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BILL OF QUANTITY : PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR
NO
I
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA
PEKERJAAN PERSIAPAN GEDUNG EXISTING (A)
1
Bongkar gedung existing
M²
179.34
PxL=A
18.30
x
9.80
2
Land Clearing/ Pembersihan Lapangan
M²
179.34
PxL=A
18.30
x
9.80
3
Pengukuran/ Bowplank
M¹
91.00
(2 P + 2L )
23.40
+
67.60
4
Direksikeet/Gudang
M²
15.00
PxL=A
3.00
x
5.00
II
PEKERJAAN PERSIAPAN
x
GEDUNG EXISTING (B) 1
Bongkar gedung existing
M²
199.50
PxL=A
21.00
x
9.50
2
Land Clearing/ Pembersihan Lapangan
M²
199.50
PxL=A
21.00
x
9.50
3
Pengukuran/ Bowplank
M¹
84.00
(2 P + 2L )
23.40
+
60.60
III
PEKERJAAN TANAH
x
GEDUNG - A 1
Galian Tanah Pondasi Tapak
M³
24.20
PxLxHxjlh = V
Tapak
1.00
x
1.00
2
Galian Balok slof 20 x 25 cm
M³
6.60
PxLxHxjlh = V
Sloof
132.00
x
0.20
3
Timbunan Kembali Pondasi
M³
4
Timbunan Tanah peninggian Fail
M³
113.69
(L.Selasar 1 x t)+(PxLxH)=V
gdung
28.00
x
9.50
5
Timbunan Pasir dibawah lantai & Pondasi
M³
26.60
PxLxH=V
Tapak A
28.00
x
9.50
IV
PEKERJAAN BETON
24.20 Perhitungan Digital Langsung
Perhitungan Digital Langsung
GEDUNG - A 1
Rabat beton 1 : 3 : 5 ( bawah Lantai)
M³
13.30
Luas x Tebal
266.00
x
0.05
2
Rabat beton 1 : 3 : 5 (selasar)
M³
6.12
Luas x Tebal
122.39
x
0.05
3
Lis Beton Untuk Pinggang Kolom
M³
0.18
Luas x Tebal x Jlh = V
0.2
x
0.05
NO 4
URAIAN PEKERJAAN Pondasi Telapak ( P1)
STN M³
VOLUME
NOTASI/ FORMULA 6.04
L.PenxLxJlh=V
Tapak Beton
0.26
x
1.00
0.70
x
0.20
I Besi Tikar Ø 14 II Besi Ø 14
5.04
x
5.00
0.70
x
6.00
Beugel Ø 6
3.50
x
1.00
Bekisting
1.74
x
20.00
beton
0.20
x
0.30
Besi Ø 14 Beugel Ø 6
107.52
x
6.00
537.58
x
1.00
Bekisting
107.52
x
1.00
119.37 721.00
34.80
7
Kolom 20/30 cm
M³
6.45 893.46 107.52
PxLxH
NO 8
URAIAN PEKERJAAN Sloof 20 / 25 cm
STN M³
VOLUME
NOTASI/ FORMULA 6.60
LXHxP
765.47 66.00
8
Balok 20 / 30 cm
M³
4.18
LXHxP
beton
0.20
x
0.25
Besi Ø 14 Beugel Ø 6
132.00
x
4.00
660.00
x
0.90
Bekisting
132.00
x
0.50
0.20
x
0.30
69.60
x
7.00
348.00
x
1.00
Bekisting
69.60
x
0.80
Bata
69.60
x
0.30
beton Besi Ø 14
661.20
Beugel Ø 6 55.68 V
PEKERJAAN DINDING GEDUNG - A
1
Pasangan Batu Bata 1 : 4
M²
20.88
PxL= V
2
Pasangan Keramik Motif Batu alam
M²
12.00
LS1+LS2XJlh=V
0.26
+
0.34
VI
PEKERJAAN PLASTERAN GEDUNG - A
1
Plaster Kolom Beton 20/30
M²
76.00
KelXTXJlh=V
1.00
x
3.80
2
Plaster Balok Beton 20/30
M²
66.40
Kel x P = V
0.80
x
83.00
224.00
LXPx2
4.00
x
28.00
VII
PEKERJAAN LANTAI GEDUNG - A 1
VIII
Lantai Utama Keramik 40 x 40
Lapak
PEKERJAAN ATAP
189.91
GEDUNG - A
166.29
1 Rangka Atap Baja Ringan
M²
703.44
AB+AT/2*Panjang Miring
1A
30.50
+
20.00
NO
IX
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA AB+AT/2*Panjang Miring
2A
30.50
+
20.00
AB+AT/2*Panjang Miring
1B
11.30
+
-
AB+AT/2*Panjang Miring
2B
11.30
+
-
2 Atap Genteng Metal
M²
703.44
3 Rabung Metal
M1
56.97
4 Listplank
M1
83.60
Keliling = V
30.5
+
11.30
5 Talang Seng Plat Bjls
M²
28.64
PxL=V
0.9
X
33.30
1 Pekerjaan Titik Listrik
ttk
20.00
2 Pekerjaan Pasangan Lampu
bh
12.00
3 Single Saklar
bh
2.00
4 Stop Contact
bh
8.00
5 MCB Box (2 Group)
bh
1.00
6 Penggantung Lampu
bh
12.00
PEKERJAAN INSTALASI LISTRIK GEDUNG - A
NO
X
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA
PEKERJAAN SALURAN AIR HUJAN GEDUNG - A 1 Pas.Pipa Air Hujan Dari Talang
M'
19.80
2 Drill Saluran Air Kotor ( Saluran Parit)
M²
20.80
PxL=V
52.0
x
0.4
3 Pasangan Batu 1:2:3
M²
27.04
PxHx2=V
52.0
x
0.26
M³
2.79
PXLXT=V
52.0
x
0.67
(Untuk Saluran Parit) 4 Rabat Beton Saluran Parit XI
PEKERJAAN TANAH GEDUNG - B
1
Galian Tanah Pondasi Tapak
M³
24.20
PxLxHxjlh = V
Tapak
1.00
x
1.00
2
Galian Balok slof 20 x 25 cm
M³
6.60
PxLxHxjlh = V
Sloof
132.00
x
0.20
3
Timbunan Kembali Pondasi
M³
4
Timbunan Tanah peninggian Fail
M³
113.69
(L.Selasar 1 x t)+(PxLxH)=V
gdung
28.00
x
9.50
5
Timbunan Pasir dibawah lantai & Pondasi
M³
26.60
PxLxH=V
Tapak A
28.00
x
9.50
XII
PEKERJAAN BETON
24.20 Perhitungan Digital Langsung
Perhitungan Digital Langsung
GEDUNG - B 1
Rabat beton 1 : 3 : 5 ( bawah Lantai)
M³
13.30
Luas x Tebal
266.00
x
0.05
2
Rabat beton 1 : 3 : 5 (selasar)
M³
6.12
Luas x Tebal
122.39
x
0.05
3
Lis Beton Untuk Pinggang Kolom
M³
0.18
Luas x Tebal x Jlh = V
0.2
x
0.05
4
Pondasi Telapak ( P1)
M³
6.04
L.PenxLxJlh=V
0.26
x
1.00
0.70
x
0.20
I Besi Tikar Ø 14 II Besi Ø 14
5.04
x
5.00
0.70
x
6.00
Beugel Ø 6
3.50
x
1.00
Bekisting
1.74
x
20.00
721.00
34.80
Tapak Beton
NO
7
URAIAN PEKERJAAN
Kolom 20/30 cm
STN
M³
VOLUME
NOTASI/ FORMULA
6.45
PxLxH
893.46 107.52 8
Sloof 20 / 25 cm
M³
6.60 765.47 66.00
LXHxP
beton
0.20
x
0.30
Besi Ø 14 Beugel Ø 6
107.52
x
6.00
537.58
x
1.00
Bekisting
107.52
x
1.00
0.20
x
0.25
Besi Ø 14
132.00
x
4.00
Beugel Ø 6
660.00
x
0.90
Bekisting
132.00
x
0.50
beton
NO 8
URAIAN PEKERJAAN Balok 20 / 30 cm
STN M³
VOLUME
NOTASI/ FORMULA 4.18
LXHxP
599.95 55.68 7
XIII
Kolom 15/15
M³
0.65
PxLxH
beton
0.20
x
0.30
Besi Ø 14 Beugel Ø 6
69.60
x
7.00
69.60
x
1.00
Bekisting
69.60
x
0.80
beton
0.15
x
0.15
Besi Ø 10
2.88
x
4.00
Beugel Ø 6
0.72
x
10.00
Bekisting
2.88
x
0.60
69.60
x
0.30
PEKERJAAN DINDING GEDUNG - B
1
Pasangan Batu Bata 1 : 4
M²
20.88
PxL= V
2
Pasangan Keramik Motif Batu alam
M²
12.00
LS1+LS2XJlh=V
0.26
+
0.34
XIV
Bata
PEKERJAAN PLASTERAN GEDUNG - B
1
Plaster Kolom Beton 20/30
M²
76.00
KelXTXJlh=V
1.00
x
3.80
2
Plaster Balok Beton 20/30
M²
66.40
Kel x P = V
0.80
x
83.00
224.00
LXPx2
4.00
x
28.00
XV
PEKERJAAN LANTAI GEDUNG - B 1
XVI
Lantai Utama Keramik 40 x 40
Lapak
PEKERJAAN ATAP
189.91
GEDUNG - B
166.29
NO
URAIAN PEKERJAAN 1 Rangka Atap Baja Ringan
STN M²
VOLUME 694.12
NOTASI/ FORMULA AB+AT/2*Panjang Miring
1A
30.50
+
20.00
AB+AT/2*Panjang Miring
2A
30.50
+
20.00
AB+AT/2*Panjang Miring
1B
11.30
+
-
AB+AT/2*Panjang Miring
2B
11.30
+
-
2 Atap Genteng Metal
M²
694.12
3 Rabung Metal
M1
56.97
4 Listplank
M1
83.60
Keliling = V
30.5
+
11.30
5 Talang Seng Plat Bjls
M²
28.64
PxL=V
0.9
X
33.30
NO XVII
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA
PEKERJAAN INSTALASI LISTRIK GEDUNG - B
XVIII
1 Pekerjaan Titik Listrik
ttk
20.00
2 Pekerjaan Pasangan Lampu
bh
12.00
3 Single Saklar
bh
2.00
4 Stop Contact
bh
8.00
5 MCB Box (2 Group)
bh
1.00
6 Penggantung Lampu
bh
12.00
1 Drill Saluran Air Kotor ( Saluran Parit)
M²
41.60
PxL=V
104.0
x
0.4
2 Pasangan Batu 1:2:3
M²
54.08
PxHx2=V
104.0
x
0.26
M³
6.97
PXLXT=V
104.0
x
0.67
PEKERJAAN SALURAN AIR HUJAN GEDUNG - B
(Untuk Saluran Parit) 3 Rabat Beton Saluran Parit PEMBUATAN KAMAR MANDI BARU 1
Galian Pondasi Menerus
M³
16.06
Ls.Pen x Pjg = V
0.73
x
22
2
Galian Sloof 15/20
M³
0.66
PxlxT=V
0.15
x
0.2
3
Timbunan Kembali Galian Pondasi
M³
8.8
Ls.Pen x Pjg = V
0.4
x
22
4
Timbunan Tanah Untuk Peninggian Peil
M³
9.199125 P x L x T = V
5.85
x
1.85
5
Pasir Urug Dibawah Lantai
M³
8.658 P x L x T = V
5.85
x
1.85
6
Pas.Pondasi Batu Kali
M³
4.95
Ls.Pen x Pjg = V
0.225
x
22
7
Sloof Beton 15/20
M³
0.528
PxlxT=V
0.12
x
0.2
148.52 8.80 8
Kolom Praktis 15/15
M³
0.4752 P x L x T x Jlh = V
Besi Ø 12 Beugel Ø 6
22.00
x
4.00
110.00
x
0.64
Bekisting
22.00
x
0.40
0.12
x
0.12
NO
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA Besi Ø 12
196.38
Beugel Ø 6
7.92 9
Balok Beton 15/20
M³
Bekisting
0.66 PxlxT=V
8.80 10
Pas.Dinding Bata 1:4
M²
65.446 Ls X = Ls Y = V
11
Plaster Trasraam 1:2
M²
130.892 Ls. Dinding x 2
12
Cat Dinding
M²
130.892 Plaster Dinding = v
13
Plafond Gypsum 9 mm
M²
14
Pas.Lantai Keramik 20 x 20
M²
15
Pas.Keramik Dinding 20 x 25
M²
16
Pas.Kloset Jongkok
bh
4
17
Kran Air Bersih Ø 1/2"
bh
4
17
Pipa Air Bersih 1/2"
M
24
18
Floor Drain
bh
4
19
Pipa Air Kotor PVC Ø 3"
M
24
20
Pas.Atap Metal Type Spandec
21
Listplank GRC
M
22
Pintu Kamar Mandi PVC
bh
4
23
Ventilasi V1
bh
4
XIX
x
4.00
165.00
x
0.48
33.00
x
0.24
0.15
155.12
M²
33.00
x
0.2
Besi Ø 12 Beugel Ø 6
22.00
x
4.00
110.00
x
0.70
Bekisting
22.00
x
0.40
37.35
+
28.096
65.446 x
2
1.35 x
1.85
9.99 +
5.412
5.62 x
1.5
32.86 Kel x P = V
4.24 x
7.75
15.5 P x 2 = V
7.75 x
2
9.99 P x L x 4 = v 15.402 Ls.Plafond + Luas Selasar 33.72 Kel x T x 4
FASILITAS UMUM 1 Rabat Beton Untuk Area Halaman t :7,5 cm
M³
54.80
2 Perbaikan Kamar Mandi Existing
Ls
1.00
3 Err:509
Ls
1.00
Luas x Tebal=V
901.0
x
0.061
NO
XX
URAIAN PEKERJAAN
STN
VOLUME
NOTASI/ FORMULA
4 Dinding Bata Baru 1:2 diatas pagar existing
M2
171.44
P x T - Luas Ls.Dinding= V
118.9
x
1.50
5 Cat Pagar Baru dan Existing
M2
342.87
Luas Dinding Baru x 2 = V
171.4
x
2.00
6 Pasangan Dinding 1:2 Saluran Pusat
M2
5.27
PxTx2=V
10.1
x
0.26
7 Drill Besi Saluran Pusat
M2
4.05
PxL=V
10.1
x
0.40
8 Rabat Beton Untuk Saluran Pusat
M³
0.68
PxLxt=V
10.1
x
0.67
9 Saluran Beton Parit Umum
M³
13.56
Luas Penampang x P = V
0.5
x
26.59
1 P3K
Ls
1.00
Ls
2 As Bulit Drawing
Ls
1.00
Ls
3 Pembersihan Akhir
Ls
1.00
Ls
PEKERJAAN AKHIR
URAIAN PERHITUNGAN
=
179.3
=
179.3
=
91.0
=
15.0
=
199.5
=
199.5
=
84.0
x
1.21
x
20.0
=
24.2
x
0.25
x
1.0
=
6.6
x
0.34
+
122.4 x
x
0.10
=
26.60
x
20.00
0.19
=
0.18
=
113.7
=
13.3
=
6.1
URAIAN PERHITUNGAN x
1.00
x
20.00
=
5.20
x
0.30
x
20.0
=
0.84
x
1.20
x
20.0
=
604.80
x
1.20
x
20.0
=
100.80
x
0.22
x
20.0
=
15.40
=
34.80
=
6.45
x
5.38
x
20.00
x
1.20
=
774.12
=
x
0.22
=
119.34
=
893.46
=
107.52
URAIAN PERHITUNGAN x
132.00
x
1.20
=
633.60
x
0.22
=
131.87
x
69.60
x
1.20
=
584.64
x
0.22
=
76.56
=
6.60
=
765.47
=
66.00
=
4.18
=
661.20
=
55.68
=
20.9
x
20.00
=
12.0
x
20.00
=
76.0
=
66.4
=
224.0
x
2.00
:
2.00
x
6.79
=
275.00
URAIAN PERHITUNGAN :
2.00
x
6.79
=
275.00
:
2.00
x
6.79
=
76.73
:
2.00
x
6.79
=
76.73
total
703.4 -
+
30.5
+
11.30
=
28.6
=
83.6
URAIAN PERHITUNGAN
=
20.80
x
2.00
=
27.04
x
0.08
=
2.8
x
1.21
x
20.0
=
24.2
x
0.25
x
1.0
=
6.6
x
0.34
+
122.4 x
x
0.10
0.19 =
x
20.00
x
1.00
x
x
0.30
x
=
113.7
=
13.3
=
6.1
26.60
=
0.18
20.00
=
5.20
x
20.00
=
0.84
1.20
x
20.0
=
604.80
x
1.20
x
20.0
=
100.80
x
0.22
x
20.0
=
15.40 BESI
=
721.00
=
34.80
URAIAN PERHITUNGAN
x
5.38
x
20.00
=
x
1.20
=
774.12
=
x
0.22
=
119.34
=
893.46
=
107.52
=
6.60
=
765.47
=
66.00
x
132.00
x
1.20
=
633.60
x
0.22
=
131.87
6.45
URAIAN PERHITUNGAN x
69.60
x
1.20
=
584.64
x
0.22
=
15.31
x
2.88
x
10.00
x
10.00
x
10.00
=
4.18
=
599.95
=
55.68
=
0.65
=
115.20
=
=
7.20
=
122.40
=
17.28
=
17.28
=
20.9
x
20.00
=
12.0
x
20.00
=
76.0
=
66.4
=
224.0
x
2.00
URAIAN PERHITUNGAN :
2.00
x
6.70
=
271.35
:
2.00
x
6.70
=
271.35
:
2.00
x
6.70
=
75.71
:
2.00
x
6.70
=
75.71
total
694.1 -
+
30.5
+
11.30
=
28.6
=
83.6
URAIAN PERHITUNGAN
=
41.60
x
2.00
=
54.08
x
0.10
=
7.0
x
22
=
16.06
=
0.66
=
8.8
x
0.85
=
9.199125
x
0.8
=
8.658
=
4.95
=
0.528
x
22
x
0.89
=
78.12
=
x
0.22
=
70.40
=
148.52
=
8.80
=
8.80
x
10
x
3.3 =
0.4752
URAIAN PERHITUNGAN x
0.89
=
117.18
=
x
0.22
=
79.20
=
196.38
=
7.92
=
7.92
x
22
=
0.66
x
0.89
=
78.12
=
x
0.22
=
77.00
=
155.12
=
8.80
=
8.80
x
4
x
4
=
54.80
=
65.446
=
130.892
=
9.99
=
15.402
=
33.72
=
32.86
=
15.5
URAIAN PERHITUNGAN x x
6.84 2.00 0.10
=
171.4
=
342.9
=
5.3
=
4.1
=
0.7
=
13.6
RENCANA ANGGARAN BIAYA NAMA PEKERJAAN
: PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR
LOKASI PEKERJAAN
: KECAMATAN SIALANG BUAH-KABUPATEN SERDANG BEDAGAI
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
I
PEKERJAAN PENDAHULUAN
1
Papan Proyek
1.00
2
Dokumen Laporan (Laporan harian, Dokumentasi, Shop Drawing & Asbuilt Drawing)
1.00
II
GEDUNG - A
2.1
PEKERJAAN BONGKARAN
1
Bongkar bangunan existing
179.34
2
Pengukuran dan Bowplank
91.00
3
Pembersihan Bongkaran
2.2
PEKERJAAN TANAH
1
Galian tanah pondasi telapak (P1)
2
Galian tanah balok sloof
3
Urugan kembali bekas galian
4
Timbunan Tanah peniggian Fail
5
Timbunan Pasir dibawah lantai & Pondasi
2.3 1
6.60 24.20 113.69 26.60
Pondasi tapak beton bertulang (P1) a Beton 1:2:3
6.04
b Papan Maal
34.80
2
Rabat beton 1:3:5 lantai
3
Rabat beton 1:3:5 lantai (selasar)
4
Balok sloof btn.bert. 20/30 cm
721.00 13.30 6.12
a Beton 1:2:3
6.60
b Papan Maal
66.00
c Tulangan
6
24.20
PEKERJAAN BETON
c Tulangan
5
179.34
765.47
Kolom btn.bert. 20/30 cm a Beton 1:2:3
6.45
b Papan Maal
107.52
c Tulangan
893.46
Ring balok btn.bert. 20/30 cm a Beton 1:2:3
4.18
b Papan Maal
55.68
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
c Tulangan
2.4
661.20
PEKERJAAN DINDING & PLASTER
1
Pasangan Batu Bata 1 : 2
20.88
2
Pasangan Keramik Motif Batu alam
12.00
3
Plesteran Kolom 1 Pc : 3 Ps
76.00
4
Plesteran Balok 1 Pc : 3 Ps
66.40
2.5 1
PEKERJAAN LANTAI Lantai Utama Keramik 40 x 40
224.00
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
2.6
PEKERJAAN ELEKTRICAL
1
Lampu XL 18 w
2
Stop Kontak Daya
8.00
3
Saklar Single
2.00
4
Instalasi Penerangan
12.00
5
Instalasi Stop kontak
8.00
6
MCB Box (2 Group)
1.00
12.00
2.7
PEKERJAAN INSTALASI AIR
1
Pas.Pipa Air Hujan Dari Talang
19.80
2
Griil besi
20.80
3
Pasangan Batu Bata 1 : 2
27.04
4
Rabat Beton Saluran Parit
2.79
2.8
PEKERJAAN PENGECATAN & PELAPIS
1
Cat Kolom Beton
76.00
2
Cat Balok Beton
66.40
2.9
PEKERJAAN ATAP
1
Rangka Atap Baja Ringan
703.44
2
Atap Zincallum 0,3
703.44
3
Rabung
56.97
4
Listplank Kalsi
83.60
5
Talang Seng Bjls
28.64
SUB TOTAL GEDUNG A III
GEDUNG - B
3.1
PEKERJAAN BONGKARAN
1
Bongkar bangunan existing
199.50
2
Pengukuran dan Bowplank
84.00
3
Pembersihan Bongkaran
3.2
PEKERJAAN TANAH
1
Galian tanah pondasi telapak (P1)
2
Galian tanah balok sloof
2
Urugan kembali bekas galian
3
Timbunan Tanah peniggian Fail
4
Timbunan Pasir dibawah lantai & Pondasi
3.4 1
199.50
24.20 6.60 24.20 113.69 26.60
PEKERJAAN BETON Pondasi tapak beton bertulang (P1) a Beton 1:2:3
6.04
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
b Papan Maal c Tulangan 2
Rabat beton 1:3:5 lantai
3
Rabat beton 1:3:5 lantai (selasar)
4
Balok sloof btn.bert. 20/25 cm
721.00 13.30 6.12
a Beton 1:2:3
6.60
b Papan Maal
66.00
c Tulangan 5
34.80
765.47
Kolom btn.bert. 20/30 cm a Beton 1:2:3
6.45
b Papan Maal
107.52
c Tulangan
893.46
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
6
Ring balok btn.bert. 20/30 cm a Beton 1:2:3
4.18
b Papan Maal
55.68
c Tulangan 3.5
599.95
PEKERJAAN DINDING & PLASTER
1
Pasangan Batu Bata 1 : 2
20.88
2
Pasangan Keramik Motif Batu alam
12.00
3
Plesteran Kolom 1 Pc : 3 Ps
72.83
4
Plesteran Balok 1 Pc : 3 Ps
66.40
3.6
PEKERJAAN LANTAI
1
Lantai Utama Keramik 40 x 40
3.7
PEKERJAAN ELEKTRICAL
224.00
1
Lampu XL 18 w
2
Stop Kontak Daya
8.00
3
Saklar Single
2.00
4
Instalasi Penerangan
12.00
5
Instalasi Stop kontak
8.00
6
MCB BoX
1.00
3.8
12.00
PEKERJAAN INSTALASI AIR
1
Griil besi
20.80
2
Pasangan Batu Bata 1 : 2
27.04
3
Rabat Beton Saluran Parit
2.79
3.9
PEKERJAAN PENGECATAN & PELAPIS
1
Cat Kolom Beton
72.83
2
Cat Balok Beton
66.40
3.10
PEKERJAAN ATAP
1
Rangka Atap Baja Ringan
703.44
2
Atap Zincallum 0,3
703.44
3
Rabung
56.97
4
Listplank Kalsi
83.60
SUB TOTAL GEDUNG B IV
PEMBUATAN KAMAR MANDI BARU
1
Galian Pondasi Menerus
2
Galian Sloof 15/20
0.66
3
Timbunan Kembali Galian Pondasi
8.80
16.06
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
4
Timbunan Tanah Untuk Peninggian Peil
9.20
5
Pasir Urug Dibawah Lantai
8.66
6
Pas.Pondasi Batu Kali
4.95
7
Sloof Beton 15/20 a Beton 1:2:3
0.53
b Papan Maal
8.80
c Tulangan 8
Kolom Praktis 12/12 a Beton 1:2:3
0.48
b Papan Maal
7.92
c Tulangan 9
148.52
196.38
Balok Beton 12/20 a Beton 1:2:3
0.53
b Papan Maal
8.80
NO
URAIAN PEKERJAAN
VOLUME Vol / Unit
c Tulangan
155.12
10
Pas.Dinding Bata 1:2
65.45
11
Plaster Trasraam 1:2
97.17
12
Cat Dinding
97.17
13
Cat Minyak
5.82
14
Pas.Lantai Keramik 20 x 20
15.40
15
Pas.Keramik Dinding 20 x 25
33.72
16
Pas.Kloset Jongkok
4.00
17
Kran Air Bersih Ø 1/2"
4.00
18
Pipa Air Bersih 1/2"
19
Floor Drain
4.00
20
Pipa Air Kotor PVC Ø 3"
4.00
21
Pas.Atap Metal Type Spandec
32.86
22
Rangka Atap Baja Ringan
32.86
23
Rabung Spandec
24
Listplank Kalsi
25
Pintu Kamar Mandi PVC
4.00
26
Ventilasi V1
4.00
a. Luas ventlasi
24.00
7.75 15.50
1.50
SUB TOTAL KM V 1 2 3
PEKERJAAN AKHIR Pembersihan Lapangan Akhir P3K Pekerjaan Papan Plank Nama Pasar SUB TOTAL PEKERJAAN AKHIR
1,176.00 1.00 1.00
CANA ANGGARAN BIAYA
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
Ls
Taksir
500,000.00
500,000.00
Ls
Taksir
3,060,000.00
3,060,000.00 3,560,000.00
M2
Taksir
2
M
PA
M2
PA
15,000.00
2,690,100.00
6.4
32,787.00
2,983,617.00
6.8
7,460.00
1,337,876.40 7,011,593.40
M3
PT
6.1.
54,800.00
1,326,160.00
M3
PT
6.1.
54,800.00
361,680.00
M
PT
6.10.
39,600.00
958,320.00
3
M
PT
6.15a
97,800.00
11,119,282.98
M3
PT
6.11.
105,920.00
2,817,472.00
3
16,582,914.98
M3
PB
7.13.
919,075.00
5,551,213.00
M2
PB
6.20.
177,650.00
6,182,220.00
Kg
PB
6.17
13,017.90
9,385,905.90
3
M
PB
7.1.
657,555.00
8,745,481.50
M3
PB
7.1.
657,555.00
4,023,907.82
M3
PB
7.13.
919,075.00
6,065,895.00
M2
PB
6.21.
190,150.00
12,549,900.00
Kg
PB
6.17
13,017.90
9,964,785.88
M3
PB
7.13.
919,075.00
5,928,929.96
M2
PB
6.22.
310,175.00
33,348,853.46
Kg
PB
6.17
13,017.90
11,630,973.64
M3
PB
7.13.
919,075.00
3,838,057.20
M2
PB
6.23.
317,675.00
17,688,144.00
VOLUME
ANALISA Stn
Kg
PB
6.17
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
13,017.90
8,607,435.48 143,511,702.83
M2
PD
6.7.
97,598.00
2,037,846.24
M2
PPL
6.35.e
192,188.75
2,306,265.00
M
PPL
6.3.
87,623.00
6,659,348.00
M
PPL
6.3.
87,623.00
5,818,167.20
2 2
16,821,626.44 M2
PPL
6.35.d
159,876.25
35,812,280.00 35,812,280.00
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
Bh
Hrg. Bahan
51,300.00
615,600.00
Bh
Hrg. Bahan
21,000.00
168,000.00
Bh
Hrg. Bahan
11,500.00
23,000.00
Ttk
PLI
7.01
112,611.00
1,351,332.00
Ttk
PLI
7.02
79,215.00
633,720.00
125,000.00
125,000.00
Bh
Hrg. Bahan
2,916,652.00 M1
PS
6.31.
85,107.70
1,685,132.46
M
PBA
6.15.a
475,121.36
9,882,524.23
2
M
PD
6.7.
97,598.00
2,639,049.92
M3
PB
7.1.
657,555.00
1,832,737.30
2
16,039,443.90 M2
PC
6.14
27,120.00
2,061,120.00
M2
PC
6.14
27,120.00
1,800,768.00 3,861,888.00
M2
PPA
6.40c
139,777.00
98,325,291.99
M2
PPA
6.40a
76,911.00
54,102,581.48
M
PPA
6.39a
54,481.00
3,103,782.57
M
PPA
6.41.a
21,939.00
1,834,100.40
58,400.00
1,672,459.20
M2
Hrg. Bahan
159,038,215.64 401,596,317.20
M2
Taksir
15,000.00
2,992,500.00
M2
PA
6.4
32,787.00
2,754,108.00
M2
PA
6.8
7,460.00
1,488,270.00 7,234,878.00
M3
PT
6.1.
54,800.00
1,326,160.00
M3
PT
6.1.
54,800.00
361,680.00
M
PT
6.10.
39,600.00
958,320.00
3
M
PT
6.15a
97,800.00
11,119,282.98
M3
PT
6.11.
105,920.00
2,817,472.00
3
16,582,914.98
M3
PB
7.13.
919,075.00
5,551,213.00
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
M2
PB
6.20.a
127,000.00
4,419,600.00
Kg
PB
6.17
13,017.90
9,385,905.90
M3
PB
7.1.
657,555.00
8,745,481.50
3
M
PB
7.1.
657,555.00
4,023,907.82
M3
PB
7.13.
919,075.00
6,065,895.00
2
M
PB
6.21.a
127,770.00
8,432,820.00
Kg
PB
6.17
13,017.90
9,964,785.88
M3
PB
7.13.
919,075.00
5,928,929.96
2
M
PB
6.22.a
196,585.00
21,136,082.40
Kg
PB
6.17
13,017.90
11,630,973.64
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
M3
PB
7.13.
919,075.00
3,838,057.20
M2
PB
6.23.a
200,335.00
11,154,652.80
Kg
PB
6.17
13,017.90
7,810,115.14 118,088,420.23
M2
PD
6.7.
97,598.00
2,037,846.24
2
M
PPL
6.35.e
192,188.75
2,306,265.00
M2
PPL
6.3.
87,623.00
6,381,461.63
M2
PPL
6.3.
87,623.00
5,818,167.20 16,543,740.07
M2
PPL
6.35.d
159,876.25
35,812,280.00 35,812,280.00
Bh
Hrg. Bahan
51,300.00
615,600.00
Bh
Hrg. Bahan
21,000.00
168,000.00
Bh
Hrg. Bahan
11,500.00
23,000.00
Ttk
PLI
7.01
112,611.00
1,351,332.00
Ttk
PLI
7.02
79,215.00
633,720.00
125,000.00
125,000.00
Bh
Hrg. Bahan
2,916,652.00 M2
PBA
6.15.a
475,121.36
9,882,524.23
M2
PD
6.7.
97,598.00
2,639,049.92
M
PB
7.1.
657,555.00
1,832,737.30
3
14,354,311.44 M2
PC
6.14
27,120.00
1,975,112.01
M
PC
6.14
27,120.00
1,800,768.00
2
3,775,880.01 M2
PPA
6.40c
139,777.00
98,325,291.99
2
M
PPA
6.40a
76,911.00
54,102,581.48
M
PPA
6.39a
54,481.00
3,103,782.57
M
PPA
6.41.a
21,939.00
1,834,100.40 157,365,756.44 745,349,666.36
M³
PT
6.1.
54,800.00
880,088.00
M³
PT
6.1.
54,800.00
36,168.00
M³
PT
6.10.
39,600.00
348,480.00
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
M³
PT
6.15a
97,800.00
899,674.43
M³
PT
6.11.
105,920.00
917,055.36
M³
PP
6.1.
719,560.00
3,561,822.00
M3
PB
7.13.
919,075.00
485,271.60
M2
PB
6.21.a
127,770.00
1,124,376.00
Kg
PB
6.17
13,017.90
1,933,456.00
M3
PB
7.13.
919,075.00
436,744.44
M2
PB
6.22.b
155,087.50
1,228,293.00
Kg
PB
6.17
13,017.90
2,556,511.44
M3
PB
7.13.
919,075.00
485,271.60
M2
PB
6.23.b
154,316.30
1,357,983.47
VOLUME
ANALISA Stn
HARGA
TOTAL
SATUAN (Rp)
HARGA (Rp)
Kg
PB
6.17
13,017.90
2,019,374.14
M²
PD
6.7.
97,598.00
6,387,398.71
M²
PPL
6.2.
50,704.40
4,927,047.96
M²
PC
6.14
27,120.00
2,635,304.64
M²
PC
6.80
45,789.00
266,455.35
M²
PPL
6.36
171,966.00
2,648,620.33
M²
PPL
6.54a
180,055.00
6,071,454.60
bh
PS
6.3.
365,460.00
1,461,840.00
bh
PS
6.35.
36,780.00
147,120.00
M
PS
6.25.
20,423.60
490,166.40
bh
PS
6.36.
30,230.00
120,920.00
M
PS
6.31.
85,107.70
340,430.80
M²
PPA
6.40a
76,911.00
2,527,295.46
M²
PPA
6.40b
123,277.00
4,050,882.22
M
PPA
6.39a
54,481.00
422,227.75
M
PPA
6.41.a
21,939.00
340,054.50
bh
PBA
6.80
327,836.00
1,311,344.00
PBA
6.15.a
475,121.36
711,541.74
bh M2
53,130,673.93
M2 Set Unit
PA
6.8 Taksir Taksir
7,460.00 1,500,000.00 5,500,000.00
8,772,960.00 1,500,000.00 5,500,000.00 15,772,960.00
REKAPITULASI NAMA PEKERJAAN
: PEMBANGUNAN DAN PENGEMBANGAN SARANA DISTRIBUSI PERDAGANGAN PASAR
LOKASI PEKERJAAN
: KECAMATAN SIALANG BUAH-KABUPATEN SERDANG BEDAGAI
NO
URAIAN PEKERJAAN
I
PEKERJAAN PENDAHULUAN
II
GEDUNG - A
III
GEDUNG - B
IV
PEMBUATAN KAMAR MANDI BARU
V
PEKERJAAN AKHIR JUMLAH PPN 10% TOTAL JUMLAH DIBULATKAN TERBILANG : SATU MILYAR TIGA RATUS DUA PULUH LIMA JUTA DELAPAN RATUS DUA PULUH TIGA RIBU RUPIAH
REKAPITULASI
AAN
JUMLAH HARGA ( RP )
3,560,000.00 401,596,317.20 745,349,666.36 53,130,673.93 15,772,960.00 1,219,409,617.49 121,940,961.75 1,341,350,579.24 1,341,350,000.00
DAFTAR HARGA SATUAN UPAH DAN BAHAN PEKERJAAN LOKASI SUMBER DANA NO. 1 1 2 3 4 5 6 7 8 9 10
#REF! :URAIAN HARGA UPAH 2
Pekerja Mandor Tukang Batu Tukang Kayu Tukang Besi Tukang Cat Tukang Sumur Bor Pembantu Ahli Bor Kepala Tukang Jaga Malam
Page 39 of 124
NO. 1
URAIAN HARGA BAHAN-BAHAN 2
A. 1 2 3 4 5
TIMBUNAN / GALIAN Tanah Timbun Pasir Timbun / urug Pasir Pasang Pasir Beton Sirtu
B. 1 2 3 4 5 6 7
BAHAN PEREKAT Portland Cement (PC) Cement Putih/ Warna Lem Kayu Lem Vinyl / Karet Aspal Laston AC WC Air kerja
C. 1 2 3 4 5 6 7 8
BATU / BATU CETAKAN Batu Kerikil (Tersaring) Batu Pecah 2 - 3 cm Batu kali Batu Bata Mesin 5x10x20 cm Batu Bata Biasa 5x10x20 cm Kanstin K.250, 15x30x40 cm Masa Block K 125, t.8 cm (Paving Block & Conblock) Ventilasi Beton
D. 1 2 3 4 5 6 7 8 9 10 11 12 13
KAYU / LANGIT-LANGIT Balok Kayu Damar Laut / Kelas I Papan Kayu Damar Laut / Kelas I Balok Kayu Meranti / Kelas II Papan Kayu Meranti / Kelas II Kayu Sembarang/Bekisting / Kelas III Papan Sembarang Bambu/ Kayu Dolken / kayu laut Ø 7,5 - 10 Plafond Gypsum 120 x 240 tbl. 9 mm Profil Gypsum 6" Listplank Kalsi 20x240 tbl. 8 mm Plywood 120 x 240 tbl. 9 mm Plywood 120 x 240 tbl. 6 mm Plywood 120 x 240 tbl. 4 mm
E. 1 2 3 4 5 6 3
BESI / KAWAT / ALLUMINIUM Besi Beton Polos Pintu Roling Door+Assesories Pintu Lipat+Assesories Besi CNP Besi Siku Besi Pipa Stenlissteel Kawat Beton
Page 40 of 124
NO. 1 4 5 6 7 4 5 5 6 7 8 9 10 11 12 13 14 15 16 17 18
URAIAN HARGA BAHAN-BAHAN 2 Kawat Licin / seng polos Kawat Las Profil rangka pintu aluminium 70.45.1.3 Profil rangka jendela aluminium 40.35.1.3 Pintu Fiber Kosen Pintu / jendela aluminium coklat 100.45.1.5 Kosen Pintu / jendela PVC Paku Beton 0,5 - 2" Paku Biasa 4 - 7" Paku seng Sekrup macam Ukuran Sekrup 0,5 - 2" Sekrup fisher Bout Mur Bout Ramset Furing untuk rangka utama Furing untuk rangka pembagi Furing untuk rangka ke dinding Pengikat rangka furing Kawat penggantung+klipper
Page 41 of 124
NO. 1
URAIAN HARGA BAHAN-BAHAN 2
F. 1 2 3 4 5 6 7 8 9 10 11
PENUTUP LANTAI DAN DINDING Semi Granit 60 x 60 cm Keramik 50 x 50 cm Keramik 40 x 40 cm motif kasar Keramik 20 x 20 cm Keramik 20 x 25 cm Keramik 40 x 40 cm Keramik 40 x 40 cm motif batu alam Batu kacang Batu Tempel Hitam/ Alam Andesit Batu Poros Wallpaper
G. 1 2 3 4 5 6 7 8 9 H. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 12 I. 1 2 3 4 5 6
PENUTUP ATAP Atap Genteng Metal/Multi Roof ( 4 tingkat ) Atap Seng gelombang 6' bjls 20 Atap Asbes gelombang 6' bjls 20 Rabung Asbes gelombang Rabung genteng metal Rangka atap baja ringan bentang kurang dari 8 m Rangka atap baja ringan bentang lebih dari 8 m Atap Zincalume t.0.35 mm Rabung Zincalume t.0.35 mm KUNCI DAN KACA Floor hinge + Engsel Kunci tanam antik Kunci tanam KM (bulat) Engsel pintu 4" Engsel jendela 3" Engsel angin Grendel Pintu 4" Grendel Jendela 3" Sealent Door handle/ Minimalis Tarikan Jendela Kaca Polos tbl. 5 mm Kaca Polos tbl. 6 mm Kaca Reyben tbl. 5 mm Kaca Reyben tbl. 8 mm Kaca Tempret tbl. 12 mm Kaca buram tbl. 8 mm Kaca Cermin tbl. 5 mm CAT / MINYAK Cat Penutup Catylac Cat Dasar Catylac Cat Penutup Dulux WSPRO Exterior Cat Minyak Dulux V Gloss Minyak Cat Plamir Kayu/Besi (Imfra)
Page 42 of 124
NO. 1
URAIAN HARGA BAHAN-BAHAN 2
7 8 9 10 11 12 13 14 15
Cat Dasar Minyak Plamir Tembok Tepung Dempul Gypsum Dempul Cat Minyak Bekisting Kuas kecil Ampelas/Kertas Pasir Solar Minyak pelumas
J. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 26 27 27 28 28 29 30 31 32 33 34 35
SANITASI / PIPA Kloset duduk / monoblok Lengkap tangki Kloset jongkok Kramik Wastafel warna (perlengkapan standard) Bak Air Fiber Kran air stainless Ø 1/2" - 3/4" (kuningan:Onda) Gate Valve Ø ½" (kuningan:Onda) Gate Valve Ø 3/4" (kuningan:Onda) Stop Kran Ø 1" (kuningan:Onda) Gate Valve Ø 1½" Gate Valve Ø 2" Ball Valve Ø ½" (kuningan:Onda) Check Valve Ø 1" (kuningan :Dcota) Check Valve Ø 2" (kuningan :Dcota) Fleksible Connection diameter 2" Foot Valve Ø 2" (kuningan :York) Strainer Ø 2" (SA CHR) Water Level Control Float Valve Pressure Gauge (10 kg) Pressure Switch Panel Air Bersih (P-AB) Floor Drain Ø 4" stainless standard Shower warna (perlengkapan standard) Pipa PVC Tipe AW Ø ½" Pipa PVC Tipe AW Ø 3/4" Pipa PVC Tipe AW Ø 1" Pipa PVC Tipe AW Ø 1½" Pipa PVC Tipe AW Ø 2" Pipa PVC Tipe AW Ø 3" Pipa PVC Tipe AW Ø 4" Pipa PVC Tipe AW Ø 6" Pipa PVC Ø 3" Pipa Galvanis Ø 1/2" Pipa Galvanis Ø 3/4" Pipa Galvanis Ø 1" Pipa Galvanis Ø 1½" Pipa Galvanis Ø 2" Pipa Galvanis Ø 3"
Page 43 of 124
NO. 1
URAIAN HARGA BAHAN-BAHAN 2
36 37 38 39 40 41 42
Pipa Galvanis Ø 4" Talang PVC 4" Pompa Transfer Pompa Boster Pompa Penguras Mesin Pompa Air 150 W - Sanyo Tangki Air Fiber Glass 2 m3 ( Excel )
K. 1 2 3 4 5 6 7 8 9 10
LISTRIK Lampu LED 18 W Lampu LED 5 W Saklar Tunggal Saklar Dobel Saklar Tripel Stop Kontak Broko Standard 1 Phase Stop Kontak Broko 3 Phase MCB 3 A Kabel Listrik NYM 3 x 2,5 mm2 Pipa Listrik
Page 44 of 124
GA SATUAN UPAH DAN BAHAN
HARGA 3 @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
SATUAN 4 70,000.00 92,000.00 91,800.00 91,800.00 91,800.00 91,800.00 91,800.00 70,000.00 105,000.00 70,000.00
Page 45 of 124
Org/Hari OH OH OH OH OH OH OH OH OM
HARGA 3
SATUAN 4
@Rp. @Rp. @Rp. @Rp. @Rp.
65,000.00 70,000.00 91,000.00 91,000.00 110,000.00
M3 M3 M3 M3 M3
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
1,400.00 3,300.00 19,200.00 19,200.00 11,000.00 685,000.00 100.00
Kg Kg Kg Kg Kg Ton Ltr
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
180,000.00 310,000.00 170,000.00 500.00 350.00 25,230.00 2,000.00 12,000.00
M3 M3 M3 Bh Bh Bh Bh Bh
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
6,500,000.00 6,500,000.00 5,500,000.00 5,500,000.00 2,500,000.00 50,000.00 10,350.00 73,600.00 11,500.00 13,410.00 138,000.00 87,600.00 81,600.00
M3 M3 M3 M3 M3 Kpg Btg Lbr M' M' Lbr Lbr Lbr
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
11,000.00 379,500.00 402,500.00 17,000.00 12,000.00 24,000.00 15,000.00
Kg Unit Unit Kg Kg Kg Kg
Page 46 of 124
HARGA 3 @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
SATUAN 4 18,000.00 35,000.00 23,200.00 17,500.00 250,000.00 27,300.00 45,000.00 500.00 19,200.00 300.00 21,200.00 300.00 200.00 6,200.00 2,000.00 11,000.00 11,000.00 11,000.00 2,275.00 7,000.00
Page 47 of 124
Kg Kg M' M' M2 M' M' Bh Kg Bh Kg Bh Bh Bh Bh Btg Btg Btg M Bh
HARGA 3 @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
SATUAN 4 40,390.00 19,250.00 10,300.00 2,400.00 3,100.00 10,000.00 15,000.00 40,000.00 120,000.00 114,700.00 10,000.00
Bh Bh Bh Bh Bh Bh Bh M2 M2 M2 M2
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
55,000.00 42,000.00 38,000.00 25,000.00 33,600.00 95,000.00 110,000.00 55,000.00 33,600.00
Lbr Lbr Lbr Bh Bh M2 M2 M2 Bh
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
1,100,000.00 190,000.00 100,000.00 14,000.00 9,000.00 6,100.00 8,600.00 5,810.00 40,000.00 250,000.00 10,000.00 95,000.00 140,000.00 130,000.00 180,000.00 500,000.00 188,000.00 156,000.00
Set Bh Bh Bh Bh Bh Bh Bh Kg Psg Bh M2 M2 M2 M2 M2 M2 M2
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
23,000.00 22,000.00 117,300.00 59,800.00 29,320.00 42,000.00
Kg Kg Kg Kg Kg Kg
Page 48 of 124
HARGA 3
SATUAN 4
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
40,000.00 27,000.00 27,000.00 27,000.00 65,000.00 8,000.00 3,800.00 7,300.00 20,000.00
Kg Kg Kg Kg Ltr Bh Lbr Ltr Ltr
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
2,000,000.00 120,000.00 850,000.00 150,000.00 25,300.00 92,000.00 102,350.00 70,000.00 178,825.00 230,000.00 57,500.00 83,950.00 167,900.00 103,500.00 253,000.00 120,750.00 140,000.00 100,625.00 109,250.00 69,000.00 258,750.00 20,000.00 125,000.00 8,000.00 10,000.00 20,000.00 27,500.00 35,000.00 45,000.00 55,000.00 60,000.00 20,000.00 16,000.00 20,000.00 35,000.00 47,500.00 60,000.00 85,000.00
Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M' M' M' M' M' M' M' M' M' M' M' M' M' M' M'
Page 49 of 124
HARGA 3
SATUAN 4
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
95,000.00 55,000.00 7,567,000.00 4,255,000.00 4,830,000.00 2,200,000.00 2,000,000.00
M' M' Unit Unit Unit Unit Unit
@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.
52,000.00 37,000.00 11,500.00 11,500.00 11,500.00 21,000.00 84,000.00 35,000.00 8,520.00 1,600.00
Bh Bh Bh Bh Bh Bh Bh Bh M' M'
Page 50 of 124
51
DAFTAR ANALISA BIAYA KONSTRUKSI TAHU PEKERJAAN
#REF!
LOKASI SUMBER DANA
:-
SNI 03-2835-2002
PEKERJAAN PERSIAPAN
PA
6.2.
1 m' Pagar sementara dari seng gelombang tinggi 2 meter SNI 03-2835-2002 / 6.2 Kayu dolken Semen Portland Seng gelombang Pasir Koral beton Kayu 5/7 Paku biasa 2" - 5"
1.250 Btg 2.500 Kg 1.200 Lbr 0.005 M3 0.009 M3 0.032 M3 0.060 Kg
Upah
Tukang kayu Pekerja Kepala tukang Mandor
0.200 Oh 0.400 Oh 0.020 Oh 0.020 Oh
6.4
1 m' Pengukuran dan Pemasangan bouwplank SNI 03-2835-2002 / 6.4 Kayu 5/7 Paku biasa 2" - 5" Kayu papan 3/10
0.012 M3 0.020 Kg 0.007 M3
Tukang kayu Pekerja Kepala tukang Mandor
0.100 Oh 0.100 Oh 0.010 Oh 0.005 Oh
Untuk 1 m1 pasang bowplank sederhana
0.500
Bahan
PA
Bahan
Upah
PA
6.5 Bahan
Upah
1 M2 Pembuatan Gudang Semen/Alat-Alat/Direksi Keet SNI 03-2835-2002 / 6.4 Dolken Kayu dia. 8-10/400 cm Kayu & Papan Paku Biasa Semen Portland Pasir Kerikil Seng Gelombang bjls
Tukang kayu Pekerja
0.000 btg 0.102 m3 0.300 kg 10.500 kg 0.030 m3 0.050 m3 1.500 lbr
2.000 Oh 1.000 Oh
Page 51 of 124
52
Kepala tukang Mandor
0.200 Oh 0.050 Oh Upah dihitung
PA
6.8 Upah
1 m² Membersihkan lapangan dan perataan SNI 03-2835-2002 / 6.8 Pekerja Mandor
Page 52 of 124
0.500
0.100 Oh 0.005 Oh
53
SNI 2835:2008 PT
6.1. Upah
PT
PT
6.1.a
6.7. Upah
PT
6.9.
Upah
PT
6.10.
0.750 Oh 0.025 Oh
Galian dan timbunan Pipa 1 m3 0.2x0.5x 70 m Galian Tanah Timbunan Pasir Timbunan Kembali dipadatkan
7.000 M³ 1.400 M³ 5.600 M³
Mengerjakan 1 m2 stripping tebing setinggi 1 meter SNI 2835:2008 / 6.7 Pekerja Mandor
0.050 Oh 0.005 Oh
Mengurug kembali 1m3 galian SNI 2835:2008 / 6.9 Mengurug kembali 1m3 galian dihitung dari 1/3 kali dari indeks pekerjaan galian PT 6.1. 0.333
0.500 Oh 0.050 Oh
Mengurug 1 m3 pasir urug padat SNI 2835:2008 / 6.11 Pasir urug
1.200 M³
Upah
Pekerja Mandor
0.300 Oh 0.010 Oh
6.15a
Menimbun 1 m3 tanah padat SNI 2835:2008 / 6.15a Tanah timbun
1.200 M³
Pekerja Mandor
0.250 Oh 0.025 Oh
6.11. Bahan
PT
Menggali 1 m3 tanah biasa sedalam 1 meter SNI 2835:2008 / 6.1 Pekerja Mandor
Memadatkan kembali 1 m3 tanah (per 20 cm) SNI 2835:2008 / 6.10 Pekerja Mandor
Upah
PT
HARGA SATUAN PEKERJAAN TANAH
Bahan
Upah
SNI 2835:2008
HARGA SATUAN PEKERJAAN PONDASI Page 53 of 124
54
PP
6.1. Bahan
Upah
Memasang 1 M³ pondasi batu belah/kali, 1 PC : 3 PP SNI 2835:2008 / 6.1 Batu kali 15/20 cm Semen portland (PC) Pasir pasang
Pekerja Tukang batu Kepala tukang Mandor
1.200 M³ 202.000 Kg 0.485 M³
1.500 Oh 0.750 Oh 0.075 Oh 0.075 Oh
Page 54 of 124
55
SNI 6897:2008 PD
6.7. Bahan
PD
Pekerja Tukang batu Kepala tukang Mandor
6.9.
Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 4 PP SNI 6897:2008 / 6.9 Bata merah 70.000 Bh Semen portland (PC) 11.500 Kg Pasir pasang 0.043 M³
0.300 0.100 0.010 0.015
Oh Oh Oh Oh
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.300 0.100 0.010 0.015
Oh Oh Oh Oh
6.23.a
Memasang 1 bh Batu Terawang SNI 6897:2008 / 6.23 Roster/terawang Semen portland Pasir pasang
1.000 0.367 0.001
Bh Kg M³
Pekerja Tukang batu Kepala tukang Mandor
0.010 0.003 0.000 0.001
Oh Oh Oh Oh
Bahan
Upah
SNI 2837:2008 PPL
Memasang 1m2 dinding bata merah tebal 1/2 bata, camp. 1PC : 2 PP SNI 6897:2008 / 6.7 Bata merah 70.000 Bh Semen portland 18.950 Kg Pasir pasang 0.038 M³
Upah
Bahan
PD
PEKERJAAN DINDING
6.2. Bahan
Upah
HARGA SATUAN PEKERJAAN PLESTERAN Memasang 1 m2 Plesteran 1 PC : 2 PP, tebal 15 mm SNI 2837:2008 / 6.2 Semen portland (PC) Pasir pasang
Pekerja Tukang batu Kepala tukang Mandor
10.224 Kg 0.020 M³
0.300 Oh 0.150 Oh 0.015 Oh 0.015 Oh
Page 55 of 124
56
PPL
6.3. Bahan
Upah
Memasang 1 m2 Plesteran 1 PC : 3 PP, tebal 15 mm SNI 2837:2008 / 6.3 Semen portland (PC) Pasir pasang
7.776 Kg 0.023 M³
Pekerja Tukang batu Kepala tukang Mandor
0.300 Oh 0.150 Oh 0.015 Oh 0.015 Oh
Page 56 of 124
57
PPL
6.4.
Memasang 1 m2 Plesteran 1 PC : 4 PP, tebal 15 mm SNI 2837:2008 / 6.4 Semen portland (PC) Pasir pasang
6.240 Kg 0.024 M³
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.300 Oh 0.150 Oh 0.015 Oh 0.015 Oh
PPL
6.13.a
PPL PPL
6.13. 6.27.
Memasang 1 m relief SNI 2837:2008 / 6.4 Memasang 1 m2 Plesteran 1 PC : 2 PP, tebal 20 mm Memasang 1 m2 Acian
0.200 0.220
PPL
6.27.
Memasang 1 m2 Acian SNI 2837:2008 / 6.27 Semen portland (PC)
3.250 Kg
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.100 Oh 0.050 Oh 0.005 Oh 0.005 Oh
supl
PPL.01
PPL PPL
6.13. 6.27.
Memasang 1 m2 relief SNI 2837:2008 / 6.27 Plesteran t 40 mm Acian
2.000 1.000 M²
supl supl
PPL.02 PPL.01
Memasang 1 m1 relief Memasang 1 m1 relief
0.055
Bahan
Bahan
SNI 3434:2008 PK
6.1. Bahan
Upah
HARGA SATUAN PEKERJAAN KAYU Membuat dan memasang 1m3 kusen pintu dan jendela, kayu kelas I: SNI 3434:2008 / 6.1 Balok kayu 1.100 M³ Paku 10cm 1.250 Kg Lem Kayu 1.000 Kg
Pekerja Tukang kayu Kepala tukang Mandor
7.000 Oh 21.000 Oh 2.100 Oh 0.350 Oh
Page 57 of 124
58
PK
6.5. Bahan
Upah
Membuat dan memasang 1m2 pintu panel, kayu kelas II: SNI 3434:2008 / 6.5 Papan Kayu Lem Kayu
0.040 M³ 0.500 Kg
Pekerja Tukang kayu Kepala tukang Mandor
1.000 Oh 3.000 Oh 0.300 Oh 0.050 Oh
Page 58 of 124
59
PK
6.6. Bahan
Upah
Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas II: SNI 3434:2008 / 6.6 Papan Kayu 0.024 M3 Kaca Reyben 5 mm 0.650 M2 Lem Kayu 0.800 Kg
Pekerja Tukang kayu Kepala tukang Mandor
SNI 7394:2008
0.800 Oh 2.400 Oh 0.240 Oh 0.040 Oh
PEKERJAAN BETON
catatan : Bobot isi pasir = 1.400kg/m3, Bobot isi kerikil = 1.350 kg/m3, bukling factor = 20%
PB
PB
PB
6.6.
Membuat 1 m3 beton mutu f’c = 16,9 MPa (K 200), slump (12 ± 2)cm, w/c = 0,
Bahan
Semen Portland (PC) Pasir Kerikil (maksimum 3 mm) Air
Upah
Pekerja Tukang batu Kepala tukang Mandor
6.7.
Membuat 1 m3 beton mutu f’c = 19,3 MPa (K 225), slump (12 ± 2)cm, w/c = 0,
Bahan
Semen Portland (PC) Pasir Kerikil (maksimum 3 mm) Air
Upah
Pekerja Tukang batu Kepala tukang Mandor
6.17
Pembesian 10 kg dengan besi beton
Bahan
Besi beton Kawat beton
Upah
Pekerja
352.00 Kg 731.00 Kg 1031.00 Kg 215.00 Ltr
1.650 Oh 0.275 Oh 0.028 Oh 0.083 Oh
371.00 Kg 698.00 Kg 1047.00 Kg 215.00 Ltr
1.650 Oh 0.275 Oh 0.028 Oh 0.083 Oh
10.500 Kg 0.150 Kg
0.070 Oh
Page 59 of 124
60
Tukang besi Kepala tukang Mandor
0.070 Oh 0.007 Oh 0.004 Oh
Pembesian 1 kg besi beton PB
0.1000
6.20.
Memasang 1 m2 bekisting untuk pondasi
Bahan
Kayu kelas III Paku 5 cm - 10 cm Minyak bekisting
0.040 M³ 0.300 Kg 0.100 Ltr
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.520 Oh 0.260 Oh 0.026 Oh 0.026 Oh
Page 60 of 124
61
PB
PB
PB
PB
PB
PB
6.20.a
6.20.b
Memasang 1 m2 bekisting untuk pondasi bahan 2 x pakai Bahan PB 6.20.
0.500
Upah
1.000
PB
6.20.
Memasang 1 m2 bekisting untuk lantai dasar Bahan PB 6.20.
0.300
Upah
0.300
PB
6.20.
6.21.
Memasang 1 m2 bekisting untuk sloof
Bahan
Kayu kelas III Paku 5 cm - 10 cm Minyak bekisting
0.045 M³ 0.300 Kg 0.100 Ltr
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.520 Oh 0.260 Oh 0.026 Oh 0.026 Oh
6.21.a
Memasang 1 m2 bekisting untuk sloof 2 x pakai Bahan PB 6.21.
0.500
Upah
1.000
PB
6.21.
6.22.
Memasang 1 M2 bekisting untuk Kolom
Bahan
Kayu kelas III Paku biasa 2' - 5" Minyak bekisting Balok Kayu kelas III Plywood tebal 9 mm Bambu
0.040 M³ 0.400 Kg 0.200 Ltr 0.015 M³ 0.350 Lbr 2.000 Btg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.660 Oh 0.330 Oh 0.033 Oh 0.033 Oh
6.22.a
Memasang 1 m2 bekisting untuk kolom bahan 2 x pakai Bahan PB 6.22.
0.500
Page 61 of 124
62
Upah
PB
6.22.b
PB
6.22.
1.000
Memasang 1 m2 bekisting untuk kolom praktis Bahan PB 6.22.
0.500
Upah
0.500
PB
6.22.
Page 62 of 124
63
PB
PB
PB
PB
PB
6.23.
Memasang 1 M2 bekisting untuk Balok
Bahan
Kayu kelas III Paku biasa 2' - 5" Minyak bekisting Balok Kayu kelas III Plywood tebal 9 mm Bambu
0.040 M³ 0.400 Kg 0.200 Ltr 0.018 M³ 0.350 Lbr 2.000 Btg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.660 Oh 0.330 Oh 0.033 Oh 0.033 Oh
6.23.a
Memasang 1 m2 bekisting untuk balok bahan 2 x pakai Bahan PB 6.23.
0.500
Upah
1.000
6.23.b
PB
6.23.
Memasang 1 m2 bekisting untuk balok praktis Bahan PB 6.23.
0.486
Upah
0.486
PB
6.23.
6.24.
Memasang 1 M2 bekisting untuk plat lantai
Bahan
Kayu kelas III Paku biasa 2' - 5" Minyak bekisting Balok Kayu kelas III Plywood tebal 9 mm Bambu
0.040 M³ 0.400 Kg 0.200 Ltr 0.015 M³ 0.350 Lbr 6.000 Btg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.660 Oh 0.330 Oh 0.033 Oh 0.033 Oh
6.23.a
Memasang 1 m2 bekisting untuk lantai bahan 2 x pakai Bahan PB 6.24.
0.500
Upah
1.000
PB
6.24.
Page 63 of 124
64
PB
PB
6.24.b
Memasang 1 m2 bekisting untuk meja Bahan PB 6.24.
0.125
Upah
0.125
PB
6.24.
6.24.c
Memasang 1 M2 bekisting untuk plat lantai
Bahan
Kayu kelas III Paku biasa 2' - 5" Minyak bekisting
0.040 M³ 0.400 Kg 0.200 Ltr
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.297 Oh 0.148 Oh 0.015 Oh 0.015 Oh
Page 64 of 124
65
PB
PB
6.25.
Memasang 1 M2 bekisting untuk dinding
Bahan
Kayu kelas III Paku biasa 2' - 5" Minyak bekisting Balok Kayu kelas III Plywood tebal 9 mm Bambu Formtie/penjaga jarak bekisting/spacer
0.030 M³ 0.400 Kg 0.200 Ltr 0.020 M³ 0.350 Lbr 3.000 Btg 4.000 Btg
Bahan bekisting dihitung pakai 2 x
0.500
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.660 Oh 0.330 Oh 0.033 Oh 0.033 Oh
6.26.
Memasang 1 M2 bekisting untuk tangga SNI 7394:2008 / 6.26 Kayu kelas III Paku biasa 2' - 5" Minyak bekisting Balok Kayu kelas III Plywood tebal 9 mm Bambu
0.030 M³ 0.400 Kg 0.150 Ltr 0.015 M³ 0.350 Lbr 2.000 Btg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.660 Oh 0.330 Oh 0.033 Oh 0.033 Oh
7.1.
Membuat 1 m3 beton tumbuk, 1 Pc : 3 Ps : 5 Kr SNI 2002 / ABK-PU 6.1 Semen portland Pasir Kerikil
Bahan
PB
Bahan
PB
Upah
Pekerja Tukang batu Kepala tukang Mandor
7.13. Bahan
1 m3 Membuat beton camp. 1 Pc : 2 Ps : 3 Kr SNI 2002 / ABK-PU 6.9 / 7.13 Semen portland Pasir Kerikil 2 - 3
Upah
Pekerja
218.000 Kg 0.520 M³ 0.870 M³
1.650 Oh 0.250 Oh 0.025 Oh 0.080 Oh
336.000 Kg 0.540 M³ 0.810 M³
1.650 Oh
Page 65 of 124
66
Tukang batu Kepala tukang Mandor
SNI 03-3436-2002 PPA
6.39a Bahan
Upah
0.250 Oh 0.025 Oh 0.080 Oh
PEKERJAAN PENUTUP ATAP
1 M' Pasang rabung alumi zink warna SNI 03-3436-2002 / 6.39a Rabung alumi zink warna Paku hak panjang 15 cm
1.050 0.020
Bh Kg
Pekerja Tukang Kayu Kepala Tukang Mandor
0.150 0.075 0.008 0.006
Oh Oh Oh Oh
Page 66 of 124
67
PPA
6.40a
1 M2 Pasang atap alumi zink warna 0,35mm SNI 03-3436-2002 / 6.40a Atap alumi zink warna 0.35mm Paku hak panjang 15 cm
1.050 0.020
M² Kg
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.150 0.075 0.008 0.006
Oh Oh Oh Oh
6.40b
1 M2 Pasang rangka baja ringan bentang kurang dari 8 m SNI 03-3436-2002 / 6.40a Rangka Baja Ringan Sederhana
1.100
M²
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.150 0.075 0.008 0.006
Oh Oh Oh Oh
6.40c
1 M2 Pasang rangka baja ringan bentang lebih dari 8 m SNI 03-3436-2002 / 6.40a Rangka Baja Ringan Sederhana
1.100
M²
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.150 0.075 0.008 0.006
Oh Oh Oh Oh
6.41.a
1 M' Pasang Listplank Kalsi SNI 03-3436-2002 / 6.41 Listplank GRC Sekrup
1.100 0.040
M Kg
Pekerja Tukang Kayu Kepala Tukang Mandor
0.025 0.050 0.000 0.000
Oh Oh Oh Oh
1.000
Bh
Bahan
PPA
Bahan
PPA
Bahan
PPA
Bahan
Upah
SNI 2002 PKK
6.2 Bahan
PEKERJAAN KUNCI DAN KACA 1 buah pasang kunci tanam biasa SNI 2002 / 6.2 Kunci tanam biasa
Page 67 of 124
68
PKK
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.010 0.500 0.010 0.005
Oh Oh Oh Oh
6.4
1 buah pasang kunci silinder SNI 2002 / 6.4 Kunci silinder
1.000
Bh
0.005 0.500 0.005 0.0025
Oh Oh Oh Oh
Bahan
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
Page 68 of 124
69
PKK
6.5 Bahan
PKK
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
6.5a
1 buah pasang grendel pintu 4" SNI 2002 / 6.5 engsel pintu
Bahan
PKK
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
6.6
1 buah pasang engsel jendela SNI 2002 / 6.6 Engsel jendela
Bahan
PKK
1.000
Bh
0.015 0.150 0.015 0.0075
Oh Oh Oh Oh
1.000
Bh
0.015 0.150 0.015 0.0075
Oh Oh Oh Oh
1.000
Bh
0.010 0.100 0.010 0.0005
Oh Oh Oh Oh
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
6.7
1 buah pasang engsel angin SNI 2002 / 6.7 Engsel angin
1.000
Bh
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.020 0.200 0.020 0.010
Oh Oh Oh Oh
6.12
1 .pasang pegangan pintu / door holder minimalis SNI 2002 / 6.12 Pegangan pintu/door holder minimalis
1.000 psg
Bahan
PKK
1 buah pasang engsel pintu 4" SNI 2002 / 6.5 engsel pintu
Bahan
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.050 0.500 0.050 0.0025
Page 69 of 124
Oh Oh Oh Oh
70
PKK
6.12b Bahan
Upah
1 buah pasang grendel pintu SNI 2002 / 6.13 Grendel
Pekerja Tukang Kayu Kepala Tukang Mandor
Page 70 of 124
1.000
Bh
0.010 0.100 0.010 0.0005
Oh Oh Oh Oh
71
PKK
6.12c Bahan
PKK
0.010 0.100 0.010 0.0005
Oh Oh Oh Oh
6.12d
1 buah pegangan jendela SNI 2002 / 6.6 Pegangan jendela
1.000
Bh
Upah
Pekerja Tukang Kayu Kepala Tukang Mandor
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
6.12e
1 buah pegangan pintu SNI 2002 / 6.6 Pegangan pintu
1.000
Bh
Pekerja Tukang Kayu Kepala Tukang Mandor
0.010 0.100 0.010 0.005
Oh Oh Oh Oh
Upah
SNI 2839:2008 6.7
HARGA SATUAN PEKERJAAN LANGIT - LANGIT 1 M² Langit - langit gypsum board, tebal 9 mm SNI 2839:2008/ 6.7 Gypsum board (1200/2400/9) mm Tepung dempul Paku sekrup
0.364 Lbr 0.050 Kg 0.110 Kg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.100 Oh 0.050 Oh 0.005 Oh 0.005 Oh
6.8
Memasang 1 m' plafond gypsum profil SNI 2839:2008/ 6.8
Bahan
PLL
Bh
Pekerja Tukang Kayu Kepala Tukang Mandor
Bahan
PLL
1.000
Upah
Bahan
PKK
1 buah pasang grendel jendela SNI 2002 / 6.13 Grendel
Page 71 of 124
72
Bahan
List gypsum profil Tepung dempul
1.050 Lbr 0.150 Kg
Upah
Pekerja Tukang kayu Kepala tukang Mandor
0.060 Oh 0.060 Oh 0.006 Oh 0.003 Oh
Page 72 of 124
73
PLL
7.1 Bahan
Upah
SNI 7395:2008 PPL
6.13.a
Pekerja Tukang kayu Kepala tukang Mandor
0.200 Oh 0.300 Oh 0.030 Oh 0.010 Oh
PEKERJAAN PENUTUP LANTAI DAN DINDING
3.056 9.600 0.045 1.500
Bh Kg M³ Kg
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.240 0.120 0.012 0.012
Oh Oh Oh Oh
6.35a
Memasang 1 m2 lantai granit 60 x 60 cm SNI 7395:2008 / 6.35a Granit 60 x 60 cm Semen portland Pasir pasang Semen warna
3.056 10.000 0.045 1.500
Bh Kg M³ Kg
0.350 0.175 0.018 0.018
Oh Oh Oh Oh
4.400 10.000 0.045 1.500
Bh Kg M³ Kg
Bahan
PPL
0.270 btg 0.390 btg 0.140 btg 1.680 btg 0.850 bh 0.740 bh 1.080 bh
Memasang 1 m2 lantai granit ukuran 60 x 60 cm SNI 7395:2008 / 6.13 Granit 60 x 60 cm Semen portland Pasir pasang Semen warna
Bahan
PPL
Memasang 1 M2 Langit - langit besi furing Dihitung Furing untuk rangka utama Furing untuk rangka pembagi Furing untuk rangka ke dinding Pengikat rangka furing Paku Ramset Paku beton Furing untuk penggantung
Upah
Pekerja Tukang batu Kepala tukang Mandor
6.35b
Memasang 1 m2 lantai keramik 50 x 50 cm SNI 7395:2008 / 6.35a Keramik 50 x 50 cm Semen portland Pasir pasang Semen warna
Bahan
Page 73 of 124
74
PPL
Upah
Pekerja Tukang batu Kepala tukang Mandor
6.35c
Memasang 1 m2 lantai keramik 40 x 40 cm SNI 7395:2008 / 6.35b Keramik 40 x 40 cm Semen portland Pasir pasang Semen warna
Bahan
Upah
Pekerja Tukang batu Kepala tukang Mandor
Page 74 of 124
0.420 0.210 0.021 0.021
Oh Oh Oh Oh
6.875 10.000 0.045 1.500
Bh Kg M³ Kg
0.525 0.263 0.026 0.026
Oh Oh Oh Oh
75
PPL
6.35.d Bahan
PPL
6.875 10.000 0.045 1.500
Bh Kg M³ Kg
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.525 0.263 0.026 0.026
Oh Oh Oh Oh
6.35.e
Memasang 1 m2 lantai keramik 40 x 40 cm motif batu alam SNI 7395:2008 / 6.35b Keramik 40 x 40 cm motif kasar 6.875 Semen portland 10.000 Pasir pasang 0.045 Semen warna 1.500
Bh Kg M³ Kg
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.525 0.263 0.026 0.026
Oh Oh Oh Oh
6.36
Memasang 1 m2 lantai keramik 20 x 20 cm SNI 7395:2008 / 6.36 Keramik 20 x 20 cm Semen portland Pasir pasang Semen warna
27.500 10.400 0.045 1.620
Bh Kg M³ Kg
0.620 0.350 0.035 0.030
Oh Oh Oh Oh
Bahan
PPL
Memasang 1 m2 lantai keramik 40 x 40 cm motif kasar SNI 7395:2008 / 6.35b Keramik 40 x 40 cm motif kasar Semen portland Pasir pasang Semen warna
Bahan
Upah
G. 67.a
Pekerja Tukang batu Kepala tukang Mandor
1 M² Pasang lantai conblock
Bahan
Conblok K.175 Pasir
44.000 0.100
Bh M³
Upah
Pekerja Tukang Kepala tukang Mandor
0.2500 0.1250 0.0063 0.1250
Oh Oh Oh Oh
Page 75 of 124
76
PPL
6.54a Bahan
PPL
1 M² Pasang dinding keramik 20 x 25 cm SNI 7395:2008 / 6.54a Keramik 20 x 25 cm Portland Cement Pasir pasang Semen warna
Upah
Pekerja Tukang batu Kepala tukang Mandor
6.57
Memasang 1 m2 dinding batu poros SNI 7395:2008 / 6.57 Batu poros Portland Cement Pasir pasang
Bahan
Upah
Pekerja Tukang batu Kepala tukang Mandor
Page 76 of 124
22.000 9.300 0.018 1.940
Bh Kg M³ Kg
0.600 0.450 0.045 0.030
Oh Oh Oh Oh
1.050 11.750 0.035
M² Kg M³
0.620 0.350 0.035 0.030
Oh Oh Oh Oh
77
PPL
6.58
Memasang 1 m2 dinding batu tempel hitam/ batu alam andesit SNI 7395:2008 / 6.58 Batu tempel hitam/ batu alam andesit 1.100 Portland Cement 11.750 Pasir pasang 0.035
M² Kg M³
Upah
Pekerja Tukang batu Kepala tukang Mandor
0.700 0.350 0.035 0.035
Oh Oh Oh Oh
PPL-0.1
Memasang 1 m2 dinding batu alam SNI 7395:2008 / 6.58 Batu tempel Alam Portland Cement Pasir pasang
1.100 11.750 0.035
M² Kg M³
0.700 0.350 0.035 0.035
Oh Oh Oh Oh
Bahan
Supl
Bahan
Upah
SNI T-15-2002 PS
6.1. Bahan
PS
Pekerja Tukang batu Kepala tukang Mandor
PEKERJAAN SANITASI Memasang 1 buah kloset duduk SNI T-15-2002 / 6.1 Klosed duduk lengkap tabung Perlengkapan
1.000 6% harga klosed
Bh
Upah
Pekerja Tukang batu Kepala tukang Mandor
3.300 1.500 0.150 0.160
Oh Oh Oh Oh
6.3.
Memasang 1 buah kloset jongkok SNI T-15-2002 / 6.3 Klosed jongkok Bata merah 5x11x22 cm Semen portland Pasir pasang
1.000 7.000 6.000 0.010
Bh Bh Kg M³
Pekerja Tukang batu Kepala tukang Mandor
1.000 1.500 0.150 0.100
Oh Oh Oh Oh
Bahan
Upah
Page 77 of 124
78
PS
6.17.a PT 6.1. PT 6.9. PB 7.1. PD 6.9. PPL 6.4.
Memasang 1 m1 Saluran pasangan batu bata SNI T-15-2002 / 6.17 Galian Tanah Timbunan Kembali Lantai Keja 1:3:5 Pas. Batu bata 1:4 Plesteran 1:4
Page 78 of 124
0.210 0.030 0.060 0.800 1.300
M³ M³ M³ M² M²
79
PS
6.25. Bahan
PS
Upah
Pekerja Tukang Kepala tukang Mandor
6.26.
Memasang 1 m' pipa PVC tipe AW diameter ¾" SNI T-15-2002 / 6.26 Pipa PVC Perlengkapan
Bahan
PS
Upah
Pekerja Tukang Kepala tukang Mandor
6.27.
Memasang 1 m' pipa PVC tipe AW diameter 1" SNI T-15-2002 / 6.27 Pipa PVC Perlengkapan
Bahan
PS
Upah
Pekerja Tukang Kepala tukang Mandor
6.29.
Memasang 1 m' pipa PVC tipe AW diameter 2" SNI T-15-2002 / 6.29 Pipa PVC Perlengkapan
Bahan
PS
Memasang 1 m' pipa PVC tipe AW diameter ½" SNI T-15-2002 / 6.25 Pipa PVC Perlengkapan
Upah
Pekerja Tukang Kepala tukang Mandor
6.31.
Memasang 1 m' pipa PVC tipe AW diameter 3" SNI T-15-2002 / 6.31 Pipa PVC Perlengkapan
Bahan
Page 79 of 124
1.100 35% harga pipa
M´
0.036 0.060 0.006 0.0018
Oh Oh Oh Oh
1.100 35% harga pipa
M´
0.036 0.060 0.006 0.0018
Oh Oh Oh Oh
1.100 35% harga pipa
M´
0.036 0.060 0.006 0.0018
Oh Oh Oh Oh
1.100 35% harga pipa
M´
0.054 0.090 0.009 0.0027
Oh Oh Oh Oh
1.100 35% harga pipa
M´
80
PS
Upah
Pekerja Tukang Kepala tukang Mandor
6.32.
Memasang 1 m' pipa PVC tipe AW diameter 4" SNI T-15-2002 / 6.32 Pipa PVC Perlengkapan
Bahan
Upah
Pekerja Tukang Kepala tukang Mandor
Page 80 of 124
0.081 0.135 0.0135 0.0041
Oh Oh Oh Oh
1.100 35% harga pipa
M´
0.081 0.135 0.0135 0.0041
Oh Oh Oh Oh
81
PS
Memasang 1 bh kran diameter ¾" atau ½" SNI T-15-2002 / 6.35 Kran air Seal tape
1.000 0.250
Bh Bh
Upah
Pekerja Tukang Kepala tukang Mandor
0.000 0.100 0.010 0.000
Oh Oh Oh Oh
6.35.a
Memasang 1 bh Stop Kran diameter 1" SNI T-15-2002 / 6.35 Stop Kran Seal tape
1.000 0.250
Bh Bh
Upah
Pekerja Tukang Kepala tukang Mandor
0.000 0.100 0.010 0.000
Oh Oh Oh Oh
6.36.
Memasang 1 bh Floor drain SNI T-15-2002 / 6.36 Floor drain
1.000
Bh
Pekerja Tukang Kepala tukang Mandor
0.000 0.100 0.010 0.000
Oh Oh Oh Oh
6.35. Bahan
PS
Bahan
PS
Bahan
Upah
SNI 7393:2008 PBA
6.5 Bahan
PBA
PEKERJAAN BESI DAN ALUMINIUM Mengerjakan 10 cm SNI 7393:2008 /6.5 Kawat las listrik Solar Minyak pelumas
pengelasan dengan las listrik 0.040 kg 0.030 Liter 0.004 Liter
Upah
Pekerja Tukang besi Kepala tukang Mandor
0.100 Oh 0.100 Oh 0.001 Oh 0.005 Oh
6.8
Memasang 1 m2 pintu bahan plastik/PVC SNI 7393:2008 /6.8
Page 81 of 124
82
PBA
Bahan
Pintu Fiber
1.000 M²
Upah
Pekerja Tukang Kepala tukang Mandor
0.440 Oh 0.440 Oh 0.044 Oh 0.022 Oh
6.11
Memasang 1 m kusen pintu alluminium SNI 7393:2008 /6.11 Profil alluminium Skrup fixer Sealant
1.100 m 2.000 Buah 0.060 Tube
Bahan
Upah
Pekerja Tukang Kepala tukang Mandor
0.430 Oh 0.430 Oh 0.0043 Oh 0.0021 Oh
Page 82 of 124
83
PBA
6.13
Memasang 1 m2 pintu/Jendela kaca rangka alluminium SNI 7393:2008 /6.13 Profil Pintu alluminium Profil kaca rayben 5 mm Sealant
4.400 m 1.100 m2 0.270 Kg
Upah
Pekerja Tukang Kepala tukang Mandor
0.085 Oh 0.085 Oh 0.009 Oh 0.005 Oh
6.13.a
Memasang 1 m2 Jendela kaca rangka alluminium SNI 7393:2008 /6.13 Profil Pintu alluminium Profil kaca rayben 5 mm Sealant
4.400 m 1.100 m2 0.270 Kg
Upah
Pekerja Tukang Kepala tukang Mandor
0.085 Oh 0.085 Oh 0.009 Oh 0.005 Oh
6.15
Memasang 1 m2 terali/ Handril besi hollow SNI 7393:2008 /6.15 Besi hollow & Base Plate Besi hollow Pengelasan Dinabolt
Bahan
PBA
Bahan
PBA
Bahan
Upah
PBA
6.15.a Bahan
Upah
10.308 Kg 11.775 Kg 120.879 cm 4.000 Buah
Tukang las Pekerja Kepala tukang Mandor
1.670 Oh 1.670 Oh 0.167 Oh 0.083 Oh
Upah
0.500
Memasang 1 m2 Drill SNI 7393:2008 /6.15 Besi L Besi Beton Pengelasan PBA Baut Angkur
6.5
Tukang las Pekerja Kepala tukang Mandor
6.960 Kg 12.336 Kg 100.000 cm 8.000 Buah
1.670 Oh 1.670 Oh 0.167 Oh 0.083 Oh
Page 83 of 124
84
Upah
PBA
6.15a Bahan
Upah
0.500
Memasang 1 m2 kanopy Kaca SNI 7393:2008 /6.15 Besi hollow & Base Plate Pengelasan Dinabolt Atap Kaca + accessories
9.000 Kg 70.000 cm 2.000 Buah 1.000 m2
Tukang las Pekerja Kepala tukang Mandor
1.670 Oh 1.670 Oh 0.167 Oh 0.083 Oh
Upah
0.250
Page 84 of 124
85
SNI 2002-ABK PC PC
PC
6.8
1M² Pengecatan bidang kayu baru 1 lps Plamir, 1 lps cat dasar, 2 lps cat minyak
Bahan
Minyak cat Plamir (Imfra) Cat dasar Cat minyak 2 x
0.200 Kg 0.150 Kg 0.170 Kg 0.260 Kg
Upah
Pekerja Tukang cat Kepala tukang Mandor
0.070 Oh 0.090 Oh 0.0090 Oh 0.0025 Oh
6.14
1M² Pengecatan tembok baru (1 lapis plamir,1 lapis cat dasar,2 lapis cat penutu SNI 2002-ABK PC / 6.14 Plamir Tembok 0.120 Kg Cat dasar 0.120 Kg Cat Tembok 2 x 0.260 Kg
Bahan
Upah
Pekerja Tukang cat Kepala tukang Mandor
DIHITUNG PLI
7.01
0.040 Oh 0.120 Oh 0.012 Oh 0.002 Oh
PEKERJAAN LISTRIK Memasang 1 Titik Instalasi Penerangan SNI 2002-ABK PC / 6.14 Kabel NYM 3x2,5 mm Pipa konduit uPVC 20 mm Fitting, kotak sambung, klem & alat bantu lainnya
7.000 M´ 7.000 M´ 10% Ls
Upah
Pekerja Tukang Listrik Kepala tukang Mandor
0.210 Oh 0.210 Oh 0.005 Oh 0.002 Oh
7.02
Memasang 1 Bh Stop Kontak SNI 2002-ABK PC / 6.14 Kabel NYM 3x2,5 mm Pipa konduit uPVC 20 mm klem & alat bantu lainnya
4.000 M´ 4.000 M´ 10% Ls
Pekerja Tukang cat
0.210 Oh 0.210 Oh
Bahan
PLI
PEKERJAAN PENGECATAN
Bahan
Upah
Page 85 of 124
86
Kepala tukang Mandor
DIHITUNG PSA PT PT PB PD PPL PB PB PB hrg
8.01 6.1. 6.11. 7.1. 6.9. 6.4. 7.13. 6.17 6.24.b bhn
0.005 Oh 0.002 Oh
PEKERJAAN SANITASI Pembuatan 1 Unit septictank Galian Tanah Pasir Urug Cor lantai kerja Pas. Bt. Bata Plesteran Bt, Bata Cor lantai atas Tulangan Papan Maal Pipa hawa
Page 86 of 124
8.475 0.488 0.488 16.150 18.700 0.375 26.250 3.750 1.000
M³ M³ M³ M² M² M³ Kg Kg Bh
87
PSA PT hrg hrg hrg
8.02 6.1. bhn bhn bhn
Pembuatan 1 Unit Resapan Galian Tanah Lapisan Ijuk Lapisan batu kelapa Sirtu
PSA
8.03
Pembuatan 1 Unit Sumur Dalam max 40 dia. 2"
Bahan
Sewa Mesin Bor + Perlengkapan Sewa Mesin Pompa Geolistrik Pemipaan, perlengkapan dan finishing Uji test laboratorium air layak pakai
Upah
Pekerja Pembantu Ahli Bor Tukang Sumur Bor Mandor
2.363 0.564 0.400 0.400
M³ M³ M³ M²
56.000 jam 56.000 jam 1.000 Ttk 1.000 Set 1.000 Set
5.250 Oh 5.250 Oh 7.000 Oh 5.250 Oh
Page 87 of 124
88
IAYA KONSTRUKSI TAHUN 2015
x x x x x x x
Rp Rp Rp Rp Rp Rp Rp Jumlah (1)
10,350 = 1,400 = 42,000 = 91,000 = 180,000 = 2,500,000 = 19,200 = =
Rp Rp Rp Rp Rp Rp Rp Rp
12,937.50 3,500.00 50,400.00 455.00 1,620.00 78,750.00 1,152.00 148,814.50
x x x x
Rp 91,800 = Rp 70,000 = Rp 105,000 = Rp 92,000 = Jumlah (2) = Jumlah (1) + (2) =
Rp Rp Rp Rp Rp Rp
18,360.00 28,000.00 2,100.00 1,840.00 50,300.00 199,114.50
2,500,000 = 19,200 = 2,500,000 = =
Rp Rp Rp Rp
30,000.00 384.00 17,500.00 47,884.00
Rp 91,800 = Rp 70,000 = Rp 105,000 = Rp 92,000 = Jumlah (2) = Jumlah (1) + (2) = x Rp 65,574 =
Rp Rp Rp Rp Rp Rp Rp
9,180.00 7,000.00 1,050.00 460.00 17,690.00 65,574.00 32,787.00
x x x x x x x
10,350 = 2,500,000 = 19,200 = 1,400 = 91,000 = 180,000 = 42,000 = =
Rp Rp Rp Rp Rp Rp Rp Rp
0.00 255,000.00 5,760.00 14,700.00 2,730.00 9,000.00 63,000.00 350,190.00
91,800 = 70,000 =
Rp Rp
183,600.00 70,000.00
x Rp x Rp x Rp Jumlah (1) x x x x
Rp Rp Rp Rp Rp Rp Rp Jumlah (1)
x Rp x Rp
Page 88 of 124
89
x Rp x Rp
105,000 = 92,000 =
Rp Rp
x Rp 279,200 = Jumlah (2) = Jumlah (1) + (2) =
Rp Rp Rp
21,000.00 4,600.00 279,200.00 139,600.00 139,600.00 489,790.00
x Rp x Rp Jumlah
Rp Rp Rp
7,000.00 460.00 7,460.00
70,000 = 92,000 = =
Page 89 of 124
90
x Rp. x Rp. Jumlah (1)
70,000 92,000
= = =
Rp. Rp. Rp.
52,500.00 2,300.00 54,800.00
x Rp. x Rp. x Rp. Jumlah (1)
54,800 105,920 39,600
= = = =
Rp. Rp. Rp. Rp.
383,600.00 148,288.00 221,760.00 753,648.00
x Rp. x Rp. Jumlah
70,000 92,000
= = =
Rp. Rp. Rp.
3,500.00 460.00 3,960.00
x Rp. Jumlah
54,800 =
Rp. Rp.
18,266.67 18,266.67
x Rp. x Rp. Jumlah
70,000 92,000
= = =
Rp. Rp. Rp.
35,000.00 4,600.00 39,600.00
x Rp. Jumlah (1)
70,000
= =
Rp. Rp.
84,000.00 84,000.00
x Rp. 70,000 x Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = =
Rp. Rp. Rp. Rp.
21,000.00 920.00 21,920.00 105,920.00
x Rp. Jumlah (1)
65,000
= =
Rp. Rp.
78,000.00 78,000.00
x Rp. 70,000 x Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = =
Rp. Rp. Rp. Rp.
17,500.00 2,300.00 19,800.00 97,800.00
Page 90 of 124
91
x Rp. x Rp. x Rp. Jumlah (1) x x x x
170,000.00 1,400.00 91,000.00
= = = =
Rp. Rp. Rp. Rp.
204,000.00 282,800.00 44,135.00 530,935.00
Rp. 70,000.00 Rp. 91,800.00 Rp. 105,000.00 Rp. 92,000.00 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
105,000.00 68,850.00 7,875.00 6,900.00 188,625.00 719,560.00
Page 91 of 124
92
x Rp. x Rp. x Rp. Jumlah (1) x x x x
500 1,400 91,000
= = = =
Rp Rp Rp Rp
35,000.00 26,530.00 3,458.00 64,988.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp
21,000.00 9,180.00 1,050.00 1,380.00 32,610.00 97,598.00
500 1,400 91,000
= = = =
Rp Rp Rp Rp
35,000.00 16,100.00 3,913.00 55,013.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp
21,000.00 9,180.00 1,050.00 1,380.00 32,610.00 87,623.00
12,000 1,400 91,000
= = = =
Rp Rp Rp Rp
12,000.00 513.33 106.17 12,619.50
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp Rp Rp Rp Rp Rp
700.00 306.00 35.00 46.00 1,087.00 13,706.50
1,400 91,000
= = =
Rp. Rp. Rp.
14,313.60 1,820.00 16,133.60
70,000 91,800 105,000 92,000
= = = =
Rp. Rp. Rp. Rp.
21,000.00 13,770.00 1,575.00 1,380.00
x Rp. x Rp. x Rp. Jumlah (1) x x x x
x Rp. x Rp. x Rp. Jumlah (1) x x x x
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Page 92 of 124
93
Jumlah (2) Jumlah (1) + (2)
= =
Rp. Rp.
37,725.00 53,858.60
1,400 91,000
= = =
Rp. Rp. Rp.
10,886.40 2,093.00 12,979.40
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
21,000.00 13,770.00 1,575.00 1,380.00 37,725.00 50,704.40
x Rp. x Rp. Jumlah (1) x x x x
Page 93 of 124
94
x Rp. x Rp. Jumlah (1) x x x x
1,400 91,000
= = =
Rp. Rp. Rp.
8,736.00 2,184.00 10,920.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
21,000.00 13,770.00 1,575.00 1,380.00 37,725.00 48,645.00
x Rp. x Rp. Jumlah (2)
48,645 17,125
= = =
Rp. Rp. Rp.
9,729.00 3,767.50 13,496.50
x Rp. Jumlah (1)
1,400
= =
Rp. Rp.
4,550.00 4,550.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
7,000.00 4,590.00 525.00 460.00 12,575.00 17,125.00
x x x x
x Rp. x Rp. Jumlah
72,026 17,125
= = =
Rp. Rp. Rp.
144,051.60 17,125.00 161,176.60
x Rp. Jumlah
161,177
= =
Rp. Rp.
8,864.71 8,864.71
x Rp. 6,500,000.00 x Rp. 19,200.00 x Rp. 19,200.00 Jumlah (1)
= = = =
Rp. Rp. Rp. Rp.
7,150,000.00 24,000.00 19,200.00 7,193,200.00
x x x x
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
490,000.00 1,927,800.00 220,500.00 32,200.00 2,670,500.00 9,863,700.00
Rp. 70,000.00 Rp. 91,800.00 Rp. 105,000.00 Rp. 92,000.00 Jumlah (2) Jumlah (1) +(2)
Page 94 of 124
95
x Rp. 5,500,000.00 x Rp. 19,200.00 Jumlah (1)
= =
Rp. Rp.
220,000.00 9,600.00 229,600.00
x x x x
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
70,000.00 275,400.00 31,500.00 4,600.00 381,500.00 611,100.00
Rp. 70,000.00 Rp. 91,800.00 Rp. 105,000.00 Rp. 92,000.00 Jumlah (2) Jumlah (1) +(2)
Page 95 of 124
96
x Rp. 5,500,000.00 x Rp. 130,000.00 x Rp. 19,200.00 Jumlah (1)
= = = =
Rp. Rp. Rp. Rp.
132,000.00 84,500.00 15,360.00 231,860.00
x x x x
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
56,000.00 220,320.00 25,200.00 3,680.00 305,200.00 537,060.00
Rp. 70,000.00 Rp. 91,800.00 Rp. 105,000.00 Rp. 92,000.00 Jumlah (2) Jumlah (1) +(2)
00), slump (12 ± 2)cm, w/c = 0,61 x x x x
Rp. Rp. Rp. Rp.
1,400.00 65.00 230.00 100.00 Jumlah (1)
= = = = =
Rp. Rp. Rp. Rp. Rp.
492,800.00 47,515.00 237,130.00 21,500.00 798,945.00
x x x x
Rp. Rp. Rp. Rp.
70,000.00 91,800.00 105,000.00 92,000.00 Jumlah (2) Jumlah (1) +(2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
115,500.00 25,245.00 2,940.00 7,636.00 151,321.00 950,266.00
25), slump (12 ± 2)cm, w/c = 0,58 x x x x
Rp. Rp. Rp. Rp.
1,400.00 65.00 230.00 100.00 Jumlah (1)
= = = = =
Rp. Rp. Rp. Rp. Rp.
519,400.00 45,370.00 240,810.00 21,500.00 827,080.00
x x x x
Rp. Rp. Rp. Rp.
70,000.00 91,800.00 105,000.00 92,000.00 Jumlah (2) Jumlah (1) +(2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
115,500.00 25,245.00 2,940.00 7,636.00 151,321.00 978,401.00
11,000 = 15,000 = =
Rp. Rp. Rp.
115,500.00 2,250.00 117,750.00
70,000 =
Rp.
4,900.00
x Rp. x Rp. Jumlah (1) x Rp.
Page 96 of 124
97
x Rp. x Rp. x Rp.
91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah (1) + (2) = 130,179 =
Rp. Rp. Rp. Rp. Rp. Rp.
6,426.00 735.00 368.00 12,429.00 130,179.00 13,017.90
x Rp. x Rp. x Rp.
2,500,000 = 19,200 = 65,000 = Jumlah (1) =
Rp. Rp. Rp. Rp.
100,000.00 5,760.00 6,500.00 112,260.00
x x x x
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp. Rp. Rp. Rp.
36,400.00 23,868.00 2,730.00 2,392.00 65,390.00 177,650.00
x
Rp. Rp. Rp. Rp.
Page 97 of 124
98
x Rp.
70,000 = =
Rp. Rp.
35,000.00 35,000.00
x Rp.
92,000 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
92,000.00 92,000.00 127,000.00
x Rp.
112,260 = Jumlah (1) =
Rp. Rp.
33,678.00 33,678.00
x Rp.
65,390 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
19,617.00 19,617.00 53,295.00
x Rp. x Rp. x Rp.
2,500,000 = 19,200 = 65,000 = Jumlah (1) =
Rp. Rp. Rp. Rp.
112,500.00 5,760.00 6,500.00 124,760.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp. Rp. Rp. Rp.
36,400.00 23,868.00 2,730.00 2,392.00 65,390.00 190,150.00
x Rp.
124,760 = Jumlah (1) =
Rp. Rp.
62,380.00 62,380.00
x Rp.
65,390 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
65,390.00 65,390.00 127,770.00
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
2,500,000 = 19,200 = 65,000 = 2,500,000 = 138,000 = 10,350 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
100,000.00 7,680.00 13,000.00 37,500.00 48,300.00 20,700.00 227,180.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
46,200.00 30,294.00 3,465.00 3,036.00 82,995.00 310,175.00
227,180 = =
Rp. Rp.
113,590.00 113,590.00
Jumlah (1)
x Rp. Jumlah (1)
Page 98 of 124
99
x Rp.
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
82,995.00 82,995.00 196,585.00
227,180 = =
Rp. Rp.
113,590.00 113,590.00
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
41,497.50 41,497.50 155,087.50
x Rp. Jumlah (1) x Rp.
Page 99 of 124
100
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
2,500,000 = 19,200 = 65,000 = 2,500,000 = 138,000 = 10,350 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
100,000.00 7,680.00 13,000.00 45,000.00 48,300.00 20,700.00 234,680.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
46,200.00 30,294.00 3,465.00 3,036.00 82,995.00 317,675.00
234,680 = =
Rp. Rp.
117,340.00 117,340.00
x Rp.
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
82,995.00 82,995.00 200,335.00
x Rp.
234,680 = Jumlah (1) =
Rp. Rp.
114,000.00 114,000.00
x Rp.
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
40,316.30 40,316.30 154,316.30
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
2,500,000 = 19,200 = 65,000 = 2,500,000 = 138,000 = 10,350 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
100,000.00 7,680.00 13,000.00 37,500.00 48,300.00 62,100.00 268,580.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
46,200.00 30,294.00 3,465.00 3,036.00 82,995.00 351,575.00
268,580 = =
Rp. Rp.
134,290.00 134,290.00
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
82,995.00 82,995.00 217,285.00
x Rp. Jumlah (1)
x Rp. Jumlah (1) x Rp.
Page 100 of 124
101
x Rp.
268,580 = =
Rp. Rp.
33,572.50 33,572.50
x Rp.
82,995 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp.
10,374.38 10,374.38 43,946.88
x Rp. x Rp. x Rp.
2,500,000 = 19,200 = 65,000 = Jumlah (1) =
Rp. Rp. Rp. Rp.
100,000.00 7,680.00 13,000.00 120,680.00
x x x x
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
20,758.87 13,611.88 1,556.91 1,364.15 37,291.82 157,971.82
Jumlah (1)
Rp. Rp. Rp. Rp.
Page 101 of 124
102
x x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,500,000 = 19,200 = 65,000 = 2,500,000 = 138,000 = 10,350 = 10,350 = Jumlah (1) = x Rp. 266,430 =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
75,000.00 7,680.00 13,000.00 50,000.00 48,300.00 31,050.00 41,400.00 266,430.00 133,215.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
46,200.00 30,294.00 3,465.00 3,036.00 82,995.00 216,210.00
x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp.
2,500,000 = 19,200 = 65,000 = 2,500,000 = 138,000 = 10,350 = Jumlah (1) =
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
75,000.00 7,680.00 9,750.00 37,500.00 48,300.00 20,700.00 198,930.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah total =
Rp. Rp. Rp. Rp. Rp. Rp.
46,200.00 30,294.00 3,465.00 3,036.00 82,995.00 281,925.00
x Rp. x Rp. x Rp.
1,400 = 91,000 = 180,000 = Jumlah (1) =
Rp. Rp. Rp. Rp.
305,200.00 47,320.00 156,600.00 509,120.00
x x x x
Rp. Rp. Rp. Rp.
70,000 = 91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah (1) + (2) =
Rp. Rp. Rp. Rp. Rp. Rp.
115,500.00 22,950.00 2,625.00 7,360.00 148,435.00 657,555.00
x Rp. x Rp. x Rp.
1,400 = 91,000 = 310,000 = Jumlah (1) =
Rp. Rp. Rp. Rp.
470,400.00 49,140.00 251,100.00 770,640.00
x Rp.
70,000 =
Rp.
115,500.00
Page 102 of 124
103
x Rp. x Rp. x Rp.
91,800 = 105,000 = 92,000 = Jumlah (2) = Jumlah (1) + (2) =
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp. Rp.
22,950.00 2,625.00 7,360.00 148,435.00 919,075.00
33,600 21,200
= = =
Rp. Rp. Rp.
35,280.00 424.00 35,704.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 6,885.00 840.00 552.00 18,777.00 54,481.00
Page 103 of 124
104
x Rp. x Rp. Jumlah (1) x x x x
55,000 19,200
= = =
Rp. Rp. Rp.
57,750.00 384.00 58,134.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 6,885.00 840.00 552.00 18,777.00 76,911.00
95,000
= =
Rp. Rp.
104,500.00 104,500.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 6,885.00 840.00 552.00 18,777.00 123,277.00
110,000
= =
Rp. Rp.
121,000.00 121,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
10,500.00 6,885.00 840.00 552.00 18,777.00 139,777.00
13,410 21,200
= = =
Rp. Rp. Rp.
14,751.00 848.00 15,599.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
1,750.00 4,590.00 0.00 0.00 6,340.00 21,939.00
=
Rp.
100,000.00
x Rp. Jumlah (1) x x x x
x Rp. Jumlah (1) x x x x
x Rp. x Rp. Jumlah (1) x x x x
x Rp.
100,000
Page 104 of 124
105
x x x x
Jumlah (1)
=
Rp.
100,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 45,900.00 1,050.00 460.00 48,110.00 148,110.00
75,000
= =
Rp. Rp.
75,000.00 75,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
350.00 45,900.00 525.00 230.00 47,005.00 122,005.00
x Rp. Jumlah (1) x x x x
Page 105 of 124
106
x Rp. Jumlah (1) x x x x
14,000
= =
Rp. Rp.
14,000.00 14,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
1,050.00 13,770.00 1,575.00 690.00 17,085.00 31,085.00
14,000
= =
Rp. Rp.
14,000.00 14,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
1,050.00 13,770.00 1,575.00 690.00 17,085.00 31,085.00
9,000
= =
Rp. Rp.
9,000.00 9,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 9,180.00 1,050.00 46.00 10,976.00 19,976.00
6,100
= =
Rp. Rp.
6,100.00 6,100.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
1,400.00 18,360.00 2,100.00 920.00 22,780.00 28,880.00
x Rp. Jumlah (1) x x x x
x Rp. Jumlah (1) x x x x
x Rp. Jumlah (1) x x x x
x Rp. Jumlah (1)
250,000
= =
Rp. Rp.
250,000.00 250,000.00
x x x x
70,000 91,800 105,000 92,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
3,500.00 45,900.00 5,250.00 230.00 54,880.00
Rp. Rp. Rp. Rp. Jumlah (2)
Page 106 of 124
107
Jumlah (1) + (2)
=
Rp.
304,880.00
8,600
= =
Rp. Rp.
8,600.00 8,600.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 9,180.00 1,050.00 46.00 10,976.00 19,576.00
x Rp. Jumlah (1) x x x x
Page 107 of 124
108
x Rp. Jumlah (1) x x x x
5,810
= =
Rp. Rp.
5,810.00 5,810.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 9,180.00 1,050.00 46.00 10,976.00 16,786.00
10,000
= =
Rp. Rp.
10,000.00 10,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 9,180.00 1,050.00 460.00 11,390.00 21,390.00
250,000
= =
Rp. Rp.
250,000.00 250,000.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
700.00 9,180.00 1,050.00 460.00 11,390.00 261,390.00
87,360 27,000 21,200
= = = =
Rp. Rp. Rp. Rp.
31,799.04 1,350.00 2,332.00 35,481.04
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
7,000.00 4,590.00 525.00 460.00 12,575.00 48,056.04
x Rp. Jumlah (1) x x x x
x Rp. Jumlah (1) x x x x
x Rp. x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
Page 108 of 124
109
x Rp. x Rp.
11,500 12,500
= = =
Rp. Rp. Rp.
12,075.00 1,875.00 13,950.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
4,200.00 5,508.00 630.00 276.00 10,614.00 24,564.00
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
Page 109 of 124
110
x x x x x x x
Rp. Rp. Rp. Rp. Rp. Rp. Rp.
11,000 11,000 11,000 2,275 2,000 500 7,000
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
2,970.00 4,290.00 1,540.00 3,822.00 1,700.00 370.00 7,560.00 22,252.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
14,000.00 27,540.00 3,150.00 920.00 45,610.00 67,862.00
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
40,390 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
123,413.89 13,440.00 4,095.00 4,950.00 145,898.89
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
16,800.00 11,016.00 1,260.00 1,104.00 30,180.00 176,078.89
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
40,390 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
123,413.89 14,000.00 4,095.00 4,950.00 146,458.89
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
24,500.00 16,065.00 1,837.50 1,610.00 44,012.50 190,471.39
x x x x
Rp. Rp. Rp. Rp.
= = = =
Rp. Rp. Rp. Rp.
84,700.00 14,000.00 4,095.00 4,950.00
19,250 1,400 91,000 3,300
Page 110 of 124
111
Jumlah (1)
=
Rp.
107,745.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
29,400.00 19,278.00 2,205.00 1,932.00 52,815.00 160,560.00
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
10,000 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
68,750.00 14,000.00 4,095.00 4,950.00 91,795.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
36,750.00 24,097.50 2,756.25 2,415.00 66,018.75 157,813.75
Page 111 of 124
112
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
10,300 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
70,812.50 14,000.00 4,095.00 4,950.00 93,857.50
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
36,750.00 24,097.50 2,756.25 2,415.00 66,018.75 159,876.25
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
15,000 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
103,125.00 14,000.00 4,095.00 4,950.00 126,170.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
36,750.00 24,097.50 2,756.25 2,415.00 66,018.75 192,188.75
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
2,400 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
66,000.00 14,560.00 4,095.00 5,346.00 90,001.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
43,400.00 32,130.00 3,675.00 2,760.00 81,965.00 171,966.00
2,000 91,000
= = =
Rp. Rp. Rp.
88,000.00 9,100.00 97,100.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
17,500.00 11,475.00 661.50 11,500.00 41,136.50 138,236.50
x Rp. x Rp. Jumlah (1) x x x x
Page 112 of 124
113
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
3,100 1,400 91,000 3,300
= = = = =
Rp. Rp. Rp. Rp. Rp.
68,200.00 13,020.00 1,638.00 6,402.00 89,260.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
42,000.00 41,310.00 4,725.00 2,760.00 90,795.00 180,055.00
114,700 1,400 91,000
= = = =
Rp. Rp. Rp. Rp.
120,435.00 16,450.00 3,185.00 140,070.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
43,400.00 32,130.00 3,675.00 2,760.00 81,965.00 222,035.00
x Rp. x Rp. x Rp. Jumlah (1) x x x x
Page 113 of 124
114
x Rp. x Rp. x Rp. Jumlah (1) x x x x
120,000 1,400 91,000
= = = =
Rp. Rp. Rp. Rp.
132,000.00 16,450.00 3,185.00 151,635.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
49,000.00 32,130.00 3,675.00 3,220.00 88,025.00 239,660.00
120,000 1,400 91,000
= = = =
Rp. Rp. Rp. Rp.
132,000.00 16,450.00 3,185.00 151,635.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
49,000.00 32,130.00 3,675.00 3,220.00 88,025.00 239,660.00
2,000,000 2,000,000 Jumlah (1)
= = =
Rp. Rp. Rp.
2,000,000.00 120,000.00 2,120,000.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
231,000.00 137,700.00 15,750.00 14,720.00 399,170.00 2,519,170.00
120,000 500 1,400 91,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
120,000.00 3,500.00 8,400.00 910.00 132,810.00
70,000 91,800 105,000 92,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
70,000.00 137,700.00 15,750.00 9,200.00 232,650.00
x Rp. x Rp. x Rp. Jumlah (1) x x x x
x Rp. x Rp.
x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
x x x x
Rp. Rp. Rp. Rp. Jumlah (2)
Page 114 of 124
115
Jumlah (1) +(2)
x Rp. Rp. x Rp. x Rp. x Rp.
54,800 18,267 657,555 87,623 48,645 Jumlah (1)
=
Rp.
365,460.00
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
11,508.00 548.00 39,453.30 70,098.40 63,238.50 184,846.20
Page 115 of 124
116
x Rp. x Rp.
8,000 8,000
= = =
Rp. Rp. Rp.
8,800.00 2,800.00 11,600.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
2,520.00 5,508.00 630.00 165.60 8,823.60 20,423.60
10,000 10,000
= = =
Rp. Rp. Rp.
11,000.00 3,500.00 14,500.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
2,520.00 5,508.00 630.00 165.60 8,823.60 23,323.60
20,000 20,000
= = =
Rp. Rp. Rp.
22,000.00 7,000.00 29,000.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
2,520.00 5,508.00 630.00 165.60 8,823.60 37,823.60
35,000 35,000
= = =
Rp. Rp. Rp.
38,500.00 12,250.00 50,750.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
3,780.00 8,262.00 945.00 248.40 13,235.40 63,985.40
= = =
Rp. Rp. Rp.
49,500.00 15,750.00 65,250.00
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp.
45,000 45,000 Jumlah (1)
Page 116 of 124
117
x x x x
Rp. Rp. Rp. Rp.
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
5,670.00 12,393.00 1,417.50 377.20 19,857.70 85,107.70
55,000 55,000
= = =
Rp. Rp. Rp.
60,500.00 19,250.00 79,750.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
5,670.00 12,393.00 1,417.50 377.20 19,857.70 99,607.70
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
Page 117 of 124
118
x Rp. x Rp.
25,300 5,000
= = =
Rp. Rp. Rp.
25,300.00 1,250.00 26,550.00
70,000 91,800 105,000 92,000
= = = =
Rp. Rp. Rp. Rp.
0.00 9,180.00 1,050.00 0.00 10,230.00 36,780.00
70,000 5,000
= = =
Rp. Rp. Rp.
70,000.00 1,250.00 71,250.00
70,000 91,800 105,000 92,000
= = = =
Rp. Rp. Rp. Rp.
0.00 9,180.00 1,050.00 0.00 10,230.00 81,480.00
20,000
= =
Rp. Rp.
20,000.00 20,000.00
70,000 91,800 105,000 92,000
= = = =
Rp. Rp. Rp. Rp.
0.00 9,180.00 1,050.00 0.00 10,230.00 30,230.00
35,000 7,300 20,000
= = = =
Rp. Rp. Rp. Rp.
1,400.00 219.00 80.00 1,699.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
7,000.00 9,180.00 105.00 460.00 16,745.00 18,444.00
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
Page 118 of 124
119
x Rp.
250,000
= =
Rp. Rp.
250,000.00 250,000.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
30,800.00 40,392.00 4,620.00 2,024.00 77,836.00 327,836.00
27,300 200 40,000
= = = =
Rp. Rp. Rp. Rp.
30,030.00 400.00 2,400.00 32,830.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
30,100.00 39,474.00 451.50 193.20 70,218.70 103,048.70
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
Page 119 of 124
120
x Rp. x Rp. x Rp.
23,200 180,000 40,000
= = = =
Rp. Rp. Rp. Rp.
102,080.00 198,000.00 10,800.00 310,880.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
5,950.00 7,803.00 945.00 460.00 15,158.00 326,038.00
17,500 130,000 40,000
= = = =
Rp. Rp. Rp. Rp.
77,000.00 143,000.00 10,800.00 230,800.00
70,000 91,800 105,000 92,000
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
5,950.00 7,803.00 945.00 460.00 15,158.00 245,958.00
12,000 12,000 1,844 2,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
123,691.85 141,300.00 222,949.45 8,000.00 495,941.30
70,000 91,800 105,000 92,000
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
116,900.00 153,306.00 17,535.00 7,636.00 295,377.00 147,688.50 147,688.50 643,629.80
12,000 11,000 922 2,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
83,520.00 135,692.86 92,220.00 16,000.00 327,432.86
70,000 91,800 105,000 92,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
116,900.00 153,306.00 17,535.00 7,636.00 295,377.00
Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x Rp. x Rp. x Rp. Jumlah (1) x x x x
Rp. Rp. Rp. Rp.
Jumlah (2) Jumlah (1) +(2)
x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
x x x x
Rp. Rp. Rp. Rp. Jumlah
x Rp.
x x x x
295,377 Jumlah (2) Jumlah (1) +(2)
Rp. Rp. Rp. Rp. Jumlah (1)
x x x x
Rp. Rp. Rp. Rp. Jumlah (2)
Page 120 of 124
121
x Rp.
x x x x
295,377 Jumlah (2) Jumlah (1) +(2)
= = =
Rp. Rp. Rp.
147,688.50 147,688.50 475,121.36
12,000 1,844 2,000 140,000
= = = = =
Rp. Rp. Rp. Rp. Rp.
108,000.00 129,108.00 4,000.00 140,000.00 381,108.00
70,000 91,800 105,000 92,000
= = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
116,900.00 153,306.00 17,535.00 7,636.00 295,377.00 73,844.25 73,844.25 454,952.25
Rp. Rp. Rp. Rp. Jumlah (1)
x x x x
Rp. Rp. Rp. Rp. Jumlah
x Rp.
295,377 Jumlah (2) Jumlah (1) +(2)
Page 121 of 124
122
, 1 lps cat dasar, 2 lps cat minyak x x x x
Rp. Rp. Rp. Rp. Jumlah (1)
29,320 42,000 22,000 59,800
= = = = =
Rp. Rp. Rp. Rp. Rp.
5,864.00 6,300.00 3,740.00 15,548.00 31,452.00
x x x x
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
4,900.00 8,262.00 945.00 230.00 14,337.00 45,789.00
27,000 22,000 23,000
= = = =
Rp. Rp. Rp. Rp.
3,240.00 2,640.00 5,980.00 11,860.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
2,800.00 11,016.00 1,260.00 184.00 15,260.00 27,120.00
8,520 1,600 70,840
= = = =
Rp. Rp. Rp. Rp.
59,640.00 11,200.00 7,084.00 77,924.00
Rp. 70,000 Rp. 91,800 Rp. 105,000 Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
14,700.00 19,278.00 525.00 184.00 34,687.00 112,611.00
lapis cat dasar,2 lapis cat penutup) x Rp. x Rp. x Rp. Jumlah (1) x x x x
x Rp. x Rp. x Rp. Jumlah (1) x x x x
x Rp. x Rp. x Rp. Jumlah (1)
8,520 1,600 40,480
= = = =
Rp. Rp. Rp. Rp.
34,080.00 6,400.00 4,048.00 44,528.00
x Rp. x Rp.
70,000 91,800
= =
Rp. Rp.
14,700.00 19,278.00
Page 122 of 124
123
x Rp. 105,000 x Rp. 92,000 Jumlah (2) Jumlah (1) + (2)
= = = =
Rp. Rp. Rp. Rp.
525.00 184.00 34,687.00 79,215.00
x x x x x x x x x
= = = = = = = = =
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
464,430.00 51,636.00 320,558.06 1,415,111.45 909,661.50 344,653.13 341,719.88 164,800.78 35,000.00 4,047,570.79
Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.
54,800 105,920 657,555 87,623 48,645 919,075 13,018 43,947 35,000 Jumlah (1)
Page 123 of 124
124
x x x x
Rp. Rp. Rp. Rp.
54,800 400,000 170,000 110,000
= = = =
Rp. Rp. Rp. Rp.
129,465.00 225,600.00 68,000.00 44,000.00 467,065.00
200,000 30,000 500,000 4,600,000 400,000 Jumlah (1)
= = = = =
Rp. Rp. Rp. Rp. Rp.
11,200,000.00 1,680,000.00 500,000.00 4,600,000.00 400,000.00 18,380,000.00
= = = = = =
Rp. Rp. Rp. Rp. Rp. Rp.
367,500.00 367,500.00 644,000.00 483,000.00 1,862,000.00 20,242,000.00
Jumlah (1)
x x x x x
Rp. Rp. Rp. Rp. Rp.
x x x x
Rp. Rp. Rp. Rp. Jumlah (2) Jumlah (1) + (2)
70,000 70,000 92,000 92,000
Page 124 of 124
