engineering estimate

8/15/2019 Engineering Estimate

1/310

R E K A P I T U L A S I

D A F T A R K U A N T I T A S D A N H A R G A ( D K

Proyek : Pembangunan Backacker Lo!geLoka"# : Buk#$$#ngg#% Suma$era Bara$

N&' URAIAN PEKERAAN

A' PEKERAAN PERSIAPAN

B' PEKERAAN STRUKTUR

' PEKERAAN ARSITEKTUR

D' PEKERAAN INSTALASI *EKANIKAL !an ELEKTRIKAL

T&TAL

T&TAL K&NSTRUKSI FISIK + PPN ,-.

PE*BULATAN

Terbilang : Empat Miliar Lima Ratus Delapan Puluh Satu Juta Tujuh Ratus Lima puluh Sembilan Puluh Ribu Rup


2/310


3/310

H )

U*LAH HARGA

R' /0,%1-2%3-2'4,

R' ,%5,3%,5,%20/'20

R' /%254%465%-51'1/

R' /2,%//5%531'--

R' 4%131%4--%-/0'/6

R' 1%-42%64-%-/3'6/

R' 1%-42%64-%---'--

iah


4/310


5/310

HARGA SATUAN *ATERIAL DAN UPAH

TAHUN /-,0

Proyek : Pembangunan Backacker Lo!ge

Loka"# : Buk#$$#ngg#% Suma$era Bara$

,' Da7$ar Harga Sa$uan Ua8 Tenaga Ker9a :aangan (TKL)

Pro;#n"# Suma$era Bara$ Ta8un /-,0

Daftar Harga Satuan Upah TKL

No Uraian Upah1 Tenaga / Pekerja Rp 67,550.00

2 Tukang Batu Rp 94,500.00

3 Tukang Kayu Rp 94,500.00

4 Tukang Besi Rp 94,500.00

5 Tuang P!itur Rp 94,500.00

6 "an#!r Rp 105,000.00

7 "asinis / $perat!r Rp 16,%00.00

% Kernet Rp 67,550.00

9 Penye&pr!t Rp 40,000.0010 Penjaga "aa& Rp 94,500.00

11 Kepaa Tukang Batu Rp 105,000.00

12 Kepaa Tukang Kayu Rp 105,000.00

13 Kepaa Tukang Besi Rp 105,000.00

14 Kepaa Tukang Peitur Rp 105,000.00

15 Kepaa Tukang 'istrik Rp 110,000.00

16 Tukang 'istrik Rp 70,000.00

17 instaat!r Rp 130,000.00

1% pe&(antu instaat!r Rp 70,000.00


6/310


TAHUN /-,0



/' Da7$ar Harga Sa$uan A:a$ !an Ba8an


Daftar Harga Satuan Material

No Uraian Satuan1 )ir &3

2 )kses!ris jen#ea *ri+ti!n tay 12- set

3 )&pas (r

4 )ntena *,10 ee&ent (

5 )ntena *,10 ee&ent (

6 Baja Ringan in+au&e &2

7 Batu Bata "era (

% B 50 &&2 "1

9 Be aar& (10 Besi Bet!n kg

11 Besi iku uk. 40403 && kg

12 Besi trip kg

13 B! Pane (

14 B! pane anger unit

15 B! Teep!n unit

16 Buis (et!n 1/2 #ia.30 +& (

17 at auapr!! kg

1% at (esi kg19 at #asar kg

20 at &eni (esi kg

21 at penutup 2 kai kg


7/310


TAHUN /-,0






No Uraian Satuan22 at te&(!k setara inie kg

23 !&p!un# gypsu& kg

24 u (ar e,japan unit

25 8!ken Kayu aa& #ia %:10 +&, p; 3& (tg

26 8!&e a&era P/T/


8/310


TAHUN /-,0






No Uraian Satuan52 Een#ea nak! p!!s F rangka &2

53 Ka(e !aia 5:2 &@

54 Ka(e !aia 7:2 &@

55 Ka(e *R 0,6/1 K 32,5 &&2 &@

56 Ka(e *R 0,6/1 K 44 &&2 &@

57 Ka(e *R 0,6/1 K 46 &&2 &@

5% Ka(e DT 40,6 &&2 &@

59 Ka(e GH) 1000 !t 10 && &@

60 Ka(e GH) 1000 !t 16 && &@61 Ka(e GH) 1000 !t 4 && &@

62 Ka(e GH) 1000 !t 6 && &@

63 Ka(e GH) 1000 !t 95 && &@

64 Ka(e GH) 1000 !t 1,5 && &@

65 Ka(e GH) 1000 !t 2,5 && &@

66 Ka(e GH) 1000 !t 201,5 && &@

67 Ka(e GH) 1000 !t 21,5 && &@

6% Ka(e GH) 1000 !t 31,5 && &@

69 Ka(e GH) 1000 !t 61,5 && &@70 Ka(e GH*BH 0,6/1 K 32,5 &&2 &@

71 Ka(e GH*BH 0,6/1 K 4240 &&2 &@

72 Ka(e GH" 300/750 !t 32,5 &&2 &@

73 Ka(e GH" 300/750 !t 34 &&2 &2

74 Ka(e GHH 0,6/1 K 32,5 &&2 &@

75 Ka(e GHH 0,6/1 K 416 &&2 &@

76 Ka(e GHH 0,6/1 K 41%5 &&2 &2

77 Ka(e GHH 0,6/1 K 42,5 &&2 &@

7% Ka(e GHH 0,6/1 K 4240 &&2 &@79 Ka(e GHH 0,6/1 K 44 &&2 &@

%0 Ka(e GHH 0,6/1 K 46 &&2 &@

%1 Ka(e GHH 0,6/1 K 70 &&2 &@


9/310


TAHUN /-,0






No Uraian Satuan%2 Kasi(!ar# 4&& F !! &eni ijau &2

%3 Karpet apisan &2

%4 Ka>at Bet!n Kg

%5 Kayu 5/7 4& Kayu Kruing &3

%6 Kayu Bani! &3

%7 (tg

%% Kayu Keas DD &3

%9 Kayu Keas DDD &3

90 Kayu &eranti &391 Kayu Papan 3/20 Kruing &3

92 Kera&ik 2020 (

93 Kera&ik 2025 (

94 Kera&ik 3030 (

95 Keriki &aks 30 &&C &3

96 K!ra Bet!n &3

97 Kun+i Tana& (

9% Kusen )u&uniu& &@

99 Kusen Besi &@100 K>/1pase 8igita unit

101 K>/3 pase/63 ) 8igita unit

102 'a##er T==


10/310


TAHUN /-,0






No Uraian Satuan112 'a&pu T' 1 20 > (

113 'a&pu T' 1 40 > (

114 'a&pu T' Bak 11% >att (

115 'a&pu T' Bak 11% >att F (atteray (

116 'a&pu T' Bak 136 >att (

117 'as 8!! (

11% 'e& kayu kg

119 "anua pus (utt!n (

120 "aster )&piJer (121 "B,1p/6/10/16/25 a&per unit

122 "B,3P, 300 ) (

123 "*):10 !ne (

124 "8*:*) 10 !ne C (

125 "inyak Bekisting tr

126 G!k (erpasir p+s

127 Paku Biasa 2- : 5 - kg

12% Paku skrup kg

129 Paku skrup 1+&:2,5+& (130 Pane 8B Penge!a (

131 Pane 8B nit t 1 (

132 Pane 8B nit t 2,3,4,5 (

133 Pane Ke(akaran (

134 Pane "8P (

135 Pane P!&pa )ir Bersi (

136 Pane nit (

137 Pasang istrik /


11/310


TAHUN /-,0






No Uraian Satuan142 Pintu 8!u(e tripek apis !r&ika (

143 Pipa Ba+k tee 1- &@

144 Pipa Ba+k tee 2 1/2- &@

145 Pipa ip #ia.100 && &@

146 Pipa K!n#uit D 2 #ia.32 && &@

147 Pipa K!n#uit D #ia.20 && &@

14% Pipa K!n#uit D #ia.32 && &@

149 Pa&ir kg

150 Pint Kera&ik uk. 1020 (151 Pint Kera&ik uk. 1030 (

152 Py>!!# 4 && &3

153 Py>!!# 9&& &3

154 P!rtan# e&en kg

156 Pr!J au&uniu& &@

157 Pr!J ka+a 6&& (

15% Re#user


12/310


TAHUN /-,0






No Uraian Satuan173 krup Jer (

174 &!ke #ete+t!r (

175 pitter 6 p!rt (

176 teger >erk 's

177 t!p K!ntak (

17% t!p K!ntak:T='=P$G (

179 t!p K!ntak:T (

1%0 T #!s P (

1%1 T==


13/310


14/310

Harga SatuanRp 1%,000.00

Rp 11%,400.00

Rp 5,700.00

Rp 67%,720.00

Rp 7%1,5%9.00

Rp 157,0%0.00

Rp %00.00

Rp 103,717.00

Rp 116,655.00Rp 10,100.00

Rp 12,100.00

Rp 12,100.00

Rp 1,01%,224.00

Rp 90,673.00

Rp 41%,%9%.00

Rp 75,%00.00

Rp 39,270.00

Rp 52,400.00Rp 26,400.00

Rp 73,900.00

Rp 21,500.00


15/310

Harga SatuanRp 21,500.00

Rp 4,300.00

Rp 520,150.00

Rp 55,400.00

Rp 11,443,000.00

Rp %36,900.00

Rp 197,%00.00

Rp 241,350.00

Rp 10,600.00Rp 16,400.00

Rp 20,400.00

Rp 11,135.00

Rp 107,%79,110.00

Rp 7%,166.00

Rp 20,000.00

Rp 41,400.00

Rp 450,000.00

Rp 335,724.00Rp 71,%00.00

Rp 601,000.00

Rp 1,211,500.00

Rp 162,700.00

Rp 46,%14,000.00

Rp 67,500.00

Rp 40,350.00

Rp 21,300.00

Rp 76,350.00Rp 21,300.00

Rp 6,363.00

Rp 19,616.00


16/310

Harga SatuanRp 132,%00.00

Rp 10,605.00

Rp 15,90%.00

Rp %4,900.00

Rp 150,750.00

Rp 200,435.00

Rp 3,749.00

Rp 17,900.00

Rp 27,632.00Rp 7,147.00

Rp 10,699.00

Rp 154,%50.00

Rp 2,%3%.00

Rp 4,492.00

Rp 73,093.00

Rp 5,676.00

Rp 17,02%.00

Rp 9,545.00Rp 25,105.00

Rp 1,2%3,500.00

Rp 14,254.00

Rp 19,250.00

Rp 11,930.00

Rp %4,%93.00

Rp 697,522.00

Rp 23,040.00

Rp 954,450.00Rp 34,723.00

Rp 4%,3%4.00

Rp 101,116.00


17/310

Harga SatuanRp 6%,700.00

Rp 15,000.00

Rp 16,400.00

Rp 7,420,000.00

Rp 3,946,700.00

Rp 55,400.00

Rp 3,03%,500.00

Rp 1,%9%,100.00

Rp 2,444,300.00Rp 7,950,000.00

Rp 6,900.00

Rp 5,600.00

Rp 15,600.00

Rp 232,599.00

Rp 232,599.00

Rp 32,000.00

Rp 13%,305.40

Rp 2%,300.00Rp 775,000.00

Rp 1,500,000.00

Rp 159,075.00

Rp 123,01%.00

Rp 227,500.00

Rp 727,500.00

Rp 3,591,593.00

Rp 69,%%7.00

Rp 17,49%.00Rp 10,075.00

Rp 326,500.00

Rp 41,995.00


18/310


Rp %7,491.00

Rp 70,200.00

Rp %20,200.00

Rp 101,400.00

Rp 2,545.00

Rp 16,%00.00

Rp 155,000.00

Rp 46%,741.00Rp 50,395.00

Rp 3,953,140.00

Rp 5,670,000.00

Rp 371,175.00

Rp 10,%00.00

Rp 30,%55.00

Rp 16,700.00

Rp 17,500.00

Rp 20,600.00Rp 10,047,600.00

Rp 13,%61,200.00

Rp 12,444,000.00

Rp 5,756,400.00

Rp 59,233,200.00

Rp 10,363,200.00

Rp 499,%00.00

Rp 60,600.00

Rp 155,100.00Rp 155,100.00

Rp 105,200.00

Rp 57,267.00


19/310


Rp 11,000.00

Rp 2%,%00.00

Rp 226,1%4.00

Rp 16,96%.00

Rp 2,125.00

Rp 12,120.00

Rp 16,000.00

Rp 6,000.00Rp 12,%00.00

Rp %0,700.00

Rp 117,%00.00

Rp 1,226.00

Rp 110,000.00

Rp 179,000.00

Rp 169,569.00

Rp 109,450.00

Rp 10,300.00Rp 10,300.00

Rp 50,10%.00

Rp 25,000.00

Rp 36,000.00

Rp %4,62%.00

Rp 120,%97.00

Rp 171,%01.00

Rp 62,574.00

Rp 57,217.00Rp %,000.00

Rp 55,200.00

Rp 4%,%00.00


20/310


Rp 345,000.00

Rp 124,%36.00

Rp 550,000.00

Rp 2%,125.00

Rp 31,%15.00

Rp 53,025.00

Rp 4,666.00

Rp 220,5%4.00Rp 263,196.00

Rp 23%,613.00

Rp 250,350.00

Rp 17,300.00

Rp 132,563.00

Rp 1%%,%14.00

Rp 247,591.00

Rp 406,757.00


21/310


22/310


23/310


24/310


25/310


26/310


27/310


28/310


29/310

DAFTAR KUANTITAS DAN HARGA ( DKH )

PEKERAAN PERSIAPAN



N&' URAIAN PEKERAAN


30/310

12,00* 10,0+,*0000

1-,-0 1),002,00000

1-,-0 2,311,+0000

1,)99,*2+ *0,9*,-1**0

1,322,-*3 23,09,**310

1,)90,*+ 33,11,)--00

+++,931 +++,9312*

292,*00 --,*0000

20,000,000 20,000,00000

20,000,000 20,000,00000

*1*,3*3 2,+*),*2)*)

R' /0,%1-2%3-2'4,

HARGA SATUAN( R' )

U*LAH HARGA( R' )


31/310

ANALISA HARGA SATUAN PE

PEKERAAN PERSIAPAN

Proyek :

Loka"# :

NO KOEF SAT

1 1 m2

A

0.1 $

0.05 $

B

C

D

E

E

2 1 m2

A

0.1 $

0.1 $

0.01 $

0.005 $

B

C

D

E

E

3 1 m2

A

0.1 $

0.1 $0.01 $

0.005 $

B

0.012 &3

0.02 kg

0.007 &3

C

D

E

E4 1 m2

A

2 $


32/310


PEKERAAN PERSIAPAN

Proyek :

Loka"# :

NO KOEF SAT

2 $

1 $

0.3 $

0.05 $

B

1.25 (tg

0.1% &3

0.%5 kg

1.1 kg

35 kg

0.15 &3

0.1 &3

0.15 &3

30 (ua

0.25 &@

2 (ua0.0% &2

0.15 (ua

0.3 (ua

0.06 (r

C

D

E

E

5 1 m2

A1 $

2 $

0.2 $

0.05 $

B

1.7 (tg

0.21 &3

0.3 kg

10.5 kg

0.03 &30.05 &3

1.5 (r

C


33/310


PEKERAAN PERSIAPAN

Proyek :

Loka"# :

NO KOEF SAT

D

E

E

6 1 m2

A

2 $

2 $

1 $

0.3 $

0.05 $

B

1.25 (tg

0.1% &3

0.%5 kg

1.1 kg

35 kg0.15 &3

0.1 &3

0.15 &3

30 (ua

0.25 (r

2 (ua

0.0% &2

0.15 (ua

0.3 (ua

0.06 (rC

D

E

E

7 1 m2

A

0.2 $

0.4 $

0.02 $

0.02 $B

1.25 (tg

2.5 kg


34/310


PEKERAAN PERSIAPAN

Proyek :

Loka"# :

NO KOEF SAT

1.2 (r

0.005 &3

0.009 &3

0.072 &3

0.06 kg

0.45 kg

C

D

E

E

3 1 bh

A

1 $

1 $

0.0175 $

1 $0.1 $

B

0.035 &3

1 &2

0.6 kg

16.% kg

0.027 &3

0.0405 &3

C

DE

E


35/310

ERAAN ( AHSP )

Pembangunan Backacker Lo!ge

Buk#$$#ngg#% Suma$era Bara$

URAIAN PEKERJAAN HARGA BAHAN / UPAH

Membersihkan Lapangan

Tenaga

Pekerja Rp 67,550.00

"an#!r Rp 105,000.00

Baan

Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20

Ha!ga Sa#$an Pee!aan

Pengukuran

Tenaga


Tukang Kayu Rp 94,500.00

Kepaa Tukang Rp 105,000.00

"an#!r Rp 105,000.00

Baan

Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20


Pemasangan Boplank

Tenaga


Tukang Kayu Rp 94,500.00Kepaa Tukang Rp 105,000.00

"an#!r Rp 105,000.00

Baan

Kayu 5/7 4& Kayu Kruing Rp 7,420,000.00

Paku Biasa 2- : 5 - Rp 16,700.00

Kayu Papan 3/20 Kruing Rp 7,950,000.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20

Ha!ga Sa#$an Pee!aanPembuatan Kantor Sementara !engan Lantai Plesteran

Tenaga



36/310

ERAAN ( AHSP )





Tukang Batu Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Rp 55,400.00

Kayu Rp 3,946,700.00

Paku Biasa 2- : 5 - Rp 16,700.00

Besi trip Rp 12,100.00

P!rtan# e&en Rp 1,226.00

Pasir Pasang Rp 155,100.00

Pasir Bet!n Rp 155,100.00

K!ra Bet!n Rp 232,599.00

Batu Bata "era Rp %00.00

eng Pat Rp 4%,%00.00

Een#ea Ga+! Rp 132,%00.00Ka+a P!!s Rp 72,700.00

Kun+i Tana& Rp 32,000.00

=ngse Rp 10,600.00

Py>!!# 4 && Rp %0,700.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20


Pembuatan "u!ang Semen !an Peralatan

TenagaPekerja Rp 67,550.00



"an#!r Rp 105,000.00

Baan

Rp 55,400.00

Kayu Rp 3,946,700.00

Paku Biasa 2- : 5 - Rp 16,700.00


Pasir Bet!n Rp 155,100.00K!ra Bet!n Rp 232,599.00

eng e!&(ang BE' 32 Rp 55,200.00

Pe!a"a#an

Kayu 8!ken I % : 10 / 4 &

Kayu 8!ken I % : 10 / 4 &


37/310

ERAAN ( AHSP )




J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20


Pembuatan Be!eng Peker#a

Tenaga





"an#!r Rp 105,000.00

Baan

Rp 55,400.00

Kayu Rp 3,946,700.00

Paku Biasa 2- : 5 - Rp 16,700.00

Besi trip Rp 12,100.00

P!rtan# e&en Rp 1,226.00Pasir Pasang Rp 95,500.00

Pasir Bet!n Rp 155,100.00

K!ra Bet!n Rp 232,599.00

Batu Bata "era Rp %00.00

eng Pat Rp 4%,%00.00

Een#ea Ga+! Rp 132,%00.00

Ka+a P!!s Rp 72,700.00

Kun+i Tana& Rp 32,000.00

=ngse Rp 10,600.00

Py>!!# 4 && Rp %0,700.00Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20


Pagar Sementara !ari Seng gelombang Tinggi 2$%% m

Tenaga




"an#!r Rp 105,000.00Baan

Rp 55,400.00


Kayu 8!ken I % : 10 / 4 &

Kayu 8!ken I % : 10 / 4 &


38/310

ERAAN ( AHSP )




eng e!&(ang 3- : 5- Rp 55,200.00

Pasir (et!n Rp 155,100.00

K!ra Bet!n Rp 232,599.00

Kayu 5/7 4& Kayu Kruing Rp 3,946,700.00

Paku Biasa 2- : 5- Rp 16,700.00

"eni Besi Rp 73,900.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea(& P!)*+# & C)n#+ngen,- .20


Pembuatan papan nama pro&ek

Tenaga




Tukang +at Rp 94,500.00"an#!r Rp 105,000.00

Baan

Kayu &eranti Rp 2,444,300.00

Print !ut#!!r Lei Rp 50,000.00

Paku Rp 16,700.00

P Rp 1,226.00


Keriki (et!n Rp 145,000.00

Pe!a"a#an

J$%"a A&B&CO'e!ea(& P!)*+# & C)n#+ngen,- .20



39/310

JUAH

Daftar Harga Satuan Upah Sum

Rp 12,005.00 G! raian

Rp 6,755.00 1 Tenaga / Pekerja

Rp 5,250.00 2 Tukang Batu

3 Tukang Kayu

4 Tukang Besi

Rp 12,005.00 5 Tuang P!itur

6 "an#!r

'p 12$%%()%% 7 "asinis / $perat!r

% Kernet

Rp 17,7%0.00 9 Penye&pr!t

Rp 6,755.00 10 Penjaga "aa&

Rp 9,450.00 11 Kepaa Tukang Batu

Rp 1,050.00 12 Kepaa Tukang Kayu

Rp 525.00 13 Kepaa Tukang Besi

14 Kepaa Tukang Peitur

Rp 17,7%0.00 Daftar Harga Satuan B

G! raian

'p 1*$*+%)%% 1 Kayu 5/7 4& Kayu Kruing

2 Paku Biasa 2- : 5 -

Rp 17,7%0.00 3 Kayu Papan 3/20 Kruing

Rp 6,755.00 4

Rp 9,450.00 5 Kayu Bani! Rp 1,050.00 6 Besi trip

Rp 525.00 7 P!rtan# e&en

% Pasir Pasang

Rp %9,040.00 9 Pasir Bet!n

Rp 334.00 10 K!ra Bet!n

Rp 55,650.00 11 Batu Bata "era

12 eng Pat

Rp 17,7%0.00 13 Een#ea Ga+! F rangka

14 Ka+a P!!s

'p 1*$*+%)%% 15 Kun+i Tana&16 =ngse

Rp 455,350.00 17 Py>!!# 4 &&

Rp 135,100.00 1% eng e!&(ang BE' 32

Kayu 8!ken I % : 10 / 3 &


40/310

JUAH

Rp 1%9,000.00 19 "eni Besi

Rp 94,500.00 20 Kayu &eranti

Rp 31,500.00 21 Print !ut#!!r Lei

Rp 5,250.00 22 Keriki (et!n

Rp 1,244,173.%5

Rp 69,250.00

Rp 710,406.00

Rp 14,195.00

Rp 13,310.00

Rp 42,910.00

Rp 23,265.00

Rp 15,510.00

Rp 34,%%9.%5

Rp 24,000.00

Rp 12,200.00

Rp 265,600.00Rp 5,%16.00

Rp 4,%00.00

Rp 3,1%0.00

Rp 4,%42.00

Rp 1,699,523.%5

'p 1$,--$(2.)+(

Rp 2%2,%00.00Rp 67,550.00

Rp 1%9,000.00

Rp 21,000.00

Rp 5,250.00

Rp 1,039,952.95

Rp 94,1%0.00

Rp %2%,%07.00

Rp 5,010.00

Rp 12,%73.00

Rp 4,653.00Rp 11,629.95

Rp %2,%00.00


41/310

JUAH

Rp 1,322,752.95

'p 1$.22$*(2)-(

Rp 455,350.00

Rp 135,100.00

Rp 1%9,000.00

Rp 94,500.00

Rp 31,500.00

Rp 5,250.00

Rp 1,235,233.%5

Rp 69,250.00

Rp 710,406.00

Rp 14,195.00

Rp 13,310.00

Rp 42,910.00Rp 14,325.00

Rp 15,510.00

Rp 34,%%9.%5

Rp 24,000.00

Rp 12,200.00

Rp 265,600.00

Rp 5,%16.00

Rp 4,%00.00

Rp 3,1%0.00

Rp 4,%42.00

Rp 1,690,5%3.%5

'p 1$,-%$(+.)+(

Rp 55,510.00

Rp 13,510.00

Rp 37,%00.00

Rp 2,100.00

Rp 2,100.00Rp 459,%43.29

Rp 69,250.00

Rp 3,065.00


42/310

JUAH

Rp 66,240.00

Rp 775.50

Rp 2,093.39

Rp 2%4,162.40

Rp 1,002.00

Rp 33,255.00

Rp 515,353.29

'p (1($.(.)2-

Rp 67,550.00

Rp 94,500.00

Rp 1,653.75

Rp 94,500.00Rp 10,500.00

Rp %5,550.50

Rp 50,000.00

Rp 10,020.00

Rp 20,596.%0

Rp 4,1%7.70

Rp 5,%72.50

Rp 444,931.25

'p ///$-.1)2(


43/310

tera Barat

pa

Rp 67,550.00

Rp 94,500.00

MMM

Rp 94,500.00

MMM

Rp 105,000.00

Rp 16,%00.00

Rp 67,550.00

Rp 40,000.00

Rp 94,500.00

Rp 105,000.00

MMM

Rp 105,000.00

MMM

han Sumatera Barat

at arga

&3 Rp 7,420,000.00

kg Rp 16,700.00

&3 Rp 7,950,000.00

(tg Rp 55,400.00

&3 Rp 3,946,700.00kg Rp 12,100.00

kg Rp 1,226.00

&3 Rp 155,100.00

&3 Rp 155,100.00

&3 Rp 232,599.00

( Rp %00.00

&@ Rp 4%,%00.00

( Rp 132,%00.00

&2 Rp 72,700.00

( Rp 32,000.00( Rp 10,600.00

&3 Rp %0,700.00

(r Rp 55,200.00


44/310

kg Rp 73,900.00

&3 Rp 2,444,300.00

&2 Rp 50,000.00

&3 Rp 145,000.00


45/310


46/310


47/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


48/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


49/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


50/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


51/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


52/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN =

. Beton K.2*0

angga 2+*

ulangan )+1) kg

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3


53/310


PEKERAAN STRUKTUR




. Beton K.2*0

Balok BB 023

ulangan )+0) kg

Bekisting 1*)

Tangga !arura$ >=

. Beton K.2*0

angga +10

ulangan 1,09+- kg

Bekisting 1-00

. Beton K.2*0

Bordes 2+

ulangan +3*1 kg

Bekisting 1)*2

. Beton K.2*0

Balok B 0*1

ulangan 11322 kg

Bekisting )0

. Beton K.2*0

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2

m3

m2


54/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


55/310


PEKERAAN STRUKTUR




. Beton K.2*0

angga +00 m3

ulangan 1,030)) kg

Bekisting 1))0 m2

. Beton K.2*0

Bordes 2+

ulangan +3*1 kg

Bekisting 1)*2

. Beton K.2*0

Balok B 01-

ulangan +910 kg

Bekisting 203

m2

m3

m2

m3

m2


56/310


PEKERAAN STRUKTUR




. Beton K.2*0

Balok BB 01) m3

ulangan *21) kg

Bekisting 10 m2

Balok lubang shat pelat4 1* 2*

. Beton K.2*0

Balok lubang shat 0+*

ulangan balok shat --* kg

Bekisting lubang shat ))0

PEKERAAN STRUKTUR LANTAI /

4 PEKERAAN STRUKTUR LANTAI ATAP

Kolom KP4 20 204 / bh

. Beton K.2*0

Kolom 113

ulangan 23)0- kg

Bekisting 22*3

Balok B*4 20 3*, '/ ariant4 2 bh

. Beton K.2*0

Balok 31)

ulangan 1,2***) kg

Bekisting +*32

Pelat lantai (.24 13 6m, atap tangga

. Beton K.2*0Pelat -39 m3

ulangan 3*+ kg

Bekisting )1)0 m2

m3

m2

m3

m

2

m3

m2


57/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN sopi.sopi

. Beton K.2*0

Kolom, balok dan balok miring sopi.sopi 19* m3

ulangan +*11 kg

Bekisting 393 m2

PEKERAAN STRUKTUR LANTAI ATAP

REKAPITULASI

, PEKERAAN P&NDASI DAN LANTAI DASAR

/ PEKERAAN STRUKTUR LANTAI ,

2 PEKERAAN STRUKTUR LANTAI /

4 PEKERAAN STRUKTUR LANTAI ATAP


58/310


PEKERAAN STRUKTUR



N&' URAIAN PEKERAAN


59/310

;p -),31110 ;p 10,3--,1)002

2*,*)3*0 3+,19*,*23**

1+-,1-000 -,2*2,*3-)0

-),31110 *,90*,+0)3

2*,*)3*0 23,+21,0-+03

1+-,1-000 3,*-9,1-++0

-),31110 -+-,31*0-

2*,*)3*0 1,01,1*19

1+-,1-000 )*9,321)0

-),31110 2*9,309

2*,*)3*0 2,1)3,3**+)

1*),))0*0 +)3,-1*0

-),31110 1,13*,)9919

2*,*)3*0 9,+32,120+91*),))0*0 2,030,3200

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )


60/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 ++1,))0-9

2*,*)3*0 3,)-+,3*02

1*),))0*0 -9,*)92

-),31110 ),01+,99939

2*,*)3*0 +9,)2,+)-)

1*),))0*0 10,-*3,1-)-2

-),31110 3,+1-,)1329

2*,*)3*0 2,23,32+

1*),))0*0 ),109,-*9*0

-),31110 *,030,02*-1

2*,*)3*0 3),0)0,-)-++

1*),))0*0 ,992,312-0

*3,2-*0 3,++),)3**0

*3,2-*0 2,30,+1+*0

*3,2-*0 313,330*0

*3,2-*0 1,1--,202-

*3,2-*0 +9-,0391)

1+-,***00 --9,9019*


61/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

1+-,***00 +2),13+

1+-,***00 -0,9001

1+-,***00 +-+,3933

1+-,***00 1)9,3931+

-),31110 2,31*,-11)

-),31110 1,2)*,39323

-),31110 210,*33-+


62/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 1,+0,)-009

-),31110 *03,002*-

39,02*00 3,1,*+3*

-),31110 1-,*-,00)-

39,02*00 ),2)1,9*1*0

1+-,***00 ,-,3+3*

0*,20310 3-,1-9,*0*+

2*,*)3*0 -,32+,)+-+

+2*,2)9*0 -,31+,)3*+0

R' 440%04,%1,,'55

-),31110 201,20103

2*,*)3*0 1,-3+,+9*+

311,2)9*0 1,+29,3+9*+


63/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 3,9+0,113-

2*,*)3*0 +*,)**,-9339

311,2)9*0 22,392,-2-3

-),31110 2,0)3,1)*

2*,*)3*0 1-,30,1*010

311,2)9*0 9,--1,3-21+

-),31110 +1),+2303

2*,*)3*0 2,+9,-1**

320,3*00 +,+29,0022+

-),31110 2+2,913++

2*,*)3*0 1,+*-,*+09

320,3*00 2,*3,*+)+

-),31110 2,2**,)2+--

2*,*)3*0 13,*3+,-093

320,3*00 23,190,-+-+

-),31110 +,0-+,3203

2*,*)3*0 1,03-,+922)

320,3*00 1*,++-,)31)


64/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 13+,9*191

2*,*)3*0 +-,9+-)

320,3*00 -1-,))2+0

-),31110 1,*0,-)90+

2*,*)3*0 11,)29,011*2

320,3*00 9,+2,22-20

-),31110 1)0,90-2

2*,*)3*0 9-0,3)9-

320,3*00 -1-,))2+0

-),31110 13,3919)

2*,*)3*0 +,90,1202*

320,3*00 +,-23,11*)-

-),31110 3+,93+,*01)

2*,*)3*0 120,)0+,21)*3

+2*,2)9*0 13,03,22-01

-),31110 2,1+),9)220

2*,*)3*0 1),+0,1+-*2


65/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

291,-+*0 2,9-,-*219

-),31110 1,0-),*+19

2*,*)3*0 *,**-,3)29

291,-+*0 2,39,+2022

-),31110 )39,-0-10

2*,*)3*0 3,0-,1*1-

291,-+*0 2,*)1,**13

-),31110 201,**1**

2*,*)3*0 1,)3-,*9-1

291,-+*0 +**,12-))

-),31110 3,*92,-**1

2*,*)3*0 2-,*0,*93+2

291,-+*0 +,9*9,-2+*0

-),31110 2,1-1,+991

2*,*)3*0 11,209,--0)3

291,-+*0 +,19,)*22

-),31110 ++),91))

2*,*)3*0 2,9+,299+-

291,-+*0 1,--3,30


66/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 1+0,209-

2*,*)3*0 1,333,3921)

291,-+*0 31*,03

-),31110 39+,3+000

2*,*)3*0 2,013,12*)3

291,-+*0 1,92*,*+010

-),31110 2,31,-191-

2*,*)3*0 *,+11,21)

+2*,2)9*0 9,3--,192+

-),31110 399,0-20-

2*,*)3*0 2,*09,9322

+2*,2)9*0 2,--,-1091

R' 01,%221%1/3'-4

-),31110 3,+*,1+2)

2*,*)3*0 3-,1),1+2*

311,2)9*0 19,)*3,**)23

-),31110 1,2*-,*0)+3


67/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

2*,*)3*0 13,*1*,)31

311,2)9*0 -,1+),-+--2

-),31110 ,))),01*-3

2*,*)3*0 )-,2++,*112)

320,3*00 3,+12,**9*

-),31110 -,)),+231-

2*,*)3*0 +2,201,9+19*

320,3*00 29,+1),+)91)

-),31110 12,+2*,12-+)

2*,*)3*0 +0,9)-,302)0

+2*,2)9*0 2-,*)0,)*312

-),31110 3,*0*,2+++0

2*,*)3*0 2),3+-,39)-

291,-+*0 +,+3,02*10

-),31110 2,1-1,+991

2*,*)3*0 11,209,--0)3

291,-+*0 +,19,)*22

-),31110 1+,9-29

2*,*)3*0 1,2**,1)-*

291,-+*0 *92,2+9+)


68/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 1+0,209-

2*,*)3*0 1,333,3921)

291,-+*0 31*,03

-),31110 39+,3+000

2*,*)3*0 2,013,12*)3

291,-+*0 1,92*,*+010

R' 4,5%555%461'1,

-),31110 9-,0-)2

2*,*)3*0 ),03+,-*+3

311,2)9*0 -,012,2-930

-),31110 2,-),02+1

2*,*)3*0 32,09),*+)23

320,3*00 1+,*20,1301+

-),31110 ),+--,)91)*

2*,*)3*0 21,3*-,13+3

+2*,2)9*0 2),19),)0120


69/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

-),31110 2,0*0,*)-9-

2*,*)3*0 ),-)0,99)13

+2*,2)9*0 -,)*+,*100

-),31110 *,-+1,*9033

2*,*)3*0 13,21-,1321

+2*,2)9*0 23,219,-1+-0

-),31110 1,-0*,9*23

2*,*)3*0 11,*33,-23*-

33*,9100 13,01,3-*)9

R' /-/%4,0%3/5'-4

R' 440%04,%1,,'55

R' 01,%221%1/3'-4

R' 4,5%555%461'1,

R' /-/%4,0%3/5'-4


70/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R' ,%5,3%,5,%20/'20


71/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

1 1 Kg

A

0.07 $

0.07 $

0.007 $

0.004 $

B

1.05 Kg

0.15 Kg

C

D

E

E

2 1 &2

A

0.52 $0.26 $

0.026 $

0.026 $

B

0.04 &3

0.3 Kg

0.1 tr

C

D

EE

3 1 &2

A

0.52 $

0.26 $

0.026 $

0.026 $

B

0.045 &30.3 Kg

0.1 tr

C


72/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

D

E

E

4 1 &2

A

0.66 $

0.33 $

0.033 $

0.033 $

B

0.04 &3

0.4 Kg

0.2 tr

0.015 &3

0.35 '(r

2 BtgC

D

E

E

5 1 &2

A

0.66 $

0.33 $

0.033 $

0.033 $B

0.04 &3

0.4 Kg

0.2 tr

0.01% &3

0.35 '(r

2 Btg

C

D

E

E

6 1 &2

A


73/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.66 $

0.33 $

0.033 $

0.033 $

B

0.04 &3

0.4 Kg

0.2 tr

0.015 &3

0.35 '(r

6 Btg

C

D

E

E

7 1 &2A

0.66 $

0.33 $

0.033 $

0.033 $

B

0.03 &3

0.4 Kg

0.2 tr

0.02 &30.35 '(r

3 Btg

C

D

E

E

1 &2

A

0.66 $0.33 $

0.033 $

0.033 $


74/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

B

0.03 &3

0.4 Kg

0.15 tr

0.015 &3

0.35 '(r

2 Btg

C

D

E

E

1 &3

A

0.75 $

0.025 $

BC

D

E

E

1 1 &3

A

0.3 $

0.01 $

B

1.2 &3C

D

E

E

11 1 &3

A

0.5 $

0.05 $

B

C

D

E

E


75/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

12 1 &2

A

1.65 $

0.275 $

0.02% $

0.0%3 $

B

326 Kg

760 Kg

1029 Kg

215 tr

C

D

E

E

13 1 &3A

1.65 $

0.275 $

0.02% $

0.0%3 $

B

371 Kg

69% Kg

1047 Kg

215 trC

D

E

E

14 1 &2

A

1.65 $

0.275 $

0.02% $

0.0%3 $B

3%4 Kg

692 Kg


76/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

1039 Kg

215 tr

C

D

E

E15 1 &2

A

2.1 $

0.35 $

0.035 $

0.105 $

B

439 Kg

670 Kg

1006 Kg215 tr

C

D

E

E


77/310


PEKERAAN STRUKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.216


78/310

ERAAN ( AHSP )




Pe%8e9+an (g Be9+ P)")9 a#a$ Be9+ U"+!

Tenaga


Tukang Besi Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Besi Bet!n Rp 10,100.00

Ka>at Bet!n Rp 16,400.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ P)n(a9+

Tenaga

Pekerja Rp 67,550.00 Tukang Kayu Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Kayu Kas DDD terentangC Rp 1,%9%,100.00

Paku 2@ : 5@ Rp 16,700.00

"inyak Bekisting Rp 10,%00.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10Ha!ga Sa#$an Pee!aan

e%a9ang Be+9#+ng Un#$ S"))*

Tenaga




"an#!r Rp 105,000.00

Baan

Kayu Kas DDD terentangC Rp 1,%9%,100.00Paku 2@ : 5@ Rp 16,700.00


Pe!a"a#an


79/310

ERAAN ( AHSP )




J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ K)")%

Tenaga




"an#!r Rp 105,000.00

Baan


Paku 2@ : 5@ Rp 16,700.00


Ba!k Kayu Kas DD Rp 3,03%,500.00

Py>!!# te(a 9&& Rp 117,%00.00

8!ken Kayu aa& #ia % : 10 +& / 4 & Rp 2%,500.00Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ Ba")

Tenaga




"an#!r Rp 105,000.00Baan


Paku 2@ : 5@ Rp 16,700.00



Py>!!# te(a 9&& Rp 117,%00.00

8!ken Kayu aa& #ia % : 10 +& / 4 & Rp 2%,500.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ an#a+

Tenaga


80/310

ERAAN ( AHSP )







"an#!r Rp 105,000.00

Baan


Paku 2@ : 5@ Rp 16,700.00



Py>!!# te(a 9&& Rp 117,%00.00

8!ken Kayu aa& #ia % : 10 +& / 4 & Rp 2%,500.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ D+n(+ngTenaga




"an#!r Rp 105,000.00

Baan


Paku 2@ : 5@ Rp 16,700.00


Ba!k Kayu Kas DD Rp 3,03%,500.00Py>!!# te(a 9&& Rp 117,%00.00

8!ken Kayu aa& #ia % : 10 +& / 4 & Rp 2%,500.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


e%a9ang Be+9#+ng Un#$ Tangga

Tenaga

Pekerja Rp 67,550.00 Tukang Kayu Rp 94,500.00


"an#!r Rp 105,000.00


81/310

ERAAN ( AHSP )




Baan


Paku 2@ : 5@ Rp 16,700.00



Py>!!# te(a 9&& Rp 117,%00.00

8!ken Kayu aa& #ia % : 10 +& / 4 & Rp 2%,500.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


engga"+ Tana B+a9a Se(a"a% 1 %e#e!

Tenaga


"an#!r Rp 105,000.00

BaanPe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


U!$gan Pa9+!

Tenaga


"an#!r Rp 105,000.00

Baan

Pasir rug Rp 105,200.00Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Peng$!$gan Ke%8a"+

Tenaga


"an#!r Rp 105,000.00

Baan

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10



82/310

ERAAN ( AHSP )




Tenaga




"an#!r Rp 105,000.00

Baan


Pasir Bet!n Rp 109.51

Keriki &aksi&u& 30 &&C Rp 170.14

)ir Rp 1%.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Tenaga


Tukang Rp 94,500.00


"an#!r Rp 105,000.00

Baan




)ir Rp 1%.00Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Tenaga




"an#!r Rp 105,000.00Baan



*emb Be$on *u$u 7?c@,4%1 *Pa (K,51)% ":um (,/0/)% c@-%00

*emb Be$on *u$u 7?c@,6%2*Pa (K//1)% ":um (,/0/)% c@-%13

*emb Be$on *u$u 7?c@/,%5*Pa (K/1-)% ":um (,/0/)% c@-%10


83/310

ERAAN ( AHSP )





)ir Rp 1%.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Tenaga




"an#!r Rp 105,000.00

Baan



Keriki &aksi&u& 30 &&C Rp 170.14)ir Rp 1%.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


*emb Be$on *u$u 7?c@2,%/ *Pa (K21-)% ":um (,/0/)% c@-%43


84/310

ERAAN ( AHSP )





85/310

JUAH

Daftar Harga Satuan Upah Sumatera Barat

G! raian pa

Rp 4,72%.50 1 Tenaga / Pekerja Rp 67,550.00

Rp 6,615.00 2 Tukang Batu Rp 94,500.00

Rp 735.00 3 Tukang Kayu Rp 94,500.00

Rp 420.00 4 Tukang Besi Rp 94,500.00

5 Tuang P!itur Rp 94,500.00

Rp 10,605.00 6 "an#!r Rp 105,000.00

Rp 2,460.00 7 "asinis / $perat!r Rp 16,%00.00

% Kernet Rp 67,550.00

Rp 25,563.50 9 Penye&pr!t Rp 40,000.00

10 Penjaga "aa& Rp 94,500.00

'p 2($(,.)(% 11 Kepaa Tukang Batu Rp 105,000.00

12 Kepaa Tukang Kayu Rp 105,000.00

13 Kepaa Tukang Besi Rp 105,000.00

Rp 35,126.00 14 Kepaa Tukang Peitur Rp 105,000.00Rp 24,570.00

Rp 2,730.00

Rp 2,730.00 Daftar Harga Satuan Bahan Sumatera B

G! raian at

Rp 75,924.00 1 P!rtan# e&en kg

Rp 5,010.00 2 Pasir Bet!n &3

Rp 1,0%0.00 3 Keriki &aks 30 &&C &3

4 )ir &3

Rp 147,170.00 5 Besi Bet!n kg

6 Ka>at Bet!n Kg 'p 1/*$1*%)%% 7 Kayu Keas DD &3

% Kayu Keas DDD &3

9 Paku 2@:5@ kg

Rp 35,126.00 10 "inyak Bekisting tr

Rp 24,570.00 11 Py>!!# 9&& &3

Rp 2,730.00 12 Pasir rug &3

Rp 2,730.0013 (tg

Rp %5,414.50Rp 5,010.00

Rp 1,0%0.00

8!ken Kayu aa& #ia %:10+&, p; 3&


86/310

JUAH

Rp 156,660.50

'p 1(,$,,%)(%

Rp 44,5%3.00

Rp 31,1%5.00

Rp 3,465.00

Rp 3,465.00

Rp 75,924.00

Rp 6,6%0.00

Rp 2,160.00

Rp 45,577.50

Rp 41,230.00

Rp 57,000.00

Rp 311,269.50

'p .11$2,-)(%

Rp 44,5%3.00

Rp 31,1%5.00

Rp 3,465.00

Rp 3,465.00

Rp 75,924.00

Rp 6,6%0.00

Rp 2,160.00

Rp 54,693.00

Rp 41,230.00

Rp 57,000.00

Rp 320,3%5.00

'p .2%$.+()%%


87/310

JUAH

Rp 44,5%3.00

Rp 31,1%5.00

Rp 3,465.00

Rp 3,465.00

Rp 75,924.00

Rp 6,6%0.00

Rp 2,160.00

Rp 45,577.50

Rp 41,230.00

Rp 171,000.00

Rp 425,269.50

'p /2($2,-)(%

Rp 44,5%3.00

Rp 31,1%5.00

Rp 3,465.00

Rp 3,465.00

Rp 56,943.00

Rp 6,6%0.00

Rp 2,160.00

Rp 60,770.00Rp 41,230.00

Rp %5,500.00

Rp 335,9%1.00

'p ..($-+1)%%

Rp 44,5%3.00Rp 31,1%5.00

Rp 3,465.00

Rp 3,465.00


88/310

JUAH

Rp 56,943.00

Rp 6,6%0.00

Rp 1,620.00

Rp 45,577.50

Rp 41,230.00

Rp 57,000.00

Rp 291,74%.50

'p 2-1$*/+)(%

Rp 50,662.50

Rp 2,625.00

Rp 53,2%7.50

Rp 53,2%7.50

Rp 20,265.00

Rp 1,050.00

Rp 126,240.00

Rp 147,555.00

'p 1/*$((()%%

Rp 33,775.00

Rp 5,250.00

Rp 39,025.00

'p .-$%2()%%


89/310

JUAH

Rp 111,457.50

Rp 25,9%7.50

Rp 2,940.00

Rp %,715.00

Rp 399,676.00

Rp 75,7%1.%6

Rp 176,775.24

Rp 3,%70.00

Rp %05,203.10

'p +%($2%.)1%

Rp 111,457.50

Rp 25,9%7.50

Rp 2,940.00

Rp %,715.00

Rp 454,%46.00

Rp 76,437.9%

Rp 17%,40%.%0

Rp 3,%70.00

Rp %62,662.7%

'p +,2$,,2)*+

Rp 111,457.50

Rp 25,9%7.50

Rp 2,940.00

Rp %,715.00

Rp 470,7%4.00

Rp 75,7%1.%6


90/310

JUAH

Rp 176,775.24

Rp 3,%70.00

Rp %76,311.10

'p +*,$.11)1%

Rp 141,%55.00

Rp 33,075.00

Rp 3,675.00

Rp 11,025.00

Rp 53%,214.00

Rp 73,372.61

Rp 171,160.63Rp 3,%70.00

Rp 976,247.24

'p -*,$2/*)2/


91/310

JUAH


92/310

arat k!nersi

arga

Rp 1,226.00

Rp 155,100.00 0.4%%6internet Rp 75,7%1.%6

Rp 232,599.00 0.76internet Rp 176,775.24

Rp 1%,000.00 0.215 Rp 3,%70.00

Rp 10,100.00

Rp 16,400.00Rp 3,03%,500.00

Rp 1,%9%,100.00

Rp 16,700.00

Rp 10,%00.00

Rp 117,%00.00

Rp 105,200.00

Rp 55,400.00


93/310


94/310


95/310


96/310


97/310


98/310


99/310

D A F T A R K U A N T I T A S D A N H A R G A ( D K H )

PEKERAAN ARSITEKTUR

Peker9aan > Pembangunan Ru"unaa T#e Pone" / Lan$a#

Loka"# >

Sa$uan Ker9a > Penye!#aan Peruma8an Kemen$er#an Peruma8an Rakya$

Keg#a$an > Penye!#aan Ruma8 Su"un

Ta8un Anggaran > /-,2

N&' URAIAN PEKERAAN


100/310

N&' URAIAN PEKERAAN


101/310

N&' URAIAN PEKERAAN


102/310

N&' URAIAN PEKERAAN


103/310

N&' URAIAN PEKERAAN


104/310

N&' URAIAN PEKERAAN


105/310

N&' URAIAN PEKERAAN


106/310

N&' URAIAN PEKERAAN


107/310

N&' URAIAN PEKERAAN


108/310

N&' URAIAN PEKERAAN


109/310

N&' URAIAN PEKERAAN


110/310

N&' URAIAN PEKERAAN


111/310

N&' URAIAN PEKERAAN ;uang Bersama 21)0

Plaond kalsiboard . K?@7 3*

Pelat bawah tangga dan bordes, angga 5tama 2100

Pelat bawah tangga dan bordes, angga darurat 2-00

Pelat bawah atap tangga *13

'ist proil plaond g"psum board : .

Koridor selasar -100 m

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


112/310

N&' URAIAN PEKERAAN


113/310

N&' URAIAN PEKERAAN


114/310

N&' URAIAN PEKERAAN


115/310

HARGA SATUAN( R' )

U*LAH HARGA( R' )


116/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


117/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


118/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )


119/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'


120/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


121/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'

R'


122/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


123/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'


124/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'

R'

R'


125/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


126/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'

R'


127/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'


128/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

R'

R'


129/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

R'

R'

R'

R'

;p

;p

;p

;p

;p


130/310

HARGA SATUAN

( R' )

U*LAH HARGA

( R' )

;p

;p

R'


131/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


132/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


133/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


134/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


135/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


136/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


137/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


138/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


139/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


140/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


141/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


142/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN ;uang Bersama 21)0

Plaond kalsiboard . K?@7 3*

Pelat bawah tangga dan bordes, angga 5tama 2100

Pelat bawah tangga dan bordes, angga darurat 2-00

Pelat bawah atap tangga *13

'ist proil plaond g"psum board : .

Koridor selasar -100 m

5nit Aunian 1200 m

;uang bersama 10 m

K?@7 1-00 m

Lan$a# Dua

0c LANTAI ATAP

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2

m2


143/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


144/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


145/310


PEKERAAN ARSITEKTUR



N&' URAIAN PEKERAAN


146/310

231,1900 29,**0,00)

219,-1-+0 )),+93,0-)-)

+3,-+1-0 )99,)-2+

*),023) 2,3)3,222)0

10-,+0-20 1-,22-,0+01

10-,+0-20 -*,3,039)1

10-,+0-20 1,1*,--*+9

+,9)2)+ 1,3+,+3111

+,9)2)+ 1,**-,0119*

+,9)2)+ 2,+)-,-1-0)

+,9)2)+ 1,99*,22-*

+,9)2)+ 3,0)2,123*1

)++,3*+12 2,++*,1223

3+0,01)91 *,100,2*3-1

231,1900 1,*2*,*92

10-,+0-20 1,+1-,--*0+

*2,3332) 1+,1*0,)921

233,**29+ 3),9-1,+30+0

+9,91-++ 1,921,21++

293,*33)0 2,+*3,9+090

HARGA SATUAN( R' )

U*LAH HARGA (R' )


147/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

R' 111%2/1%/42',/

231,1900 20,-19,319*0

219,-1-+0 **,)9,-+0+-

+3,-+1-0 )99,)-2+

*),023) 2,2-2,329+2

10-,+0-20 13,*22,*))+

10-,+0-20 99,**,9**90

10-,+0-20 1,1*,--*+9

+,9)2)+ 1,3+,+3111

+,9)2)+ 1,**-,0119*

+,9)2)+ 1,+)+,+-2*)

+,9)2)+ 2,+)-,-1-0)

+,9)2)+ 2,2+3,-129

)++,3*+12 2)-,0*2,*)***

219,-1-+0 +,3*0,+0+*2

*2,3332) 1*,)*3,1102

233,**29+ 3),9-1,+30+0

+9,91-++ 1,921,21++

293,*33)0 2,+*3,9+090

R' 12,%2,2%,3-'63

219,-1-+0 +3,9)*,+*1-+

10-,+0-20 +),13-,3)3


148/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

+,9)2)+ *,1*+,-)-+

-0),3***- 100,)-,*-**-

293,*33)0 ,19,*-++

231,1900 1+,010,1)2+

10-,+0-20 13,01-,-*2)+

+,9)2)+ 9+*,9*20

R' /2/%/36%,,,'01

R' ***,32*,2+312

R' *31,313,109

R' 232,29,111)*

R' ,%2,3%6/5%121'51

30+,121*0 1,2+,-2900

30+,121*0 +,)22,)+)0

30+,121*0 2,9*2,3))030+,121*0 -1,0,+00)3

30+,121*0 -,1*2,93-)

30+,121*0 9,19),)3+1)


149/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

30+,121*0 +,+1,*+0

303,2+990 13,+,*****

)0-,9*930 19,+*+,)9-)0

)0-,9*930 1+,*91,02320

231,02910 1),+2),1)901

132,-0*0 ),00,1*+0

132,-0*0 2,-90,20*0

13,3)00 1,-+),++200

13,3)00 -0-,-))0

R' /-/%14,%06,'--

30+,121*0 +,)22,)+)0

30+,121*0 2,9*2,3))0

30+,121*0 -1,0,+00)3

303,2+990 20,93,9111

303,2+990

)0-,9*930 13,131,920

231,02910 1),+2),1)901

.

132,-0*0 -,01*,*)2+0

+,9)2)+ +13,-3+31

+,9)2)+ 1,*0)1)

R' ,0/%522%//1',-


150/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

303,2+990 9,31*,3)93

13,3)00 2,1),29300

+,9)2)+ 3,0**,2)-+

+,9)2)+ 2,93-,-*+0

132,-0*0 ,-0*,)-*1)

132,-0*0 ,3-0,+1*0

+,9)2)+ 3,0**,2)-+

+,9)2)+ 2,93-,-*+0

3-0,2)1*0 12,+0,-+0*0

-,)-900 3,+)1,-*9)

-,)-900 1,33-,*+29

10,12932 3-,*20,-+0+

),2+300 1,)3-,3200

R' /26%022%100'24

R' 202,*+1,)9100

R' 1)2,-33,22*10

R' 239,)33,*))3+

R' 0-4%6-3%43/'44


151/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

21,99,21292 21,99,21292

),1*+,)+*) 12,309,3)911

1,91,92*00 3,-3,*000

1,33-,+0)2* 2),-+,12*00

3,2+*,33+3 ),+90,))-*

9*-,-+030 1,91*,+0)0

*,21,9023 *2,1,9022*

2,20-,2913 +,+1+,*3)*

R' ,2-%45-%,6/'/3

1,91,92*00 3,-3,*000

1,33-,+0)2* 2),-+,12*00


152/310


153/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

R' /24%2,4%135'20

2-2,30000 2,-23,00000

33+,00000 2,00+,00000

)*1,00000 ),*10,00000

21+,-)9*0 +,29*,39000

*2,00000 1,2+,00000

R' ,0%53-%26-'--

2-2,30000 2,-23,00000

33+,00000 2,00+,00000

)*1,00000 ),*10,00000

21+,-)9*0 +,29*,39000

*2,00000 1,2+,00000

R' ,0%53-%26-'--

33+,00000 3,3+0,00000

*2,00000 20,00000

R' 2%143%---'--

R' 1),-0,39000


154/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

R' 1),-0,39000

R' 3,*+,00000

R' 25%,-3%53-'--

*+,+)*00 32),-9000

*+,+)*00 9*,*+00

*+,+)*00 +,0),*3**0

2*,+*-00 *,0,*)-00

33,*23-0 1,202,303)

2),*300 291,9100

2),*300 339,))+0

2),*300 1,+,1900

2),*300 3,39),)+00

2),*300 +*1,1+)00

R' ,3%3-,%,,6'/0


155/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

*+,+)*00 12,*1,+1*00

*+,+)*00 1,1-),+++00

33,*23-0 3,223,303-)

33,*23-0 1,202,303)

2),*300 3,39),)+00

2),*300 +9,91++0

2),*300 1,+,1900

2),*300 +*1,1+)00

R' /4%4,1%,,1'1,

21-,31990 12,)32,0*-9

R' ,/%02/%3-1'56

R' 1,01,1192)

R' 2+,+1*,11**1

R' 12,)32,0*-9

R' 11%346%-4-'11


156/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

1,11100 2,90+,2329

1,11100 30-,-00

1,11100 *-9,**200

1,11100 912,-9++0

1,11100 1,132,))19+

1,11100 2-1,))*00

1,11100 2*3,**+00

1,11100 29,--)00

1,11100 12,-11,929-9

1,11100 1,132,))19+

1,11100 199,9+*++

.

*+,+)*00 9*,*+00

.

*+,+)*00 12,*1,+1*00

.

1+3,09000 *,30,91-*0

1,11100 1,132,))19+

2),*300 291,9100

2),*300 339,))+0

2),*300 1,+,1900

2),*300 +*1,1+)00

R' 44%,05%555'04


157/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

1,11100 2,20,1-+90

1,11100 30-,-00

1,11100 *-9,**200

1,11100 3)),-+--*

1,11100 3)),-+--*

1,11100 1),--,)2923

1,11100 2*3,**+00

1,11100 29,--)00

1,11100 *9,3319+

1,11100 199,9+*++

1,11100 1,-+1,3-2)*

1,11100 +,13,)+100

1,11100 391,19-)0

1,11100 )+9,22)

1,11100 30,33100

1,11100 +,99-00

1,11100 1,0*2,-92+3

2),*300 1,+,1900

2),*300 3,39),)+00

2),*300 +9,91++0

2),*300 +*1,1+)00

R' 25%,4-%0//'55


158/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

1,11100 +3,)103

1,11100 1,-02,9--33

1,11100 1,**1,-*0+

1,11100 12),---00

R' 4%//1%,,1',6

R' ++,1)-,---)+

R' 3-,1+0,)22--

R' +,22*,11*19

R' 31%122%1,1'0-

)2,))2- 13,1)+,23+02

2*,*)3*0 2,0+*,0000

-0,91000 1,)23,12990

2+,10)0 3)-,)9--

21-,31990 1,--,)+39+

21-,31990 1,*21,23930


159/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )

21-,31990 1,*21,23930

+,0290- 3,90+,232*+

1+9,203)* 9,2*0,)2)30

2),)+-* 2,*-9,3-*

R' 25%311%,22'3,

R' ,%2,3%6/5%121'51

R' 0-4%6-3%43/'44

R' /24%2,4%135'20

R' 25%,-3%53-'--

R' 11%346%-4-'11

R' 31%122%1,1'0-

R' 25%311%,22'3,

R' /%254%465%-51'1/


160/310

HARGA SATUAN( R' )

U*LAH HARGA (R' )


161/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

1 1.000 &2

A

0.600 $

0.200 $

0.020 $

0.030 $

B

140.000 Bua

32.950 Kg

0.091 &3

C

D

E

E

2 1.000 &2

A0.600 $

0.200 $

0.020 $

0.030 $

B

140.000 Bua

22.200 Kg

0.102 &3

C

DE

E

3 1.000 &2

A

0.600 $

0.200 $

0.020 $

0.030 $

B

22.200 Kg0.100 &3

C

D


162/310


163/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

E

E

7 1.000 (

A

0.300 $

0.100 $0.010 $

0.015 $

B

26.500 (

0.256 Kg

0.035 &3

C

D

E

E 1.000 &3

A

0.100 $

0.330 $

0.033 $

0.033 $

0.010 $

0.005 $

B

0.003 m30.200 kg

3.600 kg

0.050 kg

326.000 kg

0.317 &3

0.429 &3

215.000 tr

C

D

E

E

1.000 &2

A


164/310


165/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

12 1.000 &2

A

1.670 $

1.670 $

0.167 $

0.0%3 $

B

4.240 &@

1.060 &@

1.0%1 &2

C

D

E

E

13 1.000 &2

A0.090 $

0.090 $

0.009 $

0.005 $

B

5.300 Bua

1.140 kg

0.003 &3

0.025 kg

CD

E

E

14 1.000 &2

A

0.900 $

0.450 $

0.045 $

0.045 $

B

21.200 Bua

1.140 kg

0.003 &3


166/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.025 kg

C

D

E

E

15 1.000 &2A

0.900 $

0.450 $

0.045 $

0.045 $

B

26.500 Bua

9.300 kg

0.01% &3

1.940 kgC

D

E

E

16 1.000 &2

A

0.700 $

0.350 $

0.035 $

0.035 $B

11.%70 Bua

10.000 kg

0.045 &3

1.500 kg

C

D

E

E

17 1.000 &2

A

0.700 $

0.350 $


167/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.035 $

0.035 $

B

26.500 Bua

10.400 kg

0.045 &3

1.620 kg

C

D

E

E

1 1.000 &2

A

1.050 $

0.525 $

0.053 $0.053 $

B

33.000 Bua

9.%00 kg

0.045 &3

4.375 kg

C

D

E

E1 1.000 &2

A

0.900 $

0.450 $

0.045 $

0.045 $

B

2.650 kg

9.300 kg

0.01% &3C

D

E


168/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

E

2 1.000 &2

A

0.100 $

0.200 $

0.020 $0.010 $

B

2.650 kg

C

D

E

E

21 1.000 &2

A

0.120 $0.120 $

0.012 $

0.006 $

B

5.000 kg

C

D

E

E

22 1.000 &2A

0.300 $

0.150 $

0.015 $

0.015 $

B

6.240 Kg

0.024 &3

C

D

E

E

23 1.000 &2


169/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

A

0.100 $

0.050 $

0.050 $

0.050 $

B

0.450 (r

0.010 kg

C

D

E

E

24 1.000 &2

A

0.030 $

0.070 $0.007 $

0.002 $

B

0.346 &2

0.010 kg

C

D

E

E

25 1.000 &2A

0.350 $

0.350 $

0.035 $

0.01% $

B

140.000 (ua

22.200 kg

0.102 &3

C

D

E

E


170/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

26 1.000 &@

A

0.060 $

0.060 $

0.006 $

0.003 $

B

1.050 &@

0.150 kg

C

D

E

E

27 1.000 &2

A

0.020 $0.063 $

0.006 $

0.003 $

B

0.100 kg

0.100 kg

0.260 kg

C

D

E

E

2 1.000 &2

A

0.020 $

0.063 $

0.006 $

0.003 $

B

0.100 kg

0.100 kg0.260 kg

C

D


171/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

E

E

2 1.000 kg

A

0.060 $

0.060 $0.006 $

0.003 $

B

1.150 Kg

C

D

E

E

3 1.000 &2

A1.000 $

0.032 $

B

C

D

E

E

31 1.000 &2

A

0.300 $0.010 $

B

0.01% &3

C

D

E

E

32 1.000 &2

A

0.130 $

0.200 $

0.020 $

0.010 $


172/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

B

0.130 kg

0.110 kg

0.100 (

0.670 's

0.330 (r

C

D

E

E

33 1.000 &2

A

0.400 $

0.700 $

0.200 $

0.200 $B

0.300 kg

C

D

E

E

34 1.000 &2

A

1.050 $

1.050 $0.105 $

0.005 $

B

1.100 &2

1.050 &2

C

D

E

E

35 1.000 &2

A

0.200 $

0.100 $


173/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.010 $

0.010 $

B

1.020 (r

0.200 kg

C

D

E

E

36 1.000 &@

A

0.250 $

0.150 $

0.015 $

0.013 $

B1.100 (r

0.050 kg

C

D

E

E

37 1.000 &@

A

0.150 $

0.250 $0.025 $

0.075 $

B

0.011 &3

0.050 kg

0.009 &2

C

D

E

E

3 1 &@

A

0.235 $


174/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.776 $

0.07% $

0.07% $

0.025 $

0.013 $

B

326.000 Kg

0.317 Kg

0.429 Kg

215.000 tr

0.03% &3

0.043 kg

21.600 kg

0.011 kg

C

DE

E

3 1.000 (ua

A

2.610 $

0.720 $

0.100 $

0.072 $

0.10% $

B0.371 (

4.%50 kg

114.000 kg

0.120 &3

0.033 &3

C

D

E

E

4 1.000 &@A

0.075 $

0.050 $


175/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

0.010 $

0.005 $

0.10% $

B

1.000 (

1%.900 (

3.920 kg

0.024 &3

0.056 &3

C

D

E

E

41 1.000 &2

A

0.400 $0.200 $

0.500 $

0.020 $

0.020 $

B

10.36% kg

6.320 kg

C

D

EE

42 1.000 &@

A

0.043 $

0.043 $

0.004 $

0.002 $

B

1.100 &@

1.000 (0.060 (t

C

D


176/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

E

E

43 1.000 &2

A

0.0%5 $

0.0%5 $0.009 $

0.005 $

B

4.400 &@

4.500 (

0.270 (t

C

D

E

E44 1.000 &2

A

0.0%5 $

0.0%5 $

0.009 $

0.005 $

B

1.100 &2

10.000 (

7.000 &@C

D

E

E

45 1.000 unit

A

2.000 $

1.500 $

0.150 $

0.075 $

B

32.050 &@

10.030 &@


177/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

2.000 set

1.000 set

6.000 p+s

5.000 set

17.000 set

C

D

E

E

46 1.000 unit

A

1.500 $

1.000 $

0.100 $

0.050 $

B6.500 &@

3.760 &2

2.000 set

1.000 set

1.000 p+s

3.000 set

C

D

E

E

47 1.000 unit

A

1.500 $

1.000 $

0.100 $

0.100 $

0.050 $

B

5.200 &@

1.000 (1.000 set

1.000 p+s

2.000 set


178/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

C

D

E

E

4 1.000 unit

A1.125 $

0.750 $

0.075 $

0.075 $

0.03% $

B

4.775 &@

1.000 (

1.000 set

2.000 setC

D

E

E

4 1.000 unit

A

1.500 $

1.000 $

0.100 $

0.100 $0.050 $

B

6.125 &@

2.000 (

1.000 set

1.000 p+s

4.000 set

C

D

E

E

5 1.000 unit

A


179/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

1.500 $

1.000 $

0.100 $

0.100 $

0.050 $

B

5.275 &@

6.%40 &@

2.%20 &2

1.000 p+s

2.000 set

2.%20 &2

C

D

E

E51 1.000 unit

A

2.250 $

1.500 $

0.150 $

0.075 $

B

5.375 &@

17.400 &@

1.000 p+s2.000 set

1.100 &2

C

D

E

E

52 1.000 unit

A

1.500 $

1.000 $0.100 $

0.050 $

B


180/310


PEKERAAN ARSITEKTUR

Proyek :

Loka"# :

NO KOEF SAT

14.%00 &@

2.700 &2

2.000 set

3.000 set

6.000 set

C

D

E

E

53 1.000 unit

A

1.500 $

1.000 $

0.100 $

0.050 $

B4.300 &@

0.900 &2

1.000 set

2.000 set

C

D

E

E


181/310

ERAAN ( AHSP )




Pa"angan D#n!#ng Ba$a ,>2

Tenaga




"an#!r Rp 105,000.00

Baan

Bata "era Rp %00.00

P!rtan# e&ent Rp 1,226.00


Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Pa"angan D#n!#ng Ba$a ,>1




"an#!r Rp 105,000.00

Baan

Bata "era Rp %00.00



Pe!a"a#an

J$%"a A&B&CO'e!ea( : P!)*+# .10


P:e"$eran C Ac#an

Tenaga




"an#!r Rp 105,000.00

Baan

P!rtan# e&ent Rp 1,226.00Pasir Pasang Rp 155,100.00

Pe!a"a#an

J$%"a A&B&C


182/310

ERAAN ( AHSP )




O'e!ea( : P!)*+# .10


Ac#an

Tenaga


Tukang Batu Rp 94,500.00Kepaa Tukang Rp 105,000.00

"an#!r Rp 105,000.00

Baan


Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


P:e"$eran (,>4)




"an#!r Rp 105,000.00

Baan



Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Pa"ang D#n!#ng Ro"$er uk'/-/- cm

Tenaga




"an#!r Rp 105,000.00

Baan

R!ster pra+etak uk.20 20 +& Rp 10,300.00



Pe!a"a#an

J$%"a A&B&C


183/310

ERAAN ( AHSP )




O'e!ea( : P!)*+# .10


Pa"ang G:a"" B:ock uk' /-/-,-

Tenaga


Tukang Batu Rp 94,500.00Kepaa Tukang Rp 105,000.00

"an#!r Rp 105,000.00

Baan

ass (!+k Rp 20,000.00



Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10

Ha!ga Sa#$an Pee!aanBa:ok !an Ko:om Prak$#" K,51

Tenaga




Tukang Besi Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Kayu Kelas III Rp 1,%9%,100.00Paku 2'-5' Rp 16,700.00

Besi Beton Rp 10,100.00

Kawat Beton Rp 16,400.00



Keriki Rp 232,599.00

)ir Rp 1%.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


a$ *en# Be"#

Tenaga


184/310

ERAAN ( AHSP )





Tukang at Rp 94,500.00


"an#!r Rp 105,000.00

Baan

"eni Besi Rp 73,900.00

Pe!a"a#an

Kuas Rp 14,200.00

J$%"a A&B&C

O'e!ea( : P!)*+# .10


a$ Be"#

Tenaga



Kepaa Tukang Rp 105,000.00"an#!r Rp 105,000.00

Baan

at Besi Rp 52,200.00

Tinner Rp 17,300.00

Pe!a"a#an

Kuas Rp 14,200.00

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Peker9aan Ra#::#ng Tangga P#a B:ack S$ee:Tenaga


Tukang 'as Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Pipa Ba+k tee 2 1/2- Rp 2%,%00.00

Pipa Ba+k tee 1- Rp 11,000.00

*inis at Rp 32,223.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10



185/310

ERAAN ( AHSP )




Peker9aan Tra:#" Be"# Rangka Ho:o 7#n#"8 ca$ an$#=koro"#

Tenaga


Tukang 'as Rp 94,500.00


"an#!r Rp 105,000.00

Baan

Besi !! 36 +& Rp 40,350.00

Besi !! 510 +& Rp 76,350.00

at "eni Besi Rp 30,933.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


Pa"ang :#n$ keram#k bor!er ukuran ,-/-




"an#!r Rp 105,000.00

Baan

Pint Kera&ik uk.10 20 +& Rp 6,000.00



e&en


186/310

ERAAN ( AHSP )




e&en


187/310

ERAAN ( AHSP )





"an#!r Rp 105,000.00

Baan

Kera&ik uk. 20 20 +& Rp 6,900.00



e&en


188/310

ERAAN ( AHSP )





a$erroo7#ng bak bunga C anoy

Tenaga



Kepaa Tukang Rp 105,000.00"an#!r Rp 105,000.00

Baan

)uapr!! Rp 39,270.00

Pe!a"a#an

J$%"a A&B&C

O'e!ea( : P!)*+# .10


F:oor Har!ener

Tenaga

Pekerja Rp 67,550.00 Tukang Rp 94,500.00


"a

engineering estimate

Documents