addendum boq dan daftar kuantitas harga paket cross taxiway b

8/16/2019 Addendum Boq Dan Daftar Kuantitas Harga Paket Cross Taxiway b

1/40

BIAYA ( Rp )

9,752,413,008

25,229,056,026

14,612,364,266

5,185,544,699

54,779,377,999

5,477,937,800

60,257,315,799

REKAPITULASI

DAFTAR KUANTITAS DAN HARGA

SATUAN KERJA : DIREKTORAT BANDAR UDARA

LOKASI : BANDAR UDARA BARU KERTAJATI - MAJALENGKA

PEKERJAAN : PEMBANGUNAN FASILITAS SISI UDARA BANDAR UDARA KERTAJATI TAHAP IV - PAKET CROSS TAXIWAY B

NO URAIAN PEKERJAAN KETERANG

I. PEKERJAAN PENDAHULUAN

II. PEKERJAAN TANAH

III. PEKERJAAN KONSTRUKSI PERKERASAN

IV. PEKERJAAN SALURAN/DRAINASE

TOTAL

PPN 10%

JUMLAH

JUMLAH PEMBULATAN


2/40


3/40

NO URAIAN PEKERJAAN SATUAN VOLUME HARGA SATU

1 1.00 1,1

1.00 1,0

! 1"#$000.00

% 1.00

# 1.00

& 1.00 1

1 1!'$%%.1&

$100.00

! 1#'$%(.0(

III.

1 !$(!1."!

1%$#"#.0(

! %$#"!."%

% &$''&.'"

# !%$"!1."!

& !!$((1."!

1 %$0!!."!

1$(1.11

! #(.#"

% ''0.'"

# !$(#!."!

& !$(!(."!

1 %$0!!."!

1$(1.11

! #(.#"

% ''0.'"

# !$(#!."!

& !$(!(."!

1 %$0!!."!

1$(1.11

! #( #"

DAFTAR KUANTITAS DAN HARGA

SATUAN KERJA : DIREKTORAT BANDAR UDARA

LOKASI : BANDAR UDARA BARU KERTAJATI - MAJALENGKA

PEKERJAAN : PEMBANGUNAN FASILITAS SISI UDARA BANDAR UDARA KERTAJATI TAHAP IV - PAKET CROSS

I. PEKERJAAN PENDAHULUAN

K)*)+,+ D)2 K))3 *2

M45*22 6+ 6)745*22 *2

P)+,88+ A9* 6+ A 7

P)+;)6+ J+,+ L23$ A 6+ K478+2 *2

P)7)*+ J*+ K) 10 ?7@ *2

SUB TOTAL I PEKERJAAN PENDAHULUAN

II. PEKERJAAN TANAH

A Peke!""# T"#"$ U#&k ' T"*+,"- B

G*+ T+ B2 7!

G*+ / P)754+,+ J*+ 7!

T758++ T+ 6+ )763+ 6 D*7 7!

SUB TOTAL II. PEKERJAAN TANAH

PEKERJAAN KONSTRUKSI PERKERASAN

A Cross Exit Taxiway - BP)72+,+ G)43)>3*) W4)+ 7

P). B2) C482) T)5* %& ?7- CBR (0 7!

P). C)7)+3 T)3)6 B2) C482) L;) 1$3 1# ?7 - CBR 100 7!

P). C)7)+3 T)3)6 B2) C482) L;) $3 0 ?7 - CBR 100 7!

P))3*) W4)+ 7

P). B2) C482) T)5* %& ?7- CBR (0 7!

P) C)7)+3 T)3)6 B2) C482) L;) 1 3 1# ?7 - CBR 100 7!


4/40

1 1($'1(.#'

&$##1.#0

! !$'%!.'1

% 1($'1(.#' # 1($'1(.#'

1 $(#'.1%

1$000.00

! #'1.%'

% $(#'.1%

# $(#'.1%

1 $(#'.1%

1$000.00

! #'1.%'

% $(#'.1%

# $(#'.1%

1 $(#'.1%

1$000.00

! #'1.%'

% $(#'.1%

# $(#'.1%

1 1$0%#."

!$0"'.1%

! 1$0(%.00

% &1".%!

# !$0"'.1%

& !$0"'.1%

1 1$0#.%%

!!0.00

! %%.%%

% 1(#.'& 1

# !".&0

& 1".(0

' !".%(

( %$&.

" $'!.!! 10 &.11

IV.

SUB TOTAL E Exit Taxiway - C1

F Pave So!"#er Exit Cross T$-BP)72+,+ G)43)>3*) W4)+ 7

P). B2) C482) T)5* !# ?7- CBR (0 7!

P). C)7)+3 T)3)6 B2) C482) L;) 1$3 0 ?7 - CBR 100 7!

P))3*) W4)+ 7

P). B2) C482) T)5* !# ?7- CBR (0 7!

P). C)7)+3 T)3)6 B2) C482) L;) 1$3 0 ?7 - CBR 100 7!

P))3*) W4)+ 7

P). B2) C482) T)5* !# ?7- CBR (0 7!

P). C)7)+3 T)3)6 B2) C482) L;) 1$3 0 ?7 - CBR 100 7!

P))


5/40

$(1.00

! #$1%.&(

% "0!.0# 1,

# '0.#!

& 1'$!0!.%"

' $&%'.(1

( #&%.0 " 1$1".11

1 $'"&.((

1$(0!.'#

! !$"'.#0

G*+ S*8+ 7!

B)23+, 7

B)34+ K # 7!

P2 U8, 310 ?7 7!

P)75)2+ D 10 ,

W) M)2 M 0'-1#0 ,

W))4*) PVC 71P))3*) N4+ W4)+ 7

SUB TOTAL B SALURAN SEKUNDER 1 E

C SAURAN SUB(RAIN

G*+ T+ B2 7!

U8,+ T+ K)75* 7!

P). P S85 D+ 6*2 G)43)>3*) 6+ 2 88, 71

SUB TOTAL C SALURAN SUBDRAIN

SUB TOTAL I) PEKERJAAN SALURAN *DRAINASE


6/40

JUA& &AR%A *R/

1,135,066.00

1,000,000.00

9,750,000,000.00

96,799.00

181,142.80

9,752,413,007.80

9,041,297,035.46

196,194,440.97

15,991,564,549.49

25,229,056,025.91

65,663,860.00

1,824,385,000.00

390,484,900.00

518,424,435.00

506,512,985.00

2,913,845,980.00

6,219,317,160.00

8,067,860.00

227,638,750.00

49,520,150.00

58,965,435.00

55,881,985.00

330,147,980.00

730,222,160.00

8,067,860.00

227,638,750.00

49,520,150.00

58,965,435.00

55,881,985.00

330,147,980.00

730,222,160.00

8,067,860.00

227,638,750.00

49 520 150 00

Y B


7/40

634,615,080.00

37,437,140.00

818,937,500.00

318,215,350.00

271,419,265.001,609,797,020.00

3,055,806,275.00

5,714,280.00

2,000,000.00

71,433,750.00

242,856,900.00

41,428,530.00

363,433,460.00

5,714,280.00

125,000,000.00

48,574,950.00

41,428,530.00

245,714,040.00

466,431,800.00

5,714,280.00

125,000,000.0048,574,950.00

41,428,530.00

245,714,040.00

466,431,800.00

68,861,053.02

6,194,280.00

135,500,000.00

52,651,550.00

44,908,530.00

266,354,040.00

574,469,453.02

67,553,385.38

16,257,780.00

79,044,562.80

201,393,587.14

10,389,195.00

4,979,221.34

6,968,198.83

82,064,176.55172,318,414.00

224,237.00

641,192,758.04

14,612,364,266.06


8/40

0.00

1,662,988,431.60

979,050,812.17

12,363,909.00

307,210,963.18

181,182,480.00

20,706,140.001,693,665.00

3,234,686,093.95

184,251,357.96

174,556,750.00

358,808,107.96

5,185,544,699.17


9/40

A. ANALISA HARGA SATUAN PEKERJAAN PERSIAPAN

No. URAIAN SATUAN VOLUME HARGA SATUAN HARGA

(Rp) (Rp)

A-01 1 M' Pagar See!"ara #ar$ Ka%& T$!gg$

- Dolken Kayu Ø 8-10 / 400 cm Btg 1.2500 28,000.00 35,000.00

- emen !o"tlan# Kg 2.5000 1,406.00 3,515.00

- !a$%" &eton '3 0.0050 255,400.00 1,277.00

- Ko"al Beton 2/3 '3 0.0090 211,100.00 1,899.90

- Kayu &alok te"entang '3 0.0720 2,640,000.00 190,080.00

- !aku B%a$a 2( - 5( Kg 0.0600 23,400.00 1,404.00

- )e$%#u Kg 0.4000 8,100.00 3,240.00

- !eke"*a + 0.4000 42,000.00 16,800.00

- ukang Kayu + 0.2000 65,000.00 13,000.00

- Keala ukang + 0.0200 75,000.00 1,500.00

- 'an#o" + 0.0200 80,000.00 1,600.00

umla 269,315.90#$&a"*a! +,1+.00

A-0 1 M' Pagar See!"ara Se!g Geoa!g T$!gg$


- emen !o"tlan# Kg 2.5000 1,406.00 3,515.00

- eng elom&ang B-30 &" 1.2000 62,900.00 75,480.00

- !a$%" &eton '3 0.0050 255,400.00 1,277.00

- Ko"al Beton 2/3 '3 0.0090 211,100.00 1,899.90

- Kayu &alok te"entang '3 0.0720 2,640,000.00 190,080.00

- !aku B%a$a 2( - 5( Kg 0.0600 23,400.00 1,404.00

- 'en% Be$% Kg 0.4500 30,400.00 13,680.00- !eke"*a + 0.4000 42,000.00 16,800.00

- ukang Kayu + 0.2000 65,000.00 13,000.00

- Keala ukang + 0.0200 75,000.00 1,500.00

- 'an#o" + 0.0200 80,000.00 1,600.00

umla 355,235.90

#$&a"*a! //+.00

A-0 1 M' Pagar See!"araKaa" #&r$ T$!gg$ 10


- emen !o"tlan# Kg 2.0000 1,406.00 2,812.00

- Kaat Du"% Kg 2.5000 63,500.00 158,750.00- !a$%" &eton '3 0.0050 255,400.00 1,277.00

- Ko"al Beton 2/3 '3 0.0090 211,100.00 1,899.90

- !aku B%a$a 2( - 5( Kg 0.0600 23,400.00 1,404.00

- !eke"*a + 0.3000 42,000.00 12,600.00

- ukang Kayu + 0.2000 65,000.00 13,000.00

- Keala ukang + 0.0200 75,000.00 1,500.00

- 'an#o" + 0.0200 80,000.00 1,600.00

umla 222,842.90

#$&a"*a! 2.00

A-02 1 M Pe!g&*&ra! #a! Pa3a!g 4o&pa!*

- Kayu ka$o 5/7 '3 0.0120 1,870,500.00 22,446.00

- !aku B%a$a 2( - 5( Kg 0.0200 23,400.00 468.00

- Kayu aan al&a$%a '3 0.0070 2,071,700.00 14,501.90

- !eke"*a + 0.1000 42,000.00 4,200.00

- ukang Kayu + 0.1000 65,000.00 6,500.00

- Keala ukang + 0.0100 75,000.00 750.00

- 'an#o" + 0.0050 80,000.00 400.00


10/40


11/40


(Rp) (Rp)

A-0 1 M Meer3$7*a! Lapa!ga! 5a! Pera"aa!

- !eke"*a + 0.1000 42,000.00 4,200.00

- 'an#o" + 0.0500 80,000.00 4,000.00

umla 8,200.00

#$&a"*a! 00.00

A-0, 1M Pe&a"a! Jaa! See!"ara

- Batu Bela 15/20 '3 0.1500 205,500.00 30,825.00

- Batu !eca 5/7 '3 0.0900 196,000.00 17,640.00

- !a$%" !a$ang '3 0.0100 233,400.00 2,334.00

- !eke"*a + 1.0000 42,000.00 42,000.00

- 'an#o" + 0.0500 80,000.00 4,000.00

umla 96,799.00

#$&a"*a! ,+6,,.00

A-10 1 M 4o!g*ara! 4e"o! 4er"&a!g

- !eke"*a + 6.6670 42,000.00 280,014.00- 'an#o" + 0.3330 80,000.00 26,640.00

umla 306,654.00

#$&a"*a! 0++/2.00

A-11 1 M 4o!g*ara! #$!5$!g Teo* 4a"a Mera7

- !eke"*a + 6.6670 42,000.00 280,014.00

- 'an#o" + 0.0330 80,000.00 2,640.00

umla 282,654.00

#$&a"*a! +/2.00

A-1 1 M8 Pagar e"o! Pra9e"a* ( / : /0 : 1 ) 9

- !anel Beton !"acetak &" 0.9860 199,200.00 196,411.20- Kolom Beton !"acetak Btg 0.5250 264,000.00 138,600.00

- !a$%" Beton '3 0.0740 255,400.00 18,899.60

- Ko"al 2/3 '3 0.1460 211,100.00 30,820.60

- emen a&u - a&u Kg 45.0000 1,406.00 63,270.00

- !eke"*a + 0.3750 42,000.00 15,750.00

- ukang Batu + 0.1250 65,000.00 8,125.00

- Keala ukang + 0.0120 75,000.00 900.00

- 'an#o" + 0.0190 80,000.00 1,520.00

umla 474,296.40

#$&a"*a! 262,+.00

A-1 1 M8 Pagar *aa" a%a "$a!g e3$ L/0./0./ "$!gg$ 1 '

- Kaat "am ayam &" 0.4340 14,900.00 6,466.60

- Be$% $%ku 50.50.5 Kg 6.7860 18,300.00 124,183.80

- Be$% elat 1,2 3 mm Kg 0.0424 18,300.00 775.92

- Baut & 4.0000 600.00 2,400.00

- emen !o"tlan# Kg 2.5000 1,406.00 3,515.00

- !a$%" &eton '3 0.0050 255,400.00 1,277.00

- Ko"al Beton 2/3 '3 0.0090 211,100.00 1,899.90

- !eke"*a + 0.3750 42,000.00 15,750.00

- ukang Batu + 0.1250 65,000.00 8,125.00

- Keala ukang + 0.0120 75,000.00 900.00

- 'an#o" + 0.0190 80,000.00 1,520.00

umla 166,813.22

#$&a"*a! 1++1.00


12/40


(Rp) (Rp)

A-12

- B) lengka #engan t%ang &" 0.4340 171,300.00 74,344.20

- emen !o"tlan# Kg 2.0000 1,406.00 2,812.00

- Kaat Du"% Kg 2.5000 63,500.00 158,750.00

- !a$%" &eton '3 0.0050 255,400.00 1,277.00

- Ko"al Beton 2/3 '3 0.0090 211,100.00 1,899.90

- !eke"*a + 0.3750 42,000.00 15,750.00

- ukang Batu + 0.1250 65,000.00 8,125.00

- Keala ukang + 0.0120 75,000.00 900.00

- 'an#o" + 0.0190 80,000.00 1,520.00

umla 265,378.10

#$&a"*a! +/6.00

A-1/ 1 M S"e$ger ;er* < pera!9a7 5ar$ 4a&

- Bam&u Ø 6 - 10 600 cm &tng 1.0000 25,000.00 25,000.00

- al% %*uk kg 0.2500 23,400.00 5,850.00- !eke"*a o"g 0.2500 42,000.00 10,500.00

- ukang kayu o"g 0.0170 65,000.00 1,105.00

- Keala tukang o"g 0.0020 75,000.00 150.00

- 'an#o" o"g 0.0130 80,000.00 1,040.00

umla 43,645.00

#$&a"*a! 2+2/.00

A-1+ 1 M' =er&9&* 4a&

- Bam&u Ø 7 -10 400 cm &tng 1.2500 25,000.00 31,250.00

- !eke"*a o"g 0.5000 42,000.00 21,000.00

- 'an#o" o"g 0.0250 80,000.00 2,000.00umla 54,250.00

#$&a"*a! /2/0.00

1 M Pagar 4R= e!g*ap 5e!ga! "$a!g


13/40

8 1 M9 Ge" S+& Te/" 10 6

B"$"# " ke:. ,"e k;, H"


14/40


15/40

T" 132>.9@

@ 1 69 Peke!""# Bek++#<

B+ :

- T*) 1( 77 * 1 22 *5 0.!% #.00 0.!& 1&0$000.00 #'$10.00

- R+, ;8 #/' 7! 0.0% #.00 0.0% %$$000.00 1"#$!00.00

- P8 , 0.!0 #.00 0.! 1$000.00 !$'(0.00

S&/ T" B"$"# 9253900.00

5 A*3 5+38 )>0.00

? A*3 5+38 )


16/40

S&/ T" A" B"#& Ke!" =3090.@0

Up"$?

O)34 *3 )2?34 4, 0.1#0 0.1#0 #0$000.00 !1$#0.00

5

? S4 68738 4, 0.0&&' 0.0&&' #0$000.00 1&$&&&.&'

6 P)75)2+ *42 )15.5

P)*7 *2 1.0000 !.#0 1.0!#0 0.00

S&/ T" Pe+6 0.00

J&6"$ 523@.>5

1 1 M8 G"+"# C"# Pe6/#


17/40

S&/ T" Up"$ @53555.5

P)*7 *2 1.0000 !.#0 1.0!#0 0.00

S&/ T" Pe+6 0.00

J&6"$ =83>92.=9

1 1 M8 T+6/"# T"#"$ C"# Pe6"C""# C"+ C""6

B"$"# " ke:. ,"e k;, H"1382.5=

? A*3 5+38 )


18/40

Pe2'!ata, Pa/a, Na2a Proye5

Baa,

Kay% Kaso +.+, 1/0!/, 2/!.!

Tri3 ! +.++ &5r 6!/01 ,/!1.+

Pa4% +.+, 47 ,1/,2 1.00

Ba88#r Di7ita& Pri8ti87 1.+++ , /+++ /+++.++

S%5 Tota& 1,/!,.0+

Te,a6a

T%4a87 4ay% 4asar +.++ o$ 999 ,/++.++

P#4#ra +.++ o$ 999 ,1/+++.++

K#3a&a T%4a87 4ay% +.++ o$ 999 /2+.++

;a8'or +.++ o$ 999 !++.++

S%5 Tota& 2/6+.++

J%&a$ 101/1!,.0+

e2'!at a,tai Ker7a K-188

e2asa,6 'e5isti,6 !,t!5 a,tai Ra'at Beto,

Baa,

Kay% t#r#8ta87 +.+! 1/0!/, 2/2

Pa4% Biasa ,< - < +.! 47 ,1/,2 0/1+

;i8ya4 B#4isti87 +., &t /+++ 1/+++Ba&o4 4ay% 5or8#o +.+1 1/0!/, ,/26

P&ywoo' t#5a& +. &5r 116/!2 !+/2

Do&4#8 4ay% 7a&a 0-1+ * ! 1 5t7 +/,++ +/,++

S%5 Tota& 10/6+1

Te,a6a

T%4a87 4ay% 4asar +.66o$ 999 999

P#4#ra +. o$ 999 999

K#3a&a T%4a87 4ay% +.+ o$ 999 R3,/!2.++


19/40

;a8'or +.+ o$ 999 R3,/6!+.++

S%5 Tota& 999

J%&a$ ,1/!2.0

1 1 M8 U&.85

;o5i&isasi 'a8 D#o5i&isasi


20/40

PT9 A"a2 (a2ai estari

S#wa A&at B#rat

Lo4asi S%5a87

No9 Uraia, Sat9 :o"9&ar6a &ar6a

Per7a2 *R/ Perari *R/

1 Pe5er7aa, U2!2 S!'a,6

A Es)avator1 Es=. PC ,++ %8it 1.++

, Es=. PC 1++ %8it 1.++

Es=. PC 2 %8it 1.++

! Es=. PC + %8it 1.++ ,,+/+++.++

Es=. PC !0 %8it 1.++ ,,+/+++.++

B Fi'ro

;> ! to8 %8it 1.++ ++/+++.++

;> 1/ to8 %8it 1.++ !+/+++.++

Lo4asi P#4#raa8 U% S%5a87

;o5 D#o5/ .+++.+++/- 3#r%8it PP

Ko8ta4 P#rso8 +0, 1,1 222 Dayat

; Iwa,

A Es)avator

1 Es=. PC ,++ %8it 1.++ ,2/+++.++

, Es=. PC 1++ %8it 1.++ ,+/+++.++

Es=. PC 2 %8it 1.++ 12/+++.++

! Es=. PC + %8it 1.++ 1!+/+++.++

Es=. PC !0 %8it 1.++

B Fi'ro

;> ! to8 %8it 1.++ 1/+++.++

;> 1/ to8 %8it 1.++

;> ,! to8 %8it 1.++ ,2/+++.++

Lo4asi T. Pri%4

;o5 D#o5/ .++.+++/- 3#r%8it PP

Ko8ta4 P#rso8 +01 ,++ 116 Iwa8

S#wa D%3 Tr%4 4a3. ,, a 1.++ 102/++.++

3 ei7i

A Es)avator

1 Es=. PC ,++ %8it 1.++ 16/+++.++


21/40

, Es=. PC 1++ %8it 1.++ 1/+++.++

Es=. PC 2 %8it 1.++

! Es=. PC + %8it 1.++

Es=. PC !0 %8it 1.++

B Fi'ro

)i5ro %8it 1.++ 1+/+++.++

;> ! to8 %8it 1.++ 11/+++.++

;> 1/ to8 %8it 1.++

Lo4asi K#&a3a >a'i87

;o5 D#o5/ .,+.+++/- 3#r%8it PP

Ko8ta4 P#rso8 +0, ,+,6 0++ ;#ii

PT9 A"a2 (a2ai estari Dis#t%%i o$:


22/40

i,i2a" er5 Ketera,6a,

Or#er Ta!,

DP %t4 1 ;i877% I8=&%'# BB;

DP %t4 1 ;i877% I8=&%'# BB;

I8=&%'# BB;

I8=&%'# BB;

Ti'a4 t#ras%4 BB;

Ti'a4 T#ras%4 BB;

Ua87 a4a8 o3r.

R3. ,++.+++/-

Koats$% Ti'a4 t#ras%4 BB;

Hita=$i

Co5#&=o As#rra


23/40

Koats$%*,+1 Ti'a4 t#ras%4 BB;

Co5#&=o As#rra*,+1

)i5r 1!*,! to8 Ti'a4 t#ras%4 BB;

Ti'a4 t#ras%4 BB;

Ua87 a4a8 o3r.

R3. ,++.+++/-

sa,


24/40

#A>TAR HARGA SATUAN 4AHAN 4ANGUNAN

NO MATERIAL SAT HARGA (Rp)

A. AGREGAT KASAR4AHAN PEREKAT ? 4AHAN JA#IN@A

1 !a$%" "ug m3 175,300.00

2 ana "ug !%l%an m3 89,200.00

3 %"tu m3 203,500.00

4 !a$%" e"a$ m3 174,200.00

5 !a$%" !a$ang Kal% m3 233,400.00

6 !a$%" Beton m3 255,400.00

7 &u Batu m3 259,000.00

8 Batu o$ok ung kg 29,600.00

9 Batu !eca 'e$%n 1/2 m3 223,600.00

10 Batu !eca 'e$%n 2/3 m3 211,100.00

11 Batu !eca 'e$%n 3/5 m3 205,000.00

12 Batu !eca 'e$%n 5/7 m3 196,000.00

13 Batu Bela !on#a$% m3 205,500.00

14 Batu B"on*ol ntuk B"on*ong m3 180,800.00

15 Batu Ko"al Beton Kal% m3 172,600.00

16 Batu emel :%tam m3 96,600.00

17 Batu !%ngg%" Beton 10 20 35 & 14,100.00

18 Batu !%ngg%" Beton 15 35 50 K-225 & 73,700.00

19 Batu elo" m3 97,800.00

20 Batako Kec%l 8 10 20 & 2,000.0021 Batako Be$a" 8 20 30 & 2,400.00

22 on Blok 8 20 40 & 5,400.00

23 Bata 'e"a Baka" kela$ ; & 775.00

24 Bata 'e"a Baka" kela$ ;; & 675.00

25 Bata 'e"a +a"na kg 15,700.00


25/40


49 Ao"m%te/$ace" & 2,500.00

50 :ollo/on Blok 8 20 40 & 5,000.00

51 :ollo/on Blok 8 15 40 & 4,000.00

52 :ollo/on Blok 8 10 40 & 3,000.00

4 LA4URANPENGISI #AN ALATN@A

1 !lam%" em&ok kg 25,000.00

2 at em&ok ;; k$te"%o" Beton lt 120,000.00

3 at em&ok ;; ;nte"%o" !laCon Dan D%n#%ng lt 75,000.00

4 at em&ok %n%le kg 25,000.00

5 at Da$a" ;; untuk ;nte"%o" 2 !ela%$ lt 75,000.00

6 at em&ok anlek kg 20,000.00

7 at Da$a" kg 30,000.00

8 at aan $am lt 40,000.009 !ela%$ lkal% ;; at Da$a" Beton kte"%o" kg 90,000.00

10 at 'a"ka / otl%gt kg 185,000.00

11 >ate" !"oC%ng mul$%on ml 70,000.00

12 >ate" !"oC%ng 'em&"ance & 62,500.00

13 )ool at em&ok & 32,500.00

14 Kae em&ok & 8,500.00

15 Kae Kayu 5 lt 10,000.00

16 ol%gneum 1 Blek kg 25,000.00

17 !l%ncote m3 29,000.00

18 !enaetan Kayu m3 382,600.0019 !egoenan Kayu & 370,000.00

20 Ka$ 3( & 16,000.00

21 +ke" &k$ 22,000.00

22 +yan &k$ 5,200.00

23 +ten !ea"na !l%tu" lt 5,500.00

24 %"tu$ kg 15,000.00

25 Baan !el%tu" K"%%k %"lak ;n#%a kg 110,000.00

26 Demul %l%n kg 34,200.00

27 Demul !l%tu" kg 37,700.00

28 Demul :alu$ / ;mC"a >oo# A%lle" lt 37,700.00

29 Demul a#% kg 35,800.00

30 !ol%tu" lt 48,000.00

31 !ol%tu" a#% lt 112,700.00

32 e"ent%n kg 19,500.00

33 %ne" kg 23,900.00

34 %ne" B kg 21,400.00

35 Kumon l&" 30,800.00

36 'elam%k kg 52,500.00

37 Demul !la$t%k kg 39,200.00

38 Demul Duco kg 35,800.00

39 mela$ l&" 5,000.00

40 Demul Kayu a Kuc%ng kg 24,400.00

41 'en% Kayu / Be$% kg 30,400.00

42 %nc"omat kg 40,900.00

43 at Kayu %e


26/40


46 at B"on kg 67,700.00

47 Ka"et l%$ & 3,300.00

48 '%nyak cat kg 38,400.00

49 la$$ &eet kg 50,100.00

50 )e$%#u lt 8,100.00

= 4AHAN KA@U 4ERIKUT 4AHAN JA#IN@A

1 Bam&u 5 $.# 7 &t 17,700.00

2 Bam&u 7 $.# 10 &t 25,000.00

3 Bam&u om&ong &t 37,200.00

4 Kayu Kame" %ngk%l / Kau" Kayu ama"%n#a kl$ ;; m3 7,094,450.00

5 Kayu Balok Bo"neo ue" m3 5,280,000.00

6 Kayu !aan Bo"neo ue" m3 5,595,800.00

7 Kayu Balok Kame" 'e#an K"u%ng m3 5,692,600.008 Kayu !aan Kame" 'e#an K"u%ng m3 5,823,400.00

9 Kayu Balok Kame" Ban*a" m3 6,363,600.00

10 Kayu !aan Kame" Ban*a" m3 6,645,300.00

11 Kayu Balok Kame" ama"%n#a m3 8,633,700.00

12 Kayu !aan Kame" ama"%n#a m3 8,724,300.00

13 Kayu Balok )a$amala m3 2,658,000.00

14 Kayu at% at%m ua #%a. 40 cm m3 20,772,000.00

15 Kayu at% ateng ua #%a. 40 cm m3 22,188,400.00

16 Kayu at% a&a" ua #%a. 40 cm m3 13,625,400.00

17 Kayu at% a&a" ua #%a. 40 cm ke&aa m3 12,736,100.0018 Kayu :utan Kela$ ; egeng,'aon%, a&an m3 2,069,800.00

19 Kayu Balok l&a$%a m3 1,870,500.00

20 Kayu !aan l&a$%a m3 2,071,700.00

21 Dolken 5 $/# 7 &t 22,600.00

22 Dolken 7 $/# 10 &t 28,000.00

23 %$t !"oC%l Kame" 1 cm m1 8,900.00

24 %$t !"oC%l Kame" 2 cm m1 10,000.00

25 %$t !"oC%l Kame" 4 cm m1 14,300.00

26 %$t !"oC%l Kame" 5 cm m1 17,200.00

27 %$t !"oC%l Kame" 10 cm m1 29,400.00

28 !egangan angga !"oC%l at% m1 160,100.00

29 !egangan angga !"oC%l Kame" m1 122,500.00

30 Kayu Ka$o 4/6 m3 2,772,000.00

31 Kayu Ka$o 5/7 Kame" 'e#an m3 3,356,800.00

32 Kayu )eng 2/3 Bo"neo ue" m1 2,500.00

33 Kayu )eng 2/3 Kame" Ban*a" m1 3,300.00

34 Kayu )eng 3/4 Kame" 'e#an m3 4,000.00

35 Kayu !aan e"entang m3 2,850,000.00

36 Kayu Balok e"entang m3 2,640,000.00

37 Batang Kelaa &t 139,500.00

38 al% ;*uk kg 23,400.00

39 la%$an ;*uk te&al 10 cm m2 22,000.00

40 enet%on Bl%n# m2 537,300.00

41 e"t%kal Bl%n# m2 351,200.00

# 4AHAN PENUTUP RANGKA PLA>ON#

1 !laCon# nte"n%t 4 mm m2 17,400.00


27/40


3 !laCon# $&e$ emen 5 mm m2 22,500.00

4 !laCon# $&e$ emen 3,5 mm m2 19,500.00

5 y$um 120 240 t@ 9 mm e D= l&" 79,800.00

6 y$um 120 240 t@ 9 mm e ua" l&" 83,800.00

7 eung gy$um kg 12,500.00

8 cu$t%k m$t"ong 60 120 l&" 132,800.00

9 otton !le$te" & 15,000.00

10 ) 120 240 cm, t @ 4 mm l&" 67,500.00

11 o"n%ce oumoun# ?ak 75,000.00

12 %$t gy$um m 8,500.00

E 4AHAN KA@U LAPIS

1 "%lek 3 mm 120 240 l&" 61,700.00

2 "%lek 4 mm 120 240 l&" 64,400.003 "%lek 4 mm uku"an !%ntu l&" 56,200.00

4 "%lek 6 mm 120 240 l&" 92,000.00

5 "%lek 9 mm 120 240 l&" 166,600.00

6 a&a" >oo# 4 mm l&" 119,000.00

7 B%l%k Bam&u tana kul%t m2 19,800.00

8 B%l%k Bam&u #engan kul%t m2 22,700.00

9 B%l%k Bam&u :%tam a"%a$% m2 34,200.00

10 >all ae" m2 55,700.00

11 'ult%!lek 9 mm 120 240 l&" 151,100.00

12 'ult%!lek 12 mm 120 240 l&" 195,000.0013 'ult%!lek 18 mm 120 240 l&" 255,400.00

14 !ly >oo# 18 mm 120 240 l&" 323,900.00

15 !ly >oo# 9 mm 120 240 l&" 235,000.00

16 !ly >oo# 4 mm 120 240 l&" 140,000.00

17 eak >oo# 3 mm 120 240 l&" 129,100.00

18 eak >oo# 4 mm 120 240 l&" 131,700.00

19 eak >oo# 3 mm 120 240 uku"an !%ntu l&" 127,200.00

20 eak >oo# uku"an !%ntu 4 mm l&" 114,700.00

21 acon aan Baka" m2 128,200.00

22 ue"con m2 57,900.00

23 'elam%n 4 mm 120 240 l&" 89,200.00

24 'elam%n +K 4 mm l&" 133,400.00

25 Ao"m%ka 120 240 l&" 170,000.00

26 Ao"m%ka uku"an !%ntu l&" 132,900.00

27 Ao"m%ka >a"na 4( 8( l&" 238,100.00

> 4AHAN LANTAI #AN PELAPIS #IN#ING

1 egel ! 20 20 & 3,400.00

2 !l%n egel ! 10 20 & 2,400.00

3 egel ! 30 30 & 3,400.00

4 !l%n egel ! 15 30 & 2,800.00

5 egel >a"na 20 20 & 3,600.00

6 !l%n egel >a"na 10 20 & 3,400.00

7 egel >a"na 30 30 & 5,700.00

8 !l%n egel >a"na 15 30 & 6,300.00

9 egel >aCel ! 20 20 & 3,200.00

10 egel >aCel >a"na 20 20 & 2,500.00


28/40


11 egel Ba#ak ! 30 30 & 4,100.00

12 !o$l%n 11 11 >a"na tan#a" D= m2 63,300.00

13 !o$l%n 11 11 >a"na ku$u$ D= m2 67,300.00

14 Ke"am%k 10 20 #an 20 20 K> ; D= !ut% / !olo$ 'ul%a m2 54,500.00

15 Ke"am%k 10 20 K> ; D= o"ak/>a"na/nt% l% 'ul%a m2 56,000.00

16 Ke"am%k 20 20 K' K> ; D= o"ak/>a"na /nt% l% 'ul%a m2 62,500.00

17 Ke"am%k 20 20 K' K> ; D= !ut% !olo$ 'ul%a m2 54,500.00

18 Ke"am%k 20 25 D%n#%ng K' K> ; D= o"ak 'ul%a m2 62,500.00

19 Ke"am%k 30 30 K>; D= !ut% !olo$ 'ul%a m2 53,000.00

20 Ke"am%k 30 30 K>; D= >a"na/o"ak =; ;! 'ul%a m2 58,000.00

21 Ke"am%k 40 40 K>; D= !ut% !olo$ 'ul%a m2 56,800.00

22 Ke"am%k 40 40 K>; D= >a"na/o"ak =; ;! 'ul%a m2 65,500.00

23 Ke"am%k 10 20 #an 20 20 K> ; D= !ut% / !olo$ )oman m2 64,400.00

24 Ke"am%k 10 20 K> ; D= o"ak/>a"na/nt% l% )oman m2 72,200.0025 Ke"am%k 20 20 K' K> ; D= o"ak/>a"na/nt% l% )oman m2 75,200.00

26 Ke"am%k 20 20 K' K> ; D= !ut% !olo$ )oman m2 72,900.00

27 Ke"am%k 20 25 D%n#%ng K' K> ; D= o"ak )oman m2 75,200.00

28 Ke"am%k 20 25 K> ; D= !ut% !olo$ )oman m2 72,900.00

29 Ke"am%k 30 30 K> ; D= !olo$ )oman m2 68,900.00

30 Ke"am%k 30 30 K> ; D= >a"na/o"ak =; ;! )oman m2 76,600.00

31 Ke"am%k 40 40 K> ; D= !olo$ )oman m2 72,500.00

32 Ke"am%k 40 40 K> ; D= >a"na/o"ak =; ;! )oman m2 77,000.00

33 %nyl anta% tan#a" m2 56,000.00

34 Ka"et Kela$ Ba%k = m2 1,025,500.0035 Ka"et Kela$ e#ang = m2 353,500.00

36 !a"Euet at% m2 375,400.00

37 ta%"no$%ng Ke"am%k 10/20 & 13,700.00

38 ta%"no$%ng A%&e" m 25,000.00

39 a"a$o Ke"ang 30 30 m2 31,800.00

40 !l%n a"a$o 10 30 & 13,500.00

41 "an%t lam = ku"an Be$a" m2 1,848,400.00

42 "an%t lam = ku"an Kec%l m2 1,612,900.00

43 "an%t lam D= ku"an Be$a" m2 1,331,100.00

44 "an%t lam D= ku"an Kec%l m2 1,299,400.00

45 "an%to %le $$en?a ku"an 40 40 !ol%$ m2 345,000.00

46 "an%to %le $$en?a ku"an 30 30 m2 322,800.00

47 "an%to %le $$en?a ku"an 40 40 n!ol%$ m2 204,900.00

48 'a"me" m2 550,000.00

49 'a"me" lam amung ku"an Be$a" m2 550,200.00

50 'a"me" lam amung ku"an kec%l m2 345,700.00

51 'a"me" lam %tata ku"an Be$a" m2 340,800.00

52 'a"me" lam %tata ku"an Kec%l m2 237,600.00

53 'a"me" %ntet%$ m2 157,900.00

54 "an%to %le $$en?a 60 60 !ol%$ m2 358,100.00

55 "an%to %le $$en?a 60 60 n!ol%$ m2 231,800.00

56 Batu emel :%tam m2 96,500.00

57 Bata Ka"aang & 600.00

58 amu"an untuk Ke#a %" ' lt" 37,600.00

59 !l%nt ke"am%k 10 20 & 3,000.00

60 !l%nt ke"am%k 10 25 & 3,250.00


29/40


61 !l%nt ke"am%k 10 30 & 3,500.00

62 !l%nt ke"am%k 10 40 & 4,000.00

63 !l%nt ke"am%k 15 30 & 4,500.00

64 !l%nt ke"am%k 15 40 & 5,250.00

65 !l%nt g"an%to 10 30 & FD;/0G

66 !l%nt g"an%to 10 40 & FD;/0G

67 !l%nt g"an%to 15 30 & FD;/0G

68 !l%nt g"an%to 15 40 & FD;/0G

G 4AHAN SALURAN AIR KOTOR < 4ERSIH

1 "aCel 20 cm m1 44,300.00

2 "aCel 30 cm m1 56,400.00

3 "aCel 40 cm m1 74,200.00

4 Bu%$ Beton 20 cm 1 ' m1 49,200.005 Bu%$ Beton 30 cm 1 ' m1 61,700.00

6 Bu%$ Beton 40 cm 1 ' m1 80,900.00

7 Bu%$ Beton 50 cm 1 ' $tk 94,300.00

8 Bu%$ Beton 60 cm 1 ' $tk 130,900.00

9 Bu%$ Beton 100 cm 0.50 ' $tk 299,800.00

10 Bu%$ Beton 80 cm 0.50 ' $tk 298,500.00

11 Bu%$ana 10 cm 0.50 ' $tk 9,600.00

12 Bu%$ana 15 cm 0.50 ' $tk 12,700.00

13 Bu%$ana 20 cm 0.50 ' $tk 16,800.00

14 Bu%$ana 25 cm 0.50 ' $tk 22,800.0015 ;n*uk kg 17,400.00

H 4AHAN LOGAM #AN 4AHAN JA#IN@A

1 Be$% Beton -24 )ata-"ata kg 16,500.00

2 Be$% Beton -39 / -32 )ata-"ata kg 20,700.00

3 !aga" B) lengka t%ang ana !on#a$% m2 171,300.00

4 Bon#ek m2 185,000.00

5 Be$% >A D= ;; kg 24,000.00

6 Be$% >A eang kg 23,900.00

7 Be$% !"oC%l D= ;; kg 18,300.00

8 Be$% !"oC%l = kg 21,600.00

9 Be$% % anel kg 19,200.00

10 +ngko$ alCan%$ Be$% kg 10,600.00

11 Kaat Beton kg 27,700.00

12 Kaat Du"% kg 63,500.00

13 Kaat !eng%kat m1 1,000.00

14 Kaat B"on*ong 4 mm kg 28,200.00

15 Kaat em&aga kg 41,400.00

16 )am =yamuk :%*au m2 13,400.00

17 )am Kaat 1 1 cm m2 15,300.00

18 )am yam m2 14,900.00

19 Kaat Ka$a 1 1 !ut% m2 32,100.00

20 Kaat :a"mon%ka 4 cm m2 35,900.00

21 Kaat :a"mon%ka 2 cm m2 28,600.00

22 Kaat a$ %$t"%k kg 23,600.00

23 >%"eme$ '8 m2 51,900.00

24 >%"eme$ '6 m2 38,700.00


30/40


25 %ma kg 46,300.00

26 %ma :%tam kg 43,300.00

27 )am nyamuk lumun%um m2 32,400.00

28 !lat "% Ø 2 30 mm 6 m1 &t 33,000.00

29 !lat "% Ø 3 30 mm 6 m1 &t 33,100.00

30 !lat t"% &t 18,200.00

31 Be$% t"% kg 26,800.00

32 !lat lumun%um 0.2 mm m2 89,800.00

33 !lat lumun%um 0.3 mm m2 110,500.00

34 !lat lumun%um 0.4 mm m2 141,400.00

35 !lat lumun%um 0.5 mm m2 143,100.00

36 !lat lumun%um 0.6 mm m2 171,800.00

37 !lat lumun%um 0.1 mm m2 56,300.00

38 Ku$en lumun%um =atu"al 1.3 mm t@ 1,3 mm 4 ( m1 151,100.0039 Ku$en lumun%um >a"na 1.3 mm t@ 1,3 mm 4 ( m1 163,000.00

40 Ku$en lumun%um =atu"al 1.3 mm t@ 1,3 mm 3 ( m1 81,000.00

41 Ku$en lumun%um >a"na 1.3 mm t@ 1,3 mm 3 ( m1 102,000.00

42 Daun en#ela lumun%um =atu"al tana kaca #an acce$$o"%e$ m2 98,800.00

43 Daun en#ela lumun%um >a"na tana kaca #an acce$$o"%e$ m2 148,800.00

44 Daun !%ntu lumun%um =atu"al tana kaca #an acce$$o"%e$ m2 211,800.00

45 Daun !%ntu lumun%um >a"na tana kaca #an acce$$o"%e$ m2 207,500.00

46 :an#le lumun%um a"%kan !%ntu lumun%um & 345,200.00

47 Ka%t ng%n lumun%um $ 104,500.00

48 Ka"et $%$o"%$ Ku$en / !%ntu lumun%um m1 7,500.0049 alu$% llum%n%um m 35,000.00

50 un$c"een lmun%um m2 380,200.00

51 eng !lat B 30 60 cm 100 m1 "oll 1,581,500.00

52 eng !lat B 30 90 cm 100 m1 "oll 2,080,100.00

53 !lat Be$% %%$ 1 mm kg 16,800.00

54 !lat Be$% %%$ 0.5 mm kg 17,700.00

55 !lat Be$% 2 mm $/# 5 mm kg 14,100.00

56 !lat Be$% 6 mm$/# 10 mm kg 14,100.00

57 !lat Be$% 10 mm keata$ kg 14,700.00

58 Ka&el "e$$t"e$$e# olo$ kg 26,700.00

59 a"%ng Kaat Ba*a kg 28,900.00

60 em Kun%ng %&on# kg 35,700.00

61 em Ao kg 23,900.00

62 em %nyl kg 44,000.00

63 Be$% t"% Kaca =ako kg 11,000.00

64 !"oC%l alumun%um (( m1 12,200.00

65 Be$% :allo 2 4 4 cm 400cm &tg 22,600.00

66 Be$% :allo 4 4 cm 400 cm &tg 29,200.00

67 Be$% )a%l !engamanan kg 459,300.00

68 en#ela Be$% m2 390,200.00

69 en#ela Be$% taan a% m2 501,700.00

70 !%ntu gulung &e$% m2 501,700.00

71 !%ntu )ol%%ng Doo" m2 306,600.00

72 en#ela nako kaca "y&en H t"al%$ 6 kl%$ $et 170,000.00





31/40


76 en#ela nako kaca &en%ng H t"al%$ 4 kl%$ $et 120,000.00






I 4AHAN KA=A

1 Kaca !olo$ 2 mm :; m2 69,000.00

2 Kaca !olo$ 3 mm :; m2 87,400.00

3 Kaca !olo$ 5 mm :; m2 111,000.00

4 Kaca !olo$ 8 mm :; m2 183,100.00

5 Kaca )ay&an# 5 mm :; m2 148,700.00

6 Kaca )ay&an# 8 mm :; m2 323,400.007 Kaca )ay&an# 12 mm :; m2 627,000.00

8 Kaca ce"m%n 5 mm m2 150,500.00

9 Kaca ce"m%n 6 mm m2 186,400.00

10 Kaca ce"m%n 8 mm m2 234,300.00

11 Kaca !at"% okal e"a$ang :; m2 1,621,100.00

12 Kaca !at"% ua" =ege"% e"a$ang m2 3,425,700.00

13 Kaca 6 mm "a


32/40


33/40


54 'acam2 am&ungan !a"alon 1/2( & 4,400.00

55 'acam2 am&ungan !a"alon 3/4( & 4,700.00

56 'acam2 am&ungan !a"alon 1( & 4,900.00

57 'acam2 am&ungan !a"alon 1 1/4( & 7,200.00







64 am&ungan !%a ! en%$ > 4( I & 89,900.00

65 em !a"alon t& 10,100.00

66 olat% e#eng gl 4,200.00

67 !%a ! 4( Be"lo&ang en%$ > m1 36,700.0068 ! >ate"$to le&a" 150 m1 53,500.00

69 ! >ate"$to le&a" 200 m1 57,900.00

70 ! >ate"$to le&a" 230 m1 65,700.00

71 ! >ate"$to le&a" 250 m1 74,700.00

72 ! >ate"$to le&a" 300 m1 83,600.00

73 ! >ate"$to le&a" 320 m1 92,500.00

L 4AHAN SANITAIR

1 to K"an 3/4( K; & 103,900.00

2 to K"an 1( K; & 124,200.003 to K"an 1 1/2( K; & 208,000.00

4 to K"an 2( K; & 267,900.00

5 to K"an 2 1/2( K; & 713,200.00

6 to K"an 3( K; & 830,300.00

7 eck alate" 'u" 1/2( & 40,200.00

10 ate al


34/40


28 lo$et Du#uk >a"na tan#a"# ++ 240 engka un%t 1,724,700.00

29 >a$taCel Bulat >a"na tan#a"# engka un%t 910,800.00

30 lo$et Du#uk >a"na tan#a"# ;= engka & 1,272,100.00

31 "%no%" engka ++ >a"na tan#a"# engka un%t 1,773,400.00

32 !enyekat !o$l%n "%noa" ++ l&" 495,900.00

33 K%tcen J%nk ta%nle$$ tan#a"# okal 1 u&ang & 397,800.00

34 K%tcen J%nk ta%nle$$ =on tan#a"# A"anke 1 u&ang & 1,272,300.00

35 K%tcen J%nk ta%nle$$ =on tan#a"# A"anke 2 u&ang & 1,650,200.00

36 alang ! - 15 cm &tng 60,000.00

M 4AHAN PENUTUP ATAP

1 ta !la$t%k elom&ang 80 180 l&" 33,100.00

2 ta A%&e" la$$ %%$ 80 180 elom&ang l&" 47,100.00

3 ta A%&e" la$$ e&al 80 180 elom&ang l&" 100,000.004 ta lumun%um =atu"al ) 26 ;=D+ m2 140,600.00

5 ta lumun%um >a"na ) 26 ;=D+ m2 164,700.00

6 ta $&e$ el. Kec%l 80 180 4 mm l&" 77,200.00

7 ta $&e$ el. Be$a" 80 180 5 mm l&" 111,100.00

8 ta eng elom&ang 80 cm 180 cm 3 mm l&" 62,900.00

9 ta eng elom&ang 80 cm 180 cm 5 mm l&" 83,100.00

10 ta eng elom&ang 270 cm 105 cm 4mm l&" 73,300.00



13 ta eng elom&ang 150 cm 105 cm 4mm l&" 42,300.0014 ta eng elom&ang 150 cm 102 cm 5mm l&" 78,500.00


16 ta $&e$ elom&ang 300 cm 105 cm 4 mm l&" 80,000.00

17 ta egola Ku&ota, lengka m2 487,100.00

18 ta egola Kal%ta$ e#ang m2 283,600.00

19 lumun%um Ao%le m2 19,600.00

20 ta enteng !lentong "e$ Baka" K> ; & 1,900.00

21 ta enteng !lentong "e$ 'olen + ; & 2,700.00

22 ta enteng Alam "e$ 'olen +


35/40


41 enteng 'u"an#o =atu"al 1m2 @ 18 & & 2,700.00

42 enteng 'u"an#o la$u" 1m2 @ 18 & & 4,000.00

43 Bu&ung 'u"an#o =atu"al & 7,500.00

44 Bu&ung 'u"an#o la$u" & 10,700.00

45 Bu&ungan enteng Ke"am%k & 10,000.00

46 ta enteng Ko#ok & 3,000.00

47 Bu&ungan enteng Ko#ok & 4,500.00

48 Bu&ungan enteng !lentong & 6,000.00

49 Bu&ungan tel elom&ang & 7,500.00

50 =ok tel elom&ang l&" 38,100.00

51 =ok ta eng l&" 37,500.00

52 =ok $tan#a" 40 cm 18, > 22 m2 75,000.00

53 !elat $&e$ te&al 4 mm l&" 21,000.00

54 !elat $&e$ te&al 3.5 mm l&" 16,400.0055 "u$$e$ J'-75 [email protected] )angka tama m1 34,500.00

56 "u$$e$ J'-75 [email protected] )angka tama m1 22,000.00

57 )eng 16-DB )ooC Batten$ [email protected] mm m1 11,000.00

58 Aoot !late t@ 1.22 mm m1 7,200.00

59 !D - D%aC"agma !late & 2,200.00

60 >;=D B"ac%ng m1 1,700.00

61 en$%one" !engaku al% ang%n & 7,200.00

N 4AHAN MEKANIKAL

1 ockey !um ka. 80 gln/men%t 100 m1 18.6 k> un%t 71,396,400.002 lect"%cal !um ka. 750 gln/men%t 120 m1 90 k> un%t 216,358,900.00

3 D%e$el !um ka. 750 gln/men%t 120 m1 105 k> un%t 591,647,100.00

4 !"e$u"e ank ka. 500 l%te" lengka un%t 36,997,300.00

5 :y#"an Bo #lm e#ung engka un%t 6,854,400.00

6 A%"e :ou$e 1.5 30 m H no$e un%t 4,866,100.00

7 o$e Aan : 360 > 60 60 cm un%t 6,862,900.00

8 o$e Aan : 380 > A' 55 55 cm un%t 5,491,100.00

9 o$e Aan : 100 > 40 40 cm un%t 1,092,600.00

10 l%t 3 !K eta"a +:;B un%t 30,791,800.00

11 l%t 2 !K eta"a +:;B un%t 21,926,500.00

12 l%t 1 !K eta"a +:;B un%t 5,174,100.00

13 'e$%n l%t D;K;= ;n#oo" / +ut#oo" n%t 1 B 4,200,000.00

O 4AHAN ELEKTRIKAL

1 Ka&el =I 1 1.5 !"%ma 1 "ol @ 50 m )+ 102,700.00

2 Ka&el =I 1 2.5 !"%ma 1 "ol @ 50 m )+ 151,700.00

3 Ka&el =I' 2 1.5 !"%ma 1 "ol @ 50 m m 6,600.00

4 Ka&el =I' 3 1.5 !"%ma 1 "ol @ 50 m m 7,600.00

5 Ka&el =I' 2 2.5 !"%ma 1 "ol @ 50 m m 4,900.00

6 Ka&el =I' 3 2.5 !"%ma 1 "ol @ 50 m m 10,900.00

7 Ka&el =I' 4 2.5 !"%ma 1 "ol @ 50 m m 7,600.00

8 Ka&el =I' 2 4 !"%ma 1 "ol @ 50 m m 6,300.00

9 Ka&el =I' 3 4 !"%ma 1 "ol @ 50 m m 15,400.00

10 Ka&el =I' 4 4 !"%ma 1 "ol @ 50 m m 20,700.00

11 Ka&el =I' 2 6 u"eme 1 "ol @ 50 m m 11,800.00

12 Ka&el =I' 3 6 u"eme 1 "ol @ 50 m m 13,700.00


36/40


13 Ka&el =I' 4 6 u"eme 1 "ol @ 50 m m 18,600.00

14 Ka&el =I' 2 10 u"eme 1 "ol @ 50 m m 17,600.00

15 Ka&el =I' 3 10 u"eme 1 "ol @ 50 m m 119,700.00

16 Ka&el =I' 4 10 u"eme 1 "ol @ 50 m m 26,500.00

17 Ka&el =I' 4 16 u"eme 1 "ol @ 50 m m 29,700.00

18 Ka&el =II 2 4 u"eme 1 "ol @ 50 m m 12,000.00

19 Ka&el =II 3 4 u"eme 1 "ol @ 50 m m 19,300.00

20 Ka&el =II 4 4 u"eme 1 "ol @ 50 m m 23,800.00

21 Ka&el =II 2 6 u"eme 1 "ol @ 50 m m 14,500.00

22 Ka&el =II 3 6 u"eme 1 "ol @ 50 m m 19,200.00

23 Ka&el =II 4 6 u"eme 1 "ol @ 50 m m 18,500.00

24 Ka&el =II 2 10 u"eme 1 "ol @ 50 m m 20,400.00

25 Ka&el =II 3 10 u"eme 1 "ol @ 50 m m 25,800.00

26 Ka&el =II 4 10 u"eme 1 "ol @ 50 m m 35,500.0027 Ka&el =II 4 16 u"eme 1 "ol @ 50 m m 41,900.00

28 =AB A; - 100 & 841,900.00

29 =AB A; - 150 & 2,182,600.00

30 )uma !anel 30 60 cm Ko$ong unt 153,500.00

31 k"%ng Ka$ 2 g"o B%a$a unt 204,800.00

32 k"%ng Ka$ 3 g"o B%a$a unt 222,600.00

33 k"%ng Ka$ 5 g"o B%a$a unt 468,800.00

34 'B 1 ! & 55,100.00

35 'B 3 ! & 106,000.00

36 aanan 50 'e"k Au*% & 521,100.0037 akla" B"oko unggal tan#a"# 1 !a$e & 23,800.00

38 akla" B"oko e"% tan#a"# 1 !a$e & 26,300.00

39 to Kontak B"oko tan#a"# 1 !a$e & 23,800.00

40 to Kontak B"oko 3 !a$e +ut Bo & 87,700.00

41 to Kontak B"oko 3 !a$e ;n Bo & 144,900.00

42 to Kontak :an#le 3 !a$e & 87,800.00

43 ;n$tala$ %t%k amu / to Kontak a #an lat ttk 179,600.00

44 amu %*a" 25 >att $/# 100 >att & 61,200.00

45 amu =eon !%ll%$ 20 >att & 29,700.00

46 amu =eon !%ll%$ 40 >att & 35,200.00

47 "ao 20 > !%ll%$ & 41,800.00

48 "ao 40 > !%ll%$ & 37,900.00

49 "ao 20 > %na" & 40,600.00

50 "ao 40 > $%na" & 41,300.00

51 tate" =eon !%ll%$ & 8,300.00

52 tate" =eon B%a$a & 6,500.00

53 )uma ;n Bo / +ut Bo 2 20 > ko$ongan & 144,000.00

54 Don %gt H 25 > & 306,900.00

55 amu !%l% 25 > & 306,900.00

56 amu %"kel 20 > engka & 67,900.00

57 amu 'e"cu"% 80 > & 147,400.00

58 amu aman H %ang H amu 1 Bua & 307,600.00

59 amu Ba"et 30 cm H =eon & 221,700.00

60 amu =eon "c"%l%k 2 40 > engka & 738,000.00

61 a"um !enangkal !et%" 16 & 101,500.00

62 Kaat B em&aga kg 65,100.00

63 !entanaan !enangkal !et%" ttk 423,700.00


37/40


P 4AHAN ALAT PENGANTUNG #AN KUN=I

1 Kunc% %l%n#e" A untuk !%ntu lumun%um & 410,900.00

2 a"%kan !%ntu lumun%um & 408,600.00

3 Kunc% 2 laag )+I & 126,500.00

4 )el :en#e"$on engka & 864,300.00

5 )el ma"aton ; !%ntu unt 193,100.00

6 Kunc% 2 laag %l%n#e" ; $l% tye 210 $/# tye 226 & 335,900.00

7 Kunc% 2 laag nco" $l% & 165,300.00

8 Kunc% 2 laag ;+ & 207,300.00

9 Kunc% K' Bulat Kual%ta$ B%a$a & 54,400.00

10 Kunc% k' Bulat A & 102,700.00

11 Kunc% 2 laag %l%n#e" tama tan#a"# & 586,600.00

12 Kunc% em&ok Be$a" & 85,200.0013 Kunc% 2 laag Ku#a e"&ang & 94,500.00

14 Kunc% ema"% & 46,800.00

15 $angolet $ 51,600.00

16 "en#el 15 cm & 49,800.00

17 "en#el 5 cm & 5,500.00

18 :ak ng%n Ka%t en#ela B%a$a $ 7,100.00

19 :ak ng%n en#ela nt%k $ 29,000.00

20 :ak ng%n en#ok ta%nle$$ / Kun%ngan & 32,200.00

21 loot !%ntu Be"%kut )anta% & 31,500.00

22 loot en#ela unggal & 33,000.0023 ng$el !%ntu n%lon tan#a"# $ 21,000.00

24 ng$el en#ela n%lon $ 15,000.00

25 ng$el !at"un $ 13,700.00

26 ng$el :a"mon%ka m1 9,100.00

27 Doo" lo$e" Kela$ tan#a"# Kela$ e#ang unt 420,000.00

28 Doo" lo$e" Kela$ tan#a"# Kela$ Ba%k unt 597,500.00

29 Doo" lo$e" Kela$ )en#a unt 200,000.00

30 Doo" :ol#e" unt 205,400.00

31 Doo" toe" unt 255,500.00

32 a"%kan lma"% )ata-"ata & 19,500.00

33 eng B 30 e&a" 60 cm 1 "ol 50 m m1 43,500.00

34 eng B 30 e&a" 90 cm 1 "ol 50 m m1 53,500.00

35 eng B 30 / 3 0.3 mm l&" 86,900.00

36 eng !lat l&" 50,100.00

37 >ate"$to e&a" 200 mm m1 57,900.00

4AHAN PENGIKAT UNTUK KONSTRUKSI JALAN

1 $al B%tumen kg 12,459.00

2 $al mul$% kg 12,459.00

3 $al u"a kg 10,890.00

4 $al onc"ete / a$ton -> ton 1,348,300.00

5 $al "eate# Ba$e B ton 1,200,200.00

6 ata$ton /:ot )oll$ eet :) ton 1,666,900.00

R 4AHAN PENGISAP AIR SUMUR #ALAM

1 !oma Ko#ok un%t 172,600.00

2 !oma D"agon egal un%t 243,800.00


38/40


3 !oma D"agon $l% un%t 718,500.00

4 'e$%n !oma %" 100 > - anyo un%t 1,100,200.00

5 'e$%n !oma %" 150 > - anyo un%t 1,890,700.00

6 !oma Jet !um 250 > - anyo un%t 4,961,500.00

7 !oma Jet !um 450 > - anyo un%t 7,878,000.00

8 !oma u&me"$%&le ka. 150 l%te" / men%t 3 K> un%t 27,151,200.00

9 ea" !um Ka. 60 l%te" / men%t un%t 15,702,700.00

10 Dee >ell #engan kelengkaannya ka. 150 l%te" / men%t un%t 172,052,500.00

11 :an# +%l !um un%t 5,195,300.00

S 4AHAN PENAMPUNG AIR

1 angk% %" A%&e" la$$ 0.5 m3 cel & 1,172,500.00

2 angk% %" A%&e" la$$ 1 m3 cel & 1,316,400.00

3 angk% %" A%&e" la$$ 2 m3 cel & 1,954,200.004 Bak K' A%&e" 60 60 & 255,300.00

5 Bak a"a$o > 40 40 & 118,500.00

6 Bak K' a"a$o 60 60 & 161,100.00

T ALAT TUKANG

1 !alu 0.5 kg & 39,300.00

2 angkul & 24,500.00

3 %ngku & 41,400.00

4 ek"o & 50,100.00

5 !engk% & 12,300.006 %ngg%$ & 41,700.00

7 )ool 'ete" 30 mete" Baan !la$t%k & 101,000.00

8 )ool 'ete" 5 mete" Baan Be$% & 37,800.00

9 elang !la$t%k untuk >ate" !a$ #%a. 0.5 cm m 1,600.00

10 >ate" !a$ lumun%um 60 cm & 88,200.00

U 4AHAN 4AKAR #AN PELUMAS

1 '%nyak ana lt 18,000.00

2 Kayu Baka" #a"% Kayu Ka"et m3 151,100.00

3 Baan Baka" )e$%#u lt 28,435.00

4 '%nyak ola" lt 7,150.00

5 Ben$%n !"em%um lt 7,800.00

6 !lu$ +%l lt 3,300.00

7 +%l 'e$"an 40 lt 55,000.00

8 l%*% / &otol 15 kg 104,600.00

9 $%t%l%n / Botol 15.1 kg &tl 88,900.00

10 ng%n +2 / &otol &tl 66,400.00

11 Ka"&%t kg 19,400.00

12 '%nyak Bek%$t%ng lt" 40,500.00

13 )a%#"ant ln 15,700.00

14 o#a % kg 35,600.00

15 a&un kg 2,400.00

16 "ang Kayu kg 11,100.00

17 Kaat a$ & 1,400.00

V 4AHAN PAGAR

1 !anel Beton !"acetak l&" 199,200.00


39/40


4. 4I#ANG PERTAMANAN

1 glonema &atang 50,000.00

2 Bam&u k"%$%k/*eang &atang 50,000.00

3 Au"a#an kg 24,000.00

4 Komo$/uuk kan#ang ka"ung 25,000.00

5 ' atoa 2 m &atang 40,000.00

6 !alm &otol, eko" tua%, ut"%, #ll t%ngg% 2 m &atang 100,000.00

7 !%lo &atang 75,000.00

8 !oon el%n#ung ang$ana, maon%, kam&o*a #ll t%ngg% 2m &atang 25,000.00

9 !oon e"#u kaca %"%ng, u"%ng, maa", melat%, #ll &atang 10,000.00

10 )umut ga*a m%n% m2 15,000.00

harga sudah termasuk PPN dan keuntungan


40/40

#A>TAR HARGA SATUAN UPAH

NO URAIAN SATUAN UPAH (Rp.) KETERANGAN

1 'an#o" +"g/" ) 80,000.00

2 Keala ukang Batu +"g/" ) 75,000.00

3 Keala ukang Kayu +"g/" ) 75,000.00

4 Keala ukang Be$% +"g/" ) 75,000.00

5 Keala ukang at +"g/" ) 75,000.00

6 Keala ukang %$t"%k +"g/" ) 75,000.00

7 Keala ukang +"g/" ) 75,000.00

8 ukang Batu +"g/" ) 65,000.00

9 ukang Kayu +"g/" ) 65,000.00

10 ukang Be$%/Ba*a +"g/" ) 65,000.00

11 ukang at +"g/" ) 65,000.00

12 ukang %$t"%k +"g/" ) 65,000.00

13 ukang !%a +"g/" ) 65,000.00

14 ukang !l%tu" +"g/" ) 65,000.00

15 ukang aman +"g/" ) 65,000.00

16 ukang +"g/" ) 65,000.00

17 !em&antu ukang +"g/" ) 42,000.00

18 !eke"*a B%a$a +"g/" ) 42,000.00

19 !en*aga 'alam +"g/" ) 42,000.00

20 o%" +"g/" ) 65,000.00

21 +e"ato" +"g/" ) 75,000.00

22 'ekan%k +"g/" ) 65,000.00

23 !em&antu o%" +"g/" ) 42,000.00

24 !em&antu +e"ato" +"g/" ) 50,000.00

25 !em&antu 'ekan%k +"g/" ) 42,000.00

harga sudah termasuk PPN dan keuntungan

addendum boq dan daftar kuantitas harga paket cross taxiway b

Documents