Rab Ipa Kap 100 L Dtk & Intake.xlsx

KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN Unit Pekerjaan

: : : : :

PEMBANGUNAN IPA KAP. 100

BOJONG RENGED - KABUPATEN TANGERANG Rp. 8,004,183,755,00 2016 : Instalasi Pengolahan Air (IPA) K

Volume No.

Uraian Pekerjaan

Sesuai

No.

RAB ### ###

#REF! ###

### ### Pajang

=

Lebar

=

VOLUME

=

Pajang

=

-

m

Lebar

=

-

m

Tinggi

=

-

m

VOLUME

=

Pajang

=

0.80 m 0.80 m

-

m2

#REF! ###

-

m3

#REF! ###

m3

#REF! ###

m3

#REF! ###

m3

#REF! ###

m1

#REF! ###

m m ( x ) =

-

m2

### ###

(0x0x0)=

-

m3

### ### Lebar

=

Tinggi

=

VOLUME

=

Pajang

=

0.80 m 0.80 m

0.40 m ( 0,8 x 0,8 x 0,4 ) x =

0.26 m3

### ### Lebar

=

Tinggi

=

VOLUME

=

0.40 m ( 0,8 x 0,8 x 0,4 ) =

0.26 m3

### ### Pajang

=

-

m

Lebar

=

-

m

Tinggi

=

-

m

VOLUME

=

(0x0x0) =

-

m3

### ###

Pajang

=

-

m

Lebar

=

-

m

VOLUME

=

(0x0) =

-

m1 7 Urugan Base Cos

Uraian P

### ###

#REF! ###

### ###

34.00 titik #REF! ###

###

### Jml

=

VOLUME

=

34.00 titik ( 34 ) =

34.00 titik

B ###

m3

B ###

###

###

Filter Pajang

=

8.75 m

Lebar

=

5.80 m

Tebal

=

VOLUME

=

( 8,75 x 5,8 x 0,45 ) =

Pajang

=

13.70 m

Lebar

=

15.60 m

Tebal

=

VOLUME

=

( 13,7 x 15,6 x 0,45 ) =

Pajang

=

1.35 m

Lebar

=

5.80 m

Tebal

=

VOLUME

=

0.45 m 22.84 m3

Ruang Sedimentasi

0.45 m2 96.17 m3

KOAGULATOR

0.30 m ( 1,35 x 5,8 x 0,3 ) =

2.35 m3

Plat Lantai Sayap Pajang

=

24.49 m

Lebar

=

0.23 m

Tebal

=

0.55 m

VOLUME

=

( 24,492 x 0,225 x 0,55 )

3.03 m3

Volume No.

Uraian Pekerjaan

Sesuai RAB

Pail Cap Pajang

=

0.90 m

Tinggi

=

0.90 m

Tebal

=

0.25 m

Jumlah

=

48.00 Bh

VOLUME

=

( 0,9 x 0,9 x 0,25 ) x 48

9.72 m3

No.

Uraian P

Dinding

Dinding

PLAT DINDING TEBAL 40 CM

292.89 m3

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

( 8,75 x 5,8 x 0,4 ) x 2 =

Pajang

=

10.40 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 10,4 x 5,8 x 0,4 ) x 2 =

Pajang

=

11.33 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 11,33 x 5,8 x 0,4 ) x 1 =

Pajang

=

8.68 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

2.00 ddg 40.60 m3

48.26 m3

Sedimen

26.29 m3

1.00 ddg ( 8,684 x 5,8 x 0,4 ) x 1

20.15 m3 135.29 m3

PLAT DINDING TEBAL 30 CM

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.30 sisi

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,75 x 5,8 x 0,3 ) x 2 =

Pajang

=

7.17 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 7,17 x 5,8 x 0,3 ) x 1 =

Pajang

=

8.36 m

Tinggi

=

2.66 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,364 x 2,662 x 0,3 ) x 1

=

1.35 m

30.45 m3

Sedimen

1.00 ddg

KOAGULATOR Pajang

12.48 m3

6.68 m3

-

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 1,35 x 5,8 x 0,3 ) x 2 =

Pajang

=

1.42 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 1,424 x 5,8 x 0,3 ) x 3

4.70 m3

3.00 ddg

Pajang

=

1.86 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 1,864 x 5,8 x 0,3 ) x 1

Pajang

=

1.20 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

25.00 ddg

VOLUME

=

( 1,2 x 5,8 x 0,3 ) x 25 =

7.43 m3

1.00 ddg 3.24 m3

FLOKULATOR

52.20 m3 117.18 m3

-

PLAT DINDING TEBAL 25 CM

-

KOAGULATOR Pajang

=

8.71 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,714 x 1,797 x 0,25 ) x

Pajang

=

1.40 m

Tinggi

=

2.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 2,08 x 0,25 ) x 1

7.83 m3

1.00 ddg

Pajang

=

1.40 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,8 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.30 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,299 x 0,25 ) x 1

Pajang

=

1.40 m

Tinggi

=

1.25 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,252 x 0,25 ) x 1

Pajang

=

10.40 m

Tinggi

=

1.16 m

Tebal

=

0.25 m

0.73 m3

1.00 ddg 0.63 m3

1.00 ddg 0.45 m3

1.00 ddg

FILTER

0.44 m3

Jumlah Dinding

=

VOLUME

=

1.00 ddg ( 10,4 x 1,16 x 0,25 ) x 1

3.02 m3 13.10 m3

PLAT DINDING TEBAL 20 CM -

PLATE SETTLER

-

Pajang

=

8.71 m

Tinggi

=

0.55 m

Tebal

=

0.20 m

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 0,55 x 0,2 ) x 8

7.67 m3

PLAT DINDING TEBAL 15 CM PLATE SETTLER

###

Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x 8

19.66 m3 ###

Atap

Tangga

Water stop 3/200 mm dari plat ba

Volume Uraian Pekerjaan

Sesuai Pelaksanaan

557.06 m2 Pajang

=

34.60 m

Lebar

=

VOLUME

=

Pajang

=

-

m

Lebar

=

-

m

Tinggi

=

-

m

VOLUME

=

Pajang

=

0.80 m 0.80 m

16.10 m ( 34,6 x 16,1 ) =

557.06 m2 -

(0x0x0)=

-

m3

m3 0.26 m3

Lebar

=

Tinggi

=

VOLUME

=

( 0,8 x 0,8 x 0,4 ) x =

Pajang

=

-

m

0.40 m

Lebar

=

-

m

Tinggi

=

-

m

VOLUME

=

(0x0x0) =

0.26 m3

-

Pajang

=

-

m

Lebar

=

-

m

Tinggi

=

-

m

VOLUME

=

(0x0x0) =

-

-

m3

-

m3

m3

m3 107.40 m1

Pajang

=

37.60 m

Lebar

=

16.10 m

Jumlah

=

VOLUME

=

2.00 Sisi ( 37,6 ＋ 16,1 ) 2 =

107.40 m1

Urugan Base Cos

104.49 m3

Pajang

=

34.60 m 15.10 m

Lebar

=

Tinggi

=

VOLUME

=

0.20 m ( 34,6 x 15,1 x 0,2 ) =

104.49 m3

48.00 titik Jml

=

VOLUME

=

48.00 titik ( 48 ) =

48.00 titik

126.25 m3

Filter Pajang

=

9.55 m

Lebar

=

10.40 m

Tebal

=

0.45 m

VOLUME

=

( 9,55 x 10,4 x 0,45 ) =

Pajang

=

7.47 m

Lebar

=

8.37 m

Tebal

=

0.45 m2

VOLUME

=

( 7,47 x 8,365 x 0,45 ) =

Pajang

=

1.35 m

Lebar

=

9.16 m

Tebal

=

0.45 m

VOLUME

=

( 1,35 x 9,164 x 0,45 ) =

Pajang

=

1.97 m

Lebar

=

2.95 m

Tebal

=

VOLUME

=

Luas

=

4.32 m

Tebal

=

0.45 m

Jumlah

=

VOLUME

=

44.69 m3

Ruang Sedimentasi

28.12 m3

KOAGULATOR

5.57 m3

0.45 m ( 1,974 x 2,946 x 0,45 ) =

2.62 m3

6.00 Bh ( 4,32 x 0,45 x 6 ) =

11.66 m3

Plat Lantai Sayap Pajang

=

63.78 m

Lebar

=

0.23 m

Tebal

=

VOLUME

=

0.55 m ( 63,78 x 0,225 x 0,55 ) =

7.89 m3

Volume Uraian Pekerjaan

Sesuai Pelaksanaan

Pail Cap Pajang

=

0.90 m

Tinggi

=

0.90 m

Tebal

=

0.15 m

Jumlah

=

48.00 Bh

VOLUME

=

( 0,9 x 0,9 x 0,15 ) x 48 =

Plat Lantai Saringan nosel Pajang

=

9.55 m

5.83 m3

Lebar

=

10.40 m

Tebal

=

0.20 m

VOLUME

=

( 9,55 x 10,4 x 0,2 ) =

19.86 m3

106.3857843

126.25

Dinding PLAT DINDING TEBAL 40 CM

292.89 m3

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

Pajang

=

10.40 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

2.00 ddg ( 8,75 x 5,8 x 0,4 ) x 2 =

( 10,4 x 5,8 x 0,4 ) x 2 =

40.60 m3

48.26 m3

Sedimen Pajang

=

11.33 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 11,33 x 5,8 x 0,4 ) x 1 =

Pajang

=

8.68 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,684 x 5,8 x 0,4 ) x 1 =

26.29 m3

20.15 m3 135.29 m3

PLAT DINDING TEBAL 30 CM

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.30 sisi

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,75 x 5,8 x 0,3 ) x 2 =

Pajang

=

7.17 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 7,17 x 5,8 x 0,3 ) x 1 =

Pajang

=

8.36 m

Tinggi

=

2.66 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

30.45 m3

Sedimen

1.00 ddg

1.00 ddg ( 8,364 x 2,662 x 0,3 ) x 1 =

KOAGULATOR Pajang

=

12.48 m3

1.35 m

6.68 m3

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 1,35 x 5,8 x 0,3 ) x 2 =

Pajang

=

1.42 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

3.00 ddg

VOLUME

=

( 1,424 x 5,8 x 0,3 ) x 3 =

Pajang

=

1.86 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,864 x 5,8 x 0,3 ) x 1 =

4.70 m3

7.43 m3

3.24 m3

FLOKULATOR Pajang

=

1.20 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

25.00 ddg

VOLUME

=

( 1,2 x 5,8 x 0,3 ) x 25 =

52.20 m3 117.18 m3

PLAT DINDING TEBAL 25 CM KOAGULATOR Pajang

=

8.71 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,714 x 1,797 x 0,25 ) x 2

Pajang

=

1.40 m

Tinggi

=

2.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 2,08 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,8 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.30 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,299 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.25 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,252 x 0,25 ) x 1 =

7.83 m3

0.73 m3

1.00 ddg

FILTER Pajang

=

10.40 m

Tinggi

=

1.16 m

Tebal

=

0.25 m

0.63 m3

0.45 m3

0.44 m3

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 10,4 x 1,16 x 0,25 ) x 1 =

3.02 m3 13.10 m3

PLAT DINDING TEBAL 20 CM PLATE SETTLER Pajang

=

8.71 m

Tinggi

=

0.55 m

Tebal

=

0.20 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 0,55 x 0,2 ) x 8 =

7.67 m3

PLAT DINDING TEBAL 15 CM PLATE SETTLER Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x 8 =

19.66 m3 292.89 m3

Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

Pajang

=

10.40 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

2.00 ddg ( 8,75 x 5,8 x 0,4 ) x 2 =

40.60 m3

2.00 ddg ( 10,4 x 5,8 x 0,4 ) x 2 =

48.26 m3 88.86

Atap Pajang

=

11.33 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 11,33 x 5,8 x 0,4 ) x 1 =

Pajang

=

8.68 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,684 x 5,8 x 0,4 ) x 1 =

26.29 m3

20.15 m3 224.14 m3

Tangga

6.82 m3

Pajang

=

8.75 m

Lebar

=

1.00 m

Tebal

=

0.15 m

Jumlah

=

2.00 Bh

VOLUME

=

( 8,75 x 1 x 0,15 ) x 2 =

=

8.75 m

Anak Tangga Pajang

2.63 m3

Lebar

=

1.20 m

Tebal

=

0.15 m

Jumlah

=

2.00 Bh

VOLUME

=

( 8,75 x 1,2 x 0,15 ) x 2 =

3.15 m3

Bordes Pajang

=

1.00 m

Lebar

=

2.40 m

Tebal

=

0.20 m

Jumlah

=

VOLUME

=

Pajang

=

1.00 m

1.00 Bh ( 1 x 2,4 x 0,2 ) x 1 =

Lebar

=

1.00 m

Tebal

=

0.20 m

Jumlah

=

VOLUME

=

0.48 m3

1.00 Bh ( 1 x 1 x 0,2 ) x 1 =

0.20 m3

Pondasi Tangga Pajang

=

0.60 m

Lebar

=

1.20 m

Tebal

=

0.50 m

Jumlah Dinding

=

VOLUME

=

1.00 ddg ( 0,6 x 1,2 x 0,5 ) x 1 =

0.36 m3 6.82 m3

Beton Lantai Kerja

17.51 m3

Filter Pajang

=

9.55 m

Lebar

=

10.40 m

Tebal

=

0.10 m

VOLUME

=

( 9,55 x 10,4 x 0,1 ) =

9.93 m3

Ruang Sedimentasi Pajang

=

7.47 m

Lebar

=

8.37 m

Tebal

=

0.10 m2

VOLUME

=

( 7,47 x 8,365 x 0,1 ) =

Pajang

=

1.35 m

Lebar

=

5.80 m

Tebal

=

0.10 m

VOLUME

=

6.25 m3

KOAGULATOR

( 1,35 x 5,8 x 0,1 ) =

0.78 m3

Plat Lantai Sayap Pajang

=

24.49 m

Lebar

=

0.23 m

Tebal

=

0.10 m

VOLUME

=

( 24,492 x 0,225 x 0,1 ) =

0.55 m3

17.51

Water stop 3/200 mm dari plat baja Pajang

=

63.78 m

Jumlah

=

4.00 X

VOLUME

=

( 63,783 x 4 ) =

255.13 m1

KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN UNIT PEKERJAAN

No.

: : : : : :

PEMBANGUNAN IPA KAP. 100 LPD & BOJONG RENGED - KABUPATEN TANGERANG 2016 PEMBUATAN BAK PRESEDIMENTASI Volume Sesuai RAB

Uraian Pekerjaan

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 I. PEKERJAAN TANAH 1 Galian Tanah biasa Pajang

=

0.80 m

Lebar

=

0.80 m

Tinggi

=

VOLUME

=

Pajang

=

0.80 m

No.

Uraian

PEMBUATAN BAK PRESEDI I. PEKERJAAN TANAH 1 Galian Tanah biasa

0.40 m ( 0,8 x 0,8 x 0,4 ) x =

0.26 m3

2 ### Lebar

=

0.80 m

Tinggi

=

0.40 m

VOLUME

=

( 0,8 x 0,8 x 0,4 ) =

=

0.80 m

Lebar

=

0.80 m

Tinggi

=

VOLUME

=

0.40 m ( 0,8 x 0,8 x 0,4 ) =

2

###

m3

3 Urugan dan pemadatan pasi

0.26 m3

3 Urugan dan pemadatan pasir bawah lantai Pajang

m3

0.26 m3

4 Buangan tanah bekas galian tanah

-

Pajang

=

-

m

Lebar

=

-

m

VOLUME

=

(0x0) =

-

m1

m1

5 Pasang Turap Dolken + Bambu

5 Pasang Turap Dolken + Bam

Pajang

=

-

m

Lebar

=

-

m

VOLUME

=

(0x0) =

-

m1

6 Err:509 Pajang

=

-

m

Lebar

=

-

m

VOLUME

=

(0x0) =

-

=

VOLUME

=

No.

-

6

###

7

###

m1

7 Err:509 Pajang

4 Buangan tanah bekas galian

m

(0) =

-

m1

Volume Sesuai RAB

Uraian Pekerjaan

II. PEKERJAAN PASANGAN DAN BETON 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) Pajang

=

36.00 m

Lebar

=

17.00 m

Tinggi

=

VOLUME

=

Pajang

=

5.30 m

Lebar

=

4.00 m

Tinggi

=

VOLUME

=

Pajang

=

5.30 m

Lebar

=

7.60 m

Tinggi

=

VOLUME

=

titik

No.

Uraian

II. PEKERJAAN PASANGAN DAN BET 1 Lantai kerja 1 : 3 : 5 (mutu be

0.10 m ( 36 x 17 x 0,1 ) =

61.20 m3

0.10 m ( 5,3 x 4 x 0,1 ) =

2.12 m3

0.10 m ( 5,3 x 7,6 x 0,1 ) =

4.03 m3 67.35 m3

2

Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : Plat lantai (pembesian 153.5 kg/m3) Pajang

=

8.75 m

m3

2 Beton bertulang 1 : 1.5 : 2.5 ( Plat lantai (pembesian 153.5

Lebar

=

Tebal

=

5.80 m

VOLUME

=

Pajang

=

13.70 m

Lebar

=

15.60 m

Tebal

=

VOLUME

=

( 13,7 x 15,6 x 0,45 ) =

Pajang

=

1.35 m

Lebar

=

5.80 m

Tebal

=

VOLUME

=

Pajang

=

Lebar

=

Tebal

=

VOLUME

=

Pajang

=

1.35 m

Lebar

=

5.80 m

Tebal

=

VOLUME

=

0.40 m ( 8,75 x 5,8 x 0,4 ) =

20.30 m3

0.45 m2 96.17 m3

0.30 m ( 1,35 x 5,8 x 0,3 ) =

2.35 m3

m -

m

0.40 m ( x 0 x 0,4 ) =

-

m3

0.30 m ( 1,35 x 5,8 x 0,3 ) x =

2.35 m3

Plat dinding (pembesian 150 kg/m3) Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

( 8,75 x 5,8 x 0,4 ) x 2 =

Pajang

=

10.40 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

( 10,4 x 5,8 x 0,4 ) x 2 =

Pajang

=

11.33 m

#REF! m3

2.00 ddg 40.60 m3

2.00 ddg 48.26 m3

Plat dinding (pembesian 150 k

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 11,33 x 5,8 x 0,4 ) x 1 =

Pajang

=

8.68 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,684 x 5,8 x 0,4 ) x 1

26.29 m3

20.15 m3 135.29 m3

Beton Trust block

Beton Trust block

Pajang

=

7.00 m

Tinggi

=

0.70 m

Tebal

=

0.20 sisi

VOLUME

=

( 7 x 0,7 x 0,2 ) =

0.98 m3

3 Unit Aerator - Balok Beton

-

-

3 Unit Aerator -

Pajang

=

1.35 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 1,35 x 5,8 x 0,3 ) x 2 =

Pajang

=

1.42 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

3.00 ddg

VOLUME

=

2.00 ddg

( 1,424 x 5,8 x 0,3 ) x 3

4.70 m3

7.43 m3

Kolom Beton

-

Pajang

=

1.20 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

25.00 ddg

VOLUME

=

( 1,2 x 5,8 x 0,3 ) x 25 =

Err:509

52.20 m3 -

Pajang

=

8.71 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

-

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,714 x 1,797 x 0,25 ) x

Pajang

=

1.40 m

Tinggi

=

2.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 2,08 x 0,25 ) x 1

Pajang

=

1.40 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,8 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.30 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,299 x 0,25 ) x 1

Pajang

=

1.40 m

Tinggi

=

1.25 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,252 x 0,25 ) x 1

Pajang

=

10.40 m

Tinggi

=

1.16 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

7.83 m3

1.00 ddg 0.73 m3

Beton Cascade

-

1.00 ddg 0.63 m3

1.00 ddg 0.45 m3

0.44 m3 -

#REF!

IV. PEKERJAAN LAIN-LAIN 1 Tangga turun didalam bak (besi Ø 16 mm) Pajang

=

8.71 m

Tinggi

=

0.55 m

Tebal

=

0.20 m

#REF! m3

IV. 1

PEKERJAAN LAIN-LAIN Tangga turun didalam bak (bes

2

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 0,55 x 0,2 ) x 8

7.67 m3

Galian Pemasangan Pipa Drain Dan pemasangan wallPipe D 300 Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x 8

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x 8

Pajang

=

8.71 m

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x 8

V. PEKERJAAN FINISHING 1 Pengecatan bagian besi yang

19.66 m3

2 Pengecatan bagian dinding yang terbuka dengan cat minyak Tinggi

Galian Pemasangan Pipa Drai

19.66 m3

V. PEKERJAAN FINISHING 1 Pengecatan bagian besi yang terbuka dengan cat besi Pajang

2

19.66 m3

2 Pengecatan bagian dinding ya

PEMBANGUNAN IPA KAP. 10

Volume Sesuai Pelaksanaan

Uraian Pekerjaan

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 PEKERJAAN TANAH Galian Tanah biasa

2,640.61 m3

Bak Prased Pajang

=

38.00 m

Lebar

=

20.00 m

Tinggi

=

3.10 m

VOLUME

=

2,356.00 m3

Bak Lumpur Pajang

=

1.80 m

Lebar

=

1.80 m

Tinggi

=

VOLUME

=

1.80 m ( 1,8 x 1,8 x 1,8 ) x =

5.83 m3

Bak Penampung Lumpur Pajang

=

4.00 m

Lebar

=

5.30 m

Tinggi

=

VOLUME

=

6.50 m ( 4 x 5,3 x 6,5 ) x =

137.80 m3

Bak Pompa Summer Suble Pajang

=

7.60 m

Lebar

=

5.30 m

Tinggi

=

VOLUME

=

3.50 m ( 7,6 x 5,3 x 3,5 ) x =

140.98 m3 2,640.61 402.80 m3

Pajang

=

36.00 m

Lebar

=

17.00 m

x2

=

Tinggi

=

VOLUME

=

2.00 Bh 3.80 Bh ( 36 ＋ 17 ) x 2 x3,8 =

402.80 m3

Urugan dan pemadatan pasir bawah lantai

67.35 m3

Bak Prased Pajang

=

36.00 m

Lebar

=

17.00 m

Tinggi

=

VOLUME

=

0.10 m ( 36 x 17 x 0,1 ) =

61.20 m3

Bak Penampung Lumpur Pajang

=

5.30 m

Lebar

=

4.00 m

Tinggi

=

VOLUME

=

0.10 m ( 5,3 x 4 x 0,1 ) =

2.12 m3

Bak Pompa Summer Suble Pajang

=

5.30 m

Lebar

=

7.60 m

Tinggi

=

VOLUME

=

0.10 m ( 5,3 x 7,6 x 0,1 ) =

4.03 m3 67.35 m3

Buangan tanah bekas galian tanah Jumlah Galian Tanah

=

2,640.61 m3

Jmh Urugan Tanah Kemba= VOLUME

=

2,237.81 m3

402.80 m3 ( 2640,612 - 402,8 ) =

2,237.81 m3

Pasang Turap Dolken + Bambu

118.90 m1

Pajang

=

40.65 m

Lebar

=

18.80 m

Jmlh

=

VOLUME

=

2.00 x ( 40,65 + 18,8 ) x2 =

118.90 m1 203.25 Ttk

Pajang

=

Jumlah /m

=

VOLUME

=

40.65 m 5.00 m ( 40,65 x 5 ) =

203.25 Ttk -

Pajang

=

VOLUME

=

-

m1

m

(0) =

-

m1

Volume Sesuai Pelaksanaan

Uraian Pekerjaan PEKERJAAN PASANGAN DAN BETON

Lantai kerja 1 : 3 : 5 (mutu beton K-125)

33.67 m3

Bak Prased Pajang

=

36.00 m

Lebar

=

17.00 m

Tinggi

=

VOLUME

=

0.05 m ( 36 x 17 x 0,05 ) =

30.60 m3

Bak Penampung Lumpur Pajang

=

5.30 m

Lebar

=

4.00 m

Tinggi

=

VOLUME

=

0.05 m ( 5,3 x 4 x 0,05 ) =

1.06 m3

Bak Pompa Summer Suble Pajang

=

5.30 m

Lebar

=

7.60 m

Tinggi

=

VOLUME

=

0.05 m ( 5,3 x 7,6 x 0,05 ) =

2.01 m3 33.67 m3

Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : Plat lantai (pembesian 153.5 kg/m3) Bak Prased Pajang

=

35.35 m

275.11 m3

Lebar

=

Tebal

=

14.20 m 0.40 m

VOLUME

=

( 35,35 x 14,2 x 0,4 ) =

200.79 m3

Bak Penampung Lumpur Pajang

=

6.00 m

Lebar

=

2.00 m

Tebal

=

VOLUME

=

Pajang

=

2.40 m

Lebar

=

2.00 m

Tebal

=

VOLUME

=

Pajang

=

12.10 m

Lebar

=

0.80 m

Tebal

=

0.55 m

VOLUME

=

( 12,1 x 0,8 x 0,55 ) =

Pajang

=

7.00 m

Lebar

=

5.00 m

Tebal

=

0.40 m

VOLUME

=

( 7 x 5 x 0,4 ) =

Pajang

=

104.00 m

Lebar

=

0.80 m

Tebal

=

VOLUME

=

0.55 m ( 6 x 2 x 0,55 ) =

6.60 m3

0.55 m ( 2,4 x 2 x 0,55 ) =

2.64 m3

5.32 m3

14.00

0.55 m ( 104 x 0,8 x 0,55 ) x =

45.76 m3 275.11

Plat dinding (pembesian 150 kg/m3) Dinding Prased

137.55 m3

Pajang

=

35.35 m

Tinggi

=

3.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 35,35 x 3 x 0,3 ) x 2 =

Pajang

=

15.80 m

Tinggi

=

3.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

( 15,8 x 3 x 0,3 ) x 2 =

Pajang

=

15.80 m

Tinggi

=

3.00 m

Tebal

=

0.20 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

Pajang

=

2.00 ddg 63.63 m3

2.00 ddg

( 15,8 x 3 x 0,2 ) x 1 = 5.00 m

28.44 m3

9.48 m3

Tinggi

=

3.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

Pajang

=

7.00 m

Tinggi

=

3.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 5 x 3 x 0,3 ) x 1 =

( 7 x 3 x 0,3 ) x 1 =

Pajang

=

5.00 m

Tinggi

=

6.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

Pajang

=

2.00 m

Tinggi

=

6.00 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

4.50 m3

6.30 m3

2.00 ddg ( 5 x 6 x 0,3 ) x 2 =

18.00 m3

2.00 ddg ( 2 x 6 x 0,3 ) x 2 =

7.20 m3 137.55

Beton Trust block

0.98 m3

Pajang

=

7.00 m

Tinggi

=

0.70 m

Tebal

=

0.20 sisi

VOLUME

=

( 7 x 0,7 x 0,2 ) =

0.98 m3

Unit Aerator Balok Beton

10.75 m3

Pajang

=

8.40 m

Tinggi

=

0.50 m

Tebal

=

0.40 m

Jumlah Balok Datar

=

VOLUME

=

( 8,4 x 0,5 x 0,4 ) x 4 =

Pajang

=

8.40 m

Tinggi

=

0.40 m

Tebal

=

0.30 m

Jumlah Balok Miring

=

4.00 Bh

VOLUME

=

4.00 Bh

( 8,4 x 0,4 x 0,3 ) x 4 =

6.72 m3

4.03 m3 10.75

Kolom Beton

4.50 m3

Pajang

=

2.25 m

Tinggi

=

0.50 m

Tebal

=

0.50 m

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 2,25 x 0,5 x 0,5 ) x 8 =

Saluran Beton

4.50 m3 22.15

Trap 1 Pajang

=

18.71 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 18,714 x 1,797 x 0,25 )

8.41 m3

Trap 2 Pajang

=

16.40 m

Tinggi

=

1.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

1.00 ddg ( 16,4 x 1,08 x 0,25 ) x 1

4.43 m3

Trap 3 Pajang

=

14.71 m

Tinggi

=

1.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 14,714 x 1,08 x 0,25 ) x

3.97 m3

Trap 4 Pajang

=

11.40 m

Tinggi

=

1.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 11,4 x 1,08 x 0,25 ) x 1

1.00 ddg 3.08 m3

Trap 5 Pajang

=

8.40 m

Tinggi

=

1.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,4 x 1,08 x 0,25 ) x 1

Pajang

=

1.40 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,8 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.30 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,299 x 0,25 ) x 1

Pajang

=

1.40 m

Tinggi

=

1.25 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,252 x 0,25 ) x 1

D 1m

=

0.79 m

Tinggi

=

3.00 m

Jumlah

=

8.00 Bh

VOLUME

=

2.27 m3

Beton Cascade

1.52 m3

1.00 ddg 0.63 m3

1.00 ddg 0.45 m3

0.44 m3

Sumuran Beton

18.96 m3

( 0,79 x 3 ) x 8 =

PEKERJAAN LAIN-LAIN Tangga turun didalam bak (besi Ø 16 mm) Pajang

=

8.71 m

Tinggi

=

0.55 m

Tebal

=

0.20 m

18.96 m3

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 0,55 x 0,2 ) x 8

7.67 m3

Galian Pemasangan Pipa Drain Dan pemasangan wallPipe D 300 Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 1,88 x 0,15 ) x

19.66 m3

PEKERJAAN FINISHING Pengecatan bagian besi yang terbuka dengan cat besi Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 1,88 x 0,15 ) x

19.66 m3

Pengecatan bagian dinding yang terbuka dengan cat minyak Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 1,88 x 0,15 ) x

19.66 m3

PEMBANGUNAN IPA KAP. 100 LPD & INTAKE

DAFTAR KUANTITAS DAN HARGA ADENDUM KEGIATAN : PEKERJAAN : LOKASI : BIAYA KONTRUKSI : TAHUN ANGGARAN: UNIT PEKERJAAN : No. 1

I. 1 2 3 4 5

PEMBANGUNAN IPA KAP. 100 LPD & INTAKE BOJONG RENGED - KABUPATEN TANGERANG 2016 PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 Uraian

Kuantitas Sesuai Adendum

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

2

3

4

5

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 PEKERJAAN TANAH Galian Tanah biasa 2,546.12 m3 Urugan dan pemadatan Tanah bekas galian 418.52 m3 Urugan dan pemadatan pasir bawah lantai 63.53 m3 Buangan tanah bekas galian tanah 2,127.80 m3 Pasang Turap Dolken + Bambu 76.05

PEKERJAAN PASANGAN DAN BETON 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) 2 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 153.5 kg/m3) - Plat dinding (pembesian 150 kg/m3) - Beton Trust block 3 Unit Aerator Pengukuran Dan Pemasangan Bouplank - Balok Beton - Kolom Beton - Beton Cascade - Foot plat Beton - Beton Trust block - saluran Pembawa ke Prasediment

18% 18% 18% 0% 18%

69,437.61 30,415.00 319,445.04 30,412.18 430,765.30

176,796,492.19 12,729,285.80 20,294,343.53 64,711,033.08 32,759,701.07

:

Rp.

307,290,855.67

32.08 m3

845,518.11

27,124,221.01

18%

349.82 m3 120.97 m3 2.25 m3

4,103,783.77 4,103,707.80 884,549.77

1,435,585,638.38 496,425,532.73 1,990,236.99 3,608,592.00 38,709,779.51 51,590,627.67 137,466,354.31 31,348,975.96 334,359.82 22,461,790.08

27% 36% 36%

Sub Total - I II.

Harga Sub Cont %

52.00 5.46 7.81 27.63 6.30 0.38 4.51

m3 m3 m3 m3 m3 m3

69,396.00 7,089,703.21 6,605,714.17 4,975,257.12 4,976,027.93 879,894.26 4,980,441.26

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

6

7

12,498.77 5,474.70 57,500.11 77,537.75

31,823,368.59 2,291,271.44 3,652,981.84 5,896,746.19

43,664,368.07

18% 36% 36% 36% 36% 36% 36%

152,193.26 1,108,021.62 1,477,334.81 318,437.92 12,491.28 2,552,293.15 2,378,057.10 1,791,092.56 1,791,370.05 316,761.93 1,792,958.85

4,882,359.78 387,608,122.36 178,713,191.78 716,485.32 649,546.56 13,935,520.62 18,572,625.96 49,487,887.55 11,285,631.35 120,369.54 8,086,244.43

- Timbunan Tanah Ke Cascade 4 - Pondasi sumuran D 1 m

160.58 m3 16.00 ttk

30,414.30 1,655,057.79

4,883,927.92 26,480,924.64

:

Rp.

2,278,010,961.02

Sub Total - II

No. 1

III.

Uraian

Kuantitas Sesuai Adendum

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

2

3

4

5

PEKERJAAN PERPIPAAN III.1 PIPA INLET a. Pengadaan Material - Pipa Steel DN. 400 mm - Bend Steel DN. 400x 45° - Flange Adaptor DN. 400 - Gate Valve DN. 400 mm - Wallpape DN. 400 mm - Tee Steel DN. 400 x 400 - Loose Flange DN. 400 mm - Mur Baut - Packing DN 400 mm - Pengelasan acc. Pipa III.2 PIPA DRAIN & OVER FLOW a. Pengadaan Material - Pipa GIP Ø 150 mm - Pipa GIP Ø 100 mm - Tee Ø 150 x 100 mm - Tee Ø 150 x 150 mm - Bend Ø 100 / 90° degree - Bend Ø 150 / 90° degree - Gate valve Ø 150 mm - Box Street Ø 150 mm + spidel - Loose Flange Ø 150 mm - Loose Flange Ø 100 mm - Packing Ø 150 mm - Packing Ø 100 mm - Baut Ø 3/4" x 3" - Baut Ø 3/8" x 3"

9.31 2.00 1.00 16.00 1.00 628.00

m' Unit Unit Unit Unit Unit Unit Unit Unit cm

-

m' m' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

2,372,368.92 2,272,481.65

1,247,545.30 25,800.00 232,200.00 1,637.00

18% 18%

-

879,107.03 4,766,566.44

679,703,658.71 Harga Sub Cont %

22,086,754.69 4,544,963.30 1,247,545.30 412,800.00 232,200.00 1,028,036.00

5,474.57 297,910.40

65% 65%

70% 0% 0% 65%

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.)

6

7

1,542,039.80 1,477,113.07 873,281.71 1,064.05

14,356,390.55 2,954,226.15 873,281.71 668,223.40 -

-

-

- Wall pipe all flange Dn 150 mm, L = 60 cm - Wall pipe all flange Dn 100 mm, L = 60 cm - Pengelasan acc. Pipa

- Unit - Unit - cm

Sub Total - III

-

:

Rp.

29,552,299.29

No.

Uraian

Kuantitas Sesuai Adendum

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

1

2

3

4

5

IV.

PEKERJAAN LAIN-LAIN 1 Tangga turun didalam bak (besi Ø 16 mm) 2 Galian Pemasangan Pipa Drain Dan pemasangan wallPipe D

Sub Total - IV V.

PEKERJAAN FINISHING 1 Pengecatan bagian besi yang terbuka dengan cat besi 2 Pengecatan bagian dinding yang terbuka dengan cat minyak

Sub Total - IV JUMLAH TOTAL ( I + II + III + IV + V + VI )

2.00 Unit 1.00 m'

-

-

18,852,121.80

Harga Sub Cont %

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.) 6

18% 65%

81,000.00 2,879,161.51

7

450,000 4,429,479

900,000.00 4,429,479.25

162,000.00 2,879,161.51

:

Rp.

5,329,479.25

- m2 108.80 m2

50,494.75 38,142.49

4,150,055.39

:

Rp.

4,150,055.39

746,982.52

:

Rp.

2,624,333,650.62

746,008,292.62

3,041,161.51

18%

6,865.65

746,982.52

Unit Pekerjaan

:

PEMBUATAN BANGUNAN INTAKE

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

Jumlah Harga (Rp.) 5

Kuantitas Sesuai Pelaksanaan

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.) 6

PEMBUATAN BANGUNAN INTAKE

A.

I.

PEKERJAAN PERSIPAN 1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

II.

15,675 69,396 665,473

9,734,175.00 43,094,916.00 16,636,825.00

#REF! #REF! #REF!

#REF! #REF! #REF!

668.15 15.00 40.70 183.74

m3 m3 m3 m3

92,400 270,175 319,438 50,875

61,737,060.00 4,052,625.00 13,001,126.60 9,347,772.50

#REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF!

37.50 m3 84.86 m3 10.00 bh

4,823,165 4,823,165 7,500,000

180,868,687.50 409,293,781.90 75,000,000.00

#REF! #REF! #REF! #REF!

#REF! #REF! #REF!

PEKERJAAN TANAH DAN URUGAN 1 Galian tanah keras 2 Urugan pasir 3 Urugan di belakang pasangan dengan material bekas galian 4 Buangan bekas galian tanah

III.

621.00 m2 621.00 m' 25.00 m'

PEKERJAAN MULUT INTAKE 1 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 80 kg/m3 + Bekisting) - Beton penahan tanah (pembesian 115,9 kg/m3 + Bekisting 2 Pekerjaan Sheet Pile

JUMLAH TOTAL A . B.

:

Rp.

822,766,969.50

100.00 m' 6.00 bh 100.00 m'

1,970,695 11,378,067 824,311

197,069,500.00 68,268,402.00 82,431,100.00

: :

Rp. Rp.

347,769,002.00 1,170,535,971.50

#REF!

PEKERJAAN BORING HORIZONTAL DN. 600 MM

1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

JUMLAH TOTAL B. TOTAL (A + B)

#REF! #REF! #REF!

#REF! #REF! #REF!

#REF! #REF!

75%

-

-

DAFTAR KUANTITAS DAN HARGA KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN

: : : : :

PEMBANGUNAN IPA KAP. 100 LPD & INTAKE

Unit Pekerjaan

:

Instalasi Pengolahan Air (IPA) Kapasitas Produksi 100 ltr/det

BOJONG RENGED - KABUPATEN TANGERANG Rp. 8,004,183,755,00 2016

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

I.

PEKERJAAN TANAH

1 2 3 4 5

Pekerjaan Pembersihan Lahan Pekerjaan Galian Tanah Berbatu Pekerjaan Galian Untuk Sloope, Poor, dan Lantai Dasar Urugan dan pemadatan tanah kembali Pembuangan tanah

II.

Sub Total - I PEKERJAAN BANGUNAN PRODUKSI

A. B.

C.

Pekerjaan Pondasi - Tiang Pancang Pekerjaan Beton Mutu K - 225, Un- 24 Termasuk Bekisting - Lantai - Dinding - Balok - Atap - Tangga - Beton Lantai Kerja - Pasangan Batu Kali 1 : 4 Pekerjaan Pengadaan dan Pemasangan Pipa Steel dan Assesoriesnya : Pipa Inlet :

553.67 000 123.75 287.85 863.54

Jumlah Harga (Rp.)

Harga Satuan Sub (Rp.)

Jumlah Harga Upah ( Rp.)

5

6

7

m2 m3 m3 m3 m3

15,675.00 92,400.00 85,388.00 50,875.00 30,415.00

8,678,777.25 10,566,765.00 14,644,368.75 26,264,569.10

-

:

Rp.

60,154,480.10

-

34.0 bh

3,175,949.00

107,982,266.00

-

4,823,165.00 5,353,905.00 6,063,661.00 6,936,840.00 5,353,905.00 845,419.00 888,425.00

613,988,904.50 2,772,252,009.00 42,445,627.00 205,330,464.00 64,246,860.00 71,776,073.10 172,532,135.00

127.3 517.8 7.0 29.6 12.0 84.9 194.2

m3 m3 m3 m3 m3 m3 m3

1,302,254.55 1,927,405.80 2,182,917.96 2,497,262.40 1,927,405.80 152,175.42 159,916.50

165,777,004.22 998,010,723.24 15,280,425.72 73,918,967.04 23,128,869.60 12,919,693.16 31,055,784.30

-

Pipa Steel DN. 400 mm Bend Steel DN. 400 x 90° Butterfly Valve DN. 400 mm Loose Flange DN. 400 mm

18.0 2.0 1.0 8.0

m' Unit Unit Unit

1,950,089.00 4,480,022.00 17,133,834.00 1,247,545.00

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

- Wallpape DN. 400 mm - Packing DN. 400 mm - Mur - Baut Ø3/4" x 3" - Pengelasan acc. Pipa Pipa Drainase / Penguras - Pipa Steel DN. 250 mm - Pipa Steel DN. 150 mm - Wallpipe DN. 250 mm - Wallpipe DN. 150 mm - Loose Flange DN. 250 mm - Loose Flange DN. 150 mm - Bend Steel DN. 250 x 90° - Bend Steel DN. 150 x 90° - Butterfly Valve DN. 250 mm - Butterfly Valve DN. 150 mm - Packing DN. 250 mm - Packing DN. 150 mm - Mur - Baut Ø 10" - Mur - Baut Ø 6" - Pengelasan acc. Pipa Pipa Overflow : - Pipa Steel DN. 150 mm - Wallpipe DN. 150 mm - Loose Flange DN. 150 mm - Bend Steel DN. 150 x 90° - Packing DN. 150 mm - Mur - Baut Ø 3" - Pengelasan acc. Pipa Pipa Outlet :

35,101,602.00 8,960,044.00 17,133,834.00 9,980,360.00

873,281.50

6,986,252.00

Jumlah Harga (Rp.)

Harga Satuan Sub (Rp.)

Jumlah Harga Upah ( Rp.)

5

6

7

1.0 4.0 64.0 1,257.1

Unit Unit Unit cm'

9,173,400.00 232,200.00 25,800.00 1,610.00

9,173,400.00 928,800.00 1,651,200.00 2,023,931.00

5,962,710.00 -

5,962,710.00 -

36.0 38.0 2.0 10.0 4.0 20.0 2.0 10.0 2.0 10.0 2.0 10.0 24.0 80.0 3,769.9

m' m' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit cm'

1,732,158.00 1,062,065.00 2,231,000.00 1,427,600.00 516,835.00 403,445.00 1,143,560.00 820,958.00 4,260,964.00 1,979,385.00 79,300.00 83,800.00 32,000.00 19,400.00 1,610.00

62,357,688.00 40,358,470.00 4,462,000.00 14,276,000.00 2,067,340.00 8,068,900.00 2,287,120.00 8,209,580.00 8,521,928.00 19,793,850.00 158,600.00 838,000.00 768,000.00 1,552,000.00 6,069,539.00

1,450,150.00 927,940.00 335,942.75 282,411.50 -

2,900,300.00 9,279,400.00 1,343,771.00 5,648,230.00 -

24.0 2.0 12.0 6.0 10.0 80.0 1,131.0

m' Unit Unit Unit Unit Unit cm'

1,062,065.00 1,427,600.00 403,445.00 820,958.00 83,800.00 19,400.00 1,610.00

25,489,560.00 2,855,200.00 4,841,340.00 4,925,748.00 838,000.00 1,552,000.00 1,820,910.00

927,940.00 282,411.50 -

1,855,880.00 3,388,938.00 -

- Pipa Steel DN. 400 mm - Pipa Steel DN. 250 mm - Butterfly Valve DN. 250 mm (Pneumatic) - Loose Flange DN. 400 mm - Packing DN. 250 mm - Mur - Baut Ø3/4" x 3" - Pengelasan acc. Pipa Pipa Back Wash : - Pipa Steel DN. 250 mm - Bend Steel DN. 250 x 90°

No. 1

6.0 6.0 3.0 12.0 6.0 48.0 1,508.0

m' m' Unit Unit Unit Unit cm'

2,372,369.00 1,732,158.00 30,887,949.00 1,247,545.00 232,200.00 25,800.00 1,610.00

14,234,214.00 10,392,948.00 92,663,847.00 14,970,540.00 1,393,200.00 1,238,400.00 2,427,880.00

-

-

120.0 m' 1.0 Unit

1,732,158.00 1,143,560.00

207,858,960.00 1,143,560.00

-

-

Uraian

KUANTITAS

2

3

- Tee Steel DN. 250 x 250 mm - Butterfly Valve DN. 250 mm (Pneumatic) - Loose Flange DN. 250 mm - Wallpipe DN. 250 mm - Packing DN. 250 mm - Mur - Baut Ø 10" - Pengelasan acc. Pipa Pipa Blower : Pipa Steel DN. 200 mm Gate Valve DN. 200 mm Bend Steel DN. 200 mm x 90° Flange Adaptor DN. 200 mm Blind Flange DN. 200 mm Loose Flange DN. 200 mm Mur - Baut Ø 8" Packing DN. 200 mm Pengelasan acc. Pipa Pipa Penguras Filter : - Pipa Steel DN. 200 mm - Bend Steel DN. 200 mm x 90° - Tee Steel DN. 200 x 200 mm - Butterfly Valve DN. 200 mm (Pneumatic) - Loose Flange DN. 200 mm

Harga Satuan (Rp.) 4

-

Jumlah Harga (Rp.)

Harga Satuan Sub (Rp.)

Jumlah Harga Upah ( Rp.)

5

6

7

2.0 3.0 20.0 3.0 10.0 80.0 738.3

Unit Unit Unit Unit Unit Unit cm'

2,346,234.00 30,887,949.00 516,835.00 2,231,000.00 79,300.00 32,000.00 1,610.00

4,692,468.00 92,663,847.00 10,336,700.00 6,693,000.00 793,000.00 2,560,000.00 1,188,663.00

1,450,150.00 -

4,350,450.00 -

60.0 3.0 3.0 3.0 2.0 1.0 192.0 16.0 628.6

m' bh bh bh bh bh bh bh cm'

1,168,096.00 6,302,789.00 674,501.00 1,596,700.00 480,200.00 436,680.00 29,100.00 74,400.00 1,610.00

70,085,760.00 18,908,367.00 2,023,503.00 4,790,100.00 960,400.00 436,680.00 5,587,200.00 1,190,400.00 1,012,046.00

-

-

66.0 1.0 2.0 3.0 20.0

m' Unit Unit Unit Unit

1,168,096.00 674,501.00 6,302,789.00 18,249,334.00 436,680.00

77,094,336.00 674,501.00 12,605,578.00 54,748,002.00 8,733,600.00

305,676.00

6,113,520.00

D.

- Wallpipe DN. 200 mm - Packing DN. 200 mm - Mur - Baut 8" - Pengelasan acc. Pipa Pipa Pengantar Filtrasi : - Pipa Steel DN. 250 mm - Butterfly Valve DN. 250 mm (Pneumatic) - Bend Steel DN. 250 mm x 90° Loose Flange DN. 250 mm - Packing DN. 250 mm - Mur - Baut Ø 10" - Pengelasan acc. Pipa Media Filter - Pasir Silica - Gravel - Pekerjaan Nozzle

3.0 10.0 120.0 738.3

Unit Unit Unit cm'

1,508,200.00 74,400.00 29,100.00 1,610.00

4,524,600.00 744,000.00 3,492,000.00 1,188,663.00

980,330.00 -

2,940,990.00

9.0 3.0 3.0 15.0 8.0 120.0 581.2

m' bh bh bh bh bh cm'

1,732,158.00 30,887,949.00 1,143,560.00 516,835.00 79,300.00 32,000.00 1,610.00

15,589,422.00 92,663,847.00 3,430,680.00 7,752,525.00 634,400.00 3,840,000.00 935,732.00

361,784.50 -

5,426,767.50 -

54.5 m3 23.4 m3 2,800.0 bh

978,000.00 684,600.00 22,000.00

53,301,000.00 16,019,640.00 61,600,000.00

-

-

Rp.

5,432,896,150.80 Jumlah Harga (Rp.)

Sub Total - II

:

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

III.

PEKERJAAN BESI BAJA & SETLLER

1 2 3 4 5 6 7 8 9 10 11

Pekerjaan Settler Fiber Glass Plat Gutter Filter dari baja 6 mm Grill di Flokulator Grill Saluran Talang Pintu Besi uk. 2.1 x 0.8 m (unit sedimentasi) Rangka Atap dengan Tutup Canopy Water stop 3/200 mm dari plat baja Plat False bottom filter dari stainless 8 mm dilubangi) Pekerjaan Tiang Hand Realing dari pipa dia. 2 " Pekerjaan Hand Realing dari pipa dia. 2 " Biaya perakitan & erection

1,100.0 7,132.8 23.4 5.8 3.4 1.0 286.0 3,798.0 66.0 120.0 1

Sub Total - III IV.

lbr kg Unit Unit m2 Unit m' kg m' m' Ls

:

5

1,875,000.00 24,000.00 2,865,854.00 2,865,854.00 3,738,927.00 13,500,000.00 258,500.00 69,000.00 423,955.00 1,000,000.00 51,300,443.00

2,062,500,000.00 171,187,200.00 67,060,983.60 16,621,953.20 12,712,351.80 13,500,000.00 73,931,000.00

Rp.

2,565,494,518.60

15,675.00

1,097,250.00

27,981,030.00 120,000,000.00 -

Harga Satuan Sub (Rp.) 6

-

1,376,288,689.77 Jumlah Harga Upah ( Rp.) 7

15,600.00 1,862,805.10 1,862,805.10 2,430,302.55 8,775,000.00 168,025.00 275,570.75 650,000.00 -

111,271,680.00 43,589,639.34 10,804,269.58 8,263,028.67 8,775,000.00 48,055,150.00 18,187,669.50 78,000,000.00 -

326,946,437.09

PEKERJAAN SITE Saluran drainase bentuk trapesium terbuka tersebut dari pasangan batu kali (uk. sesuai gambar)

70.00

m'

2,821.50

197,505.00

V.

Sub Total - IV PEKERJAAN LAIN-LAIN

1 2

Pekerjaan Pengecatan Pekerjaan Akhir / Finishing

Sub Total - V JUMLAH TOTAL ( I + II + III + IV + V ) Cat

Cara Pembayaran

:

:

: 1.00 1.00

Ls Ls

: :

1 Jasa Upah 18 % dari Harga Rab Termasuk Alat bantu 2 Harga Borongan 36 % Dari Harga Rab a Upah Pekerjaan Beton Tidak Termasuk Pompa( Termasuk Material bekisting ) 3 Harga Borongan 65 % Dari Harga Rab ( Termasuk material ) Terpasang 4 Harga Kerjaan Yg msh 0 % Akan Di Musyawarahkan Kemudian 5 Harga Tsb Di Atas Tidak Termasuk Biaya Kordinasi Lingkungan

Rp.

1,097,250.00

197,505.00

20,000,000.00 10,000,000.00

20,000,000.00 10,000,000.00

3,600,000.00 1,800,000.00

Rp. Rp.

30,000,000.00 8,089,642,399.50

5,400,000.00 1,708,832,631.86

Bekasi ,19 Januari 2017

1 Dp 20 % Setelah Penandatangan kontrak 2 Selanjutnya Progres 2 Mingguan Di kurangi Dp Secara Proporsional

Endang Setiawan

KET 8

0% 0% 0% 0% 0%

95 300 3 29 8 25

0% 460 27% 36% 36% 36% 36% 18% 18%

-

-

0% 0% 0% 70%

KET 8

65% 0% 0% 0% 0% 0% 65% 65% 70% 70% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 65% 70% 0% 0% 0% 0%

0% 0% 0% 0% 0% 0% 0% 0%

KET 8

0% 0% 0% 65% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 70%

65% 0% 0% 0% 0% 0% 70% 0% 0% 0% 0% 0% 0%

KET 8

0% 65% 65% 65% 65% 65% 65% 0% 65% 65%

18%

Januari 2017

18% 18%

DAFTAR KUANTITAS KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN UNIT PEKERJAAN No. 1

I. 1 2 3 4

: PEMBANGUNAN IPA KAP. 100 LPD & INTAKE : : BOJONG RENGED - KABUPATEN TANGERANG : : 2016 : PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 Uraian

Kuantitas Sesuai RAB

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.)

KET

2

3

4

5

6

7

8

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 PEKERJAAN TANAH Galian Tanah biasa Urugan dan pemadatan Tanah bekas galian Urugan dan pemadatan pasir bawah lantai Buangan tanah bekas galian tanah

467.71 40.70 15.00 412.01

69,438.00 30,415.00 319,438.00 30,415.00

32,476,846.98 1,237,890.50 4,791,570.00 12,531,284.15

:

Rp.

51,037,591.63

70.30 m3

845,419.00

59,432,955.70

152,175.42

10,697,932.03

18%

170.40 m3 94.50 m3 0.75 m3

3,950,958.00 3,950,958.00 884,550.00

673,243,243.20 373,365,531.00 663,412.50

1,066,758.66 1,422,344.88 318,438.00

181,775,675.66 134,411,591.16 238,828.50

27% 36% 36%

m3 m3 m2 m3

6,936,840.00 6,452,851.00 162,668.00 4,823,165.00

18,729,468.00 5,226,809.31 6,506,720.00 60,771,879.00

2,497,262.40 2,323,026.36 58,560.48 1,736,339.40

6,742,608.48 1,881,651.35 2,342,419.20 21,877,876.44

36% 36% 36% 36%

:

Rp.

1,175,640,066.18

Sub Total - I II.

PEKERJAAN PASANGAN DAN BETON 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) 2 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 153.5 kg/m3) - Plat dinding (pembesian 150 kg/m3) - Beton Trust block 3 Unit Aerator - Balok Beton - Kolom Beton - Pasangan Bata - Beton Cascade

Sub Total - II

2.70 0.81 40.00 12.60

57,498.84 -

862,482.60 -

0% 0% 18% 0%

m3 m3 m3 m3

862,482.60

359,968,582.82

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

2

3

4

1

III.

Jumlah Harga (Rp.)

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.)

KET

5

6

7

8

PEKERJAAN PERPIPAAN III.1 PIPA INLET a. Pengadaan Material - Pipa Steel DN. 400 mm - Bend Steel DN. 400x 90° - Flange Adaptor DN. 400 - Gate Valve DN. 400 mm - Wallpape DN. 400 mm - Tee Steel DN. 400 x 400 - Loose Flange DN. 400 mm - Mur Baut - Packing DN 400 mm - Pengelasan acc. Pipa

6.00 1.00 1.00 1.00 1.00 1.00 10.00 54.00 7.00 565.00

m' Unit Unit Unit Unit Unit Unit Unit Unit cm

2,372,369.00 4,480,022.00 4,099,600.00 27,036,714.00 9,173,400.00 5,469,022.00 1,247,545.00 25,800.00 232,200.00 1,637.00

14,234,214.00 4,480,022.00 4,099,600.00 27,036,714.00 9,173,400.00 5,469,022.00 12,475,450.00 1,393,200.00 1,625,400.00 924,905.00

5,962,710.00 873,281.50 -

5,962,710.00 8,732,815.00 -

0% 0% 0% 0% 65% 0% 70% 0% 0% 0%

III.2 PIPA DRAIN & OVER FLOW a. Pengadaan Material - Pipa GIP Ø 150 mm - Pipa GIP Ø 100 mm - Tee Ø 150 x 100 mm - Tee Ø 150 x 150 mm - Bend Ø 100 / 90° degree - Bend Ø 150 / 90° degree - Gate valve Ø 150 mm - Box Street Ø 150 mm + spidel - Loose Flange Ø 150 mm - Loose Flange Ø 100 mm - Packing Ø 150 mm - Packing Ø 100 mm - Baut Ø 3/4" x 3" - Baut Ø 3/8" x 3" - Wall pipe all flange Dn 150 mm, L = 60 cm - Wall pipe all flange Dn 100 mm, L = 60 cm - Pengelasan acc. Pipa

20.00 3.00 1.00 2.00 1.00 3.00 3.00 3.00 3.00 1.00 6.00 1.00 48.00 4.00 3.00 1.00 973.40

m' m' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit cm

388,625.00 257,370.00 1,231,027.00 1,231,028.00 449,076.00 820,958.00 3,251,055.00 134,300.00 403,445.00 373,545.00 83,800.00 41,300.00 19,400.00 10,600.00 1,427,600.00 1,001,600.00 1,637.00

7,772,500.00 772,110.00 1,231,027.00 2,462,056.00 449,076.00 2,462,874.00 9,753,165.00 402,900.00 1,210,335.00 373,545.00 502,800.00 41,300.00 931,200.00 42,400.00 4,282,800.00 1,001,600.00 1,593,455.80

282,411.50 261,481.50 927,940.00 651,040.00 -

847,234.50 261,481.50 2,783,820.00 651,040.00 -

0% 0% 0% 0% 0% 0% 0% 0% 70% 70% 0% 0% 0% 0% 65% 65% 0%

Sub Total - III

:

Rp.

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

IV.

PEKERJAAN LAIN-LAIN 1 Tangga turun didalam bak (besi Ø 16 mm) 2 Water stop joint (jenis rubber lebar 20 cm)

2.00 Unit 36.00 m'

PEKERJAAN FINISHING 1 Pengecatan bagian besi yang terbuka dengan cat besi 2 Pengecatan bagian dinding yang terbuka dengan cat minyak

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.)

KET

5

6

7

8

292,500.00 13,374.54

585,000.00 481,483.44

:

Rp.

3,574,908.00

21.16 m2 18.00 m2

50,494.00 38,142.00

1,068,453.04 686,556.00

:

Rp.

1,755,009.04

315,901.63

:

Rp.

1,348,204,645.65

381,452,551.49

JUMLAH TOTAL ( I + II + III + IV + V + VI )

65% 18%

1,066,483.44 9,088.92 6,865.56

192,321.55 123,580.08

: 1 Jasa Upah 18 % dari Harga Rab Termasuk Alat bantu 2 Harga Borongan 36 % Dari Harga Rab a Upah Pekerjaan Beton Tidak Termasuk Pompa( Termasuk Material bekisting ) 3 Harga Borongan 70 % Dari Harga Rab ( Termasuk material ) Terpasang 4 Harga Kerjaan Yg msh 0 % Akan Di Musyawarahkan Kemudian 5 Harga Tsb Di Atas Tidak Termasuk Biaya Kordinasi Lingkungan

Cara Pembayaran

Jumlah Harga (Rp.)

900,000.00 2,674,908.00

Sub Total - IV

Cat

19,239,101.00

450,000.00 74,303.00

Sub Total - IV V.

116,197,070.80

Bekasi ,19 Januari 2017

: 1 Dp 20 % Setelah Penandatangan kontrak 2 Selanjutnya Progres 2 Mingguan Di kurangi Dp Secara Proporsional

Endang Setiawan

18% 18%

Unit Pekerjaan

:

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

Jumlah Harga (Rp.) 5

Harga Satuan (Rp.)

Jumlah Harga Upah ( Rp.)

KET

6

7

PEMBUATAN BANGUNAN INTAKE

A.

I.

PEKERJAAN PERSIPAN 1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

II.

III.

621.00 m2 621.00 m' 25.00 m'

15,675.00 69,396.00 665,473.00

9,734,175.00 43,094,916.00 16,636,825.00

12,491.28 -

7,757,084.88 -

0% 18% 0%

668.15 15.00 40.70 183.74

92,400.00 270,175.00 319,438.00 50,875.00

61,737,060.00 4,052,625.00 13,001,126.60 9,347,772.50

48,631.50 -

729,472.50 -

0% 18% 0% 0%

1,736,339.40 1,736,339.40 -

65,112,727.50 147,345,761.48 -

36% 36% 0%

PEKERJAAN TANAH DAN URUGAN 1 Galian tanah keras 2 Urugan pasir 3 Urugan di belakang pasangan dengan material bekas galian 4 Buangan bekas galian tanah

m3 m3 m3 m3

PEKERJAAN MULUT INTAKE 1 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 80 kg/m3 + Bekisting) - Beton penahan tanah (pembesian 115,9 kg/m3 + Bekisting) 2 Pekerjaan Sheet Pile

JUMLAH TOTAL A . B.

PEMBUATAN BANGUNAN INTAKE

37.50 m3 84.86 m3 10.00 bh

4,823,165.00 4,823,165.00 7,500,000.00

180,868,687.50 409,293,781.90 75,000,000.00

:

Rp.

822,766,969.50

100.00 m' 6.00 bh 100.00 m'

1,970,695.00 11,378,067.00 824,311.00

197,069,500.00 68,268,402.00 82,431,100.00

220,945,046.36

PEKERJAAN BORING HORIZONTAL DN. 600 MM

1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

-

-

0% 0% 0%

JUMLAH TOTAL B. TOTAL (A + B)

: :

Rp. Rp.

347,769,002.00 1,170,535,971.50

220,945,046.36

DAFTAR KUANTITAS KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN UNIT PEKERJAAN No. 1

I. 1 2 3 4 5 6 7 8

: PEMBANGUNAN IPA KAP. 100 LPD & INTAKE : : BOJONG RENGED - KABUPATEN TANGERANG : : 2016 : PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 Uraian

Kuantitas Sesuai RAB

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

2

3

4

5

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 PEKERJAAN TANAH Galian Tanah biasa Urugan dan pemadatan Tanah bekas galian Urugan dan pemadatan pasir bawah lantai Buangan tanah bekas galian tanah Pembersihan Lokasi Pengukuran dan Pemasangan Bouplank Cerucuk Bambu Penahan Tanah Pemindahan Saluran Pembuangan Air

Sub Total - I II.

PEKERJAAN PASANGAN DAN BETON 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) 2 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 153.5 kg/m3) - Plat dinding (pembesian 150 kg/m3) - Beton Trust block 3 Unit Aerator - Balok Beton - Kolom Beton - Pasangan Bata

467.71 40.70 15.00 412.01

m3 m3 m3 m3

69,438.00 30,415.00 319,438.00 30,415.00 15,675.00 69,396.00

32,476,846.98 1,237,890.50 4,791,570.00 12,531,284.15

:

Rp.

51,037,591.63

70.30 m3

845,419.00

170.40 m3 94.50 m3 0.75 m3 2.70 m3 0.81 m3 40.00 m2

Kuantitas Sesuai Pelaksanaan

Harga Satuan (Rp.) 6

2,640.61 402.80 67.35 2,237.81 640.00 118.90 203.25 -

m3 m3 m3 m3 m2 m1 Ttk m1

57,498.84 15,675.00 12,491.28 -

59,432,955.70

33.67 m3

152,175.42

3,950,958.00 3,950,958.00 884,550.00

673,243,243.20 373,365,531.00 663,412.50

275.11 m3 137.55 m3 0.98 m3

1,066,758.66 1,422,344.88 318,438.00

6,936,840.00 6,452,851.00 162,668.00

18,729,468.00 5,226,809.31 6,506,720.00

10.75 m3 4.50 m3 m2

2,497,262.40 2,323,026.36 58,560.48

- Beton Cascade - Beton Sumuran

12.60 m3

4,823,165.00

60,771,879.00

:

Rp.

1,175,640,066.18

Sub Total - II

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

2

3

4

1

III.

PEKERJAAN PERPIPAAN III.1 PIPA INLET a. Pengadaan Material - Pipa Steel DN. 400 mm - Bend Steel DN. 400x 90° - Flange Adaptor DN. 400 - Gate Valve DN. 400 mm - Wallpape DN. 400 mm - Tee Steel DN. 400 x 400 - Loose Flange DN. 400 mm - Mur Baut - Packing DN 400 mm - Pengelasan acc. Pipa III.2 PIPA DRAIN & OVER FLOW a. Pengadaan Material - Pipa GIP Ø 150 mm - Pipa GIP Ø 100 mm - Tee Ø 150 x 100 mm - Tee Ø 150 x 150 mm - Bend Ø 100 / 90° degree - Bend Ø 150 / 90° degree - Gate valve Ø 150 mm - Box Street Ø 150 mm + spidel - Loose Flange Ø 150 mm - Loose Flange Ø 100 mm - Packing Ø 150 mm - Packing Ø 100 mm - Baut Ø 3/4" x 3"

Jumlah Harga (Rp.) 5

m3 18.96 m3

Kuantitas Sesuai Pelaksanaan

1,736,339.40 3,950,958.00

Harga Satuan (Rp.) 6

6.00 1.00 1.00 1.00 1.00 1.00 10.00 54.00 7.00 565.00

m' Unit Unit Unit Unit Unit Unit Unit Unit cm

2,372,369.00 4,480,022.00 4,099,600.00 27,036,714.00 9,173,400.00 5,469,022.00 1,247,545.00 25,800.00 232,200.00 1,637.00

14,234,214.00 4,480,022.00 4,099,600.00 27,036,714.00 9,173,400.00 5,469,022.00 12,475,450.00 1,393,200.00 1,625,400.00 924,905.00

6.00 m' Unit Unit Unit Unit Unit Unit Unit Unit cm

6,421,380.00 873,281.50 -

20.00 3.00 1.00 2.00 1.00 3.00 3.00 3.00 3.00 1.00 6.00 1.00 48.00

m' m' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

388,625.00 257,370.00 1,231,027.00 1,231,028.00 449,076.00 820,958.00 3,251,055.00 134,300.00 403,445.00 373,545.00 83,800.00 41,300.00 19,400.00

7,772,500.00 772,110.00 1,231,027.00 2,462,056.00 449,076.00 2,462,874.00 9,753,165.00 402,900.00 1,210,335.00 373,545.00 502,800.00 41,300.00 931,200.00

m' m' Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit Unit

282,411.50 261,481.50 -

-

Baut Ø 3/8" x 3" Wall pipe all flange Dn 150 mm, L = 60 cm Wall pipe all flange Dn 100 mm, L = 60 cm Pengelasan acc. Pipa

4.00 3.00 1.00 973.40

Sub Total - III

Unit Unit Unit cm

10,600.00 1,427,600.00 1,001,600.00 1,637.00

42,400.00 4,282,800.00 1,001,600.00 1,593,455.80

Rp.

116,197,070.80

:

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

IV.

PEKERJAAN LAIN-LAIN 1 Tangga turun didalam bak (besi Ø 16 mm) 2 Water stop joint (jenis rubber lebar 20 cm)

2.00 Unit 36.00 m'

PEKERJAAN FINISHING 1 Pengecatan bagian besi yang terbuka dengan cat besi 2 Pengecatan bagian dinding yang terbuka dengan cat minyak

900,000.00 2,674,908.00

:

Rp.

3,574,908.00

21.16 m2 18.00 m2

50,494.00 38,142.00

1,068,453.04 686,556.00

:

Rp.

1,755,009.04

:

Rp.

1,348,204,645.65

Sub Total - IV JUMLAH TOTAL ( I + II + III + IV + V + VI )

Cat

: 1 Jasa Upah 18 % dari Harga Rab Termasuk Alat bantu 2 Harga Borongan 36 % Dari Harga Rab a Upah Pekerjaan Beton Tidak Termasuk Pompa( Termasuk Material bekisting ) 3 Harga Borongan 65 % Dari Harga Rab ( Termasuk material ) Terpasang 4 Harga Kerjaan Yg msh 0 % Akan Di Musyawarahkan Kemudian 5 Harga Tsb Di Atas Tidak Termasuk Biaya Kordinasi Lingkungan

Cara Pembayaran

5

450,000.00 74,303.00

Sub Total - IV V.

Jumlah Harga (Rp.)

: 1 Dp 20 % Setelah Penandatangan kontrak 2 Selanjutnya Progres 2 Mingguan Di kurangi Dp Secara Proporsional

Unit Unit Unit cm

Kuantitas Sesuai Pelaksanaan

999,320.00 701,120.00 -

Harga Satuan (Rp.) 6

Unit m'

m2 m2

315,000.00 13,374.54

9,088.92 6,865.56

Unit Pekerjaan

:

PEMBUATAN BANGUNAN INTAKE

No.

Uraian

KUANTITAS

Harga Satuan (Rp.)

1

2

3

4

Jumlah Harga (Rp.) 5

Kuantitas Sesuai Pelaksanaan

Harga Satuan (Rp.)

PEMBUATAN BANGUNAN INTAKE

A.

I.

PEKERJAAN PERSIPAN 1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

II.

15,675.00 69,396.00 665,473.00

9,734,175.00 43,094,916.00 16,636,825.00

m2 m' m'

12,491.28 -

668.15 15.00 40.70 183.74

m3 m3 m3 m3

92,400.00 270,175.00 319,438.00 50,875.00

61,737,060.00 4,052,625.00 13,001,126.60 9,347,772.50

m3 m3 m3 m3

48,631.50 -

37.50 m3 84.86 m3 10.00 bh

4,823,165.00 4,823,165.00 7,500,000.00

180,868,687.50 409,293,781.90 75,000,000.00

m3 m3 bh

1,736,339.40 1,736,339.40 -

:

Rp.

822,766,969.50

PEKERJAAN TANAH DAN URUGAN 1 Galian tanah keras 2 Urugan pasir 3 Urugan di belakang pasangan dengan material bekas galian 4 Buangan bekas galian tanah

III.

621.00 m2 621.00 m' 25.00 m'

PEKERJAAN MULUT INTAKE 1 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 80 kg/m3 + Bekisting) - Beton penahan tanah (pembesian 115,9 kg/m3 + Bekisting) 2 Pekerjaan Sheet Pile

JUMLAH TOTAL A .

B.

PEKERJAAN BORING HORIZONTAL DN. 600 MM

1 Pembersihan lokasi intake 2 Pengukuran dan pemasangan Bouwplank 3 Pembuatan Kisdam

JUMLAH TOTAL B. TOTAL (A + B)

100.00 m' 6.00 bh 100.00 m'

1,970,695.00 11,378,067.00 824,311.00

197,069,500.00 68,268,402.00 82,431,100.00

: :

Rp. Rp.

347,769,002.00 1,170,535,971.50

m' bh m'

-

Jumlah Harga Upah ( Rp.)

KET

7

8

862,482.60 1,485,213.19 -

0% 0% 18% 0% 0% 18% 18% 18%

2,347,695.79 10,697,932.03

18%

181,775,675.66 134,411,591.16 238,828.50

27% 36% 36%

6,742,608.48 1,881,651.35 2,342,419.20

36% 36% 36%

21,877,876.44 -

36%

359,968,582.82 Jumlah Harga Upah ( Rp.)

KET

7

8

6,421,380.00 8,732,815.00 -

0% 0% 0% 0% 70% 0% 70% 0% 0% 0%

847,234.50 261,481.50 -

0% 0% 0% 0% 0% 0% 0% 0% 70% 70% 0% 0% 0%

2,997,960.00 701,120.00 -

0% 70% 70% 0%

19,961,991.00 Jumlah Harga Upah ( Rp.)

KET

7

8

630,000.00 481,483.44

70% 18%

1,111,483.44 192,321.55 123,580.08

315,901.63 383,705,654.68

Bekasi ,19 Januari 2017

Endang Setiawan

18% 18%

Jumlah Harga Upah ( Rp.)

KET

6

7

7,757,084.88 -

0% 18% 0%

729,472.50 -

0% 18% 0% 0%

65,112,727.50 147,345,761.48 -

36% 36% 0%

220,945,046.36

-

220,945,046.36

0% 0% 0%

Unit Pekerjaan

: PEMBUATAN BANGUNAN SUMP PIT AIR BAKU KAP 100 M3

No.

Uraian

Volume

Harga Satuan (Rp.)

1

2

3

4

I.

PEKERJAAN TANAH

1 2 3 4

Galian Tanah biasa, kedalaman 1 m Urugan pasir Urugan bekas Galian Buangan tanah bekas galian

668.15 15.00 40.70 627.45

m3 m3 m3 m3

69,438.00 270,175.00 50,875.00 30,415.00

:

Rp.

1.30 m3

884,550.00

16.58 m3 132.48 m3 3.24 m3

5,353,905.00 5,353,906.00 5,353,907.00

Sub Total - I II. PEKERJAAN PASANGAN 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) 2 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : - Plat lantai (pembesian 153.5 kg/m3) - Plat dinding (pembesian 150 kg/m3) - Balok atap 25/45 (pembesian 200 kg/m3) 3 Plester 1 : 2 kedap air untuk : - Lantai - Dinding Dalam - Dinding Luar - Balok Atap 4 Pengecatan Water Proofing : - Lantai - Dinding Dalam

3.32 105.98 84.86 3.24

m2 m2 m2 m2

89,643.00 89,644.00 89,645.00 89,646.00

16.58 m2 105.98 m2

20,834.00 20,835.00

:

Rp.

Sub Total - II III. PEKERJAAN LAIN-LAIN & PENYELESAIAN 1 Pengecatan bagian besi yang terbuka dengan cat be 2 Pengecatan bagian dinding yang terbuka dengan cat mi 3 Water Stop 4 Pintu air penstock, L = 2,0 M', T = 5 M' (incl. Motor) 5 Grill plat baja 6 Bar screen uk 300 x 200 cm 7 Fine screen uk 300 x 200 cm (semi otomatis) 8 Tangga monyet

Sub Total - III JUMLAH TOTAL ( I + II + III )

5.60 126.00 36.00 2.00 36.00 1.00 1.00 3.00

m2 m2 m' Unit Unit Unit Unit Unit

: :

50,494.00 38,142.00 1,022,500.00 55,994,351.00 1,719,512.00 42,987,806.00 250,000,000.00 850,000.00

Rp. Rp.

SUMP PIT AIR BAKU KAP 100 M3

Jumlah Harga (Rp.)

Jumlah Harga Upah (20 % Rp.)

KET

5

6

7

0% 18% 0% 0%

46,394,999.70 4,052,625.00 2,070,612.50 19,083,891.75

729,472.50 -

71,602,128.95

729,472.50

1,149,915.00

206,984.70

18%

88,767,744.90 709,285,466.88 17,346,658.68

23,967,291.12 255,342,768.08 6,244,797.12

27% 36% 36%

297,614.76 9,500,471.12 7,607,274.70 290,453.04

53,570.66 1,710,084.80 1,369,309.45 52,281.55

18% 18% 18% 18%

345,427.72 2,208,093.30

62,176.99 397,456.79

18% 18%

836,799,120.10

288,947,087.48

282,766.40 4,805,892.00 36,810,000.00 111,988,702.00 61,902,432.00 42,987,806.00 250,000,000.00 2,550,000.00

50,897.95 865,060.56 23,926,500.00 40,236,580.80 1,657,500.00

511,327,598.40 1,419,728,847.45

66,736,539.31 356,413,099.29

18% 18% 65% 0% 65% 0% 0% 65%

DAFTAR KUANTITAS DAN HARGA ADENDUM KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN Unit Pekerjaan

: PEMBANGUNAN IPA KAP. 100 LPD & INTAKE : : BOJONG RENGED - KABUPATEN TANGERANG : : 2016 : Instalasi Pengolahan Air (IPA) Kapasitas Produksi 100 ltr/det

No.

Uraian

Kuantitas Sesuai Adendum

1

2

3

I.

PEKERJAAN TANAH

1 2 3 4 5 6

Pekerjaan Pembersihan Lahan Pekerjaan Galian Tanah Berbatu Pekerjaan Galian Untuk Sloope, Poor, dan Lantai Dasar Urugan dan pemadatan tanah kembali Pembuangan tanah Urugan Batu belah

II.

Sub Total - I PEKERJAAN BANGUNAN PRODUKSI

A. B.1

B.2

Pekerjaan Pondasi - Tiang Pancang Pekerjaan Beton Mutu K - 225, Un- 24 Termasuk Bekisting - Beton Lantai Kerja Pekerjaan Beton Mutu K - 300, Un- 24 Termasuk Bekisting - Lantai - Dinding - Balok kolom - Atap - Tangga - Beton Rabat Pd Bak Penampung lumpur

471.07 000 52.09 38.40 195.41 53.04

m2 m3 m3 m3 m3 m3

:

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

4

5

15,675 #DIV/0! 85,394 50,875 30,415 255,488

7,383,944 4,448,148 1,953,600 5,943,334 13,551,084

Harga Sub Cont % (Rp.) 6

7

18%

2,821

18% 18% 0% 0%

15,371 9,158 -

Rp.

33,280,110

m'

540,128

362,965,848

0%

15.22 m3

845,142

12,863,054

18%

152,125

4,976,028 5,469,521 6,216,523 6,216,523 7,089,703 5,469,521 1,136,671

641,758,322 1,601,147,557 16,473,787 5,843,532 120,099,572 33,856,335 9,673,073

27% 36% 36% 36% 36% 36% 18%

1,343,528 1,969,028 2,237,948 2,237,948 2,552,293 1,969,028 204,601

672.00

128.97 292.74 2.65 0.94 16.94 6.19 8.51

m3 m3 m3 m3 m3 m3 m3

Jumlah Harga Sub ( Rp.)

Bobot Prestasi

8

9

%

1,329,110 800,667 351,648

100%

2,481,425

0%

2,315,350

100%

173,274,747 576,413,121 5,930,563 2,103,672 43,235,846 12,188,280 1,741,153

100% 100% 100% 100% 100% 100% 100%

100% 100%

C.

- Pasangan Bata Ringan ( Hebel ) Pekerjaan Pengadaan dan Pemasangan Pipa Steel dan Assesoriesnya : Pipa Inlet : - Pengelasan acc. Pipa - WallPipe DN 350 SingglePlange

54.75 m3

1,154,500

63,208,875

18%

207,810

11,377,598

100%

109.9 m' 1.0 Unit

1,610 6,158,900

176,983 6,158,900

65% 65%

1,047 4,003,285

115,039 4,003,285

100% 100%

No.

Uraian

Kuantitas Sesuai Adendum

1

2

3

Pipa Drainase / Penguras - Pipa Steel DN. 250 mm - Pipa Steel DN. 150 mm - Wallpipe DN. 250 mm - Wallpipe DN. 150 mm - Loose Flange DN. 250 mm - Loose Flange DN. 150 mm - Pengelasan acc. Pipa Pipa Overflow : - Wallpipe DN. 150 mm - Loose Flange DN. 150 mm - Pengelasan acc. Pipa Pipa Outlet : - Pengelasan acc. Pipa - Wallpipe DN. 250 mm - Loose Flange DN. 250 mm Pipa Back Wash : - Loose Flange DN. 250 mm - Wallpipe DN. 250 mm - Pengelasan acc. Pipa Pipa Blower :

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

4

5

Harga Sub Cont % (Rp.) 6

7

Jumlah Harga Upah ( Rp.)

Bobot Prestasi

8

9

%

m' m' Unit Unit Unit Unit cm'

1,732,158 1,062,065 2,231,000 1,427,600 516,835 403,445 1,610

8,660,791 15,187,525 4,462,000 14,276,000 1,033,670 4,034,453 1,011,331

65% 65% 65% 65% 70% 70% 65%

1,125,903 690,342 1,450,150 927,940 361,785 282,412 1,047

5,629,514 9,871,891 2,900,300 9,279,400 723,569 2,824,117 657,365

100% 100% 100% 100% 100% 100% 100%

1.0 Unit 1.0 Unit 47.1 cm'

1,427,600 403,445 1,610

1,427,600 403,445 75,850

65% 70% 65%

927,940 282,412 1,047

927,940 282,412 49,302

100% 100% 100%

235.5 cm' 3.0 Unit 3.0 Unit

1,610 2,231,000 516,835

379,249 6,693,000 1,550,505

65% 65% 70%

1,047 1,450,150 361,785

246,512 4,350,450 1,085,354

100% 100% 100%

3.0 Unit 3.0 Unit 235.5 cm'

516,835 2,231,000 1,610

1,550,506 6,693,000 379,249

70% 65% 65%

361,785 1,450,150 1,047

1,085,354 4,350,450 246,512

100% 100% 100%

5.0 14.3 2.0 10.0 2.0 10.0 628.0

- Pengelasan acc. Pipa - Wallpipe DN. 250 mm - Loose Flange DN. 250 mm - Wallpipe DN. 150 mm - Pipa Steel DN. 150 mm - Bend Steel DN. 200 mm x 90° - Dop/ Plat DN 250 - Dop/ Plat DN 150 Pipa Penguras Filter : - Pengelasan acc. Pipa - Loose Flange DN. 250 mm - Wallpipe DN. 150 mm Pipa Pengantar Filtrasi : - Pipa Steel DN. 250 mm - Pengelasan acc. Pipa - Wallpipe DN. 250 mm

cm' Unit Unit Unit Unit Unit Unit Unit

96 2,231,000 516,835 2,364,411 1,389,617 1,143,560 72,000 42,925

379,249 6,693,000 1,550,505 17,023,757 65,034,084 6,861,360 216,000 1,545,300

65% 65% 70% 65% 0% 0% 0% 0%

63 1,450,150 361,785 1,536,867 -

246,512 4,350,450 1,085,354 11,065,442 -

100% 100% 100% 100%

141.30 cm' 3.00 Unit 3.00 Unit

1,610 403,445 1,427,600

227,550 1,210,335 4,282,800

65% 70% 65%

1,047 282,412 927,940

147,907 847,235 2,783,820

100% 100% 100%

3.00 Unit 3.00 cm' 3.00 Unit

516,835 126,416 2,231,000

1,550,506 379,249 6,693,000

0% 65% 65%

82,171 1,450,150

246,512 4,350,450

100% 100%

3,940.00 3.00 3.00 7.20 46.80 6.00 3.00 36.00

No.

Uraian

Kuantitas Sesuai Adendum

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

1

2

3

4

5

D.

Pipa Outlet Backwash - Loose Flange DN. 200 mm - Wallpipe DN. 200 mm - Pengelasan acc. Pipa Media Filter - Pasir Silica - Gravel - Pekerjaan Nozzle

Harga Sub Cont % (Rp.) 6

7

Jumlah Harga Upah ( Rp.)

Bobot Prestasi

8

9

%

3.00 Unit 3.00 Unit 235.50 cm'

516,835 2,231,000 1,610

1,550,505 6,693,000 379,249

70% 65% 65%

361,785 1,450,150 1,047

1,085,354 4,350,450 246,512

100% 100% 100%

55.12 m3 7.87 m3 2,916.00 bh

978,047 684,823 22,000

53,909,942 5,389,555 64,152,000

0% 0% 18%

3,960

11,547,360

100%

III. 1 2 3 4 5 6 7 8

Sub Total - II PEKERJAAN BESI BAJA & SETLLER Water stop 3/200 mm dari plat baja Pekerjaan Tiang Hand Realing dari pipa dia. 2 " Pekerjaan Hand Realing dari pipa dia. 2 " Pekerjaan Setler Stenliess Grill di Flokulator Pintu Besi galpanis uk. 0,5 x 0.5 m (unit sedimentasi) Pintu Besi galpanis uk. 0,5 x 0.8 m (unit sedimentasi) Rangka Atap dengan Tutup Canopy

V.

Sub Total - III PEKERJAAN SITE Sal drainase bentuk Trapesium Trbuat dari Batu kali Sub Total - IV PEKERJAAN LAIN-LAIN

1 2

Pekerjaan Pengecatan Pekerjaan Akhir / Finishing

IV.

Sub Total - V JUMLAH TOTAL ( I + II + III + IV + V )

: 201.6 68.9 189.0 1,152.0 16.6 3.0 2.0 156.3

m' m' m' bh Unit Unit Unit m2

: 84

m'

: 1.00 1.00

Ls Ls

: :

Rp.

3,193,730,847

258,505 423,683 1,000,000 1,875,000 1,072,198 5,254,666 8,865,670 934,225

52,114,634 29,179,030 189,000,000 2,160,000,000 17,777,045 15,763,997 17,731,340 146,019,390

Rp.

2,568,981,104

15,675

1,316,700

Rp.

1,316,700

20,000,000 10,000,000

20,000,000 10,000,000

Rp. Rp.

30,000,000 5,827,308,761

65% 65% 65% 0% 65% 0% 0% 0%

0%

168,028 275,394 650,000 696,929 -

-

919,562,468

84%

33,874,512 18,966,370 122,850,000 11,555,079 -

100% 100% 100%

187,245,961

3%

100%

-

18% 18%

3,600,000 1,800,000

3,600,000 1,800,000

5,400,000 1,114,689,854

100% 100% 0 100%

PEKERJAAN TAMBAHAN

No.

Uraian

Kuantitas Sesuai Adendum

1

2

3

I

Sub Total - I

Sub Total - II

5

6

Jumlah Harga Upah ( Rp.)

Bobot Prestasi

7

9

%

69 m' 102 m' 8.9 m3

:

423,956 1,000,000

29,252,930 102,000,000

Rp.

131,252,930

763,000 763,000 1,139,167 260,015 495,089 1,450,000 4,976,028 1,139,167

228,900,000 67,907,000 131,288,997 47,742,489 87,533,592 4,350,000 29,856,168 -

Rp.

597,578,246

1,022,500 9,173,400 2,231,000

166,667,500 18,346,800 18,346,800

Rp.

185,014,300

2,231,000 2,231,000

8,924,000 13,386,000

Rp.

22,310,000

65% 65%

275,571 650,000

19,014,404 66,300,000

100% 100%

85,314,404

300 m' 89 m' 115.25 m3 41.91 m2 76.84 m3 3 Bh 6 m3 m3

:

18% 18% 18% 18% 18% 18% 36% 18%

137,340 137,340 205,050 46,803 89,116 261,000 1,791,370 205,050

41,202,000 12,223,260 23,632,019 1,961,501 6,847,675 783,000 10,748,220 -

100% 100% 0% 0% 0% 0% 100%

97,397,676

PEKERJAAN Di RESERVOAR 1 Pemasangan Waterstop 2 Pemasangan Wallpipe DN 400 3 Pemasangan Wallpipe DN 200

Sub Total - III IV

4

Harga Sub Cont % (Rp.)

Pekerjaan Jln dan saluran 1 Pemasangan U Ditch 40 x 60 2 Pemasangan U Ditch 50 x 50 3 Pekerjaan Beton K 300 4 Pekerjaan bekisting Jalan 5 Lapis bawah Pondsi ( Base Cos ) 6 Pekerjaan Manhole 60 X 60 7 Pekerjaan Bak camber 8 Pekerjaan Rabat Beton

III

Jumlah Harga (Rp.)

Pekerjaan di Prasedimen 1 Pekerjaan Tiang Hand Realing dari pipa dia. 2 " 2 Pekerjaan Hand Realing dari pipa dia. 2 " 3 Pekerjaan Rabat D bak Penampung lumpur

II

Harga Satuan (Rp.)

PEKERJAAN SDB 1 Wallpipe DN 200 2 Pemasangan Wallpipe DN 200 ( Upah )

Sub Total - IV

163.00 m' 2.00 bh 2.00 bh

: 4.00 bh 6.00 bh

:

18% 18% 18%

184,050 1,651,212 401,580

30,000,150 3,302,424 803,160

100% 100% 100%

33,302,574 65% 18%

1,450,150 401,580

5,800,600 2,409,480

8,210,080

100% 100%

JUMLAH TOTAL ( I + II )

:

Rp.

936,155,475

224,224,734

85.18

Jumlah Harga (Rp.) 10

1,329,110 800,667 351,648 -

2,481,425

2,315,350

173,274,747 576,413,121 5,930,563 2,103,672 43,235,846 12,188,280 1,741,153

11,377,598

115,039 4,003,285

Jumlah Harga (Rp.) 10

5,629,514 9,871,891 2,900,300 9,279,400 723,569 2,824,117 657,365 927,940 282,412 49,302 246,512 4,350,450 1,085,354 1,085,354 4,350,450 246,512

246,512 4,350,450 1,085,354 11,065,442 147,907 847,235 2,783,820 246,512 4,350,450

Jumlah Harga (Rp.) 10

1,085,354 4,350,450 246,512

11,547,360

919,562,472 33,874,512 18,966,370 122,850,000 11,555,079 -

187,245,961

3,600,000 1,800,000

5,400,000 1,114,689,858

415 69.166666667

Jumlah Harga (Rp.) 10

19,014,404 66,300,000

291

14

85,314,404

41,202,000 12,223,260 -

10,748,220

64,173,480

30,000,150 3,302,424 803,160

33,302,574 5,800,600 2,409,480

8,210,080

136.125

191,000,539

No.

Volume Sesuai Pelaksanaan 292.89

Uraian Pekerjaan DINDING

PLAT DINDING TEBAL 40 CM

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

Pajang

=

10.40 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

VOLUME

=

2.00 ddg ( 8,75 x 5,8 x 0,4 ) x 2 =

40.60 m3

2.00 ddg ( 10,4 x 5,8 x 0,4 ) x 2 =

48.26 m3

Sedimen Pajang

=

11.33 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 11,33 x 5,8 x 0,4 ) x 1 =

Pajang

=

8.68 m

Tinggi

=

5.80 m

Tebal

=

0.40 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 8,684 x 5,8 x 0,4 ) x 1 =

26.29 m3

20.15 m3 135.29 m3

PLAT DINDING TEBAL 30 CM

Filter Pajang

=

8.75 m

Tinggi

=

5.80 m

Tebal

=

0.30 sisi

Jumlah Dinding

=

VOLUME

=

( 8,75 x 5,8 x 0,3 ) x 2 =

Pajang

=

7.17 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 7,17 x 5,8 x 0,3 ) x 1 =

Pajang

=

8.36 m

Tinggi

=

2.66 m

Tebal

=

0.30 m

Jumlah Dinding

=

VOLUME

=

2.00 ddg 30.45 m3

Sedimen

12.48 m3

1.00 ddg ( 8,364 x 2,662 x 0,3 ) x 1 =

6.68 m3

KOAGULATOR Pajang

=

1.35 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 1,35 x 5,8 x 0,3 ) x 2 =

Pajang

=

1.42 m

Tinggi

=

5.80 m

4.70 m3

Tebal

=

Jumlah Dinding

=

0.30 m 3.00 ddg

VOLUME

=

( 1,424 x 5,8 x 0,3 ) x 3 =

Pajang

=

1.86 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,864 x 5,8 x 0,3 ) x 1 =

No.

7.43 m3

3.24 m3

Volume Sesuai Pelaksanaan

Uraian Pekerjaan FLOKULATOR Pajang

=

1.20 m

Tinggi

=

5.80 m

Tebal

=

0.30 m

Jumlah Dinding

=

25.00 ddg

VOLUME

=

( 1,2 x 5,8 x 0,3 ) x 25 =

52.20 m3 117.18 m3

PLAT DINDING TEBAL 25 CM KOAGULATOR Pajang

=

8.71 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

2.00 ddg

VOLUME

=

( 8,714 x 1,797 x 0,25 ) x 2

Pajang

=

1.40 m

Tinggi

=

2.08 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 2,08 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.80 m

Tebal

=

0.25 m

Jumlah Dinding

=

VOLUME

=

( 1,4 x 1,8 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.30 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,299 x 0,25 ) x 1 =

Pajang

=

1.40 m

Tinggi

=

1.25 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 1,4 x 1,252 x 0,25 ) x 1 =

7.83 m3

0.73 m3

1.00 ddg 0.63 m3

0.45 m3

0.44 m3

FILTER Pajang

=

10.40 m

Tinggi

=

1.16 m

Tebal

=

0.25 m

Jumlah Dinding

=

1.00 ddg

VOLUME

=

( 10,4 x 1,16 x 0,25 ) x 1 =

3.02 m3 13.10 m3

PLAT DINDING TEBAL 20 CM PLATE SETTLER

Pajang

=

8.71 m

Tinggi

=

0.55 m

Tebal

=

0.20 m

Jumlah Dinding

=

8.00 ddg

VOLUME

=

( 8,714 x 0,55 x 0,2 ) x 8 =

7.67 m3

PLAT DINDING TEBAL 15 CM PLATE SETTLER Pajang

=

8.71 m

Tinggi

=

1.88 m

Tebal

=

0.15 m

Jumlah Dinding

=

VOLUME

=

8.00 ddg ( 8,714 x 1,88 x 0,15 ) x 8 =

19.66 m3

Volume Sesuai Pelaksanaan m3 saluran Dinding 50 Cm Dinding1 50 Cm

panjang Tebal tinggi 7.2 0.15 7.2 0.2 7.2 0.15

jumlah 0.4 0.5 1.5

6 4 4

2.592 2.88 6.48 11.952 2 23.904 17.311 41.215

Volume Sesuai Pelaksanaan

DAFTAR KUANTITAS DAN HARGA KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN Unit Pekerjaan

: : : : :

PEMBANGUNAN IPA KAP. 100 LPD & INTAKE

BOJONG RENGED - KABUPATEN TANGERANG Rp. 8,004,183,755,00 2016 : Instalasi Pengolahan Air (IPA) Kapasitas Produksi 100 ltr/det

No.

Uraian

Kuantitas Sesuai RAB

1

2

3

I.

PEKERJAAN TANAH

1 2 3 4 5 6 7

Pekerjaan Pembersihan Lahan Pekerjaan Galian Tanah Berbatu Pekerjaan Galian Untuk Sloope, Poor, dan Lantai Dasar Urugan dan pemadatan tanah kembali Pembuangan tanah Pengukuran dan pemasangan Bouwplank Urugan Base Cos

II.

Sub Total - I PEKERJAAN BANGUNAN PRODUKSI

A. B.

C.

Pekerjaan Pondasi - Bobok Pancang Pekerjaan Beton Mutu K - 225, Un- 24 Termasuk Bekisting - Lantai - Dinding - Balok - Atap - Tangga - Beton Lantai Kerja - Pasangan Batu Kali 1 : 4 Pekerjaan Pengadaan dan Pemasangan Pipa Steel dan Assesoriesnya :

553.67 000 123.75 287.85 863.54

m2 m3 m3 m3 m3

Harga Satuan (Rp.)

Jumlah Harga (Rp.)

4

5

15,675.00 92,400.00 85,388.00 50,875.00 30,415.00

8,678,777.25 10,566,765.00 14,644,368.75 26,264,569.10

Kuantitas Sesuai Pelaksanaan

Harga Satuan Sub (Rp.) 6

557.06 -

107.40 104.49

15,675.00 92,400.00 85,388.00 50,875.00 30,415.00 69,396 -

:

Rp.

60,154,480.10

34.0 bh

3,175,949.00

107,982,266.00

48.00

50,000.00

4,823,165.00 5,353,905.00 6,063,661.00 6,936,840.00 5,353,905.00 845,419.00 888,425.00

613,988,904.50 2,772,252,009.00 42,445,627.00 205,330,464.00 64,246,860.00 71,776,073.10 172,532,135.00

128.97 292.89 2.65 16.94 6.19 15.22 54.75

4,823,165.00 5,353,905.00 6,063,661.00 6,936,840.00 5,353,905.00 845,419.00 888,425.00

127.3 517.8 7.0 29.6 12.0 84.9 194.2

m3 m3 m3 m3 m3 m3 m3

Pekerjaan Pengadaan dan Pemasangan Pipa Steel dan Assesoriesnya : Pipa Inlet :

No. 1

Uraian

KUANTITAS

Harga Satuan (Rp.)

2

3

4

Pipa Drainase / Penguras - Pipa Steel DN. 250 mm - Pipa Steel DN. 150 mm - Wallpipe DN. 250 mm - Wallpipe DN. 150 mm - Loose Flange DN. 250 mm - Loose Flange DN. 150 mm Pipa Overflow : - Pipa Steel DN. 150 mm - Wallpipe DN. 150 mm - Loose Flange DN. 150 mm Pipa Outlet : Pipa Back Wash : - Pipa Steel DN. 250 mm - Bend Steel DN. 250 x 90°

36.0 38.0 2.0 10.0 4.0 20.0

6

62,357,688.00 40,358,470.00 4,462,000.00 14,276,000.00 2,067,340.00 8,068,900.00

6.00 9.00 9.00 10.00 11.00 12.00

1,732,158.00 1,062,065.00 2,231,000.00 1,427,600.00 516,835.00 403,445.00

24.0 m' 2.0 Unit 12.0 Unit

1,062,065.00 1,427,600.00 403,445.00

25,489,560.00 2,855,200.00 4,841,340.00

24.00 -

1,062,065.00 1,427,600.00 403,445.00

120.0 m' 1.0 Unit

1,732,158.00 1,143,560.00

207,858,960.00 1,143,560.00

120.00 1.00

1,732,158.00 1,143,560.00

Uraian

KUANTITAS

1

2

3

4

Sub Total - II

Harga Satuan Sub (Rp.)

1,732,158.00 1,062,065.00 2,231,000.00 1,427,600.00 516,835.00 403,445.00

No.

D.

5

Kuantitas Sesuai Pelaksanaan

m' m' Unit Unit Unit Unit

Harga Satuan (Rp.)

- Loose Flange DN. 250 mm - Wallpipe DN. 250 mm Pipa Blower : Pipa Penguras Filter : - Wallpipe DN. 200 mm Pipa Pengantar Filtrasi : Media Filter - Pasir Silica - Gravel - Pekerjaan Nozzle

Jumlah Harga (Rp.)

Jumlah Harga (Rp.) 5

Kuantitas Sesuai Pelaksanaan

Harga Satuan Sub (Rp.) 6

20.0 Unit 3.0 Unit

516,835.00 2,231,000.00

10,336,700.00 6,693,000.00

516,835.00 2,231,000.00

3.0 Unit

1,508,200.00

4,524,600.00

1,508,200.00

54.5 m3 23.4 m3 2,800.0 bh

978,000.00 684,600.00 22,000.00

53,301,000.00 16,019,640.00 61,600,000.00

Rp.

4,663,227,355.80

:

54.50 23.40 2,800.00

978,000.00 684,600.00 22,000.00

No. 1

Uraian

KUANTITAS

Harga Satuan (Rp.)

2

3

4

III.

PEKERJAAN BESI BAJA & SETLLER

1 2 3 4 5 6 7 8 9 10 11

Pekerjaan Settler Fiber Glass Plat Gutter Filter dari baja 6 mm Grill di Flokulator Grill Saluran Talang Pintu Besi uk. 2.1 x 0.8 m (unit sedimentasi) Rangka Atap dengan Tutup Canopy Water stop 3/200 mm dari plat baja Plat False bottom filter dari stainless 8 mm dilubangi) Pekerjaan Tiang Hand Realing dari pipa dia. 2 " Pekerjaan Hand Realing dari pipa dia. 2 " Biaya perakitan & erection

1,100.0 7,132.8 23.4 5.8 3.4 1.0 286.0 3,798.0 66.0 120.0 1

Sub Total - III IV.

lbr kg Unit Unit m2 Unit m' kg m' m' Ls

:

Jumlah Harga (Rp.) 5

1,875,000.00 24,000.00 2,865,854.00 2,865,854.00 3,738,927.00 13,500,000.00 258,500.00 69,000.00 423,955.00 1,000,000.00 51,300,443.00

2,062,500,000.00 171,187,200.00 67,060,983.60 16,621,953.20 12,712,351.80 13,500,000.00 73,931,000.00

Rp.

2,565,494,518.60

15,675.00

1,097,250.00

Rp.

1,097,250.00

20,000,000.00 10,000,000.00

20,000,000.00 10,000,000.00

Rp. Rp.

30,000,000.00 7,319,973,604.50

27,981,030.00 120,000,000.00 -

Kuantitas Sesuai Pelaksanaan

Harga Satuan Sub (Rp.) 6

1,100.00 7,132.80 16.65 5.80 3.40 156.30 201.60 3,798.00 68.82 130.40 1.00

1,875,000.00 24,000.00 1,426,200.00 2,865,854.00 3,738,927.00 900,000.00 258,500.00 69,000.00 423,955.00 1,000,000.00 51,300,443.00

70.00

15,675.00

1.00 1.00

20,000,000.00 10,000,000.00

PEKERJAAN SITE Saluran drainase bentuk trapesium terbuka tersebut dari pasangan batu kali (uk. sesuai gambar)

V.

Sub Total - IV PEKERJAAN LAIN-LAIN

1 2

Pekerjaan Pengecatan Pekerjaan Akhir / Finishing

Sub Total - V JUMLAH TOTAL ( I + II + III + IV + V )

70.00

m'

: 1.00 1.00

Ls Ls

: :

Cat

:

1 Jasa Upah 18 % dari Harga Rab Termasuk Alat bantu 2 Harga Borongan 38 % Dari Harga Rab a Upah Pekerjaan Beton Tidak Termasuk Pompa( Termasuk Material bekisting ) 3 Harga Borongan 70 % Dari Harga Rab ( Termasuk material ) Terpasang 4 Harga Tsb Di Atas Tidak Termasuk Biaya Kordinasi Lingkungan 5 Harga Kerjaan Yg msh 0 % Akan Di Musyawarahkan Kemudian

Cara Pembayaran

:

1 Dp 20 % Setelah Penandatangan kontrak

2 Selanjutnya Progres 2 Mingguan Di kurangi Dp Secara Proporsional

Jumlah Harga Upah ( Rp.)

Sub

Ket

Bobot Prestasi

Jumlah Harga (Rp.)

7

8,731,915.50 7,453,130.40 -

1,571,745 1,341,563 -

16,185,045.90

2,913,308.26

2,400,000.00 622,043,590.05 1,568,115,372.53 16,068,701.65 117,510,069.60 33,140,671.95 12,867,277.18 48,641,268.75

2,400,000 167,951,769 564,521,534 5,784,733 42,303,625 11,930,642 2,316,110 8,755,428

18% 0% 0% 0% 0% 18% 18%

100%

100% 100%

1,571,745 1,341,563 -

2,913,308.26

27% 36% 36% 36% 36% 18% 18%

100% 100% 100% 100% 100% 100% 100%

167,951,769 564,521,534 5,784,733 42,303,625 11,930,642 2,316,110 8,755,428

Jumlah Harga Upah ( Rp.) 7

70% 70% 65% 65% 65% 65%

100% 100% 100% 100% 100% 100%

-

65% 65%

100% 100%

-

-

-

65% 65%

100% 100%

-

-

-

65%

100%

-

10,392,948.00 9,558,585.00 20,079,000.00 14,276,000.00 5,685,185.00 4,841,340.00 25,489,560.00 -

7,275,064 6,691,010 13,051,350 9,279,400 3,695,370 3,146,871

7,275,064 6,691,010 13,051,350 9,279,400 3,695,370 3,146,871

207,858,960.00 1,143,560.00

Jumlah Harga Upah ( Rp.) 7

53,301,000.00 16,019,640.00 61,600,000.00

2,874,670,920.01

853,357,777.33

850,957,777.33

Jumlah Harga Upah ( Rp.) 7

2,062,500,000.00 171,187,200.00 23,746,230.00 16,621,953.20 12,712,351.80 140,670,000.00 52,113,600.00 262,062,000.00 29,176,583.10 130,400,000.00 51,300,443.00

15,435,050 8,263,029 91,435,500 33,873,840 18,964,779 84,760,000 -

2,952,490,361.10

252,732,197.19

1,097,250.00

197,505.00

1,097,250.00

197,505.00

20,000,000.00 10,000,000.00

3,600,000 1,800,000

30,000,000.00 5,874,443,577.01

5,400,000.00 1,114,600,787.78

0% 0% 0% 0% 0% 0% 0% 0% 0% 0% 0%

-

-

18%

0%

-

18% 18%

0% 0%

-

853,871,085.59

#REF!

565,236,115

#REF!

1,419,107,201

1,138,744,263 Bekasi ,19 Januari 2017

0% 0% 65% 0% 65% 65% 65% 0% 65% 65% 0%

Endang Setiawan

KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN Unit Pekerjaan

NO

URAIAN PEKERJAAN

: : : : :

PEMBANGUNAN IPA KAP. 100 LPD & INTAKE

BOJONG RENGED - KABUPATEN TANGERANG Rp. 2016 : Instalasi Pengolahan Air (IPA) Kapasitas Produksi 100 ltr/det SESUAI KONTRAK HARGA VOLUME SAT SATUAN (Rp.)

I.

PEKERJAAN TANAH

1 2 3 4 5 6

Pekerjaan Pembersihan Lahan Pekerjaan Galian Tanah Berbatu Pek- Galian Untuk Sloope, Poor, dan Lantai Dasar Urugan dan pemadatan tanah kembali Pembuangan tanah Urugan batu Belah

II.

Sub Total - I PEKERJAAN BANGUNAN PRODUKSI

A. B.

Pekerjaan Pondasi Tiang Pancang Pek- Beton Mutu K - 225, Un- 24 Termasuk Bekisting Lantai Dinding Balok Atap Tangga Beton Lantai Kerja Pasangan Batu Kali 1 : 4

553.67 000 123.75 287.85 863.54

m2 m3 m3 m3 m3

15,675 92,400 85,388 50,875 30,415

JUMLAH HARGA

PEKERJAAN TAMBAH HARGA JUMLAH VOLUME SATUAN HARGA

(Rp.)

(Rp.)

8,678,777 10,566,765 14,644,369 26,264,569 60,154,480

34.0

bh

3,175,949

127.3 517.8 7.0 29.6 12.0 84.9 194.2

m3 m3 m3 m3 m3 m3 m3

4,823,165 5,353,905 6,063,661 6,936,840 5,353,905 845,419 888,425

(Rp.)

107,982,266 613,988,905 2,772,252,009 42,445,627 205,330,464 64,246,860 71,776,073 172,532,135

-

C.

NO

Pek- Pengadaan Pemsngan Pipa Steel dan asesoris Pipa Inlet : Pipa Steel DN. 400 mm Bend Steel DN. 400 x 90° Butterfly Valve DN. 400 mm Loose Flange DN. 400 mm Wallpape DN. 400 mm Packing DN. 400 mm Mur - Baut Ø3/4" x 3" Pengelasan acc. Pipa Pipa Drainase / Penguras Pipa Steel DN. 250 mm Pipa Steel DN. 150 mm Wallpipe DN. 250 mm Wallpipe DN. 150 mm Loose Flange DN. 250 mm Loose Flange DN. 150 mm Bend Steel DN. 250 x 90° Bend Steel DN. 150 x 90° Butterfly Valve DN. 250 mm

URAIAN PEKERJAAN

Butterfly Valve DN. 150 mm Packing DN. 250 mm Packing DN. 150 mm Mur - Baut Ø 10" Mur - Baut Ø 6" Pengelasan acc. Pipa Pipa Overflow :

18.0 2.0 1.0 8.0 1.0 4.0 64.0 1,257.1

m' Unit Unit Unit Unit Unit Unit cm'

1,950,089 4,480,022 17,133,834 1,247,545 9,173,400 232,200 25,800 1,610

36.0 38.0 2.0 10.0 4.0 20.0 2.0 10.0 2.0

m' m' Unit Unit Unit Unit Unit Unit Unit

1,732,158 1,062,065 2,231,000 1,427,600 516,835 403,445 1,143,560 820,958 4,260,964

SESUAI KONTRAK HARGA VOLUME SAT SATUAN 10.0 2.0 10.0 24.0 80.0 3,769.9

Unit Unit Unit Unit Unit cm'

(Rp.) 1,979,385 79,300 83,800 32,000 19,400 1,610

35,101,602 8,960,044 17,133,834 9,980,360 9,173,400 928,800 1,651,200 2,023,931 62,357,688 40,358,470 4,462,000 14,276,000 2,067,340 8,068,900 2,287,120 8,209,580 8,521,928

JUMLAH HARGA (Rp.) 19,793,850 158,600 838,000 768,000 1,552,000 6,069,539

PEKERJAAN TAMBAH HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

Pipa Steel DN. 150 mm Wallpipe DN. 150 mm Loose Flange DN. 150 mm Bend Steel DN. 150 x 90° Packing DN. 150 mm Mur - Baut Ø 3" Pengelasan acc. Pipa

24.0 2.0 12.0 6.0 10.0 80.0 1,131.0

m' Unit Unit Unit Unit Unit cm'

1,062,065 1,427,600 403,445 820,958 83,800 19,400 1,610

25,489,560 2,855,200 4,841,340 4,925,748 838,000 1,552,000 1,820,910

Pipa Outlet : Pipa Steel DN. 400 mm Pipa Steel DN. 250 mm Butterfly Valve DN. 250 mm (Pneumatic) Loose Flange DN. 400 mm Packing DN. 250 mm Mur - Baut Ø3/4" x 3" Pengelasan acc. Pipa

6.0 6.0 3.0 12.0 6.0 48.0 1,508.0

m' m' Unit Unit Unit Unit cm'

2,372,369 1,732,158 30,887,949 1,247,545 232,200 25,800 1,610

14,234,214 10,392,948 92,663,847 14,970,540 1,393,200 1,238,400 2,427,880

Pipa Back Wash : Pipa Steel DN. 250 mm Bend Steel DN. 250 x 90° Tee Steel DN. 250 x 250 mm Butterfly Valve DN. 250 mm (Pneumatic) Loose Flange DN. 250 mm Wallpipe DN. 250 mm Packing DN. 250 mm Mur - Baut Ø 10" Pengelasan acc. Pipa

120.0 1.0 2.0 3.0 20.0 3.0 10.0 80.0 738.3

m' Unit Unit Unit Unit Unit Unit Unit cm'

1,732,158 1,143,560 2,346,234 30,887,949 516,835 2,231,000 79,300 32,000 1,610

207,858,960 1,143,560 4,692,468 92,663,847 10,336,700 6,693,000 793,000 2,560,000 1,188,663

m' bh bh bh bh bh

1,168,096 6,302,789 674,501 1,596,700 480,200 436,680

70,085,760 18,908,367 2,023,503 4,790,100 960,400 436,680

Pipa Blower : Pipa Steel DN. 200 mm Gate Valve DN. 200 mm Bend Steel DN. 200 mm x 90° Flange Adaptor DN. 200 mm Blind Flange DN. 200 mm Loose Flange DN. 200 mm

60.0 3.0 3.0 3.0 2.0 1.0

Mur - Baut Ø 8" Packing DN. 200 mm Pengelasan acc. Pipa

NO

URAIAN PEKERJAAN

192.0 16.0 628.6

bh bh cm'

29,100 74,400 1,610

SESUAI KONTRAK HARGA VOLUME SAT SATUAN (Rp.)

Pipa Penguras Filter : Pipa Steel DN. 200 mm Bend Steel DN. 200 mm x 90° Tee Steel DN. 200 x 200 mm Butterfly Valve DN. 200 mm (Pneumatic) Loose Flange DN. 200 mm Wallpipe DN. 200 mm Packing DN. 200 mm Mur - Baut 8" Pengelasan acc. Pipa Pipa Pengantar Filtrasi : Pipa Steel DN. 250 mm Butterfly Valve DN. 250 mm (Pneumatic) Bend Steel DN. 250 mm x 90° Loose Flange DN. 250 mm Packing DN. 250 mm Mur - Baut Ø 10" Pengelasan acc. Pipa Media Filter Pasir Silica Gravel Pekerjaan Nozzle

66.0 1.0 2.0 3.0 20.0 3.0 10.0 120.0 738.3

m' Unit Unit Unit Unit Unit Unit Unit cm'

1,168,096 674,501 6,302,789 18,249,334 436,680 1,508,200 74,400 29,100 1,610

9.0 3.0 3.0 15.0 8.0 120.0 581.2

m' bh bh bh bh bh cm'

1,732,158 30,887,949 1,143,560 516,835 79,300 32,000 1,610

54.5 23.4 2,800.0

m3 m3 bh

978,000 684,600 22,000

Sub Total - II III. PEKERJAAN BESI BAJA & SETLLER 1

Pekerjaan Settler Fiber Glass

5,587,200 1,190,400 1,012,046

JUMLAH HARGA

PEKERJAAN TAMBAH HARGA JUMLAH VOLUME SATUAN HARGA

(Rp.)

(Rp.)

77,094,336 674,501 12,605,578 54,748,002 8,733,600 4,524,600 744,000 3,492,000 1,188,663 15,589,422 92,663,847 3,430,680 7,752,525 634,400 3,840,000 935,732 53,301,000 16,019,640 61,600,000 5,347,437,492

1,100.0

lbr

1,875,000

(Rp.)

2,062,500,000

-

2 3 4 5 6 7 8 9 10 11

Plat Gutter Filter dari baja 6 mm Grill di Flokulator Grill Saluran Talang Pintu Besi uk. 2.1 x 0.8 m (unit sedimentasi) Rangka Atap dengan Tutup Canopy Water stop 3/200 mm dari plat baja Plat False bottom filter dari stainless 8 mm dilubangi) Pekerjaan Tiang Hand Realing dari pipa dia. 2 " Pekerjaan Hand Realing dari pipa dia. 2 " Biaya perakitan & erection

7,132.8 23.4 5.8 3.4 1.0 286.0 3,798.0 66.0 120.0 1

kg Unit Unit m2 Unit m' kg m' m' Ls

24,000 2,865,854 2,865,854 3,738,927 13,500,000 258,500 69,000 423,955 1,000,000 51,300,443

Sub Total - III

171,187,200 67,060,984 16,621,953 12,712,352 13,500,000 73,931,000 262,062,000 27,981,030 120,000,000 51,300,443 2,878,856,962

-

IV. PEKERJAAN SITE 1 Sal - Drainase btk Trapesium terbuka dr Pas- batu kali

70

m'

15,675

Sub Total - IV V.

PEKERJAAN LAIN-LAIN

1 2

Pekerjaan Pengecatan Pekerjaan Akhir / Finishing

1,097,250 1.00 1.00

Ls Ls

20,000,000 10,000,000

Sub Total - V JUMLAH TOTAL ( I + II + III + IV + V ) KEGIATAN PEKERJAAN LOKASI BIAYA KONTRUKSI TAHUN ANGGARAN UNIT PEKERJAAN

NO

URAIAN PEKERJAAN

1,097,250 -

20,000,000 10,000,000 30,000,000 8,317,546,183

: PEMBANGUNAN IPA KAP. 100 LPD & INTAKE : : BOJONG RENGED - KABUPATEN TANGERANG : : 2016 : PEMBUATAN BAK PRASEDIMENTASI KAPASITAS 160 M3 SESUAI KONTRAK HARGA VOLUME SAT SATUAN

JUMLAH HARGA

PEKERJAAN TAMBAH HARGA JUMLAH VOLUME SATUAN HARGA

(Rp.)

I. 1 2 3 4 5

PEMBUATAN BAK PRESEDIMENTASI KAPASITAS 160 M3 PEKERJAAN TANAH Galian Tanah biasa Urugan dan pemadatan Tanah bekas galian Urugan dan pemadatan pasir bawah lantai Buangan tanah bekas galian tanah Pasang Turap Dolken + Bambu

467.71 40.70 15.00 412.01

m3 m3 m3 m3

69,438.00 30,415.00 319,438.00 30,415.00

Sub Total - I II.

PEKERJAAN PASANGAN DAN BETON 1 Lantai kerja 1 : 3 : 5 (mutu beton K-125) 2 Beton bertulang 1 : 1.5 : 2.5 (mutu K-225) untuk : Plat lantai (pembesian 153.5 kg/m3) Plat dinding (pembesian 150 kg/m3) Beton Trust block 3 Unit Aerator Pengukuran Dan Pemasangan Bouplank Balok Beton Kolom Beton Beton Cascade Foot plat Beton Beton Trust block saluran Pembawa ke Prasediment Timbunan Tanah Ke Cascade 4 Pondasi sumuran D 1 m

(Rp.)

(Rp.)

32,476,847 1,237,891 4,791,570 12,531,284

(Rp.)

-

51,037,592 70.30

m3

845,419

170.40 94.50 0.75

m3 m3 m3

3,950,958 3,950,958 884,550

2.70 0.81 12.60

m3 m2 m3 m3 m3 m3 m3 ttk

6,452,851 162,668 4,823,165

59,432,956 673,243,243 373,365,531 663,413 17,422,698 131,761 60,771,879 -

-

-

-

Sub Total - II III.1 PEKERJAAN PERPIPAAN a PIPA INLET Pengadaan Material Pipa Steel DN. 400 mm Bend Steel DN. 400x 90°

Flange Adaptor DN. 400 Gate Valve DN. 400 mm Wallpape DN. 400 mm Tee Steel DN. 400 x 400 Loose Flange DN. 400 mm

NO

URAIAN PEKERJAAN

SESUAI KONTRAK HARGA VOLUME SAT SATUAN (Rp.)

Mur Baut Packing DN 400 mm Pengelasan acc. Pipa III.2 PIPA DRAIN & OVER FLOW a Pengadaan Material Pipa GIP Ø 150 mm Pipa GIP Ø 100 mm Tee Ø 150 x 100 mm Tee Ø 150 x 150 mm Bend Ø 100 / 90° degree Bend Ø 150 / 90° degree Gate valve Ø 150 mm Box Street Ø 150 mm + spidel Loose Flange Ø 150 mm Loose Flange Ø 100 mm Packing Ø 150 mm Packing Ø 100 mm Baut Ø 3/4" x 3" Baut Ø 3/8" x 3" Wall pipe all flange Dn 150 mm, L = 60 cm Wall pipe all flange Dn 100 mm, L = 60 cm Pengelasan acc. Pipa

PEKERJAAN TAMBAH HARGA JUMLAH VOLUME SATUAN HARGA

JUMLAH HARGA (Rp.)

(Rp.) -

(Rp.)

Sub Total - III IV. PEKERJAAN LAIN-LAIN 1 Tangga turun didalam bak (besi Ø 16 mm) 2 Water stop joint (jenis rubber lebar 20 cm)

Sub Total - IV V.

PEKERJAAN FINISHING 1 Pengecatan bagian besi yang terbuka dengan cat besi 2 Pengecatan dinding yang terbuka dengan cat minyak

Sub Total - V JUMLAH TOTAL ( I + II + III + IV + V )

PEKERJAAN KURANG HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

82.6 0 71.66 249.45 668.13

15,675 92,400 85,388 50,875 30,415

SESUAI PELAKSANAAN HARGA JUMLAH VOLUME SATUAN HARGA

(Rp.)

1,294,755 6,118,904 12,690,769 20,321,174

471.07 000 52.09 38.40 195.41 53.04

(Rp.)

(Rp.)

15,675 92,400 85,394 50,875 30,415 255,488

7,383,944 4,448,148 1,953,600 5,943,334 13,551,084

40,425,602

%

(Rp.)

18% 18% 18%

33,280,110

672.00

540,128

128.97 292.74 2.65 0.94 16.94 6.19 8.51 54.75

4,976,028 5,469,521 6,216,523 6,216,523 7,089,703 5,469,521 1,136,671 1,154,500

362,965,848 641,758,322 1,601,147,557 16,473,787 5,843,532 120,099,572 33,856,335 9,673,073 63,208,875

BORONGAN SUB CONT Harga JUMLAH Sat Sub HARGA

2,821 15,371 9,158

(Rp.)

1,329,110 800,667 351,648 2,481,425

0% 27% 36% 36% 36% 36% 18% 18%

PEKERJAAN KURANG HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

SESUAI PELAKSANAAN HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18% 18%

%

BORONGAN SUB CONT Harga JUMLAH Sat Sub HARGA

(Rp.)

(Rp.)

PEKERJAAN KURANG HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

SESUAI PELAKSANAAN HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

-

(Rp.)

2,855,026,901

%

BORONGAN SUB CONT Harga JUMLAH Sat Sub HARGA

(Rp.)

(Rp.)

-

-

-

-

-

-

-

PEKERJAAN KURANG HARGA JUMLAH VOLUME SATUAN HARGA

SESUAI PELAKSANAAN HARGA JUMLAH VOLUME SATUAN HARGA

%

BORONGAN SUB CONT Harga JUMLAH Sat Sub HARGA

(Rp.)

(Rp.)

(Rp.)

(Rp.)

2,546.12 418.52 63.53 2,127.80 76.05

69,438 30,415 319,438 30,415 430,765

176,797,481 12,729,286 20,293,896 64,717,037 32,759,701

32.08

845,419

349.82 120.97 2.25

3,950,958 3,950,958 884,550

27,121,042 1,382,124,128 477,947,389 1,990,238

52.00 5.46 7.81 27.63 6.30 0.38 4.51 160.58 16.00

69,396 7,089,703 6,605,714 4,975,257 4,976,028 879,894 4,980,441 30,414 1,655,058

3,608,592 38,709,780 51,590,628 137,466,354 31,348,976 334,360 22,461,790 4,883,928 26,480,925

(Rp.)

(Rp.)

PEKERJAAN KURANG HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

SESUAI PELAKSANAAN HARGA JUMLAH VOLUME SATUAN HARGA (Rp.)

(Rp.)

%

BORONGAN SUB CONT Harga JUMLAH Sat Sub HARGA

(Rp.)

(Rp.)