Rab Srmdsbys Dp36(Nego)Rev3

8/18/2019 Rab Srmdsbys Dp36(Nego)Rev3

1/184

REKAPITULASI

DAFTAR KUANTITAS DAN HARGA

No. Paket Kontrak :

Nama Paket : Pembangunan Causway dan Jalan Pendekat Jembatan Suramadu Sisi Surabaya

Propinsi : Jawa Timur Nama Peserta Lelang : HUT! K"# $ %&J# K"# $ '"(U)& K"# !"' J*.

U r a i a n

Jumla+ Harga

Lama , -sk Penawaran inal

/ 0 1

I U M U M 500,000,000.00 500,000,000.00 500,000,000.00

II PEKERJAAN DRAINASE -

III PEKERJAAN TANAH -

IV PELEBARAN PERKERASAN DAN BAHU JALAN -

V PERKERASAN BERBUTIR -

VI PERKERASAN ASPAL -

VII PEKERJAAN STRUKTUR 63,541,722,675.67 64,295,810,379.54 58,450,736,708.67

I PEKRJAAN HARIAN -

PEKERJAAN LAIN-LAIN -

!A" J#$%&' H&()& P*+&&(&+ !*($&#/ B&& U$#$ &+ K*#+#+)&+" 64,041,722,675.67 64,795,810,379.54 58,950,736,708.67

!B" P&&/ P*(&$&'&+ N%& ! PPN " 10 ! A " 6,404,172,267.57 6,479,581,037.95 5,895,073,670.87

!" JUMLAH TTAL HAR:A PENA;ARAN ! A " < ! B " 70,445,894,943.23 71,275,391,417.50 64,845,810,379.54

D#%&/&+ 23455647834333.33 2/402641834333.33 95475647/34333.33

Terbilang :

Tuu+ Pulu+ Tiga !ilyar )elapan "atus Juta "upia+.

No.)i;isi


2/184


No. Paket Kontrak :

Nama Paket : Pembangunan Causa! "an #a$an Pen"ekat #embatan Surama"u s%s% Suraba!a

Pro&%ns% : #aa T%mur

Nama Kontraktor : HUTA'A KAR(A ) *I#A(A KAR(A ) AGRA+UDI KAR(A 'ARGA #,.

'ata

Ura%an Satuan

Perk%raan Harga Satuan

Pemba!aran Kuant%tas Lamaesk Penaaran F%na$

/ 0 1 2 3

I PEKER#AAN U'U'

1.2 Mobilisasi Ls 1.000 ### ### 500,000,000.0

1.8 Ls

#um$a- Harga Penaaran +ag%an I 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas "an Harga 7

II PEKER#AAN DRAINASE

III PEKER#AAN TANAH

I PEKER#AAN +AHU #ALAN

PERKER#AAN AGREGAT +ER+UTIR

I PEKER#AAN PERKERASAN

II PEKER#AAN STRUKTUR1.25

7.1 (1) Beton K-500 1.07 - -

$e'eli+a%aan Lalu Lintas sela'a

M3


3/184


No. Paket Kontrak :




'ata

Ura%an Satuan

Perk%raan Harga Satuan

Pemba!aran Kuant%tas Lamaesk Penaaran F%na$

/ 0 1 2 3

7.3 (6) a $/ i%&e% K-500 Bentan! 40 'ete% Bua+ 78.00 378,367,235.73 288,585,000.00 262,350,000.0

7.3 (6) b $e'asan!an $/ i%&e% Bentan! 40 'ete% Bua+ 78.00 23,730,916.56 25,496,900.00 23,179,000.0

7.3 (7) ia%a!'a K-350 untu $/ i%&e% Bentan! 40 260.10 3,640,872.50 4,627,967.18 4,207,242.8

7.3 (8) $lat $%aeta ( /on%ete $late ) 350 M2 6,075.00 383,505.00 347,739.70 316,127.0

7.4 (8) $ee%aan baa 250 125 "en!iat tian! K! 23,336.64 9,913.75 14,043.70 12,767.0

7.4 (10) $en!eatan . $anan! &en!an /oalta% "o M2 -

7.5 (8) M1 7,776.00 1,501,306.27 2,103,200.00 1,912,000.0

7.5 (9) M1 - -

7.5 (13) M1 7,128.00 645,868.69 754,160.00 685,600.0

7.5 (14) M1 - -

7.5 (15) %u!an "asi% untu sian ian! $anan! M3 1,297.65 142,656.25 158,353.80 143,958.0

7.5 (25) iti 1.00 66,875,000.00 69,850,000.00 63,500,000.0

7.5 (26) iti - -

7.5 (27) iti 1.00 11,250,000.00 15,400,000.00 14,000,000.0

7.5 (28) Late%al Loa&in! est iti -

7.5 (29) lt%asoni est "a&a sa'bun!an tian! Bua+ 6.00 750,000.00 1,100,000.00 1,000,000.07.5 (30)a iti 6.00 17,500,000.00 22,000,000.00 20,000,000.0

M3

$ene&iaan ian! $anan! $i"a Baa φ 600

'' t 12 ''


$e'anan!an ian! $anan! $i"a Baa φ


$en!uian $e'bebanan :tatis "a&a ian!$anan! 'e'"unai ia'ete% 600 ''

$en!uian $e'bebanan "a&a Bo%e& $ile

a'ba+an biaa 7.5(25) &an 7.5(26) bila&ilauan &iatas laut

$en!uian $e'bebanan ina'is "a&a ian!$anan! &ia'ete% 600 ''


4/184

REKAPITULASI


No. Paket Kontrak :


Propinsi : Jawa Timur

Nama Peserta Lelang : HUT! K"# $ %&J# K"# $ '"(U)& K"# !"' J*.

U r a i a n

Jumla+ Harga

Penawaran


5/184


No. Paket Kontrak :


Pro&%ns% : #aa T%murNama Kontraktor : HUTA'A KAR(A ) *I#A(A KAR(A ) AGRA+UDI KAR(A 'ARGA #,.

'ata

Ura%an Satuan

Perk%raan Harga #um$a-

Satuan Harga

Pemba!aran Kuant%tas 5Ru&%a-7 5Ru&%a-7

/ 0 1 2 3 4

I PEKER#AAN U'U'

1.2 Mobilisasi Ls 1.000 500,000,000.00 500,000,000.00

1.8 Ls -

38898889888.88


III PEKER#AAN TANAH




II PEKER#AAN STRUKTUR

$e'eli+a%aan Lalu Lintas sela'a

#um$a- Harga Penaaran +ag%an I 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas"an Harga 7


6/184


No. Paket Kontrak :


Pro&%ns% : #aa T%murNama Kontraktor : HUTA'A KAR(A ) *I#A(A KAR(A ) AGRA+UDI KAR(A 'ARGA #,.

'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

7.5 (13) M1 7,128.00 685,600.00 4,886,956,800.00

7.5 (14) M1 - -

7.5 (15) %u!an "asi% untu sian ian! $anan! M3 1,297.65 143,958.00 186,806,568.22

7.5 (25) iti 1.00 63,500,000.00 63,500,000.00

7.5 (26) iti - -

7.5 (27) iti 1.00 14,000,000.00 14,000,000.00

7.5 (28) Late%al Loa&in! est iti - -7.5 (29) lt%asoni est "a&a sa'bun!an tian! Bua+ 6.00 1,000,000.00 6,000,000.00

7.5 (30)a iti 6.00 20,000,000.00 120,000,000.00

7.5 (30)b iti - -

7.5 (31) iti 6.00 10,600,000.00 63,600,000.00

7.5 (32)s M2 2,257.20 1,053,600.00 2,378,185,920.00

7.5 (32a)s K! 25,488.00 103,162.50 2,629,405,800.00

7 12 (4) Bua+ 156 00 1 087 500 00 169 650 000 00







$en!uian $e'bebanan ina'is Bo%e& $ile

a'ba+an biaa 7.5(30)a &an 7.5(30)b bila&ilauan &iatas laut

$e%lin&un!an Ko%osi ian! $anan! Baa "a&a&ae%a+ i"%atan ai% laut

$e%lin&un!an Ko%osi ian! $anan! Baa&en!an ano&a

$e%letaan lasto'e% ;


7/184

REKAPITULASI


No. Paket Kontrak :



Nama Peserta Lelang : HUT! K"# $ %&J# K"# $ '"(U)& K"# !"' J*.(*/&>-(&'/

U r a i a n

Jumla+ Harga

Penawaran


8/184

64,845,810,000.00

upah 1.4

bahan 1.45

alat 1.4

(293,116,864,762.44)

13,317,727,272.73

1,331,772,727.27

14,649,500,000.00

#VALUE! #VALUE!


9/184


P r o ! e k : Pembangunan #embatan Surama"uNama Paket : Pembangunan Causa! "an #a$an Pen"ekat #embatan Surama"u s%s% S



%ab-+

'ata

Ura%an Satuan

Perk%raan Harga

Satuan

emba!ara Kuant%tas 5Ru&%a-7

/ 0 1 2 3

I PEKER#AAN U'U'

1.2 Mobilisasi Ls 1.000 2,163,000,000.00

1.8 Ls 1.000 129,200,000.00


2.1 alian ntu %ainase :eloan &an :alu%an


10/184

4.2 (2) La"is $on&asi





6.1 (1) La"is @esa" $en!iat Lite% 64,800.00 5,253.68

6.1 (2) La"is $e%eat Lite%

6.4 (2) Lataston - La"is


11/184

7.3 (9) $/ bo i%&e% K-500 Bentan! 80 ' Bua+ -

7.4 (4) $en!a&aan /able :tae& len!a" te%'asu $e on -

7.4 (5) on -

7.4 (6) $en!a&aan :teel Bo, /%oss i%&e% &an :t%in!e% on -

7.4 (7) $e'asan!an :teel Bo, /%oss i%&e% &an :t%in! on -

7.4 (8) $ee%aan baa 250 125 "en!iat tian! "a K! 69,411.00 12,767.00

7.4 (10) $en!eatan . $anan! &en!an /oalta% "o M2 -

7.5 (8) M1 24,624.00 1,912,000.00

7.5 (9) M1 -

7.5 (13) M1 22,572.00 685,600.00

7.5 (14) M1 -

7.5 (15) %u!an "asi% untu sian ian! $anan! M3 2,975.40 143,958.00

7.5 (16) $ee%aan besi "%ol C$-20 untu "en!iat tian on -

7.5 (17) M1 -

7.5 (18) M1 -

7.5 (19) M1 -

7.5 (20) M1 -

7.5 (25) iti 4.00 63,500,000.00

7.5 (26) iti -

7.5 (27) iti 4.00 14,000,000.00

7.5 (28) Late%al Loa&in! est iti -

7.5 (29) lt%asoni est "a&a sa'bun!an tian! Bua+ 19.00 1,000,000.00

7.5 (30)a iti 19.00 20,000,000.00

7.5 (30)b iti -

7.5 (31) iti 19.00 14,416,000.00

a'ba+an biaa untu 7.4(4) untu


'' t 12 ''


$e'anan!an ian! $anan! $i"a Baa φ 600


$ee%aan Bo%e& "ile φ 1000 ''


a'ba+an biaa 7.5(17) bila "en!ebo%an


$en!uian $e'bebanan :tatis "a&a ian!

$anan! 'e'"unai ia'ete% 600 ''







12/184

9.5 %u &en!an Ba e%bua a"asitas 3 - 4 ton *a' 135.00 145,600.00

9.6 an!i


13/184

74585608000

67805098181.8182 uraba!a

#um$a-

Harga

5Ru&%a-74

1.36

2,163,000,000.00 6,339,930,150.00 0.7

129,200,000.00 95000000 4437951105 4094951105

6339930150 5849930150

090>090889888.88

-

-

-

397,290,000.00 95,000.00

1,082,856,480.00 131,000.00

294,516,051.20 814,120.001,786,550,400.00 2,189,400.00


14/184

-

)

-

-

)

340,438,464.00 3,863.00

- 4,003.00

- &

- &

2,280,747,869.12 37,436.00 '3 - 16,276.52 'tn

-

-

0940/9/?49111./0

-


15/184

-

-

-

-

-

886,170,237.00

-

47,081,088,000.0019.00

-

15,475,363,200.00

-

428,332,633.20

-

-

-

-

-

254,000,000.00

-

56,000,000.00

-

19,000,000.00

380,000,000.00

-

273,904,000.00

9 232 626 560 00


16/184

19,656,000.00

3,488,100.00

-

-

8,640,000.00

-

9,450,000.00

8,400,000.00

8,400,000.00

18,480,000.00

-

3,570,000.00-

2,948,400.00

1,491,000.00

630,000.00

-

-

-

/809//?9438.88

31,382,000.00 325000

1,062,500,000.00 0

- 0

-

2,716,545,600.00 1370000 6,397,068,312.00 1613075


17/184

REKAPITULASI


No. Paket Kontrak :

Nama Paket : Pembangunan Causway dan Jalan Pendekat Jembatan Suramadu Sisi Surabaya Ta+ap $ &&


Nama Peserta Lelang : HUT! K"# $ %&J# K"# $ '"(U)& K"# !"' J*.

U r a i a n

Jumla+ Harga

Penawaran


18/184


P r o ! e k : Pembangunan #embatan Surama"u


Peker@aan : ,&r%t "an Ke! stone



'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

1 eotetile non oEen 15,150.00 17,500.00 265,125,000.00

2 Mate%ial !%anula% 3,150.00 102,788.80 323,784,720.00

3 %u!an "ili+an 18,472.00 102,788.80 1,898,714,713.60

4 La"is $on&asi

5 La"is $on&asi

6 $i"a $ 4.33

M2

M3

M3

M3

M3

M1

M3

M3

M2

M2


19/184




Peker@aan : Un"er&ass



'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

I PEKER#AAN U'U'


2.4 ( 2 ) $i"a $=/ 20 ' > sa'bun!an > "enan!!a 240.00 163,000.00 39,120,000.00

#um$a- Harga Penaaran +ag%an II 1>9/089888.88

III PEKER#AAN TANAH

3.1 (1) $e'be%si+an &an $en!!a%uan Me&an untu a -

3.1 (2) alian ana+ Biasa 8,575.00 43,619.28 374,035,326.00

#um$a- Harga Penaaran +ag%an III 1=298139104.88



M1

M2

M3


20/184




Peker@aan : Un"er&ass



'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

10.4 elinato% B+ -

10.7(1) Ke%b M1 -10.7(2) /on%ete Ba%%ie% "e < M1 30.000 1,473,000.00 44,190,000.00

10.7(3) /on%ete Ba%%ie% "e B M1 60.000 1,886,000.00 113,160,000.00

10.8(2) $e%e%asan Blo $a& %otoa% M2 -

10.13 :an&a%an ( %aillin! ) B+ 126.000 450,000.00 56,700,000.00

#um$a- Harga Penaaran +ag%an < 0?09?189888.88

Jumla+ Harga (agian & s>d ? //4202408/4598.12


21/184






'ata

Ura%an Satuan


Satuan Harga

emba!ara Kuant%tas 5Ru&%a-7 5Ru&%a-7

/ 0 1 2 3 4

I PEKER#AAN U'U'

1.2 Mobilisasi Ls 1.000 2,163,000,000.00 2,163,000,000.00

1.8 Ls 1.000 129,200,000.00 129,200,000.00

090>090889888.88


2.1 alian ntu %ainase :eloan &an :alu%an 9/149028.88

III PEKER#AAN TANAH

$e'eli+a%aan Lalu Lintas sela'a "elasanaan

#um$a- Harga Penaaran +ag%an I 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas "anHarga 7

M3

M3

M3

M1

M1

#um$a- Harga Penaaran +ag%an II 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas"an Harga 7


22/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4


6.1 (1) La"is @esa" $en!iat Lite% 64,800.00 4,919.00 318,751,200.00

6.1 (2) La"is $e%eat Lite% -



23/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4


7.5 (16) $ee%aan besi "%ol C$-20 untu "en!iat tian on - -

7.5 (17) M1 - -

7.5 (18) M1 - -

7.5 (19) M1 - -

7.5 (20) M1 - -

7.5 (25) iti 18.00 63,500,000.00 1,143,000,000.00

7.5 (26) iti - -

7.5 (27) iti 18.00 14,000,000.00 252,000,000.00

7.5 (28) Late%al Loa&in! est iti - -

7.5 (29) lt%asoni est "a&a sa'bun!an tian! Bua+ 18.00 1,000,000.00 18,000,000.00

7.5 (30)a iti 18.00 20,000,000.00 360,000,000.00

7.5 (30)b iti - -

7.5 (31) iti 18.00 14,416,000.00 259,488,000.00

7.5 (32)s M2 7,732.00 1,194,080.00 9,232,626,560.00

7.11 (1) :t%utu% :a'bun!an s"ansi i"e Mo&ula% M1 -







a'ba+an biaa 7.5(25) &an 7.5(26) bila

&ilauan &iatas laut




$e%lin&un!an Ko%osi ian! $anan! Baa "a&a&ae%a+ i"%atan ai% laut


24/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

9.16 $e'a&at &en!an "en!!eta% 1.5 - 3.0 A$ *a' 30.00 119,000.00 3,570,000.00

9.17 $en!!ilas @o&a a%et 8 - 10 on *a' -

9.18 Ko'"%esso% 4000 - 6500 Lite%F'enit *a' 30.00 98,280.00 2,948,400.00

9.19 Mesin $en!a&u Beton 0.3 - 0.6 M3 *a' 30.00 49,700.00 1,491,000.00

9.20 $o'"a


25/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

I PEKER#AAN U'U'

1.2 Mobilisasi Ls 1.000 2,163,000,000.00 2,163,000,000.00

1.8 Ls 1.000 129,200,000.00 129,200,000.00

090>090889888.88


2.1 alian ntu %ainase :eloan &an :alu%an 4.88

$e'eli+a%aan Lalu Lintas sela'a "elasanaan

#um$a- Harga Penaaran +ag%an I 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas "anHarga 7

M3

M3

M3

M1

M1

#um$a- Harga Penaaran +ag%an II 5 masuk &a"a Reka&%tu$as% Da6tar Kuant%tas" H 7


26/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

)


6.1 (1) La"is @esa" $en!iat Lite% 64,800.00 3,156.00 204,508,800.00

6.1 (2) La"is $e%eat Lite% -



27/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

7.5 (9) M1 - -

7.5 (13) M1 22,572.00 685,600.00 15,475,363,200.00

7.5 (14) M1 - -


7.5 (16) $ee%aan besi "%ol C$-20 untu "en!iat tian on - -

7.5 (17) M1 - -

7.5 (18) M1 - -

7.5 (19) M1 - -

7.5 (20) M1 - -

7.5 (25) iti 18.00 63,500,000.00 1,143,000,000.00

7.5 (26) iti - -

7.5 (27) iti 18.00 14,000,000.00 252,000,000.00

7.5 (28) Late%al Loa&in! est iti - -

7.5 (29) lt%asoni est "a&a sa'bun!an tian! Bua+ 18.00 1,000,000.00 18,000,000.00

7.5 (30)a iti 18.00 20,000,000.00 360,000,000.00

7.5 (30)b iti - -











$en!uian $e'bebanan ina'is "a&a ian!

$anan! &ia'ete% 600 ''$en!uian $e'bebanan ina'is Bo%e& $ile


28/184






'ata

Ura%an Satuan


Satuan Harga


/ 0 1 2 3 4

9.12 /%ale% /%ane 25 on *a' 30.00 280,000.00 8,400,000.00

9.13 /%ale% /%ane 50 on *a' 30.00 280,000.00 8,400,000.00

9.14 /%ale% /%ane 150 on *a' 30.00 616,000.00 18,480,000.00

9.15 Mesin ilas @o&a Besi 8 - 10 on *a' -

9.16 $e'a&at &en!an "en!!eta% 1.5 - 3.0 A$ *a' 30.00 119,000.00 3,570,000.00

9.17 $en!!ilas @o&a a%et 8 - 10 on *a' -

9.18 Ko'"%esso% 4000 - 6500 Lite%F'enit *a' 30.00 98,280.00 2,948,400.00

9.19 Mesin $en!a&u Beton 0.3 - 0.6 M3 *a' 30.00 49,700.00 1,491,000.00

9.20 $o'"a


29/184

DAFTAR HARGA DASAR SATUAN UPAH

Paket Kontrak : Pembangunan Jembatan Suramadu

Nama Paket : Pembangunan Caue!a" dan Ja#an Pendekat Jembatan Suramadu S$$ Suraba"a

Pro%$n$ : Ja!a T$mur

Nama Kontraktor : HUTA&A KAR'A ( )IJA'A KAR'A ( AGRA*UDI KAR'A &ARGA J+,

No, U R A I A N K+DE SATUAN

HARGA

KETERANGANSATUAN

- R%, .

1 /an a 7,000.00

2 /*an% a 6,300.00

3 p*at a 7,000.00

4 **a a 4,900.00

5 *bantu *an% a 4,900.00

6 -uan$ atu a 6,300.00

7 -uan$ a+u a 6,300.00

8 -uan$ L%"t% a 6,300.00

9 -uan$ La" a 6,300.00

10 -uan$ *"% a 6,300.00

11 Sp% a 6,300.00

12 *bantu p*at a 6,300.0013 *bantu Sp% a 4,900.00

DAFTAR HARGA DASAR SATUAN *AHAN


30/184

DAFTAR HARGA DASAR SATUAN *AHAN





No, U R A I A N /o# SATUAN

HARGA

KETERANGANSATUAN

- R%, .

1 atu *lah 79,750.00

2 atu al% 79,750.00

3 atu p*ah 5 & 7 116,000.00

4 atu p*ah 3 & 5 123,250.00

5 atu p*ah 2 & 3 130,500.00

6 atu p*ah 1 & 2 130,500.00

7 atu p*ah 0.5 & 1 116,000.00

8 A$*$at la" A 61,000.00

9 A$*$at la" 56,000.00

10 A$*$at la" 75,400.00

11 /%n+a *$%"t%n$ lt 11,600.00

12 A$*$at a"a (untu t /%) 130,500.00

13 A$*$at alu" (untu t /%) 87,000.0014 A"pal %tu*n $ 3,190.00

15 /%n+a tanah lt 2,610.00

16 Epant%n %nt t+p* ubb* 2,537,500.00

17 a"% a"an$ 72,500.00

18 a"% *tn 72,500.00

19 a"% Uu$ 65,250.00

20 Uu$an -anah %l%han 58,000.00

21 -anah Uu$ 50,750.00

22 S**n tlan $ 1,160.00

23 au $ 12 360 00

3

3

3

3

3

3

3

3

3

3

3

3

1

3

3

3

3

3

DAFTAR *IA'A SE)A PERALATAN PER JA& KERJA


31/184

DAFTAR *IA'A SE)A PERALATAN PER JA& KERJA





No, U R A I A N K+DE SATUAN

HARGA

KETERANGANSATUAN

- R%, .

1 A"phalt %n%"h* 100 E02 a 209,300.00

2 A"phalt /%%n$ lant 220 E01 a 491,400.00

3 A"phalt Spa+* 15 E03 a 91,000.00

4 ullC* 100 & 150 E04 a 408,300.00

5 A% p*" 6000 lt' E05 a 98,280.006 E06 a 49,700.00

7 an* 10 & 15 -n E07 a 350,000.00

8 E08 a 100,390.00

9 E09 a 100,390.00

10 Ea?at 80 & 140 E10 a 315,000.00

11 lat * -u 4 tn E11 a 145,600.00

12 /t ;a* , 120 E13 a 295,720.00

13 E15 a 288,000.00

14 St**l


32/184

LA&PIRAN 0 b PENA)ARAN

&ET+DE KERJA

ANALISA TEKNIS HARGA SATUAN &ATA PE&*A'ARAN UTA&A

PR+'EK : PE&*ANGUNAN JE&*ATAN SURA&ADUNA&A PAKET : PE&*ANGUNAN CAUSE )A' JE&*ATAN SURA&ADU SISI SURA*A'A Ta1a%(II

NA&A K+NTRAKT+R : HUTA&A ( )IKA ( AGRA*UDI J+,

N+ &ATA PE&*A'ARAN : 2,3 -4.

JENIS PEKERJAAN : *eton truktur K(056

SATUAN PE&*A'ARAN : &0

PERKIRAAN KUANTITAS : 378952,50

PR+DUKSI HARIANJA& ;. :

38 &ET+DE PELAKSANAAN F

&

&

& *n$*an b*tn "tutu %la"anaan "*t*lah b*%"t%n$ "*l*"a%

& Lanta% b*%"t%n$ %"an$$a *n$an l* an baa


33/184


&ET+DE KERJA


PR+'EK : PE&*ANGUNAN JE&*ATAN SURA&ADU

NA&A PAKET : PE&*ANGUNAN CAUSE )A' JE&*ATAN SURA&ADU SISI SURA*A'A Ta1a%(IINA&A K+NTRAKT+R : HUTA&A ( )IKA ( AGRA*UDI J+,

N+ &ATA PE&*A'ARAN : 2,3 -4.

JENIS PEKERJAAN : *eton truktur K(056




& n*t* up B 10.000 7.000 25.000 4.000

B 7,000.000

B 19,857.530 B 2.837 I 3.000 un%t

7,000.000

& n*t* /%* lant B 34.000 7.000 25.000 4.000

B 23,800.000

B 19,857.530 B 0.834 I 1.000 un%t

23,800.000

& n*t* V%bat B 8.500 7.000 25.000 4.000

B 5,950.000

B 19,857.530 B 3.337 I 4.000 un%t

5,950.000

& A$%tat -u B 4.250 7.000 25.000 4.000

B 2,975.000

B 19,857.530 B 6.675 I 7.000 un%t

3

3

3

3


34/184


&ET+DE KERJA




N+ &ATA PE&*A'ARAN : 2,3 -0.

JENIS PEKERJAAN : *eton K(456 untuk $$an t$ang %an>ang





&

&

48 )AKTU PELAKSANAAN : 3.000 ulan

08 &ATERIAL

& atu p*ah < 0.65

& a"% < 0.55

& S**n < 400.00 $&

&

&

=8 PERALATAN

=,a Per1$tungan Produk$ Per1ar$

a, Con>rete Pum%

& apa"%ta" B 10.000 'a

& at E%"%*n"% B 1.000& u"% (H) B 10.000 1.000 B 10.000

b Con>rete &$?er P#ant

*tn &250 %$unaan untu :"%an -%an$ anan$. apuan b*tn %buat *n$an *n$$unanaan n*t* /%* lant%an$ut *n$an A$%tat -u "apa% la"% p*n$*an

*n$*an * t%an$ panan$ %bntu *n$an *n$$unaan n*t* pup, "*lanutn+a %paatan *n$an n*t*V%bat

3

3

3

3 'a


35/184


&ET+DE KERJA




N+ &ATA PE&*A'ARAN : 2,3 -0.





& n*t* /%* lant B 34.000 7.000 25.000 3.000

B 17,850.000

B 5,656.070 B 0.317 I 1.000 un%t

17,850.000

& n*t* V%bat B 8.500 7.000 25.000 3.000

B 4,462.500

B 5,656.070 B 1.267 I 2.000 un%t

4,462.500

& A$%tat -u B 4.250 7.000 25.000 3.000

B 2,231.250

B 5,656.070 B 2.535 I 3.000 un%t

2,231.250

58 TENAGA KERJA &ANUSIA

& u"% a%an B 7.000 10.000 B 70.000

-*na$a /anu"%a B 100 251 **a B 701 757 an$a

3

3

3


36/184


&ET+DE KERJA




N+ &ATA PE&*A'ARAN : 2,4 -0.

JENIS PEKERJAAN : *aBa Tu#angan *JTP ( 4= -%o#o.

SATUAN PE&*A'ARAN : Kg

PERKIRAAN KUANTITAS : =86=4,66



& **aan %n% *l%put% p*n$aaan an p*n*patan at*%al % lapan$an

& *"% b*tn hau" %l%nun$% a% hal&hal +an$ *n+*baban *u"aan "*panan$ atu p*la"anaan& *tn$an *n$an a utt* an p*b*n$an *n$an a *n*


08 &ATERIAL

& aa tulan$an : 1.030 $

& aat b*nat : 0.020 $

=8 PERALATAN


a, *ar Cutter

& apa"%ta" B 125.000 $ 'a

& at E%"%*n"% B 1.000

& u"% (H) B 1.000 125.000 B 125.000

b, *ar *ender

& apa"%ta" B 125.000 $ 'a

& at E%"%*n"% B 1.000

$ 'a



37/184


&ET+DE KERJA



NA&A PAKET : PE&*ANGUNAN CAUSE )A' JE&*ATAN SURA&ADU SISI SURA*A'A Ta1a%(II


N+ &ATA PE&*A'ARAN : 2,4 -0.



PERKIRAAN KUANTITAS : =86=4,66



& u"% a%an B 7.000 125.000 B 875.000

& -*na$a /anu"%a B 16.240 **a B 113.680 an$a

4.060 -uan$ B 28.420 an$a

1.000 /an B 7.000 an$a

at -*na$a /anu"%a

**a B 113.680 ' 875.000 B 0.130 an$a

-uan$ B 28.420 ' 875.000 B 0.032 an$a

/an B 7.000 ' 875.000 B 0.008 an$a



38/184


&ET+DE KERJA




N+ &ATA PE&*A'ARAN : 2,4 -=.a

JENIS PEKERJAAN : *aBa Tu#angan *JTP ( 04 -u#$r. untuk %onda$


PERKIRAAN KUANTITAS : 38=08655,99






08 &ATERIAL

& aa tulan$an : 1.030 $

& aat b*nat : 0.020 $

=8 PERALATAN


a, *ar Cutter

& apa"%ta" B 500.000 $ 'a

& at E%"%*n"% B 1.000

& u"% (H) B 1.000 500.000 B 500.000

b, *ar *ender

& apa"%ta" B 500.000 $ 'a

& at E%"%*n"% B 1.000

$ 'a



39/184


&ET+DE KERJA





N+ &ATA PE&*A'ARAN : 2,4 -=.a



PERKIRAAN KUANTITAS : 38=08655,99



& u"% a%an B 7.000 500.000 B 3500.000

& -*na$a /anu"%a B 92.250 **a B 645.750 an$a

18.450 -uan$ B 129.150 an$a

3.690 /an B 25.830 an$a

at -*na$a /anu"%a

**a B 645.750 ' 3500.000 B 0.185 an$a

-uan$ B 129.150 ' 3500.000 B 0.037 an$a

/an B 25.830 ' 3500.000 B 0.007 an$a



40/184


&ET+DE KERJA





N+ &ATA PE&*A'ARAN : 2,4 -=.b

JENIS PEKERJAAN : *aBa Tu#angan *JTP ( 07 -u#$r.


PERKIRAAN KUANTITAS : 486258627,=3






08 &ATERIAL

& aa tulan$an : 1.030 $

& aat b*nat : 0.020 $

=8 PERALATAN


a, *ar Cutter

& apa"%ta" B 500.000 $ 'a

& at E%"%*n"% B 1.000

& u"% (H) B 1.000 500.000 B 500.000

b, *ar *ender

& apa"%ta" B 500.000 $ 'a

& at E%"%*n"% B 1.000

$ 'a



41/184


&ET+DE KERJA




NA&A K+NTRAKT+R : HUTA&A ( )IKA ( AGRA*UDI J+,N+ &ATA PE&*A'ARAN : 2,4 -=.b



PERKIRAAN KUANTITAS : 486258627,=3



& u"% a%an B 7.000 500.000 B 3500.000

& -*na$a /anu"%a B 61.375 **a B 429.625 an$a

12.275 -uan$ B 85.925 an$a

2.455 /an B 17.185 an$a

at -*na$a /anu"%a

**a B 429.625 ' 3500.000 B 0.123 an$a

-uan$ B 85.925 ' 3500.000 B 0.025 an$a

/an B 17.185 ' 3500.000 B 0.005 an$a



42/184


&ET+DE KERJA





N+ &ATA PE&*A'ARAN : 2,0 -. a

JENIS PEKERJAAN : PCI G$rder K(566 *entang =6 meter

SATUAN PE&*A'ARAN : *ua1

PERKIRAAN KUANTITAS : 06=,66



& : ;%* %*ta "*aa "*$*ntal

& : ;%* "*$*ntal %"u"un % "t +a untu p"*" "t*""%n$& : ;%* %"t*""%n$ "t*lah uu b*tn an *uatann+a t*p*nuh%

48 )AKTU PELAKSANAAN : 3.000 bln

08 &ATERIAL

& : ;%* &500 b*ntan$ 40 : 1.000 h

=8 PERALATAN


a, Crane Pengangkut 76 ton

& apa"%ta" B 0.500 h 'a

& at E%"%*n"% B 1.000

& u"% (H) B 0.500 1.000 B 0.500

b, A#at *antu B 1.000 L"

=,b Per1$tungan Koe@$$en Pera#atan& an* *n$an$ut B 1.000 ' (H) B 2.000 a'h

h 'a



43/184


&ET+DE KERJA





N+ &ATA PE&*A'ARAN : 2,0 -. b

JENIS PEKERJAAN : Pemaangan PCI G$rder *entang =6 meter


PERKIRAAN KUANTITAS : 06=,66



& : ;%* +an$ "uah "%ap %**t%n %an$at *n$an ua an* an %an$ut *n$$unaan $+ *nuu la"%.

& S*"apa% % la"% %tuunan * *l *n$an *n$$unaan ua an*& : ;%* %l*taan %ata" %* *a *n$an bantuan ;ant+ ;%*.& ;%* %$*"* paa p"%"% +an$ %*nanaan *n$an ll* "at*& Untu *nuunan paa p"%"%n+a *n$an *n$$u%naan a h%ul%

48 )AKTU PELAKSANAAN : 6.000 bln

08 &ATERIAL : &

=8 PERALATAN


a, Crane

& apa"%ta" B 0.099 h 'a

& at E%"%*n"% B 1.000

& u"% (H) B 0.099 1.000 B 0.099

b, Gantr" G$rder B

& apa"%ta" B 0.397 h 'a

& at E%"%*n"% B 1.000

& u"% (H) B 0.397 1.000 B 0.397

>, *oog"

h 'a

h 'a



44/184


&ET+DE KERJA





N+ &ATA PE&*A'ARAN : 2,0 -. b



PERKIRAAN KUANTITAS : 06=


& ;ant+ ;%* B 0.397 7.000 25.000 6.000

B 416.882 h

B 304.000 B 0.729 I 1.000 un%t

416.882

& $+ B 0.397 7.000 25.000 6.000

B 416.882 h

B 304.000 B 0.729 I 1.000 un%t

416.882

& ;*nC*t B 0.397 7.000 25.000 6.000

B 416.882 h

B 304.000 B 0.729 I 1.000 un%t

416.882



45/184

LA&PIRAN 5 PENA)ARAN

ANALISA &ATERIAL +N SITE

JA/A J-=A-= F U-A/A A=KA &


46/184

"* ta%ll* B 4,320,000.00 'ha%

aa t & "b+ B 850

**patan ta%ll* B 30 'a

%"% an ant% B 6 a

bn$a B 3 a

atu p*$% B 28.3333333333

atu %"% B 6

bn$a B 3

37.3333333333

pulan$ B 17

54.3333333333

ha$a ta%ll* B 9,780,000.00

ha$a 1 $ B 512.08

ha$a p* 1 B 90,555.56



47/184

ANALISA HARGA SATUAN &ATA PE&*A'ARAN UTA&A


N+, &ATA PE&*A'ARAN : 3,4

JENIS PEKERJAAN : &ob$#$a$

SATUAN PENGUKURAN : L

N+, K+&P+NEN SATUANPERKIRAAN HARGA SATUAN JU&LAH HARGA

KUANTITAS -R%,. -R%,.

Perlengkapan Untuk Kantor Proyek < pembelian baru =

1 ?%*( &( #+ 1.00 15,000,000.00 15,000,000.00

2 L&>=> >*+#$ IV #+ 1.00 16,500,000.00 16,500,000.00

Jumla+ Harga Perlengkapan untuk kantor 1/46334333.33

( Kendaraan *perasional && 10 =(&+) %+ 50.00 8,840,000.00 442,000,000.00

Jumla+ Harga Kendaraan *perasional 92343334333.33

C Kendaraan *perasional *(&=+&% D(*/ #+ 2.00 106,000,000.00 212,000,000.00

2 K*+&(&&+ (=& 2 >*(&=+&% D(*/ #+ 3.00 18,000,000.00 54,000,000.00


) Pagar samping Kantor )ireksi1. P&)&( BR L 1.00 72,500,000.00 72,500,000.00

Jumla+ Harga Perlengkapan Untuk Kantor Proyek 2046334333.33

- Komunikasi Kantor )ireksi

1 B&& K=$#+/& &+ #%& /&+=( (*/ %+ 38.00 21,000,000.00 798,000,000.00

Jumla+ Harga Komunikasi 28743334333.33

Pembuatan>Pemeli+araan Jalan Peng+ubung

1 P*$#&&+@P*$*%'&(&&+ J&%&+ P*+)'##+) L 1.00 150,000,000.00 150,000,000.00

Jumla+ Harga Pembuatan>Pemeli+araan Jalan Peng+ubung /6343334333.33' Prasarana )ermaga



48/184



N+, &ATA PE&*A'ARAN : 2,3 -4.

JENIS PEKERJAAN : *eton K(056

SATUAN PENGUKURAN : &0

PERKIRAAN KUANTITAS :

PEKERJAAN

PR+DUK HARIAN JA& ;. :



A, UPAH

1 **a a 10.0000 4,900.00 49,000.00

2 -uan$ a 2.0000 6,300.00 12,600.00

3 /an a 0.4000 7,000.00 2,800.00

JU&LAH *IA'A UPAH =8=66,66

*, &ATERIAL

1 atu p*ah 0.6500 130,500.00 84,825.00

2 a"% 0.5500 72,500.00 39,875.003 S**n $ 405.0000 1,160.00 469,800.00

4 1.4381 217,500.00 312,787.84

5 %l lt 1.0000 11,600.00 11,600.00

JU&LAH *IA'A &ATERIAL 7398992,9=

C, PERALATAN

1 n*t* up a 0.1000 503,820.00 50,382.002 n*t* /%* lant a 0.0294 350,000.00 10,294.12

3

3

2



49/184



N+, &ATA PE&*A'ARAN : 2,3 -0.




PEKERJAAN




A, UPAH

1 **a a 10.0251 4,900.00 49,122.99

2 -uan$ a 2.0050 6,300.00 12,631.63

3 /an a 0.4000 7,000.00 2,800.00

JU&LAH *IA'A UPAH =855=,4

*, &ATERIAL

1 atu p*ah 0.6000 130,500.00 78,305.222 a"% 0.4757 72,500.00 34,491.15

3 S**n $ 300.0000 1,160.00 348,000.00

JU&LAH *IA'A &ATERIAL =6827,02

C, PERALATAN

1 n*t* up a 0.1000 503,820.00 50,382.002 n*t* /%* lant a 0.0294 350,000.00 10,294.12

3

3



50/184



N+, &ATA PE&*A'ARAN : 2,4 -0.


SATUAN PENGUKURAN : Kg


PEKERJAAN




A, UPAH

1. **a a 0.1299 4,900.00 636.61

2. -uan$ a 0.0325 6,300.00 204.62

3. /an a 0.0080 7,000.00 56.00

JU&LAH *IA'A UPAH 972,40

*, &ATERIAL

1. *"% *tn - & 24 (pl") $ 1.0300 7,250.00 7,467.502. aat *tn $ 0.0200 8,700.00 174.00

JU&LAH *IA'A &ATERIAL 28=3,56

C, PERALATAN

1. a utt* a 0.0080 21,000.00 168.002. a *n* a 0.0080 21,000.00 168.00



51/184



N+, &ATA PE&*A'ARAN : 2,4 -=.a




PEKERJAAN




A, UPAH

1. **a a 0.1845 4,900.00 904.05

2. -uan$ a 0.0369 6,300.00 232.47

3. /an a 0.0074 7,000.00 51.66


*, &ATERIAL

1. aa -ulan$an Ul% (-&32) $ 1.0300 7,250.00 7,467.502. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN

1. a utt* a 0.0020 21,000.00 42.002. a *n* a 0.0020 21,000.00 42.00



52/184



N+, &ATA PE&*A'ARAN : 2,4 -=.b




PEKERJAAN




A, UPAH

1. **a a 0.1228 4,900.00 601.48

2. -uan$ a 0.0246 6,300.00 154.67

3. /an a 0.0049 7,000.00 34.37


*, &ATERIAL

1. aa -ulan$an Ul% (-&39) $ 1.0300 7,975.00 8,214.252. aat *tn $ 0.0200 8,700.00 174.00

JU&LAH *IA'A &ATERIAL 98099,45

C, PERALATAN

1. a utt* a 0.0020 21,000.00 42.002. a *n* a 0.0020 21,000.00 42.00



53/184



N+, &ATA PE&*A'ARAN : 2,0 -. a


SATUAN PENGUKURAN : *ua1


PEKERJAAN




A, UPAH

1 **a a 28.8000 4,900.00 141,120.00

2 -uan$ a 7.2000 6,300.00 45,360.00

3 /an a 2.0000 7,000.00 14,000.00

JU&LAH *IA'A UPAH 4668=96,66

*, &ATERIAL

1 : ;%* &500 b*ntan$ 40 buah 1.0000 237,067,750.00 237,067,750.00


C, PERALATAN

1 an* 90 -n a 2.0000 616,000.00 1,232,000.00




54/184



N+, &ATA PE&*A'ARAN : 2,0 -. b




PEKERJAAN




A, UPAH

1 **a a 29.7207 4,900.00 145,631.23

2 -uan$ a 5.0374 6,300.00 31,735.62

3 /an a 2.5187 7,000.00 17,630.90


*, &ATERIAL

JU&LAH *IA'A &ATERIAL (

C, PERALATAN

1 an* a 10.0748 616,000.00 6,206,076.802 ;ant+ $%* a 2 5187 4 200 000 00 10 578 540 00




55/184



N+, &ATA PE&*A'ARAN : 2,0 -2.

JENIS PEKERJAAN : D$a@ragma K(056 untuk PCI G$rder *entang =6 meter



PEKERJAAN




A, UPAH

1 **a a 7.9200 4,900.00 38,808.00

2 -uan$ a 1.9800 6,300.00 12,474.00

3 /an a 0.4950 7,000.00 3,465.00

JU&LAH *IA'A UPAH 5=82=2,66

*, &ATERIAL

1 =*a+ /% &350 1.0500 595,000.00 624,750.002 2 3.5911 217,500.00 781,055.27

3 /%n+a b*%"t%n$ L%t* 1.0000 11,600.00 11,600.00

4 *"% -ulan$an $ 150.0000 10,189.00 1,528,350.00

5 St*""%n$ G /at*%al L" 1.0000 145,000.00 145,000.00

6 ;ut%n$ l" 1.0000 125,000.00 125,000.00


C, PERALATAN

3




56/184



N+, &ATA PE&*A'ARAN : 2,0 -9.

JENIS PEKERJAAN : P#at Pra>etak - Con>rete P#ate . 056



PEKERJAAN




A, UPAH

1 **a a 2.0000 4,900.00 9,800.00

2 -uan$ a 1.0000 6,300.00 6,300.00

3 /an a 0.5000 7,000.00 3,500.00


*, &ATERIAL

1 =*a+ /% &350 0.0850 595,000.00 50,575.002 2 0.2752 217,500.00 59,857.09

3 *"% b*tn $ 10.0000 10,189.00 101,890.00


C, PERALATAN

1 n*t* up a 0.0750 503,820.00 37,786.502 n*t* V%bat a 0.6152 28,740.00 17,679.70

3




57/184



N+, &ATA PE&*A'ARAN : 2,= -9.

JENIS PEKERJAAN : PekerBaan baBa )F 456 ? 345 %eng$kat t$ang %an>ang



PEKERJAAN




A, UPAH

1 **a a 0.1200 4,900.00 588.00

2 -uan$ a 0.0400 6,300.00 252.00

3 /an a 0.0100 7,000.00 70.00


*, &ATERIAL

1 aa


58/184



N+, &ATA PE&*A'ARAN : 2,5 -9.

JENIS PEKERJAAN : Pen"ed$aan T$ang Pan>ang P$%a *aBa 66 mm t < 34 mm



PEKERJAAN




A, UPAH

1 **a a 1.0000 4,900.00 4,900.00

2 -uan$ a 0.2000 6,300.00 1,260.00

3 /an a 0.0500 7,000.00 350.00


*, &ATERIAL

1 M 1.0000 1,613,125.00 1,613,125.00&


C, PERALATAN

1 an* 30 -n a 0.1000 280,000.00 28,000.002 -u ta%ll* a 0 5000 210 000 00 90 555 56

- %pa aa φ 600 , t B 12




59/184



N+, &ATA PE&*A'ARAN : 2,5 -30.

JENIS PEKERJAAN : Peman>angan T$ang Pan>ang P$%a *aBa 66 mm



PEKERJAAN




A, UPAH

1. **a a 10.0000 4,900.00 49,000.00

2. -uan$ a 2.0000 6,300.00 12,600.00

3. /an a 1.0000 7,000.00 7,000.00


*, &ATERIAL


C, PERALATAN

1. D%*"*l a* 4.5 tn a 0.5000 315,000.00 157,500.00

2. an* 30 -n a 0.5000 280,000.00 140,000.003 ntn 150 t a 0 3499 735 000 00 257 172 85




60/184



N+, &ATA PE&*A'ARAN : 2,5 -35.

JENIS PEKERJAAN : Urugan %a$r untuk I$an T$ang Pan>ang



PEKERJAAN




A, UPAH

1 **a a 4.0000 4,900.00 19,600.00

2 -uan$ a 0.5000 6,300.00 3,150.00

3 /an a 0.5000 7,000.00 3,500.00


*, &ATERIAL

1 a"% *tn 3 1.2000 72,500.00 87,000.00


C, PERALATAN

1 *ahu a 0.1259 140,000.00 17,621.10




61/184


N+, &ATA PE&*A'ARAN : 2,4 -5.

JENIS PEKERJAAN :



PEKERJAAN




A, UPAH

1 **a a 0.0200 4,900.00 98.00

2 /an a 0.0020 7,000.00 14.00


*, &ATERIAL

JU&LAH *IA'A &ATERIAL

C, PERALATAN

1 Alat antu L" 1.0000 150.00 150.00

2 ntn a 0.0029 735,000.00 2,100.00

3 an* 30 tn a 0.0024 280,000.00 672.00

Tamba1an b$a"a 2,4,-0. dan 2,4,-=. untuk %ekerBaan %embe$an d$da#am mau%un d$ata

%ermukaan a$r #aut



62/184


N+, &ATA PE&*A'ARAN : 2,5 -04a.JENIS PEKERJAAN : Per#$ndungan Koro$ T$ang Pan>ang *aBa dengan anoda



PEKERJAAN




A, UPAH

1 **a a 0.5000 4,900.00 2,450.00

2 -uan$ a 0.3750 6,300.00 2,362.50

3 /an a 0.0500 7,000.00 350.00


*, &ATERIAL

1 Aluun%u All+ An* $ 1.0000 80,000.00 80,000.00

2 aat La" $ 0.0250 150,000.00 3,750.00


C, PERALATAN

1


63/184








1 ?%*( &( #+ 1.00 15,000,000.00 15,000,000.00

2 L&>=> >*+#$ IV #+ 1.00 20,000,000.00 20,000,000.00

Jumla+ Harga Perlengkapan untuk kantor 1643334333.33

( Kendaraan *perasional

1 K*+&(&&+ (=& 4 >*(&=+&% D(*/ 6 #+ ! *& " %+ 234.00 4,500,000.00 1,053,000,000.00

2 P*(&'# $==( ! *& " %+ 3.00 6,000,000.00 18,000,000.00

3 K*+&(&&+ S&=+ ;&)=+ 2000 ! *% " #+ 1.00 350,000,000.00 350,000,000.00

4 S*>*& $==( ! *% " #+ 2.00 17,500,000.00 35,000,000.00

5 S>** =& ! *% " #+ 1.00 600,000,000.00 600,000,000.00


C Pagar samping Kantor )ireksi

1. P&)&( BR L 1.00 45,000,000.00 45,000,000.00Jumla+ Harga Perlengkapan Untuk Kantor Proyek 5643334333.33

) Komunikasi Kantor )ireksi

1 B&& K=$#+/& &+ #%& /&+=( (*/ %+ 39.00 20,000,000.00 780,000,000.00

2 >*(&=+&% >** =& %+ 36.00 14,440,000.00 519,840,000.00

Jumla+ Harga Komunikasi /408847534333.33

- Pembuatan>Pemeli+araan Jalan Peng+ubung

1 P*$#&&+@P*$*%'&(&&+ J&%&+ P*+)'##+) L 1.00 150,000,000.00 150,000,000.00

Jumla+ Harga Pembuatan>Pemeli+araan Jalan Peng+ubung /6343334333.33

Prasarana )ermaga 1 D D @/ / S B !1 5 50" L 1 00 150 000 000 00 150 000 000 00


64/184




65/184


N+, &ATA PE&*A'ARAN : 2,3 -4.




PEKERJAAN




A, UPAH

1 **a a 10.0000 4,900.00 49,000.00

2 -uan$ a 2.0000 6,300.00 12,600.00

3 /an a 0.4000 7,000.00 2,800.00


*, &ATERIAL

1 atu p*ah 0.6500 130,500.00 84,825.002 a"% 0.5500 72,500.00 39,875.00

3 S**n $ 350.0000 1,160.00 406,000.00

4 1.4371 217,500.00 312,561.64

5 %l lt 1.0000 11,600.00 11,600.00

JU&LAH *IA'A &ATERIAL 95=893,=

C, PERALATAN

3

3

2




66/184


N+, &ATA PE&*A'ARAN : 2,3 -0.




PEKERJAAN




A, UPAH

1 **a a 10.0251 4,900.00 49,122.99

2 -uan$ a 2.0050 6,300.00 12,631.63

3 /an a 0.4000 7,000.00 2,800.00


*, &ATERIAL

1 atu p*ah 0.6500 130,500.00 84,825.00

2 a"% 0.5500 72,500.00 39,875.00

3 S**n $ 325.0000 1,160.00 377,000.00


C, PERALATAN

3

3




67/184


N+, &ATA PE&*A'ARAN : 2,4 -0.




PEKERJAAN




A, UPAH

1. **a a 0.1299 4,900.00 636.61

2. -uan$ a 0.0325 6,300.00 204.62

3. /an a 0.0080 7,000.00 56.00


*, &ATERIAL

1. *"% *tn - & 24 (pl") $ 1.0300 7,250.00 7,467.50

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN




68/184






PEKERJAAN




A, UPAH

1. **a a 0.1845 4,900.00 904.05

2. -uan$ a 0.0369 6,300.00 232.47

3. /an a 0.0074 7,000.00 51.66


*, &ATERIAL

1. aa -ulan$an Ul% (-&32) $ 1.0300 7,250.00 7,467.50

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN




69/184






PEKERJAAN




A, UPAH

1. **a a 0.1228 4,900.00 601.48

2. -uan$ a 0.0246 6,300.00 154.67

3. /an a 0.0049 7,000.00 34.37


*, &ATERIAL

1. aa -ulan$an Ul% (-&39) $ 1.0300 7,975.00 8,214.25

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN




70/184






PEKERJAAN




A, UPAH

1 **a a 28.8000 4,900.00 141,120.00

2 -uan$ a 7.2000 6,300.00 45,360.00

3 /an a 2.0000 7,000.00 14,000.00


*, &ATERIAL

1 : ;%* &500 b*ntan$ 40 buah 1.0000 237,067,750.00 237,067,750.00


C, PERALATAN




71/184






PEKERJAAN




A, UPAH

1 **a a 29.7207 4,900.00 145,631.23

2 -uan$ a 5.0374 6,300.00 31,735.62

3 /an a 2.5187 7,000.00 17,630.90


*, &ATERIAL


C, PERALATAN




72/184


N+, &ATA PE&*A'ARAN : 2,0 -2.




PEKERJAAN




A, UPAH

1 **a a 7.9200 4,900.00 38,808.00

2 -uan$ a 1.9800 6,300.00 12,474.00

3 /an a 0.4950 7,000.00 3,465.00


*, &ATERIAL

1 =*a+ /% &350 1.0500 595,000.00 624,750.00

2 2 2.0000 217,500.00 435,000.00

3 /%n+a b*%"t%n$ L%t* 1.0000 11,600.00 11,600.00

4 *"% -ulan$an $ 150.0000 10,189.00 1,528,350.00

5 St*""%n$ G /at*%al L" 1.0000 145,000.00 145,000.00

6 ;ut%n$ l" 1.0000 100,000.00 100,000.00

JU&LAH *IA'A &ATERIAL 489==8266,66

3



73/184



N+, &ATA PE&*A'ARAN : 2,0 -9.

JENIS PEKERJAAN : P#at Pra>etak - Con>rete P#ate . 056



PEKERJAAN




A, UPAH

1 **a a 2.0000 4,900.00 9,800.00

2 -uan$ a 1.0000 6,300.00 6,300.00

3 /an a 0.5000 7,000.00 3,500.00


*, &ATERIAL

1 =*a+ /% &350 0.0850 595,000.00 50,575.00

2 2 0.2752 217,500.00 59,857.09

3 *"% b*tn $ 10.0000 10,189.00 101,890.00


3




74/184


N+, &ATA PE&*A'ARAN : 2,= -9.


SATUAN PENGUKURAN : KgPERKIRAAN KUANTITAS :

PEKERJAAN




A, UPAH

1 **a a 0.1200 4,900.00 588.00

2 -uan$ a 0.0400 6,300.00 252.00

3 /an a 0.0100 7,000.00 70.00


*, &ATERIAL

1 aa


75/184


N+, &ATA PE&*A'ARAN : 2,5 -7.a

JENIS PEKERJAAN : Pen"ed$aan T$ang Pan>ang P$%a *aBa : 3666 mm

SATUAN PENGUKURAN : mPERKIRAAN KUANTITAS :

PEKERJAAN




A, UPAH

1 **a a 1.0000 4,900.00 4,900.00

2 -uan$ a 0.2000 6,300.00 1,260.00

3 /an a 0.0500 7,000.00 350.00


*, &ATERIAL

1 - %pa aa O 1000 , t B 20 M 1.0000 5,710,000.00 5,710,000.00

&


C, PERALATAN




76/184


N+, &ATA PE&*A'ARAN : 2,5 -3=.a

JENIS PEKERJAAN : Peman>angan T$ang Pan>ang P$%a *aBa : 3666 mm


PEKERJAAN




A, UPAH

1. **a a 10.0000 4,900.00 49,000.00

2. -uan$ a 2.0000 6,300.00 12,600.00

3. /an a 1.0000 7,000.00 7,000.00


*, &ATERIAL

1. S*patu panan$ h 0.0278 5,000,000.00 138,888.89

2. %n%n h 0.0556 500,000.00 27,777.78


C, PERALATAN

1. D%*"*l a* 60 a 0.5085 630,000.00 320,367.60




77/184



N+, &ATA PE&*A'ARAN : 2,5 -35.JENIS PEKERJAAN : Urugan %a$r untuk I$an T$ang Pan>ang



PEKERJAAN




A, UPAH

1 **a a 4.0000 4,900.00 19,600.00

2 -uan$ a 0.5000 6,300.00 3,150.00

3 /an a 0.5000 7,000.00 3,500.00


*, &ATERIAL

1 a"% *tn 3 1.2000 72,500.00 87,000.00




78/184




N+, &ATA PE&*A'ARAN : 2,4 -5.

JENIS PEKERJAAN :



PEKERJAAN




A, UPAH

1 **a a 0.0200 4,900.00 98.00

2 /an a 0.0020 7,000.00 14.00


*, &ATERIAL

JU&LAH *IA'A &ATERIAL

Tamba1an b$a"a 2,4,-0. dan 2,4,-=. untuk %ekerBaan %embe$an d$da#am mau%un d$ata

%ermukaan a$r #aut


79/184



NA&A K+NTRAKT+R : HUTA&A ( )IKA ( AGRA*UDI J+


80/184








1 ?%*( &( #+ 1.00 15,000,000.00 15,000,000.00

2 L&>=> >*+#$ IV #+ 1.00 20,000,000.00 20,000,000.00

Jumla+ Harga Perlengkapan untuk kantor 1643334333.33

( Kendaraan *perasional1 K*+&(&&+ (=& 4 >*(&=+&% D(*/ 6 #+ ! *& " %+ 234.00 4,500,000.00 1,053,000,000.00

2 P*(&'# $==( ! *& " %+ 3.00 6,000,000.00 18,000,000.00

3 K*+&(&&+ S&=+ ;&)=+ 2000 ! *% " #+ 1.00 350,000,000.00 350,000,000.00

4 S*>*& $==( ! *% " #+ 2.00 17,500,000.00 35,000,000.00

5 S>** =& ! *% " #+ 1.00 600,000,000.00 600,000,000.00


C Pagar samping Kantor )ireksi

1. P&)&( BR L 1.00 45,000,000.00 45,000,000.00

Jumla+ Harga Perlengkapan Untuk Kantor Proyek 5643334333.33

) Komunikasi Kantor )ireksi

1 B&& K=$#+/& &+ #%& /&+=( (*/ %+ 39.00 20,000,000.00 780,000,000.00

2 >*(&=+&% >** =& %+ 36.00 14,440,000.00 519,840,000.00

Jumla+ Harga Komunikasi /408847534333.33

- Pembuatan>Pemeli+araan Jalan Peng+ubung

1 P*$#&&+@P*$*%'&(&&+ J&%&+ P*+)'##+) L 1.00 150,000,000.00 150,000,000.00

Jumla+ Harga Pembuatan>Pemeli+araan Jalan Peng+ubung /6343334333.33

Prasarana )ermaga1 D D @/ / S B !1 5 50" L 1 00 150 000 000 00 150 000 000 00


81/184



NA&A K+NTRAKT+R : HUTA&A ( )IKA ( AGRA*UDI J+


82/184

NA&A K+NTRAKT+R : HUTA&A )IKA AGRA*UDI J+,

N+, &ATA PE&*A'ARAN : 2,3 -4.


SATUAN PENGUKURAN : &0PERKIRAAN KUANTITAS :

PEKERJAAN




A, UPAH

1 **a a 10.0000 4,900.00 49,000.00

2 -uan$ a 2.0000 6,300.00 12,600.00

3 /an a 0.4000 7,000.00 2,800.00


*, &ATERIAL

1 atu p*ah 0.6500 130,500.00 84,825.00

2 a"% 0.5500 72,500.00 39,875.00

3 S**n $ 350.0000 1,160.00 406,000.00

4 1.4371 217,500.00 312,561.64

5 %l lt 1.0000 11,600.00 11,600.00

JU&LAH *IA'A &ATERIAL 95=893,=

C, PERALATAN

3

3

2





83/184

NA&A K+NTRAKT+R : HUTA&A )IKA AGRA*UDI J+,

N+, &ATA PE&*A'ARAN : 2,3 -0.



PEKERJAAN




A, UPAH

1 **a a 10.0251 4,900.00 49,122.99

2 -uan$ a 2.0050 6,300.00 12,631.63

3 /an a 0.4000 7,000.00 2,800.00


*, &ATERIAL

1 atu p*ah 0.6500 130,500.00 84,825.00

2 a"% 0.5500 72,500.00 39,875.00

3 S**n $ 325.0000 1,160.00 377,000.00


C, PERALATAN

3

3





84/184

N+, &ATA PE&*A'ARAN : 2,4 -0.



PEKERJAAN




A, UPAH

1. **a a 0.1299 4,900.00 636.61

2. -uan$ a 0.0325 6,300.00 204.62

3. /an a 0.0080 7,000.00 56.00


*, &ATERIAL

1. *"% *tn - & 24 (pl") $ 1.0300 7,250.00 7,467.50

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN





85/184




PEKERJAAN




A, UPAH

1. **a a 0.1845 4,900.00 904.05

2. -uan$ a 0.0369 6,300.00 232.47

3. /an a 0.0074 7,000.00 51.66


*, &ATERIAL

1. aa -ulan$an Ul% (-&32) $ 1.0300 7,250.00 7,467.50

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN





86/184




PEKERJAAN




A, UPAH

1. **a a 0.1228 4,900.00 601.48

2. -uan$ a 0.0246 6,300.00 154.67

3. /an a 0.0049 7,000.00 34.37


*, &ATERIAL

1. aa -ulan$an Ul% (-&39) $ 1.0300 7,975.00 8,214.25

2. aat *tn $ 0.0200 8,700.00 174.00


C, PERALATAN





87/184



SATUAN PENGUKURAN : *ua1PERKIRAAN KUANTITAS :

PEKERJAAN




A, UPAH

1 **a a 28.8000 4,900.00 141,120.00

2 -uan$ a 7.2000 6,300.00 45,360.00

3 /an a 2.0000 7,000.00 14,000.00


*, &ATERIAL

1 : ;%* &500 b*ntan$ 40 buah 1.0000 237,067,750.00 237,067,750.00


C, PERALATAN





88/184



SATUAN PENGUKURAN : *ua1PERKIRAAN KUANTITAS :

PEKERJAAN




A, UPAH

1 **a a 29.7207 4,900.00 145,631.23

2 -uan$ a 5.0374 6,300.00 31,735.62

3 /an a 2.5187 7,000.00 17,630.90


*, &ATERIAL


C, PERALATAN




N+ &ATA PE&*A'ARAN 2 0 -2.


89/184

N+, &ATA PE&*A'ARAN : 2,0 -2.



PEKERJAAN




A, UPAH

1 **a a 7.9200 4,900.00 38,808.00

2 -uan$ a 1.9800 6,300.00 12,474.00

3 /an a 0.4950 7,000.00 3,465.00


*, &ATERIAL

1 =*a+ /% &350 1.0500 595,000.00 624,750.00

2 2 2.0000 217,500.00 435,000.00

3 /%n+a b*%"t%n$ L%t* 1.0000 11,600.00 11,600.00

4 *"% -ulan$an $ 150.0000 10,189.00 1,528,350.00

5 St*""%n$ G /at*%al L" 1.0000 145,000.00 145,000.00

6 ;ut%n$ l" 1.0000 100,000.00 100,000.00

JU&LAH *IA'A &ATERIAL 489==8266,66

3


90/184




N+ &ATA PE&*A'ARAN : 2 = -9.


91/184

N+, &ATA PE&*A'ARAN : 2,= -9.



PEKERJAAN




A, UPAH

1 **a a 0.1200 4,900.00 588.00

2 -uan$ a 0.0400 6,300.00 252.00

3 /an a 0.0100 7,000.00 70.00


*, &ATERIAL

1 aa


92/184

N+, &ATA PE&*A'ARAN : 2,5 -7.a

JENIS PEKERJAAN : Pen"ed$aan T$ang Pan>ang P$%a *aBa : 3666 mm


PEKERJAAN




A, UPAH

1 **a a 1.0000 4,900.00 4,900.00

2 -uan$ a 0.2000 6,300.00 1,260.00

3 /an a 0.0500 7,000.00 350.00


*, &ATERIAL

1 - %pa aa O 1000 , t B 20 M 1.0000 4,495,000.00 4,495,000.00

&

JU&LAH *IA'A &ATERIAL =8=758666,66

C, PERALATAN




N+ &ATA PE&*A'ARAN : 2 5 -3=.a


93/184

N+, &ATA PE&*A'ARAN : 2,5 -3=.a

JENIS PEKERJAAN : Peman>angan T$ang Pan>ang P$%a *aBa : 3666 mm


PEKERJAAN




A, UPAH

1. **a a 10.0000 4,900

Rab Srmdsbys Dp36(Nego)Rev3

Documents

Transcript of Rab Srmdsbys Dp36(Nego)Rev3