ra* 5  10  20  B* 70.000 500.00 35,000.00 /&&n Prtand Kg 11.500 1,260.00 14,4+0.00 PasirPasang ! 0.043 350,000.00 15,050.00 Tenaga P&k&r'a %* 0.320 35,000.00 11,200.00 $ukangBatu %* 0.100 45,000.00 4,500.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.015 40,000.00 600.00 Sub Total 81340.00

* PEKERJAAN PLESTERAN DINDIN 5.1 A. Pleste'an D!n$!ng 1P,-/Ps' tebal 1 mm

Bahan

/&&nPrtand Kg 5.200 1,260.00 6,552.00

). Pasangan Tembok #ata +e'a" Tebal #ata 1P,-Ps'

(5)

PasirPasang ! 0.020 600,000.00 12,000.00 Tenaga P&k&r'a %* 0.200 35,000.00 7,000.00 $ukangBatu %* 0.150 45,000.00 6,750.00 K&paa$ukang %* 0.015 50,000.00 750.00 !andr %* 0.010 40,000.00 400.00 Sub Total 334!.00 5.2 #. Pleste'an D!n$!ng 1P,-0Ps' tebal 1 mm Bahan /&&nPrtand Kg 7.070 1,260.00 #,+0#.20 PasirPasang ! 0.021 600,000.00 12,600.00 Tenaga P&k&r'a %* 0.260 35,000.00 +,100.00 $ukangBatu %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.020 50,000.00 1,000.00 !andr %* 0.013 40,000.00 520.00 Sub Total 411!8.!0 *I PEKERJAAN KAU 6.1 Bahan

Kayu Bak 'ati (Puti*) ! 1.100 2,600,000.00 2,#60,000.000

Tenaga P&k&r'a %* 6.000 35,000.00 210,000.00 $ukangKayu %* 20.000 45,000.00 +00,000.00 K&paa$ukang %* 2.000 50,000.00 100,000.00 !andr %* 0.300 40,000.00 12,000.00 Sub Total 408!000.00 6.2 Bahan

Papan Kayu ati Puti* ! 0.035 2,600,000.00 +1,000.00

Tenaga

P&k&r'a %* 0.#00 35,000.00 2#,000.00

$ukangKayu %* 2.000 45,000.00 +0,000.00

K&paa$ukang %* 0.200 50,000.00 10,000.00

!andr %* 0.040 40,000.00 1,600.00

A. +embuat Kusen P!ntu $an Jen$ela Ka2u Jat! Put!" %m9 &

(6)

Sub Total !!000.00 *II PEKERJAAN #ET(N

7.1 Bahan Kayu Papan 1520 ! 0.270 1,250,000.00 337,500.00 Paku Biasa 2"-5" Kg 2.000 17,000.00 34,000.00 B&si B&tn (Ps) Kg 200.000 11,0#1.00 2,216,200.00 KaatB&tn Kg 3.000 15,500.00 46,500.00 /&&n Prtand Kg 323.000 1,260.00 406,+#0.00 PasirPasang ! 0.520 350,000.00 1#2,000.00 KraB&tn ! 0.7#0 100,000.00 7#,000.00 Tenaga P&k&r'a %* 4.#50 35,000.00 16+,750.00 $ukangBatu %* 0.350 45,000.00 15,750.00 $ukangKayu %* 1.560 45,000.00 70,200.00 $ukangB&si %* 1.400 45,000.00 63,000.00 K&paa$ukang %* 0.331 50,000.00 16,550.00 !andr %* 0.170 40,000.00 6,#00.00 Sub Total 343!30.00 7.2 Bahan Kayu Papan 1520 ! 0.400 1,250,000.00 500,000.00 Paku Biasa 2"-5" Kg 4.000 17,000.00 6#,000.00 B&si B&tn (Ps) Kg 300.000 25,000.00 7,500,000.00 KaatB&tn Kg 4.500 15,500.00 6+,750.00 /&&n Prtand Kg 323.000 1,260.00 406,+#0.00 PasirPasang ! 0.520 350,000.00 1#2,000.00 KraB&tn ! 0.7#0 100,000.00 7#,000.00 k&n Kayu  #-10400  Btg 20.000 25,000.00 500,000.00 Tenaga P&k&r'a %* 7.300 35,000.00 255,500.00 $ukangBatu %* 0.350 45,000.00 15,750.00 $ukangKayu %* 3.300 45,000.00 14#,500.00 $ukangB&si %* 2.100 45,000.00 +4,500.00 K&paa$ukang %* 0.570 50,000.00 2#,500.00 !andr %* 0.250 40,000.00 10,000.00 Sub Total 87480.00

A. +embuat sloo3 #eton #e'tulang %455Kg bes!6bek!st!ng& %m9 &

(7)

7.3 Bahan Kayu Papan 1520 ! 0.003 1,250,000.00 3,750.00 PakuBiasa2"-5" Kg 0.020 17,000.00 340.00 B&si B&tn (Ps) Kg 3.600 24,436.00 #7,+6+.60 KaatB&tn Kg 0.050 15,500.00 775.00 /&&nPrtand Kg 5.500 1,260.00 6,+30.00 PasirPasang ! 0.00+ 350,000.00 3,150.00 KraB&tn ! 0.015 100,000.00 1,500.00 Tenaga P&k&r'a %* 0.100 35,000.00 3,500.00 $ukangBatu %* 0.033 45,000.00 1,4#5.00 $ukangKayu %* 0.033 45,000.00 1,4#5.00 $ukangB&si %* 0.033 45,000.00 1,4#5.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.005 40,000.00 200.00 Sub Total 1130.0

7.4 D. +embuat R!ngbalk #eton #e'tulang %455 Kg 6 #akest!ng& Bahan Kayu Papan 1520 ! 0.320 1,250,000.00 400,000.00 Paku Biasa 2"-5" Kg 3.200 17,000.00 54,400.00 B&si B&tn (Ps) Kg 200.000 11,0#1.00 2,216,200.00 KaatB&tn Kg 3.000 15,500.00 46,500.00 /&&n Prtand Kg 323.000 1,260.00 406,+#0.00 PasirPasang ! 0.520 350,000.00 1#2,000.00 KraB&tn ! 0.7#0 100,000.00 7#,000.00 Tenaga P&k&r'a %* 5.+60 35,000.00 20#,600.00 $ukangBatu %* 0.350 45,000.00 15,750.00 $ukangKayu %* 2.#00 45,000.00 126,000.00 $ukangB&si %* 1.400 45,000.00 63,000.00 K&paa$ukang %* 0.455 50,000.00 22,750.00 !andr %* 0.20# 40,000.00 #,320.00 Sub Total 38!800.00 7.5 Bahan /&&n Prtand Kg 232.000 1,260.00 2+2,320.00 PasirPasang ! 0.520 350,000.00 1#2,000.00

). +embuat R!ngbalk #e'tulang %1571,m& %m9 &

(8)

KraB&tn ! 0.7#0 100,000.00 7#,000.00 Tenaga P&k&r'a %* 1.650 35,000.00 57,750.00 $ukangBatu %* 0.250 45,000.00 11,250.00 K&paa$ukang %* 0.025 50,000.00 1,250.00 !andr %* 0.0#0 40,000.00 3,200.00 Sub Total !770.00

7.6 8. +embuat Plat #eton #e'tulang %15 Kg 6 #akest!ng& Bahan Kayu Papan 1520 ! 0.240 1,250,000.00 300,000.00 Paku Biasa 2"-5" Kg 3.200 17,000.00 54,400.00 B&si B&tn (Ps) Kg 150.000 11,0#1.00 1,662,150.00 KaatB&tn Kg 2.250 15,500.00 34,#75.00 /&&n Prtand Kg 323.000 1,260.00 406,+#0.00 PasirPasang ! 0.520 350,000.00 1#2,000.00 KraB&tn ! 0.7#0 100,000.00 7#,000.00 Tenaga P&k&r'a %* 5.600 35,000.00 1+6,000.00 %* 0.350 45,000.00 15,750.00 $ukangKayu %* 2.640 45,000.00 11#,#00.00 $ukangB&si %* 1.050 45,000.00 47,250.00 K&paa$ukang %* 0.400 50,000.00 20,000.00 !andr %* 0.1+3 40,000.00 7,720.00 Sub Total 31!3!.00 7.7 Bahan /&&n Prtand Kg 10.000 1,260.00 12,600.00 PasirPasang ! 0.026 350,000.00 +,100.00 Kra Kg 0.044 100,000.00 4,400.00 Tenaga P&k&r'a %* 1.150 35,000.00 40,250.00 $ukangBatu %* 0.020 45,000.00 +00.00 K&paa$ukang %* 0.002 50,000.00 100.00 !andr %* 0.006 40,000.00 240.00 Sub Total 70.00

*III PEKERJAAN RANKA ATAP $an ATAP

(9)

#.1 A. Atap enteng Saku'a Roo3 Bahan

tap /urya 8 /akura 8 !&ta 8 B* 1.620 #+,+00.00 145,63#.00

Tenaga

P&k&r'a %* 0.040 35,000.00 1,400.00

$ukangBa'aingan %* 0.032 45,000.00 1,440.00

K&paa$ukang %* 0.003 50,000.00 160.00

!andr %* 0.006 40,000.00 240.00

Sub Total 148878.00

#.2 #. Rangka #a:a R!ngan Bahan

angkatapBa'aingan B* 1.000 136,000.00 136,000.00

i9&rt/krup Kg 0.300 17,200.00 5,160.00

Tenaga

P&k&r'a %* 0.100 35,000.00 3,500.00

$ukangBa'aingan %* 0.150 45,000.00 6,750.00

K&paa$ukang %* 0.015 50,000.00 750.00

!andr %* 0.015 40,000.00 600.00

Sub Total 1!70.00

I7 PEKERJAAN PLA8(ND +.1 A. 1+; Rangka Pla3on$ 2psun

Bahan

angka Pa8nd !: 1.000 4+,#00.00 4+,#00.00

Tenaga

P&k&r'a %* 0.120 35,000.00 4,200.00

$ukangBa'aingan %* 0.0#5 45,000.00 3,#25.00

K&paa$ukang %* 0.012 50,000.00 600.00

!andr %* 0.005 40,000.00 20#.00

Sub Total 833.00

+.2 #. 1+; Pla3on$ 2psun Bahan

Pa8nd Kasi Bard !: 0.375 65,000.00 24,375.00

i9&rt Baut /krup Kg 0.200 17,200.00 3,440.00

Tenaga

(10)

$ukangBa'aingan %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.010 40,000.00 400.00 Sub Total 41!1.00 +.3 ). 1+< L!st Pla3on$ Bahan

;ist Pr8i Pa8nd !< 1.100 2,500.00 2,750.00

PakuBiasa2"-5" Kg 0.025 17,000.00 425.00

Tenaga

P&k&r'a %* 0.020 35,000.00 700.00

$ukangBa'aingan %* 0.040 45,000.00 1,#00.00

K&paa$ukang %* 0.007 50,000.00 350.00

!andr %* 0.005 40,000.00 200.00

Sub Total !!.00

7 PEKERJAAN PENUTUP LANTAI $an DINDIN 10.1 Bahan K&raik 4040  !: 1.100 57,000.00 62,700.00 /&&n Prtand Kg 11.3#0 1,260.00 14,33#.#0 PasirPasang ! 0.042 350,000.00 14,700.00 Tenaga P&k&r'a %* 0.620 35,000.00 21,700.00 $ukangBatu %* 0.250 45,000.00 11,250.00 K&paa$ukang %* 0.035 50,000.00 1,750.00 !andr %* 0.030 40,000.00 1,200.00 Sub Total 1!738.80 10.2 Bahan K&raik 2020  !: 1.100 61,000.00 67,100.00 /&&n Prtand Kg 11.3#0 1,260.00 14,33#.#0 PasirPasang ! 0.042 350,000.00 14,700.00 /&&n=arna Kg 1.500 6#,000.00 102,000.00 Tenaga P&k&r'a %* 0.620 35,000.00 21,700.00 $ukangBatu %* 0.250 45,000.00 11,250.00 K&paa$ukang %* 0.035 50,000.00 1,750.00

A. Pasang Lanta! Ke'am!k /57/5 ,m %m; &

(11)

!andr %* 0.030 40,000.00 1,200.00 Sub Total !34038.80 10.3 Bahan inding K&raik 1020  !: 1.100 6#,000.00 74,#00.00 /&&n Prtand Kg 11.3#0 1,260.00 14,33#.#0 PasirPasang ! 0.042 350,000.00 14,700.00 /&&n=arna Kg 1.500 15,700.00 23,550.00 Tenaga P&k&r'a %* 0.620 35,000.00 21,700.00 $ukangBatu %* 0.250 45,000.00 11,250.00 K&paa$ukang %* 0.035 50,000.00 1,750.00 !andr %* 0.030 40,000.00 1,200.00 Sub Total 13!88.80

7I PEKERJAAN KUN)I $an KA)A 11.1 A. Pasang Kun,! Tanam #!asa %#"&

Bahan

Kuni $ana Biasa B* 1.000 +5,000.00 +5,000.00

Tenaga P&k&r'a %* 0.010 35,000.00 350.00 $ukangKayu %* 0.500 45,000.00 22,500.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.005 40,000.00 200.00 Sub Total 1180.00

11.2 #. Pasang Engsel p!ntu %#"& Bahan >ngs&Pintu B* 1.000 10,000.00 10,000.00 Tenaga P&k&r'a %* 0.015 35,000.00 525.00 $ukangKayu %* 0.150 45,000.00 6,750.00 K&paa$ukang %* 0.015 50,000.00 750.00 !andr %* 0.001 40,000.00 30.00 Sub Total 180.00

11.3 ). Pasang Engsel Jen$ela Kupu=kupu %#"& Bahan

>ngs&&nd&a B* 1.000 10,000.00 10,000.00

(12)

Tenaga P&k&r'a %* 0.010 35,000.00 350.00 $ukangKayu %* 0.500 45,000.00 22,500.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.005 40,000.00 200.00 Sub Total 330.00

11.4 D. Pasang Ka!t Ang!n Bahan Kait ngin B* 1.000 7,000.00 7,000.000 Tenaga P&k&r'a %* 0.015 35,000.00 525.00 $ukangKayu %* 0.150 45,000.00 6,750.00 K&paa$ukang %* 0.015 50,000.00 750.00 !andr %* 0.001 40,000.00 30.00 Sub Total 10.00

11.5 E. Pasang 'an$el %#"& Bahan rand& B* 1.000 25,000.00 25,000.00 Tenaga P&k&r'a %* 0.020 35,000.00 700.00 $ukangKayu %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.020 50,000.00 1,000.00 !andr %* 0.002 40,000.00 #0.00 Sub Total 3780.00 11.6 Bahan Kaa t&?a 5  !: 1.100 150,000.00 165,000.000 Tenaga P&k&r'a %* 0.015 35,000.00 525.00 $ukangKayu %* 0.150 45,000.00 6,750.00 K&paa$ukang %* 0.015 50,000.00 750.00 !andr %* 0.002 40,000.00 60.00 Sub Total 17308.00 11.7 Bahan Kaa =ir&gass 3  !: 1.100 125,000.00 137,500.00

8. Pasang Ka,a w!'eglass tebal  mm %m; &

(13)

Tenaga P&k&r'a %* 0.015 35,000.00 525.00 $ukangKayu %* 0.150 45,000.00 6,750.00 K&paa$ukang %* 0.015 50,000.00 750.00 !andr %* 0.002 40,000.00 60.00 Sub Total 148.00

7II PEKERJAAN PENE)ATAN 12.1

Bahan

@at !&ny Kg 0.200 30,400.00 6,0#0.00

pas ;?r 0.400 5,000.00 2,000.00

@at asar Kg 0.170 -

-@at p&nutup 2 kai Kg 0.260 #5,000.00 22,100.00

!inyak @at ;tr 0.150 10,000.00 1,500.00 Kuas 3" B* 0.050 7,000.00 350.00 Tenaga P&k&r'a %* 0.070 35,000.00 2,450.00 $ukang @at %* 0.00+ 45,000.00 405.00 K&paa$ukang %* 0.006 50,000.00 300.00 !andr %* 0.003 40,000.00 100.00 Sub Total 3!8.00 12.2 Bahan Pair Kg 0.100 3,600.00 360.00 @atasar Kg 0.100 -

-@at p&nutup 2 kai Kg 0.260 +,250.00 2,405.00

Tenaga P&k&r'a %* 0.020 35,000.00 700.00 $ukang @at %* 0.063 45,000.00 2,#35.00 K&paa$ukang %* 0.006 50,000.00 300.00 !andr %* 0.003 40,000.00 100.00 Sub Total 700.00 12.3 Bahan @atPa8nd Kg 0.200 11,250.00 2,250.00 PairKrnis Kg 0.160 3,750.00 600.00

A. Penge,atan Ka2u %m; &

#. Penge,atan Tembok %m; &

(14)

 at B* 0.010 32,500.00 325.00 /t&g&r=&rk ;s 1.000 1,000.00 1,000.00 p&as ;?r 0.500 5,000.00 2,500.00 Tenaga P&k&r'a %* 0.200 35,000.00 7,000.00 $ukang @at %* 0.300 45,000.00 13,500.00 K&paa$ukang %* 0.030 50,000.00 1,500.00 !andr %* 0.010 40,000.00 400.00 Sub Total !07.00 12.4 Bahan @atPa8nd Kg 0.130 11,250.00 1,462.50 PairKrnis Kg 0.110 3,750.00 412.50  at B* 0.100 32,500.00 3,250.00 Steger Werk ;s 0.670 1,000.00 670.00 Ampelas ;?r 0.330 5,000.00 1,650.00 Tenaga P&k&r'a %* 0.130 35,000.00 4,550.00 $ukang @at %* 0.200 45,000.00 +,000.00 K&paa$ukang %* 0.020 50,000.00 1,000.00 !andr %* 0.010 40,000.00 400.00 Sub Total !!3.00

7III PEKERJAAN INSTALASI LISTRIK 13.1 A. Pen2ambungan L!st'!k PLN 4/55 watt %LS&

P&nya?unganP;A ;s 1.000 1,500,000.00 100000.00

13.2 #. Pemasangan Lampu SL 14 ?att %#"&

;apu/;12=att B* 1.000 35,000.00 3000.00

13.3 ). Pemasangan Lampu SL 15 ?att %#"&

;apu/;10=att B* 1.000 25,000.00 !000.00

13.4 D. Pemasangan Seke'!ng 'oup %#"&

/&k&ringrup B* 1.000 25,000.00 !000.00

13.5 E. Pemasangan Stop Kontak %#"&

/tpkntak B* 1.000 6,000.00 000.00

13.6 8. Pemasangan Sakela' Tunggal %#"&

/ak&ar$ungga B* 1.000 6,000.00 000.00

13.7 . Pemasangan Sakela' an$a %#"&

/ak&aranda B* 1.000 6,500.00 00.00

(15)

7I* PEKERJAAN SANITASI 14.1 A. +emasang Kloset Jongkok

Bahan Ks&tngkkPrs&&n B* 1.000 1,700,000.00 1,700,000.00 /&&nPrtand Kg 6.000 1,260.00 7,560.00 PasirPasang 0.010 350,000.00 3,500.00 Tenaga P&k&r'a %* 1.000 35,000.00 35,000.00 $ukangBatu %* 1.500 45,000.00 67,500.00 K&paa$ukang %* 1.500 50,000.00 75,000.00 !andr %* 0.160 40,000.00 6,400.00 Sub Total 1840.00 14.2 Bahan Kranir ?* 1.000 16,000.00 16,000.00 Tenaga P&k&r'a %* 0.010 35,000.00 350.00 $ukangBatu %* 0.100 45,000.00 4,500.00 K&paa$ukang %* 0.010 50,000.00 500.00 !andr %* 0.005 40,000.00 200.00 Sub Total !10.00 14.3 Bahan PipaP@ < 1.200 16,250.00 1+,500.00 Tenaga P&k&r'a %* 0.0#1 35,000.00 2,#35.00 $ukangBatu %* 0.135 45,000.00 6,075.00 K&paa$ukang %* 0.014 50,000.00 675.00 !andr %* 0.004 40,000.00 164.00 Sub Total !!4.00 14.4 Bahan PipaP@ !< 1.200 11,250.00 13,500.00 Tenaga P&k&r'a %* 0.036 35,000.00 1,260.00 !3

#. +emasang K'an A!'< = atau >= %#"&

). +emasang p!pa P*) t!pe A?< 0@ %m? &

(16)

(17)

K&paa$ukang %* 0.006 50,000.00 300.00 !andr %* 0.002 40,000.00 72.00 Sub Total 1783!.00 14.5 Bahan PipaP@ !< 1.200 6,750.00 #,100.00 Tenaga P&k&r'a %* 0.036 35,000.00 1,260.00 $ukangBatu %* 0.060 45,000.00 2,700.00 K&paa$ukang %* 0.006 50,000.00 300.00 !andr %* 0.002 40,000.00 72.00 Sub Total 1!43!.00

14.6 8. +emasang #ak kont'ol Pas #atu #ata /7/ ,m %#"& Bahan BatuBata 0.250 500.00 125.00 /&&nPrtand Kg 77.000 1,260.00 +7,020.00 PasirPasang 0.130 350,000.00 45,500.00 BatuK&riki 0.020 11,0#1.00 221.62 B&siB&tn Kg 2.600 350,000.00 +10,000.00 Tenaga P&k&r'a %* 1.420 35,000.00 4+,700.00 $ukangBatu %* 0.473 45,000.00 21,2#5.00 K&paa$ukang %* 0.047 50,000.00 2,350.00 !andr %* 0.071 40,000.00 2,#40.00 Sub Total 11!041.!

14.7 . +emasang Salu'an 1745 ,m %#"& Bahan BatuBata 0.050 500.00 24.75 /&&nPrtand Kg 3.+20 1,260.00 4,+3+.20 PasirPasang 0.056 350,000.00 1+,600.00 Pasirrug 0.024 70,000.00 1,6#0.00 Tenaga P&k&r'a %* 0.140 35,000.00 4,+00.00 $ukangBatu %* 0.070 45,000.00 3,150.00 K&paa$ukang %* 0.007 50,000.00 350.00 !andr %* 0.007 40,000.00 2#0.00 Sub Total 34!3.

E. +emasang p!pa P*) t!pe A?< 14@ %m? &

!3 !3 !3 !3 !3 !3

(18)

PT. ZAM-ZAM SULTRA

Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

A@TA& (PA% ,A%AN  A"AT

P&)*+K

: ,TN '&AN ,)("+A& &+'+N/*

P+K+&JAAN

: &(MA% T*P+ 3

")KA$#

: Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N

: !018

No

Tenaa

$atuan

%ara &56

1 P&k&r'a

%*

_p

_35,000.00

2 $ukang

Batu

%*

_p

_45,000.00

3 $ukang

Kayu

%*

_p

_45,000.00

4 $ukang

@at

%*

_p

_45,000.00

5 $ukang

Ba'a

ingan

%*

_p

_45,000.00

6 $ukang

B&si

%*

_p

_45,000.00

7 $ukang

ai

%*

_p

_45,000.00

#

K&paa

$ukang

%*

_p

_50,000.00

+

!andr

%*

_p

_40,000.00

No

,ahan

$atuan

%ara &56

1 Paku

Biasa

2"-5"

Kg

_p

_17,000.00

2 Kayu

Papan

320

!

_p

_1,250,000.00

3 Kayu

(unung)

Btg

_p

_5,000.00

4 Pasir

rug

!

_p

_70,000.00

5 Batu

!ra

(unung)

!

_p

_600,000.00

6 /&&n

Prtand

Kg

_p

_1,260.00

7 Pasir

Aa?

!

_p

_350,000.00

#

Bata

!&ra*

5 C

10 C

20 

B*

_p

_500.00

+

Pasir

P*ara

!

_p

_600,000.00

10 Kran ir

B*

_p

_16,000.00

11 Kayu

Bak

(ati

Puti*)

!

_p

_2,600,000.00

12 Kayu

Papan

(ati

Puti*)

!

_p

_2,600,000.00

13 Pipa

P@

=



3 !<

p

16,250.00

14 Pipa

P@

=



1 15

!<

p

11,250.00

15 pas

;?r

_p

_5,000.00

16 k&n Kayu  #-10400 

Btg

_p

_25,000.00

17 B&si



6 Kg

_p

_24,436.00

1#

B&si



10 Kg

_p

_11,0#1.00

1+

i9&rt



/krup

Kg

p

17,200.00

20 Kra

B&tn

(K&riki)

!

_p

_100,000.00

21 >ngs&

Pintu

B*

_p

_10,000.00

22 /&&n

=arna

(Aat)

B*

p

15,700.00

23 ir

;tr

_p

_50,000.00

24 Pair Pa8n (pus Krnis)

Kg

p

3,750.00

25 &ng

!D

p

35,000.00

26 i?su

;?r

_p

_65,000.00

27 $ana*

rug

!

_p

_30,000.00

2#

Pair

$&?k

(pus)

Kg

p

3,600.00

2+

Ks&t

ngkk

Prs&&n

B*

p

1,700,000.00

30 Pipa

P@

=



12

!<

p

6,750.00

31 tap

/pand&k

B*

p

#+,+00.00

(19)

33 Kaat

B&tn

(B&nrat)

Kg

_p

_15,500.00

34 angka

tap

Ba'a

ingan

!:

_p

_136,000.00

35 ;ist Pr8i Pa8nd

!D

p

2,500.00

36 K&raik

4040



!:

_p

_57,000.00

37 K&raik

2525



!:

_p

_61,000.00

3#

K&raik

1020



!:

_p

_6#,000.00

3+

Kuni

Pintu

2 /tak

/&t

_p

_+5,000.00

40 >ngs& &nd&a

B*

_p

_10,000.00

41 rand&

B*

_p

_25,000.00

42 Kaa

=ir&gass

3 

!:

_p

_125,000.00

43 Kaa

=ir&gass

5 

!:

_p

_150,000.00

44 @at !&ny Kayu

Kg

p

30,400.00

45 @at Kayu (Prpand)

Kg

p

#5,000.00

46 B&nsin

;tr

p

10,000.00

47 @at

P&nutup

(t&C)

Kg

p

+,250.00

4#

Kuas 

B*

p

32,500.00

4+

/t&g&r

=&rk

;s

_p

_1,000.00

50 !&t&ran

1700

=att

;s

_p

_1,500,000.00

51 ;apu

/;

12 =att

B*

_p

_35,000.00

52 ;apu

/;

10 =att

B*

_p

_25,000.00

53 /tp

Kntak

B*

_p

_6,000.00

54 /ak&ar

$ungga

B*

_p

_6,000.00

55 /ak&ar

anda

B*

_p

_6,500.00

56 @at

Pat8nd

(Ki&C)

Kg

p

11,250.00

57 /&pti

tank

E

&sapan

B*

_p

_750,000.00

5#

Bak

ir

B*

_p

_65,000.00

5+

Kuas 5"

B*

p

15,000.00

60 Kuas 3"

B*

p

7,000.00

61 Bu?ungan tap

!D

p

35,000.00

62 Kait ngin

B*

p

7,000.00

63 Papan ;istpank Kasi?ard

B*

p

65,000.00

(20)

PT. ZAM-ZAM SULTRA

Alamat Kantor : Jln. Malaka No. 3 kel. Anduonohu Kec. Poasia Tel. 0401-30811!

P+&%#T(N'AN )"(M+ P+K+&JAAN P&)*+K : ,TN '&AN ,)("+A& &+'+N/* P+K+&JAAN : &(MA% T*P+ 3

")KA$# : Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N : !018

No (raianPeker2aan ,uah Pan2an "eBar Tini olume $at. Keteranan

A PEKERJAAN PENDAHULUAN

1 P&k&'aanP&rsiapan F 1.00 ;s

-2 !&asangBupank 16.50 E 1#.50  F 35.00 !< P&r*itungan !anua

3 PapanAaaK&giatan F 1.00 ;s

- # PEKERJAAN TANAH ;uas P&napang

1 aian$ana*Biasa/&daa70 3+.50 C 0.7  C 0.7  F 1+.36 ! P&r*itungan ut @

2 rugan$ana*K&?ai 6.45 ! P&r*itungan ut @

3 ruganPasirBaa*Pndasi 3+.50 C 0.7  C 0.05  F 1.3# ! P&r*itungan ut @ 3 ruganPasirBaa*;antai 33.13: C 0.1  F 3.31 ! P&r*itungan ut @

) PEKERJAAN P(NDASI

1 P&asangan Batu Ksng 3+.50  C 0.7  C 0.15  F 4.15 ! P&r*itungan ut @ 2 Pas.PndasiBatuunung1PG4Psr 3+.50 C 0.3#  C 0.50  F 7.41 ! P&r*itungan ut @

D PEKERJAAN DINDIN ;s. Pasangan Bata ;s inding /pi-spi ;s. P.Kus&n

1 Pasangan Batu Bata 1PG4Psr 121.06 : E 10.41 : - 11.54 : F 11+.+2 !: P&r*itungan !anua

E PEKERJAAN PLESTERAN DINDIN

1 Past&ran inding 1PG4Psr $&?a 15  23+.#4 !: P&r*itungan !anua

8 PEKERJAAN KAU ;s. Kus&naun Pintu ;s. Kus&naun &nd&a

1 Kus&nPintudan&nd&aati;ka 0.10  0.0+  F 0.1+ ! P&r*itungan !anua 3 aunPintudan&nd&aati;ka 6.0+ : 0.63 : E F 6.72 !: P&r*itungan !anua

 PEKERJAAN #ET(N

1 !&?uatK1PG2PsrG3Kr 0.12 E 0.63  F 0.75 ! P&r*itungan !anua 2 !&?uat/81PG2PsrG3Kr 3+.50 C 0.13  C 0.20  1.03 ! P&r*itungan ut @ 3 !&?uating?ak1PG2PsrG3Kr 36.00 C 0.13  C 0.10  0.## ! P&r*itungan ut @ 4 !&?uata?atanarasi 3.6#  C 5.15  C 0.07  F 1.33 ! P&r*itungan !anua

H PEKERJAAN RANKA ATAP $an ATAP ;s. Bidang  ;s. Bidang B s 30

1 Pas.angkatapBa'aingan 1+.50 E 26.1+5   0.#6 F 53.13 !: P&r*itungan !anua

2 Pas.tap/pand&k 53.13 !: P&r*itungan !anua

3 Pas. Bu?ungan tap 3.10  E 3.75  F 6.#5 !< P&r*itungan !anua

4 Pas.;istpank 3.60  E 13.1  #.43 F 25.13 !<

I PEKERJAAN PLA8(ND

1 Pas.angkaPa8nypsun 1+.50 E 26.1+5  F 45.70 !: P&r*itungan !anua

2 Pas.Pa8nypsun 45.70 !: P&r*itungan !anua

(21)

J PEKERJAAN PENUTUP LANTAI $an DINDIN ;uas P&napang

2 Pas.;antaiK&raik40C40 34.63: 34.63 !: P&r*itungan !anua 3 Pas.;antaiK&raikK=20C20 1.## : 1.## !: P&r*itungan !anua 4 Pas. inding K&raik K = 10 C 20  7.50  - 0.7  C 1.50  F 10.20 !:

K PEKERJAAN KUN)I $an KA)A

1 PasangKuni$anaBiasa 4 ?* C 1.00 ?* F 4.00 B* P&r*itungan !anua 2 Pasang>ngs&pintu 4 ?* C 2.00 ?* F #.00 B* P&r*itungan !anua 3 Pasang>ngs&&nd&a 6 ?* C 2.00 ?* F 12.00 B* P&r*itungan !anua 4 PasangHkngin 6 ?* C 1.00 ?* F 6.00 B* P&r*itungan !anua 5 rand& 6 ?* C 1.00 ?* F 6.00 B* P&r*itungan !anua 6 PasangKaair&gasst&?a3 6 ?* C 1.27  C 0.27  F 2.06 !: P&r*itungan !anua L PEKERJAAN PENE)ETAN

1 P&ng&atan Kus&n pintu dan &nd&a 3#.30  C 0.20  7.66 !: P&r*itungan !anua 2 P&ng&atan aun Pintu dan &nd&a 2 sisi C 6.72 : 13.45 !: P&r*itungan !anua 3 P&ng&atanKayu 21.11 !: P&r*itungan !anua 4 P&ng&atan $&?k 23+.#4 !: P&r*itungan !anua 5 P&ng&atanPa8n 45.70 !: P&r*itungan !anua + PEKERJAAN INSTALASI LISTRIK

1 P&nya?ungan;istrikP;A1300att 1 s F 1.00 ;s P&r*itungan !anua 2 P&asangan;apu/;12=att 4 ?* F 4.00 B* P&r*itungan !anua 3 P&asangan;apu/;10=att 1 ?* F 1.00 B* P&r*itungan !anua 4 P&asangan/tpKntak 1 ?* F 1.00 B* P&r*itungan !anua 5 P&asangan/ak&ar$ungga 3 ?* F 3.00 B* P&r*itungan !anua 6 P&asangan/ak&aranda 3 ?* F 3.00 B* P&r*itungan !anua N PEKERJAAN SENITASI

1 !&?uat/&pti$ankEP&r&sapan 1 s F 1.00 B*

2 !&asangKs&tngkkPrs&&n 1 ?* F 1.00 B* P&r*itungan !anua 3 !&asangBak!andi 1 ?* F 1.00 B* P&r*itungan !anua 4 !&asangKranir"atauI" 1 ?* F 1.00 B* P&r*itungan !anua 5 !&asangpipaP@tip&=3" 5.25  F 5.25 !< P&r*itungan !anua 6 !&asangpipaP@tip&=115" 7.42  F 7.42 !< P&r*itungan !anua 7 !&asangpipaP@tip&=12" 6.4  F 6.40 !< P&r*itungan !anua

(22)

PT. ZAM-ZAM SULTRA

&+N/ANA AN''A&AN ,#A*A

P&)*+K

: ,TN '&AN ,)("+A& &+'+N/*

P+K+&JAAN

: &(MA% T*P+ 3

")KA$#

: Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N

: !018

No

Jenis

Peker2aan

Analisa

olume

Total

%ara

&56

A

PEKERJAAN PENDAHULUAN

1!470.00

1 P&k&'aan P&rsiapan ;s 1.00 500,000.00 500,000.00

2 !&asang Bupank 35.00 17,#50.00 624,750.00

3 Papan Aaa K&giatan ;s 1.00 400,000.00 400,000.00

#

PEKERJAAN TANAH

83!7.!!

1 aian $ana* Biasa /&daa 1  1+.36 16,000.00 30+,6#0.00

2 rugan $ana* K&?ai 6.45 7,4#0.00 4#,25#.47

3 rugan Pasir Baa* Pndasi 1.3# +5,000.00 131,337.50

3 rugan Pasir Baa* ;antai 3.31 112,+00.00 373,+#1.25

)

PEKERJAAN P(NDASI

11473!3.74

1 P&asangan Batu Ksng 4.15 7#+,55 5.00 3,27 4,67+.36

2 Pas. Pndasi Batu unung 1PG5Psr 7.41 1,107,260.00 #,200,644.3#

D

PEKERJAAN DINDIN

74!!.80

1 Pasangan Batu Bata 1PG4Psr 11+.+2 #1,340.00 +,754,2+2.#0

%ara $atuan

&56

Jumlah %ara

&56

#.1.1. ##.2.1. ##.2.2.B ##.2.3.@ ##.2.4. ###.3.1. ###.3.2.B ###.4.4.

(23)

E

PEKERJAAN PLESTERAN DINDIN

80!31!7.8 1 Past&ran inding 1PG4Psr $&?a 15  23+.#4 33,452.00 #,023,127.6#

8

PEKERJAAN KAU

!!4!.1

1 Kus&n Pintu dan &nd&a ati ;ka 0.1+ 4,0#2,000.00 7#1,703.00 2 aun Pintu dan &nd&a ati ;ka 6.72 220,600.00 1,4#3,226.16

.5.1.

#.6.1. #.6.2.B

(24)



PEKERJAAN #ET(N

14!03!.30 1 !&?uat Ks 1P G 2Psr G 3Kr 0.75 +,#57,4#0.00 7,41+,+#1.4+

2 !&?uat /8 1P G 2Psr G 3Kr 1.03 3,643,230.00 3,741,5+7.21 3 !&?uat ing?ak 1P G 2Psr G 3Kr 0.## 3,#2#,500.00 3,36+,0#0.00 3 !&?uat a?atan arasi 1P G 3Psr G 5Kr 1.33 67,5+0.00 #+,667.60

H

PEKERJAAN RANKA ATAP $an ATAP

170034.43

1 Pas. angka tap Ba'a ingan 53.134 152,760.00 #,116,707.21

4 Pas. tap /akura 8 53.134 14#,#7#.00 7,+10,442.10

0 Pas. Bu?ungan tap !&ta ;s 6.#5 35,000.00 23+,750.00

/ Pas. ;istpank ;s 25.130 65,000.00 1,633,465.12

I

PEKERJAAN PLA8(ND

4!041.8

1 Pas. angka Pa8n ypsun 45.6+5 5#,633.00 2,67+,234.+4

2 Pas. Pa8n ypsun 45.6+5 41,215.00 1,##3,31+.43

3 Pas. ;ist $&pi Pa8n 57.500 6,225.00 357,+37.50

J

PEKERJAAN PENUTUP LANTAI $an DINDIN

!381.

1 Pas. ;antai K&raik 40 C 40 34.625 127,63#.#0 4,41+,4+3.45 2 Pas. ;antai K&raik K! =@ 25 C 25  1.## 234,03#.#0 43#,#22.75 3 Pas. inding K&raik K! =@ 10 C 20  10.20 163,2##.#0 1,665,545.76

K

PEKERJAAN KUN)I $an KA)A

1!77.8

1 Pasang Kuni Pintu 4.00 11#,550.00 474,200.00

2 Pasang >ngs& pintu #.00 1#,055.00 144,440.00

3 Pasang >ngs& &nd&a 12.00 33,550.00 402,600.00

4 Pasang Kait ngin 6.00 15,055.00 +0,330.00

5 Pasang rand& 6.00 35,7#0.00 214,6#0.00

5 Pasang Kaa t&?a 3  2.06 145,5#5.00 2++,526.5#

L

PEKERJAAN PENE)ETAN

33703.08

1 P&ng&atan Kayu 21.11 35,2#5.00 744,767.55

2 P&ng&atan in ding 23+.#4 6,700.00 1,606,+2#.00

3 P&ng&atan Pa8n 45.70 22,3+5.00 1,023,33+.53 ##.7.2.B ##.7.1. ##.7.4. ##.7.7. ###.#.2.B ###.#.1. #C.+.1. #C.+.2.B #C.+.3.@ C.10.1. C.10.2.B C.10.3.@ C#.11.1. C#.11.2.B C#.11.3.@ C#.11.4. C#.11.5.> C#.11.7. C##.12.1. C##.12.2.B C##.12.4.

(25)

+

PEKERJAAN INSTALASI LISTRIK

170800.00 1 P&nya?ungan ;istrik P;A 1300 att ;s 1.00 1,500,000.00 1,500,000.00

2 P&asangan ;apu /; 12 =att 4.00 35,000.00 140,000.00

3 P&asangan ;apu /; 10 =att 1.00 25,000.00 25,000.00

4 P&asangan /tp Kntak 1.00 6,000.00 6,000.00

5 P&asangan /ak&ar $ungga 3.00 6,000.00 1#,000.00

6 P&asangan /ak&ar anda 3.00 6,500.00 1+,500.00

N

PEKERJAAN SENITASI

304.4

1 !&?uat /&pti $ank E P&r&sapan ;s 1.00 750,000.00 750,000.00 2 !&asang Ks&t ngkk Prs&&n 1.00 1,#+4,+60.00 1,#+4,+60.00

3 !&asang Bak !andi ;s 1.00 65,000.00 65,000.00

4 !&asang Kran ir  " atau I" 1.00 21,550.00 21,550.00 5 !&asang pipa P@ tip& =  3" 5.25 2+,24+.00 153,557.25 6 !&asang pipa P@ tip& =  1 15" 7.42 17,#32.00 132,313.44 6 !&asang pipa P@ tip& =  12" 6.40 12,432.00 7+,564.#0

C###.13.2.B C###.13.3.@ C###.13.5.> C###.13.6.J C###.13.7. C#.14.1. C#.14.2.B C#.14.3.@ C#.14.4. C#.14.5.J

(26)

PT. ZAM-ZAM SULTRA

&+KAP#T("A$#

P&)*+K . : ,TN '&AN ,)("+A& &+'+N/* P+K+&JAAN : &(MA% T*P+ 3

")KA$# . : Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N . : !018

No JenisPeker2aan %ara&56

 P>K>A P>AH;A p 1,524,750.00

 P>K>A $AH p #63,257.22

 P>K>A P%A/ p 11,475,323.74

 P>K>A AA p +,754,2+2.#0

 P>K>A P;>/$>A AA p #,023,127.6#

 P>K>A KL p 2,264,+2+.16

 P>K>A B>$%A p 14,620,326.30

 P>K>A AK $P dan $P p 17,+00,364.43

 P>K>A P;J%A p 4,+20,4+1.#6

 P>K>A P>A$P ;A$ dan AA p 6,523,#61.+6

 P>K>A KA@ dan K@ p 1,625,776.5#

 P>K>A P>A>@>$A p 3,375,035.0#

 P>K>A A/$;/ ;/$K p 1,70#,500.00

 P>K>A />A$/ p 3,0+6,+45.4+

T(TAL JU+LAH p #7,676,+#2.2+

(27)

PT. ZAM-ZAM SULTRA

TIME SCHEDULE

P&)*+K : ,TN '&AN ,)("+A& &+'+N/*

P+K+&JAAN : &(MA% T*P+ 3

")KA$# : Jln. ,)("+A& K+/ M)K)A( K+". KAM,(

TA%(N : !018

No. (&A#AN P+K+&JAAN

B;A K> -  B;A K> -  B;A K> - 

M

!A K> G !A K> G !A K> G

1 2 3 4 5 6 7 # + 10 11 12

 P&k&r'aan $ana* dan Pasir #44,507.00 1.45M 0.72M 0.72M 100 M

B P&k&r'aan Batu, B&tn d 2+,++7,200.00 51.37M 7.34M 7.34M 7.34M 7.34M 7.34M 7.34M 7.34M

@ P&k&r'aan Kus&n dan aun Pintu, &nd&a 6,+60,112.00 11.+2M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M 1.1+M  P&k&r'aan angka tap dan tap 7,067,7##.00 12.10M 3.03M 3.03M 3.03M 3.03M

> P&k.Pa8nd 4,232,+07.00 7.25M 1.#1M 1.#1M 1.#1M 1.#1M 50 M

J P&k.nstaasiir 5,041,200.00 #.63M #.63M

 P&k&r'aannstaasi;istrik 1,000,000.00 1.71M 0.#6M 0.#6M

H P&k&r'aanP&ng&&tandanJinis*ing 3,24#,+#0.00 5.56M 2.7#M 2.7#M

Total &A, ,anunan 83!4.00 0 M

$!bulatkan 83!000.00 100.00D 0.7!D 1.!D 8.3D 8.3D 8.3D 8.3D 13.37D 13.37D !!.00D .8D 4.83D !.78D ,0,0T &+N/ANA K)M("AT#@ D6 0.7!D !.4D 11.17D 1.70D !8.!3D 3.7D 0.13D 3.0D 8.0D !.3D 7.!!D 100.00D $+"#$#% D6 B0B0T REALISASI KOMULATIF (%) J(M"A% %A&'A &56 ,),)T D6 PROGRESS RENCANA

(28)