RAB Drainase Lembata

7/21/2019 RAB Drainase Lembata

http://slidepdf.com/reader/full/rab-drainase-lembata 1/64

CANAL HYDRAULICS

DIMENSI SALURAN DAERAH IRIGASI RAWA POMPA

Luas Sawah 1,194 ha

100%

Net Field Requirement

0.80

S A L U R A NEfficienc Kebutuhan Air

% !a"i

Sa#u$an !$ie$ 90% 1.&'

Sa#u$an Se(un"e$ 90% 1.11

Sa#u$an )e$sie$ 80% 1.00

H I D R O L I S -

N A M A S A L U R A N Panjang Sal !eni" Sal Area Sa#ah Debit * + h i$in- )a#u"

$ m % / ha / "2 / / # $

SALURAN INDUK SIAK

!$ie$ Sia( Ruas 1 &130 Sa#. e25n 549.50 0.679 0.617 1.&0 0.917 0 0

BLOK SEKUNDER SIAK KIRI

Se(un"e$ Sia( i$i Ruas 1 RE: Sa#. e25n 549.50 0.611 0.3'0 1.&0 0.96& 0 0

Tersier Si Ki 1 Ka 831 Sal. Tanah 41.50 0.042 0.168 0.40 0.337 1 1

Tersier Si Ki 1 Ki 785 Sal. Tanah 39.00 0.039 0.166 0.40 0.326 1 1

Se(un"e$ Sia( i$i Ruas & RE: Sa#. e25n &96.00 0.'&9 0.436 1.00 0.7&& 0 0



Se(un"e$ Sia( i$i Ruas ' RE: Sa#. e25n &07.00 0.&'0 0.41' 0.80 0.698 0 0



Se(un"e$ Sia( i$i Ruas 4 RE: Sa#. e25n 110.00 0.1&' 0.'37 0.70 0.490 0 0



Se(un"e$ S. Raa Ruas 1 RE: Sa#. e25n 173.00 0.19' 0.'98 0.80 0.603 0 0

Tersier Sr 1 Ka 752 Sal. Tanah 43.00 0.043 0.170 0.40 0.343 1 1

Se(un"e$ S. Raa Ruas & RE: Sa#. e25n 1'0.00 0.143 0.'7& 0.73 0.319 0 0


Se(un"e$ S. Raa Ruas ' RE: Sa#. e25n 89.00 0.099 0.''6 0.60 0.49& 0 0


Se(un"e$ S. Raa Ruas 4 RE: Sa#. e25n 4'.00 0.048 0.&8' 0.30 0.''9 0 0

Tersier Sr 4 Ka 950 43.00 0.043 0.170 0.40 0.343 1 1

BLOK SEKUNDER SIAK KANAN

Se(un"e$ Sia( anan Ruas 1 RE: Sa#. e25n 486.30 0.341 0.311 1.10 0.96' 0 0 Tersier Si Ka 1 Ki 823 Sal. Tanah 47.00 0.047 0.174 0.40 0.359 1 1

Tersier Si Ka 1 Ka 858 Sal. Tanah 49.00 0.049 0.175 0.40 0.366 1 1

Se(un"e$ Sia( anan Ruas & RE: Sa#. e25n '18.30 0.'34 0.46' 1.00 0.763 0 0

Tersier Si Ka 2 Ki 835 Sal. Tanah 46.00 0.046 0.173 0.40 0.355 1 1


Se(un"e$ Sia( anan Ruas ' RE: Sa#. e25n &&4.30 0.&30 0.4&6 0.90 0.63& 0 0



Se(un"e$ Sia( anan Ruas 4 RE: Sa#. e25n 97.30 0.109 0.'48 0.70 0.447 0 0



Sa#u(a Sia( anan Ruas 3 RE: Sa#. e25n 71.80 0.080 0.'01 0.60 0.44& 0 0

Tersier Si Ka 5 Ki 1 836 Sal. Tanah 47.80 0.048 0.174 0.40 0.362 1 1

Sa#u(a Sia( anan Ruas 6 RE: Sa#. e25n &4.00 0.0&7 0.&'1 0.43 0.&37 0 0

Tersier Si Ka 5 Ki 2 410 Sal. Tanah 24.00 0.024 0.147 0.30 0.282 1 1

BLOK SEKUNDER SUNGAI LANGSAT

Se(un"e$ S. Lan-sa2 Ruas 1 RE: Sa#. e25n 158.00 0.176 0.'91 0.80 0.36' 0 0

Tersier Sl 1 Ki 520 Sal. Tanah 8.70 0.011 0.121 0.25 0.203 1 1

Tersier Sl 1 Te 867 Sal. Tanah 45.00 0.045 0.172 0.40 0.351 1 1

Tersier Sl 1 Ka 1193 Sal. Tanah 33.30 0.034 0.159 0.35 0.316 1 1

Se(un"e$ S. Lan-sa2 Ruas & RE: Sa#. e25n 71.00 0.079 0.'&0 0.60 0.41& 0 0

De+i2 Rencana, ;100

< ; N5$a#

!a"i# "2 ha

/ ' "2

b

h

F

ML

&

MR

&



Sal!a" S#$"%#! S"&a' Ra(a 173.00

Sal!a" S#$"%#! S"&a' L"&)a* 158.00

LUAS POTENSIAL DI. SIAK 1193.80

PEMUKIMAN 130.40

!eu(ian 1 ''

!eu(ian & ()'

!eu(ian ' *)

PAN+ANG SALURAN DI. SIAK

!AN=AN> SAL. INDU SIA &,130

BLOK SEKLUNDER SIAK KIRI

!AN=AN> SAL. SEUNDER RE:

!AN=AN> SAL. )ERSIER RE:

BLOK SEKLUNDER SIAK KANAN



BLOK SEKLUNDER SUNGAI RA,A



BLOK SEKLUNDER SUNGAI LANGSAT



)?)AL !AN=AN> SALURAN

!AN=AN> SAL. INDU &,130







No Pekerjaan Perhitungan Volume

1 Galian Tanah Panjang 1,885.65 m1 8Banyak 1 Unit'

Area 4.25 m2

2 Timbunan Hasil Galian Area 2.400 m2

Unit 1 Unit'

Panjang 15.!5 m1

" Timbunan #i$atangkan Area ".000 m2

Unit 1 Unit'

Panjang 500 m1

Bet%n &225 aluran ( aluran Tertutu) *

1 &%l%m Tinggi 1. m

Tebal 0.2 m

Panjang 0.2 m

Unit 2 &i+&a

,umlah 5.!!- Btg

2 #in$ing aluran t 20 /m Tinggi 1.! m

Tebal 0.2 m

Panjang 1-!0 m

Unit 2 &i+&a

" l%% ( "0 "0 /m * Tebal 0." m

ebar 0." m

Panjang 1-!0 m

Unit 2 &i+&a

4 Bal%k ( 20 20 * Tebal 0.2 mebar 0.2 m

Panjang 1-!0 m

Unit 2 &i+&a

5 Plat Atas ( t 20 3m * Tebal 0.2 m

ebar 1.! m

Panjang 1-!0 m

Unit 1

Su !otal "

Bet%n &225 aluran ( aluran Terbuka *

1 &%l%m Tinggi 1. m Tebal 0.2 m

Panjang 0.2 m

Unit 2 &i+&a

,umlah 5-.!!- buah

2 #in$ing aluran t 20 /m Tinggi 1.! m

Tebal 0.2 m

Panjang 1-!0 m

Unit 2 &i+&a




Panjang 0.2 m

Unit 4 Bh ,umlah 4.000 Unit

TTA

Bet%n B 0

1 antai aluran ebar 1.-5 m Tebal 0.2 m

Panjang 165.- m

Unit 1 Unit

Penulangan

Penulangan

Kolom

1.begel 7 + 20 #iameter mm

Panjang &%l%m 1. m

,arak 0.2 m

,mlh 10

Panjang Begel 0.8

,umlh &%l%m 350.000 Bh

Berat8m' 0.3#456 kg8m'

2.besi 4 + 710 #iameter 10 mm

Panjang &%l%m 1.8 m ,mlh 4

,umlh &%l%m 350.000 Bh

Berat8m' 0.6165 kg8m'

Sloo$

1.begel 7 + 20 #iameter mm

Panjang &%l%m 1050 m

,arak 0.2 m

,mlh 5253

Panjang Begel 1.2

,umlh &%l%m 2.000 Unit


2.besi ! + 710 #iameter 10 mm

Panjang l%% 1050 m

,mlh l%% 2 Unit

,umlh Besi 6.000 Bh


%alok

1.begel 7 + 20 #iameter mm Panjang &%l%m 1050 m

,arak 0.2 m

,mlh 5253

Panjang Begel 1.2

,umlh &%l%m 2.000 Unit



Panjang l%% 1050 m

,mlh l%% 2 Unit

,umlh Besi 4.000 Bh


Plat &ta'

1 elintang 712 20 #iameter 12 mm




Panjang &%l%m 4 m

,arak 0.2 m ,mlh 21

Panjang Begel 0.8

,umlh &%l%m 20.000 Bh



Panjang &%l%m 1.8 m

,mlh 4

,umlh &%l%m 20.000 Bh


(in)ing

1.elintang 710 + 15 #iameter 10 mm

Panjang #in$ing 4 m

,arak Besi 0.15 m

,mlh 27.67

Unit 4


Unit 5 &a+ki

ub T%tal

! Panjang 1050 m

Unit 2 &i+&a

Pemasangan /er%3%k &ayu + 10+12 ( ,arak 50 3m



ENGINEER'S ESTIMATE ( EE )REKAPITULASI TOTAL HARGA

KEGIATAN : PENYUSUNAN RENCANA INDUK SISTEM DRAINASE

DAN DED DRAINASE KOTA LEWOLEBA

TAHUN ANGGARAN : 2014Pro! K"#!Ko$%" : KOTA LEWOLEBA

NO LOKASI PEKER&AAN

1 Zona I 6,321,131,000.00

2 Zona II 3,766,010,000.00

3 Zona III 2,558,285,000.00

4 Zona IV 17,985,784,000.00

5 Zona V 9,961,515,000.00

6 Zona VI 4,300,040,000.00

7 Zona VII 14,185,183,000.00

8 Zona VIII 6,012,128,000.00

65,090,076,000.00

To" H"r" T*r+",-. PPN 1/01012000300PA

T*r#"5 :

Kupang, November 2014

Team Leaer

&UMLAH HARGA(R)

Seratus Tiga Puluh Milyar Seratus Tujuh Puluh Sembilan Juta Tiga Ratus DelapanPuluh Enam Ribu Rupiah



ENGINEER'S ESTIMATE ( EE )REKAPITULASI DA6TAR KUANTITAS DAN HARGA



LOKASI : 7ONA I

PAN&ANG SALURAN : 80 M'


NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 61,247,268.23

* %&K&'(!!N T!N!+ 812,837,600.60

%&K&'(!!N )T'"KT"' 9,390,274.94

& %&K&'(!!N )!L"'!N 4,797,700,408.60

- %&K&'(!!N !)%!L 3,807,581.45

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) 4;4/1//32

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) 4;4/1/3/

(C) To" H"r" T*r+",-. PPN = (A) @ (B) ;/211/144320PA

(D) &-+"9 To" D#-"."5 ;/211/1000300

T*r#"5 :Enam Milyar Tiga Ratus Dua Puluh Satu Juta Tiga Seratus Tiga Puluh Satu Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)






LOKASI : 7ONA II



NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 58,727,062.63

* %&K&'(!!N T!N!+ 326,662,183.33

%&K&'(!!N )T'"KT"' 17,928,236.42

& %&K&'(!!N )!L"'!N 2,951,643,167.00

- %&K&'(!!N !)%!L 7,184,406.20

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) /42/;403

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) /42/;403;

(C) To" H"r" T*r+",-. PPN = (A) @ (B) /;;008;1314

(D) &-+"9 To" D#-"."5 /;;010000300

T*r#"5 :Tiga Milyar Tujuh Ratus Enam Puluh Enam Juta Sepuluh Ribu Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)






LOKASI : 7ONA III



NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 31,122,636.88

* %&K&'(!!N T!N!+ 56,849,470.59

%&K&'(!!N )T'"KT"' 1,590,059.99

& %&K&'(!!N )!L"'!N 2,171,805,232.30

- %&K&'(!!N !)%!L 2,846,070.98

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) 2/21/4034

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) 2/21/430

(C) To" H"r" T*r+",-. PPN = (A) @ (B) 224131

(D) &-+"9 To" D#-"."5 22000300

T*r#"5 :

Dua Milyar Lima Ratus Luma Puluh Tujuh Juta Sembilan Ratus Dua Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)








LOKASI : 7ONA



NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 140,708,959.53

* %&K&'(!!N T!N!+ 1,201,892,993.12

%&K&'(!!N )T'"KT"' 6,412,576.17

& %&K&'(!!N )!L"'!N 7,642,907,954.00

- %&K&'(!!N !)%!L 2,499,927.21

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) 8082241030/

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) 8082241300

(C) To" H"r" T*r+",-. PPN = (A) @ (B) 88;114;130/

(D) &-+"9 To" D#-"."5 88;11000300

T*r#"5 :

Sembilan Milyar Sembilan ratus Enam Puluh Satu Lima Ratus Lima Belas Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)






LOKASI : 7ONA I

PAN&ANG SALURA : /84 M'


NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 42,738,146.22

* %&K&'(!!N T!N!+ 650,343,299.66

%&K&'(!!N )T'"KT"' 8,006,840.71

& %&K&'(!!N )!L"'!N 3,143,324,119.10

- %&K&'(!!N !)%!L 3,215,290.99

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) /80812;8;3;

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) /80812;83;

(C) To" H"r" T*r+",-. PPN = (A) @ (B) 4/000404;;3/

(D) &-+"9 To" D#-"."5 4/00040000300

T*r#"5 :

Empat Milyar Tiga Ratus Juta Empat Puluh Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)






LOKASI : 7ONA II



NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 139,104,655.25

* %&K&'(!!N T!N!+ 2,073,201,346.35

%&K&'(!!N )T'"KT"' 3,690,988.16

& %&K&'(!!N )!L"'!N 10,616,624,148.90

- %&K&'(!!N !)%!L 1,499,956.32

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) 128;2108438

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) 128;210830

(C) To" H"r" T*r+",-. PPN = (A) @ (B) 1411/20434

(D) &-+"9 To" D#-"."5 1411/000300

T*r#"5 :


Team Leaer

&UMLAH HARGA(R)

Empat Belas Milyar Seratus Delapan Puluh Lima Juta Seratus Delapan Puluh Tiga Ribu

Rupiah






LOKASI : III



NO &ENIS PEKER&AAN

! "#"# 58,000,000.00

$ %&K&'(!!N %&')I!%!N 81,405,992.80

* %&K&'(!!N T!N!+ 675,237,824.04

%&K&'(!!N )T'"KT"' 3,690,988.16

& %&K&'(!!N )!L"'!N 4,642,236,041.30

- %&K&'(!!N !)%!L 1,499,956.32

%&K&'(!!N L!IN /L!IN 3,500,000.00

(A) &-+"9 H"r" (T*r+",-. B"%" U+-+ $"5 K*-5-5"5) 4;0023;2

(B) P"<". P*r"+#"9"5 N" (PPN) = 10> ? (A) 4;0032;

(C) To" H"r" T*r+",-. PPN = (A) @ (B) ;0121223

(D) &-+"9 To" D#-"."5 ;01212000300

T*r#"5 : Enam Milyar Dua Belas Juta Seratus Dua Puluh Delapan Ribu Rupiah


Team Leaer

&UMLAH HARGA(R)



DA6TAR KUANTITAS DAN HARGA

PAKET : %&N")"N!N '&N*!N! IN"K )I)T&# '!IN!)& !N & '!IN!)& KT! L&L&$!

LOKASI : ZN! I

PAN&ANG SALURAN : 5,590.00

TAHUN ANGGARAN : 2014

Pro! K"#!Ko$%" : KT! L&L&$!

MATA PERKIRAAN HARGA

PEMBA URAIAN SATUAN KUANTITAS SATUAN

YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")

B PEKER&AAN PERSIAPAN

1 %emberan Loa # 8,385.00 262.63

2 %enguuran an %emaoan Loa # 5,590.00 10,562.64

&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 15,542.00 49,965.36

2 "rugan +a aan #3 3,885.50 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")

D PEKER&AAN STRUKTUR

1 %a euer $eon #uu K/250 :5.5;1.5;0.15< "n 3.00 3,130,091.65

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 1,022.00 239,464.50

2 %aangan $au Ka :1=4< #3 5,429.00 685,161.40

3 %eeran )auran :1=2< #2 28,970.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.74 708,227.37

2 "rugan !grega Kea $ #3 4.95 395,614.15

3 %engapaan #anua #2 24.75 53,472.02





LOKASI : ZN! II



Pro! K"#!Ko$%" :KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 5,425.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 6,246.00 49,965.36

2 "rugan +a aan #3 1,561.50 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.5;1.0;0.15< "n 2.00 2,141,924.34

2 %a euer $eon #uu K/250 :5.5;1.2;0.15< "n 2.00 2,537,191.26

3 %a euer $eon #uu K/250 :5.5;1.5;0.15< "n 2.00 3,130,091.65

4 %a euer $eon #uu K/250 :5.0;1.2;0.15< "n 1.00 2,309,821.93

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 541.00 239,464.50

2 %aangan $au Ka :1=4< #3 3,400.00 685,161.40

3 %eeran )auran :1=2< #2 17,125.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 1.40 708,227.37

2 "rugan !grega Kea $ #3 9.34 395,614.15

3 %engapaan #anua #2 46 70 53 472 02





LOKASI : ZN! III



Pro! K"#!Ko$%" : KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 2,875.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 1,087.00 49,965.36

2 "rugan +a aan #3 271.75 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.0;0.8;0.15< "n 1.00 1,590,059.99

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 433.00 239,464.50

2 %aangan $au Ka :1=4< #3 2,465.00 685,161.40

3 %eeran )auran :1=2< #2 13,184.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.56 708,227.37

2 "rugan !grega Kea $ #3 3.70 395,614.15

3 %engapaan #anua #2 18.50 53,472.02

&-+"9 H"r" P*.*r<""5 S-# 6 (D5$"9."5 .* R*."-", B"%")

G PEKER&AAN LAIN FLAIN





LOKASI : >ona IV



Pro! K"#!Ko$%" : KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 19,441.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 52,909.00 49,965.36

2 "rugan +a aan #3 13,227.25 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.0;1.0;0.15< "n 1.00 1,949,940.96

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 2,186.00 239,464.50

2 %aangan $au Ka :1=4< #3 15,221.00 685,161.40

3 %eeran )auran :1=2< #2 81,936.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.15 708,227.37

2 "rugan !grega Kea $ #3 1.00 395,614.15

3 %engapaan #anua #2 5.00 53,472.02

&-+"9 H"r" P*.*r<""5 S-# 6 (D5$"9."5 .* R*."-", B"%")






LOKASI : ZN! V



Pro! K"#!Ko$%" : KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 12,998.20 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 22,981.00 49,965.36

2 "rugan +a aan #3 5,745.25 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :6.5;0.7;0.15< "n 1.00 1,826,832.84

2 %a euer $eon #uu K/250 :6.5;0.8;0.15< "n 1.00 2,059,852.25

3 %a euer $eon #uu K/250 :6.5;1.0;0.15< "n 1.00 2,525,891.08

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 1,286.00 239,464.50

2 %aangan $au Ka :1=4< #3 8,713.00 685,161.40

3 %eeran )auran :1=2< #2 47,464.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.49 708,227.37

2 "rugan !grega Kea $ #3 3.25 395,614.15

3 %engapaan #anua #2 16.25 53,472.02





LOKASI : ZN! VI



Pro! K"#!Ko$%" : KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 3,948.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 12,435.00 49,965.36

2 "rugan +a aan #3 3,108.75 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.5;1.1;0.15< "n 1.00 2,339,557.80

2 %a euer $eon #uu K/250 :5.5;1.4;0.15< "n 1.00 2,932,458.19

3 %a euer $eon #uu K/250 :5.5;1.3;0.15< "n 1.00 2,734,824.72

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 740.00 239,464.50

2 %aangan $au Ka :1=4< #3 3,537.00 685,161.40

3 %eeran )auran :1=2< #2 18,869.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.63 708,227.37

2 "rugan !grega Kea $ #3 4.18 395,614.15

3 %engapaan #anua #2 20.90 53,472.02





LOKASI : ZN! VII



Pro! K"#!Ko$%" : KT! L&L&$!



YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 12,850.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 39,641.00 49,965.36

2 "rugan +a aan #3 9,910.25 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.5;1.5;0.15< "n 1.00 3,690,988.16

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 2,106.00 239,464.50

2 %aangan $au Ka :1=4< #3 12,065.00 685,161.40

3 %eeran )auran :1=2< #2 64,177.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.29 708,227.37

2 "rugan !grega Kea $ #3 1.95 395,614.15

3 %engapaan #anua #2 9.75 53,472.02

&-+"9 H"r" P*.*r<""5 S-# 6 (D5$"9."5 .* R*."-", B"%")




YARAN ( R3)

" # $ *

A UMUM

1 #oba L 1.00 58,000,000.00

&-+"9 H"r" P*.*r<""5 S-# A (D5$"9."5 .* R*."-", B"%")


1 %emberan Loa # 7,520.00 262.63


&-+"9 H"r" P*.*r<""5 S-# B (D5$"9."5 .* R*."-", B"%")

C PEKER&AAN TANAH

1 aan )auran engan !a #3 12,911.00 49,965.36

2 "rugan +a aan #3 3,227.75 9,336.25

&-+"9 H"r" P*.*r<""5 S-# C (D5$"9."5 .* R*."-", B"%")


1 %a euer $eon #uu K/250 :5.5;1.5;0.15< "n 1.00 3,690,988.16

&-+"9 H"r" P*.*r<""5 S-# D (D5$"9."5 .* R*."-", B"%")

E PEKER&AAN SALURAN

1 "rugan %ar #3 955.00 239,464.50

2 %aangan $au Ka :1=4< #3 5,246.00 685,161.40

3 %eeran )auran :1=2< #2 28,482.00 28,761.70

&-+"9 H"r" P*.*r<""5 S-# E (D5$"9."5 .* R*."-", B"%")

6 PEKER&AAN ASPAL

1 aan !pa #3 0.29 708,227.37

2 "rugan !grega Kea $ #3 1.95 395,614.15 3 %engapaan #anua #2 9.75 53,472.02

&-+"9 H"r" P*.*r<""5 S-# 6 (D5$"9."5 .* R*."-", B"%")


1 Te #uu $eon L 1.00 3,500,000.00

&-+"9 H"r" P*.*r<""5 S-# G (D5$"9."5 .* R*."-", B"%")



P*+"!-N&N V/-* P*K*+&&N &&N &+*N

No Pekerjaan Perhitungan Volume Vo

1 Galian Tanah Panjang 1115 m1 561#

Banyak 2 Unit'

Area 2.52

2 Galian /a$as Panjang 1000 m1 540

Banyak 1 Unit'

Area 0.54

" Timbunan Hasil Galian Area 0.40 m2 187

Unit 2 Bh

Panjang 1115

4 #in$ing /%r Bet%n Bertulang B.&+1-5 20 3m Tinggi 1.- m 758.2 Tebal 0.2 m

Panjang 1115 m

Unit 2

5 antai Tan)a Tulangan B.&+1-5 10 3m ebar 2 m 223.0

Tebal 0.1 m

Panjang 1115 m

! engkang 20 20 ,arak "m B+& 225 ebar 0.2 m 24.1#

Panjang 1.! m

Tebal 0.2 m

,umlah "- BhUnit 1

- Bal%k ebar 0.2 m 9.2

Panjang 1115 m

Tebal 0.2 m

Unit 2

l%: enerus ebar 0.2 m 9.2

Panjang 1115 m

Tebal 0.2 m

Unit 2

Plat Atas Tinggi 0.15 m 10.0Pjg 400 m

ebar " m

Unit 1

TTA 382.5

antai &erja + & 125 Tebal 0.1

ebar 1

Unit 2

Panjang 50 170

! Tulangan 1 a)is

a #in$ing #iameter 12 mm 15,

emanjang 12-50 melintang 4251 m

Berat8m' 0. kg8m'

b &%l%m Tegak 20 20 ,arak " m+& 225 #iameter 12 mm +*

emanjang ;<=>? m

elintang -.2 m

Berat8m' 0. kg8m'

#iameter 20 mm +*

elintang 12




$ engkang 20 "0 ,arak " m+& 225 #iameter 12 mm +

emanjang ;<=>? m

elintang 12 m

Berat8m' 0. kg8m'

#iameter 12 mm +

elintang 15

emanjang ;<=>?

Berat8m' 0. kg8m'

e P%n$asi enerus #iameter 12 mm

emanjang 4 m

elintang 50 m

Unit 2

Berat8m' 0. kg8m'

#iameter 12 mm 1

emanjang 10.4 m

elintang 50 m

Unit 2

Berat8m' 0. kg8m'

TTA +

! Panjang 501 m

Unit 2 m

Pemasangan /er%3%k &ayu + 10+12 ( ,arak 50 3m



DAFTAR HARGA SATUAN UPAH

PAK, .

P,K,R!AAN .

PROP/KA0/KOA .

HARGA SATUANKETERANGANNO. U R A I A N KOTA BATAM

(Rp.)

e er a 3 am 3 ar

( u1ang &632&'(7 / !am

25366666 / Hari

) Mand8r &(3&'(4* / !am

45366666 / Hari

' O9erat8r &632&'(7 / !am

25366666 / Hari

5 Su9ir 4352&') / !am

*6366666 / Hari

* Me1ani1 &(3&'(4* / !am

45366666 / Hari

2 Pembantu O9erat8r 23&'(4* / !am

56366666 / Hari

4 Pembantu Su9ir 23&'(4* / !am

56366666 / Hari

7 Pembantu Me1ani1 23&'(4* / !am 56366666 / Hari



DAFTAR HARGA SATUAN BAHAN

PAK, . 6

P,K,R!AAN . 6

PROP/KA0/KOA . 6

HARGA SATUAN

KETERANGANNO. U R A I A N

(Rp.)

& Seen 63,000.00 -

1,'00.00 -

( a@a )u#an-an / !5#5s 9,000.00 -

) a@a )u#an-an / U#i$ 10,300.00 -

' !asi$ e25n 113,000.00 '

5 !asi$ U$u- 33,000.00 '

* !asi$ !asan- 83,000.00 '

* )anah )i+un &8,000.00 '

2 e$i(i# a2u !ecah 140,000.00 '

4 awa2 e25n 6,300.00 -

7 !a(u e25n &0,000.00 -

&6 au e#as II 1,300,000.00 '

&& )$i#e( 9 93,000.00 L+$

&( au ce$ucu( / 10 B13 c 1&,000.00 2-

&) ?#i esin &7,300.00 Li2e$

&' ina( ensin / !$eiu 3,300.00 Li2e$

&5 ina( S5#a$ 3,000.00 Li2e$

&* ina( !e#uas &3,000.00 Li2e$

&2 >5$5n- B >5$5n- 43 c &03,000.00 h

&4 >5$5n- B >5$5n- 43 B 73 c '&8,000.00 h

&7 >5$5n- B >5$5n- 73 B 1&0 c 316,600.00 h(6 >5$5n- B >5$5n- 130 c 1,'1&,000.00 h

(& e$+ ans2in )e B 8 49,&00.00 h

(( e$+ ans2in S5fa 3','00.00 h

() !a*in- )$ihe<a-5n 26c &,400.00 h

(' e25n Rea"i< B 0 71&,380.00 '

(5 e25n Rea"i< B 173 90&,000.00 '

(* e25n Rea"i< B &&3 936,1&0.00 '

(2 e25n Rea"i< B &73 1,010,&40.00 '

(4 e25n Rea"i< B '00 1,0'7,'00.00 '

(7 e25n Rea"i< B '30 1,091,4&0.00 '

)6 e25n Rea"i< B 400 1,143,340.00 '



ANALISA HARGA SATUAN

N!#! K&I!T!N %&N")"N!N '&N*!N! IN"K )I)T&# '!IN!)&

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : P*+#*r,9"5 Lo.",

)!T"!N = #

+!'! )!T"!N R 2;23;/

PERKIRAAN HARGA &UMLAH

NO3 KOMPONEN SATUAN KUANTITAS SATUAN HARGA

(R3) (R3)

A3 TENAGA

1. %eer?a + 0.0050 30,500.00 152.50

2. #anor + 0.0025 34,500.00 86.25

&UMLAH HARGA TENAGA 238.75

B3 BAHAN

&UMLAH HARGA BAHAN 0.00

C3 PERALATAN

&UMLAH HARGA PERALATAN 0.00

D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 238.75

E3 V&'+&! A %'-IT 10.0 B ; 23.88

63 +!'! )!T"!N %&K&'(!!N : @ & < 262.63





!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : G""5 $*5"5 A"

)!T"!N = #3

+!'! )!T"!N R 488;3/;



(R3) (R3)

A3 TENAGA

1. %eer?a (am 0.2410 6,100.00 1,470.10

2. #anor (am 0.0602 6,900.00 415.38

&UMLAH HARGA TENAGA 1,885.48

B3 BAHAN


C3 PERALATAN

1. &;Cavaor (am 0.0602 382,174.63 23,006.91

2 ump TruC ?am 0.1160 176,988.45 20,530.66

&UMLAH HARGA PERALATAN 43,537.57

D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 45,423.05

E3 V&'+&! A %'-IT 10.0 B ; 4,542.31

63 +!'! )!T"!N %&K&'(!!N : @ & < 49,965.36





!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : Ur-"5 H", G""5

)!T"!N = #3

+!'! )!T"!N R 8//;32



(R3) (R3)

A3 TENAGA

1. %eer?a + 0.2500 30,500.00 7,625.00

2. #anor + 0.0250 34,500.00 862.50


B3 BAHAN


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 8,487.50

E3 V&'+&! A %'-IT 10.0 B ; 848.75

63 +!'! )!T"!N %&K&'(!!N : @ & < 9,336.25





!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : Ur-"5 D$""5."5)!T"!N = #3

+!'! )!T"!N R 1/4/4/3



(R3) (R3)

A3 TENAGA

1. %eer?a + 0.0100 30,500.00 305.00

2. #anor + 0.0010 34,500.00 34.50


B3 BAHAN

1 Tana Tmbunan %an #3 1.2000 96,000.00 115,200.00

&UMLAH HARGA BAHAN 115,200.00

C3 PERALATAN

1 &;Cavaor (am 0.0220 299,600.00 6,591.20


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 122,130.70

E3 V&'+&! A %'-IT 10.0 B ; 12,213.07

63 +!'! )!T"!N %&K&'(!!N : @ & < 134,343.77



(&NI) %&K&'(!!N : B*o5 B F0 F L"5" S"-r"5

)!T"!N = #3

+!'! )!T"!N RE6



(R3) (R3)

A3 TENAGA

1. %eer?a (am 5.3012 D'&-E D'&-E

2. Tuanng (am 1.7671 D'&-E D'&-E

3. #anor (am 0.4418 D'&-E D'&-E

&UMLAH HARGA TENAGA D'&-E

B3 BAHAN

1 )emen Kg 257.0000 D'&-E D'&-E

2 %ar #3 0.5804 D'&-E D'&-E

3 !grega Kaar #3 0.8615 D'&-E D'&-E

&UMLAH HARGA BAHAN D'&-E

C3 PERALATAN

1 aer %ump (am 0.4418 D'&-E D'&-E

2 *on. Vbraor (am 0.4418 D'&-E D'&-E

&UMLAH HARGA PERALATAN D'&-E

D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < D'&-E

E3 V&'+&! A %'-IT 10.0 B ; D'&-E

63 +!'! )!T"!N %&K&'(!!N : @ & < D'&-E




N!#! K&I!T!N %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : B*, Poo,

)!T"!N = Kg

+!'! )!T"!N R 144130



(R3) (R3)

A3 TENAGA

1. %eer?a + 0.0100 30,500.00 305.00

2. Tuang + 0.0400 34,500.00 1,380.00

3. #anor + 0.0200 34,500.00 690.00


B3 BAHAN

1 $a?a Tuangan :%oo< Kg 1.1000 9,400.00 10,340.00

2 KaFa $eon Kg 0.0200 22,500.00 450.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 13,165.00

E3 V&'+&! A %'-IT 10.0 B ; 1,316.50

63 +!'! )!T"!N %&K&'(!!N : @ & < 14,481.50




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : P*,*r"5 D5$5 1 : 2 = 1++)!T"!N = #2

+!'! )!T"!N R 2;130



(R3) (R3)

A3 TENAGA

1 %eer?a +ar 0.2000 30,500.00 6,100.00

2 Tuang +ar 0.1500 34,500.00 5,175.00

3 #anor +ar 0.0100 34,500.00 345.00


B3 BAHAN

1 )emen Za 0.1704 65,000.00 11,076.00

2 %ar %aang #3 0.0170 203,000.00 3,451.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 26,147.00

E3 V&'+&! A %'-IT 10.0 B ; 2,614.70

63 +!'! )!T"!N %&K&'(!!N : @ & < 28,761.70




NAMA K,:IAAN .

PAK, P,K,R!AAN .

!,NIS P,K,R!AAN : Cerocok Ka! D " #$%#& c'SAUAN . 0tg

HAR:A SAUAN Rp #**.$+

PERKIRAAN HARGA ,UMLAH

NO. KOMPONEN SATUAN KUANTITAS SATUAN HARGA

(Rp.) (Rp.)

A. TENAGA

& Pe1erja !am 6(666 23&'(4* &3'(452

( u1ang !am 66466 &632&'(7 452&'

) Mand8r !am 66'66 &(3&'(4* '452&

,UMLAH HARGA TENAGA (322&')

B. BAHAN

& Ka;u <er8=81 dia &( - &5 =m 0tg &6566 &(366666 &(3*6666

,UMLAH HARGA BAHAN &(3*6666

C. PERALATAN

& Alat 0antu L" &6666 &366666 &366666

,UMLAH HARGA PERALATAN &366666

D. !UMLAH HAR:A ,NA:A3 0AHAN DAN P,RALAAN $ A > 0 > < % &*3)2&')

E. O?,RH,AD @ PROFI &66 B D &3*)2&'

F. HAR:A SAUAN P,K,R!AAN $ D > , % &4366452




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : P","5"5 B"- K" (1:4))!T"!N = #3

+!'! )!T"!N R ;1;1340



(R3) (R3)

A3 TENAGA

1 %eer?a +ar 3.6000 30,500.00 109,800.00

2 Tuang +ar 1.2000 34,500.00 41,400.00

3 #anor +ar 0.1800 34,500.00 6,210.00


B3 BAHAN

1 )emen >a 3.2572 65,000.00 211,718.00

2 %ar %aang #3 0.5220 203,000.00 105,966.00

3 $au Ka #3 1.2000 123,150.00 147,780.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 622,874.00

E3 V&'+&! A %'-IT 10.0 B ; 62,287.40

63 +!'! )!T"!N %&K&'(!!N : @ & < 685,161.40




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : Ur-"5 P",r Ur-)!T"!N = #3

+!'! )!T"!N R 2/84;430



(R3) (R3)

A3 TENAGA

1 %eer?a +ar 0.3000 30,500.00 9,150.00

2 #anor +ar 0.0100 34,500.00 345.00


B3 BAHAN

1 %ar "rug #3 1.2000 173,500.00 208,200.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 217,695.00

E3 V&'+&! A %'-IT 10.0 B ; 21,769.50

63 +!'! )!T"!N %&K&'(!!N : @ & < 239,464.50





!N & '!IN!)& KT! L&L&$!(&NI) %&K&'(!!N : BOWPLANK

)!T"!N = (ara 10#

+!'! )!T"!N R 41;8;31;



(R3) (R3)

A3 TENAGA

1. %eer?a (am 0.1120 6,100.00 683.20

2. #anor (am 0.0110 6,900.00 75.90

3 Tuang (am 0.0450 6,900.00 310.50


B3 BAHAN

1 KaGu K III #3 0.0120 2,943,000.00 35,316.00

2 %au Kg 0.0480 22,500.00 1,080.003 *a Kg 0.0200 22,000.00 440.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 37,905.60

E3 V&'+&! A %'-IT 10.0 B ; 3,790.56

63 +!'! )!T"!N %&K&'(!!N : @ & < 41,696.16






N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : C*"."5 ! B*.*,5 S*+*5,",)!T"!N = #2

+!'! )!T"!N R 100/340



(R3) (R3)

A3 TENAGA

1 %eer?a +ar 0.1500 30,500.00 4,575.00

2 Tuang +ar 0.1300 34,500.00 4,485.00

3 #anor +ar 0.0025 34,500.00 86.25

4 Kepaa Tuang +ar 0.0130 36,750.00 477.75


B3 BAHAN

1 KaGu Kea III #3 0.0200 2,943,000.00 58,860.00

2 #nGa $eng Lr 0.0500 2,500.00 125.00

3 %au Kg 0.1500 22,500.00 3,375.00

4 Trpe Lbr 0.3500 55,000.00 19,250.00


C3 PERALATAN


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 91,234.00

E3 V&'+&! A %'-IT 10.0 B ; 9,123.40

63 +!'! )!T"!N %&K&'(!!N : @ & < 100,357.40




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : B*o5 M-- KF20)!T"!N = #3

+!'! )!T"!N R 2;483/



(R3) (R3)

A3 TENAGA

1. %eer?a ?am 5.3012 6,100.00 32,337.35

2. Tuang ?am 1.7671 6,900.00 12,192.77

3. #anor ?am 0.4418 6,900.00 3,048.19


B3 BAHAN

1 )emen Kg 354.8077 1,300.00 461,250.00

2 %ar *or #3 0.4435 200,000.00 88,701.92

3 Ker #3 0.6406 234,000.00 149,906.25


C3 PERALATAN

1. *onC. #;er ?am 0.4418 54,575.34 24,109.59

2. aer Taner ?am 0.0534 162,926.06 8,705.94

3. *on. Vbraor ?am 0.4418 29,575.76 13,065.60


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 793,317.61

E3 V&'+&! A %'-IT 10.0 B ; 79,331.76



63 +!'! )!T"!N %&K&'(!!N : @ & < 872,649.37




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : G""5 A,")!T"!N = #3

+!'! )!T"!N R 0223/



(R3) (R3)

A3 TENAGA

1. %eer?a + 3.6310 30,500.00 110,745.50

2. #anor + 0.1820 34,500.00 6,279.00


B3 BAHAN


C3 PERALATAN

1. (aC +ammer ?am 1.2710 154,000.00 195,734.00

2. *ompreor ?am 1.2710 167,750.00 213,210.25

3. ump TruC ?am 0.6660 176,988.45 117,874.31


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 643,843.06

E3 V&'+&! A %'-IT 10.0 B ; 64,384.31

63 +!'! )!T"!N %&K&'(!!N : @ & < 708,227.37




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : Ur-"5 Ar*" K*", B)!T"!N = #3

+!'! )!T"!N R /8;1431



(R3) (R3)

A3 TENAGA

1. %eer?a (am 0.0755 6,100.00 460.55

2. #anor (am 0.0378 6,900.00 260.82


B3 BAHAN

1. !grega 20/30 #3 0.2265 280,000.00 63,420.00

2. !grega5/10 A 10/20 #3 0.2265 300,000.00 67,950.00

3. )ru #3 0.8055 236,500.00 190,500.75


C3 PERALATAN

1. Cheel L8ader ?am 0.0378 435,377.46 16,438.34

2. 0lending ,qu9ment ?am 0.0482 341,000.00 16,433.73

3 ?ibrat8r; R8ller ?am 0.0027 235,875.96 631.53

4 P ;re R8ller ?am 0.0005 220,948.02 118.315 Cater an1er ?am 0.0211 162,926.06 3,435.19


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 359,649.23



E3 V&'+&! A %'-IT 10.0 B ; 35,964.92

63 +!'! )!T"!N %&K&'(!!N : @ & < 395,614.15




N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : A," M"5-" (=/ +))!T"!N = #2

+!'! )!T"!N R /42302



(R3) (R3)

A3 TENAGA

1 %eer?a + 0.0600 30,500.00 1,830.00

2 #anor + 0.0100 34,500.00 345.00


B3 BAHAN

1 %ar $eon #3 0.0050 200,000.00 1,000.00

2 !pa Kg 4.0000 10,000.00 40,000.00

3 KaGu $aar #3 0.0300 60,000.00 1,800.00

4 %eraaan Lo 0.1800 17,500.00 3,150.00


C3 PERALATAN

1 Tanem 'oer (am 0.0024 202,471.08 485.93


D3 ("#L!+ +!'! T&N!!, $!+!N !N %&'!L!T!N : ! @ $ @ * < 48,610.93

E3 V&'+&! A %'-IT 10.0 B ; 4,861.09

63 +!'! )!T"!N %&K&'(!!N : @ & < 53,472.02



REKAP HARGA SATUAN


!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : P" D*-.*r (B*o5 KF20)

)!T"!N = "n

PERKIRAAN HARGA &UMLAHNO3 KOMPONEN SATUAN KUANTITAS SATUAN HARGA

(R3) (R3)

1 PLAT DEUKER ;3 ? 03 ? 031

1. $eon #uu K/250 #3 0.6825 872,649.37 595,583.19

2. $e poo Kg 38.5217 14,481.50 557,851.49

3 $eng #2 6.7100 100,357.40 673,398.15

TOTAL 12;/234

2 PLAT DEUKER ;3 ? 03 ? 031

1. $eon #uu K/250 #3 0.7800 872,649.37 680,666.51

2. $e poo Kg 44.0248 14,481.50 637,544.56

3 $eng #2 7.3900 100,357.40 741,641.19

TOTAL 208232

/ PLAT DEUKER ;3 ? 130 ? 031

1. $eon #uu K/250 #3 0.9750 872,649.37 850,833.13

2. $e poo Kg 55.0310 14,481.50 796,930.70

3 $eng #2 8.7500 100,357.40 878,127.25

TOTAL 228130

4 PLAT DEUKER ? 130 ? 031

1. $eon #uu K/250 #3 0.7500 872,649.37 654,487.02

2. $e poo Kg 42.3315 14,481.50 613,023.62

3 $eng #2 6.8000 100,357.40 682,430.32

TOTAL 184884038;

PLAT DEUKER ? 03 ? 031

1. $eon #uu K/250 #3 0.6000 872,649.37 523,589.62

2. $e poo Kg 33.8652 14,481.50 490,418.89

3 $eng #2 5.7400 100,357.40 576,051.48

TOTAL 18008388


1. $eon #uu K/250 #3 0.6750 872,649.37 589,038.322. $e poo Kg 38.0984 14,481.50 551,721.26

3 $eng #2 6.2700 100,357.40 629,240.90



TOTAL 1000034


1. $eon #uu K/250 #3 0.9000 872,649.37 785,384.43

2. $e poo Kg 50.7978 14,481.50 735,628.34

3 $eng #2 7.8600 100,357.40 788,809.16

TOTAL 2/082138/

8 PLAT DEUKER 3 ? 130 ? 031

1. $eon #uu K/250 #3 0.8250 872,649.37 719,935.73

2. $e poo Kg 46.5647 14,481.50 674,325.98

3 $eng #2 7.4500 100,357.40 747,662.63

TOTAL 21418243/4

10 PLAT DEUKER 3 ? 132 ? 031

1. $eon #uu K/250 #3 0.9900 872,649.37 863,922.872. $e poo Kg 55.8776 14,481.50 809,191.17

3 $eng #2 8.6100 100,357.40 864,077.21

TOTAL 2/18132;

11 PLAT DEUKER 3 ? 13 ? 031

1. $eon #uu K/250 #3 1.2375 872,649.37 1,079,903.59

2. $e poo Kg 69.8470 14,481.50 1,011,488.97

3 $eng #2 10.3500 100,357.40 1,038,699.09

TOTAL /1/00813;

12 PLAT DEUKER 3 ? 131 ? 031

1. $eon #uu K/250 #3 0.9075 872,649.37 791,929.30

2. $e poo Kg 51.2211 14,481.50 741,758.58

3 $eng #2 8.0300 100,357.40 805,869.92

TOTAL 2//830

1/ PLAT DEUKER 3 ? 13/ ? 031

1. $eon #uu K/250 #3 1.0725 872,649.37 935,916.44

2. $e poo Kg 60.5340 14,481.50 876,623.773 $eng #2 9.1900 100,357.40 922,284.51

TOTAL 2/42432

14 PLAT DEUKER 3 ? 134 ? 031

1. $eon #uu K/250 #3 1.1550 872,649.37 1,007,910.02

2. $e poo Kg 65.1905 14,481.50 944,056.37

3 $eng #2 9.7700 100,357.40 980,491.80

TOTAL 28/24318

1 PLAT DEUKER ;3 ? 13 ? 031

1. $eon #uu K/250 #3 1.4625 872,649.37 1,276,249.70

2. $e poo Kg 82.5464 14,481.50 1,195,396.05



3 $eng #2 12.1500 100,357.40 1,219,342.41

TOTAL /;80831;



ANALISA BIAYA ALAT BERAT

&ENIS ALAT : ECAATOR

MERK :

TYPE ! MODEL :

BUATAN NEGARA :

TAHUN PEMBUATAN :

KAPASITAS : 12 HP

UMUR EKONOMIS ALAT : T"9-5 ( " )

&AM KER&A ! TAHUN : 2000 &"+ ( # )

HARGA POKOK : R3 ;0000000 ( )

NILAI SISA ( 10 > ) : R3 ;000000300 ( $ )

HARGA PENYUSUTAN : R3 000000 ( * )

1 BIAYA PEMILIKAN !&AM :

a. $I!! %&N")"T!N :e< H 585,000,000

:a< ; :b< 10,000.00

b. $"N!, "!N !N !)"'!N)I

18 B a @ 1 ; C H 0.18 ; 0.60 ; 325,000.0

2 a b

2 BIAYA OPERASI ! &AM

(en $aan an Tenaga )auan Kuana +arga )auan

'p.

a. $aan $aar an %euma J (am =

1 )oar Ler 15.400 5,000.0

2 #en Ler 0.429 27,500.03 Tranm Ler 0.009 27,500.0

4 -na rve Ler 0.009 27,500.0

5 +rauC Ler 0.052 27,500.0

6 emu %euma Kg 0.300 22,500.0

7 -er $ 0.008 65,000.0

b. Tenaga Ker?a J ?am =

1 peraor + 0.143 75,000.0

2 %embanu peraor + 0.143 50,000.0

3 #ean + 0.143 85,000.0

C. $aGa %erbaan , parepar, mean. J(am

24 B ; C J b 0.24 ; 650,000,000.00

2,000.00




&ENIS ALAT : CONCRETTE IBRATOR

MERK :

TYPE ! MODEL :

BUATAN NEGARA :

TAHUN PEMBUATAN :

KAPASITAS : 10 HP

UMUR EKONOMIS ALAT : 4 T"9-5 ( " )

&AM KER&A ! TAHUN : 1000 &"+ ( # )

HARGA POKOK : R3 200000 ( )

NILAI SISA ( 10 > ) : R3 20000 ( $ )

HARGA PENYUSUTAN : R3 2280000 ( * )


a. $I!! %&N")"T!N :e< H 22,950,000

:a< ; :b< 4,000

b. $"N!, "!N !N !)"'!N)I

18 B a @ 1 ; C H 0.18 ; 0.63 ; 25,50

2 a b



'p.


1 )oar Ler 0.125 5,000.02 #en Ler 0.010 27,50

3 Tranm Ler

4 -na rve Ler

5 +rauC Ler

6 emu %euma Kg 0.020 22,50

7 -er $


1 peraor + 0.143 75,00

2 %embanu peraor + 0.143 50,00

3 #ean + 0.143 85,00


24 B ; C J b 0.24 ; 25,500,000

1,000.00




&ENIS ALAT : CONCRETE MIER

MERK :

TYPE ! MODEL :

BUATAN NEGARA :

TAHUN PEMBUATAN :

KAPASITAS : 83 HP

UMUR EKONOMIS ALAT : T"9-5 ( " )

&AM KER&A ! TAHUN : 1000 &"+ ( # )

HARGA POKOK : R3 1000000300 ( )

NILAI SISA ( 10 > ) : R3 100000300 ( $ )

HARGA PENYUSUTAN : R3 1/00000300 ( * )


a. $I!! %&N")"T!N :e< H 13,500,000.00

:a< ; :b< 5,000.00

b. $"N!, "!N !N !)"'!N)I

18 B a @ 1 ; C H 0.18 ; 0.60 ; 15,000.0

2 a b



'p.


1 )oar Ler 1.400 5,000.02 #en Ler 0.036 27,500.0

3 emu %euma Kg 0.020 22,500.0


1 peraor + 0.100 75,000.0

2 %embanu peraor + 0.100 50,000.0


24 B ; C J b 0.24 ; 15,000,000.00

1,000.00

&UMLAH

DIBULATKAN




&ENIS ALAT : WATER PUMP

MERK :

TYPE ! MODEL :

BUATAN NEGARA :

TAHUN PEMBUATAN :

KAPASITAS : ; HP

UMUR EKONOMIS ALAT : 2 T"9-5 ( " )

&AM KER&A ! TAHUN : 1000 &"+ ( # )

HARGA POKOK : R3 /00000300 ( )

NILAI SISA ( 10 > ) : R3 /0000300 ( $ )

HARGA PENYUSUTAN : R3 //0000300 ( * )


a. $I!! %&N")"T!N :e< H 33,750,000.00

:a< ; :b< 2,000.00

b. $"N!, "!N !N !)"'!N)I

18 B a @ 1 ; C H 0.18 ; 0.75 ; 37,500.0

2 a b



'p.


1 )oar Ler 1.400 5,000.02 #en Ler 0.036 27,500.0

3 emu %euma Kg 0.020 22,500.0


1 peraor + 0.100 75,000.0

2 %embanu peraor + 0.100 50,000.0


24 B ; C J b 0.24 ; 37,500,000.00

1,000.00

&UMLAH

DIBULATKAN



&ENIS PEKER&AAN : MOBILISASI

Lembar 1.2/1

HARGA &UMLAH

No3 U R A I A N SATUAN OL3 SATUAN HARGA

(R3) (R3)

A3 S*" T"5"9 #2 525.00 15,000.00 7,875,000.00

B3 PERALATAN

%era embar 1.2/2 7,900,000.00

C3 6ASILITAS KONTRAKTOR

1 $ae *amp #2 150.00 75,000.00 11,250,000.00

2 Kanor #2 120.00 100,000.00 12,000,000.00

D3 6ASILITAS DIREKSI

1 re Ke :)eFa< L 1.00 10,000,000.00 10,000,000.00

E3 LAIN F LAIN

1 ! $u raFng L 1.00 5,000,000.00 5,000,000.00

2 Komuna Lapangan Lengap )e 1.00 2,000,000.00 2,000,000.00

63 DEMOBILISASI L) 1.00 1,975,000.00 1,975,000.00

To" B"%" Mo#,", 000000300

*aaan = (uma Gang erCanum paa mang/mang em moba aa ua ermau over/ea an aba

era euru pa?a an bea :eCua %%n<, an pengeuaran annGa.



&ENIS PEKER&AAN : MOBILISASI

Lembar 1.2/2

KUAN HARGA &UMLAH

No3 &ENIS ALAT SATUAN TITAS SATUAN HARGA

(R3) (R3)

13 23 / 4 ; = 4 ?

B3 PERALATAN

1 *N*'&T& VI$'!T' "n 2.00 200,000.00 400,000.00

2 "#% T'"*K 3/4 #3 "n 2.00 500,000.00 1,000,000.00

3 &*!V!T' 80/140 +% "n 1.00 2,500,000.00 2,500,000.00

4 !T&' %"#% 70/100 mm "n 1.00 600,000.00 600,000.00

*N*'&T& #I&' "n 2.00 300,000.00 600,000.00

; !T&' T!NK "n 1.00 500,000.00 500,000.00

Cheel L8ader "n 1.00 500,000.00 500,000.00

0lending ,qu9ment "n 1.00 300,000.00 300,000.00

8 ?ibrat8r; R8ller "n 1.00 500,000.00 500,000.00

10 P ;re R8ller "n 1.00 500,000.00 500,000.00

11 andem R8ller "n 1.00 500,000.00 500,000.00

To" -5-. I*+ B "$" L*+#"r 1 800000300



URAIAN ANALISA HARGA SATUAN

N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : P*.3 G""5 U5-. S"-r"5

)!T"!N = #3

No. U R A I A N KODE KOEF. SATUAN KET.

I. ASUMSI

& Mengguna1an alat berat $=ara me1ani1%

( L81a"i 9e1erjaan . "e9anjang jalan

) K8ndi"i !alan . "edang / bai1

' !am 1erja ee1ti 9er-hari 1 266 jam

5 Fa1t8r 9engembangan bahan F1 &(6 -

II. URUTAN KER,A

& Penggalian dila1u1an dengan mengguna1an ,B=aEat8r

( Selanjutn;a ,B=aEat8r menuang1an material ha"il

galian 1edalam Dum9 ru=1 ) Dum9 ru=1 membuang material ha"il galian 1eluar

l81a"i jalan "ejauh L &66 Km

' Se1el8m981 9e1erja a1an mera9i1an ha"il galian

III. PEMAKAIAN BAHAN ALAT DAN TENAGA

#. BAHAN

ida1 ada bahan ;ang di9erlu1an

&. ALAT

(a ,<A?AOR $,&6%

Ka9a"ita" 0u=1et ? 6466 M)

Fa1t8r 0u=1et Fb 656 -

Fa1t8r ,i"ien"i alat Fa 64) -

Ca1tu "i1lu" "& menit

- Menggali / memuat & 6566 menit

- Lain-lain ( 6566 menit

"& &666 menit

Ka9 Pr8d / jam G ? B Fb B Fa B *6 & &**6 M) / jam

"& B Fh

Koe-/e0 A1a2 3 M4 G & . & - *.*5*& ,a'

(b DUMP RU<K $,64%

Ka9a"ita" ba1 ? ))) M)

Fa1t8r ei"ien"i alat Fa 64) -

Ke=e9atan rata-rata bermuatan E& )666 Km/!am

Ke=e9atan rata-rata 18"8ng E( '666 Km/!am

Ca1tu "i1lu" . "(

- Ca1tu tem9uh i"i G $L . E&% B *6 & (66 menit

- Ca1tu tem9uh 18"8ng G $L . E(% B *6 ( &56 menit

- Muat G $? . &% B *6 ) &(65 menit

- Lain-lain ' 656 menit

"( &*65 menit

Ka9a"ita" Pr8du1"i / !am G ? B Fa B *6 ( 4*( M) / !am

F1 B "(



Koe-/e0 A1a2 3 M4 " # : 6& - *.##5* ,a'

Berlanjut ke halaman berikut



Lanjutan

No. U R A I A N KODE KOEF. SATUAN KETERANGAN

(d ALA 0ANU

Di9erlu1an alat-alat bantu 1e=il Lum9 Sum9

- Se189- Keranjang > Sa9u

4. TENAGA

Pr8du1"i menentu1an . ,<A?AOR & &**6 M)/!am

Pr8du1"i :alian / hari G 1 B & t &&*(6 M)

Kebutuhan tenaga .

- Pe1erja P '66 8rang

- Mand8r M &66 8rang

Koe-/e0 2e0a7a 3 M4 :

% Peker8a G $1 B P% . t $L6&% *.&9#* ,a'

% Ma0or G $1 B M% . t $L6)% *.*5*& ,a'



URAIAN ANALISA HARGA SATUAN

N!#! K&I!T!N = %&N")"N!N "TLIN& %L!N

!N & '!IN!)& KT! L&L&$!

(&NI) %&K&'(!!N : B*o5 KF20

)!T"!N = #3


I. ASUMSI

& Mengguna1an alat $=ara me1ani1%

( L81a"i 9e1erjaan . "e9anjang jalan

) 0ahan da"ar $batu3 9a"ir dan "emen% diterima

"eluruhn;a di l81a"i 9e1erjaan

' !ara1 rata-rata 0a"e =am9 1e l81a"i 9e1erjaan L 56 KM

5 !am 1erja ee1ti 9er-hari 1 266 jam

* Kadar Semen Minimum $S9e"ii1a"i% K" )'6 Kg/M)

&7

2 Perbandingan Air/Semen Ma1"imum $S9e"ii1a"i% C=r 656 -

4 Perbandingan <am9 &66 . Semen Sm &5' 0erda"ar1an ((5 . Pa"ir P" )'* !MF @ "e"uai

'66 . Agregat Ka"ar Kr 566 dgn S9e"ii1a"i

7 0erat !eni" Material .

- 0et8n D& ((5 /M)

- Semen D( &'' /M)

- Pa"ir D) &46 /M)

- Agregat Ka"ar D' &46 /M)

II. URUTAN KER,A

& Semen3 9a"ir3 batu 1eri1il dan air di=am9ur dan diadu1

menjadi bet8n dengan mengguna1an <8n=rete MiBer

( 0et8n di-=8r 1e dalam be1i"ting ;ang telah di"ia91an

) Pen;ele"aian dan 9era9ihan "etelah 9ema"angan

III. PEMAKAIAN BAHAN ALAT DAN TENAGA

#. BAHAN

&a Semen $P<% G Sm B D& B &666J B &65 $M&(% 4$9.* Kg

&b Pa"ir 0et8n G $P" B D&% . D)J B &65 $M6&% *.994$ M) 274)(

&= Agregat Ka"ar G $Kr B D&% . D'J B &)5 $M6)% *.59*5 M) &3&5)&)

&d Ka;u Peran=ah dan/atau 0e1i"ting $M&7% *.#*** M)

&e Pa1u $M&4% #.**** Kg

&. ALAT

(a <ON<R,, MI,R $,6*%

Ka9a"ita" Alat ? 56666 liter

Fa1t8r ,i"ien"i Alat Fa 64) -Ca1tu "i1lu" . $& > ( > ) > '% "

- Memuat & )66 menit

- Mengadu1 ( (66 menit

- Menuang ) )66 menit

- unggu3 dll ' )66 menit

" &&66 menit

Ka9 Pr8d / jam G ? B Fa B *6 6# ((*' M)/jam

&666 B "

Koe-/e0 A1a2 3 M4 G & . & $,6*% *.99# jam

(b CA,R ANK RU<K $,()%?8lume an1i Air ? '66 M)

Kebutuhan air / M) bet8n C= 6&4 M)

Fa1t8r ,ie"ien"i Alat Fa 64) -

Pengi"ian an1i / jam n &66 1ali

Ka9 Pr8d / jam G ? B Fa B n 6& &42& M)

C=

Koe-/e0 A1a2 3 M4 G & . ( $,()% *.*$49 jam



Berlanjut ke hal. berikut.



Lanjutan


(= <ON<R,, ?I0RAOR $,(6%

Kebutuhan Alat Penggetar 0et8n ini di"e"uai1an dgn

1a9a"ita" 9r8du1"i Alat Pen=am9ur $<8n=rete MiBer%

Ka9 Pr8d / jam G Ka9 Pr8d/jam <8n=rete MiBer 64 ((*' M)

Koe-/e0 A1a2 3 M4 G & . ) $,(6% *.99# jam

(d <ON<R,, PUMP $,6*%

Ka9a"ita" Alat ? 466 M)

Fa1t8r ,i"ien"i Alat Fa 64) -

Ka9 Pr8d / jam G Ka9 Pr8d/jam <8n=rete MiBer 69 ((*' M)

Koe-/e0 A1a2 3 M4 G & . ' $,(4% *.99# jam

(= ALA 0ANU

Di9erlu1an .- Se189 G ( buah

- Pa=ul G ( buah

- Send81 Semen G ( buah

- ,mber <8r G ' buah

4. TENAGA

Pr8du1"i 0et8n dalam & hari G 1 B & t &545 M)

Kebutuhan tenaga . - Mand8r M &66 8rang

- u1ang b '66 8rang

- Pe1erja P &(66 8rang

Koe-/e0 Te0a7a 3 M4 :

- Mand8r G $1 B M% . t $L6)% *.99# jam

- u1ang G $1 B b% . t $L6(% #.+5+# jam

- Pe1erja G $1 B P% . t $L6&% $.4*#& jam



ANALISA BIA;A SE<A

TENAGA KAPASITAS HARGA ALAT ;ANG DIPAKAI NILAI FAKTOR

ALAT ALAT ALAT ,AM SISA PENGEM%

UMUR KER,A HARGA ALAT BALIAN

ALAT # TAHUN ALAT MODAL

$HP% - $ahun% $ahun% $!am% $R9% $R9% -

No. ,ENIS PERALATAN KODE

ALAT i$&>i%A

$&6 0% -----------

$&>i%A-&

HP Cp B A < B C D

# & &a 4 9 $ 5 + > #*

& <ON<R,, MI,R 6)-6* M) ,6* &56 5666 Liter &6)3(25375& '6 (36666 &6)3(25375& &63)(23575 6)4*(7

( DUMP RU<K )-' M) ,64 &666 *6 8n ()'32&43626 56 (36666 ()'32&43626 ()3'2&3462 6))')4

) ,<A?AOR 46-&'6 HP ,&6 466 64 M) &3)6636663666 56 (36666 &3)6636663666 &)636663666 6))')4

' <ON<R,, ?I0RAOR ,(6 &66 - - &6375)35&6 '6 &36666 &6375)35&6 &36753)5& 6)4*(7

5 CA,R PUMP 26-&66 mm ,(( *6 - - &&32)5376) (6 (36666 &&32)5376) &3&2)3576 6*5'55

* CA,R ANK,R )666-'566 L ,() &666 '36666 Liter &*4377236&6 56 (36666 &*4377236&6 &*3477326& 6))')4

KETERANGAN : & ing1at Su1u 0unga G (666 9er-tahun

( U9ah O9erat8r / S89ir / Me1ani1 G *3566 Ru9iah 9er-8rang/jam

) U9ah Pembantu O9erat8r/S89ir/Me1ani1 G *3566 Ru9iah 9er-8rang/jam

' Harga 0ahan 0a1ar 0en"in G *35(* Ru9iah 9er-liter 5 Harga 0ahan 0a1ar S8lar G 23&6& Ru9iah 9er-liter

* Min;a1 Peluma" G (53666 Ru9iah 9er-liter

2 Paja1 Pertambahan Nilai $PPN% di9erhitung1an 9ada Lembar Re1a9itula"i 0ia;a Pe1erjaan



DA6TAR HARGA SATUAN

NO URAIAN SATUAN HARGA!UNIT (R)

1 UPAH

A Upah Tenaga Kerja

1 #anor Lapangan rangJ+ar 'p 34,500

2 Kepaa Tuang rangJ+ar 'p 36,7503 Tuang rangJ+ar 'p 34,500

4 )opr Tru rangJ+ar 'p 31,500

5 %embanu )oprJKene rangJ+ar 'p 34,500

6 (uru "ur rangJ+ar 'p 36,750

7 $uru Lap. Ta Tera rangJ+ar 'p 26,500

8 $uru Lap. )em Tera rangJ+ar 'p 28,500

9 $uru Lap. Tera rangJ+ar 'p 30,500

10 peraor rangJ+ar 'p 31,500

2 BAHA

B Bahan Pasangan

1 %ar %aang 'p 203,000

2 %ar "rug 'p 173,500

3 %ar $eon :%ar *or< 'p 200,000

4 Tana "rug 'p 76,000

5 Tana "rug pan 'p 96,000

6 Ker $eon ". 3 J 4 Cm 'p 280,000

7 Ker $eon ". 1 J 2 Cm 'p 288,000

8 Ker %eCa 2J3, 3J5 Cm 'p 250,000

9 Ker Kora 'p 234,000

10 %avng $oC $ua 'p 1,50011 $au unungJKaJ+uanJ$au $ea 'p 123,150

12 $au $ea 10 / 5 Cm 'p 165,000

13 $au $ea 7 / 10 Cm 'p 170,000

14 $au $ea 5 / 7 Cm 'p 250,000

15 $au $ea 3 / 5 Cm 'p 275,000

16 $au $ea 2 / 3 Cm :)one *ruer< 'p 280,000

17 $au $ea 1 / 2 Cm :)one *ruer< 'p 290,000

18 $au $ea 0,5 / 1 Cm :)one *ruer< 'p 300,000

19 )emen arna :)uper roF< J 'p. 45.000J>a 1 Kg 'p 15,000

20 )emen %* :50 Kg< Za 'p 65,000

21 Kapur Kaum Za 'p 45,00022 !pa :!pa *onCreeJ!*< Kg 'p 10,000

23 !pa :#eum *urrngJ#*< Kg 'p 11,500

24 !pa &mu Kg 'p 11,500

25 -er :!bu $aa< Kg 'p 1,500

26 $uon ranuar !pa :$!< Kg 'p 1,800

Ber!asar"an # Keputusan Bupati Sumba Timur $% &'( ) PLK%*&+ ) &%,&+ ) - ) &*.*

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DA6TAR HARGA SATUAN

URAIAN SATUAN HARGA!UNIT (R)

C B"9"5 P","5"5

1 $au $aa #era :"uran 5.5;11;23< $ua 'p 1,000

2 $aao :" 20;40;10< $ua 'p 3,000

3 $u $eon a 10 *m, L H 0,5 # $ua 'p 60,0004 $u $eon a 20 *m, L H 0,5 # $ua 'p 68,000

5 $u $eon a 40 *m, L H 0,5 # $ua 'p 86,000

6 $u $eon a 60 *m, L H 0,5 # $ua 'p 116,000

7 $u $eon a 80 *m, L H 0,5 # $ua 'p 144,000

D Bahan Besi

1 $e $eon %oo a 6 mm Lon?or 'p 30,000








9 $e $eon $anC a 6 mm Lon?or 'p 22,000




13 $e $eon "r a 13 mm Lon?or 'p 132,000

14 $e $eon %oo a 10 mm Kg 'p 11,500

15 $e $eon "r a 13 mm Kg 'p 16,500

16 $e )u L 3 $aang 'p 48,00017 $e )u L 4 $aang 'p 56,000

18 $e )u L 5 $aang 'p 92,000

19 $e )u L 7 $aang 'p 212,000

20 $e )u L 10 $aang 'p 326,000

21 KaFa aJ$enraJ$eon Kg 'p 22,500

22 KaFa armnona Kg 'p 22,500

23 KaFa ur 'o 'p 80,000

24 %au $aa Kg 'p 22,500

E Bahan Kayu

1 KaGu Kea III m3 'p 2,943,000

2 Trpe 3mm Lembar 'p 55,0003 Trpe 4mm Lembar 'p 72,000

4 #upe 6mm Lembar 'p 92,000

5 #upe 9mm Lembar 'p 150,000

Ber!asar"an # Keputusan Bupati Sumba Timur $% &'( ) PLK%*&+ ) &%,&+ ) - ) &*.*

Documents

RAB Drainase Lembata