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DAFTAR SUMBER DATA D A E R A H
: :
SEWA
P E R A L A T AN
PASARAN BE BAS KOTA SEMARANG EDISI KEDUA 2012
NO.
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
PERALATAN
Dump Truck 3 ton Dump Truck 5 ton Truk Bak Terbuka Truk Tanki Air Bulldozer Motor Grader Wheel Loader Excavator Crane Trailler Mesin Gilas Tandem 6 - 10 ton Mesin Gilas 3 roda 6 - 10 ton Mesin Gilas Roda Karet 8 - 10 ton Vibratory Roller Vibro roller 1 ton Water Pump Asphalt Sprayer Pick Up AMP Asphalt Finisher Concrete Vibrator Compressor Concrete Mixer Stamper Genset Alat Pengecat Marka
SATUAN
Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam
MINIMUM (Rp)
HARGA MAKSIMUM (Rp)
170,000 195,000 145,000 135,000 205,000 160,000 160,000 160,000 135,000 190,000 135,000 110,000 150,000 150,000 85,000 50,000 70,000 65,000 1,600,000 190,000 75,000 90,000 75,000 50,000 180,000 70,000
185,000 200,000 150,000 140,000 220,000 170,000 175,000 175,000 150,000 200,000 150,000 125,000 170,000 165,000 90,000 65,000 75,000 75,000 1,750,000 200,000 80,000 100,000 80,000 60,000 190,000 80,000
KET.
DAFTAR SUMBER DATA D A E R A H
: :
UPAH PEKERJA PASARAN BE BAS KOTA SEMARANG EDISI KEDUA 2012 HARGA
NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
JENIS
Pekerja Mandor Tukang listrik Tukang kayu Kep. tk. kayu Tukang batu Kep. tk. batu Tukang besi Kep. tk. besi Tukang cat Kep. tk. cat Tukang plitur Tukang jalan Tukang gali Tukang masak aspal Tk. leideng Masinis Pemb. Masinis Penjaga api Penjaga malam
21 Sopir 22 Pembantu Sopir
413095359.xls
BAHAN
SATUAN Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr
53
MINIMUM (Rp)
30,000 43,000 40,000 40,000 45,000 40,000 45,000 40,000 45,000 40,000 45,000 40,000 35,000 32,500 35,000 40,000 45,000 40,000 35,000 30,000 45,000 32,000
MAKSIMUM (Rp)
KET.
33,000 45,000 43,000 43,000 47,000 43,000 47,000 43,000 47,000 43,000 47,000 43,000 37,500 35,000 37,500 43,000 50,000 45,000 40,000 35,000 50,000 35,000
daftar upah tenaga kerja
DAFTAR SUMBER
HARGA
DATA
D A E R A H
SATUAN BAHAN
BANGUNAN
:
PASARAN
:
KOTA SEMARANG
BEBAS EDISI KEDUA 2012
HARGA NO.
I
J E N I S
BAHAN
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
DASAR
1 BATU KALI
2 KERIKIL
Bulat Utuh
m3
110,000
120,000
Bulat Belah
m3
120,000
130,000
Pecah
10/15
m3
140,000
145,000
Pecah
5/7
m3
140,000
150,000
Pecah
3/5
m3
145,000
155,000
Timbun
m3
85,000
90,000
Sawur / Koral
m3
115,000
120,000
Beton
0,5/1
m3
165,000
180,000
Beton
,1/2
m3
165,000
175,000
Beton
,2/3
m3
160,000
170,000
m3
115,000
120,000
Tras Giling
m3
190,000
205,000
3 BATU BATA
ex lokal
bh
400
450
4 PASIR
Urug
m3
75,000
85,000
Pasang
m3
125,000
140,000
Beton
m3
140,000
150,000
Padas
m3
45,000
50,000
Liat
m3
45,000
50,000
Pasang
m3
195,000
210,000
Semen Merah
m3
120,000
150,000
Holcim 40 kg
zak
42,000
42,500
Holcim 50 kg
zak
51,000
52,000
Cibinong 40 kg
zak
42,000
43,000
Cibinong 50 kg
zak
51,000
51,500
Semen Putih 40 kg
zak
57,000
65,000
Semen Putih 50 kg
zak
70,000
78,500
kg
9,000
10,000
Biasa
5 TANAH 6 KAPUR 7 PORTLAND CEMENT
Semen warna
II
BAHAN
PENUTUP ATAP
1 SIRAP
(100 lbr)
pak
140,000
150,000
2 GENTENG BETON
Genteng Beton Warna standard
bh
3,000
3,200
Genteng Beton Warna Special
bh
4,200
4,500
Genteng Beton Warna Khusus
bh
4,700
5,000
Kerpus Beton Warna Standard
bh
3,750
4,000
Kerpus Beton Warna Special
bh
4,500
4,750
Kerpus Beton Warna Khusus
bh
8,700
10,000
Vlaam
bh
1,050
1,200
Kodok
bh
1,300
1,500
Kodok Glasur
bh
2,500
2,700
Nok kerpus Kodok
bh
3,100
3,200
Nok kerpus Kodok Glasur
bh
6,500
7,000
Plentong super besar 18 bh/m2
bh
2,800
3,000
Nok kerpus plentong super
bh
6,750
7,000
3 GENTENG TANAH LIAT
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
4 GENTENG KACA Vlaam tebal 2 mm
bh
5,850
6,000
Vlaam tebal 3 mm
bh
5,750
8,000
Kodok tebal 2 mm
bh
5,500
6,000
Kodok tebal 3 mm
bh
6,000
7,000
. 200 cm X 102 cm X 5 mm
bh
67,000
70,000
. 250 cm X 102 cm X 5 mm
bh
80,000
82,000
. 225 cm X 102 cm X 5 mm
bh
73,500
76,000
. 200 cm X 102 cm X 6 mm
bh
55,000
58,000
. 225 cm X 102 cm X 6 mm
bh
62,500
63,000
. 250 cm X 102 cm X 6 mm
bh
66,500
71,000
bh
35,000
37,000
. 180 cm X 105 cm X 4 mm
bh
38,500
42,000
. 210 cm X 105 cm X 4 mm
bh
48,000
51,000
. 240 cm X 105 cm X 4 mm
bh
57,000
59,000
. 270 cm X 105 cm X 4 mm
bh
64,000
67,000
. 300 cm X 105 cm X 4 mm
bh
73,500
75,000
Onduline
95 cm x 200 cm x 3 mm
lbr
130,000
*) belum PPn
Ondovilla
40 cm x 106 cm x 3 mm
lbr
55,000
*) belum PPn
NOK
Jabes nok . Kerpus Genteng
bh
19,500
21,000
. Stel Besar
bh
36,000
45,000
. Paten Besar
bh
35,800
39,000
. Stel Besar
bh
37,500
41,500
. Patent Besar
bh
17,300
18,000
. Plat besar
bh
47,000
49,000
Onduline 50 cm x 90 cm x 3 mm
lbr
75,000
. 100cm X 100 cm X 3 mm
bh
11,000
12,000
. 100cm X 100 cm X 4 mm
bh
12,000
13,000
. 50 cm X 200 cm X 3 mm
bh
10,000
11,000
. 40 cm X 200 cm X 3 mm
bh
10,000
11,000
Gyproc unt dinding
120 cm x 240 cm x 12 mm
lbr
56,000
58,000 *) belum PPn
/ plafond
120 cm x 240 cm x 9 mm
lbr
45,000
47,000 *) belum PPn
180 X 92 cm
bh
55,000
60,000
200 X 92 cm
bh
60,000
70,000
250 X 92 cm
bh
65,000
72,000
180 X 105 cm
bh
40,000
42,000
210 X 105 cm
bh
45,000
46,000
250 X 105 cm
bh
49,000
52,000
BJLS 0,18 lebar 55 cm
m'
18,000
20,000
BJLS 0,20 lebar 55 cm
m'
23,000
27,000
BJLS 0,28 lebar 55 cm
m'
33,000
35,000
BJLS 0,30 lebar 55 cm
m'
38,000
40,000
BJLS 0,18 panjang 180 cm
lbr
55,000
57,000
BJLS 0,20 panjang 180 cm
lbr
57,000
60,000
BJLS 0,30 panjang 180 cm
lbr
65,000
67,000
BJLS 0,40 panjang 180 cm
lbr
73,000
75,000
Papan
m3
21,000,000
22,000,000
Balok/pesagen
m3
18,500,000
19,000,000
5 ASBES GELOMBANG BESAR
Asbes Gelombang Kecil . 150 cm X 105 cm X 4 mm
Nokstel gelombang harflex
*) belum PPn
6 ASBES PLAT
7 FIBRE GLASS (JABES)
8 SENG PLAT
9 SENG GELOMBANG
III . B A H A N K A Y U 1 JATI
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
m3
5,800,000
6,200,000
Balok/pesagen
m3
5,000,000
5,700,000
Papan
m3
4,500,000
4,800,000
Balok/pesagen
m3
4,500,000
4,600,000
Papan
m3
4,200,000
4,400,000
Balok/pesagen
m3
3,900,000
4,000,000
Papan
m3
850,000
1,000,000
Balok/pesagen
m3
750,000
850,000
Papan
m3
7,000,000
7,300,000
Balok/pesagen
m3
6,700,000
6,900,000
Sedang 8 x 10 x 400 cm
bt
17,000
18,000
Kecil 6 x 7 x 400 cm
bt
12,000
16,000
Besar 10 x 12 x 400 cm
bt
23,000
26,000
Kayu cetakan
m3
550,000
650,000
Kayu bakar
m3
135,000
150,000
Bambu
bt
7,000
10,000
30 X 30 cm
m2
24,000
26,000
20 X 20 cm
m2
22,500
27,000
30 X 30 cm
m2
26,000
28,000
20 X 20 cm
m2
25,000
27,000
30 X 30 cm
m2
39,000
42,000
PC warna
10 X 20 cm
bh
5,000
5,500
PC abu-abu
15 x 20
bh
4,500
6,000
Lantai/badan
m'
-
-
Plint
m'
-
-
Trap
m'
-
-
11 X 11 putih
dos
27,500
30,000
11 X 11 warna
dos
29,000
30,000
15 X 15 putih
dos
28,000
29,000
15 X 15 warna
dos
32,000
33,000
10 X 20 cm
m2
31,000
35,000
15 X 15 cm
m2
32,000
35,000
20 X 20 cm
m2
28,500
35,000
20 X 25 cm
m2
23,000
33,000
30 X 30 cm
m2
31,000
33,000
20 X 20 cm
m2
33,000
35,000
33 x 33 cm
m2
30,000
35,000
25 x 25 cm
m2
28,000
35,000
15 x 20 cm
m2
34,000
36,000
7 Parquet Jati
m2
140,000
150,000
8 Batu Paros
m2
70,000
75,000
9 Batu Tempel Hitam
m2
65,000
80,000
2 KAMPER
3 KRUING
4 MERANTI
5 LANAN
6 BENGKIRAI
7 DOLKEN
Papan
IV . BAHAN PENUTUP DINDING / LANTAI 1 UBIN (TEGEL BIASA) PC polos PC warna Teraso 2 TEGEL PLINT
3 POLIS UBIN
4 UBIN PORSELIN Lokal Lokal 5 MOZAIK PORSELIN
6 Keramik
HARGA NO.
J E N I S
10 GRANITO
B A H A N
40 x 40 cm 30 x 30 cm
11
Marmer
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
m2
250,000
270,000
m2
300,000
310,000
m2
375,000
390,000
V.BAHAN CETAK 1 BUIS BETON
10 cm - 100 cm
bh
17,000
20,000
Ø 20 cm - 100 cm
bh
20,000
25,000
Ø 30 cm - 100 cm
bh
30,000
32,000
Ø 50 cm - 100 cm
bh
55,000
65,000
Ø 60 cm - 100 cm
bh
75,000
85,000
Ø 70 cm - 100 cm
bh
90,000
110,000
U 10 cm - 100 cm
bh
17,000
18,000
U 15 cm - 100 cm
bh
22,000
25,000
U 20 cm - 100 cm
bh
30,000
32,000
U 30 cm - 100 cm
bh
35,000
40,000
U 50 cm - 100 cm
bh
-
-
bh
5,000
5,200
20 X 20 cm
bh
5,500
6,000
25 X 25 cm
bh
6,250
6,500
30 X 30 cm
bh
6,300
7,000
15 X 25 cm
bh
6,500
7,250
15 X 30 cm
bh
7,000
7,500
Ø
2 LUBANG ANGIN (ROSTER) PC + PASIR 10 X 20 cm
VI . B A H A N B E S I besi beton polos
kg
9,000
10,000
besi beton prestress
kg
14,000
15,500
besi beton ulir
kg
10,500
11,000
2 BESI PLAT
Besi Strip
kg
11,000
12,000
3 BESI PROFIL
Besi Profil
kg
13,000
13,500
kg
13,000
15,000
kg
14,000
15,000
1 BESI BETON
4 JARING - JARING BAJA Diameter Diameter
4 - 15 6 - 15
40 X 40 X 4
btg
110,000
115,000
L 50 X 50 X 5
btg
165,000
171,000
L 60 X 60 X 6
btg
240,000
247,000
6 KAWAT - Ikat beton/bendrat
kg
13,500
15,000
- Harmonika 12 X 45 mm
m2
20,000
21,000
- Harmonika 12 X 24 mm
m2
22,000
22,500
- Harmonika 14 X 30 mm
m2
19,000
20,000
- Harmonika 14 X 35 mm
m2
17,500
19,000
- Kawat Nyamuk Nylon
m2
9,000
10,000
- Kawat Kasa
m2
12,000
13,000
- Saringan pasir
m2
13,000
14,500
- Kawat loket
m2
8,500
9,000
- Kawat duri
rol
60,000
75,000
- Kawat bronjong
kg
17,500
18,000
Pipa PVC DN 20 ( ½" ) AW JIS
btg
19,000
20,000 panjang 4 m
Pipa PVC DN 25 ( ¾" ) AW JIS
btg
22,000
22,500 panjang 4 m
Pipa PVC DN 32 ( 1" ) AW JIS
btg
27,500
28,000 panjang 4 m
Pipa PVC DN 40 ( 1½" )
btg
45,000
51,200 panjang 6 m
5 BESI SIKU
L
VII . B A H A N P I P A 1 Pipa PVC SII SCJ , S - 12,5 (10 bar)
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
Pipa PVC DN 63 ( 2" )
btg
57,000
77,000 panjang 6 m
Pipa PVC DN 90 ( 3" )
btg
122,500
139,250 panjang 6 m
Pipa PVC DN 110 ( 4" )
btg
170,000
202,950 panjang 6 m
Pipa PVC DN 160 ( 6" )
btg
325,000
423,000 panjang 6 m
Pipa PVC DN 200 ( 8" )
btg
590,000
660,000 panjang 6 m
Pipa PVC DN 250 ( 10" )
btg
1,010,000
1,025,000 panjang 6 m
Pipa PVC DN 315 ( 12" )
btg
1,380,000
1,390,000 panjang 6 m
3 Pipa Medium B Galvanis - SII Pipa Medium B Galvanis DN ½"
btg
70,000
80,000 panjang 6 m
Pipa Medium B Galvanis DN 25 ( ¾" )
btg
112,000
117,000 panjang 6 m
Pipa Medium B Galvanis DN 32 ( 1" )
btg
125,000
127,500 panjang 6 m
Pipa Medium B Galvanis DN 50 ( 1½" )
btg
185,000
190,000 panjang 6 m
Pipa Medium B Galvanis DN 63 ( 2" )
btg
225,000
235,000 panjang 6 m
Pipa Medium B Galvanis DN 2½"
btg
380,000
390,000 panjang 6 m
Pipa Medium B Galvanis DN 90 ( 3" )
btg
470,000
480,000 panjang 6 m
Pipa Medium B Galvanis DN 110 ( 4" )
btg
585,000
595,000 panjang 6 m
Pipa Medium B Galvanis DN 160 ( 6" )
btg
-
- panjang 6 m
Pipa Medium B Galvanis DN 200 ( 8" )
btg
-
- panjang 6 m
btg
-
- panjang 6 m
Pipa Medium B Galvanis DN 250 ( 10")
VIII . B A H A N L A N G I T - L A N G I T 1 AKUSTIK-uk :
30 X 30
lbr
4,700
4,750
30 X 60
lbr
11,000
12,000
60 X 120
lbr
37,000
38,000
m'
4,200
5,000
List Kayu Profil 2 SOFT BOARD-uk:
4'X 8' lbr
55,000
59,000
4'X 8'
lbr
60,000
62,000
Gypsum tebal 9 mm 3 HARD BOARD-uk: 4 PLY WOOD Teak wood 90 X 210
X 3 mm
lbr
38,000
40,000
. 120 X 240
X 3 mm
lbr
75,000
85,000
. 90 X 210
X 4 mm
lbr
51,000
55,000
. 90 X 210
X 9 mm
lbr
140,000
145,000
. 90 X 210
X 12 mm
lbr
170,000
172,500
. 90 X 210
X 15 mm
lbr
220,000
225,000
. 90 X 210
X 18 mm
lbr
270,000
275,000
. 120 X 240
X 3 mm
lbr
40,000
42,000
. 120 X 240
X 4 mm
lbr
47,500
50,000
. 120 X 240
X 6 mm
lbr
61,000
67,500
. 120 X 240
X 9 mm
lbr
95,000
105,000
. 120 X 240
X 12 mm
lbr
127,500
135,000
. 120 X 240
X 15 mm
lbr
152,500
162,500
. 120 X 240
X 18 mm
lbr
180,000
185,000
lbr
45,000
50,000
kg
11,000
15,000
Tripleks
Multipleks
Formika ukuran pintu
IX . B A H A N F I N I S H I N G 1 KAYU Menie Dempul plamur
kg
11,000
12,000
Ambril/amplas
lbr
3,000
3,200
Batu Apung
kg
5,000
5,500
Cat dasar
kg
13,000
13,200
. Emco
kg
38,000
39,000
. Yunior 66 (nippon paint)
kg
37,000
39,000
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
. Deculux
kg
42,000
45,000
. Siralax
ons
6,500
8,000
. Spiritus
ltr
8,000
8,500
. Plitur jadi
ltr
29,000
31,000
Kalkarium
kg
4,000
4,200
Kapur sirih
kg
4,500
4,750
Plamur
kg
9,000
10,500
2 TEMBOK
kg
12,500
15,000
Sintex
5 kg
60,000
65,000
Danabride
5 kg
70,500
75,000
Catylac
5 kg
75,000
78,000
Mowilex
5 kg
125,000
135,000
Cat Tembok
3 BESI Menie
kg
13,000
18,000
Cat mengkilat
kg
35,000
42,000
Cat
kg
12,500
13,000
Thinner A
ltr
8,000
9,000
Minyak cat
ltr
6,000
8,000
Thinner Super
ltr
8,000
9,000
50,000
54,000
Residu (teer/aspal)
drum
Fibre glass (tanki air) kapasitas 550 liter.
bh
650,000
675,000
kapasitas 1100 liter.
bh
950,000
1,100,000
Lem Aica Aibon
kg
32,000
35,000
3 mm
m2
50,000
55,000
5 mm
m2
60,000
65,000
3 mm
m2
55,000
60,000
5 mm
m2
65,000
70,000
3 mm
m2
60,000
65,000
5 mm
m2
70,000
72,000
X.BAHAN KACA 1 POLOS
2 ES KABUR
3 RAY BAND
XI . BAHAN INSTALASI LISTRIK 1 KABEL LISTRIK N YA : .
1 X 1 1/2
mm2
m'
3,000
3,100
SPLN LMK
1 X 2 1/2
mm2
m'
3,150
3,300
1X4
mm2
m'
4,700
5,000
1X6
mm2
m'
6,900
7,000
NYY :.
2 X 1 1/2
mm2
m'
9,300
9,500
PRIMA
2 X 2 1/2
mm2
m'
10,250
10,500
2X4
mm2
m'
16,650
16,700
2X6
mm2
m'
20,100
20,500 11,750
.
.
3 X 1 1/2
mm2
m'
11,450
3 X 2 1/2
mm2
m'
15,400
15,750
3X4
mm2
m'
20,000
20,500
3X6
mm2
m'
27,800
28,000
NYM :.
2 X 1 1/2
mm2
m'
6,600
7,000
PRIMA
2 X 2 1/2
mm2
m'
9,000
10,000
2X4
mm2
m'
13,000
14,000
3 X 1 1/2
mm2
m'
8,450
9,000
.
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
3 X 2 1/2
mm2
m'
12,000
12,500
3X4
mm2
m'
17,400
18,000
m'
23,800
24,500
Seri
bh
15,000
17,500
Engkel
bh
12,000
13,000
Seri
bh
11,500
15,000
Engkel
bh
9,500
11,000
1 group
bh
20,000
25,000
2 group
bh
20,000
35,000
3 group
bh
50,000
55,000
3X6
mm2
2 SKAKELAR Out bauw . . In bauw . .
3 FUSE BOX (SEKERING KASA)
4 STEKER -
5 FITING
Biasa
bh
9,500
10,000
Arde
bh
14,000
15,000
T Biasa
bh
11,000
12,500
T dengan Arde
bh
15,000
17,000
Flaon
bh
2,500
7,500
Gantung
bh
2,250
7,500
Kap
bh
9,250
15,000
Kombinasi
bh
8,700
10,000 12,500
bh
7,000
Arde Outbow hitam
bh
4,500
5,000
Arde IB
bh
10,000
12,500
Arde Putar
bh
31,000
35,000
1 X slag
bh
45,000
50,000
2 X slag
bh
60,000
65,000
1 X slag
bh
75,000
80,000
2 X slag
bh
125,000
135,000
1 X slag
bh
45,000
50,000
bh
60,000
70,000
6 STOP KONTAK - Arde Outbow putih
XII . ALAT - ALAT PENGUNCI & PENGGANTUNG 1 KUNCI TANAM
Union : Yale : Kuda :
2 X slag 2 ENGSEL DAN GERENDEL Engsel Angin
bh
15,000
16,000
Kupu-kupu biasa
bh
2,250
2,500
Nylon kupu-kupu
bh
5,000
9,000
bh
30,000
32,000
Grendel Tanam luar negeri
bh
7,500
8,250
Grendel biasa
bh
7,500
10,000
Kait Angin
bh
5,000
15,000
Door Stop
bh
10,000
15,000
bh
900,000
1,100,000
bh
80,000
105,000
bh
625,000
650,000
Espagnoled -
dalam negeri
XIII . BAHAN SANITAIR 1 KLOSET DUDUK
2 KLOSET JONGKOK
3 WASTAFEL PEDESTAL
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
bh
700,000
750,000
bh
275,000
300,000
bh
240,000
250,000
bh
210,000
230,000
bh
145,000
160,000
bh
27,500
30,000
bh
20,000
22,500
5 Pemakai 500 liter
unit
-
-
10 Pemakai 1.000 liter
unit
-
-
Kran Air
bh
7,500
15,000
Seal tape
bh
2,000
2,200
Floor drain
bh
3,750
4,000
1 PAKU - ukuran 1" s/d 4"
kg
13,000
14,000
2 PAKU - payung
kg
18,000
20,000
3 PAKU - sekrup
doos
13,500
15,000
4 PAKU - beton
bh
18,000
20,000
5 MUR BAUT (kuda-kuda)
kg
14,000
14,500
6 ANGKUR BAUT
bh
12,800
13,000
7 LEM KAYU
bh
18,000
20,000
kg
5,500
7,000
bh
185,000
190,000
4 WASTAFEL MEJA OVAL
5 WASTAFEL GANTUNG BULAT
6 WASTAFEL GANTUNG SUDUT
7 WASTAFEL GANTUNG SUDUT KECIL 8 WASTAFEL BAK CUCI 9 TEMPAT SABUN GANTUNG
10 TEMPAT SABUN TANAM
11 SEPTIC TANK (ETERNIT GRESIK)
12
LAIN - LAIN
XIV . ALAT PENGIKAT KAYU
8 Tali Ijuk
XV . POMPA AIR. 1 POMPA AIR TANGAN Dragon buatan Indonesia 2 POMPA AIR LISTRIK Sanyo
100 watt
bh
325,000
475,000
Fuji
250 watt
bh
850,000
900,000
. 100 watt
bh
285,000
350,000
. 90 watt
bh
190,000
220,000
. 125 watt
bh
215,000
250,000
. 175 watt
bh
320,000
340,000
Abu-abu
m2
30,000
37,500
Merah/hitam
m2
38,000
40,000 36,000
Shimizu Dab
X VI . PAVING BLOCK 1 SQUARE 2 HOLLAND
Abu-abu
m2
35,000
Merah/hitam
m2
39,000
41,000
3 UNIDECOR
Abu-abu
m2
30,500
35,000
Merah/hitam
m2
33,000
40,000
Abu-abu
m2
35,000
37,000
Merah/hitam
m2
40,000
42,000
Abu-abu
m2
30,000
35,000
Merah/hitam
m2
33,000
40,000
4 UNI 5 TRIHEX
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
6 OLYMPIA HEXA
Abu-abu
m2
31,000
35,000
7 HEXAGONAL
Abu-abu
m2
40,000
40,000
Merah/hitam
m2
35,000
37,000
8 CASTLE
Abu-abu
m2
40,000
42,000
9 TRAPEZ
Abu-abu
m2
30,000
35,000
10 TRAPEZ GRASS BLOCK m2
41,000
42,000
11 STANDARD GRASS BLOCK ABU-ABU
m2
38,000
48,000
12 BATACO
m2
2,000
2,250
13 KANSTEEN
m'
22,500
28,500
Abu-abu
XVII. L A I N - L A I N 1 KREI 25 MM
m2
40,000
45,000
2 Sliding Pintu J4
bh
185,000
200,000
3 Naco per Daun
bh
7,000
7,500
4 Rolling door Besi
m2
225,000
230,000
m2
210,000
215,000
5 Awning Almunium
m2
75,000
80,000
6 Kusen Almunium 4" Putih
m'
68,000
70,000
btg
1,250,000
1,260,000
drum
1,275,000
1,300,000
Rolling door Almunium
7 WIDE FLANGE BEAM 150 X 75 X 5 X 7 X 12 8 ASPAL. Aspal Ex Pertamina isi Net 160 kg Hotmix Tebal = 4 Cm
m2
60,000
62,500
Hotmix Tebal = 5 Cm
m2
70,000
75,000
Hotmix Tebal = 6 Cm
m2
85,000
90,000
Hotmix Tebal = 7 Cm
m2
100,000
105,000
Binder Course
ton
210,000
215,000
Wearing Course
ton
120,000
125,000
Hot Roller Sheet
ton
110,000
115,000
Sand Sheet
ton
120,000
125,000
Sand Sheet Emulsi
ton
145,000
150,000
Cold Mix
ton
175,000
180,000
Prime / Tack Coard RC
liter
7,900
8,100
Prime Coat MC
liter
7,900
8,100
Prime / Tack Coat Emulsi
liter
7,900
8,100
m2
65,000
67,000
Grey Euro / Green 5 mm
m2
87,000
88,000
Bronze / Blue / Green 5 mm
m2
90,000
92,500
Ø 40 cm
m'
-
-
Ø 45 cm
m'
-
-
Ø 50 cm
m'
-
-
Diameter 40 cm, t = 12 mm
m'
-
-
10 K A C A
Dark Grey 5 mm
11 TIANG PANCANG Tiang Pancang Beton Tiang Pancang Baja 12 PAGAR BRC.
Diameter 50 cm, t = 12 mm
m'
-
-
Pagar BRC 90 A2
/lb
500,000
520,000
Pagar BRC 120 A2
/lb
600,000
620,000
13. LAIN-LAIN Minyak Beton & bekisting
ltr
8,000
10,000
Pintu Lipat Besi
m2
350,000
380,000 280,000
Sunscreen Allumunim
m2
265,000
Allumunium Foil
m2
6,500
6,700
Soda api
kg
12,000
12,500
Sabun
kg
11,000
12,500
Air
m3
3,700
4,250
Koas Alang-alang
ikat
1,250
1,250
Solar (Industri)
ltr
11,250
11,250
Premium (Industri)
ltr
8,900
8,900
Pelumas
ltr
29,000
29,000
DAFTAR SUMBER
DATA
D A E R A H
HAR GA SAT UAN PE K E R JAAN
:
PASARAN
:
KOTA SEMARANG
BEBAS EDISI KEDUA 2012 HARGA SATUAN PEKERJAAN
NO.
I
II
SNI
KODE
03-2835-2002
03-2835-2008
URAIAN PEKERJAAN
450,150.00
m'
93,425.00
97,375.00
6.5 Pembuatan Kantor Sementara dg Lantai Plesteran
m2
506,785.00
552,587.50
6.6 Pembuatan Gudang Semen dan Alat-alat
m2
429,475.00
465,806.25
6.8 Membersihkan Lapangan dan Perataan
m2
5,150.00
5,550.00
6.11 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm
m2
22,820.90
27,462.50
6.13 Bongkaran Beton Bertulang
m3
214,329.00
234,996.00
6.14 Bongkaran Dinding Tembok Bata Merah
m3
201,429.00
221,496.00
6
PEKERJAAN TANAH Menggali Tanah Biasa Sedalam 1 m
m3
23,575.00
25,875.00
6.2 Menggali Tanah Biasa Sedalam 2 m
m3
28,935.00
31,725.00
6.3 Menggali Tanah Biasa Sedalam 3 m
m3
34,381.00
37,665.00
6.4
Menggali Tanah Keras Sedalam 1 m
m3
31,376.00
34,440.00
6.5
Menggali Tanah Cadas Sedalam 1 m
m3
47,580.00
52,200.00
6.6
Menggali Tanah Lumpur Sedalam 1 m
m3
37,935.00
41,625.00
6.7
Mengerjakan Striping Tebing Setinggi 1 m
m2
1,715.00
1,875.00
6.8
MembuangTanah sejauh 30 m'
m3
1,715.00
1,875.00
6.9
Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)
m3
Pemadatan Tanah (per 20 cm)
m3
17,150.00
18,750.00
m3
99,430.00
112,350.00
6.12
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL
m3
164,225.00
180,830.00
6.14
Pemasangan Lapisan Ijuk tebal 10 cm
m2
38,145.00
47,625.00
m3
146,575.00
153,375.00
6
PEKERJAAN PONDASI Memasang Pondasi Batu Kali 1Pc : 3 PP
m3
498,325.00
527,175.00
6.2 Memasang Pondasi Batu Kali 1Pc : 4 PP
m3
461,750.00
490,637.50
6.3
Memasang Pondasi Batu Kali 1Pc : 5 PP
m3
436,400.00
465,310.00
6.4 Memasang Pondasi Batu Kali 1Pc : 6 PP
m3
418,575.00
447,502.50
6.5 Memasang Pondasi Batu Kali 1Pc : 8 PP
m3
394,150.00
423,097.50
6.6 Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp
m3
321,650.00
353,450.00
6.7
m3
379,815.00
409,212.50
6.8 Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP
m3
355,695.00
384,602.50
6.9
Pasang Pondasi Batu Kosong
m3
218,832.00
238,818.00
Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah
m3
1,663,375.00
1,817,980.00
m3
467,917.00
490,300.00
6.1 Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp
m2
139,865.00
151,108.75
6.2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP
m2
130,162.50
141,439.38
6.3 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP
m2
123,692.50
134,919.38
6.4 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP
m2
120,250.00
131,557.50
6.5 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP
m2
118,865.00
130,426.25
6.6 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP
m2
111,699.00
123,125.00
6.7
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP
m2
66,742.50
72,299.38
6.8
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP
m2
62,183.50
67,713.13
6.9 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP
m2
59,545.00
65,083.75
6.10 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP
m2
57,884.00
63,430.00
6.11 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP
m2
56,956.00
62,545.00
6.12 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP
m2
55,170.00
60,751.25
6.13
m2
55,995.00
61,776.25
6.20 Memasang Dinding HB/CB 10, speci camp. 1PC : 3PP
m2
103,033.00
113,337.50
6.21 Memasang Dinding HB/CB 10, speci camp. 1PC : 4PP
m2
102,851.50
113,478.13
6.22 Memasang Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1Pc : 2PP
m2
227,795.00
252,200.00
6.23 Memasang Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1Pc : 4PP
m2
225,020.00
249,432.50
6.1 Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm
m2
34,599.20
36,443.00
6.2 Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm
m2
29,555.20
31,393.00
6.3
Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm
m2
27,359.80
29,212.00
6.4 Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm
m2
25,872.00
27,720.00
6.5 Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm
m2
25,013.20
26,878.00
6.6 Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm
m2
24,331.80
26,202.00
6.7 Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm
m2
23,952.80
25,832.00
Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP
6.11 Pasang Pondasi Sumuran diameter 100 cm
03-2837-2008
413095359.xls
1/3 x Gal.tanah
6.11 Urugan Pasir
6.10
V
463,066.25
m'
6.1
03-6897-2008
(Rp)
6.4 Pengukuran dan Pemasangan Bouwplank
6.15 Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan
IV
MAKSIMUM
(Rp) 6 PEKERJAAN PERSIAPAN
6.10
03-2836-2008
MINIMUM
6.2 Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
6.1
III
SAT
6
6
PEKERJAAN DINDING
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP
PEKERJAAN PLESTERAN
12
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
VI
VII
SNI
03-3434-2008
03-7394-2008
413095359.xls
KODE
URAIAN PEKERJAAN
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
6.8 Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm
m2
23,573.80
25,462.00
6.9 Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm
m2
25,172.00
26,984.00
6.10 Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm
m2
23,539.00
25,451.50
6.11 Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm
m2
20,874.00
22,914.00
6.12 Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm
m2
20,994.00
23,034.00
6.13 Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm
m2
39,534.60
41,994.00
6.14
Memasang Plesteran 1Pc : 3Pp Tebal 20 mm
m2
32,020.40
34,061.00
6.15 Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm
m2
34,582.00
37,050.00
6.16 Memasang Plesteran 1Pc : 5Pp Tebal 20 mm
m2
33,478.60
35,974.00
6.17 Memasang Plesteran 1Pc : 6Pp Tebal 20 mm
m2
32,528.40
35,026.00
6.18 Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm
m2
29,021.00
31,764.00
6.19
m2
16,897.20
18,059.00
6.20 Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm
m'
22,522.00
24,251.25
6.23
m2
19,381.00
20,775.00
6.24 Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m')
m2
11,467.40
12,213.25
6.25 Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m')
m2
5,532.00
5,883.00
6.26
Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp
m2
24,477.00
26,146.25
6.27
Memasang Acian
m2
14,292.50
15,273.13
6
PEKERJAAN KAYU 6.1 Membuat Kosen Pintu & Jendela Kayu klas I
m3
21,543,800.00
22,185,950.00
6.2 Membuat Kosen Pintu & Jendela Kayu klas II atau III
m3
7,028,150.00
7,947,600.00
6.3 Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer)
m2
290,649.00
311,145.00
6.5 Membuat Daun Pintu Panel Kayu Klas I atau II
m2
398,550.00
427,350.00
6.6 Membuat Pintu & Jendela Kaca Kayu Klas I atau II
m2
277,120.00
297,480.00
6.7 Membuat Pintu & Jendela Jalusi Kayu Klas I atau II
m2
1,518,650.00
1,596,350.00
6.8 Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)
m2
321,345.00
345,265.00
6.9 Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II
m2
341,390.00
366,820.00
6.10 Membuat Jalusi mati Kosen Kayu Klas I atau II
m2
1,385,455.00
1,454,685.00 754,100.00
Memasang Berapen 1 Pc : 5Pp Tebal 15 mm Memasang Plesteran Ciprat 1Pc : 2 Pp
6.11 Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I
m2
714,310.00
6.12 Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II
m2
361,154.00
388,640.00
6.13 Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter
m3
6,444,800.00
7,278,900.00
6.14 Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I
m3
23,591,650.00
24,290,175.00
6.15 Memasang konstruksi Gording, Kayu Klas II
m3
6,146,200.00
6,957,300.00
6.16 Memasang Rangka Atap Genteng Keramik, Kayu Klas II
m2
98,915.00
112,115.00
6.17 Memasang Rangka Atap Genteng Beton, Kayu Klas II
m2
116,915.00
132,635.00
6.18 Memasang Rangka Atap Sirap, Kayu Klas II
m2
836,798.00
953,254.00
6.19 Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III
m2
100,675.00
113,215.00
6.20 Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III
m2
104,530.00
117,770.00
6.21 Memasang Listplank Uk. (3x20)cm Kayu klas I atau II
m'
240,215.00
252,065.00
6.22 Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II
m'
76,565.00
81,965.00
6.23 Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III 6.24 Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II
m2 m2
166,819.00 220,759.00
188,475.00 246,975.00
6.26 Memasang Dinding Lambriziring dari Papan klas I
m2
249,715.00
264,660.00
6.27 Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm
m2
25,203.00
27,171.00
6.28 Memasang Dinding Bilik, Rangka Kayu Klas III atau IV
m2
86,908.60
93,943.00
6.1 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87
m3
497,474.50
516,584.39
6.2 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78
m3
524,931.91
544,159.59
6.3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72
m3
546,607.83
565,934.39
6.4 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87
m3
464,183.19
481,602.46
6.5 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66
m3
572,080.06
591,509.99
6.6 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61
m3
596,650.43
616,205.62
6.7 Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58
m3
614,663.39
634,279.63
6.8 Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56
m3
627,031.91
646,738.16
6.9 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53
m3
648,224.50
668,100.46
6.10 Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52
m3
654,848.57
674,772.09
6.11 Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49
m3
697,531.80
719,279.19
6.12 Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48
m3
706,170.69
727,986.92
6.17 Pembesian dg Besi Polos atau Besi Ulir
10 Kg
101,912.00
113,079.00
6.18 Kabel Presstresed Polos/strand
10 Kg
152,204.00
168,420.00
6.19 Jaring Kawat baja/Wire Mesh
1 Kg
15,818.00
18,089.00
6.20 Memasang Bekisting untuk Pondasi
m2
54,988.00
61,932.00
6.21
Memasang Bekisting untuk Sloof
m2
57,738.00
65,182.00
6.22
Memasang Bekisting untuk Kolom
m2
215,204.00
231,356.00
6.23
Memasang Bekisting untuk Balok
m2
228,704.00
245,756.00
6.24
Memasang Bekisting untuk Lantai
m2
283,204.00
303,356.00
6.25
Memasang Bekisting untuk Dinding
m2
269,204.00
288,856.00
6.26
Memasang Bekisting untuk Tangga
m2
209,304.00
224,356.00
6.27
Memasang Jembatan Cor
m2
37,889.00
42,255.00
6
PEKERJAAN BETON
13
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
SNI
KODE
URAIAN PEKERJAAN
SAT
MINIMUM
(Rp)
VIII
IX
03-3436-2002
03-2839-2008
XI
Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)
m3
2,402,575.00
2,627,225.00
6.29
Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)
m3
2,966,700.00
3,255,755.00
6.30 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)
m3
5,652,564.00
6,157,251.00
6.31 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)
m3
4,365,059.00
4,737,986.00
6.32 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)
m3
3,999,595.00
4,323,405.00
6.33 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)
m3
3,999,460.00
4,319,264.00
6.34 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)
m3
4,060,704.00
4,409,171.00
6.35 Membuat Kolom Penguat Beton Bertulang (11 x 11) cm
m'
43,774.50
48,002.00
6.36 Membuat Ring Balok Beton Bertulang (10 x 15) cm
m'
58,385.00
63,926.75
46,411.00
6
PEKERJAAN PENUTUP ATAP
6.1
Pasang Atap Genteng Plentong Kecil
m2
40,704.00
6.2
Pasang Atap Genteng Kodok / Glasur
m2
70,704.00
76,411.00
6.3
Pasang Atap Genteng Plentong Super / Besar
m2
57,914.00
62,172.00
6.4
Pasang Genteng Bubung Plentong
m'
48,886.00
51,810.00
6.5
Pasang Genteng Bubung Kodok / Glasur
m'
65,886.00
70,810.00
6.6
Pasang Genteng Bubung Plentong Besar
m'
60,386.00
63,810.00
6.9
Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm
m2
54,164.00
56,581.00
6.10 Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm
m2
53,876.00
56,274.00
6.12 Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm
m2
35,501.00
36,924.00
6.15 Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm
m2
34,136.00
36,555.00
6.30 Pasang Atap Genteng Beton
m2
44,270.00
47,440.00
6.33 Pasang Atap Sirap
m2
103,049.00
110,563.00
6.34 Pasang Nok Genteng Beton
m'
29,115.00
30,655.00
6.37 Pasang Nok Sirap
m'
58,813.00
62,960.00
6.38 Pasang Atap Seng Gelombang
m2
52,288.00
54,272.00
6.39 Pasang Atap Nok Seng
m'
27,938.00
29,266.00
6.42 Pasang Allumunium Foil / Sisalation
m2
13,894.00
14,730.00
6.1 Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm
m2
17,517.00
18,949.00
6.2 Memasang Langit-langit Akustik Ukuran (30x30) cm
m2
66,248.00
67,654.00
6.3 Memasang Langit-langit Akustik Ukuran (30x60) cm
m2
72,115.00
78,595.00
6.5 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm
m2
27,180.00
29,340.00
6.6 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm
m2
376,450.00
396,500.00
6.7 Memasng Langit-langit Gypsu Board, Uk (120x240) tebal 9 mm
m2
26,945.00
29,036.00
6.9 Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium
m2
129,975.00
137,025.00
m'
8,394.00
9,560.00
6
PEKERJAAN LANGIT-LANGIT
6
03-7393-2008
PEKERJAAN SANITASI 6.1 Memasang Closet Duduk / Mono Blok
Unit
1,103,925.00
1,329,447.00
6.2 Memasang Closet Jongkok Porselen
Unit
251,930.00
287,975.00
6.4 Memasang Urinoir
Unit
443,850.00
482,975.00
6.5 Memasang Wastafel
Unit
970,400.00
1,040,160.00
6.8 Memasang Bak Mandi Batu Bata Vol. 0,30 m3
828,190.91
Unit
763,900.00
6.14
Memasang Pipa Beton, Ø 15 cm - 20 cm
m'
47,230.00
55,489.00
6.15
Memasang Pipa Beton, Ø 30 cm - 100 cm
m'
242,287.00
268,631.75
6.20 Memasang Pipa Galvanis Ø ¾"
m'
35,719.33
37,515.00
6.23
Memasang Pipa Galvanis Ø 3"
m'
132,898.87
136,393.00
6.24
Memasang Pipa Galvanis Ø 4"
m'
165,479.90
169,201.83
6.25
Memasang Pipa PVC type AW Ø ½"
m'
11,189.90
11,881.00
6.29
Memasang Pipa PVC type AW Ø 2"
m'
20,466.10
26,088.17
6.31
Memasang Pipa PVC type AW Ø 3"
m'
40,259.63
45,242.92
6.33
Memasang Bak Cuci Piring Stainles Steel
Buah
304,314.50
335,367.50
6.35
Memasang Kran Ø ¾" atau ½"
Buah
12,515.00
20,360.00
6.36
Memasang Floor Drain
Buah
8,715.00
9,325.00
6
PEKERJAAN BESI & ALLUMUNIUM 6.1 Memasang Besi Profil
Kg
20,329.00
21,582.00
6.2 Memasang Rangka Kuda-kuda Baja IWF
kg
19,549.00
20,502.00
100 kg
21,970.00
22,662.00
m2
638,861.00
685,925.00
10 cm m2
16,609.50 314,658.00
18,617.50 327,110.00
6.8 Memasang Pintu Lipat (Folding Door)
m2
383,726.00
416,498.00
6.9 Sunscreen Allumunium
m2
303,172.00
320,980.00
6.10 Memasang Rolling Door Allumunium
m2
286,650.00
297,950.00
6.11 Memasang Kusen Pintu Allumunium
m'
82,593.80
85,764.60
6.12 Memasang Pintu Allumunium Strip Lebar 8 cm
m2
743,713.10
826,048.50
6.13 Memasang Pintu Kaca Rangka Allumunium
m2
192,570.00
222,308.00
6.14 Memasang Venetions Blinds & Vertical Blinds
m2
121,849.00
129,055.00
6.15 Memasang Terali Besi Strip (2x3) cm
m2
195,931.00
212,628.00
6.3 Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) 6.4 Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku 6.5 Mengerjakan Pengelasan dengan Las Listrik 6.7 Memasang Pintu Rolling Door Besi
413095359.xls
(Rp)
6.28
6.10 List Langit-Langit Kayu Profil X
MAKSIMUM
14
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
SNI
XII
XIII
KODE
MAKSIMUM
(Rp)
(Rp)
220,972.55
246,727.43
6.17 Memasang Jendela Nako & Tralis
m2
26,293.00
28,535.00
6.18 Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm
m'
138,200.00
145,985.00
6.19 Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm
m'
63,724.00
67,760.00
157,525.00
PEKERJAAN KUNCI & KACA
6.2
Memasang Kunci Tanam Biasa
Buah
145,965.00
6.3
Memasang Kunci Kamar Mandi
Buah
65,482.50
72,012.50
6.4
Memasang Kunci Selinder
Buah
145,482.50
157,012.50
6.5
Memasang Engsel Pintu
Buah
12,447.50
16,987.50
6.6
Pasang Engsel Jendela Kupu-kupu
Buah
7,215.00
7,825.00
6.7
Pasang Engsel Angin
Buah
24,930.00
26,650.00
6.9
Pasang Kait Angin
Buah
12,157.25
22,683.75
6.10 Pasang Door Closer 6.11 Pasang Kunci Selot
Buah Buah
33,857.50 17,043.00
40,612.50 20,245.00
6.13 Pasang Door Stop
Buah
14,771.50
20,122.50
6.14 Pasang Rel Pintu Dorong
Buah
213,629.00
230,735.00
6.15 Pasang Kunci Lemari
Buah
19,425.00
22,803.75
6.16 Pasang Kaca tebal 3 mm
m2
62,157.25
68,183.75
6.17 Pasang Kaca tebal 5 mm
m2
73,155.00
79,182.25
6.20 Pasang Kaca Cermin tebal 5 mm
m2
102,857.25
104,483.75
6
PEKERJAAN PENUTUP LANTAI & DINDING m2
14,749.00
61,973.00
6.9 Memasang lantai Ubin Granito Uk. 40 x 40 cm 6.19 Pasang Plint Ubin PC Warna Uk. 10 x 20 cm
m2 m'
306,459.00 35,892.00
330,949.50 39,269.25
6.34 Memasang Lantai Keramik 33 x 33 cm 6.35 Memasang Lantai Keramik 30 x 30 cm
m2 m2
100,217.83 100,077.73
111,460.76 111,063.18
6.36 Pasang Lantai Keramik 20 x 20 cm 6.39 Memasang Plint Keramik Ukuran 10x20 cm
m2 m'
99,415.00 14,017.00
112,020.00 14,981.01
6.40 Memasang Plint Keramik Ukuran 10x10 cm
m'
19,542.00
20,842.78
6.43 Memasang Lantai Marmer Ukuran 1.00x1.00 cm 6.44 Memasang Lantai Karpet
m2 m2
455,654.50 89,877.00
476,271.88 94,624.00
6.46 Memasang Lantai Parquet Jati
m2
204,280.00
219,870.00
6.53 Memasang Dinding Keramik 10x20 cm,
m2
118,585.00
130,191.25
6.54 Memasang Dinding Keramik 20x20 cm,
m2
102,815.00
119,971.25
6.55 Memasang Dinding Marmer Ukuran 1.00x1.00 cm
m2
490,362.11
513,552.61
6.57 Memasang Dinding Batu Paros / Batu Tempel Hitam
m2
131,792.50
141,254.38
6.60 Memasang Wall Paper Lebar 50 cm 6.63 Memasang Plint Kayu Klas II Ukuran 2x10 cm
m2 m'
114,351.00 26,603.00
127,714.00 28,559.50
6.1 Mengikis / Mengerok Permukaan Cat Tembok Lama
m2
5,207.50
5,687.50
6.2 Mencuci Bidang Permukaan Tembok yang Pernah dicat
m2
5,157.50
5,687.50
6.3 Mengerok Karat Cat Lama permukaan Baja dg cara manual 6.4 Penyabun Permukaan Tembok Lama
m2 m2
5,157.50 5,157.50
5,687.50 5,687.50
6.6 Mendempul dan Menggosok Kayu
m2
4,387.50
4,780.50
m2 m2
15,525.00 18,777.50
16,980.00 20,275.50
m2
25,947.50
27,819.50
m2 m2 m2 m2 m2
17,102.50 24,365.50 4,133.00 17,242.50 9,561.00
18,262.50 26,026.50 4,515.00 18,619.50 10,383.60
m2
6,766.50
7,347.90
6
PEKERJAAN PENGECATAN
6.7 Pengecatan Bidang Lama 6.8 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup 6.9 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup 6.10 Pelaburan Bidang Kayu dg Teak Oil 6.11 Pelaburan Bidang Kayu dg Politur 6.12 Pelaburan Bidang Kayu dg Cat Residu & Ter 6.13 Pelaburan Bidang Kayu dg Vernis 6.14 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) 6.15 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup)
413095359.xls
MINIMUM
m2
6.3 Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm
XIV 03-24
SAT
6.16 Memasang Kawat Nyamuk
6
03-7395-2008
URAIAN PEKERJAAN
15
sat.pekerjaan
DAFTAR SUMBER DATA D A E R A H
: :
ANALISA
PE K E R JAAN
PASARAN B E BAS KOTA SEMARANG EDISI KEDUA 2012
HARGA BAHAN/UPAH No.
SNI
I
03-2835-2002
KODE
KOEF
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PERSIAPAN 6.2
1
m'
6.2.1 1.25
463,066.25
428,390.00
439,426.25 22,500.00
2.5
Kg
1.2
Lbr Seng Gelombang 3" - 5"
Portalnd Semen
18,000.00
21,250.00
1,050.00
1,062.50
2,625.00
2,656.25
65,000.00
67,000.00
78,000.00
80,400.00
m3 Pasir Beton
140,000.00
150,000.00
700.00
750.00
0.009
m3 Koral Beton
115,000.00
120,000.00
1,035.00
1,080.00
0.072
m3 Kayu 5/7X4m Kayu Kruing
331,200.00
4,500,000.00
4,600,000.00
324,000.00
0.06
Kg
Paku Biasa 2" - 5"
13,000.00
14,000.00
780.00
840.00
0.45
Kg
Meni Besi
13,000.00
18,000.00
5,850.00
8,100.00
21,760.00
23,640.00
Tenaga 0.2
OH Tukang Kayu
40,000.00
43,000.00
8,000.00
8,600.00
0.4
OH Pekerja
30,000.00
33,000.00
12,000.00
13,200.00
0.02
OH Kepala Tukang
45,000.00
47,000.00
900.00
940.00
0.02
OH Mandor
43,000.00
45,000.00
860.00
900.00
Pengukuran dan Pemasangan Bouwplank
93,425.00
97,375.00
Bahan
85,760.00
89,080.00 55,200.00
1 0.012 0.02 0.007
m'
m3 Kayu 5/7x 4m Kayu Kruing Kg
Paku Biasa 2" - 5"
m3 Kayu Papan 3/20 Kruing
6.4.2
4,500,000.00
4,600,000.00
54,000.00
13,000.00
14,000.00
260.00
280.00
4,500,000.00
4,800,000.00
31,500.00
33,600.00
7,665.00
8,295.00
0.1
OH Tukang Kayu
Tenaga 40,000.00
43,000.00
4,000.00
4,300.00
0.1
OH Pekerja
30,000.00
33,000.00
3,000.00
3,300.00
OH Kepala Tukang
45,000.00
47,000.00
450.00
470.00
OH Mandor
43,000.00
45,000.00
215.00
225.00
506,785.00
552,587.50
311,135.00
341,237.50
0.01 0.005 1
m2 Pembuatan Kantor Sementara dg Lantai Plesteran
6.5.1
Bahan 1.25
Btg Kayu Dolken Ø 8 - 10 / 4 m
0.18
m3 Kayu
0.85
Kg
1.1
Kg Kg
Portland Sement
35
17,000.00
18,000.00
21,250.00
22,500.00
750,000.00
850,000.00
135,000.00
153,000.00
Paku Biasa 2" - 5"
13,000.00
14,000.00
11,050.00
11,900.00
Besi Strip
11,000.00
12,000.00
12,100.00
13,200.00
1,050.00
1,062.50
36,750.00
37,187.50
m3 Pasir pasang
125,000.00
140,000.00
18,750.00
21,000.00
0.1
m3 Pasir Beton
140,000.00
150,000.00
14,000.00
15,000.00
0.15
m3 Koral Beton
115,000.00
120,000.00
17,250.00
18,000.00
400.00
450.00
12,000.00
13,500.00
Lbr Seng Plat
18,000.00
20,000.00
4,500.00
5,000.00
2 buah Jendela Naco
7,000.00
7,500.00
14,000.00
15,000.00
50,000.00
55,000.00
4,000.00
4,400.00
45,000.00
50,000.00
6,750.00
7,500.00
2,250.00
2,500.00
675.00
750.00
51,000.00
55,000.00
3,060.00
3,300.00
0.15
30 buah Batu bata Merah 0.25 0.08
m2 Kaca Polos
0.15 buah Kunci Tanam 0.3 buah Engsel 0.06
Lbr Plywood 4 mm
6.5.2
195,650.00
211,350.00
2
OH Tukang Kayu
Tenaga 40,000.00
43,000.00
80,000.00
86,000.00
1
OH Tukang Batu
40,000.00
43,000.00
40,000.00
43,000.00
2
OH Pekerja
30,000.00
33,000.00
60,000.00
66,000.00
OH Kepala Tukang
45,000.00
47,000.00
13,500.00
14,100.00
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
429,475.00
465,806.25
308,325.00
335,156.25
0.3 0.05 6.6
17,000.00
0.005
6.4.1
6.5
450,150.00
Bahan Btg Kayu Dolken diameter 8 - 10 / 400 cm
6.2.2
6.4
Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
1
m2 Pembuatan Gudang Semen dan Alat-alat
6.6.1
Bahan 1.7 0.21
Btg Kayu Dolken diameter 8 - 10 / 400 cm m3 Kayu
17,000.00
18,000.00
28,900.00
30,600.00
750,000.00
850,000.00
157,500.00
178,500.00
13,000.00
14,000.00
3,900.00
4,200.00
1,050.00
1,062.50
11,025.00
11,156.25 4,200.00
0.3
Kg
Paku Biasa 2" - 5"
10.5
Kg
Portland Semen
0.03
m3 Pasir Beton
125,000.00
140,000.00
3,750.00
0.05
m3 Koral Beton
115,000.00
120,000.00
5,750.00
6,000.00
65,000.00
67,000.00
97,500.00
100,500.00
1.5
Lbr Seng Gelombang BJLS 32
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.6.2
Tenaga
MAKSIMUM Rp
121,150.00
130,650.00
43,000.00
80,000.00
86,000.00
1
OH Pekerja
30,000.00
33,000.00
30,000.00
33,000.00
OH Kepala Tukang
45,000.00
47,000.00
9,000.00
9,400.00
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
5,150.00
5,550.00
5,150.00
5,550.00
1
m2 Membersihkan Lapangan dan Perataan Tenaga
0.1
OH Pekerja
30,000.00
33,000.00
3,000.00
3,300.00
0.05
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
22,820.90
27,462.50
1 m2
6.11.1
Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm Bahan
1
8,375.00
11,750.00
Btg Bambu diameter 6 - 8 / 600 cm
7,000.00
10,000.00
7,000.00
10,000.00
0.25
Kg
5,500.00
7,000.00
1,375.00
1,750.00
14,445.90
15,712.50
0.17
OH Tukang Kayu
40,000.00
43,000.00
6,800.00
7,310.00
0.25
OH Pekerja
30,000.00
33,000.00
7,500.00
8,250.00
OH Kepala Tukang
45,000.00
47,000.00
90.00
94.00
OH Mandor
43,000.00
45,000.00
55.90
58.50
214,329.00
234,996.00
214,329.00
234,996.00
6.11.2
Tali Ijuk Tenaga
0.002 0.0013 1
6.13.2
6.14
JUMLAH MINIMUM Rp
40,000.00
6.8.2
6.13
MAKSIMUM Rp
OH Tukang Kayu
0.05
6.11
MINIMUM Rp
2 0.2
6.8
URAIAN PAKERJAAN
SAT.
m3 Bongkaran Beton Bertulang Tenaga
6.667
OH Pekerja
30,000.00
33,000.00
200,010.00
220,011.00
0.333
OH Mandor
43,000.00
45,000.00
14,319.00
14,985.00
201,429.00
221,496.00
201,429.00
221,496.00
1
6.14.2
m3 Bongkaran Dinding Tembok Bata Merah Tenaga
6.667
OH Pekerja
30,000.00
33,000.00
200,010.00
220,011.00
0.033
OH Mandor
43,000.00
45,000.00
1,419.00
1,485.00
HARGA BAHAN/UPAH No.
SNI
II
03-2835 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN TANAH 6.1 6.1.2
6.2 6.2.2
6.3 6.3.2
6.4 6.4.2
6.5 6.5.2
6.6 6.6.2
6.7 6.7.2
6.8 6.8.2
1
m3
0.75 0.025
OH OH
1
m3
0.90 0.045
OH OH
1
m3
1.05 0.067
OH OH
1
m3
1.000 0.032
OH OH
1
m3
1.50 0.060
OH OH
1
m3
1.200 0.045
OH OH
1
m2
0.05 0.005
OH OH
1
m3
Menggali Tanah Biasa Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Biasa Sedalam 2 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Biasa Sedalam 3 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Keras Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Cadas Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Lumpur Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Mengerjakan Striping Tebing Setinggi 1 m Tenaga Pekerja Mandor
0.330 0.010
OH OH
MembuangTanah sejauh 30 m' Tenaga Pekerja Mandor
6.9
1
m3
Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)
6.10 6.10.2
1
m3
0.5 0.05
OH OH
Pemadatan Tanah (per 20 cm) Tenaga Pekerja Mandor
1
m3
1.2
6.11 6.11.1
6.12 6.12.1
30,000.00 43,000.00
33,000.00 45,000.00
28,935.00 28,935.00 27,000.00 1,935.00
31,725.00 31,725.00 29,700.00 2,025.00
33,000.00 45,000.00
34,381.00 34,381.00 31,500.00 2,881.00
37,665.00 37,665.00 34,650.00 3,015.00
33,000.00 45,000.00
31,376.00 31,376.00 30,000.00 1,376.00
34,440.00 34,440.00 33,000.00 1,440.00
33,000.00 45,000.00
47,580.00 47,580.00 45,000.00 2,580.00
52,200.00 52,200.00 49,500.00 2,700.00
33,000.00 45,000.00
37,935.00 37,935.00 36,000.00 1,935.00
41,625.00 41,625.00 39,600.00 2,025.00
33,000.00 45,000.00
1,715.00 1,715.00 1,500.00 215.00
1,875.00 1,875.00 1,650.00 225.00
33,000.00 45,000.00
10,330.00 10,330.00 9,900.00 430.00
11,340.00 11,340.00 10,890.00 450.00
33,000.00 45,000.00
17,150.00 17,150.00 15,000.00 2,150.00
18,750.00 18,750.00 16,500.00 2,250.00 112,350.00 102,000.00 102,000.00
m3
75,000.00
85,000.00
0.3 0.01
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
9,430.00 9,000.00 430.00
10,350.00 9,900.00 450.00
1
m3
0.40 0.135 0.948
m3 m3 m3
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL Bahan Pasir Pasang Kapur Padam Tanah Liat
125,000.00 195,000.00 45,000.00
140,000.00 210,000.00 50,000.00
164,225.00 118,985.00 50,000.00 26,325.00 42,660.00
180,830.00 131,750.00 56,000.00 28,350.00 47,400.00
0.800 0.400 0.04 0.080
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
45,240.00 24,000.00 16,000.00 1,800.00 3,440.00
49,080.00 26,400.00 17,200.00 1,880.00 3,600.00
1
m2
6.0
kg
Pemasangan Lapisan Ijuk tebal 10 cm Bahan Ijuk
5,500.00
7,000.00
38,145.00 33,000.00 33,000.00
47,625.00 42,000.00 42,000.00
0.15 0.015
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
5,145.00 4,500.00 645.00
5,625.00 4,950.00 675.00
1
m3
1.2
m3
Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan Bahan Sirtu
115,000.00
120,000.00
146,575.00 138,000.00 138,000.00
153,375.00 144,000.00 144,000.00
0.25 0.025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
8,575.00 7,500.00 1,075.00
9,375.00 8,250.00 1,125.00
6.14.2
6.15 6.15.1
30,000.00 43,000.00
25,875.00 25,875.00 24,750.00 1,125.00
99,430.00 90,000.00 90,000.00
6.12.2
6.14 6.14.1
30,000.00 43,000.00
33,000.00 45,000.00
23,575.00 23,575.00 22,500.00 1,075.00
Urugan Pasir Bahan Pasir Urug
6.11.2
6.15.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/18
abk 2-14
HARGA BAHAN/UPAH No.
SNI
III
03-2835 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PONDASI 6.1 6.1.1
1
m3
1.2 202 0.485
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 3 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 163 0.52
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 4 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 136 0.544
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 5 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 117 0.561
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 6 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 91 0.584
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 8 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 0.17 0.17 0.340
m3 m3 Kg m3
Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp Bahan Batu Belah 15/20 Kapur Pasang (KP) Semen Merah (SM) Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
6.1.2
6.2 6.2.1
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
1.2 61 0.147 0.492
m3 kg m3 m3
6.7.2 .
413095359.xls
URAIAN PAKERJAAN
SAT.
1.5 0.750 0.075 0.075
OH OH OH OH
Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP Bahan Batu Belah 15/20 Portland Sement Kapur Pasang Pasir Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
53/19
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
498,325.00 416,725.00 144,000.00 212,100.00 60,625.00
527,175.00 438,525.00 156,000.00 214,625.00 67,900.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
461,750.00 380,150.00 144,000.00 171,150.00 65,000.00
490,637.50 401,987.50 156,000.00 173,187.50 72,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
436,400.00 354,800.00 144,000.00 142,800.00 68,000.00
465,310.00 376,660.00 156,000.00 144,500.00 76,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
418,575.00 336,975.00 144,000.00 122,850.00 70,125.00
447,502.50 358,852.50 156,000.00 124,312.50 78,540.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
394,150.00 312,550.00 144,000.00 95,550.00 73,000.00
423,097.50 334,447.50 156,000.00 96,687.50 81,760.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 195,000.00 120,000.00 125,000.00
130,000.00 210,000.00 150,000.00 140,000.00
321,650.00 240,050.00 144,000.00 33,150.00 20,400.00 42,500.00
353,450.00 264,800.00 156,000.00 35,700.00 25,500.00 47,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 195,000.00 125,000.00
130,000.00 1,062.50 210,000.00 140,000.00
379,815.00 298,215.00 144,000.00 64,050.00 28,665.00 61,500.00
409,212.50 320,562.50 156,000.00 64,812.50 30,870.00 68,880.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
abk 3-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.8 6.8.1
KOEF 1 1.2 41 0.131 0.492
m3 m3 kg m3 m3
6.8.2 .
6.9 6.9.1
6.9.2 .
6.10 6.10.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
120,000.00 1,050.00 195,000.00 125,000.00
130,000.00 1,062.50 210,000.00 140,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 75,000.00
130,000.00 85,000.00
218,832.00 176,400.00 144,000.00 32,400.00
238,818.00 192,720.00 156,000.00 36,720.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
42,432.00 23,400.00 15,600.00 1,755.00 1,677.00
46,098.00 25,740.00 16,770.00 1,833.00 1,755.00
130,000.00 10,000.00 1,062.50 150,000.00 120,000.00 15,000.00
1,663,375.00 1,517,100.00 57,600.00 1,134,000.00 203,700.00 43,680.00 53,820.00 24,300.00
1,817,980.00 1,658,485.00 62,400.00 1,260,000.00 206,125.00 46,800.00 56,160.00 27,000.00
33,000.00 43,000.00 47,000.00 45,000.00
146,275.00 102,000.00 34,000.00 3,825.00 6,450.00
159,495.00 112,200.00 36,550.00 3,995.00 6,750.00
120,000.00 1,050.00 140,000.00 115,000.00
130,000.00 1,062.50 150,000.00 120,000.00
467,917.00 355,200.00 54,000.00 203,700.00 43,680.00 53,820.00
490,300.00 367,585.00 58,500.00 206,125.00 46,800.00 56,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
112,717.00 72,000.00 32,000.00 3,600.00 5,117.00
122,715.00 79,200.00 34,400.00 3,760.00 5,355.00
1
m3
1.2 0.432
m3 m3
Pasang Pondasi Batu Kosong Bahan Batu Belah 15/20 Pasir Urug
0.78 0.39 0.039 0.039
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
0.480 126 194 0.312 0.468 1.8
m3
Kg Kg m3 m3 Kg
Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah Bahan Batu Belah 15/20 cm 120,000.00 Besi Beton 9,000.00 Portland Semen 1,050.00 Pasir Beton 140,000.00 Koral Beton 115,000.00 Kawat Beton 13,500.00
3.4 0.85 0.085 0.15
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
0.45 194 0.312 0.468
m3 Kg m3 m3
Pasang Pondasi Sumuran diameter 100 cm Bahan Batu Belah 15/20 cm Portland Semen Pasir Beton Koral Beton
2.40 0.8 0.08 0.119
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/20
MAKSIMUM Rp
JUMLAH MINIMUM Rp 355,695.00 274,095.00 144,000.00 43,050.00 25,545.00 61,500.00
OH OH OH OH
6.11.2
413095359.xls
Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP Bahan Batu Belah 15/20 Portland Sement Kapur Pasang Pasir
MINIMUM Rp
1.5 0.750 0.075 0.075
6.10.2
6.11 6.11.1
URAIAN PAKERJAAN
SAT.
MAKSIMUM Rp 384,602.50 295,952.50 156,000.00 43,562.50 27,510.00 68,880.00
abk 3-14
HARGA BAHAN/UPAH No.
SNI
IV
03-6897 - 2008
KODE
KOEF
P E K E R JAAN 6.1 6.1.1
1 m2 140 43.5 0.08
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.1.2
6.2 6.2.1
140 32.95 0.091
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.2.2
6.3 6.3.1
140 26.55 0.093
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.3.2
6.4 6.4.1
140 22.2 0.102
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.4.2
6.5 6.5.1
140 18.5 0.122
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.5.2
6.6 6.6.1
140 10.08 0.0925 0.0275
Buah Kg m3 m3
6.6.2
6.7 6.7.1
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
70 18.95 0.038
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
6.7.2
413095359.xls
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
DINDING
Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00
450.00 1,062.50 140,000.00
139,865.00 111,675.00 56,000.00 45,675.00 10,000.00
151,108.75 120,418.75 63,000.00 46,218.75 11,200.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
130,162.50 101,972.50 56,000.00 34,597.50 11,375.00
141,439.38 110,749.38 63,000.00 35,009.38 12,740.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
123,692.50 95,502.50 56,000.00 27,877.50 11,625.00
134,919.38 104,229.38 63,000.00 28,209.38 13,020.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
120,250.00 92,060.00 56,000.00 23,310.00 12,750.00
131,557.50 100,867.50 63,000.00 23,587.50 14,280.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
118,865.00 90,675.00 56,000.00 19,425.00 15,250.00
130,426.25 99,736.25 63,000.00 19,656.25 17,080.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP Bahan Bata Merah 400.00 450.00 Portland Semen (PC) 1,050.00 1,062.50 Pasir Pasang (PP) 125,000.00 140,000.00 Kapur Pasang (KP) 195,000.00 210,000.00
111,699.00 83,509.00 56,000.00 10,584.00 11,562.50 5,362.50
123,125.00 92,435.00 63,000.00 10,710.00 12,950.00 5,775.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
66,742.50 52,647.50 28,000.00 19,897.50 4,750.00
72,299.38 56,954.38 31,500.00 20,134.38 5,320.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/21
abk 4-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.8 6.8.1
KOEF
SAT. 1
m2
70 14.37 0.04
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.8.2
6.9 6.9.1
70 11.50 0.043
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.9.2
6.10 6.10.1
70 9.68 0.045
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.10.2
6.11 6.11.1
70 8.32 0.049
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.11.2
6.12 6.12.1
70 6.50 0.05
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.12.2
6.13 6.13.1
70 4.5 0.05 0.015
Buah Kg m3 m3
0.30 0.1 0.01 0.015
OH OH OH OH
6.13.2
413095359.xls
URAIAN PAKERJAAN
MINIMUM Rp Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00
JUMLAH
450.00 1,062.50 140,000.00
MINIMUM Rp 62,183.50 48,088.50 28,000.00 15,088.50 5,000.00
MAKSIMUM Rp 67,713.13 52,368.13 31,500.00 15,268.13 5,600.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
59,545.00 45,450.00 28,000.00 12,075.00 5,375.00
65,083.75 49,738.75 31,500.00 12,218.75 6,020.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
57,884.00 43,789.00 28,000.00 10,164.00 5,625.00
63,430.00 48,085.00 31,500.00 10,285.00 6,300.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
56,956.00 42,861.00 28,000.00 8,736.00 6,125.00
62,545.00 47,200.00 31,500.00 8,840.00 6,860.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
55,170.00 41,075.00 28,000.00 6,825.00 6,250.00
60,751.25 45,406.25 31,500.00 6,906.25 7,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP Bahan Bata Merah 5 x 11 x 22 400.00 450.00 Portland Semen 1,050.00 1,062.50 Pasir Pasang 125,000.00 140,000.00 Kapur Padam 195,000.00 210,000.00
55,995.00 41,900.00 28,000.00 4,725.00 6,250.00 2,925.00
61,776.25 46,431.25 31,500.00 4,781.25 7,000.00 3,150.00
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
30,000.00 40,000.00 45,000.00 43,000.00
53/22
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
abk 4-14
HARGA BAHAN/UPAH No.
SNI
V
03-2837 - 2008
KODE
KOEF
PEKERJAAN 6.1 6.1.1
6.2 6.2.1
m2
15.504 0.016
Kg m3
Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
10.224 0.020
Kg m3
Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
7.776 0.023
Kg m3
Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.240 0.024
Kg m3
Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.184 0.026
Kg m3
Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
4.416 0.027
Kg m3
Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.936 0.028
Kg m3
Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.456 0.029
Kg m3
Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.30 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.760 0.003 0.013
Kg m3 m3
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
6.8.2
6.9 6.9.1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PLESTERAN
1
6.1.2
413095359.xls
URAIAN PAKERJAAN
SAT.
Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm Bahan Portland Semen Kapur Pasang Pasir Pasang
53/23
1,050.00 125,000.00
1,062.50 140,000.00
34,599.20 18,279.20 16,279.20 2,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
29,555.20 13,235.20 10,735.20 2,500.00
31,393.00 13,663.00 10,863.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
27,359.80 11,039.80 8,164.80 2,875.00
29,212.00 11,482.00 8,262.00 3,220.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
25,872.00 9,552.00 6,552.00 3,000.00
27,720.00 9,990.00 6,630.00 3,360.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
25,013.20 8,693.20 5,443.20 3,250.00
26,878.00 9,148.00 5,508.00 3,640.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
24,331.80 8,011.80 4,636.80 3,375.00
26,202.00 8,472.00 4,692.00 3,780.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00
30,000.00 40,000.00 45,000.00 43,000.00
1,050.00 125,000.00
1,062.50 140,000.00
23,952.80 7,632.80 4,132.80 3,500.00
25,832.00 8,102.00 4,182.00 3,920.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
23,573.80 7,253.80 3,628.80 3,625.00
25,462.00 7,732.00 3,672.00 4,060.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,062.50 210,000.00 140,000.00
25,172.00 8,258.00 6,048.00 585.00 1,625.00
26,984.00 8,570.00 6,120.00 630.00 1,820.00
1,050.00 195,000.00 125,000.00
36,443.00 18,713.00 16,473.00 2,240.00
9,900.00 6,450.00 705.00 675.00
abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.9.2
6.10 6.10.1
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
0.36 0.12 0.012 0.018
OH OH OH OH
1
m2
3 0.005 0.020
kg m3 m3
Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm Bahan Portland Semen Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
0.009 0.009 0.009
m3 m3 m3
Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
0.007 0.007 0.015
m3 m3 m3
Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
13.632 0.027
kg m3
Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.40 0.20 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
10.368 0.031
Kg m3
Memasang Plesteran 1Pc : 3Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.26 0.2 0.02 0.013
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
8.320 0.032
kg m3
Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.40 0.20 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.912 0.035
Kg m3
Memasang Plesteran 1Pc : 5Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.400 0.200 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.888 0.036
Kg m3
6.10.2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
1,050.00 195,000.00 125,000.00
1,062.50 210,000.00 140,000.00
23,539.00 6,625.00 3,150.00 975.00 2,500.00
25,451.50 7,037.50 3,187.50 1,050.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
20,874.00 3,960.00 1,080.00 1,755.00 1,125.00
22,914.00 4,500.00 1,350.00 1,890.00 1,260.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
20,994.00 4,080.00 840.00 1,365.00 1,875.00
23,034.00 4,620.00 1,050.00 1,470.00 2,100.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
1,050.00 125,000.00
1,062.50 140,000.00
39,534.60 17,688.60 14,313.60 3,375.00
41,994.00 18,264.00 14,484.00 3,780.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
32,020.40 14,761.40 10,886.40 3,875.00
34,061.00 15,356.00 11,016.00 4,340.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
17,259.00 7,800.00 8,000.00 900.00 559.00
18,705.00 8,580.00 8,600.00 940.00 585.00
1,050.00 125,000.00
1,062.50 140,000.00
34,582.00 12,736.00 8,736.00 4,000.00
37,050.00 13,320.00 8,840.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
33,478.60 11,632.60 7,257.60 4,375.00
35,974.00 12,244.00 7,344.00 4,900.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,062.50 140,000.00
32,528.40 10,682.40 6,182.40 4,500.00
35,026.00 11,296.00 6,256.00 5,040.00
30,000.00 40,000.00 45,000.00 43,000.00
\
6.11 6.11.1
6.11.2
6.12 6.12.1
6.12.2
6.13 6.13.1
6.13.2
6.14 6.14.1
6.14.2
6.15 6.15.1
6.15.2
6.16 6.16.1
6.16.2
6.17 6.17.1
413095359.xls
Memasang Plesteran 1Pc : 6Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
53/24
1,050.00 125,000.00
abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.17.2
6.18 6.18.1
OH OH OH OH
1
m2
0.009 0.009 0.018
m3 m3 m3
Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.440 0.22 0.022 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.184 0.026
Kg m3
Memasang Berapen 1 Pc : 5Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.15 0.075 0.008 0.008
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m'
0.5 0.013
Kg m3
Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm Bahan Portland Semen Pasir Pasang
0.080 0.40 0.040 0.004
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
4.32 0.006
Kg m3
Memasang Plesteran Ciprat 1Pc : 2 Pp Bahan Portland Semen Pasir Pasang
0.30 0.1 0.01 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.108
Kg
Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m') Bahan Portland Semen
0.15 0.075 0.008 0.008
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
1.600
Kg
Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') Bahan Portland Semen
0.070 0.035 0.004 0.004
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.34 0.012
Kg m3
Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp Bahan Pc PP
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6.19.2
6.20 6.20.1
6.20.2
6.23 6.23.1
6.23.2
6.24 6.24.1
6.24.2
6.25 6.25.1
6.25.2
6.26 6.26.1
6.26.2
6.27 6.27.1
1
m2
3.25
Kg
Memasang Acian Bahan Portland Semen
0.20 0.10 0.010 0.010
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6.27.2
413095359.xls
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
0.40 0.2 0.02 0.022
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
53/25
JUMLAH
33,000.00 43,000.00 47,000.00 45,000.00
MINIMUM Rp 21,846.00 12,000.00 8,000.00 900.00 946.00
MAKSIMUM Rp 23,730.00 13,200.00 8,600.00 940.00 990.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
29,021.00 5,085.00 1,080.00 1,755.00 2,250.00
31,764.00 5,760.00 1,350.00 1,890.00 2,520.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,936.00 13,200.00 8,800.00 990.00 946.00
26,004.00 14,520.00 9,460.00 1,034.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
16,897.20 8,693.20 5,443.20 3,250.00
18,059.00 9,148.00 5,508.00 3,640.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
1,050.00 125,000.00
1,062.50 140,000.00
22,522.00 2,150.00 525.00 1,625.00
24,251.25 2,351.25 531.25 1,820.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,372.00 2,400.00 16,000.00 1,800.00 172.00
21,900.00 2,640.00 17,200.00 1,880.00 180.00
1,050.00 125,000.00
1,062.50 140,000.00
19,381.00 5,286.00 4,536.00 750.00
20,775.00 5,430.00 4,590.00 840.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
1,050.00
1,062.50
11,467.40 3,263.40 3,263.40
12,213.25 3,302.25 3,302.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
1,050.00
1,062.50
5,532.00 1,680.00 1,680.00
5,883.00 1,700.00 1,700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,852.00 2,100.00 1,400.00 180.00 172.00
4,183.00 2,310.00 1,505.00 188.00 180.00
1,050.00 125,000.00
1,062.50 140,000.00
24,477.00 8,157.00 6,657.00 1,500.00
26,146.25 8,416.25 6,736.25 1,680.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00
1,062.50
14,292.50 3,412.50 3,412.50
15,273.13 3,453.13 3,453.13
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
10,880.00 6,000.00 4,000.00 450.00 430.00
11,820.00 6,600.00 4,300.00 470.00 450.00
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
abk 5-14
HARGA BAHAN/UPAH No.
SNI
VI
03-3434 - 2008
KODE
6.1
KOEF
m3
1.1 1.25 1
m3 kg kg
7 21 2.10 0.35
OH OH OH OH
1
m3
1.2 1.25 1
m3 kg kg
6.00 18.00 1.80 0.30
OH OH OH OH
1
m2
0.040 0.05
m3 Kg
Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer) Bahan Kayu Klas II (Kamfer), papan Paku Biasa 2" - 5 "
0.35 1.05 0.105 0.018
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.050
m3 kg
1 3.0 0.30 0.05
OH OH OH OH
1
m2
0.024 0.300
m3 kg
0.800 2.400 0.240 0.040
OH OH OH OH
1
m2
0.064 0.5
m3 kg
1 3 0.3 0.05
OH OH OH OH
1
m2
0.025 0.030 0.500 1.000
m3 Kg Ltr Lbr
Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm) Bahan Kayu Klas II (Kamfer), papan 5,800,000.00 Paku Biasa 1/2" - 1" 13,000.00 Lem Kayu 18,000.00 Plywood tebal 4 mm uk.90x220cm 51,000.00
0.700 2.100 0.210 0.035
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0256 0.03 0.5 1
m3 Kg Ltr Lbr
0.800 2.400 0.240 0.040
OH OH OH OH
6.1.2
6.2.2
6.3 6.3.1
6.3.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
6.8.2
6.9 6.9.1
6.9.2
413095359.xls
PEKERJAAN K A Y U Membuat Kosen Pintu & Jendela Kayu klas I Bahan Kayu Klas I (Jati) , Balok Paku Biasa 2" - 5 " Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
1
6.1.2
6.2 6.2.1
URAIAN PAKERJAAN
SAT.
Membuat Kosen Pintu & Jendela Kayu klas II atau III Bahan Kayu Klas II (Kamfer) , Balok Paku Biasa 2" - 5 " Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
Membuat Daun Pintu Panel Kayu Klas I atau II Bahan Kayu Klas II (Kamfer), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Membuat Pintu & Jendela Kaca Kayu Klas I atau II Bahan Kayu Klas II (Kamfer), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Membuat Pintu & Jendela Jalusi Kayu Klas I atau II Bahan Kayu Klas I (Jati), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
18,500,000.00 13,000.00 18,000.00
19,000,000.00 14,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
53/26
JUMLAH MINIMUM Rp
MAKSIMUM Rp
21,543,800.00 20,384,250.00 20,350,000.00 16,250.00 18,000.00 1,159,550.00 210,000.00 840,000.00 94,500.00 15,050.00
22,185,950.00 20,937,500.00 20,900,000.00 17,500.00 20,000.00 1,248,450.00 231,000.00 903,000.00 98,700.00 15,750.00 7,947,600.00 6,877,500.00 6,840,000.00 17,500.00 20,000.00 1,070,100.00 198,000.00 774,000.00 84,600.00 13,500.00
5,000,000.00 13,000.00 18,000.00
5,700,000.00 14,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,028,150.00 6,034,250.00 6,000,000.00 16,250.00 18,000.00 993,900.00 180,000.00 720,000.00 81,000.00 12,900.00
5,800,000.00 13,000.00
6,200,000.00 14,000.00
290,649.00 232,650.00 232,000.00 650.00
311,145.00 248,700.00 248,000.00 700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
57,999.00 10,500.00 42,000.00 4,725.00 774.00
62,445.00 11,550.00 45,150.00 4,935.00 810.00
398,550.00 232,900.00 232,000.00 900.00 165,650.00 30,000.00 120,000.00 13,500.00 2,150.00
427,350.00 249,000.00 248,000.00 1,000.00 178,350.00 33,000.00 129,000.00 14,100.00 2,250.00
277,120.00 144,600.00 139,200.00 5,400.00 132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
297,480.00 154,800.00 148,800.00 6,000.00 142,680.00 26,400.00 103,200.00 11,280.00 1,800.00 1,596,350.00 1,418,000.00 1,408,000.00 10,000.00 178,350.00 33,000.00 129,000.00 14,100.00 2,250.00
5,800,000.00 18,000.00
6,200,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,800,000.00 18,000.00
6,200,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,000,000.00 18,000.00
22,000,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,518,650.00 1,353,000.00 1,344,000.00 9,000.00 165,650.00 30,000.00 120,000.00 13,500.00 2,150.00
6,200,000.00 14,000.00 20,000.00 55,000.00
321,345.00 205,390.00 145,000.00 390.00 9,000.00 51,000.00
345,265.00 220,420.00 155,000.00 420.00 10,000.00 55,000.00
33,000.00 43,000.00 47,000.00 45,000.00
115,955.00 21,000.00 84,000.00 9,450.00 1,505.00
124,845.00 23,100.00 90,300.00 9,870.00 1,575.00
341,390.00 208,870.00 148,480.00 390.00 9,000.00 51,000.00 132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
366,820.00 224,140.00 158,720.00 420.00 10,000.00 55,000.00 142,680.00 26,400.00 103,200.00 11,280.00 1,800.00
30,000.00 40,000.00 45,000.00 43,000.00
Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II Bahan Kayu Klas II (Kamfer), papan Paku Biasa 1/2" - 1" Lem Kayu Plywood tebal 4 mm uk.90x220cm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MAKSIMUM Rp
5,800,000.00 13,000.00 18,000.00 51,000.00
6,200,000.00 14,000.00 20,000.00 55,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.10 6.10.1
KOEF
413095359.xls
132,585.00 22,110.00 86,000.00 9,400.00 15,075.00
21,000,000.00 13,000.00 18,000.00 51,000.00
22,000,000.00 14,000.00 20,000.00 55,000.00
714,310.00 581,790.00 525,000.00 390.00 5,400.00 51,000.00
754,100.00 611,420.00 550,000.00 420.00 6,000.00 55,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
142,680.00 26,400.00 103,200.00 11,280.00 1,800.00
33,000.00 43,000.00 47,000.00 45,000.00
361,154.00 220,330.00 145,000.00 390.00 1,440.00 51,000.00 22,500.00 140,824.00 25,500.00 102,000.00 11,475.00 1,849.00
388,640.00 237,020.00 155,000.00 420.00 1,600.00 55,000.00 25,000.00 151,620.00 28,050.00 109,650.00 11,985.00 1,935.00
5,700,000.00 14,500.00 14,000.00
6,444,800.00 5,782,800.00 5,500,000.00 210,000.00 72,800.00
7,278,900.00 6,565,900.00 6,270,000.00 217,500.00 78,400.00
33,000.00 43,000.00 47,000.00 43,000.00
662,000.00 120,000.00 480,000.00 54,000.00 8,000.00
713,000.00 132,000.00 516,000.00 56,400.00 8,600.00
18,500,000.00 14,000.00 13,000.00
19,000,000.00 14,500.00 14,000.00
23,591,650.00 22,482,800.00 22,200,000.00 210,000.00 72,800.00
24,290,175.00 23,095,900.00 22,800,000.00 217,500.00 78,400.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
1,108,850.00 201,000.00 804,000.00 90,450.00 13,400.00
1,194,275.00 221,100.00 864,300.00 94,470.00 14,405.00
5,000,000.00 14,000.00 13,000.00
5,700,000.00 14,500.00 14,000.00
6,146,200.00 5,749,000.00 5,500,000.00 210,000.00 39,000.00
6,957,300.00 6,529,500.00 6,270,000.00 217,500.00 42,000.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
397,200.00 72,000.00 288,000.00 32,400.00 4,800.00
427,800.00 79,200.00 309,600.00 33,840.00 5,160.00
5,000,000.00 5,000,000.00 13,000.00
5,700,000.00 5,700,000.00 14,000.00
98,915.00 91,250.00 70,000.00 18,000.00 3,250.00
112,115.00 103,820.00 79,800.00 20,520.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
5,700,000.00 5,700,000.00 14,000.00
116,915.00 109,250.00 70,000.00 36,000.00 3,250.00
132,635.00 124,340.00 79,800.00 41,040.00 3,500.00
1
m2
0.025 0.03 0.3 1
m3 Kg kg Lbr
Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I Bahan Kayu Klas I (Jati), papan Paku Biasa 1/2" - 1" Lem Kayu Teakwood (90 x 220) cm x 4 mm
0.80 2.40 0.24 0.04
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.025 0.03 0.08 1 0.5
m3 Kg kg Lbr Lbr
0.850 2.550 0.255 0.043
OH OH OH OH
1
m3
1.1 15 5.6
m3 Kg Kg
Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter Bahan Kayu Kamfer, balok 5,000,000.00 Besi Strip 14,000.00 Paku Biasa 2" - 5" 13,000.00
4 12 1.2 0.2
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
1.2 15 5.6
m3 Kg Kg
Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I Bahan Kayu Klas I (jati), balok Besi Strip Paku Biasa 2" - 5"
6.7 20.1 2.01 0.335
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
1.1 15 3
m3 Kg Kg
Memasang konstruksi Gording, Kayu Klas II Bahan Kayu Klas I (Kamfer), balok Besi Strip Paku Biasa 2" - 5"
2.4 7.2 0.72 0.12
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.014 0.0036 0.25
m3 m3 Kg
Memasang Rangka Atap Genteng Keramik, Kayu Klas II Bahan Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm Reng (2x3) cm Paku Biasa 2" - 5"
0.1 0.1 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.014 0.0072 0.25
m3 m3 Kg
6.16.2
6.17 6.17.1
123,505.00 20,100.00 80,000.00 9,000.00 14,405.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
6.15.2
6.16 6.16.1
33,000.00 43,000.00 47,000.00 45,000.00
OH OH OH OH
6.14.2
6.15 6.15.1
30,000.00 40,000.00 45,000.00 43,000.00
0.670 2.000 0.200 0.335
6.13.2
6.14 6.14.1
22,000,000.00 14,000.00
m3 Kg
6.12.2
6.13 6.13.1
21,000,000.00 13,000.00
0.06 0.15
Membuat Jalusi mati Kosen Kayu Klas I atau II Bahan Kayu Klas I (Jati), papan Paku Biasa 1/2" - 1"
Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II Bahan Kayu Klas II (Kamfer), papan 5,800,000.00 Paku Biasa 1/2" - 1" 13,000.00 Lem Kayu 18,000.00 Teakwood (90 x 220) cm x 4 mm 51,000.00 Formika 45,000.00 Tenaga Pekerja 30,000.00 Tukang Kayu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00
30,000.00 40,000.00 45,000.00 40,000.00
Memasang Rangka Atap Genteng Beton, Kayu Klas II Bahan Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm Reng (2x3) cm Paku Biasa 2" - 5"
53/27
5,000,000.00 5,000,000.00 13,000.00
MAKSIMUM Rp
JUMLAH MINIMUM Rp 1,385,455.00 1,261,950.00 1,260,000.00 1,950.00
m2
6.11.2
6.12 6.12.1
MINIMUM Rp
1
6.10.2
6.11 6.11.1
URAIAN PAKERJAAN
SAT.
6,200,000.00 14,000.00 20,000.00 55,000.00 50,000.00
MAKSIMUM Rp 1,454,685.00 1,322,100.00 1,320,000.00 2,100.00
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.17.2
6.18 6.18.1
413095359.xls
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
5,000,000.00 13,000.00
5,700,000.00 14,000.00
100,675.00 79,600.00 77,000.00 2,600.00
113,215.00 90,580.00 87,780.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,075.00 4,500.00 12,000.00 1,350.00 3,225.00
22,635.00 4,950.00 12,900.00 1,410.00 3,375.00
5,000,000.00 13,000.00
5,700,000.00 14,000.00
104,530.00 84,750.00 81,500.00 3,250.00
117,770.00 96,410.00 92,910.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
19,780.00 6,000.00 12,000.00 1,350.00 430.00
21,360.00 6,600.00 12,900.00 1,410.00 450.00
21,000,000.00 13,000.00
22,000,000.00 14,000.00
240,215.00 228,100.00 226,800.00 1,300.00
252,065.00 239,000.00 237,600.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
12,115.00 3,000.00 8,000.00 900.00 215.00
13,065.00 3,300.00 8,600.00 940.00 225.00
5,800,000.00 13,000.00
6,200,000.00 14,000.00
76,565.00 64,450.00 63,800.00 650.00
81,965.00 68,900.00 68,200.00 700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
12,115.00 3,000.00 8,000.00 900.00 215.00
13,065.00 3,300.00 8,600.00 940.00 225.00
5,700,000.00 14,000.00
166,819.00 141,950.00 140,000.00 1,950.00
188,475.00 161,700.00 159,600.00 2,100.00
33,000.00 43,000.00 47,000.00 45,000.00
24,869.00 4,500.00 18,000.00 2,025.00 344.00
26,775.00 4,950.00 19,350.00 2,115.00 360.00
5,000,000.00 13,000.00 51,000.00 18,000.00
5,700,000.00 14,000.00 55,000.00 20,000.00
220,759.00 195,890.00 140,000.00 1,950.00 43,860.00 10,080.00
246,975.00 220,200.00 159,600.00 2,100.00 47,300.00 11,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
24,869.00 4,500.00 18,000.00 2,025.00 344.00
26,775.00 4,950.00 19,350.00 2,115.00 360.00
22,000,000.00 14,000.00 15,000.00
249,715.00 150,325.00 147,000.00 1,300.00 2,025.00
264,660.00 157,650.00 154,000.00 1,400.00 2,250.00
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0154 0.2
m3 Kg
Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
0.15 0.30 0.030 0.075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0163 0.25
m3 Kg
Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
0.2 0.3 0.03 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
0.0108 0.10
m3 Kg
Memasang Listplank Uk. (3x20)cm Kayu klas I atau II Bahan Kayu klas I (Jati), papan Paku Biasa 2" - 5"
0.1 0.2 0.020 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
0.011 0.05
m3 Kg
Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II Bahan Kayu klas II (Kamfer), papan Paku Biasa 2" - 5"
0.1 0.2 0.02 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.028 0.15
m3 Kg
Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III Bahan Kayu klas II (Kamfer), balok 5,000,000.00 Paku Biasa 2" - 5" 13,000.00
0.15 0.45 0.045 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.028 0.15 0.86 0.56
m3 Kg Lbr Ltr
Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II Bahan Kayu klas II (Kamfer), balok Paku Biasa 2" - 5" Teakwood 120 x 240 cm tebal 4mm Lem
0.15 0.45 0.045 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.007 0.1 0.15
m3 Kg Kg
6.24.2
6.26 6.26.1
33,000.00 43,000.00 47,000.00 45,000.00
m3 Kg
6.23.2
6.24 6.24.1
30,000.00 40,000.00 45,000.00 43,000.00
0.165 0.2
Memasang Rangka Atap Sirap, Kayu Klas II Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
6.22.2
6.23 6.23.1
5,700,000.00 14,000.00
953,254.00 943,300.00 940,500.00 2,800.00
m2
6.21.2
6.22 6.22.1
5,000,000.00 13,000.00
836,798.00 827,600.00 825,000.00 2,600.00
1
6.20.2
6.21 6.21.1
33,000.00 43,000.00 47,000.00 45,000.00
MAKSIMUM Rp 8,295.00 3,300.00 4,300.00 470.00 225.00
30,000.00 40,000.00 45,000.00 43,000.00
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Lambriziring dari Papan klas I Bahan Kayu klas I (Jati), papan Paku Biasa 2" - 5" Paku Sekrup 3,5"
53/28
21,000,000.00 13,000.00 13,500.00
MAKSIMUM Rp
JUMLAH MINIMUM Rp 7,665.00 3,000.00 4,000.00 450.00 215.00
OH OH OH OH
6.19.2
6.20 6.20.1
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
0.1 0.1 0.01 0.005
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.26.2
6.27 6.27.1
0.6 1.8 0.18 0.03
OH OH OH OH
1
m2
0.4 0.05
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
JUMLAH
33,000.00 43,000.00 47,000.00 45,000.00
MINIMUM Rp 99,390.00 18,000.00 72,000.00 8,100.00 1,290.00
MAKSIMUM Rp 107,010.00 19,800.00 77,400.00 8,460.00 1,350.00 27,171.00 22,700.00 22,000.00 700.00
Lbr Kg
51,000.00 13,000.00
55,000.00 14,000.00
25,203.00 21,050.00 20,400.00 650.00
0.025 0.075 0.0080 0.0010
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,153.00 750.00 3,000.00 360.00 43.00
4,471.00 825.00 3,225.00 376.00 45.00
1
m2
1.500 0.014 0.012 0.003
m2 m3 Kg m'
Memasang Dinding Bilik, Rangka Kayu Klas III atau IV Bahan Bilik Bambu Kayu Klas III (Meranti) Paku Biasa 1/2" - 1" List Kayu 2/4
15,000.00 4,200,000.00 13,000.00 4,200.00
17,500.00 4,400,000.00 14,000.00 5,000.00
86,908.60 81,468.60 22,500.00 58,800.00 156.00 12.60
93,943.00 88,033.00 26,250.00 61,600.00 168.00 15.00
0.1 0.05 0.005 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,440.00 3,000.00 2,000.00 225.00 215.00
5,910.00 3,300.00 2,150.00 235.00 225.00
6.28.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm Bahan Plywood (120 X 240) cm x 4mm Paku Biasa 1/2" - 1"
6.27.2
6.28 6.28.1
URAIAN PAKERJAAN
SAT.
53/29
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT.
VII 03-7394 - 2008 6.1 6.1.1
1
m3
247 869 999 215
Kg Kg Kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
276 828 1,012 215
Kg kg kg ltr
1.65 0.275 0.028 0.083 1
OH OH OH OH m3
299 799 1,017 215
Kg kg kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
230 893 1,027 200
Kg kg kg ltr
1.2 0.2 0.02 0.006
OH OH OH OH
1
m3
326 760 1,029 215
Kg Kg Kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
352 731 1,031 215
Kg Kg Kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
371 698 1,047 215
Kg Kg Kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
384 692 1,039 215
Kg Kg Kg ltr
6.1.2
6.2 6.2.1
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
413095359.xls
URAIAN PAKERJAAN
PEKERJAAN B E T O N Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87 Bahan Portland Semen 1,050.00 Pasir Beton 100.00 Kerikil (maksimum 30 mm) 85.19 Air 3.70 Tenaga Pekerja 30,000.00 Tukang Batu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air
53/30
MAKSIMUM Rp
1,062.50 107.14 88.89 4.25 33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp
497,474.50 432,145.50 259,350.00 86,900.00 85,100.00 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
516,584.39 445,258.39 262,437.50 93,107.14 88,800.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
524,931.91 459,602.91 289,800.00 82,800.00 86,207.41 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00 546,607.83 481,278.83 313,950.00 79,900.00 86,633.33 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
544,159.59 472,833.59 293,250.00 88,714.29 89,955.56 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 565,934.39 494,608.39 317,687.50 85,607.14 90,400.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
464,183.19 419,025.19 241,500.00 89,300.00 87,485.19 740.00 45,158.00 36,000.00 8,000.00 900.00 258.00
481,602.46 432,192.46 244,375.00 95,678.57 91,288.89 850.00 49,410.00 39,600.00 8,600.00 940.00 270.00
572,080.06 506,751.06 342,300.00 76,000.00 87,655.56 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
591,509.99 520,183.99 346,375.00 81,428.57 91,466.67 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
596,650.43 531,321.43 369,600.00 73,100.00 87,825.93 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
616,205.62 544,879.62 374,000.00 78,321.43 91,644.44 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 634,279.63 562,953.63 394,187.50 74,785.71 93,066.67 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 646,738.16 575,412.16 408,000.00 74,142.86 92,355.56 913.75
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
614,663.39 549,334.39 389,550.00 69,800.00 89,188.89 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
1,062.50 107.14 88.89 4.25
627,031.91 561,702.91 403,200.00 69,200.00 88,507.41 795.50
1,050.00 100.00 85.19 3.70
MAKSIMUM Rp
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.8.2
6.9 6.9.1
OH OH OH OH
1
m3
406 684 1,026 215
Kg kg kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
413 681 1,021 215
Kg Kg Kg ltr
Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air
1.650 0.275 0.028 0.083
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
439 670 1,006 215
Kg Kg Kg ltr
2.1 0.35 0.035 0.105
OH OH OH OH
1
m3
448 667 1,000 215
Kg Kg Kg ltr
2.10 0.350 0.035 0.105
OH OH OH OH
10
Kg
10.50 0.150
6.10.2
6.11 6.11.1
6.11.2
6.12 6.12.1
6.12.2
6.17 6.17.1
413095359.xls
33,000.00 43,000.00 47,000.00 45,000.00
648,224.50 582,895.50 426,300.00 68,400.00 87,400.00 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
668,100.46 596,774.46 431,375.00 73,285.71 91,200.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
654,848.57 589,519.57 433,650.00 68,100.00 86,974.07 795.50
674,772.09 603,446.09 438,812.50 72,964.29 90,755.56 913.75
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
697,531.80 614,441.80 460,950.00 67,000.00 85,696.30 795.50 83,090.00 63,000.00 14,000.00 1,575.00 4,515.00
719,279.19 628,559.19 466,437.50 71,785.71 89,422.22 913.75 90,720.00 69,300.00 15,050.00 1,645.00 4,725.00
Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
727,986.92 637,266.92 476,000.00 71,464.29 88,888.89 913.75 90,720.00 69,300.00 15,050.00 1,645.00 4,725.00
33,000.00 43,000.00 47,000.00 45,000.00
1,062.50 107.14 88.89 4.25
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
706,170.69 623,080.69 470,400.00 66,700.00 85,185.19 795.50 83,090.00 63,000.00 14,000.00 1,575.00 4,515.00
113,079.00 107,250.00 105,000.00 2,250.00
Kg Kg
9,000.00 13,500.00
10,000.00 15,000.00
0.07 0.07 0.007 0.004
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,387.00 2,100.00 2,800.00 315.00 172.00
5,829.00 2,310.00 3,010.00 329.00 180.00
10
Kg
10.5 0.1
Kg Kg
0.05 0.05 0.005 0.003
OH OH OH OH
168,420.00 164,250.00 162,750.00 1,500.00 4,170.00 1,650.00 2,150.00 235.00 135.00
1
Kg
1.02 0.05
Kabel Presstresed Polos/strand Bahan Besi presstred polos Kawat Beton Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
14,000.00 13,500.00
15,500.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
152,204.00 148,350.00 147,000.00 1,350.00 3,854.00 1,500.00 2,000.00 225.00 129.00
18,089.00 16,050.00 15,300.00 750.00
Kg Kg
Jaring Kawat baja/Wire Mesh Bahan Jaring Kawat Baja dilas Kawat Beton
13,000.00 13,500.00
15,000.00 15,000.00
15,818.00 13,935.00 13,260.00 675.00
0.025 0.025 0.002 0.001
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,883.00 750.00 1,000.00 90.00 43.00
2,039.00 825.00 1,075.00 94.00 45.00
1
m2
0.04 0.3 0.1
m3 Kg Ltr
650,000.00 14,000.00 10,000.00
54,988.00 26,700.00 22,000.00 3,900.00 800.00
61,932.00 31,200.00 26,000.00 4,200.00 1,000.00
6.19.2
6.20 6.20.1
MAKSIMUM Rp 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 Bahan Portland Semen 1,050.00 Pasir Beton 100.00 Kerikil (maksimum 30 mm) 85.19 Air 3.70 Tenaga Pekerja 30,000.00 Tukang Batu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00
Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
JUMLAH MINIMUM Rp 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
101,912.00 96,525.00 94,500.00 2,025.00
6.18.2
6.19 6.19.1
MINIMUM Rp
Pembesian dg Besi Polos atau Besi Ulir Bahan Besi Beton (polos/ulir) Kawat Beton
6.17.2
6.18 6.18.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1.650 0.275 0.028 0.083
6.9.2
6.10 6.10.1
URAIAN PAKERJAAN
SAT.
Memasang Bekisting untuk Pondasi Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting
550,000.00 13,000.00 8,000.00
53/31
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.20.2
6.21 6.21.1
OH OH OH OH
1
m2
0.045 0.3 0.1
m3 Kg Ltr
Memasang Bekisting untuk Sloof Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting
0.52 0.26 0.026 0.026
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.015 0.35 2
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Kolom Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.018 0.35 2
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Balok Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.015 0.35 6
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Lantai Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II (Borneo) Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
6.22.2
6.23 6.23.1
6.23.2
6.24 6.24.1
6.24.2
6.25 6.25.1
0.03 0.4 0.2 0.02 0.35 3 4
m3 Kg Ltr m3 Lbr Btg Buah
0.66 0.33 0.033 0.033
OH OH OH OH
1
m2
0.03 0.4 0.15 0.015 0.35 2
m3 Kg Ltr m3 Lbr Btg
6.25.2
6.26 6.26.1
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
0.52 0.26 0.026 0.026
6.21.2
6.22 6.22.1
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Memasang Bekisting untuk Tangga Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
53/32
JUMLAH MINIMUM Rp
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
28,288.00 15,600.00 10,400.00 1,170.00 1,118.00
30,732.00 17,160.00 11,180.00 1,222.00 1,170.00
550,000.00 13,000.00 8,000.00
650,000.00 14,000.00 10,000.00
57,738.00 29,450.00 24,750.00 3,900.00 800.00
65,182.00 34,450.00 29,250.00 4,200.00 1,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
28,288.00 15,600.00 10,400.00 1,170.00 1,118.00
30,732.00 17,160.00 11,180.00 1,222.00 1,170.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
215,204.00 179,300.00 22,000.00 5,200.00 1,600.00 67,500.00 49,000.00 34,000.00
231,356.00 192,350.00 26,000.00 5,600.00 2,000.00 72,000.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
228,704.00 192,800.00 22,000.00 5,200.00 1,600.00 81,000.00 49,000.00 34,000.00
245,756.00 206,750.00 26,000.00 5,600.00 2,000.00 86,400.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
283,204.00 247,300.00 22,000.00 5,200.00 1,600.00 67,500.00 49,000.00 102,000.00
303,356.00 264,350.00 26,000.00 5,600.00 2,000.00 72,000.00 50,750.00 108,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00 5,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00 5,500.00
269,204.00 233,300.00 16,500.00 5,200.00 1,600.00 90,000.00 49,000.00 51,000.00 20,000.00
288,856.00 249,850.00 19,500.00 5,600.00 2,000.00 96,000.00 50,750.00 54,000.00 22,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
209,304.00 173,400.00 16,500.00 5,200.00 1,200.00 67,500.00 49,000.00 34,000.00
224,356.00 185,350.00 19,500.00 5,600.00 1,500.00 72,000.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Bekisting untuk Dinding Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m Formite/Penjaga jarak / Spacer (alat bantu)
MAKSIMUM Rp
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp 33,000.00 43,000.00 47,000.00 45,000.00
MAKSIMUM Rp 39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 17,000.00
650,000.00 14,000.00 18,000.00
37,889.00 30,820.00 14,520.00 7,800.00 8,500.00
42,255.00 34,560.00 17,160.00 8,400.00 9,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,069.00 4,500.00 2,000.00 225.00 344.00
7,695.00 4,950.00 2,150.00 235.00 360.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
2,402,575.00 2,138,575.00 110,000.00 19,500.00 3,200.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00
2,627,225.00 2,339,450.00 130,000.00 21,000.00 4,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
264,000.00 159,000.00 11,000.00 52,000.00 42,000.00 11,790.00 11,395.00
287,775.00 174,900.00 11,825.00 55,900.00 45,150.00 12,314.00 11,925.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
2,966,700.00 2,667,800.00 148,500.00 26,000.00 4,800.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00
3,255,755.00 2,930,200.00 175,500.00 28,000.00 6,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
298,900.00 169,500.00 11,000.00 62,400.00 56,000.00 14,535.00 12,169.00
325,555.00 186,450.00 11,825.00 67,080.00 60,200.00 15,181.00 12,735.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
5,652,564.00 5,246,750.00 220,000.00 52,000.00 16,000.00 2,835,000.00 60,750.00 352,800.00 75,600.00 129,600.00 675,000.00 490,000.00 340,000.00
6,157,251.00 5,716,700.00 260,000.00 56,000.00 20,000.00 3,150,000.00 67,500.00 357,000.00 81,000.00 137,700.00 720,000.00 507,500.00 360,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
405,814.00 211,500.00 11,000.00 66,000.00 84,000.00 18,135.00 15,179.00
440,551.00 232,650.00 11,825.00 70,950.00 90,300.00 18,941.00 15,885.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
4,365,059.00 4,012,900.00 176,000.00 41,600.00 12,800.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00 630,000.00 392,000.00 272,000.00
4,737,986.00 4,355,500.00 208,000.00 44,800.00 16,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00 672,000.00 406,000.00 288,000.00
6.26.2
6.27 6.27.1
0.66 0.33 0.033 0.033
OH OH OH OH
Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0264 0.6 0.5
m3 kg m3
Memasang Jembatan Cor Bahan Kayu Terentang Paku Biasa 2" - 5" Dolken Kayu Galam diameter 8 - 10 / 4 m
0.15 0.05 0.005 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
0.2 1.5 0.4 157.5 2.25 336 0.54 0.81
m3 Kg Ltr Kg Kg Kg m3 m3
Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
5.3 0.275 1.30 1.05 0.262 0.265
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.27 2 0.6 210 3 336 0.54 0.81
m3 Kg Ltr Kg Kg Kg m3 m3
Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
5.65 0.275 1.56 1.4 0.323 0.283
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.4 4 2 315 4.5 336 0.54 0.81 0.15 3.5 20
m3 Kg Ltr kg kg Kg m3 m3 m3 Lbr Btg
Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm
7.05 0.275 1.65 2.1 0.403 0.353
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.32 3.2 1.6 210 3 336 0.54 0.81 0.14 2.8 16
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
6.27.2
6.28 6.28.1
6.28.2
6.29 6.29.1
6.29.2
6.30 6.30.1
6.30.2
6.31 6.31.1
413095359.xls
30,000.00 40,000.00 45,000.00 43,000.00
Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm
53/33
JUMLAH MINIMUM Rp 35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.31.2
6.32 6.32.1
6.35 0.275 1.65 1.4 0.333 0.318
OH OH OH OH OH OH
1
m3
0.32 3.2 1.6 157.5 2.25 336 0.54 0.81 0.12 2.8 32
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.3 0.275 1.3 1.05 0.265 0.265
OH OH OH OH OH OH
1
m3
0.24 3.2 1.6 157.5 2.25 336 0.54 0.81 0.16 2.8 24
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.3 0.275 1.3 1.05 0.262 0.265
OH OH OH OH OH OH
1
m3
0.25 3 1.2 210 3 336 0.54 0.81 0.105 2.5 14
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.65 0.275 1.56 1.4 0.323 0.283
OH OH OH OH OH OH
1
m'
0.002 0.01 3 0.045 4 0.006 0.009
m3 Kg Ltr Kg Kg m3 m3
0.18 0.02 0.02 0.02 0.006 0.009
OH OH OH OH OH OH
6.32.2
6.33 6.33.1
6.33.2
6.34 6.34.1
6.34.2
6.35 6.35.1
6.35.2
413095359.xls
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
MINIMUM Rp
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Kolom Penguat Beton Bertulang (11 x 11) cm Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
53/34
MAKSIMUM Rp
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp
MAKSIMUM Rp
352,159.00 190,500.00 11,000.00 66,000.00 56,000.00 14,985.00 13,674.00
382,486.00 209,550.00 11,825.00 70,950.00 60,200.00 15,651.00 14,310.00
3,999,595.00 3,712,275.00 176,000.00 41,600.00 12,800.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00 540,000.00 392,000.00 544,000.00 287,320.00 159,000.00 11,000.00 52,000.00 42,000.00 11,925.00 11,395.00
4,323,405.00 4,011,250.00 208,000.00 44,800.00 16,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00 576,000.00 406,000.00 576,000.00 312,155.00 174,900.00 11,825.00 55,900.00 45,150.00 12,455.00 11,925.00
3,999,460.00 3,712,275.00 132,000.00 41,600.00 12,800.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00 720,000.00 392,000.00 408,000.00 287,185.00 159,000.00 11,000.00 52,000.00 42,000.00 11,790.00 11,395.00
4,319,264.00 4,007,250.00 156,000.00 44,800.00 16,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00 768,000.00 406,000.00 432,000.00 312,014.00 174,900.00 11,825.00 55,900.00 45,150.00 12,314.00 11,925.00
4,060,704.00 3,735,100.00 137,500.00 39,000.00 9,600.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00 472,500.00 350,000.00 238,000.00 325,604.00 169,500.00 11,000.00 62,400.00 56,000.00 14,535.00 12,169.00
4,409,171.00 4,055,700.00 162,500.00 42,000.00 12,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00 504,000.00 362,500.00 252,000.00 353,471.00 186,450.00 11,825.00 67,080.00 60,200.00 15,181.00 12,735.00
43,774.50 35,317.50 1,100.00 130.00 27,000.00 607.50 4,200.00 840.00 1,440.00 8,457.00 5,400.00 800.00 800.00 800.00 270.00 387.00
48,002.00 38,795.00 1,300.00 140.00 30,000.00 675.00 4,250.00 900.00 1,530.00 9,207.00 5,940.00 860.00 860.00 860.00 282.00 405.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.36 6.36.1
KOEF 1
m'
0.003 0.02 3.6 0.05 5.5 0.009 0.015
m3 Kg Ltr Kg Kg m3 m3
Membuat Ring Balok Beton Bertulang (10 x 15) cm Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
0.297 0.033 0.033 0.033 0.01 0.015
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
6.36.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/35
MINIMUM Rp
MAKSIMUM Rp
JUMLAH
550,000.00 13,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
MINIMUM Rp 58,385.00 44,420.00 1,650.00 260.00 32,400.00 675.00 5,775.00 1,260.00 2,400.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
13,965.00 8,910.00 1,320.00 1,320.00 1,320.00 450.00 645.00
MAKSIMUM Rp 63,926.75 48,723.75 1,950.00 280.00 36,000.00 750.00 5,843.75 1,350.00 2,550.00 15,203.00 9,801.00 1,419.00 1,419.00 1,419.00 470.00 675.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
VIII
03-3436-2002
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENUTUP ATAP 6.1 6.1.1
1 25
m2 Buah
6.1.2
6.2 6.2.1
0.15 0.075 0.008 0.008
OH OH OH OH
1
m2
25
Buah
6.2.2
6.3 6.3.1
0.15 0.075 0.008 0.008
OH OH OH OH
1
m2
18
Buah
6.3.2
6.4 6.4.1
0.15 0.06 0.006 0.008
OH OH OH OH
1
m'
5 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m'
6.4.2
6.5 6.5.1
5 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m'
6.5.2
6.6 6.6.1
4 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m2
0.6 0.12
0.14 0.075 0.008 0.008
6.6.2
6.9 6.9.1
6.10 6.10.1
Pasang Atap Genteng Plentong Kecil Bahan Genteng Plentong Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Genteng Kodok / Glasur Bahan Genteng Kodok / Glasur Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Genteng Plentong Super / Besar Bahan Genteng Plentong Super / Besar Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Plentong Bahan Genteng Bubung Plentong Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Kodok / Glasur Bahan Genteng Bubung Kodok / Glasur Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Plentong Besar Bahan Genteng Bubung Plentong Besar Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1,300.00
1,500.00
40,704.00 32,500.00 32,500.00
46,411.00 37,500.00 37,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
2,500.00
2,700.00
70,704.00 62,500.00 62,500.00
76,411.00 67,500.00 67,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
2,800.00
3,000.00
57,914.00 50,400.00 50,400.00
62,172.00 54,000.00 54,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,514.00 4,500.00 2,400.00 270.00 344.00
8,172.00 4,950.00 2,580.00 282.00 360.00
3,100.00 1,050.00 125,000.00
3,200.00 1,062.50 140,000.00
48,886.00 27,900.00 15,500.00 8,400.00 4,000.00
51,810.00 28,980.00 16,000.00 8,500.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,986.00 12,000.00 8,000.00 900.00 86.00
22,830.00 13,200.00 8,600.00 940.00 90.00
6,500.00 1,050.00 125,000.00
7,000.00 1,062.50 140,000.00
65,886.00 44,900.00 32,500.00 8,400.00 4,000.00
70,810.00 47,980.00 35,000.00 8,500.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,986.00 12,000.00 8,000.00 900.00 86.00
22,830.00 13,200.00 8,600.00 940.00 90.00 63,810.00 40,980.00 28,000.00 8,500.00 4,480.00 22,830.00 13,200.00 8,600.00 940.00 90.00
6,750.00 1,050.00 125,000.00
7,000.00 1,062.50 140,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
60,386.00 39,400.00 27,000.00 8,400.00 4,000.00 20,986.00 12,000.00 8,000.00 900.00 86.00
56,581.00 48,000.00 45,600.00 2,400.00
Lbr Kg
Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
73,500.00 18,000.00
76,000.00 20,000.00
54,164.00 46,260.00 44,100.00 2,160.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,904.00 4,200.00 3,000.00 360.00 344.00
8,581.00 4,620.00 3,225.00 376.00 360.00 56,274.00 48,000.00 45,600.00 2,400.00 8,274.00 4,620.00 3,010.00 329.00 315.00
6.9.2
m2 0.6 0.12
Lbr Kg
Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
0.14 0.07 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
6.10.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/36
73,500.00 18,000.00
76,000.00 20,000.00
53,876.00 46,260.00 44,100.00 2,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.12 6.12.1
KOEF
Lbr Kg
Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
73,500.00 18,000.00
75,000.00 20,000.00
0.14 0.07 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
8,274.00 4,620.00 3,010.00 329.00 315.00
1
m2
0.51 0.12
36,555.00 28,410.00 26,010.00 2,400.00
1
m2
0.35 0.12
Lbr Kg
48,000.00 18,000.00
51,000.00 20,000.00
0.14 0.067 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,496.00 4,200.00 2,680.00 315.00 301.00
8,145.00 4,620.00 2,881.00 329.00 315.00
1
m2
11 0.03
47,440.00 35,620.00 35,200.00 420.00
Lbr Kg
Pasang Atap Genteng Beton Bahan Genteng Beton Standrad Paku Biasa 2" - 5"
3,000.00 13,000.00
3,200.00 14,000.00
44,270.00 33,390.00 33,000.00 390.00
0.2 0.1 0.01 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
10,880.00 6,000.00 4,000.00 450.00 430.00
11,820.00 6,600.00 4,300.00 470.00 450.00
1
m2
60 0.2
110,563.00 92,800.00 90,000.00 2,800.00
Lbr Kg
Pasang Atap Sirap Bahan Genteng Sirap Paku Biasa 1/2" - 1"
1,400.00 13,000.00
1,500.00 14,000.00
103,049.00 86,600.00 84,000.00 2,600.00
0.166 0.25 0.025 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,449.00 4,980.00 10,000.00 1,125.00 344.00
17,763.00 5,478.00 10,750.00 1,175.00 360.00
1
m'
3,750.00 13,000.00 1,050.00 125,000.00 9,000.00
4,000.00 14,000.00 1,062.50 140,000.00 10,000.00
29,115.00 29,115.00 13,125.00 650.00 11,340.00 4,000.00 9,000.00
30,655.00 30,655.00 14,000.00 700.00 11,475.00 4,480.00 10,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,760.00 12,000.00 8,000.00 900.00 860.00
23,640.00 13,200.00 8,600.00 940.00 900.00
33,000.00 13,000.00 13,000.00 5,800,000.00
35,000.00 14,000.00 14,000.00 6,200,000.00
58,813.00 43,680.00 13,200.00 780.00 6,500.00 23,200.00
62,960.00 46,640.00 14,000.00 840.00 7,000.00 24,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
15,133.00 3,750.00 10,000.00 1,125.00 258.00
16,320.00 4,125.00 10,750.00 1,175.00 270.00
52,288.00 45,760.00 45,500.00 260.00 6,528.00 3,600.00 2,400.00 270.00 258.00
54,272.00 47,180.00 46,900.00 280.00 7,092.00 3,960.00 2,580.00 282.00 270.00
27,938.00 20,020.00 19,500.00 520.00 7,918.00 4,500.00 2,800.00 360.00 258.00
29,266.00 20,660.00 20,100.00 560.00 8,606.00 4,950.00 3,010.00 376.00 270.00
6.33.2
6.34 6.34.1
Buah Kg Kg m3 Kg
0.4 0.2 0.02 0.02
OH OH OH OH
1
m'
0.4 0.06 0.5 0.004
Lbr Kg Kg m3
Pasang Nok Sirap Bahan Seng Plaat 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Paku Biasa 2" - 5" Kayu Kamfer Papan Tebal 3 cm
0.125 0.25 0.025 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.7 0.02
Lbr Kg
0.12 0.06 0.006 0.006
OH OH OH OH
1
m'
0.3 0.04
Lbr Kg
0.15 0.07 0.008 0.006
OH OH OH OH
6.37.2
6.38 6.38.1
6.38.2
6.39 6.39.1
6.39.2
413095359.xls
Pasang Nok Genteng Beton Bahan Nok Genteng Beton Paku Biasa 2" - 5" Portland Semen Pasir Pasang Semen Warna
3.5 0.05 10.8 0.032 1 6.34.2
6.37 6.37.1
MAKSIMUM Rp 36,924.00 28,650.00 26,250.00 2,400.00
34,136.00 26,640.00 24,480.00 2,160.00
6.30.2
6.33 6.33.1
MAKSIMUM Rp
Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
6.15.2
6.30 6.30.1
MINIMUM Rp
JUMLAH MINIMUM Rp 35,501.00 27,885.00 25,725.00 2,160.00
6.12.2
6.15 6.15.1
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
Pasang Atap Seng Gelombang Bahan Seng Gelombang 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Nok Seng Bahan Seng Plaat 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/37
65,000.00 13,000.00
67,000.00 14,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
65,000.00 13,000.00
67,000.00 14,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
KODE
6.42 6.42.1
KOEF
SAT.
1
m2
1.05
m2
0.15 0.05 0.005 0.008
OH OH OH OH
6.42.2
413095359.xls
URAIAN PAKERJAAN
Pasang Allumunium Foil / Sisalation Bahan Sisalation / Allumunium Foil Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/38
MINIMUM Rp
MAKSIMUM Rp
6,500.00
6,700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 13,894.00 6,825.00 6,825.00 7,069.00 4,500.00 2,000.00 225.00 344.00
MAKSIMUM Rp 14,730.00 7,035.00 7,035.00 7,695.00 4,950.00 2,150.00 235.00 360.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
IX
03-2839 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN LANGIT - LANGIT 6.1 6.1.1
1
m2 Lbr Kg
Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm Bahan Plat Asbes Paku
1.1 0.01
12,000.00 13,000.00
0.03 0.07 0.007 0.004
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
1
m2
12.0 0.05
6.1.2
6.2 6.2.1
6.3 6.3.1
67,654.00 57,700.00 57,000.00 700.00
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
1
m2
5.80 0.05
78,595.00 70,300.00 69,600.00 700.00
Lbr Kg
Memasang Langit-langit Akustik Ukuran (30x60) cm Bahan Akustik Paku
11,000.00 13,000.00
12,000.00 14,000.00
72,115.00 64,450.00 63,800.00 650.00
0.10 0.10 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
1
m2
0.375 0.03
Lbr Kg
Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm Bahan Tripleks (4 mm) 51,000.00 Paku Tripleks 13,000.00
55,000.00 14,000.00
27,180.00 19,515.00 19,125.00 390.00
29,340.00 21,045.00 20,625.00 420.00
0.10 0.10 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
1
m2
0.015 0.01
m3 Kg
Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm Bahan Kayu Jati,Papan Paku
21,000,000.00 13,000.00
22,000,000.00 14,000.00
376,450.00 315,130.00 315,000.00 130.00
396,500.00 330,140.00 330,000.00 140.00
0.8 0.8 0.08 0.04
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
61,320.00 24,000.00 32,000.00 3,600.00 1,720.00
66,360.00 26,400.00 34,400.00 3,760.00 1,800.00
1
m2
0.364 0.11
29,036.00 23,126.00 21,476.00 1,650.00
30,000.00 40,000.00 45,000.00 43,000.00
Lbr Kg
Memasng Langit-langit Gypsu Board, Uk (120x240) tebal 9 mm Bahan Gypsum Board Paku Sekrup
55,000.00 13,500.00
59,000.00 15,000.00
26,945.00 21,505.00 20,020.00 1,485.00
0.1 0.05 0.005 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,440.00 3,000.00 2,000.00 225.00 215.00
5,910.00 3,300.00 2,150.00 235.00 225.00
1
m2
3.6 0.15 1.05 1.5
137,025.00 95,550.00 14,400.00 1,050.00 23,100.00 57,000.00
m' kg bh lmb
Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium Bahan Profil Allumunium "T" Kawat Ø 4 mm Ramset Akuatik 60 x 120 cm
3,500.00 6,500.00 21,500.00 37,000.00
4,000.00 7,000.00 22,000.00 38,000.00
129,975.00 91,650.00 12,600.00 975.00 22,575.00 55,500.00
0.5 0.5 0.05 0.025
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,325.00 15,000.00 20,000.00 2,250.00 1,075.00
41,475.00 16,500.00 21,500.00 2,350.00 1,125.00
1
m1
1.05 0.01
9,560.00 5,390.00 5,250.00 140.00
0.05 0.05 0.005 0.003
4,170.00 1,650.00 2,150.00 235.00 135.00
6.9.2
6.10 6.10.1
4,509.00 990.00 3,010.00 329.00 180.00
4,750.00 14,000.00
6.7.2
6.9 6.9.1
4,187.00 900.00 2,800.00 315.00 172.00
4,700.00 13,000.00
6.6.2
6.7 6.7.1
33,000.00 43,000.00 47,000.00 45,000.00
Lbr Kg
6.5.2
6.6 6.6.1
18,949.00 14,440.00 14,300.00 140.00
66,248.00 57,050.00 56,400.00 650.00
6.3.2
6.5 6.5.1
13,000.00 14,000.00
17,517.00 13,330.00 13,200.00 130.00
Memasang Langit-langit Akustik Ukuran (30x30) cm Bahan Akustik Uk.30 x 30 cm Paku
6.2.2
m1 Kg
List Langit-Langit Kayu Profil Bahan List Kayu Profil Paku
4,200.00 13,000.00
5,000.00 14,000.00
8,394.00 4,540.00 4,410.00 130.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,854.00 1,500.00 2,000.00 225.00 129.00
6.10.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/39
abk 9-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
X 6.1
1 Unit
6.1.1
1 Buah 0.06 6.1.2
3.3 1.1 0.001 0.16 6.2 6.2.1
OH OH OH OH
1 Unit 1 6 0.01
Buah Kg m3
1 1.5 1.5 0.16
OH OH OH OH
6.2.2
6.4
1 Unit
6.4.1
1 0.3 6 0.01
Buah Kg m3
1 1 0.1 0.1
OH OH OH OH
6.4.1
6.5 6.5.1
1 Unit 1 0.3 6 0.01
Buah Kg m3
1.2 0.145 0.15 0.1
OH OH OH OH
6.5.2
6.8 6.8.1
1 Unit 0.4 120 0.3 360 6
m3 Kg m3 buah Kg
6 3 0.3 0.3
OH OH OH OH
1
m'
6.8.2
6.14 6.14.1
1.1 0.027 0.68 0.056 0.024
Buah m3 Kg m3 m3
0.14 0.07 0.007 0.007
OH OH OH OH
1
m'
6.14.2
6.15 6.15.1
1.1 0.55 10.3 0.061 0.069
Buah m3 Kg m3 m3
0.38 0.19 0.019 0.019
OH OH OH OH
6.15.2
413095359.xls53/40
URAIAN PAKERJAAN
SAT.
PEKERJAAN SANITASI Memasang Closet Duduk / Mono Blok Bahan Kloset Duduk / Monoblok Kelengkapan 6% dari harga Kloset Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Closet Jongkok Porselen Bahan Kloset Jongkok Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Urinoir Bahan Urinoir Perlengkapan 30% Harga Urinoir Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Wastafel Bahan Wastafel Meja Oval Perlengkapan 30% Harga Wastafel Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Bak Mandi Batu Bata Vol. 0,30 m3 Bahan Batu Bata Portland Semen Pasir Pasang Porselen 11 x 11 cm Semen Nat Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Pipa Beton, Ø 15 cm - 20 cm Bahan Pipa Beton Batu Bata Portland Semen Pasir Pasang Pasir Urug Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Pipa Beton, Ø 30 cm - 100 cm Bahan Pipa Beton Batu Bata Portland Semen Pasir Pasang Pasir Urug Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
900,000.00 900,000.00
1,100,000.00 1,100,000.00
1,103,925.00 954,000.00 900,000.00 54,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
149,925.00 99,000.00 44,000.00 45.00 6,880.00
163,447.00 108,900.00 47,300.00 47.00 7,200.00
80,000.00 1,050.00 125,000.00
105,000.00 1,062.50 140,000.00
251,930.00 87,550.00 80,000.00 6,300.00 1,250.00
287,975.00 112,775.00 105,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
164,380.00 30,000.00 60,000.00 67,500.00 6,880.00
175,200.00 33,000.00 64,500.00 70,500.00 7,200.00
275,000.00 275,000.00 1,050.00 125,000.00
300,000.00 300,000.00 1,062.50 140,000.00
443,850.00 365,050.00 275,000.00 82,500.00 6,300.00 1,250.00
482,975.00 397,775.00 300,000.00 90,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
78,800.00 30,000.00 40,000.00 4,500.00 4,300.00
85,200.00 33,000.00 43,000.00 4,700.00 4,500.00
700,000.00 700,000.00 1,050.00 125,000.00
750,000.00 750,000.00 1,062.50 140,000.00
970,400.00 917,550.00 700,000.00 210,000.00 6,300.00 1,250.00
1,040,160.00 982,775.00 750,000.00 225,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
52,850.00 36,000.00 5,800.00 6,750.00 4,300.00
57,385.00 39,600.00 6,235.00 7,050.00 4,500.00
300,000.00 1,050.00 125,000.00 277.78 9,000.00
337,500.00 1,062.50 140,000.00 303.03 10,000.00
763,900.00 437,500.00 120,000.00 126,000.00 37,500.00 100,000.00 54,000.00
828,190.91 473,590.91 135,000.00 127,500.00 42,000.00 109,090.91 60,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
326,400.00 180,000.00 120,000.00 13,500.00 12,900.00
354,600.00 198,000.00 129,000.00 14,100.00 13,500.00
20,000.00 300,000.00 1,050.00 125,000.00 75,000.00
25,000.00 337,500.00 1,062.50 140,000.00 85,000.00
47,230.00 39,614.00 22,000.00 8,100.00 714.00 7,000.00 1,800.00
55,489.00 47,215.00 27,500.00 9,112.50 722.50 7,840.00 2,040.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
8,274.00 4,620.00 3,010.00 329.00 315.00
242,287.00 221,615.00 33,000.00 165,000.00 10,815.00 7,625.00 5,175.00 20,672.00 11,400.00 7,600.00 855.00 817.00
268,631.75 246,173.75 35,200.00 185,625.00 10,943.75 8,540.00 5,865.00 22,458.00 12,540.00 8,170.00 893.00 855.00
30,000.00 300,000.00 1,050.00 125,000.00 75,000.00
32,000.00 337,500.00 1,062.50 140,000.00 85,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,329,447.00 1,166,000.00 1,100,000.00 66,000.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
KODE
6.20 6.20.1
KOEF
1 m' 1.2 0.35
m'
0.054 0.09 0.009 0.027
OH OH OH OH
6.20.2
6.23 6.23.1
1 m' 1.2 0.35
m'
0.108 0.18 0.018 0.0054
OH OH OH OH
6.23.2
6.24
1 m'
6.24.1
1.2 0.35
m'
0.135 0.225 0.0225 0.0068
OH OH OH OH
6.24.2
6.25 6.25.1
1 m' 1.2 0.35
m'
0.036 0.06 0.006 0.0018
OH OH OH OH
6.25.2
6.29
1 m'
6.29.1
1.2 0.35
m'
0.054 0.09 0.009 0.0027
OH OH OH OH
6.29.2
6.31
1 m'
6.31.1
1.2 0.35
m'
0.081 0.135 0.014 0.0041
OH OH OH OH
6.31.2
6.33 6.33.1
1 Buah 1 1
Buah Set
6.33.2
0.03 0.3 0.03 0.0015 6.35
OH OH OH OH
1 Buah
6.35.1
1 0.025
Buah Set
0.01 0.1 0.01 0.005
OH OH OH OH
6.35.2
413095359.xls53/41
URAIAN PAKERJAAN
SAT.
Memasang Pipa Galvanis Ø ¾" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
18,666.67 18,666.67
19,500.00 19,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,719.33 28,933.33 22,400.00 6,533.33 6,786.00 1,620.00 3,600.00 405.00 1,161.00
37,515.00 30,225.00 23,400.00 6,825.00 7,290.00 1,782.00 3,870.00 423.00 1,215.00 136,393.00 124,000.00 96,000.00 28,000.00
Memasang Pipa Galvanis Ø 3" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa
78,333.33 78,333.33
80,000.00 80,000.00
132,898.87 121,416.67 94,000.00 27,416.67
Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
11,482.20 3,240.00 7,200.00 810.00 232.20
12,393.00 3,564.00 7,740.00 846.00 243.00 169,201.83 153,708.33 119,000.00 34,708.33
Memasang Pipa Galvanis Ø 4" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa
97,500.00 97,500.00
99,166.67 99,166.67
165,479.90 151,125.00 117,000.00 34,125.00
Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,354.90 4,050.00 9,000.00 1,012.50 292.40
15,493.50 4,455.00 9,675.00 1,057.50 306.00
4,750.00 4,750.00
5,000.00 5,000.00
11,189.90 7,362.50 5,700.00 1,662.50
11,881.00 7,750.00 6,000.00 1,750.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,827.40 1,080.00 2,400.00 270.00 77.40
4,131.00 1,188.00 2,580.00 282.00 81.00
9,500.00 9,500.00
12,833.33 12,833.33
20,466.10 14,725.00 11,400.00 3,325.00
26,088.17 19,891.67 15,400.00 4,491.67
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,741.10 1,620.00 3,600.00 405.00 116.10
6,196.50 1,782.00 3,870.00 423.00 121.50 45,242.92 35,972.92 27,850.00 8,122.92 9,270.00 2,673.00 5,805.00 607.50 184.50
Memasang Pipa PVC type AW Ø ½" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Pipa PVC type AW Ø 2" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Pipa PVC type AW Ø 3" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Bak Cuci Piring Stainles Steel Bahan Bak Cuci Stainles Steel Water Drain & assesories Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Kran Ø ¾" atau ½" Bahan Kran Air Seal Tape Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
20,416.67 20,416.67
23,208.33 23,208.33
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 45,000.00 45,000.00
40,259.63 31,645.83 24,500.00 7,145.83 8,613.80 2,430.00 5,400.00 607.50 176.30
145,000.00 145,000.00
160,000.00 160,000.00
304,314.50 290,000.00 145,000.00 145,000.00
335,367.50 320,000.00 160,000.00 160,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,314.50 900.00 12,000.00 1,350.00 64.50
15,367.50 990.00 12,900.00 1,410.00 67.50
7,500.00 2,000.00
15,000.00 2,200.00
12,515.00 7,550.00 7,500.00 50.00
20,360.00 15,055.00 15,000.00 55.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 45,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
5,305.00 330.00 4,300.00 450.00 225.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.36
KOEF
1 Buah
6.36.1
1
Buah
6.36.2
0.01 0.1 0.01 0.005
413095359.xls53/42
URAIAN PAKERJAAN
SAT.
OH OH OH OH
Memasang Floor Drain Bahan Floor Drain Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH
3,750.00
4,000.00
MINIMUM Rp 8,715.00 3,750.00 3,750.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
MAKSIMUM Rp 9,325.00 4,000.00 4,000.00 5,325.00 330.00 4,300.00 470.00 225.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
XI
03-7393 - 2008
KODE
6.1
KOEF
Kg Kg
13,000.00 13,000.00
0.06 0.06 0.006 0.003
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
1
kg
1.15
Kg
1.15 0.06 6.1.2
4,599.00 1,800.00 2,400.00 270.00 129.00
4,977.00 1,980.00 2,580.00 282.00 135.00 20,502.00 15,525.00 15,525.00
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,599.00 1,800.00 2,400.00 270.00 129.00
4,977.00 1,980.00 2,580.00 282.00 135.00
100
kg
1 0.1
ltr ltr
21,970.00 14,150.00 11,250.00 2,900.00 7,820.00 3,000.00 4,000.00 45.00 215.00
22,662.00 14,150.00 11,250.00 2,900.00 8,512.00 3,300.00 4,300.00 47.00 225.00
0.100 0.100 0.001 0.005
OH OH OH OH
Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) Bahan Solar Minyak Pelumas Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
0.008
Jam
Sewa Alat
1
m2
Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku
15
Kg
Besi Siku L.30.30.3
13,000.00
13,500.00
32.8
Kg
Besi Plat Baja
11,000.00
0.05
Kg
Kawat Las
1.05
OH
1.05
11,250.00 29,000.00
11,250.00 29,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
70,000.00
80,000.00
560.00
640.00
638,861.00
685,925.00
558,400.00
598,850.00
195,000.00
202,500.00
12,000.00
360,800.00
393,600.00
52,000.00
55,000.00
2,600.00
2,750.00
80,461.00
87,075.00
Pekerja
30,000.00
33,000.00
31,500.00
34,650.00
OH
Tukang Besi
40,000.00
43,000.00
42,000.00
45,150.00
0.105
OH
Kepala Tukang
45,000.00
47,000.00
4,725.00
4,935.00
0.052
OH
Mandor
43,000.00
45,000.00
2,236.00
2,340.00
10
cm
Mengerjakan Pengelasan dengan Las Listrik
16,609.50
18,617.50
2,533.50
2,653.50
Bahan
Tenaga
Bahan 0.04
kg
Kawat Las
52,000.00
55,000.00
2,080.00
2,200.00
0.03
ltr
Solar
11,250.00
11,250.00
337.50
337.50
0.004
ltr
Minyak Pelumas
29,000.00
29,000.00
116.00
116.00
14,076.00
15,964.00
0.04
OH
Pekerja
30,000.00
33,000.00
1,200.00
1,320.00
0.02
OH
Tukang Besi
40,000.00
43,000.00
800.00
860.00
0.002
OH
Kepala Tukang
45,000.00
47,000.00
90.00
94.00
0.002
OH
Mandor
43,000.00
45,000.00
86.00
90.00
0.17
Jam
Sewa Alat
70,000
80,000
11,900.00
13,600.00
1
m2
Memasang Pintu Rolling Door Besi
314,658.00
327,110.00
Bahan
225,000.00
230,000.00
225,000.00
230,000.00
6.5.2
Tenaga
1
m2
1.2
OH
6.7.2
Pintu Gulung Besi
225,000.00
230,000.00
89,658.00
97,110.00
Pekerja
30,000.00
33,000.00
36,000.00
39,600.00
Tenaga 1.2
OH
Tukang Besi
40,000.00
43,000.00
48,000.00
51,600.00
0.12
OH
Kepala Tukang
45,000.00
47,000.00
5,400.00
5,640.00
0.006
OH
Mandor
43,000.00
45,000.00
258.00
270.00
1
m2
Memasang Pintu Lipat (Folding Door)
383,726.00
416,498.00
Bahan
350,000.00
380,000.00
350,000.00
380,000.00
6.8.1 1
m2
350,000.00
380,000.00
0.44
OH
33,726.00
36,498.00
Pekerja
30,000.00
33,000.00
13,200.00
0.44
14,520.00
OH
Tukang Besi
40,000.00
43,000.00
17,600.00
18,920.00
0.044
OH
Kepala Tukang
45,000.00
47,000.00
1,980.00
2,068.00
0.022
OH
Mandor
43,000.00
45,000.00
946.00
990.00
6.8.2
413095359.xls
33,000.00 43,000.00 47,000.00 45,000.00
0.06 0.06 0.006 0.003
6.5.1
6.8
21,582.00 16,605.00 15,525.00 1,080.00
13,500.00
6.4.2
6.7.1
13,500.00 18,000.00
20,329.00 15,730.00 14,950.00 780.00
13,000.00
6.4.1
6.7
MAKSIMUM Rp
kg
6.3.2
6.5
JUMLAH MINIMUM Rp
19,549.00 14,950.00 14,950.00
6.3.1
6.4
MAKSIMUM Rp
Memasang Rangka Kuda-kuda Baja IWF Bahan Besi Baja IWF
6.2.2
6.3
MINIMUM Rp
PEKERJAAN BESI & ALLUMUNIUM Memasang Besi Profil Bahan Besi Profil Meni Besi
1
6.1.1
6.2 6.2.1
URAIAN PAKERJAAN
SAT.
Pintu Lipat Tenaga
53/43
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.9
KOEF 1
m2
6.9.1 1
m2
0.08
OH
0.8
280,000.00
38,172.00
40,980.00
2,400.00
2,640.00
OH
Tukang Besi
40,000.00
43,000.00
32,000.00
34,400.00
Sunscreen Allumunium
0.08
OH
Kepala Tukang
45,000.00
47,000.00
3,600.00
3,760.00
OH
Mandor
43,000.00
45,000.00
172.00
180.00
1
m2
Memasang Rolling Door Allumunium
286,650.00
297,950.00
Bahan
210,000.00
215,000.00
210,000.00
215,000.00
1
m2
210,000.00
215,000.00
1
OH
1
Rolling Allumunium
76,650.00
82,950.00
Pekerja
30,000.00
33,000.00
30,000.00
33,000.00
OH
Tukang Besi
40,000.00
43,000.00
40,000.00
43,000.00
0.1
OH
Kepala Tukang
45,000.00
47,000.00
4,500.00
4,700.00
0.05
OH
Mandor
43,000.00
45,000.00
2,150.00
2,250.00
1
m'
Memasang Kusen Pintu Allumunium
82,593.80
85,764.60
Bahan
79,300.00
82,200.00
Tenaga
m'
Profil Allumunium
68,000.00
70,000.00
74,800.00
77,000.00
750.00
800.00
1,500.00
1,600.00
50,000.00
60,000.00
3,000.00
3,600.00
2
buah
Skrup Fixer
0.06
Tube
Sealant
3,293.80
3,564.60
0.043
OH
Pekerja
30,000.00
33,000.00
1,290.00
1,419.00
0.043
OH
Tukang Besi
40,000.00
43,000.00
1,720.00
1,849.00
0.0043
OH
Kepala Tukang
45,000.00
47,000.00
193.50
202.10
0.0021
OH
Mandor
43,000.00
45,000.00
90.30
94.50
1
m2
Memasang Pintu Allumunium Strip Lebar 8 cm
743,713.10
826,048.50
Bahan
737,200.00
819,000.00
Tenaga
4.4
m'
Profil Allumunium
68,000.00
70,000.00
299,200.00
308,000.00
14.6
m'
Allumunium Strip
30,000.00
35,000.00
438,000.00
511,000.00
0.085 0.085 0.0085 0.0042
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,513.10 2,550.00 3,400.00 382.50 180.60
7,048.50 2,805.00 3,655.00 399.50 189.00
1
m2
4.4 4.5 0.27
222,308.00 215,200.00 154,000.00 45,000.00 16,200.00
6.12.2
m' m' tube
Memasang Pintu Kaca Rangka Allumunium Bahan Pintu Allumunium Profil Kaca Sealant
30,000.00 9,000.00 50,000.00
35,000.00 10,000.00 60,000.00
192,570.00 186,000.00 132,000.00 40,500.00 13,500.00
0.085 0.085 0.009 0.005
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,570.00 2,550.00 3,400.00 405.00 215.00
7,108.00 2,805.00 3,655.00 423.00 225.00
1
m2
1
129,055.00 100,000.00 100,000.00
6.13.2
m2
Memasang Venetions Blinds & Vertical Blinds Bahan Venetions Blinds atau Vertical Blinds (tirai)
95,000.00
100,000.00
121,849.00 95,000.00 95,000.00
0.35 0.35 0.035 0.018
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
26,849.00 10,500.00 14,000.00 1,575.00 774.00
29,055.00 11,550.00 15,050.00 1,645.00 810.00
1
m2
6.177 27.08
212,628.00 74,124.00 74,124.00 504,161.90
6.14.2
m' cm
Memasang Terali Besi Strip (2x3) cm Bahan Besi Strip 2x3 Pengelasan
11,000.00 16,609.50
12,000.00 18,617.50
195,931.00 67,947.00 67,947.00 449,785.26
1.67 1.67 0.167 0.083
OH OH OH OH
Tenaga Pekerja Tukang Las Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
127,984.00 50,100.00 66,800.00 7,515.00 3,569.00
138,504.00 55,110.00 71,810.00 7,849.00 3,735.00
1
m2
1.1 11.11 1.716
m2 cm kg
10,000.00 18,617.50 12,000.00
220,972.55 213,307.55 9,900.00 184,531.55 18,876.00
246,727.43 238,432.43 11,000.00 206,840.43 20,592.00
6.15.2
413095359.xls
280,000.00
265,000.00
33,000.00
6.12.1
6.16 6.16.1
320,980.00
265,000.00
30,000.00
6.11.2
6.15 6.15.1
303,172.00
Bahan
0.004
1.1
6.14 6.14.1
MAKSIMUM Rp
Pekerja
6.11.1
6.13 6.13.1
JUMLAH MINIMUM Rp
Sunscreen Allumunium
Tenaga
6.10.2
6.12
MAKSIMUM Rp
280,000.00
6.10.1
6.11
MINIMUM Rp
265,000.00
6.9.2
6.10
URAIAN PAKERJAAN
SAT.
Memasang Kawat Nyamuk Bahan Kawat Nyamuk nylon Pengelasan Baja Strip (0,2x2) cm
9,000.00 16,609.50 11,000.00
53/44
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.16.2
6.17 6.17.1
0.1 0.1 0.01 0.0050
OH OH OH OH
1
m2
1.1 10 7
m2 buah m'
6.17.2
6.18 6.18.1
Memasang Jendela Nako & Tralis Bahan Jendela Nako Paku Skrup 1 - 2,5 cm Besi Strip Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
JUMLAH MINIMUM Rp
MAKSIMUM Rp
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
7,000.00 50.00 450.00
7,500.00 60.00 500.00
26,293.00 11,350.00 7,700.00 500.00 3,150.00
28,535.00 12,350.00 8,250.00 600.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,943.00 6,000.00 8,000.00 900.00 43.00
16,185.00 6,600.00 8,600.00 940.00 45.00
33,000.00 13,000.00 4,200,000.00
35,000.00 14,000.00 4,400,000.00
138,200.00 114,645.00 34,650.00 195.00 79,800.00
145,985.00 120,560.00 36,750.00 210.00 83,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,555.00 6,000.00 16,000.00 1,125.00 430.00
25,425.00 6,600.00 17,200.00 1,175.00 450.00
40,000.00 14,000.00 12,000.00
63,724.00 45,530.00 39,900.00 130.00 5,500.00
67,760.00 48,140.00 42,000.00 140.00 6,000.00
33,000.00 43,000.00 47,000.00 45,000.00
18,194.00 4,500.00 12,000.00 1,350.00 344.00
19,620.00 4,950.00 12,900.00 1,410.00 360.00
1
m'
1.05 0.015 0.019
Lbr Kg m3
Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm Bahan Seng Plaat Paku Biasa 1 - 2,5 cm Kayu Papan Klas II atau III
0.20 0.4 0.025 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
1.05 0.01 0.5
Lbr Kg Kg
Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm Bahan Seng Plaat 38,000.00 Paku Biasa 1 - 2,5 cm 13,000.00 Besi strip 11,000.00
0.15 0.3 0.03 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/45
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
30,000.00 40,000.00 45,000.00 43,000.00
OH OH OH OH
6.19.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
0.2 0.2 0.02 0.001
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
XII
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN KUNCI dan KACA 6.2 6.2..1
1 Buah 1
Buah
6.2.2 0.01 0.5 0.01 0.005 6.3 6.3.1
OH OH OH OH
1 Buah 1 Buah
6.3..2 0.005 0.5 0.005 0.0025 6.4 6.4.1
OH OH OH OH
1 Buah 1 Buah
6.4.2 0.005 0.5 0.005 0.0025 6.5 6.5.1
OH OH OH OH
1 Buah 1 Buah
6.5.2 0.015 0.15 0.015 0.0075 6.6 6..6.1
OH OH OH OH
1
Buah
1
Buah
6.6.2
0.01 0.1 0.01 0.005 6.7 6.7.1
OH OH OH OH
1
Buah
1
Buah
6.7.2
0.02 0.2 0.02 0.01 6.9 6.9.1
OH OH OH OH
1
Buah
1
Buah
6.9.2
0.015 0.15 0.015 0.00075 6.10 6.10.1
OH OH OH OH
1
Buah
1
Buah
6.10.2
0.05 0.5 0.05 0.0025 6.11
OH OH OH OH
1
Buah
1
Buah
6.11.1 6.11.2
0.02 0.2 0.02 0.001
413095359.xls
OH OH OH OH
Memasang Kunci Tanam Biasa Bahan Kunci Tanam Biasa Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
125,000.00
135,000.00
145,965.00 125,000.00 125,000.00
157,525.00 135,000.00 135,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,965.00 300.00 20,000.00 450.00 215.00
22,525.00 330.00 21,500.00 470.00 225.00 72,012.50 50,000.00 50,000.00
Memasang Kunci Kamar Mandi Bahan Kunci Tanam Kamar Mandi
45,000.00
50,000.00
65,482.50 45,000.00 45,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,482.50 150.00 20,000.00 225.00 107.50
22,012.50 165.00 21,500.00 235.00 112.50
125,000.00
135,000.00
145,482.50 125,000.00 125,000.00
157,012.50 135,000.00 135,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,482.50 150.00 20,000.00 225.00 107.50
22,012.50 165.00 21,500.00 235.00 112.50
5,000.00
9,000.00
12,447.50 5,000.00 5,000.00
16,987.50 9,000.00 9,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,447.50 450.00 6,000.00 675.00 322.50
7,987.50 495.00 6,450.00 705.00 337.50
2,250.00
2,500.00
7,215.00 2,250.00 2,250.00
7,825.00 2,500.00 2,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
5,325.00 330.00 4,300.00 470.00 225.00 26,650.00 16,000.00 16,000.00
Memasang Kunci Selinder Bahan Kunci Selinder Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Memasang Engsel Pintu Bahan Engsel pintu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Engsel Jendela Kupu-kupu Bahan Engsel Jendela Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Engsel Angin Bahan Engsel Angin
15,000.00
16,000.00
24,930.00 15,000.00 15,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,930.00 600.00 8,000.00 900.00 430.00
10,650.00 660.00 8,600.00 940.00 450.00
5,000.00
15,000.00
12,157.25 5,000.00 5,000.00
22,683.75 15,000.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
7,683.75 495.00 6,450.00 705.00 33.75 40,612.50 15,000.00 15,000.00
Pasang Kait Angin Bahan Kait Angin Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Door Closer Bahan Door Closer
10,000.00
15,000.00
33,857.50 10,000.00 10,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,857.50 1,500.00 20,000.00 2,250.00 107.50
25,612.50 1,650.00 21,500.00 2,350.00 112.50
17,043.00 7,500.00 7,500.00 9,543.00 600.00 8,000.00 900.00 43.00
20,245.00 10,000.00 10,000.00 10,245.00 660.00 8,600.00 940.00 45.00
Pasang Kunci Selot Bahan Kunci Selot Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/46
7,500.00
10,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 12-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.13
KOEF 1
Buah
1
Buah
0.01 0.1 0.01 0.0005 1
OH OH OH OH Buah
1
Buah
6.12.1 6.12.2
6.14 6.14.1
6.14.2
0.06 0.6 0.06 0.003 6.15 6.15.1
OH OH OH OH
1
Buah
1
Buah
6.15.2
6.16 6.16.1
0.025 0.25 0.025 0.00125
OH OH OH OH
1
m2
1.1
Pasang Kunci Lemari Bahan Kunci Lemari Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
JUMLAH
10,000.00
15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
185,000.00
200,000.00
MINIMUM Rp 14,771.50 10,000.00 10,000.00 4,771.50 300.00 4,000.00 450.00 21.50 213,629.00 185,000.00 185,000.00
MAKSIMUM Rp 20,122.50 15,000.00 15,000.00 5,122.50 330.00 4,300.00 470.00 22.50 230,735.00 200,000.00 200,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
28,629.00 1,800.00 24,000.00 2,700.00 129.00
30,735.00 1,980.00 25,800.00 2,820.00 135.00
7,500.00
10,000.00
19,425.00 7,500.00 7,500.00
22,803.75 10,000.00 10,000.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
11,925.00 750.00 10,000.00 1,125.00 50.00
12,803.75 825.00 10,750.00 1,175.00 53.75 68,183.75 60,500.00 60,500.00
m2
50,000.00
55,000.00
0.015 0.15 0.015 0.00075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
7,683.75 495.00 6,450.00 705.00 33.75
1
m2
1.1
79,182.25 71,500.00 71,500.00
m2
Pasang Kaca tebal 5 mm Bahan Kaca tebal 5mm
60,000.00
65,000.00
73,155.00 66,000.00 66,000.00
0.015 0.15 0.015 0.00075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
7,155.00 450.00 6,000.00 675.00 30.00
7,682.25 495.00 6,450.00 705.00 32.25
1
m2
1.1
104,483.75 96,800.00 96,800.00
0.015 0.15 0.015 0.00075
7,683.75 495.00 6,450.00 705.00 33.75
6.17.2
m2
Pasang Kaca Cermin tebal 5 mm Bahan Kaca Cermin
87,000.00
88,000.00
102,857.25 95,700.00 95,700.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
6.20.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MAKSIMUM Rp
62,157.25 55,000.00 55,000.00
6.17.1
6.20 6.20.1
Pasang Door Stop Bahan Door Stop Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Rel Pintu Dorong Bahan Rel Pintu Dorong
MINIMUM Rp
Pasang Kaca tebal 3 mm Bahan Kaca tebal 3mm
6.16.2
6.17
URAIAN PAKERJAAN
SAT.
53/47
abk 12-14
HARGA BAHAN/UPAH No.
XIII
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
03-7395 - 2008
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENUTUP LANTAI dan DINDING 6.3 6.3.1
1
m2
26.5 10.4 0.0450
Buah Kg m3
0.27 0.135 0.014 0.014
OH OH OH OH
1
m2
6.3.2
6.9 6.9.1
6.63 9.8 0.045 1.300
Buah Kg m3 Kg
0.250 0.125 0.013 0.013
OH OH OH OH
1
m'
6.9.2
6.19 6.19.1
5.3 1.14 0.003 0.1
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
1
m2
6.19.2
6.34 6.34.1
10 8.19 0.045 1.62
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
1
m2
6.34.2
6.35 6.35.1
11.87 10.00 0.045 1.50
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
1
m2
6.35.2
6.36 6.36.1
26.5 10.40 0.045 1.62
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
6.36.2
6.39 6.39.1
1 m' 5.3 1.14 0.003 0.025
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
6.39.2
Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm Bahan Ubin Abu-abu 20x20 cm Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang lantai Ubin Granito Uk. 40 x 40 cm Bahan Ubin Granito 40x40 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Pasang Plint Ubin PC Warna Uk. 10 x 20 cm Bahan Plint Ubin PC Warna 10 x 20 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Lantai Keramik 33 x 33 cm Bahan Ubin Keramik 33 x 33 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Lantai Keramik 30 x 30 cm Bahan Ubin Keramik 30 x 30 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Pasang Lantai Keramik 20 x 20 cm Bahan Ubin Keramik 20 x 20 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Plint Keramik Ukuran 10x20 cm Bahan Ubin Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
900.00 1,050.00 125,000.00
1,080.00 1,062.50 140,000.00
14,749.00 17.00 23,850.00 10,920.00 5,625.00
61,973.00 45,970.00 28,620.00 11,050.00 6,300.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,732.00 8,100.00 5,400.00 630.00 602.00
16,003.00 8,910.00 5,805.00 658.00 630.00
40,000.00 1,050.00 125,000.00 9,000.00
43,200.00 1,062.50 140,000.00 10,000.00
306,459.00 292,815.00 265,200.00 10,290.00 5,625.00 11,700.00
330,949.50 316,128.50 286,416.00 10,412.50 6,300.00 13,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
13,644.00 7,500.00 5,000.00 585.00 559.00
14,821.00 8,250.00 5,375.00 611.00 585.00
5,000.00 1,050.00 125,000.00 9,000.00
5,500.00 1,062.50 140,000.00 10,000.00
35,892.00 28,972.00 26,500.00 1,197.00 375.00 900.00
39,269.25 31,781.25 29,150.00 1,211.25 420.00 1,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
3,333.33 1,050.00 125,000.00 9,000.00
3,888.89 1,062.50 140,000.00 10,000.00
100,217.83 62,137.83 33,333.33 8,599.50 5,625.00 14,580.00
111,460.76 70,090.76 38,888.89 8,701.88 6,300.00 16,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
2,727.27 1,050.00 125,000.00 9,000.00
3,181.82 1,062.50 140,000.00 10,000.00
100,077.73 61,997.73 32,372.73 10,500.00 5,625.00 13,500.00
111,063.18 69,693.18 37,768.18 10,625.00 6,300.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1,140.00 1,050.00 125,000.00 9,000.00
1,400.00 1,062.50 140,000.00 10,000.00
99,415.00 61,335.00 30,210.00 10,920.00 5,625.00 14,580.00
112,020.00 70,650.00 37,100.00 11,050.00 6,300.00 16,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1,000.00 1,050.00 125,000.00 9,000.00
1,058.82 1,062.50 140,000.00 10,000.00
14,017.00 7,097.00 5,300.00 1,197.00 375.00 225.00
14,981.01 7,493.01 5,611.76 1,211.25 420.00 250.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
HARGA BAHAN/UPAH No.
SNI
KODE
6.40 6.40.1
6.43 6.43.1
6.44 6.44.1
KOEF
1 m' 10.6 1.14 0.003 0.05
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
1
m2
1.06 8.19 0.045 0.65
buah kg m3 kg
0.7 0.35 0.035 0.035
OH OH OH OH
1
m2
1.05 0.35
1,000.00 1,050.00 125,000.00 9,000.00
1,058.82 1,062.50 140,000.00 10,000.00
19,542.00 12,622.00 10,600.00 1,197.00 375.00 450.00
20,842.78 13,354.78 11,223.53 1,211.25 420.00 500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
375,000.00 1,050.00 125,000.00 9,000.00
390,000.00 1,062.50 140,000.00 10,000.00
455,654.50 417,574.50 397,500.00 8,599.50 5,625.00 5,850.00
476,271.88 434,901.88 413,400.00 8,701.88 6,300.00 6,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00 94,624.00 80,500.00 68,250.00 12,250.00
65,000.00 35,000.00
0.17 0.17 0.017 0.009
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
13,052.00 5,100.00 6,800.00 765.00 387.00
14,124.00 5,610.00 7,310.00 799.00 405.00
1
m2
1.05 0.6
m2 Kg
Memasang Lantai Parquet Jati Bahan Parquet Jati Lem Vynil
140,000.00 32,000.00
150,000.00 35,000.00
204,280.00 166,200.00 147,000.00 19,200.00
219,870.00 178,500.00 157,500.00 21,000.00
0.70 0.35 0.035 0.035
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1
m2
620.00 1,050.00 125,000.00 9,000.00
700.00 1,062.50 140,000.00 10,000.00
118,585.00 69,625.00 32,860.00 9,765.00 2,250.00 24,750.00
130,191.25 77,001.25 37,100.00 9,881.25 2,520.00 27,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
48,960.00 27,000.00 18,000.00 2,025.00 1,935.00
53,190.00 29,700.00 19,350.00 2,115.00 2,025.00
920.00 1,050.00 125,000.00 9,000.00
1,320.00 1,062.50 140,000.00 10,000.00
102,815.00 53,855.00 24,380.00 9,765.00 2,250.00 17,460.00
119,971.25 66,781.25 34,980.00 9,881.25 2,520.00 19,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
48,960.00 27,000.00 18,000.00 2,025.00 1,935.00
53,190.00 29,700.00 19,350.00 2,115.00 2,025.00
375,000.00 35.00 1,050.00 125,000.00 9,000.00
390,000.00 35.00 1,062.50 140,000.00 10,000.00
490,362.11 419,642.11 397,500.00 105.11 13,062.00 3,125.00 5,850.00
513,552.61 436,722.61 413,400.00 105.11 13,217.50 3,500.00 6,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
70,720.00 39,000.00 26,000.00 2,925.00 2,795.00
76,830.00 42,900.00 27,950.00 3,055.00 2,925.00
70,000.00 1,050.00 125,000.00
75,000.00 1,062.50 140,000.00
131,792.50 93,712.50 77,000.00 12,337.50 4,375.00
141,254.38 99,884.38 82,500.00 12,484.38 4,900.00
30,000.00
33,000.00
38,080.00 21,000.00
41,370.00 23,100.00
53 9.3 0.018 2.75
Buah Kg m3 Kg
0.9 0.45 0.045 0.045
OH OH OH OH
1
m2
26.5 9.3 0.018 1.94
Buah Kg m3 Kg
0.9 0.45 0.045 0.045
OH OH OH OH
1
m2
6.54.2
Memasang Dinding Keramik 10x20 cm, Bahan Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Dinding Keramik 20x20 cm, Bahan Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Dinding Marmer Ukuran 1.00x1.00 cm Bahan Marmer Paku 12 cm Portlan Semen Pasir Pasang Semen Warna
1.06 3.003 12.44 0.025 0.65
buah buah kg m3 kg
1.3 0.65 0.065 0.065
OH OH OH OH
1
m2
1.10 11.75 0.035
m2 Kg m3
Memasang Dinding Batu Paros / Batu Tempel Hitam Bahan Batu Paros Portland Semen Pasir Pasang
0.70
OH
Tenaga Pekerja
6.55.2
6.57 6.57.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MAKSIMUM Rp
62,500.00 32,000.00
6.53.2
6.55 6.55.1
Memasang Lantai Marmer Ukuran 1.00x1.00 cm Bahan Marmer Portland Semen Pasir Pasang Semen Warna
JUMLAH MINIMUM Rp
m2 kg
6.53.1
6.54 6.54.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MAKSIMUM Rp
89,877.00 76,825.00 65,625.00 11,200.00
6.46.2
6.53
Memasang Plint Keramik Ukuran 10x10 cm Bahan Ubin Keramik Portland Semen Pasir Pasang Semen Warna
MINIMUM Rp
Memasang Lantai Karpet Bahan Karpet Lem
6.44.2
6.46 6.46.1
URAIAN PAKERJAAN
SAT.
6.57.2
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
HARGA BAHAN/UPAH No.
SNI
KODE
6.60 6.60.1
KOEF
MINIMUM Rp 40,000.00 45,000.00 43,000.00
JUMLAH
MAKSIMUM Rp 43,000.00 47,000.00 45,000.00
MINIMUM Rp 14,000.00 1,575.00 1,505.00
MAKSIMUM Rp 15,050.00 1,645.00 1,575.00 127,714.00 107,750.00 99,000.00 8,750.00
0.35 0.035 0.035
OH OH OH
Tukang Batu Kepala Tukang Mandor
1
m2
2.2 0.25
m' kg
Memasang Wall Paper Lebar 50 cm Bahan Wall Paper Lem
40,000.00 32,000.00
45,000.00 35,000.00
114,351.00 96,000.00 88,000.00 8,000.00
0.35 0.175 0.017 0.002
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
18,351.00 10,500.00 7,000.00 765.00 86.00
19,964.00 11,550.00 7,525.00 799.00 90.00
1
m'
0.003 0.05
m3 kg
Memasang Plint Kayu Klas II Ukuran 2x10 cm Bahan Papan Kayu Klas II Paku Sekrup 5 cm
5,800,000.00 100.00
6,200,000.00 110.00
26,603.00 17,405.00 17,400.00 5.00
28,559.50 18,605.50 18,600.00 5.50
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
6.60.2
6.63 6.63.1
URAIAN PAKERJAAN
SAT.
6.61.2
HARGA BAHAN/UPAH No.
XIV 03-
SNI
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENGECATAN
-2002 6.1
1
m2 Kg
Mengikis / Mengerok Permukaan Cat Tembok Lama Bahan Soda Api
0.05
12,000.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
1
m2
0.05
6.1.1
6.1.2
6.2 6.2.1
6.3
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.05
5,687.50 625.00 625.00
Kg
Mengerok Karat Cat Lama permukaan Baja dg cara manual Bahan Sabun
11,000.00
12,500.00
5,157.50 550.00 550.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.05
5,687.50 625.00 625.00
Kg
Penyabun Permukaan Tembok Lama Bahan Sabun
11,000.00
12,500.00
5,157.50 550.00 550.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.08 0.02 0.1
Kg Kg lbr
0.04 0.04 0.004 0.0025
OH OH OH OH
4,780.50 1,440.00 960.00 160.00 320.00 3,340.50 1,320.00 1,720.00 188.00 112.50
1
m2
0.15 0.17 0.17
6.6.2
Mendempul dan Menggosok Kayu Bahan Dempul Jadi Minyak Cat Amplas Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
11,000.00 6,000.00 3,000.00
12,000.00 8,000.00 3,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,387.50 1,300.00 880.00 120.00 300.00 3,087.50 1,200.00 1,600.00 180.00 107.50
16,980.00 10,980.00 1,800.00 2,550.00 6,630.00
Kg Kg Kg
Pengecatan Bidang Lama Bahan Plamir Cat Dasar Cat Penutup
11,000.00 11,000.00 38,000.00
12,000.00 15,000.00 39,000.00
15,525.00 9,980.00 1,650.00 1,870.00 6,460.00
0.07 0.075 0.0075 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,545.00 2,100.00 3,000.00 337.50 107.50
6,000.00 2,310.00 3,225.00 352.50 112.50
1
m2
18,777.50
20,275.50
0.2 0.15 0.17 0.26
6.7.1
6.7.2
Kg Kg Kg Kg
Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup Bahan Cat Meni Plamir Cat Dasar Cat Penutup 2 kali
11,000.00 11,000.00 13,000.00 38,000.00
15,000.00 12,000.00 13,200.00 39,000.00
15,940.00 2,200.00 1,650.00 2,210.00 9,880.00
17,184.00 3,000.00 1,800.00 2,244.00 10,140.00
0.07 0.009 0.006 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
2,837.50 2,100.00 360.00 270.00 107.50
3,091.50 2,310.00 387.00 282.00 112.50
1
m2
25,947.50
27,819.50
0.2 0.15 0.17 0.35
6.8.1
6.8.2
Kg Kg Kg Kg
Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup Bahan Cat Meni Plamir Cat Dasar Cat Penutup 2 kali
11,000.00 11,000.00 13,000.00 38,000.00
15,000.00 12,000.00 13,200.00 39,000.00
19,360.00 2,200.00 1,650.00 2,210.00 13,300.00
20,694.00 3,000.00 1,800.00 2,244.00 13,650.00
0.07 0.105 0.004 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,587.50 2,100.00 4,200.00 180.00 107.50
7,125.50 2,310.00 4,515.00 188.00 112.50
1
m2
0.36
Ltr
31,000.00
17,102.50 10,440.00 10,440.00
18,262.50 11,160.00 11,160.00
6.9.1
6.9.2
6.10
5,687.50 625.00 625.00
0.15 0.0025
6.6.1
6.9
5,062.50 4,950.00 112.50
12,500.00
6.4.2
6.8
4,607.50 4,500.00 107.50
11,000.00
6.4.1
6.7
33,000.00 45,000.00
Kg
6.3.2
6.6
5,687.50 625.00 625.00
5,157.50 550.00 550.00
6.3.1
6.4
12,500.00
5,207.50 600.00 600.00
Mencuci Bidang Permukaan Tembok yang Pernah dicat Bahan Sabun
6.2.2
6.10.1
413095359.xls
URAIAN PAKERJAAN
SAT.
Pelaburan Bidang Kayu dg Teak Oil Bahan Teak Oil
53/51
29,000.00
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.10.2
6.11 6.11.1
OH OH OH OH
1
m2
0.15 0.372 2
Ltr Ltr Lbr
0.06 0.016 0.0025
OH OH OH
1
m2
0.35
Ltr
Pelaburan Bidang Kayu dg Cat Residu & Ter Bahan Residu atau Ter
0.1 0.006
OH OH
Tenaga Pekerja Mandor
1
m2
6.12.2
6.13 6.13.1
0.15 0.05 0.1 0.01
Ltr Ltr Lbr Buah
6.13.2
6.14
0.16 0.16 0.016 0.0025
OH OH OH OH
1
m2
0.1 0.1 0.26
Kg Kg Kg
0.02 0.063 0.0063 0.0025
OH OH OH OH
1
m2
0.1 0.18
6.14.1
6.14.2
6.15
Pelaburan Bidang Kayu dg Politur Bahan Politur Politur Jadi Ampelas Tenaga Tukang Cat Kepala Tukang Mandor
Pelaburan Bidang Kayu dg Vernis Bahan Vernis Dempul Ampelas Kuas Tenaga Pekerja Tukang Cat Kepala Tukang Mandor Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) Bahan Plamir Cat Dasar Cat Penutup 2 kali Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 6,662.50 1,200.00 2,520.00 2,835.00 107.50
MAKSIMUM Rp 7,102.50 1,320.00 2,709.00 2,961.00 112.50 26,026.50 22,582.00 4,650.00 11,532.00 6,400.00 3,444.50 2,580.00 752.00 112.50
29,000.00 29,000.00 3,000.00
31,000.00 31,000.00 3,200.00
40,000.00 45,000.00 43,000.00
43,000.00 47,000.00 45,000.00
24,365.50 21,138.00 4,350.00 10,788.00 6,000.00 3,227.50 2,400.00 720.00 107.50
2,500.00
2,700.00
4,133.00 875.00 875.00
4,515.00 945.00 945.00
30,000.00 43,000.00
33,000.00 45,000.00
3,258.00 3,000.00 258.00
3,570.00 3,300.00 270.00
17,242.50 5,215.00 4,350.00 550.00 300.00 15.00 12,027.50 4,800.00 6,400.00 720.00 107.50
18,619.50 5,595.00 4,650.00 600.00 320.00 25.00 13,024.50 5,280.00 6,880.00 752.00 112.50
9,561.00
10,383.60 6,606.00 1,050.00 1,500.00 4,056.00 3,777.60 660.00 2,709.00 296.10 112.50
29,000.00 11,000.00 3,000.00 1,500.00
31,000.00 12,000.00 3,200.00 2,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,000.00 12,500.00 15,000.00
10,500.00 15,000.00 15,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,050.00 900.00 1,250.00 3,900.00 3,511.00 600.00 2,520.00 283.50 107.50
7,347.90 4,308.00 1,500.00 2,808.00
Kg Kg
12,500.00 15,000.00
15,000.00 15,600.00
0.028 0.042 0.0042 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
2,816.50 840.00 1,680.00 189.00 107.50
3,039.90 924.00 1,806.00 197.40 112.50
1
m2
0.1 0.01
11,954.00 2,150.00 1,800.00 350.00
Kg Kg
Pengecatan Permukaan Baja dg Meni Besi Bahan Meni Besi Perekat / Lem
13,000.00 32,000.00
18,000.00 35,000.00
10,740.00 1,620.00 1,300.00 320.00
0.02 0.2 0.002 0.01
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,120.00 600.00 8,000.00 90.00 430.00
9,804.00 660.00 8,600.00 94.00 450.00
1
m2
0.1 0.01 0.002
Kg Kg m3
Pengecatan Permukaan Baja dg Meni Besi & Perancah Bahan Meni Besi Perekat / Lem Perancah Kayu
13,000.00 32,000.00 550,000.00
18,000.00 35,000.00 650,000.00
20,555.00 2,720.00 1,300.00 320.00 1,100.00
22,770.00 3,450.00 1,800.00 350.00 1,300.00
0.25 0.225 0.0225 0.0075
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
17,835.00 7,500.00 9,000.00 1,012.50 322.50
19,320.00 8,250.00 9,675.00 1,057.50 337.50
6.20.1
6.20.2
6.21.1
6.21.2
413095359.xls
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
6,766.50 3,950.00 1,250.00 2,700.00
6.15.2
6.21
MINIMUM Rp
Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) Bahan Cat Dasar Cat Penutup 2 kali
6.15.1
6.20
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
0.04 0.063 0.063 0.0025
6.11.2
6.12 6.12.1
URAIAN PAKERJAAN
SAT.
53/52
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.24
KOEF
SAT. 1
m2
0.11 0.17 0.08
Kg Kg Kg
0.50 0.80 0.30 0.20
OH OH OH OH
6.24.1
6.24.2
413095359.xls
URAIAN PAKERJAAN Pengecatan Permukaan Baja lapis Seng (Galvanis) secara Manual sistem 3 lap. Cat Konvensional dg Tebal 200 μm Bahan Cat dasar Cat Antara Cat Penutup Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
53/53
MINIMUM Rp
MAKSIMUM Rp
12,500.00 12,500.00 35,000.00
13,000.00 13,000.00 42,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 75,400.00
MAKSIMUM Rp 81,000.00
6,300.00 1,375.00 2,125.00 2,800.00 69,100.00 15,000.00 32,000.00 13,500.00 8,600.00
7,000.00 1,430.00 2,210.00 3,360.00 74,000.00 16,500.00 34,400.00 14,100.00 9,000.00
abk 14-14
: :
SEWA
P E R A L A T AN
PASARAN BE BAS KOTA SEMARANG EDISI KEDUA 2012
NO.
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
PERALATAN
Dump Truck 3 ton Dump Truck 5 ton Truk Bak Terbuka Truk Tanki Air Bulldozer Motor Grader Wheel Loader Excavator Crane Trailler Mesin Gilas Tandem 6 - 10 ton Mesin Gilas 3 roda 6 - 10 ton Mesin Gilas Roda Karet 8 - 10 ton Vibratory Roller Vibro roller 1 ton Water Pump Asphalt Sprayer Pick Up AMP Asphalt Finisher Concrete Vibrator Compressor Concrete Mixer Stamper Genset Alat Pengecat Marka
SATUAN
Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam Jam
MINIMUM (Rp)
HARGA MAKSIMUM (Rp)
170,000 195,000 145,000 135,000 205,000 160,000 160,000 160,000 135,000 190,000 135,000 110,000 150,000 150,000 85,000 50,000 70,000 65,000 1,600,000 190,000 75,000 90,000 75,000 50,000 180,000 70,000
185,000 200,000 150,000 140,000 220,000 170,000 175,000 175,000 150,000 200,000 150,000 125,000 170,000 165,000 90,000 65,000 75,000 75,000 1,750,000 200,000 80,000 100,000 80,000 60,000 190,000 80,000
KET.
DAFTAR SUMBER DATA D A E R A H
: :
UPAH PEKERJA PASARAN BE BAS KOTA SEMARANG EDISI KEDUA 2012 HARGA
NO. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20
JENIS
Pekerja Mandor Tukang listrik Tukang kayu Kep. tk. kayu Tukang batu Kep. tk. batu Tukang besi Kep. tk. besi Tukang cat Kep. tk. cat Tukang plitur Tukang jalan Tukang gali Tukang masak aspal Tk. leideng Masinis Pemb. Masinis Penjaga api Penjaga malam
21 Sopir 22 Pembantu Sopir
413095359.xls
BAHAN
SATUAN Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr Hr
53
MINIMUM (Rp)
30,000 43,000 40,000 40,000 45,000 40,000 45,000 40,000 45,000 40,000 45,000 40,000 35,000 32,500 35,000 40,000 45,000 40,000 35,000 30,000 45,000 32,000
MAKSIMUM (Rp)
KET.
33,000 45,000 43,000 43,000 47,000 43,000 47,000 43,000 47,000 43,000 47,000 43,000 37,500 35,000 37,500 43,000 50,000 45,000 40,000 35,000 50,000 35,000
daftar upah tenaga kerja
DAFTAR SUMBER
HARGA
DATA
D A E R A H
SATUAN BAHAN
BANGUNAN
:
PASARAN
:
KOTA SEMARANG
BEBAS EDISI KEDUA 2012
HARGA NO.
I
J E N I S
BAHAN
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
DASAR
1 BATU KALI
2 KERIKIL
Bulat Utuh
m3
110,000
120,000
Bulat Belah
m3
120,000
130,000
Pecah
10/15
m3
140,000
145,000
Pecah
5/7
m3
140,000
150,000
Pecah
3/5
m3
145,000
155,000
Timbun
m3
85,000
90,000
Sawur / Koral
m3
115,000
120,000
Beton
0,5/1
m3
165,000
180,000
Beton
,1/2
m3
165,000
175,000
Beton
,2/3
m3
160,000
170,000
m3
115,000
120,000
Tras Giling
m3
190,000
205,000
3 BATU BATA
ex lokal
bh
400
450
4 PASIR
Urug
m3
75,000
85,000
Pasang
m3
125,000
140,000
Beton
m3
140,000
150,000
Padas
m3
45,000
50,000
Liat
m3
45,000
50,000
Pasang
m3
195,000
210,000
Semen Merah
m3
120,000
150,000
Holcim 40 kg
zak
42,000
42,500
Holcim 50 kg
zak
51,000
52,000
Cibinong 40 kg
zak
42,000
43,000
Cibinong 50 kg
zak
51,000
51,500
Semen Putih 40 kg
zak
57,000
65,000
Semen Putih 50 kg
zak
70,000
78,500
kg
9,000
10,000
Biasa
5 TANAH 6 KAPUR 7 PORTLAND CEMENT
Semen warna
II
BAHAN
PENUTUP ATAP
1 SIRAP
(100 lbr)
pak
140,000
150,000
2 GENTENG BETON
Genteng Beton Warna standard
bh
3,000
3,200
Genteng Beton Warna Special
bh
4,200
4,500
Genteng Beton Warna Khusus
bh
4,700
5,000
Kerpus Beton Warna Standard
bh
3,750
4,000
Kerpus Beton Warna Special
bh
4,500
4,750
Kerpus Beton Warna Khusus
bh
8,700
10,000
Vlaam
bh
1,050
1,200
Kodok
bh
1,300
1,500
Kodok Glasur
bh
2,500
2,700
Nok kerpus Kodok
bh
3,100
3,200
Nok kerpus Kodok Glasur
bh
6,500
7,000
Plentong super besar 18 bh/m2
bh
2,800
3,000
Nok kerpus plentong super
bh
6,750
7,000
3 GENTENG TANAH LIAT
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
4 GENTENG KACA Vlaam tebal 2 mm
bh
5,850
6,000
Vlaam tebal 3 mm
bh
5,750
8,000
Kodok tebal 2 mm
bh
5,500
6,000
Kodok tebal 3 mm
bh
6,000
7,000
. 200 cm X 102 cm X 5 mm
bh
67,000
70,000
. 250 cm X 102 cm X 5 mm
bh
80,000
82,000
. 225 cm X 102 cm X 5 mm
bh
73,500
76,000
. 200 cm X 102 cm X 6 mm
bh
55,000
58,000
. 225 cm X 102 cm X 6 mm
bh
62,500
63,000
. 250 cm X 102 cm X 6 mm
bh
66,500
71,000
bh
35,000
37,000
. 180 cm X 105 cm X 4 mm
bh
38,500
42,000
. 210 cm X 105 cm X 4 mm
bh
48,000
51,000
. 240 cm X 105 cm X 4 mm
bh
57,000
59,000
. 270 cm X 105 cm X 4 mm
bh
64,000
67,000
. 300 cm X 105 cm X 4 mm
bh
73,500
75,000
Onduline
95 cm x 200 cm x 3 mm
lbr
130,000
*) belum PPn
Ondovilla
40 cm x 106 cm x 3 mm
lbr
55,000
*) belum PPn
NOK
Jabes nok . Kerpus Genteng
bh
19,500
21,000
. Stel Besar
bh
36,000
45,000
. Paten Besar
bh
35,800
39,000
. Stel Besar
bh
37,500
41,500
. Patent Besar
bh
17,300
18,000
. Plat besar
bh
47,000
49,000
Onduline 50 cm x 90 cm x 3 mm
lbr
75,000
. 100cm X 100 cm X 3 mm
bh
11,000
12,000
. 100cm X 100 cm X 4 mm
bh
12,000
13,000
. 50 cm X 200 cm X 3 mm
bh
10,000
11,000
. 40 cm X 200 cm X 3 mm
bh
10,000
11,000
Gyproc unt dinding
120 cm x 240 cm x 12 mm
lbr
56,000
58,000 *) belum PPn
/ plafond
120 cm x 240 cm x 9 mm
lbr
45,000
47,000 *) belum PPn
180 X 92 cm
bh
55,000
60,000
200 X 92 cm
bh
60,000
70,000
250 X 92 cm
bh
65,000
72,000
180 X 105 cm
bh
40,000
42,000
210 X 105 cm
bh
45,000
46,000
250 X 105 cm
bh
49,000
52,000
BJLS 0,18 lebar 55 cm
m'
18,000
20,000
BJLS 0,20 lebar 55 cm
m'
23,000
27,000
BJLS 0,28 lebar 55 cm
m'
33,000
35,000
BJLS 0,30 lebar 55 cm
m'
38,000
40,000
BJLS 0,18 panjang 180 cm
lbr
55,000
57,000
BJLS 0,20 panjang 180 cm
lbr
57,000
60,000
BJLS 0,30 panjang 180 cm
lbr
65,000
67,000
BJLS 0,40 panjang 180 cm
lbr
73,000
75,000
Papan
m3
21,000,000
22,000,000
Balok/pesagen
m3
18,500,000
19,000,000
5 ASBES GELOMBANG BESAR
Asbes Gelombang Kecil . 150 cm X 105 cm X 4 mm
Nokstel gelombang harflex
*) belum PPn
6 ASBES PLAT
7 FIBRE GLASS (JABES)
8 SENG PLAT
9 SENG GELOMBANG
III . B A H A N K A Y U 1 JATI
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
m3
5,800,000
6,200,000
Balok/pesagen
m3
5,000,000
5,700,000
Papan
m3
4,500,000
4,800,000
Balok/pesagen
m3
4,500,000
4,600,000
Papan
m3
4,200,000
4,400,000
Balok/pesagen
m3
3,900,000
4,000,000
Papan
m3
850,000
1,000,000
Balok/pesagen
m3
750,000
850,000
Papan
m3
7,000,000
7,300,000
Balok/pesagen
m3
6,700,000
6,900,000
Sedang 8 x 10 x 400 cm
bt
17,000
18,000
Kecil 6 x 7 x 400 cm
bt
12,000
16,000
Besar 10 x 12 x 400 cm
bt
23,000
26,000
Kayu cetakan
m3
550,000
650,000
Kayu bakar
m3
135,000
150,000
Bambu
bt
7,000
10,000
30 X 30 cm
m2
24,000
26,000
20 X 20 cm
m2
22,500
27,000
30 X 30 cm
m2
26,000
28,000
20 X 20 cm
m2
25,000
27,000
30 X 30 cm
m2
39,000
42,000
PC warna
10 X 20 cm
bh
5,000
5,500
PC abu-abu
15 x 20
bh
4,500
6,000
Lantai/badan
m'
-
-
Plint
m'
-
-
Trap
m'
-
-
11 X 11 putih
dos
27,500
30,000
11 X 11 warna
dos
29,000
30,000
15 X 15 putih
dos
28,000
29,000
15 X 15 warna
dos
32,000
33,000
10 X 20 cm
m2
31,000
35,000
15 X 15 cm
m2
32,000
35,000
20 X 20 cm
m2
28,500
35,000
20 X 25 cm
m2
23,000
33,000
30 X 30 cm
m2
31,000
33,000
20 X 20 cm
m2
33,000
35,000
33 x 33 cm
m2
30,000
35,000
25 x 25 cm
m2
28,000
35,000
15 x 20 cm
m2
34,000
36,000
7 Parquet Jati
m2
140,000
150,000
8 Batu Paros
m2
70,000
75,000
9 Batu Tempel Hitam
m2
65,000
80,000
2 KAMPER
3 KRUING
4 MERANTI
5 LANAN
6 BENGKIRAI
7 DOLKEN
Papan
IV . BAHAN PENUTUP DINDING / LANTAI 1 UBIN (TEGEL BIASA) PC polos PC warna Teraso 2 TEGEL PLINT
3 POLIS UBIN
4 UBIN PORSELIN Lokal Lokal 5 MOZAIK PORSELIN
6 Keramik
HARGA NO.
J E N I S
10 GRANITO
B A H A N
40 x 40 cm 30 x 30 cm
11
Marmer
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
m2
250,000
270,000
m2
300,000
310,000
m2
375,000
390,000
V.BAHAN CETAK 1 BUIS BETON
10 cm - 100 cm
bh
17,000
20,000
Ø 20 cm - 100 cm
bh
20,000
25,000
Ø 30 cm - 100 cm
bh
30,000
32,000
Ø 50 cm - 100 cm
bh
55,000
65,000
Ø 60 cm - 100 cm
bh
75,000
85,000
Ø 70 cm - 100 cm
bh
90,000
110,000
U 10 cm - 100 cm
bh
17,000
18,000
U 15 cm - 100 cm
bh
22,000
25,000
U 20 cm - 100 cm
bh
30,000
32,000
U 30 cm - 100 cm
bh
35,000
40,000
U 50 cm - 100 cm
bh
-
-
bh
5,000
5,200
20 X 20 cm
bh
5,500
6,000
25 X 25 cm
bh
6,250
6,500
30 X 30 cm
bh
6,300
7,000
15 X 25 cm
bh
6,500
7,250
15 X 30 cm
bh
7,000
7,500
Ø
2 LUBANG ANGIN (ROSTER) PC + PASIR 10 X 20 cm
VI . B A H A N B E S I besi beton polos
kg
9,000
10,000
besi beton prestress
kg
14,000
15,500
besi beton ulir
kg
10,500
11,000
2 BESI PLAT
Besi Strip
kg
11,000
12,000
3 BESI PROFIL
Besi Profil
kg
13,000
13,500
kg
13,000
15,000
kg
14,000
15,000
1 BESI BETON
4 JARING - JARING BAJA Diameter Diameter
4 - 15 6 - 15
40 X 40 X 4
btg
110,000
115,000
L 50 X 50 X 5
btg
165,000
171,000
L 60 X 60 X 6
btg
240,000
247,000
6 KAWAT - Ikat beton/bendrat
kg
13,500
15,000
- Harmonika 12 X 45 mm
m2
20,000
21,000
- Harmonika 12 X 24 mm
m2
22,000
22,500
- Harmonika 14 X 30 mm
m2
19,000
20,000
- Harmonika 14 X 35 mm
m2
17,500
19,000
- Kawat Nyamuk Nylon
m2
9,000
10,000
- Kawat Kasa
m2
12,000
13,000
- Saringan pasir
m2
13,000
14,500
- Kawat loket
m2
8,500
9,000
- Kawat duri
rol
60,000
75,000
- Kawat bronjong
kg
17,500
18,000
Pipa PVC DN 20 ( ½" ) AW JIS
btg
19,000
20,000 panjang 4 m
Pipa PVC DN 25 ( ¾" ) AW JIS
btg
22,000
22,500 panjang 4 m
Pipa PVC DN 32 ( 1" ) AW JIS
btg
27,500
28,000 panjang 4 m
Pipa PVC DN 40 ( 1½" )
btg
45,000
51,200 panjang 6 m
5 BESI SIKU
L
VII . B A H A N P I P A 1 Pipa PVC SII SCJ , S - 12,5 (10 bar)
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
Pipa PVC DN 63 ( 2" )
btg
57,000
77,000 panjang 6 m
Pipa PVC DN 90 ( 3" )
btg
122,500
139,250 panjang 6 m
Pipa PVC DN 110 ( 4" )
btg
170,000
202,950 panjang 6 m
Pipa PVC DN 160 ( 6" )
btg
325,000
423,000 panjang 6 m
Pipa PVC DN 200 ( 8" )
btg
590,000
660,000 panjang 6 m
Pipa PVC DN 250 ( 10" )
btg
1,010,000
1,025,000 panjang 6 m
Pipa PVC DN 315 ( 12" )
btg
1,380,000
1,390,000 panjang 6 m
3 Pipa Medium B Galvanis - SII Pipa Medium B Galvanis DN ½"
btg
70,000
80,000 panjang 6 m
Pipa Medium B Galvanis DN 25 ( ¾" )
btg
112,000
117,000 panjang 6 m
Pipa Medium B Galvanis DN 32 ( 1" )
btg
125,000
127,500 panjang 6 m
Pipa Medium B Galvanis DN 50 ( 1½" )
btg
185,000
190,000 panjang 6 m
Pipa Medium B Galvanis DN 63 ( 2" )
btg
225,000
235,000 panjang 6 m
Pipa Medium B Galvanis DN 2½"
btg
380,000
390,000 panjang 6 m
Pipa Medium B Galvanis DN 90 ( 3" )
btg
470,000
480,000 panjang 6 m
Pipa Medium B Galvanis DN 110 ( 4" )
btg
585,000
595,000 panjang 6 m
Pipa Medium B Galvanis DN 160 ( 6" )
btg
-
- panjang 6 m
Pipa Medium B Galvanis DN 200 ( 8" )
btg
-
- panjang 6 m
btg
-
- panjang 6 m
Pipa Medium B Galvanis DN 250 ( 10")
VIII . B A H A N L A N G I T - L A N G I T 1 AKUSTIK-uk :
30 X 30
lbr
4,700
4,750
30 X 60
lbr
11,000
12,000
60 X 120
lbr
37,000
38,000
m'
4,200
5,000
List Kayu Profil 2 SOFT BOARD-uk:
4'X 8' lbr
55,000
59,000
4'X 8'
lbr
60,000
62,000
Gypsum tebal 9 mm 3 HARD BOARD-uk: 4 PLY WOOD Teak wood 90 X 210
X 3 mm
lbr
38,000
40,000
. 120 X 240
X 3 mm
lbr
75,000
85,000
. 90 X 210
X 4 mm
lbr
51,000
55,000
. 90 X 210
X 9 mm
lbr
140,000
145,000
. 90 X 210
X 12 mm
lbr
170,000
172,500
. 90 X 210
X 15 mm
lbr
220,000
225,000
. 90 X 210
X 18 mm
lbr
270,000
275,000
. 120 X 240
X 3 mm
lbr
40,000
42,000
. 120 X 240
X 4 mm
lbr
47,500
50,000
. 120 X 240
X 6 mm
lbr
61,000
67,500
. 120 X 240
X 9 mm
lbr
95,000
105,000
. 120 X 240
X 12 mm
lbr
127,500
135,000
. 120 X 240
X 15 mm
lbr
152,500
162,500
. 120 X 240
X 18 mm
lbr
180,000
185,000
lbr
45,000
50,000
kg
11,000
15,000
Tripleks
Multipleks
Formika ukuran pintu
IX . B A H A N F I N I S H I N G 1 KAYU Menie Dempul plamur
kg
11,000
12,000
Ambril/amplas
lbr
3,000
3,200
Batu Apung
kg
5,000
5,500
Cat dasar
kg
13,000
13,200
. Emco
kg
38,000
39,000
. Yunior 66 (nippon paint)
kg
37,000
39,000
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
. Deculux
kg
42,000
45,000
. Siralax
ons
6,500
8,000
. Spiritus
ltr
8,000
8,500
. Plitur jadi
ltr
29,000
31,000
Kalkarium
kg
4,000
4,200
Kapur sirih
kg
4,500
4,750
Plamur
kg
9,000
10,500
2 TEMBOK
kg
12,500
15,000
Sintex
5 kg
60,000
65,000
Danabride
5 kg
70,500
75,000
Catylac
5 kg
75,000
78,000
Mowilex
5 kg
125,000
135,000
Cat Tembok
3 BESI Menie
kg
13,000
18,000
Cat mengkilat
kg
35,000
42,000
Cat
kg
12,500
13,000
Thinner A
ltr
8,000
9,000
Minyak cat
ltr
6,000
8,000
Thinner Super
ltr
8,000
9,000
50,000
54,000
Residu (teer/aspal)
drum
Fibre glass (tanki air) kapasitas 550 liter.
bh
650,000
675,000
kapasitas 1100 liter.
bh
950,000
1,100,000
Lem Aica Aibon
kg
32,000
35,000
3 mm
m2
50,000
55,000
5 mm
m2
60,000
65,000
3 mm
m2
55,000
60,000
5 mm
m2
65,000
70,000
3 mm
m2
60,000
65,000
5 mm
m2
70,000
72,000
X.BAHAN KACA 1 POLOS
2 ES KABUR
3 RAY BAND
XI . BAHAN INSTALASI LISTRIK 1 KABEL LISTRIK N YA : .
1 X 1 1/2
mm2
m'
3,000
3,100
SPLN LMK
1 X 2 1/2
mm2
m'
3,150
3,300
1X4
mm2
m'
4,700
5,000
1X6
mm2
m'
6,900
7,000
NYY :.
2 X 1 1/2
mm2
m'
9,300
9,500
PRIMA
2 X 2 1/2
mm2
m'
10,250
10,500
2X4
mm2
m'
16,650
16,700
2X6
mm2
m'
20,100
20,500 11,750
.
.
3 X 1 1/2
mm2
m'
11,450
3 X 2 1/2
mm2
m'
15,400
15,750
3X4
mm2
m'
20,000
20,500
3X6
mm2
m'
27,800
28,000
NYM :.
2 X 1 1/2
mm2
m'
6,600
7,000
PRIMA
2 X 2 1/2
mm2
m'
9,000
10,000
2X4
mm2
m'
13,000
14,000
3 X 1 1/2
mm2
m'
8,450
9,000
.
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
3 X 2 1/2
mm2
m'
12,000
12,500
3X4
mm2
m'
17,400
18,000
m'
23,800
24,500
Seri
bh
15,000
17,500
Engkel
bh
12,000
13,000
Seri
bh
11,500
15,000
Engkel
bh
9,500
11,000
1 group
bh
20,000
25,000
2 group
bh
20,000
35,000
3 group
bh
50,000
55,000
3X6
mm2
2 SKAKELAR Out bauw . . In bauw . .
3 FUSE BOX (SEKERING KASA)
4 STEKER -
5 FITING
Biasa
bh
9,500
10,000
Arde
bh
14,000
15,000
T Biasa
bh
11,000
12,500
T dengan Arde
bh
15,000
17,000
Flaon
bh
2,500
7,500
Gantung
bh
2,250
7,500
Kap
bh
9,250
15,000
Kombinasi
bh
8,700
10,000 12,500
bh
7,000
Arde Outbow hitam
bh
4,500
5,000
Arde IB
bh
10,000
12,500
Arde Putar
bh
31,000
35,000
1 X slag
bh
45,000
50,000
2 X slag
bh
60,000
65,000
1 X slag
bh
75,000
80,000
2 X slag
bh
125,000
135,000
1 X slag
bh
45,000
50,000
bh
60,000
70,000
6 STOP KONTAK - Arde Outbow putih
XII . ALAT - ALAT PENGUNCI & PENGGANTUNG 1 KUNCI TANAM
Union : Yale : Kuda :
2 X slag 2 ENGSEL DAN GERENDEL Engsel Angin
bh
15,000
16,000
Kupu-kupu biasa
bh
2,250
2,500
Nylon kupu-kupu
bh
5,000
9,000
bh
30,000
32,000
Grendel Tanam luar negeri
bh
7,500
8,250
Grendel biasa
bh
7,500
10,000
Kait Angin
bh
5,000
15,000
Door Stop
bh
10,000
15,000
bh
900,000
1,100,000
bh
80,000
105,000
bh
625,000
650,000
Espagnoled -
dalam negeri
XIII . BAHAN SANITAIR 1 KLOSET DUDUK
2 KLOSET JONGKOK
3 WASTAFEL PEDESTAL
KETERANGAN
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
bh
700,000
750,000
bh
275,000
300,000
bh
240,000
250,000
bh
210,000
230,000
bh
145,000
160,000
bh
27,500
30,000
bh
20,000
22,500
5 Pemakai 500 liter
unit
-
-
10 Pemakai 1.000 liter
unit
-
-
Kran Air
bh
7,500
15,000
Seal tape
bh
2,000
2,200
Floor drain
bh
3,750
4,000
1 PAKU - ukuran 1" s/d 4"
kg
13,000
14,000
2 PAKU - payung
kg
18,000
20,000
3 PAKU - sekrup
doos
13,500
15,000
4 PAKU - beton
bh
18,000
20,000
5 MUR BAUT (kuda-kuda)
kg
14,000
14,500
6 ANGKUR BAUT
bh
12,800
13,000
7 LEM KAYU
bh
18,000
20,000
kg
5,500
7,000
bh
185,000
190,000
4 WASTAFEL MEJA OVAL
5 WASTAFEL GANTUNG BULAT
6 WASTAFEL GANTUNG SUDUT
7 WASTAFEL GANTUNG SUDUT KECIL 8 WASTAFEL BAK CUCI 9 TEMPAT SABUN GANTUNG
10 TEMPAT SABUN TANAM
11 SEPTIC TANK (ETERNIT GRESIK)
12
LAIN - LAIN
XIV . ALAT PENGIKAT KAYU
8 Tali Ijuk
XV . POMPA AIR. 1 POMPA AIR TANGAN Dragon buatan Indonesia 2 POMPA AIR LISTRIK Sanyo
100 watt
bh
325,000
475,000
Fuji
250 watt
bh
850,000
900,000
. 100 watt
bh
285,000
350,000
. 90 watt
bh
190,000
220,000
. 125 watt
bh
215,000
250,000
. 175 watt
bh
320,000
340,000
Abu-abu
m2
30,000
37,500
Merah/hitam
m2
38,000
40,000 36,000
Shimizu Dab
X VI . PAVING BLOCK 1 SQUARE 2 HOLLAND
Abu-abu
m2
35,000
Merah/hitam
m2
39,000
41,000
3 UNIDECOR
Abu-abu
m2
30,500
35,000
Merah/hitam
m2
33,000
40,000
Abu-abu
m2
35,000
37,000
Merah/hitam
m2
40,000
42,000
Abu-abu
m2
30,000
35,000
Merah/hitam
m2
33,000
40,000
4 UNI 5 TRIHEX
HARGA NO.
J E N I S
B A H A N
SATUAN
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KETERANGAN
6 OLYMPIA HEXA
Abu-abu
m2
31,000
35,000
7 HEXAGONAL
Abu-abu
m2
40,000
40,000
Merah/hitam
m2
35,000
37,000
8 CASTLE
Abu-abu
m2
40,000
42,000
9 TRAPEZ
Abu-abu
m2
30,000
35,000
10 TRAPEZ GRASS BLOCK m2
41,000
42,000
11 STANDARD GRASS BLOCK ABU-ABU
m2
38,000
48,000
12 BATACO
m2
2,000
2,250
13 KANSTEEN
m'
22,500
28,500
Abu-abu
XVII. L A I N - L A I N 1 KREI 25 MM
m2
40,000
45,000
2 Sliding Pintu J4
bh
185,000
200,000
3 Naco per Daun
bh
7,000
7,500
4 Rolling door Besi
m2
225,000
230,000
m2
210,000
215,000
5 Awning Almunium
m2
75,000
80,000
6 Kusen Almunium 4" Putih
m'
68,000
70,000
btg
1,250,000
1,260,000
drum
1,275,000
1,300,000
Rolling door Almunium
7 WIDE FLANGE BEAM 150 X 75 X 5 X 7 X 12 8 ASPAL. Aspal Ex Pertamina isi Net 160 kg Hotmix Tebal = 4 Cm
m2
60,000
62,500
Hotmix Tebal = 5 Cm
m2
70,000
75,000
Hotmix Tebal = 6 Cm
m2
85,000
90,000
Hotmix Tebal = 7 Cm
m2
100,000
105,000
Binder Course
ton
210,000
215,000
Wearing Course
ton
120,000
125,000
Hot Roller Sheet
ton
110,000
115,000
Sand Sheet
ton
120,000
125,000
Sand Sheet Emulsi
ton
145,000
150,000
Cold Mix
ton
175,000
180,000
Prime / Tack Coard RC
liter
7,900
8,100
Prime Coat MC
liter
7,900
8,100
Prime / Tack Coat Emulsi
liter
7,900
8,100
m2
65,000
67,000
Grey Euro / Green 5 mm
m2
87,000
88,000
Bronze / Blue / Green 5 mm
m2
90,000
92,500
Ø 40 cm
m'
-
-
Ø 45 cm
m'
-
-
Ø 50 cm
m'
-
-
Diameter 40 cm, t = 12 mm
m'
-
-
10 K A C A
Dark Grey 5 mm
11 TIANG PANCANG Tiang Pancang Beton Tiang Pancang Baja 12 PAGAR BRC.
Diameter 50 cm, t = 12 mm
m'
-
-
Pagar BRC 90 A2
/lb
500,000
520,000
Pagar BRC 120 A2
/lb
600,000
620,000
13. LAIN-LAIN Minyak Beton & bekisting
ltr
8,000
10,000
Pintu Lipat Besi
m2
350,000
380,000 280,000
Sunscreen Allumunim
m2
265,000
Allumunium Foil
m2
6,500
6,700
Soda api
kg
12,000
12,500
Sabun
kg
11,000
12,500
Air
m3
3,700
4,250
Koas Alang-alang
ikat
1,250
1,250
Solar (Industri)
ltr
11,250
11,250
Premium (Industri)
ltr
8,900
8,900
Pelumas
ltr
29,000
29,000
DAFTAR SUMBER
DATA
D A E R A H
HAR GA SAT UAN PE K E R JAAN
:
PASARAN
:
KOTA SEMARANG
BEBAS EDISI KEDUA 2012 HARGA SATUAN PEKERJAAN
NO.
I
II
SNI
KODE
03-2835-2002
03-2835-2008
URAIAN PEKERJAAN
450,150.00
m'
93,425.00
97,375.00
6.5 Pembuatan Kantor Sementara dg Lantai Plesteran
m2
506,785.00
552,587.50
6.6 Pembuatan Gudang Semen dan Alat-alat
m2
429,475.00
465,806.25
6.8 Membersihkan Lapangan dan Perataan
m2
5,150.00
5,550.00
6.11 Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm
m2
22,820.90
27,462.50
6.13 Bongkaran Beton Bertulang
m3
214,329.00
234,996.00
6.14 Bongkaran Dinding Tembok Bata Merah
m3
201,429.00
221,496.00
6
PEKERJAAN TANAH Menggali Tanah Biasa Sedalam 1 m
m3
23,575.00
25,875.00
6.2 Menggali Tanah Biasa Sedalam 2 m
m3
28,935.00
31,725.00
6.3 Menggali Tanah Biasa Sedalam 3 m
m3
34,381.00
37,665.00
6.4
Menggali Tanah Keras Sedalam 1 m
m3
31,376.00
34,440.00
6.5
Menggali Tanah Cadas Sedalam 1 m
m3
47,580.00
52,200.00
6.6
Menggali Tanah Lumpur Sedalam 1 m
m3
37,935.00
41,625.00
6.7
Mengerjakan Striping Tebing Setinggi 1 m
m2
1,715.00
1,875.00
6.8
MembuangTanah sejauh 30 m'
m3
1,715.00
1,875.00
6.9
Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)
m3
Pemadatan Tanah (per 20 cm)
m3
17,150.00
18,750.00
m3
99,430.00
112,350.00
6.12
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL
m3
164,225.00
180,830.00
6.14
Pemasangan Lapisan Ijuk tebal 10 cm
m2
38,145.00
47,625.00
m3
146,575.00
153,375.00
6
PEKERJAAN PONDASI Memasang Pondasi Batu Kali 1Pc : 3 PP
m3
498,325.00
527,175.00
6.2 Memasang Pondasi Batu Kali 1Pc : 4 PP
m3
461,750.00
490,637.50
6.3
Memasang Pondasi Batu Kali 1Pc : 5 PP
m3
436,400.00
465,310.00
6.4 Memasang Pondasi Batu Kali 1Pc : 6 PP
m3
418,575.00
447,502.50
6.5 Memasang Pondasi Batu Kali 1Pc : 8 PP
m3
394,150.00
423,097.50
6.6 Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp
m3
321,650.00
353,450.00
6.7
m3
379,815.00
409,212.50
6.8 Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP
m3
355,695.00
384,602.50
6.9
Pasang Pondasi Batu Kosong
m3
218,832.00
238,818.00
Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah
m3
1,663,375.00
1,817,980.00
m3
467,917.00
490,300.00
6.1 Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp
m2
139,865.00
151,108.75
6.2 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP
m2
130,162.50
141,439.38
6.3 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP
m2
123,692.50
134,919.38
6.4 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP
m2
120,250.00
131,557.50
6.5 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP
m2
118,865.00
130,426.25
6.6 Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP
m2
111,699.00
123,125.00
6.7
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP
m2
66,742.50
72,299.38
6.8
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP
m2
62,183.50
67,713.13
6.9 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP
m2
59,545.00
65,083.75
6.10 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP
m2
57,884.00
63,430.00
6.11 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP
m2
56,956.00
62,545.00
6.12 Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP
m2
55,170.00
60,751.25
6.13
m2
55,995.00
61,776.25
6.20 Memasang Dinding HB/CB 10, speci camp. 1PC : 3PP
m2
103,033.00
113,337.50
6.21 Memasang Dinding HB/CB 10, speci camp. 1PC : 4PP
m2
102,851.50
113,478.13
6.22 Memasang Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1Pc : 2PP
m2
227,795.00
252,200.00
6.23 Memasang Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1Pc : 4PP
m2
225,020.00
249,432.50
6.1 Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm
m2
34,599.20
36,443.00
6.2 Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm
m2
29,555.20
31,393.00
6.3
Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm
m2
27,359.80
29,212.00
6.4 Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm
m2
25,872.00
27,720.00
6.5 Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm
m2
25,013.20
26,878.00
6.6 Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm
m2
24,331.80
26,202.00
6.7 Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm
m2
23,952.80
25,832.00
Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP
6.11 Pasang Pondasi Sumuran diameter 100 cm
03-2837-2008
413095359.xls
1/3 x Gal.tanah
6.11 Urugan Pasir
6.10
V
463,066.25
m'
6.1
03-6897-2008
(Rp)
6.4 Pengukuran dan Pemasangan Bouwplank
6.15 Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan
IV
MAKSIMUM
(Rp) 6 PEKERJAAN PERSIAPAN
6.10
03-2836-2008
MINIMUM
6.2 Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
6.1
III
SAT
6
6
PEKERJAAN DINDING
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP
PEKERJAAN PLESTERAN
12
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
VI
VII
SNI
03-3434-2008
03-7394-2008
413095359.xls
KODE
URAIAN PEKERJAAN
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
6.8 Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm
m2
23,573.80
25,462.00
6.9 Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm
m2
25,172.00
26,984.00
6.10 Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm
m2
23,539.00
25,451.50
6.11 Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm
m2
20,874.00
22,914.00
6.12 Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm
m2
20,994.00
23,034.00
6.13 Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm
m2
39,534.60
41,994.00
6.14
Memasang Plesteran 1Pc : 3Pp Tebal 20 mm
m2
32,020.40
34,061.00
6.15 Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm
m2
34,582.00
37,050.00
6.16 Memasang Plesteran 1Pc : 5Pp Tebal 20 mm
m2
33,478.60
35,974.00
6.17 Memasang Plesteran 1Pc : 6Pp Tebal 20 mm
m2
32,528.40
35,026.00
6.18 Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm
m2
29,021.00
31,764.00
6.19
m2
16,897.20
18,059.00
6.20 Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm
m'
22,522.00
24,251.25
6.23
m2
19,381.00
20,775.00
6.24 Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m')
m2
11,467.40
12,213.25
6.25 Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m')
m2
5,532.00
5,883.00
6.26
Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp
m2
24,477.00
26,146.25
6.27
Memasang Acian
m2
14,292.50
15,273.13
6
PEKERJAAN KAYU 6.1 Membuat Kosen Pintu & Jendela Kayu klas I
m3
21,543,800.00
22,185,950.00
6.2 Membuat Kosen Pintu & Jendela Kayu klas II atau III
m3
7,028,150.00
7,947,600.00
6.3 Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer)
m2
290,649.00
311,145.00
6.5 Membuat Daun Pintu Panel Kayu Klas I atau II
m2
398,550.00
427,350.00
6.6 Membuat Pintu & Jendela Kaca Kayu Klas I atau II
m2
277,120.00
297,480.00
6.7 Membuat Pintu & Jendela Jalusi Kayu Klas I atau II
m2
1,518,650.00
1,596,350.00
6.8 Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)
m2
321,345.00
345,265.00
6.9 Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II
m2
341,390.00
366,820.00
6.10 Membuat Jalusi mati Kosen Kayu Klas I atau II
m2
1,385,455.00
1,454,685.00 754,100.00
Memasang Berapen 1 Pc : 5Pp Tebal 15 mm Memasang Plesteran Ciprat 1Pc : 2 Pp
6.11 Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I
m2
714,310.00
6.12 Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II
m2
361,154.00
388,640.00
6.13 Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter
m3
6,444,800.00
7,278,900.00
6.14 Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I
m3
23,591,650.00
24,290,175.00
6.15 Memasang konstruksi Gording, Kayu Klas II
m3
6,146,200.00
6,957,300.00
6.16 Memasang Rangka Atap Genteng Keramik, Kayu Klas II
m2
98,915.00
112,115.00
6.17 Memasang Rangka Atap Genteng Beton, Kayu Klas II
m2
116,915.00
132,635.00
6.18 Memasang Rangka Atap Sirap, Kayu Klas II
m2
836,798.00
953,254.00
6.19 Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III
m2
100,675.00
113,215.00
6.20 Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III
m2
104,530.00
117,770.00
6.21 Memasang Listplank Uk. (3x20)cm Kayu klas I atau II
m'
240,215.00
252,065.00
6.22 Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II
m'
76,565.00
81,965.00
6.23 Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III 6.24 Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II
m2 m2
166,819.00 220,759.00
188,475.00 246,975.00
6.26 Memasang Dinding Lambriziring dari Papan klas I
m2
249,715.00
264,660.00
6.27 Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm
m2
25,203.00
27,171.00
6.28 Memasang Dinding Bilik, Rangka Kayu Klas III atau IV
m2
86,908.60
93,943.00
6.1 Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87
m3
497,474.50
516,584.39
6.2 Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78
m3
524,931.91
544,159.59
6.3 Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72
m3
546,607.83
565,934.39
6.4 Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87
m3
464,183.19
481,602.46
6.5 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66
m3
572,080.06
591,509.99
6.6 Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61
m3
596,650.43
616,205.62
6.7 Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58
m3
614,663.39
634,279.63
6.8 Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56
m3
627,031.91
646,738.16
6.9 Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53
m3
648,224.50
668,100.46
6.10 Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52
m3
654,848.57
674,772.09
6.11 Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49
m3
697,531.80
719,279.19
6.12 Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48
m3
706,170.69
727,986.92
6.17 Pembesian dg Besi Polos atau Besi Ulir
10 Kg
101,912.00
113,079.00
6.18 Kabel Presstresed Polos/strand
10 Kg
152,204.00
168,420.00
6.19 Jaring Kawat baja/Wire Mesh
1 Kg
15,818.00
18,089.00
6.20 Memasang Bekisting untuk Pondasi
m2
54,988.00
61,932.00
6.21
Memasang Bekisting untuk Sloof
m2
57,738.00
65,182.00
6.22
Memasang Bekisting untuk Kolom
m2
215,204.00
231,356.00
6.23
Memasang Bekisting untuk Balok
m2
228,704.00
245,756.00
6.24
Memasang Bekisting untuk Lantai
m2
283,204.00
303,356.00
6.25
Memasang Bekisting untuk Dinding
m2
269,204.00
288,856.00
6.26
Memasang Bekisting untuk Tangga
m2
209,304.00
224,356.00
6.27
Memasang Jembatan Cor
m2
37,889.00
42,255.00
6
PEKERJAAN BETON
13
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
SNI
KODE
URAIAN PEKERJAAN
SAT
MINIMUM
(Rp)
VIII
IX
03-3436-2002
03-2839-2008
XI
Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting)
m3
2,402,575.00
2,627,225.00
6.29
Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting)
m3
2,966,700.00
3,255,755.00
6.30 Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting)
m3
5,652,564.00
6,157,251.00
6.31 Membuat Balok Beton Bertulang (200 kg Besi + Bekisting)
m3
4,365,059.00
4,737,986.00
6.32 Membuat Balok Beton Bertulang (150 kg Besi + Bekisting)
m3
3,999,595.00
4,323,405.00
6.33 Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting)
m3
3,999,460.00
4,319,264.00
6.34 Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting)
m3
4,060,704.00
4,409,171.00
6.35 Membuat Kolom Penguat Beton Bertulang (11 x 11) cm
m'
43,774.50
48,002.00
6.36 Membuat Ring Balok Beton Bertulang (10 x 15) cm
m'
58,385.00
63,926.75
46,411.00
6
PEKERJAAN PENUTUP ATAP
6.1
Pasang Atap Genteng Plentong Kecil
m2
40,704.00
6.2
Pasang Atap Genteng Kodok / Glasur
m2
70,704.00
76,411.00
6.3
Pasang Atap Genteng Plentong Super / Besar
m2
57,914.00
62,172.00
6.4
Pasang Genteng Bubung Plentong
m'
48,886.00
51,810.00
6.5
Pasang Genteng Bubung Kodok / Glasur
m'
65,886.00
70,810.00
6.6
Pasang Genteng Bubung Plentong Besar
m'
60,386.00
63,810.00
6.9
Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm
m2
54,164.00
56,581.00
6.10 Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm
m2
53,876.00
56,274.00
6.12 Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm
m2
35,501.00
36,924.00
6.15 Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm
m2
34,136.00
36,555.00
6.30 Pasang Atap Genteng Beton
m2
44,270.00
47,440.00
6.33 Pasang Atap Sirap
m2
103,049.00
110,563.00
6.34 Pasang Nok Genteng Beton
m'
29,115.00
30,655.00
6.37 Pasang Nok Sirap
m'
58,813.00
62,960.00
6.38 Pasang Atap Seng Gelombang
m2
52,288.00
54,272.00
6.39 Pasang Atap Nok Seng
m'
27,938.00
29,266.00
6.42 Pasang Allumunium Foil / Sisalation
m2
13,894.00
14,730.00
6.1 Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm
m2
17,517.00
18,949.00
6.2 Memasang Langit-langit Akustik Ukuran (30x30) cm
m2
66,248.00
67,654.00
6.3 Memasang Langit-langit Akustik Ukuran (30x60) cm
m2
72,115.00
78,595.00
6.5 Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm
m2
27,180.00
29,340.00
6.6 Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm
m2
376,450.00
396,500.00
6.7 Memasng Langit-langit Gypsu Board, Uk (120x240) tebal 9 mm
m2
26,945.00
29,036.00
6.9 Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium
m2
129,975.00
137,025.00
m'
8,394.00
9,560.00
6
PEKERJAAN LANGIT-LANGIT
6
03-7393-2008
PEKERJAAN SANITASI 6.1 Memasang Closet Duduk / Mono Blok
Unit
1,103,925.00
1,329,447.00
6.2 Memasang Closet Jongkok Porselen
Unit
251,930.00
287,975.00
6.4 Memasang Urinoir
Unit
443,850.00
482,975.00
6.5 Memasang Wastafel
Unit
970,400.00
1,040,160.00
6.8 Memasang Bak Mandi Batu Bata Vol. 0,30 m3
828,190.91
Unit
763,900.00
6.14
Memasang Pipa Beton, Ø 15 cm - 20 cm
m'
47,230.00
55,489.00
6.15
Memasang Pipa Beton, Ø 30 cm - 100 cm
m'
242,287.00
268,631.75
6.20 Memasang Pipa Galvanis Ø ¾"
m'
35,719.33
37,515.00
6.23
Memasang Pipa Galvanis Ø 3"
m'
132,898.87
136,393.00
6.24
Memasang Pipa Galvanis Ø 4"
m'
165,479.90
169,201.83
6.25
Memasang Pipa PVC type AW Ø ½"
m'
11,189.90
11,881.00
6.29
Memasang Pipa PVC type AW Ø 2"
m'
20,466.10
26,088.17
6.31
Memasang Pipa PVC type AW Ø 3"
m'
40,259.63
45,242.92
6.33
Memasang Bak Cuci Piring Stainles Steel
Buah
304,314.50
335,367.50
6.35
Memasang Kran Ø ¾" atau ½"
Buah
12,515.00
20,360.00
6.36
Memasang Floor Drain
Buah
8,715.00
9,325.00
6
PEKERJAAN BESI & ALLUMUNIUM 6.1 Memasang Besi Profil
Kg
20,329.00
21,582.00
6.2 Memasang Rangka Kuda-kuda Baja IWF
kg
19,549.00
20,502.00
100 kg
21,970.00
22,662.00
m2
638,861.00
685,925.00
10 cm m2
16,609.50 314,658.00
18,617.50 327,110.00
6.8 Memasang Pintu Lipat (Folding Door)
m2
383,726.00
416,498.00
6.9 Sunscreen Allumunium
m2
303,172.00
320,980.00
6.10 Memasang Rolling Door Allumunium
m2
286,650.00
297,950.00
6.11 Memasang Kusen Pintu Allumunium
m'
82,593.80
85,764.60
6.12 Memasang Pintu Allumunium Strip Lebar 8 cm
m2
743,713.10
826,048.50
6.13 Memasang Pintu Kaca Rangka Allumunium
m2
192,570.00
222,308.00
6.14 Memasang Venetions Blinds & Vertical Blinds
m2
121,849.00
129,055.00
6.15 Memasang Terali Besi Strip (2x3) cm
m2
195,931.00
212,628.00
6.3 Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) 6.4 Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku 6.5 Mengerjakan Pengelasan dengan Las Listrik 6.7 Memasang Pintu Rolling Door Besi
413095359.xls
(Rp)
6.28
6.10 List Langit-Langit Kayu Profil X
MAKSIMUM
14
sat.pekerjaan
HARGA SATUAN PEKERJAAN NO.
SNI
XII
XIII
KODE
MAKSIMUM
(Rp)
(Rp)
220,972.55
246,727.43
6.17 Memasang Jendela Nako & Tralis
m2
26,293.00
28,535.00
6.18 Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm
m'
138,200.00
145,985.00
6.19 Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm
m'
63,724.00
67,760.00
157,525.00
PEKERJAAN KUNCI & KACA
6.2
Memasang Kunci Tanam Biasa
Buah
145,965.00
6.3
Memasang Kunci Kamar Mandi
Buah
65,482.50
72,012.50
6.4
Memasang Kunci Selinder
Buah
145,482.50
157,012.50
6.5
Memasang Engsel Pintu
Buah
12,447.50
16,987.50
6.6
Pasang Engsel Jendela Kupu-kupu
Buah
7,215.00
7,825.00
6.7
Pasang Engsel Angin
Buah
24,930.00
26,650.00
6.9
Pasang Kait Angin
Buah
12,157.25
22,683.75
6.10 Pasang Door Closer 6.11 Pasang Kunci Selot
Buah Buah
33,857.50 17,043.00
40,612.50 20,245.00
6.13 Pasang Door Stop
Buah
14,771.50
20,122.50
6.14 Pasang Rel Pintu Dorong
Buah
213,629.00
230,735.00
6.15 Pasang Kunci Lemari
Buah
19,425.00
22,803.75
6.16 Pasang Kaca tebal 3 mm
m2
62,157.25
68,183.75
6.17 Pasang Kaca tebal 5 mm
m2
73,155.00
79,182.25
6.20 Pasang Kaca Cermin tebal 5 mm
m2
102,857.25
104,483.75
6
PEKERJAAN PENUTUP LANTAI & DINDING m2
14,749.00
61,973.00
6.9 Memasang lantai Ubin Granito Uk. 40 x 40 cm 6.19 Pasang Plint Ubin PC Warna Uk. 10 x 20 cm
m2 m'
306,459.00 35,892.00
330,949.50 39,269.25
6.34 Memasang Lantai Keramik 33 x 33 cm 6.35 Memasang Lantai Keramik 30 x 30 cm
m2 m2
100,217.83 100,077.73
111,460.76 111,063.18
6.36 Pasang Lantai Keramik 20 x 20 cm 6.39 Memasang Plint Keramik Ukuran 10x20 cm
m2 m'
99,415.00 14,017.00
112,020.00 14,981.01
6.40 Memasang Plint Keramik Ukuran 10x10 cm
m'
19,542.00
20,842.78
6.43 Memasang Lantai Marmer Ukuran 1.00x1.00 cm 6.44 Memasang Lantai Karpet
m2 m2
455,654.50 89,877.00
476,271.88 94,624.00
6.46 Memasang Lantai Parquet Jati
m2
204,280.00
219,870.00
6.53 Memasang Dinding Keramik 10x20 cm,
m2
118,585.00
130,191.25
6.54 Memasang Dinding Keramik 20x20 cm,
m2
102,815.00
119,971.25
6.55 Memasang Dinding Marmer Ukuran 1.00x1.00 cm
m2
490,362.11
513,552.61
6.57 Memasang Dinding Batu Paros / Batu Tempel Hitam
m2
131,792.50
141,254.38
6.60 Memasang Wall Paper Lebar 50 cm 6.63 Memasang Plint Kayu Klas II Ukuran 2x10 cm
m2 m'
114,351.00 26,603.00
127,714.00 28,559.50
6.1 Mengikis / Mengerok Permukaan Cat Tembok Lama
m2
5,207.50
5,687.50
6.2 Mencuci Bidang Permukaan Tembok yang Pernah dicat
m2
5,157.50
5,687.50
6.3 Mengerok Karat Cat Lama permukaan Baja dg cara manual 6.4 Penyabun Permukaan Tembok Lama
m2 m2
5,157.50 5,157.50
5,687.50 5,687.50
6.6 Mendempul dan Menggosok Kayu
m2
4,387.50
4,780.50
m2 m2
15,525.00 18,777.50
16,980.00 20,275.50
m2
25,947.50
27,819.50
m2 m2 m2 m2 m2
17,102.50 24,365.50 4,133.00 17,242.50 9,561.00
18,262.50 26,026.50 4,515.00 18,619.50 10,383.60
m2
6,766.50
7,347.90
6
PEKERJAAN PENGECATAN
6.7 Pengecatan Bidang Lama 6.8 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup 6.9 Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup 6.10 Pelaburan Bidang Kayu dg Teak Oil 6.11 Pelaburan Bidang Kayu dg Politur 6.12 Pelaburan Bidang Kayu dg Cat Residu & Ter 6.13 Pelaburan Bidang Kayu dg Vernis 6.14 Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) 6.15 Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup)
413095359.xls
MINIMUM
m2
6.3 Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm
XIV 03-24
SAT
6.16 Memasang Kawat Nyamuk
6
03-7395-2008
URAIAN PEKERJAAN
15
sat.pekerjaan
DAFTAR SUMBER DATA D A E R A H
: :
ANALISA
PE K E R JAAN
PASARAN B E BAS KOTA SEMARANG EDISI KEDUA 2012
HARGA BAHAN/UPAH No.
SNI
I
03-2835-2002
KODE
KOEF
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PERSIAPAN 6.2
1
m'
6.2.1 1.25
463,066.25
428,390.00
439,426.25 22,500.00
2.5
Kg
1.2
Lbr Seng Gelombang 3" - 5"
Portalnd Semen
18,000.00
21,250.00
1,050.00
1,062.50
2,625.00
2,656.25
65,000.00
67,000.00
78,000.00
80,400.00
m3 Pasir Beton
140,000.00
150,000.00
700.00
750.00
0.009
m3 Koral Beton
115,000.00
120,000.00
1,035.00
1,080.00
0.072
m3 Kayu 5/7X4m Kayu Kruing
331,200.00
4,500,000.00
4,600,000.00
324,000.00
0.06
Kg
Paku Biasa 2" - 5"
13,000.00
14,000.00
780.00
840.00
0.45
Kg
Meni Besi
13,000.00
18,000.00
5,850.00
8,100.00
21,760.00
23,640.00
Tenaga 0.2
OH Tukang Kayu
40,000.00
43,000.00
8,000.00
8,600.00
0.4
OH Pekerja
30,000.00
33,000.00
12,000.00
13,200.00
0.02
OH Kepala Tukang
45,000.00
47,000.00
900.00
940.00
0.02
OH Mandor
43,000.00
45,000.00
860.00
900.00
Pengukuran dan Pemasangan Bouwplank
93,425.00
97,375.00
Bahan
85,760.00
89,080.00 55,200.00
1 0.012 0.02 0.007
m'
m3 Kayu 5/7x 4m Kayu Kruing Kg
Paku Biasa 2" - 5"
m3 Kayu Papan 3/20 Kruing
6.4.2
4,500,000.00
4,600,000.00
54,000.00
13,000.00
14,000.00
260.00
280.00
4,500,000.00
4,800,000.00
31,500.00
33,600.00
7,665.00
8,295.00
0.1
OH Tukang Kayu
Tenaga 40,000.00
43,000.00
4,000.00
4,300.00
0.1
OH Pekerja
30,000.00
33,000.00
3,000.00
3,300.00
OH Kepala Tukang
45,000.00
47,000.00
450.00
470.00
OH Mandor
43,000.00
45,000.00
215.00
225.00
506,785.00
552,587.50
311,135.00
341,237.50
0.01 0.005 1
m2 Pembuatan Kantor Sementara dg Lantai Plesteran
6.5.1
Bahan 1.25
Btg Kayu Dolken Ø 8 - 10 / 4 m
0.18
m3 Kayu
0.85
Kg
1.1
Kg Kg
Portland Sement
35
17,000.00
18,000.00
21,250.00
22,500.00
750,000.00
850,000.00
135,000.00
153,000.00
Paku Biasa 2" - 5"
13,000.00
14,000.00
11,050.00
11,900.00
Besi Strip
11,000.00
12,000.00
12,100.00
13,200.00
1,050.00
1,062.50
36,750.00
37,187.50
m3 Pasir pasang
125,000.00
140,000.00
18,750.00
21,000.00
0.1
m3 Pasir Beton
140,000.00
150,000.00
14,000.00
15,000.00
0.15
m3 Koral Beton
115,000.00
120,000.00
17,250.00
18,000.00
400.00
450.00
12,000.00
13,500.00
Lbr Seng Plat
18,000.00
20,000.00
4,500.00
5,000.00
2 buah Jendela Naco
7,000.00
7,500.00
14,000.00
15,000.00
50,000.00
55,000.00
4,000.00
4,400.00
45,000.00
50,000.00
6,750.00
7,500.00
2,250.00
2,500.00
675.00
750.00
51,000.00
55,000.00
3,060.00
3,300.00
0.15
30 buah Batu bata Merah 0.25 0.08
m2 Kaca Polos
0.15 buah Kunci Tanam 0.3 buah Engsel 0.06
Lbr Plywood 4 mm
6.5.2
195,650.00
211,350.00
2
OH Tukang Kayu
Tenaga 40,000.00
43,000.00
80,000.00
86,000.00
1
OH Tukang Batu
40,000.00
43,000.00
40,000.00
43,000.00
2
OH Pekerja
30,000.00
33,000.00
60,000.00
66,000.00
OH Kepala Tukang
45,000.00
47,000.00
13,500.00
14,100.00
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
429,475.00
465,806.25
308,325.00
335,156.25
0.3 0.05 6.6
17,000.00
0.005
6.4.1
6.5
450,150.00
Bahan Btg Kayu Dolken diameter 8 - 10 / 400 cm
6.2.2
6.4
Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
1
m2 Pembuatan Gudang Semen dan Alat-alat
6.6.1
Bahan 1.7 0.21
Btg Kayu Dolken diameter 8 - 10 / 400 cm m3 Kayu
17,000.00
18,000.00
28,900.00
30,600.00
750,000.00
850,000.00
157,500.00
178,500.00
13,000.00
14,000.00
3,900.00
4,200.00
1,050.00
1,062.50
11,025.00
11,156.25 4,200.00
0.3
Kg
Paku Biasa 2" - 5"
10.5
Kg
Portland Semen
0.03
m3 Pasir Beton
125,000.00
140,000.00
3,750.00
0.05
m3 Koral Beton
115,000.00
120,000.00
5,750.00
6,000.00
65,000.00
67,000.00
97,500.00
100,500.00
1.5
Lbr Seng Gelombang BJLS 32
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.6.2
Tenaga
MAKSIMUM Rp
121,150.00
130,650.00
43,000.00
80,000.00
86,000.00
1
OH Pekerja
30,000.00
33,000.00
30,000.00
33,000.00
OH Kepala Tukang
45,000.00
47,000.00
9,000.00
9,400.00
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
5,150.00
5,550.00
5,150.00
5,550.00
1
m2 Membersihkan Lapangan dan Perataan Tenaga
0.1
OH Pekerja
30,000.00
33,000.00
3,000.00
3,300.00
0.05
OH Mandor
43,000.00
45,000.00
2,150.00
2,250.00
22,820.90
27,462.50
1 m2
6.11.1
Pembuatan Steger dari Bambu Uk. 40 x 50 x 20 cm Bahan
1
8,375.00
11,750.00
Btg Bambu diameter 6 - 8 / 600 cm
7,000.00
10,000.00
7,000.00
10,000.00
0.25
Kg
5,500.00
7,000.00
1,375.00
1,750.00
14,445.90
15,712.50
0.17
OH Tukang Kayu
40,000.00
43,000.00
6,800.00
7,310.00
0.25
OH Pekerja
30,000.00
33,000.00
7,500.00
8,250.00
OH Kepala Tukang
45,000.00
47,000.00
90.00
94.00
OH Mandor
43,000.00
45,000.00
55.90
58.50
214,329.00
234,996.00
214,329.00
234,996.00
6.11.2
Tali Ijuk Tenaga
0.002 0.0013 1
6.13.2
6.14
JUMLAH MINIMUM Rp
40,000.00
6.8.2
6.13
MAKSIMUM Rp
OH Tukang Kayu
0.05
6.11
MINIMUM Rp
2 0.2
6.8
URAIAN PAKERJAAN
SAT.
m3 Bongkaran Beton Bertulang Tenaga
6.667
OH Pekerja
30,000.00
33,000.00
200,010.00
220,011.00
0.333
OH Mandor
43,000.00
45,000.00
14,319.00
14,985.00
201,429.00
221,496.00
201,429.00
221,496.00
1
6.14.2
m3 Bongkaran Dinding Tembok Bata Merah Tenaga
6.667
OH Pekerja
30,000.00
33,000.00
200,010.00
220,011.00
0.033
OH Mandor
43,000.00
45,000.00
1,419.00
1,485.00
HARGA BAHAN/UPAH No.
SNI
II
03-2835 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN TANAH 6.1 6.1.2
6.2 6.2.2
6.3 6.3.2
6.4 6.4.2
6.5 6.5.2
6.6 6.6.2
6.7 6.7.2
6.8 6.8.2
1
m3
0.75 0.025
OH OH
1
m3
0.90 0.045
OH OH
1
m3
1.05 0.067
OH OH
1
m3
1.000 0.032
OH OH
1
m3
1.50 0.060
OH OH
1
m3
1.200 0.045
OH OH
1
m2
0.05 0.005
OH OH
1
m3
Menggali Tanah Biasa Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Biasa Sedalam 2 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Biasa Sedalam 3 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Keras Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Cadas Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Menggali Tanah Lumpur Sedalam 1 m Tenaga Pekerja Mandor
30,000.00 43,000.00
Mengerjakan Striping Tebing Setinggi 1 m Tenaga Pekerja Mandor
0.330 0.010
OH OH
MembuangTanah sejauh 30 m' Tenaga Pekerja Mandor
6.9
1
m3
Urugan Kembali (dihitung 1/3 kali indeks pekerjaan galian)
6.10 6.10.2
1
m3
0.5 0.05
OH OH
Pemadatan Tanah (per 20 cm) Tenaga Pekerja Mandor
1
m3
1.2
6.11 6.11.1
6.12 6.12.1
30,000.00 43,000.00
33,000.00 45,000.00
28,935.00 28,935.00 27,000.00 1,935.00
31,725.00 31,725.00 29,700.00 2,025.00
33,000.00 45,000.00
34,381.00 34,381.00 31,500.00 2,881.00
37,665.00 37,665.00 34,650.00 3,015.00
33,000.00 45,000.00
31,376.00 31,376.00 30,000.00 1,376.00
34,440.00 34,440.00 33,000.00 1,440.00
33,000.00 45,000.00
47,580.00 47,580.00 45,000.00 2,580.00
52,200.00 52,200.00 49,500.00 2,700.00
33,000.00 45,000.00
37,935.00 37,935.00 36,000.00 1,935.00
41,625.00 41,625.00 39,600.00 2,025.00
33,000.00 45,000.00
1,715.00 1,715.00 1,500.00 215.00
1,875.00 1,875.00 1,650.00 225.00
33,000.00 45,000.00
10,330.00 10,330.00 9,900.00 430.00
11,340.00 11,340.00 10,890.00 450.00
33,000.00 45,000.00
17,150.00 17,150.00 15,000.00 2,150.00
18,750.00 18,750.00 16,500.00 2,250.00 112,350.00 102,000.00 102,000.00
m3
75,000.00
85,000.00
0.3 0.01
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
9,430.00 9,000.00 430.00
10,350.00 9,900.00 450.00
1
m3
0.40 0.135 0.948
m3 m3 m3
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL Bahan Pasir Pasang Kapur Padam Tanah Liat
125,000.00 195,000.00 45,000.00
140,000.00 210,000.00 50,000.00
164,225.00 118,985.00 50,000.00 26,325.00 42,660.00
180,830.00 131,750.00 56,000.00 28,350.00 47,400.00
0.800 0.400 0.04 0.080
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
45,240.00 24,000.00 16,000.00 1,800.00 3,440.00
49,080.00 26,400.00 17,200.00 1,880.00 3,600.00
1
m2
6.0
kg
Pemasangan Lapisan Ijuk tebal 10 cm Bahan Ijuk
5,500.00
7,000.00
38,145.00 33,000.00 33,000.00
47,625.00 42,000.00 42,000.00
0.15 0.015
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
5,145.00 4,500.00 645.00
5,625.00 4,950.00 675.00
1
m3
1.2
m3
Mengurug Sirtu Padat untuk Peninggian Lantai Bangunan Bahan Sirtu
115,000.00
120,000.00
146,575.00 138,000.00 138,000.00
153,375.00 144,000.00 144,000.00
0.25 0.025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
8,575.00 7,500.00 1,075.00
9,375.00 8,250.00 1,125.00
6.14.2
6.15 6.15.1
30,000.00 43,000.00
25,875.00 25,875.00 24,750.00 1,125.00
99,430.00 90,000.00 90,000.00
6.12.2
6.14 6.14.1
30,000.00 43,000.00
33,000.00 45,000.00
23,575.00 23,575.00 22,500.00 1,075.00
Urugan Pasir Bahan Pasir Urug
6.11.2
6.15.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/18
abk 2-14
HARGA BAHAN/UPAH No.
SNI
III
03-2835 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PONDASI 6.1 6.1.1
1
m3
1.2 202 0.485
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 3 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 163 0.52
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 4 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 136 0.544
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 5 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 117 0.561
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 6 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 91 0.584
m3 Kg m3
Memasang Pondasi Batu Kali 1Pc : 8 PP Bahan Batu Belah 15/20 Portland Sement Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
1.2 0.17 0.17 0.340
m3 m3 Kg m3
Memasang Pondasi Batu Kali 1Kp : 1Sm : 2Pp Bahan Batu Belah 15/20 Kapur Pasang (KP) Semen Merah (SM) Pasir Pasang
1.5 0.750 0.075 0.075
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
6.1.2
6.2 6.2.1
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
1.2 61 0.147 0.492
m3 kg m3 m3
6.7.2 .
413095359.xls
URAIAN PAKERJAAN
SAT.
1.5 0.750 0.075 0.075
OH OH OH OH
Memasang Pondasi Batu Kali, 1 Pc : 3 Kp : 10 PP Bahan Batu Belah 15/20 Portland Sement Kapur Pasang Pasir Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
53/19
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
498,325.00 416,725.00 144,000.00 212,100.00 60,625.00
527,175.00 438,525.00 156,000.00 214,625.00 67,900.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
461,750.00 380,150.00 144,000.00 171,150.00 65,000.00
490,637.50 401,987.50 156,000.00 173,187.50 72,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
436,400.00 354,800.00 144,000.00 142,800.00 68,000.00
465,310.00 376,660.00 156,000.00 144,500.00 76,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
418,575.00 336,975.00 144,000.00 122,850.00 70,125.00
447,502.50 358,852.50 156,000.00 124,312.50 78,540.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 125,000.00
130,000.00 1,062.50 140,000.00
394,150.00 312,550.00 144,000.00 95,550.00 73,000.00
423,097.50 334,447.50 156,000.00 96,687.50 81,760.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 195,000.00 120,000.00 125,000.00
130,000.00 210,000.00 150,000.00 140,000.00
321,650.00 240,050.00 144,000.00 33,150.00 20,400.00 42,500.00
353,450.00 264,800.00 156,000.00 35,700.00 25,500.00 47,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 1,050.00 195,000.00 125,000.00
130,000.00 1,062.50 210,000.00 140,000.00
379,815.00 298,215.00 144,000.00 64,050.00 28,665.00 61,500.00
409,212.50 320,562.50 156,000.00 64,812.50 30,870.00 68,880.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
abk 3-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.8 6.8.1
KOEF 1 1.2 41 0.131 0.492
m3 m3 kg m3 m3
6.8.2 .
6.9 6.9.1
6.9.2 .
6.10 6.10.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
120,000.00 1,050.00 195,000.00 125,000.00
130,000.00 1,062.50 210,000.00 140,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
81,600.00 45,000.00 30,000.00 3,375.00 3,225.00
88,650.00 49,500.00 32,250.00 3,525.00 3,375.00
120,000.00 75,000.00
130,000.00 85,000.00
218,832.00 176,400.00 144,000.00 32,400.00
238,818.00 192,720.00 156,000.00 36,720.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
42,432.00 23,400.00 15,600.00 1,755.00 1,677.00
46,098.00 25,740.00 16,770.00 1,833.00 1,755.00
130,000.00 10,000.00 1,062.50 150,000.00 120,000.00 15,000.00
1,663,375.00 1,517,100.00 57,600.00 1,134,000.00 203,700.00 43,680.00 53,820.00 24,300.00
1,817,980.00 1,658,485.00 62,400.00 1,260,000.00 206,125.00 46,800.00 56,160.00 27,000.00
33,000.00 43,000.00 47,000.00 45,000.00
146,275.00 102,000.00 34,000.00 3,825.00 6,450.00
159,495.00 112,200.00 36,550.00 3,995.00 6,750.00
120,000.00 1,050.00 140,000.00 115,000.00
130,000.00 1,062.50 150,000.00 120,000.00
467,917.00 355,200.00 54,000.00 203,700.00 43,680.00 53,820.00
490,300.00 367,585.00 58,500.00 206,125.00 46,800.00 56,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
112,717.00 72,000.00 32,000.00 3,600.00 5,117.00
122,715.00 79,200.00 34,400.00 3,760.00 5,355.00
1
m3
1.2 0.432
m3 m3
Pasang Pondasi Batu Kosong Bahan Batu Belah 15/20 Pasir Urug
0.78 0.39 0.039 0.039
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
0.480 126 194 0.312 0.468 1.8
m3
Kg Kg m3 m3 Kg
Pasang Pondasi Siklop, 60% Beton Camp. 1PC : 2PB : 3KR & 40% Batu Belah Bahan Batu Belah 15/20 cm 120,000.00 Besi Beton 9,000.00 Portland Semen 1,050.00 Pasir Beton 140,000.00 Koral Beton 115,000.00 Kawat Beton 13,500.00
3.4 0.85 0.085 0.15
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
0.45 194 0.312 0.468
m3 Kg m3 m3
Pasang Pondasi Sumuran diameter 100 cm Bahan Batu Belah 15/20 cm Portland Semen Pasir Beton Koral Beton
2.40 0.8 0.08 0.119
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/20
MAKSIMUM Rp
JUMLAH MINIMUM Rp 355,695.00 274,095.00 144,000.00 43,050.00 25,545.00 61,500.00
OH OH OH OH
6.11.2
413095359.xls
Memasang Pondasi Batu Kali, ¼ Pc : 1Kp : 4 PP Bahan Batu Belah 15/20 Portland Sement Kapur Pasang Pasir
MINIMUM Rp
1.5 0.750 0.075 0.075
6.10.2
6.11 6.11.1
URAIAN PAKERJAAN
SAT.
MAKSIMUM Rp 384,602.50 295,952.50 156,000.00 43,562.50 27,510.00 68,880.00
abk 3-14
HARGA BAHAN/UPAH No.
SNI
IV
03-6897 - 2008
KODE
KOEF
P E K E R JAAN 6.1 6.1.1
1 m2 140 43.5 0.08
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.1.2
6.2 6.2.1
140 32.95 0.091
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.2.2
6.3 6.3.1
140 26.55 0.093
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.3.2
6.4 6.4.1
140 22.2 0.102
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.4.2
6.5 6.5.1
140 18.5 0.122
Buah Kg m3
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
6.5.2
6.6 6.6.1
140 10.08 0.0925 0.0275
Buah Kg m3 m3
6.6.2
6.7 6.7.1
0.6 0.2 0.02 0.03
OH OH OH OH
1
m2
70 18.95 0.038
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
6.7.2
413095359.xls
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
DINDING
Memasang Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1Pc : 2Pp Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00
450.00 1,062.50 140,000.00
139,865.00 111,675.00 56,000.00 45,675.00 10,000.00
151,108.75 120,418.75 63,000.00 46,218.75 11,200.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
130,162.50 101,972.50 56,000.00 34,597.50 11,375.00
141,439.38 110,749.38 63,000.00 35,009.38 12,740.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
123,692.50 95,502.50 56,000.00 27,877.50 11,625.00
134,919.38 104,229.38 63,000.00 28,209.38 13,020.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
120,250.00 92,060.00 56,000.00 23,310.00 12,750.00
131,557.50 100,867.50 63,000.00 23,587.50 14,280.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
118,865.00 90,675.00 56,000.00 19,425.00 15,250.00
130,426.25 99,736.25 63,000.00 19,656.25 17,080.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3 KP :10PP Bahan Bata Merah 400.00 450.00 Portland Semen (PC) 1,050.00 1,062.50 Pasir Pasang (PP) 125,000.00 140,000.00 Kapur Pasang (KP) 195,000.00 210,000.00
111,699.00 83,509.00 56,000.00 10,584.00 11,562.50 5,362.50
123,125.00 92,435.00 63,000.00 10,710.00 12,950.00 5,775.00
33,000.00 43,000.00 47,000.00 45,000.00
28,190.00 18,000.00 8,000.00 900.00 1,290.00
30,690.00 19,800.00 8,600.00 940.00 1,350.00
450.00 1,062.50 140,000.00
66,742.50 52,647.50 28,000.00 19,897.50 4,750.00
72,299.38 56,954.38 31,500.00 20,134.38 5,320.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 3PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 4PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 5PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1Pc : 6PP Bahan Bata Merah 400.00 Portland Semen (PC) 1,050.00 Pasir Pasang (PP) 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Tenaga Pekerja Tukang Batu Kepala Tukang Batu Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 2PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/21
abk 4-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.8 6.8.1
KOEF
SAT. 1
m2
70 14.37 0.04
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.8.2
6.9 6.9.1
70 11.50 0.043
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.9.2
6.10 6.10.1
70 9.68 0.045
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.10.2
6.11 6.11.1
70 8.32 0.049
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.11.2
6.12 6.12.1
70 6.50 0.05
Buah Kg m3
0.30 0.1 0.01 0.015
OH OH OH OH
1
m2
6.12.2
6.13 6.13.1
70 4.5 0.05 0.015
Buah Kg m3 m3
0.30 0.1 0.01 0.015
OH OH OH OH
6.13.2
413095359.xls
URAIAN PAKERJAAN
MINIMUM Rp Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00
JUMLAH
450.00 1,062.50 140,000.00
MINIMUM Rp 62,183.50 48,088.50 28,000.00 15,088.50 5,000.00
MAKSIMUM Rp 67,713.13 52,368.13 31,500.00 15,268.13 5,600.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
59,545.00 45,450.00 28,000.00 12,075.00 5,375.00
65,083.75 49,738.75 31,500.00 12,218.75 6,020.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
57,884.00 43,789.00 28,000.00 10,164.00 5,625.00
63,430.00 48,085.00 31,500.00 10,285.00 6,300.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
56,956.00 42,861.00 28,000.00 8,736.00 6,125.00
62,545.00 47,200.00 31,500.00 8,840.00 6,860.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
450.00 1,062.50 140,000.00
55,170.00 41,075.00 28,000.00 6,825.00 6,250.00
60,751.25 45,406.25 31,500.00 6,906.25 7,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 3KP : 10PP Bahan Bata Merah 5 x 11 x 22 400.00 450.00 Portland Semen 1,050.00 1,062.50 Pasir Pasang 125,000.00 140,000.00 Kapur Padam 195,000.00 210,000.00
55,995.00 41,900.00 28,000.00 4,725.00 6,250.00 2,925.00
61,776.25 46,431.25 31,500.00 4,781.25 7,000.00 3,150.00
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 4PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 5PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 6PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1Pc : 8PP Bahan Bata Merah 5 x 11 x 22 400.00 Portland Semen 1,050.00 Pasir Pasang 125,000.00 Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
30,000.00 40,000.00 45,000.00 43,000.00
53/22
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
abk 4-14
HARGA BAHAN/UPAH No.
SNI
V
03-2837 - 2008
KODE
KOEF
PEKERJAAN 6.1 6.1.1
6.2 6.2.1
m2
15.504 0.016
Kg m3
Memasang Plesteran 1 Pc : 1 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
10.224 0.020
Kg m3
Memasang Plesteran 1 Pc : 2 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
7.776 0.023
Kg m3
Memasang Plesteran 1 Pc : 3 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.240 0.024
Kg m3
Memasang Plesteran 1 Pc : 4 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.184 0.026
Kg m3
Memasang Plesteran 1 Pc : 5 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
4.416 0.027
Kg m3
Memasang Plesteran 1 Pc : 6 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.936 0.028
Kg m3
Memasang Plesteran 1 Pc : 7 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.456 0.029
Kg m3
Memasang Plesteran 1 Pc : 8 Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.30 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.760 0.003 0.013
Kg m3 m3
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
6.8.2
6.9 6.9.1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PLESTERAN
1
6.1.2
413095359.xls
URAIAN PAKERJAAN
SAT.
Memasang Plesteran 1 Pc : 1/2 Kp : 3 Pp Tebal 15 mm Bahan Portland Semen Kapur Pasang Pasir Pasang
53/23
1,050.00 125,000.00
1,062.50 140,000.00
34,599.20 18,279.20 16,279.20 2,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
29,555.20 13,235.20 10,735.20 2,500.00
31,393.00 13,663.00 10,863.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
27,359.80 11,039.80 8,164.80 2,875.00
29,212.00 11,482.00 8,262.00 3,220.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
25,872.00 9,552.00 6,552.00 3,000.00
27,720.00 9,990.00 6,630.00 3,360.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
25,013.20 8,693.20 5,443.20 3,250.00
26,878.00 9,148.00 5,508.00 3,640.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
24,331.80 8,011.80 4,636.80 3,375.00
26,202.00 8,472.00 4,692.00 3,780.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00
30,000.00 40,000.00 45,000.00 43,000.00
1,050.00 125,000.00
1,062.50 140,000.00
23,952.80 7,632.80 4,132.80 3,500.00
25,832.00 8,102.00 4,182.00 3,920.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00 125,000.00
1,062.50 140,000.00
23,573.80 7,253.80 3,628.80 3,625.00
25,462.00 7,732.00 3,672.00 4,060.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,062.50 210,000.00 140,000.00
25,172.00 8,258.00 6,048.00 585.00 1,625.00
26,984.00 8,570.00 6,120.00 630.00 1,820.00
1,050.00 195,000.00 125,000.00
36,443.00 18,713.00 16,473.00 2,240.00
9,900.00 6,450.00 705.00 675.00
abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.9.2
6.10 6.10.1
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
0.36 0.12 0.012 0.018
OH OH OH OH
1
m2
3 0.005 0.020
kg m3 m3
Memasang Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm Bahan Portland Semen Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
0.009 0.009 0.009
m3 m3 m3
Memasang Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
0.007 0.007 0.015
m3 m3 m3
Memasang Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.36 0.12 0.012 0.018
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
13.632 0.027
kg m3
Memasang Plesteran 1 Pc : 2 Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.40 0.20 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
10.368 0.031
Kg m3
Memasang Plesteran 1Pc : 3Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.26 0.2 0.02 0.013
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
8.320 0.032
kg m3
Memasang Plesteran 1 Pc : 4 Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.40 0.20 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.912 0.035
Kg m3
Memasang Plesteran 1Pc : 5Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
0.400 0.200 0.020 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.888 0.036
Kg m3
6.10.2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
1,050.00 195,000.00 125,000.00
1,062.50 210,000.00 140,000.00
23,539.00 6,625.00 3,150.00 975.00 2,500.00
25,451.50 7,037.50 3,187.50 1,050.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
20,874.00 3,960.00 1,080.00 1,755.00 1,125.00
22,914.00 4,500.00 1,350.00 1,890.00 1,260.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
20,994.00 4,080.00 840.00 1,365.00 1,875.00
23,034.00 4,620.00 1,050.00 1,470.00 2,100.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,914.00 10,800.00 4,800.00 540.00 774.00
18,414.00 11,880.00 5,160.00 564.00 810.00
1,050.00 125,000.00
1,062.50 140,000.00
39,534.60 17,688.60 14,313.60 3,375.00
41,994.00 18,264.00 14,484.00 3,780.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
32,020.40 14,761.40 10,886.40 3,875.00
34,061.00 15,356.00 11,016.00 4,340.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
17,259.00 7,800.00 8,000.00 900.00 559.00
18,705.00 8,580.00 8,600.00 940.00 585.00
1,050.00 125,000.00
1,062.50 140,000.00
34,582.00 12,736.00 8,736.00 4,000.00
37,050.00 13,320.00 8,840.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
33,478.60 11,632.60 7,257.60 4,375.00
35,974.00 12,244.00 7,344.00 4,900.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,846.00 12,000.00 8,000.00 900.00 946.00
23,730.00 13,200.00 8,600.00 940.00 990.00
1,062.50 140,000.00
32,528.40 10,682.40 6,182.40 4,500.00
35,026.00 11,296.00 6,256.00 5,040.00
30,000.00 40,000.00 45,000.00 43,000.00
\
6.11 6.11.1
6.11.2
6.12 6.12.1
6.12.2
6.13 6.13.1
6.13.2
6.14 6.14.1
6.14.2
6.15 6.15.1
6.15.2
6.16 6.16.1
6.16.2
6.17 6.17.1
413095359.xls
Memasang Plesteran 1Pc : 6Pp Tebal 20 mm Bahan Portland Semen Pasir Pasang
53/24
1,050.00 125,000.00
abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.17.2
6.18 6.18.1
OH OH OH OH
1
m2
0.009 0.009 0.018
m3 m3 m3
Memasang Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm Bahan Semen Merah Kapur Padam Pasir Pasang
0.440 0.22 0.022 0.022
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
5.184 0.026
Kg m3
Memasang Berapen 1 Pc : 5Pp Tebal 15 mm Bahan Portland Semen Pasir Pasang
0.15 0.075 0.008 0.008
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m'
0.5 0.013
Kg m3
Memasang Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm Bahan Portland Semen Pasir Pasang
0.080 0.40 0.040 0.004
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
4.32 0.006
Kg m3
Memasang Plesteran Ciprat 1Pc : 2 Pp Bahan Portland Semen Pasir Pasang
0.30 0.1 0.01 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
3.108
Kg
Memasang Finishing Siar Pasangan Dinding Bata Merah (=20 m') Bahan Portland Semen
0.15 0.075 0.008 0.008
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
1.600
Kg
Memasang Finishing Siar Pasangan Dinding Conblock ekspose (=8 m') Bahan Portland Semen
0.070 0.035 0.004 0.004
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
1
m2
6.34 0.012
Kg m3
Memasang Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp Bahan Pc PP
0.3 0.15 0.015 0.015
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6.19.2
6.20 6.20.1
6.20.2
6.23 6.23.1
6.23.2
6.24 6.24.1
6.24.2
6.25 6.25.1
6.25.2
6.26 6.26.1
6.26.2
6.27 6.27.1
1
m2
3.25
Kg
Memasang Acian Bahan Portland Semen
0.20 0.10 0.010 0.010
OH OH OH OH
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
6.27.2
413095359.xls
Tenaga Pekerja Tukang batu Kepala Tukang Mandor
0.40 0.2 0.02 0.022
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
53/25
JUMLAH
33,000.00 43,000.00 47,000.00 45,000.00
MINIMUM Rp 21,846.00 12,000.00 8,000.00 900.00 946.00
MAKSIMUM Rp 23,730.00 13,200.00 8,600.00 940.00 990.00
120,000.00 195,000.00 125,000.00
150,000.00 210,000.00 140,000.00
29,021.00 5,085.00 1,080.00 1,755.00 2,250.00
31,764.00 5,760.00 1,350.00 1,890.00 2,520.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,936.00 13,200.00 8,800.00 990.00 946.00
26,004.00 14,520.00 9,460.00 1,034.00 990.00
1,050.00 125,000.00
1,062.50 140,000.00
16,897.20 8,693.20 5,443.20 3,250.00
18,059.00 9,148.00 5,508.00 3,640.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
1,050.00 125,000.00
1,062.50 140,000.00
22,522.00 2,150.00 525.00 1,625.00
24,251.25 2,351.25 531.25 1,820.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,372.00 2,400.00 16,000.00 1,800.00 172.00
21,900.00 2,640.00 17,200.00 1,880.00 180.00
1,050.00 125,000.00
1,062.50 140,000.00
19,381.00 5,286.00 4,536.00 750.00
20,775.00 5,430.00 4,590.00 840.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,095.00 9,000.00 4,000.00 450.00 645.00
15,345.00 9,900.00 4,300.00 470.00 675.00
1,050.00
1,062.50
11,467.40 3,263.40 3,263.40
12,213.25 3,302.25 3,302.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
1,050.00
1,062.50
5,532.00 1,680.00 1,680.00
5,883.00 1,700.00 1,700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,852.00 2,100.00 1,400.00 180.00 172.00
4,183.00 2,310.00 1,505.00 188.00 180.00
1,050.00 125,000.00
1,062.50 140,000.00
24,477.00 8,157.00 6,657.00 1,500.00
26,146.25 8,416.25 6,736.25 1,680.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,320.00 9,000.00 6,000.00 675.00 645.00
17,730.00 9,900.00 6,450.00 705.00 675.00
1,050.00
1,062.50
14,292.50 3,412.50 3,412.50
15,273.13 3,453.13 3,453.13
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
10,880.00 6,000.00 4,000.00 450.00 430.00
11,820.00 6,600.00 4,300.00 470.00 450.00
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
abk 5-14
HARGA BAHAN/UPAH No.
SNI
VI
03-3434 - 2008
KODE
6.1
KOEF
m3
1.1 1.25 1
m3 kg kg
7 21 2.10 0.35
OH OH OH OH
1
m3
1.2 1.25 1
m3 kg kg
6.00 18.00 1.80 0.30
OH OH OH OH
1
m2
0.040 0.05
m3 Kg
Membuat Pintu KlampStandard Kayu Klas II (Kayu Kamfer) Bahan Kayu Klas II (Kamfer), papan Paku Biasa 2" - 5 "
0.35 1.05 0.105 0.018
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.050
m3 kg
1 3.0 0.30 0.05
OH OH OH OH
1
m2
0.024 0.300
m3 kg
0.800 2.400 0.240 0.040
OH OH OH OH
1
m2
0.064 0.5
m3 kg
1 3 0.3 0.05
OH OH OH OH
1
m2
0.025 0.030 0.500 1.000
m3 Kg Ltr Lbr
Membuat Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm) Bahan Kayu Klas II (Kamfer), papan 5,800,000.00 Paku Biasa 1/2" - 1" 13,000.00 Lem Kayu 18,000.00 Plywood tebal 4 mm uk.90x220cm 51,000.00
0.700 2.100 0.210 0.035
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0256 0.03 0.5 1
m3 Kg Ltr Lbr
0.800 2.400 0.240 0.040
OH OH OH OH
6.1.2
6.2.2
6.3 6.3.1
6.3.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
6.8.2
6.9 6.9.1
6.9.2
413095359.xls
PEKERJAAN K A Y U Membuat Kosen Pintu & Jendela Kayu klas I Bahan Kayu Klas I (Jati) , Balok Paku Biasa 2" - 5 " Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
1
6.1.2
6.2 6.2.1
URAIAN PAKERJAAN
SAT.
Membuat Kosen Pintu & Jendela Kayu klas II atau III Bahan Kayu Klas II (Kamfer) , Balok Paku Biasa 2" - 5 " Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
Membuat Daun Pintu Panel Kayu Klas I atau II Bahan Kayu Klas II (Kamfer), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Membuat Pintu & Jendela Kaca Kayu Klas I atau II Bahan Kayu Klas II (Kamfer), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Membuat Pintu & Jendela Jalusi Kayu Klas I atau II Bahan Kayu Klas I (Jati), papan Lem Kayu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
18,500,000.00 13,000.00 18,000.00
19,000,000.00 14,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
53/26
JUMLAH MINIMUM Rp
MAKSIMUM Rp
21,543,800.00 20,384,250.00 20,350,000.00 16,250.00 18,000.00 1,159,550.00 210,000.00 840,000.00 94,500.00 15,050.00
22,185,950.00 20,937,500.00 20,900,000.00 17,500.00 20,000.00 1,248,450.00 231,000.00 903,000.00 98,700.00 15,750.00 7,947,600.00 6,877,500.00 6,840,000.00 17,500.00 20,000.00 1,070,100.00 198,000.00 774,000.00 84,600.00 13,500.00
5,000,000.00 13,000.00 18,000.00
5,700,000.00 14,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,028,150.00 6,034,250.00 6,000,000.00 16,250.00 18,000.00 993,900.00 180,000.00 720,000.00 81,000.00 12,900.00
5,800,000.00 13,000.00
6,200,000.00 14,000.00
290,649.00 232,650.00 232,000.00 650.00
311,145.00 248,700.00 248,000.00 700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
57,999.00 10,500.00 42,000.00 4,725.00 774.00
62,445.00 11,550.00 45,150.00 4,935.00 810.00
398,550.00 232,900.00 232,000.00 900.00 165,650.00 30,000.00 120,000.00 13,500.00 2,150.00
427,350.00 249,000.00 248,000.00 1,000.00 178,350.00 33,000.00 129,000.00 14,100.00 2,250.00
277,120.00 144,600.00 139,200.00 5,400.00 132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
297,480.00 154,800.00 148,800.00 6,000.00 142,680.00 26,400.00 103,200.00 11,280.00 1,800.00 1,596,350.00 1,418,000.00 1,408,000.00 10,000.00 178,350.00 33,000.00 129,000.00 14,100.00 2,250.00
5,800,000.00 18,000.00
6,200,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,800,000.00 18,000.00
6,200,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,000,000.00 18,000.00
22,000,000.00 20,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,518,650.00 1,353,000.00 1,344,000.00 9,000.00 165,650.00 30,000.00 120,000.00 13,500.00 2,150.00
6,200,000.00 14,000.00 20,000.00 55,000.00
321,345.00 205,390.00 145,000.00 390.00 9,000.00 51,000.00
345,265.00 220,420.00 155,000.00 420.00 10,000.00 55,000.00
33,000.00 43,000.00 47,000.00 45,000.00
115,955.00 21,000.00 84,000.00 9,450.00 1,505.00
124,845.00 23,100.00 90,300.00 9,870.00 1,575.00
341,390.00 208,870.00 148,480.00 390.00 9,000.00 51,000.00 132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
366,820.00 224,140.00 158,720.00 420.00 10,000.00 55,000.00 142,680.00 26,400.00 103,200.00 11,280.00 1,800.00
30,000.00 40,000.00 45,000.00 43,000.00
Membuat Pintu Plywood rangkap, rangka expose kayu klas I atau II Bahan Kayu Klas II (Kamfer), papan Paku Biasa 1/2" - 1" Lem Kayu Plywood tebal 4 mm uk.90x220cm Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MAKSIMUM Rp
5,800,000.00 13,000.00 18,000.00 51,000.00
6,200,000.00 14,000.00 20,000.00 55,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.10 6.10.1
KOEF
413095359.xls
132,585.00 22,110.00 86,000.00 9,400.00 15,075.00
21,000,000.00 13,000.00 18,000.00 51,000.00
22,000,000.00 14,000.00 20,000.00 55,000.00
714,310.00 581,790.00 525,000.00 390.00 5,400.00 51,000.00
754,100.00 611,420.00 550,000.00 420.00 6,000.00 55,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
132,520.00 24,000.00 96,000.00 10,800.00 1,720.00
142,680.00 26,400.00 103,200.00 11,280.00 1,800.00
33,000.00 43,000.00 47,000.00 45,000.00
361,154.00 220,330.00 145,000.00 390.00 1,440.00 51,000.00 22,500.00 140,824.00 25,500.00 102,000.00 11,475.00 1,849.00
388,640.00 237,020.00 155,000.00 420.00 1,600.00 55,000.00 25,000.00 151,620.00 28,050.00 109,650.00 11,985.00 1,935.00
5,700,000.00 14,500.00 14,000.00
6,444,800.00 5,782,800.00 5,500,000.00 210,000.00 72,800.00
7,278,900.00 6,565,900.00 6,270,000.00 217,500.00 78,400.00
33,000.00 43,000.00 47,000.00 43,000.00
662,000.00 120,000.00 480,000.00 54,000.00 8,000.00
713,000.00 132,000.00 516,000.00 56,400.00 8,600.00
18,500,000.00 14,000.00 13,000.00
19,000,000.00 14,500.00 14,000.00
23,591,650.00 22,482,800.00 22,200,000.00 210,000.00 72,800.00
24,290,175.00 23,095,900.00 22,800,000.00 217,500.00 78,400.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
1,108,850.00 201,000.00 804,000.00 90,450.00 13,400.00
1,194,275.00 221,100.00 864,300.00 94,470.00 14,405.00
5,000,000.00 14,000.00 13,000.00
5,700,000.00 14,500.00 14,000.00
6,146,200.00 5,749,000.00 5,500,000.00 210,000.00 39,000.00
6,957,300.00 6,529,500.00 6,270,000.00 217,500.00 42,000.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
397,200.00 72,000.00 288,000.00 32,400.00 4,800.00
427,800.00 79,200.00 309,600.00 33,840.00 5,160.00
5,000,000.00 5,000,000.00 13,000.00
5,700,000.00 5,700,000.00 14,000.00
98,915.00 91,250.00 70,000.00 18,000.00 3,250.00
112,115.00 103,820.00 79,800.00 20,520.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
5,700,000.00 5,700,000.00 14,000.00
116,915.00 109,250.00 70,000.00 36,000.00 3,250.00
132,635.00 124,340.00 79,800.00 41,040.00 3,500.00
1
m2
0.025 0.03 0.3 1
m3 Kg kg Lbr
Membuat Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I Bahan Kayu Klas I (Jati), papan Paku Biasa 1/2" - 1" Lem Kayu Teakwood (90 x 220) cm x 4 mm
0.80 2.40 0.24 0.04
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.025 0.03 0.08 1 0.5
m3 Kg kg Lbr Lbr
0.850 2.550 0.255 0.043
OH OH OH OH
1
m3
1.1 15 5.6
m3 Kg Kg
Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter Bahan Kayu Kamfer, balok 5,000,000.00 Besi Strip 14,000.00 Paku Biasa 2" - 5" 13,000.00
4 12 1.2 0.2
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
1.2 15 5.6
m3 Kg Kg
Memasang Konstruksi Kuda-kuda Expose, Kayu Klas I Bahan Kayu Klas I (jati), balok Besi Strip Paku Biasa 2" - 5"
6.7 20.1 2.01 0.335
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
1.1 15 3
m3 Kg Kg
Memasang konstruksi Gording, Kayu Klas II Bahan Kayu Klas I (Kamfer), balok Besi Strip Paku Biasa 2" - 5"
2.4 7.2 0.72 0.12
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.014 0.0036 0.25
m3 m3 Kg
Memasang Rangka Atap Genteng Keramik, Kayu Klas II Bahan Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm Reng (2x3) cm Paku Biasa 2" - 5"
0.1 0.1 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.014 0.0072 0.25
m3 m3 Kg
6.16.2
6.17 6.17.1
123,505.00 20,100.00 80,000.00 9,000.00 14,405.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
6.15.2
6.16 6.16.1
33,000.00 43,000.00 47,000.00 45,000.00
OH OH OH OH
6.14.2
6.15 6.15.1
30,000.00 40,000.00 45,000.00 43,000.00
0.670 2.000 0.200 0.335
6.13.2
6.14 6.14.1
22,000,000.00 14,000.00
m3 Kg
6.12.2
6.13 6.13.1
21,000,000.00 13,000.00
0.06 0.15
Membuat Jalusi mati Kosen Kayu Klas I atau II Bahan Kayu Klas I (Jati), papan Paku Biasa 1/2" - 1"
Membuat Pintu Teakwood Rangkap Lapis Formika,Rangka expose Kayu Klas II Bahan Kayu Klas II (Kamfer), papan 5,800,000.00 Paku Biasa 1/2" - 1" 13,000.00 Lem Kayu 18,000.00 Teakwood (90 x 220) cm x 4 mm 51,000.00 Formika 45,000.00 Tenaga Pekerja 30,000.00 Tukang Kayu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00
30,000.00 40,000.00 45,000.00 40,000.00
Memasang Rangka Atap Genteng Beton, Kayu Klas II Bahan Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm Reng (2x3) cm Paku Biasa 2" - 5"
53/27
5,000,000.00 5,000,000.00 13,000.00
MAKSIMUM Rp
JUMLAH MINIMUM Rp 1,385,455.00 1,261,950.00 1,260,000.00 1,950.00
m2
6.11.2
6.12 6.12.1
MINIMUM Rp
1
6.10.2
6.11 6.11.1
URAIAN PAKERJAAN
SAT.
6,200,000.00 14,000.00 20,000.00 55,000.00 50,000.00
MAKSIMUM Rp 1,454,685.00 1,322,100.00 1,320,000.00 2,100.00
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.17.2
6.18 6.18.1
413095359.xls
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
5,000,000.00 13,000.00
5,700,000.00 14,000.00
100,675.00 79,600.00 77,000.00 2,600.00
113,215.00 90,580.00 87,780.00 2,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,075.00 4,500.00 12,000.00 1,350.00 3,225.00
22,635.00 4,950.00 12,900.00 1,410.00 3,375.00
5,000,000.00 13,000.00
5,700,000.00 14,000.00
104,530.00 84,750.00 81,500.00 3,250.00
117,770.00 96,410.00 92,910.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
19,780.00 6,000.00 12,000.00 1,350.00 430.00
21,360.00 6,600.00 12,900.00 1,410.00 450.00
21,000,000.00 13,000.00
22,000,000.00 14,000.00
240,215.00 228,100.00 226,800.00 1,300.00
252,065.00 239,000.00 237,600.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
12,115.00 3,000.00 8,000.00 900.00 215.00
13,065.00 3,300.00 8,600.00 940.00 225.00
5,800,000.00 13,000.00
6,200,000.00 14,000.00
76,565.00 64,450.00 63,800.00 650.00
81,965.00 68,900.00 68,200.00 700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
12,115.00 3,000.00 8,000.00 900.00 215.00
13,065.00 3,300.00 8,600.00 940.00 225.00
5,700,000.00 14,000.00
166,819.00 141,950.00 140,000.00 1,950.00
188,475.00 161,700.00 159,600.00 2,100.00
33,000.00 43,000.00 47,000.00 45,000.00
24,869.00 4,500.00 18,000.00 2,025.00 344.00
26,775.00 4,950.00 19,350.00 2,115.00 360.00
5,000,000.00 13,000.00 51,000.00 18,000.00
5,700,000.00 14,000.00 55,000.00 20,000.00
220,759.00 195,890.00 140,000.00 1,950.00 43,860.00 10,080.00
246,975.00 220,200.00 159,600.00 2,100.00 47,300.00 11,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
24,869.00 4,500.00 18,000.00 2,025.00 344.00
26,775.00 4,950.00 19,350.00 2,115.00 360.00
22,000,000.00 14,000.00 15,000.00
249,715.00 150,325.00 147,000.00 1,300.00 2,025.00
264,660.00 157,650.00 154,000.00 1,400.00 2,250.00
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0154 0.2
m3 Kg
Memasang Rangka Langit-langit (1,00x1,00) m, kayu Klas II atau III Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
0.15 0.30 0.030 0.075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0163 0.25
m3 Kg
Memasang Rangka Langit-langit (60x60) cm, kayu Klas II atau III Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
0.2 0.3 0.03 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
0.0108 0.10
m3 Kg
Memasang Listplank Uk. (3x20)cm Kayu klas I atau II Bahan Kayu klas I (Jati), papan Paku Biasa 2" - 5"
0.1 0.2 0.020 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
0.011 0.05
m3 Kg
Memasang Listplank Uk. (3x30)cm Kayu klas I atau klas II Bahan Kayu klas II (Kamfer), papan Paku Biasa 2" - 5"
0.1 0.2 0.02 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.028 0.15
m3 Kg
Memasang Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III Bahan Kayu klas II (Kamfer), balok 5,000,000.00 Paku Biasa 2" - 5" 13,000.00
0.15 0.45 0.045 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.028 0.15 0.86 0.56
m3 Kg Lbr Ltr
Memasang Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II Bahan Kayu klas II (Kamfer), balok Paku Biasa 2" - 5" Teakwood 120 x 240 cm tebal 4mm Lem
0.15 0.45 0.045 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.007 0.1 0.15
m3 Kg Kg
6.24.2
6.26 6.26.1
33,000.00 43,000.00 47,000.00 45,000.00
m3 Kg
6.23.2
6.24 6.24.1
30,000.00 40,000.00 45,000.00 43,000.00
0.165 0.2
Memasang Rangka Atap Sirap, Kayu Klas II Bahan Kayu Klas II (Kamfer), balok Paku Biasa 2" - 5"
6.22.2
6.23 6.23.1
5,700,000.00 14,000.00
953,254.00 943,300.00 940,500.00 2,800.00
m2
6.21.2
6.22 6.22.1
5,000,000.00 13,000.00
836,798.00 827,600.00 825,000.00 2,600.00
1
6.20.2
6.21 6.21.1
33,000.00 43,000.00 47,000.00 45,000.00
MAKSIMUM Rp 8,295.00 3,300.00 4,300.00 470.00 225.00
30,000.00 40,000.00 45,000.00 43,000.00
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Dinding Lambriziring dari Papan klas I Bahan Kayu klas I (Jati), papan Paku Biasa 2" - 5" Paku Sekrup 3,5"
53/28
21,000,000.00 13,000.00 13,500.00
MAKSIMUM Rp
JUMLAH MINIMUM Rp 7,665.00 3,000.00 4,000.00 450.00 215.00
OH OH OH OH
6.19.2
6.20 6.20.1
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
0.1 0.1 0.01 0.005
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.26.2
6.27 6.27.1
0.6 1.8 0.18 0.03
OH OH OH OH
1
m2
0.4 0.05
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
JUMLAH
33,000.00 43,000.00 47,000.00 45,000.00
MINIMUM Rp 99,390.00 18,000.00 72,000.00 8,100.00 1,290.00
MAKSIMUM Rp 107,010.00 19,800.00 77,400.00 8,460.00 1,350.00 27,171.00 22,700.00 22,000.00 700.00
Lbr Kg
51,000.00 13,000.00
55,000.00 14,000.00
25,203.00 21,050.00 20,400.00 650.00
0.025 0.075 0.0080 0.0010
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,153.00 750.00 3,000.00 360.00 43.00
4,471.00 825.00 3,225.00 376.00 45.00
1
m2
1.500 0.014 0.012 0.003
m2 m3 Kg m'
Memasang Dinding Bilik, Rangka Kayu Klas III atau IV Bahan Bilik Bambu Kayu Klas III (Meranti) Paku Biasa 1/2" - 1" List Kayu 2/4
15,000.00 4,200,000.00 13,000.00 4,200.00
17,500.00 4,400,000.00 14,000.00 5,000.00
86,908.60 81,468.60 22,500.00 58,800.00 156.00 12.60
93,943.00 88,033.00 26,250.00 61,600.00 168.00 15.00
0.1 0.05 0.005 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,440.00 3,000.00 2,000.00 225.00 215.00
5,910.00 3,300.00 2,150.00 235.00 225.00
6.28.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
Memasang Dinding Lambriziring dari Plywood ukuran (120x240) cm Bahan Plywood (120 X 240) cm x 4mm Paku Biasa 1/2" - 1"
6.27.2
6.28 6.28.1
URAIAN PAKERJAAN
SAT.
53/29
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT.
VII 03-7394 - 2008 6.1 6.1.1
1
m3
247 869 999 215
Kg Kg Kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
276 828 1,012 215
Kg kg kg ltr
1.65 0.275 0.028 0.083 1
OH OH OH OH m3
299 799 1,017 215
Kg kg kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
230 893 1,027 200
Kg kg kg ltr
1.2 0.2 0.02 0.006
OH OH OH OH
1
m3
326 760 1,029 215
Kg Kg Kg ltr
1.65 0.275 0.028 0.083
OH OH OH OH
1
m3
352 731 1,031 215
Kg Kg Kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
371 698 1,047 215
Kg Kg Kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
384 692 1,039 215
Kg Kg Kg ltr
6.1.2
6.2 6.2.1
6.2.2
6.3 6.3.1
6.3.2
6.4 6.4.1
6.4.2
6.5 6.5.1
6.5.2
6.6 6.6.1
6.6.2
6.7 6.7.1
6.7.2
6.8 6.8.1
413095359.xls
URAIAN PAKERJAAN
PEKERJAAN B E T O N Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87 Bahan Portland Semen 1,050.00 Pasir Beton 100.00 Kerikil (maksimum 30 mm) 85.19 Air 3.70 Tenaga Pekerja 30,000.00 Tukang Batu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00 Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air
53/30
MAKSIMUM Rp
1,062.50 107.14 88.89 4.25 33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp
497,474.50 432,145.50 259,350.00 86,900.00 85,100.00 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
516,584.39 445,258.39 262,437.50 93,107.14 88,800.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
524,931.91 459,602.91 289,800.00 82,800.00 86,207.41 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00 546,607.83 481,278.83 313,950.00 79,900.00 86,633.33 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
544,159.59 472,833.59 293,250.00 88,714.29 89,955.56 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 565,934.39 494,608.39 317,687.50 85,607.14 90,400.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
464,183.19 419,025.19 241,500.00 89,300.00 87,485.19 740.00 45,158.00 36,000.00 8,000.00 900.00 258.00
481,602.46 432,192.46 244,375.00 95,678.57 91,288.89 850.00 49,410.00 39,600.00 8,600.00 940.00 270.00
572,080.06 506,751.06 342,300.00 76,000.00 87,655.56 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
591,509.99 520,183.99 346,375.00 81,428.57 91,466.67 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
596,650.43 531,321.43 369,600.00 73,100.00 87,825.93 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
616,205.62 544,879.62 374,000.00 78,321.43 91,644.44 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 634,279.63 562,953.63 394,187.50 74,785.71 93,066.67 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00 646,738.16 575,412.16 408,000.00 74,142.86 92,355.56 913.75
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
614,663.39 549,334.39 389,550.00 69,800.00 89,188.89 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
1,062.50 107.14 88.89 4.25
627,031.91 561,702.91 403,200.00 69,200.00 88,507.41 795.50
1,050.00 100.00 85.19 3.70
MAKSIMUM Rp
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.8.2
6.9 6.9.1
OH OH OH OH
1
m3
406 684 1,026 215
Kg kg kg ltr
1.650 0.275 0.028 0.083
OH OH OH OH
1
m3
413 681 1,021 215
Kg Kg Kg ltr
Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air
1.650 0.275 0.028 0.083
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1
m3
439 670 1,006 215
Kg Kg Kg ltr
2.1 0.35 0.035 0.105
OH OH OH OH
1
m3
448 667 1,000 215
Kg Kg Kg ltr
2.10 0.350 0.035 0.105
OH OH OH OH
10
Kg
10.50 0.150
6.10.2
6.11 6.11.1
6.11.2
6.12 6.12.1
6.12.2
6.17 6.17.1
413095359.xls
33,000.00 43,000.00 47,000.00 45,000.00
648,224.50 582,895.50 426,300.00 68,400.00 87,400.00 795.50 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
668,100.46 596,774.46 431,375.00 73,285.71 91,200.00 913.75 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
654,848.57 589,519.57 433,650.00 68,100.00 86,974.07 795.50
674,772.09 603,446.09 438,812.50 72,964.29 90,755.56 913.75
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
697,531.80 614,441.80 460,950.00 67,000.00 85,696.30 795.50 83,090.00 63,000.00 14,000.00 1,575.00 4,515.00
719,279.19 628,559.19 466,437.50 71,785.71 89,422.22 913.75 90,720.00 69,300.00 15,050.00 1,645.00 4,725.00
Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
727,986.92 637,266.92 476,000.00 71,464.29 88,888.89 913.75 90,720.00 69,300.00 15,050.00 1,645.00 4,725.00
33,000.00 43,000.00 47,000.00 45,000.00
1,062.50 107.14 88.89 4.25
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,050.00 100.00 85.19 3.70
1,062.50 107.14 88.89 4.25
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
706,170.69 623,080.69 470,400.00 66,700.00 85,185.19 795.50 83,090.00 63,000.00 14,000.00 1,575.00 4,515.00
113,079.00 107,250.00 105,000.00 2,250.00
Kg Kg
9,000.00 13,500.00
10,000.00 15,000.00
0.07 0.07 0.007 0.004
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,387.00 2,100.00 2,800.00 315.00 172.00
5,829.00 2,310.00 3,010.00 329.00 180.00
10
Kg
10.5 0.1
Kg Kg
0.05 0.05 0.005 0.003
OH OH OH OH
168,420.00 164,250.00 162,750.00 1,500.00 4,170.00 1,650.00 2,150.00 235.00 135.00
1
Kg
1.02 0.05
Kabel Presstresed Polos/strand Bahan Besi presstred polos Kawat Beton Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
14,000.00 13,500.00
15,500.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
152,204.00 148,350.00 147,000.00 1,350.00 3,854.00 1,500.00 2,000.00 225.00 129.00
18,089.00 16,050.00 15,300.00 750.00
Kg Kg
Jaring Kawat baja/Wire Mesh Bahan Jaring Kawat Baja dilas Kawat Beton
13,000.00 13,500.00
15,000.00 15,000.00
15,818.00 13,935.00 13,260.00 675.00
0.025 0.025 0.002 0.001
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,883.00 750.00 1,000.00 90.00 43.00
2,039.00 825.00 1,075.00 94.00 45.00
1
m2
0.04 0.3 0.1
m3 Kg Ltr
650,000.00 14,000.00 10,000.00
54,988.00 26,700.00 22,000.00 3,900.00 800.00
61,932.00 31,200.00 26,000.00 4,200.00 1,000.00
6.19.2
6.20 6.20.1
MAKSIMUM Rp 71,326.00 54,450.00 11,825.00 1,316.00 3,735.00
Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53 Bahan Portland Semen 1,050.00 Pasir Beton 100.00 Kerikil (maksimum 30 mm) 85.19 Air 3.70 Tenaga Pekerja 30,000.00 Tukang Batu 40,000.00 Kepala Tukang 45,000.00 Mandor 43,000.00
Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49 Bahan Portland Semen Pasir Beton Kerikil (maksimum 30 mm) Air Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
JUMLAH MINIMUM Rp 65,329.00 49,500.00 11,000.00 1,260.00 3,569.00
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
101,912.00 96,525.00 94,500.00 2,025.00
6.18.2
6.19 6.19.1
MINIMUM Rp
Pembesian dg Besi Polos atau Besi Ulir Bahan Besi Beton (polos/ulir) Kawat Beton
6.17.2
6.18 6.18.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
1.650 0.275 0.028 0.083
6.9.2
6.10 6.10.1
URAIAN PAKERJAAN
SAT.
Memasang Bekisting untuk Pondasi Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting
550,000.00 13,000.00 8,000.00
53/31
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.20.2
6.21 6.21.1
OH OH OH OH
1
m2
0.045 0.3 0.1
m3 Kg Ltr
Memasang Bekisting untuk Sloof Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting
0.52 0.26 0.026 0.026
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.015 0.35 2
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Kolom Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.018 0.35 2
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Balok Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.04 0.4 0.2 0.015 0.35 6
m3 Kg Ltr m3 Lbr Btg
Memasang Bekisting untuk Lantai Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II (Borneo) Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
0.66 0.33 0.033 0.033
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
6.22.2
6.23 6.23.1
6.23.2
6.24 6.24.1
6.24.2
6.25 6.25.1
0.03 0.4 0.2 0.02 0.35 3 4
m3 Kg Ltr m3 Lbr Btg Buah
0.66 0.33 0.033 0.033
OH OH OH OH
1
m2
0.03 0.4 0.15 0.015 0.35 2
m3 Kg Ltr m3 Lbr Btg
6.25.2
6.26 6.26.1
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
0.52 0.26 0.026 0.026
6.21.2
6.22 6.22.1
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Memasang Bekisting untuk Tangga Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m
53/32
JUMLAH MINIMUM Rp
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
28,288.00 15,600.00 10,400.00 1,170.00 1,118.00
30,732.00 17,160.00 11,180.00 1,222.00 1,170.00
550,000.00 13,000.00 8,000.00
650,000.00 14,000.00 10,000.00
57,738.00 29,450.00 24,750.00 3,900.00 800.00
65,182.00 34,450.00 29,250.00 4,200.00 1,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
28,288.00 15,600.00 10,400.00 1,170.00 1,118.00
30,732.00 17,160.00 11,180.00 1,222.00 1,170.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
215,204.00 179,300.00 22,000.00 5,200.00 1,600.00 67,500.00 49,000.00 34,000.00
231,356.00 192,350.00 26,000.00 5,600.00 2,000.00 72,000.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
228,704.00 192,800.00 22,000.00 5,200.00 1,600.00 81,000.00 49,000.00 34,000.00
245,756.00 206,750.00 26,000.00 5,600.00 2,000.00 86,400.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
283,204.00 247,300.00 22,000.00 5,200.00 1,600.00 67,500.00 49,000.00 102,000.00
303,356.00 264,350.00 26,000.00 5,600.00 2,000.00 72,000.00 50,750.00 108,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00 5,000.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00 5,500.00
269,204.00 233,300.00 16,500.00 5,200.00 1,600.00 90,000.00 49,000.00 51,000.00 20,000.00
288,856.00 249,850.00 19,500.00 5,600.00 2,000.00 96,000.00 50,750.00 54,000.00 22,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
650,000.00 14,000.00 10,000.00 4,800,000.00 145,000.00 18,000.00
209,304.00 173,400.00 16,500.00 5,200.00 1,200.00 67,500.00 49,000.00 34,000.00
224,356.00 185,350.00 19,500.00 5,600.00 1,500.00 72,000.00 50,750.00 36,000.00
30,000.00 40,000.00 45,000.00 43,000.00
Memasang Bekisting untuk Dinding Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Balok Kayu Klas II Plywood tebal 9mm Dolken Kayu Galam diameter 8 - 10 cm / 4 m Formite/Penjaga jarak / Spacer (alat bantu)
MAKSIMUM Rp
550,000.00 13,000.00 8,000.00 4,500,000.00 140,000.00 17,000.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp 33,000.00 43,000.00 47,000.00 45,000.00
MAKSIMUM Rp 39,006.00 21,780.00 14,190.00 1,551.00 1,485.00
550,000.00 13,000.00 17,000.00
650,000.00 14,000.00 18,000.00
37,889.00 30,820.00 14,520.00 7,800.00 8,500.00
42,255.00 34,560.00 17,160.00 8,400.00 9,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,069.00 4,500.00 2,000.00 225.00 344.00
7,695.00 4,950.00 2,150.00 235.00 360.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
2,402,575.00 2,138,575.00 110,000.00 19,500.00 3,200.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00
2,627,225.00 2,339,450.00 130,000.00 21,000.00 4,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
264,000.00 159,000.00 11,000.00 52,000.00 42,000.00 11,790.00 11,395.00
287,775.00 174,900.00 11,825.00 55,900.00 45,150.00 12,314.00 11,925.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
2,966,700.00 2,667,800.00 148,500.00 26,000.00 4,800.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00
3,255,755.00 2,930,200.00 175,500.00 28,000.00 6,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
298,900.00 169,500.00 11,000.00 62,400.00 56,000.00 14,535.00 12,169.00
325,555.00 186,450.00 11,825.00 67,080.00 60,200.00 15,181.00 12,735.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
5,652,564.00 5,246,750.00 220,000.00 52,000.00 16,000.00 2,835,000.00 60,750.00 352,800.00 75,600.00 129,600.00 675,000.00 490,000.00 340,000.00
6,157,251.00 5,716,700.00 260,000.00 56,000.00 20,000.00 3,150,000.00 67,500.00 357,000.00 81,000.00 137,700.00 720,000.00 507,500.00 360,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
405,814.00 211,500.00 11,000.00 66,000.00 84,000.00 18,135.00 15,179.00
440,551.00 232,650.00 11,825.00 70,950.00 90,300.00 18,941.00 15,885.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
4,365,059.00 4,012,900.00 176,000.00 41,600.00 12,800.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00 630,000.00 392,000.00 272,000.00
4,737,986.00 4,355,500.00 208,000.00 44,800.00 16,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00 672,000.00 406,000.00 288,000.00
6.26.2
6.27 6.27.1
0.66 0.33 0.033 0.033
OH OH OH OH
Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.0264 0.6 0.5
m3 kg m3
Memasang Jembatan Cor Bahan Kayu Terentang Paku Biasa 2" - 5" Dolken Kayu Galam diameter 8 - 10 / 4 m
0.15 0.05 0.005 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m3
0.2 1.5 0.4 157.5 2.25 336 0.54 0.81
m3 Kg Ltr Kg Kg Kg m3 m3
Membuat Pondasi Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
5.3 0.275 1.30 1.05 0.262 0.265
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.27 2 0.6 210 3 336 0.54 0.81
m3 Kg Ltr Kg Kg Kg m3 m3
Membuat Sloof Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
5.65 0.275 1.56 1.4 0.323 0.283
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.4 4 2 315 4.5 336 0.54 0.81 0.15 3.5 20
m3 Kg Ltr kg kg Kg m3 m3 m3 Lbr Btg
Membuat Kolom Beton Bertulang (300 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm
7.05 0.275 1.65 2.1 0.403 0.353
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
1
m3
0.32 3.2 1.6 210 3 336 0.54 0.81 0.14 2.8 16
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
6.27.2
6.28 6.28.1
6.28.2
6.29 6.29.1
6.29.2
6.30 6.30.1
6.30.2
6.31 6.31.1
413095359.xls
30,000.00 40,000.00 45,000.00 43,000.00
Membuat Balok Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm
53/33
JUMLAH MINIMUM Rp 35,904.00 19,800.00 13,200.00 1,485.00 1,419.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.31.2
6.32 6.32.1
6.35 0.275 1.65 1.4 0.333 0.318
OH OH OH OH OH OH
1
m3
0.32 3.2 1.6 157.5 2.25 336 0.54 0.81 0.12 2.8 32
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.3 0.275 1.3 1.05 0.265 0.265
OH OH OH OH OH OH
1
m3
0.24 3.2 1.6 157.5 2.25 336 0.54 0.81 0.16 2.8 24
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.3 0.275 1.3 1.05 0.262 0.265
OH OH OH OH OH OH
1
m3
0.25 3 1.2 210 3 336 0.54 0.81 0.105 2.5 14
m3 Kg Ltr Kg Kg Kg m3 m3 m3 Lbr Btg
5.65 0.275 1.56 1.4 0.323 0.283
OH OH OH OH OH OH
1
m'
0.002 0.01 3 0.045 4 0.006 0.009
m3 Kg Ltr Kg Kg m3 m3
0.18 0.02 0.02 0.02 0.006 0.009
OH OH OH OH OH OH
6.32.2
6.33 6.33.1
6.33.2
6.34 6.34.1
6.34.2
6.35 6.35.1
6.35.2
413095359.xls
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
MINIMUM Rp
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
Membuat Balok Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Dinding Beton Bertulang (150 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Tangga Beton Bertulang (200 kg Besi + Bekisting) Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Minyak Bekisting Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Kayu Klas II Balok Plywood 9 mm Dolken diameter 8 / 4rm Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor Membuat Kolom Penguat Beton Bertulang (11 x 11) cm Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
53/34
MAKSIMUM Rp
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 8,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00 4,500,000.00 140,000.00 17,000.00
650,000.00 14,000.00 10,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00 4,800,000.00 145,000.00 18,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
550,000.00 13,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp
MAKSIMUM Rp
352,159.00 190,500.00 11,000.00 66,000.00 56,000.00 14,985.00 13,674.00
382,486.00 209,550.00 11,825.00 70,950.00 60,200.00 15,651.00 14,310.00
3,999,595.00 3,712,275.00 176,000.00 41,600.00 12,800.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00 540,000.00 392,000.00 544,000.00 287,320.00 159,000.00 11,000.00 52,000.00 42,000.00 11,925.00 11,395.00
4,323,405.00 4,011,250.00 208,000.00 44,800.00 16,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00 576,000.00 406,000.00 576,000.00 312,155.00 174,900.00 11,825.00 55,900.00 45,150.00 12,455.00 11,925.00
3,999,460.00 3,712,275.00 132,000.00 41,600.00 12,800.00 1,417,500.00 30,375.00 352,800.00 75,600.00 129,600.00 720,000.00 392,000.00 408,000.00 287,185.00 159,000.00 11,000.00 52,000.00 42,000.00 11,790.00 11,395.00
4,319,264.00 4,007,250.00 156,000.00 44,800.00 16,000.00 1,575,000.00 33,750.00 357,000.00 81,000.00 137,700.00 768,000.00 406,000.00 432,000.00 312,014.00 174,900.00 11,825.00 55,900.00 45,150.00 12,314.00 11,925.00
4,060,704.00 3,735,100.00 137,500.00 39,000.00 9,600.00 1,890,000.00 40,500.00 352,800.00 75,600.00 129,600.00 472,500.00 350,000.00 238,000.00 325,604.00 169,500.00 11,000.00 62,400.00 56,000.00 14,535.00 12,169.00
4,409,171.00 4,055,700.00 162,500.00 42,000.00 12,000.00 2,100,000.00 45,000.00 357,000.00 81,000.00 137,700.00 504,000.00 362,500.00 252,000.00 353,471.00 186,450.00 11,825.00 67,080.00 60,200.00 15,181.00 12,735.00
43,774.50 35,317.50 1,100.00 130.00 27,000.00 607.50 4,200.00 840.00 1,440.00 8,457.00 5,400.00 800.00 800.00 800.00 270.00 387.00
48,002.00 38,795.00 1,300.00 140.00 30,000.00 675.00 4,250.00 900.00 1,530.00 9,207.00 5,940.00 860.00 860.00 860.00 282.00 405.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.36 6.36.1
KOEF 1
m'
0.003 0.02 3.6 0.05 5.5 0.009 0.015
m3 Kg Ltr Kg Kg m3 m3
Membuat Ring Balok Beton Bertulang (10 x 15) cm Bahan Kayu Klas III (Terentang) Paku Biasa 2" - 5" Besi Beton Polos Kawat Beton Portland Semen Pasir Beton Kerikil Beton
0.297 0.033 0.033 0.033 0.01 0.015
OH OH OH OH OH OH
Tenaga Pekerja Tukang batu Tukang Kayu Tukang Besi Kepala Tukang Mandor
6.36.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/35
MINIMUM Rp
MAKSIMUM Rp
JUMLAH
550,000.00 13,000.00 9,000.00 13,500.00 1,050.00 140,000.00 160,000.00
650,000.00 14,000.00 10,000.00 15,000.00 1,062.50 150,000.00 170,000.00
MINIMUM Rp 58,385.00 44,420.00 1,650.00 260.00 32,400.00 675.00 5,775.00 1,260.00 2,400.00
30,000.00 40,000.00 40,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 43,000.00 43,000.00 47,000.00 45,000.00
13,965.00 8,910.00 1,320.00 1,320.00 1,320.00 450.00 645.00
MAKSIMUM Rp 63,926.75 48,723.75 1,950.00 280.00 36,000.00 750.00 5,843.75 1,350.00 2,550.00 15,203.00 9,801.00 1,419.00 1,419.00 1,419.00 470.00 675.00
abk 7-14
HARGA BAHAN/UPAH No.
SNI
VIII
03-3436-2002
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENUTUP ATAP 6.1 6.1.1
1 25
m2 Buah
6.1.2
6.2 6.2.1
0.15 0.075 0.008 0.008
OH OH OH OH
1
m2
25
Buah
6.2.2
6.3 6.3.1
0.15 0.075 0.008 0.008
OH OH OH OH
1
m2
18
Buah
6.3.2
6.4 6.4.1
0.15 0.06 0.006 0.008
OH OH OH OH
1
m'
5 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m'
6.4.2
6.5 6.5.1
5 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m'
6.5.2
6.6 6.6.1
4 8 0.032
Buah Kg m3
0.4 0.2 0.02 0.002
OH OH OH OH
1
m2
0.6 0.12
0.14 0.075 0.008 0.008
6.6.2
6.9 6.9.1
6.10 6.10.1
Pasang Atap Genteng Plentong Kecil Bahan Genteng Plentong Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Genteng Kodok / Glasur Bahan Genteng Kodok / Glasur Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Genteng Plentong Super / Besar Bahan Genteng Plentong Super / Besar Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Plentong Bahan Genteng Bubung Plentong Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Kodok / Glasur Bahan Genteng Bubung Kodok / Glasur Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Genteng Bubung Plentong Besar Bahan Genteng Bubung Plentong Besar Portland Semen Pasir Pasang Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1,300.00
1,500.00
40,704.00 32,500.00 32,500.00
46,411.00 37,500.00 37,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
2,500.00
2,700.00
70,704.00 62,500.00 62,500.00
76,411.00 67,500.00 67,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
8,204.00 4,500.00 3,000.00 360.00 344.00
8,911.00 4,950.00 3,225.00 376.00 360.00
2,800.00
3,000.00
57,914.00 50,400.00 50,400.00
62,172.00 54,000.00 54,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,514.00 4,500.00 2,400.00 270.00 344.00
8,172.00 4,950.00 2,580.00 282.00 360.00
3,100.00 1,050.00 125,000.00
3,200.00 1,062.50 140,000.00
48,886.00 27,900.00 15,500.00 8,400.00 4,000.00
51,810.00 28,980.00 16,000.00 8,500.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,986.00 12,000.00 8,000.00 900.00 86.00
22,830.00 13,200.00 8,600.00 940.00 90.00
6,500.00 1,050.00 125,000.00
7,000.00 1,062.50 140,000.00
65,886.00 44,900.00 32,500.00 8,400.00 4,000.00
70,810.00 47,980.00 35,000.00 8,500.00 4,480.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,986.00 12,000.00 8,000.00 900.00 86.00
22,830.00 13,200.00 8,600.00 940.00 90.00 63,810.00 40,980.00 28,000.00 8,500.00 4,480.00 22,830.00 13,200.00 8,600.00 940.00 90.00
6,750.00 1,050.00 125,000.00
7,000.00 1,062.50 140,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
60,386.00 39,400.00 27,000.00 8,400.00 4,000.00 20,986.00 12,000.00 8,000.00 900.00 86.00
56,581.00 48,000.00 45,600.00 2,400.00
Lbr Kg
Pasang Atap Asbes Gelombang (2,25x0,92 m) x 5 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
73,500.00 18,000.00
76,000.00 20,000.00
54,164.00 46,260.00 44,100.00 2,160.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,904.00 4,200.00 3,000.00 360.00 344.00
8,581.00 4,620.00 3,225.00 376.00 360.00 56,274.00 48,000.00 45,600.00 2,400.00 8,274.00 4,620.00 3,010.00 329.00 315.00
6.9.2
m2 0.6 0.12
Lbr Kg
Pasang Atap Asbes Gelombang (2,00x0,92 m) x 5 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
0.14 0.07 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
6.10.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/36
73,500.00 18,000.00
76,000.00 20,000.00
53,876.00 46,260.00 44,100.00 2,160.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.12 6.12.1
KOEF
Lbr Kg
Pasang Atap Asbes Gelombang (3,00x1,05 m) x 4 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
73,500.00 18,000.00
75,000.00 20,000.00
0.14 0.07 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
8,274.00 4,620.00 3,010.00 329.00 315.00
1
m2
0.51 0.12
36,555.00 28,410.00 26,010.00 2,400.00
1
m2
0.35 0.12
Lbr Kg
48,000.00 18,000.00
51,000.00 20,000.00
0.14 0.067 0.007 0.007
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,496.00 4,200.00 2,680.00 315.00 301.00
8,145.00 4,620.00 2,881.00 329.00 315.00
1
m2
11 0.03
47,440.00 35,620.00 35,200.00 420.00
Lbr Kg
Pasang Atap Genteng Beton Bahan Genteng Beton Standrad Paku Biasa 2" - 5"
3,000.00 13,000.00
3,200.00 14,000.00
44,270.00 33,390.00 33,000.00 390.00
0.2 0.1 0.01 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
10,880.00 6,000.00 4,000.00 450.00 430.00
11,820.00 6,600.00 4,300.00 470.00 450.00
1
m2
60 0.2
110,563.00 92,800.00 90,000.00 2,800.00
Lbr Kg
Pasang Atap Sirap Bahan Genteng Sirap Paku Biasa 1/2" - 1"
1,400.00 13,000.00
1,500.00 14,000.00
103,049.00 86,600.00 84,000.00 2,600.00
0.166 0.25 0.025 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
16,449.00 4,980.00 10,000.00 1,125.00 344.00
17,763.00 5,478.00 10,750.00 1,175.00 360.00
1
m'
3,750.00 13,000.00 1,050.00 125,000.00 9,000.00
4,000.00 14,000.00 1,062.50 140,000.00 10,000.00
29,115.00 29,115.00 13,125.00 650.00 11,340.00 4,000.00 9,000.00
30,655.00 30,655.00 14,000.00 700.00 11,475.00 4,480.00 10,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
21,760.00 12,000.00 8,000.00 900.00 860.00
23,640.00 13,200.00 8,600.00 940.00 900.00
33,000.00 13,000.00 13,000.00 5,800,000.00
35,000.00 14,000.00 14,000.00 6,200,000.00
58,813.00 43,680.00 13,200.00 780.00 6,500.00 23,200.00
62,960.00 46,640.00 14,000.00 840.00 7,000.00 24,800.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
15,133.00 3,750.00 10,000.00 1,125.00 258.00
16,320.00 4,125.00 10,750.00 1,175.00 270.00
52,288.00 45,760.00 45,500.00 260.00 6,528.00 3,600.00 2,400.00 270.00 258.00
54,272.00 47,180.00 46,900.00 280.00 7,092.00 3,960.00 2,580.00 282.00 270.00
27,938.00 20,020.00 19,500.00 520.00 7,918.00 4,500.00 2,800.00 360.00 258.00
29,266.00 20,660.00 20,100.00 560.00 8,606.00 4,950.00 3,010.00 376.00 270.00
6.33.2
6.34 6.34.1
Buah Kg Kg m3 Kg
0.4 0.2 0.02 0.02
OH OH OH OH
1
m'
0.4 0.06 0.5 0.004
Lbr Kg Kg m3
Pasang Nok Sirap Bahan Seng Plaat 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Paku Biasa 2" - 5" Kayu Kamfer Papan Tebal 3 cm
0.125 0.25 0.025 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m2
0.7 0.02
Lbr Kg
0.12 0.06 0.006 0.006
OH OH OH OH
1
m'
0.3 0.04
Lbr Kg
0.15 0.07 0.008 0.006
OH OH OH OH
6.37.2
6.38 6.38.1
6.38.2
6.39 6.39.1
6.39.2
413095359.xls
Pasang Nok Genteng Beton Bahan Nok Genteng Beton Paku Biasa 2" - 5" Portland Semen Pasir Pasang Semen Warna
3.5 0.05 10.8 0.032 1 6.34.2
6.37 6.37.1
MAKSIMUM Rp 36,924.00 28,650.00 26,250.00 2,400.00
34,136.00 26,640.00 24,480.00 2,160.00
6.30.2
6.33 6.33.1
MAKSIMUM Rp
Pasang Atap Asbes Gelombang (2,10x1,05 m) x 4 mm Bahan Asbes Gelombang Paku Pancing 60 x 230
6.15.2
6.30 6.30.1
MINIMUM Rp
JUMLAH MINIMUM Rp 35,501.00 27,885.00 25,725.00 2,160.00
6.12.2
6.15 6.15.1
URAIAN PAKERJAAN
SAT.
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
Pasang Atap Seng Gelombang Bahan Seng Gelombang 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Atap Nok Seng Bahan Seng Plaat 3" x 6" BJLS 28 Paku Biasa 1/2" - 1" Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/37
65,000.00 13,000.00
67,000.00 14,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
65,000.00 13,000.00
67,000.00 14,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
KODE
6.42 6.42.1
KOEF
SAT.
1
m2
1.05
m2
0.15 0.05 0.005 0.008
OH OH OH OH
6.42.2
413095359.xls
URAIAN PAKERJAAN
Pasang Allumunium Foil / Sisalation Bahan Sisalation / Allumunium Foil Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/38
MINIMUM Rp
MAKSIMUM Rp
6,500.00
6,700.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 13,894.00 6,825.00 6,825.00 7,069.00 4,500.00 2,000.00 225.00 344.00
MAKSIMUM Rp 14,730.00 7,035.00 7,035.00 7,695.00 4,950.00 2,150.00 235.00 360.00
abk 8-14
HARGA BAHAN/UPAH No.
SNI
IX
03-2839 - 2008
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN LANGIT - LANGIT 6.1 6.1.1
1
m2 Lbr Kg
Memasang Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm Bahan Plat Asbes Paku
1.1 0.01
12,000.00 13,000.00
0.03 0.07 0.007 0.004
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
1
m2
12.0 0.05
6.1.2
6.2 6.2.1
6.3 6.3.1
67,654.00 57,700.00 57,000.00 700.00
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
1
m2
5.80 0.05
78,595.00 70,300.00 69,600.00 700.00
Lbr Kg
Memasang Langit-langit Akustik Ukuran (30x60) cm Bahan Akustik Paku
11,000.00 13,000.00
12,000.00 14,000.00
72,115.00 64,450.00 63,800.00 650.00
0.10 0.10 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
1
m2
0.375 0.03
Lbr Kg
Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm Bahan Tripleks (4 mm) 51,000.00 Paku Tripleks 13,000.00
55,000.00 14,000.00
27,180.00 19,515.00 19,125.00 390.00
29,340.00 21,045.00 20,625.00 420.00
0.10 0.10 0.01 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
33,000.00 43,000.00 47,000.00 45,000.00
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
1
m2
0.015 0.01
m3 Kg
Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm Bahan Kayu Jati,Papan Paku
21,000,000.00 13,000.00
22,000,000.00 14,000.00
376,450.00 315,130.00 315,000.00 130.00
396,500.00 330,140.00 330,000.00 140.00
0.8 0.8 0.08 0.04
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
61,320.00 24,000.00 32,000.00 3,600.00 1,720.00
66,360.00 26,400.00 34,400.00 3,760.00 1,800.00
1
m2
0.364 0.11
29,036.00 23,126.00 21,476.00 1,650.00
30,000.00 40,000.00 45,000.00 43,000.00
Lbr Kg
Memasng Langit-langit Gypsu Board, Uk (120x240) tebal 9 mm Bahan Gypsum Board Paku Sekrup
55,000.00 13,500.00
59,000.00 15,000.00
26,945.00 21,505.00 20,020.00 1,485.00
0.1 0.05 0.005 0.005
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,440.00 3,000.00 2,000.00 225.00 215.00
5,910.00 3,300.00 2,150.00 235.00 225.00
1
m2
3.6 0.15 1.05 1.5
137,025.00 95,550.00 14,400.00 1,050.00 23,100.00 57,000.00
m' kg bh lmb
Memasang Langit-langit Akuatik Uk (60x120) cm & Rangka Allumunium Bahan Profil Allumunium "T" Kawat Ø 4 mm Ramset Akuatik 60 x 120 cm
3,500.00 6,500.00 21,500.00 37,000.00
4,000.00 7,000.00 22,000.00 38,000.00
129,975.00 91,650.00 12,600.00 975.00 22,575.00 55,500.00
0.5 0.5 0.05 0.025
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,325.00 15,000.00 20,000.00 2,250.00 1,075.00
41,475.00 16,500.00 21,500.00 2,350.00 1,125.00
1
m1
1.05 0.01
9,560.00 5,390.00 5,250.00 140.00
0.05 0.05 0.005 0.003
4,170.00 1,650.00 2,150.00 235.00 135.00
6.9.2
6.10 6.10.1
4,509.00 990.00 3,010.00 329.00 180.00
4,750.00 14,000.00
6.7.2
6.9 6.9.1
4,187.00 900.00 2,800.00 315.00 172.00
4,700.00 13,000.00
6.6.2
6.7 6.7.1
33,000.00 43,000.00 47,000.00 45,000.00
Lbr Kg
6.5.2
6.6 6.6.1
18,949.00 14,440.00 14,300.00 140.00
66,248.00 57,050.00 56,400.00 650.00
6.3.2
6.5 6.5.1
13,000.00 14,000.00
17,517.00 13,330.00 13,200.00 130.00
Memasang Langit-langit Akustik Ukuran (30x30) cm Bahan Akustik Uk.30 x 30 cm Paku
6.2.2
m1 Kg
List Langit-Langit Kayu Profil Bahan List Kayu Profil Paku
4,200.00 13,000.00
5,000.00 14,000.00
8,394.00 4,540.00 4,410.00 130.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,854.00 1,500.00 2,000.00 225.00 129.00
6.10.2
413095359.xls
URAIAN PAKERJAAN
SAT.
53/39
abk 9-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
X 6.1
1 Unit
6.1.1
1 Buah 0.06 6.1.2
3.3 1.1 0.001 0.16 6.2 6.2.1
OH OH OH OH
1 Unit 1 6 0.01
Buah Kg m3
1 1.5 1.5 0.16
OH OH OH OH
6.2.2
6.4
1 Unit
6.4.1
1 0.3 6 0.01
Buah Kg m3
1 1 0.1 0.1
OH OH OH OH
6.4.1
6.5 6.5.1
1 Unit 1 0.3 6 0.01
Buah Kg m3
1.2 0.145 0.15 0.1
OH OH OH OH
6.5.2
6.8 6.8.1
1 Unit 0.4 120 0.3 360 6
m3 Kg m3 buah Kg
6 3 0.3 0.3
OH OH OH OH
1
m'
6.8.2
6.14 6.14.1
1.1 0.027 0.68 0.056 0.024
Buah m3 Kg m3 m3
0.14 0.07 0.007 0.007
OH OH OH OH
1
m'
6.14.2
6.15 6.15.1
1.1 0.55 10.3 0.061 0.069
Buah m3 Kg m3 m3
0.38 0.19 0.019 0.019
OH OH OH OH
6.15.2
413095359.xls53/40
URAIAN PAKERJAAN
SAT.
PEKERJAAN SANITASI Memasang Closet Duduk / Mono Blok Bahan Kloset Duduk / Monoblok Kelengkapan 6% dari harga Kloset Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Closet Jongkok Porselen Bahan Kloset Jongkok Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Urinoir Bahan Urinoir Perlengkapan 30% Harga Urinoir Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Wastafel Bahan Wastafel Meja Oval Perlengkapan 30% Harga Wastafel Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Bak Mandi Batu Bata Vol. 0,30 m3 Bahan Batu Bata Portland Semen Pasir Pasang Porselen 11 x 11 cm Semen Nat Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Pipa Beton, Ø 15 cm - 20 cm Bahan Pipa Beton Batu Bata Portland Semen Pasir Pasang Pasir Urug Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Pipa Beton, Ø 30 cm - 100 cm Bahan Pipa Beton Batu Bata Portland Semen Pasir Pasang Pasir Urug Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
900,000.00 900,000.00
1,100,000.00 1,100,000.00
1,103,925.00 954,000.00 900,000.00 54,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
149,925.00 99,000.00 44,000.00 45.00 6,880.00
163,447.00 108,900.00 47,300.00 47.00 7,200.00
80,000.00 1,050.00 125,000.00
105,000.00 1,062.50 140,000.00
251,930.00 87,550.00 80,000.00 6,300.00 1,250.00
287,975.00 112,775.00 105,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
164,380.00 30,000.00 60,000.00 67,500.00 6,880.00
175,200.00 33,000.00 64,500.00 70,500.00 7,200.00
275,000.00 275,000.00 1,050.00 125,000.00
300,000.00 300,000.00 1,062.50 140,000.00
443,850.00 365,050.00 275,000.00 82,500.00 6,300.00 1,250.00
482,975.00 397,775.00 300,000.00 90,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
78,800.00 30,000.00 40,000.00 4,500.00 4,300.00
85,200.00 33,000.00 43,000.00 4,700.00 4,500.00
700,000.00 700,000.00 1,050.00 125,000.00
750,000.00 750,000.00 1,062.50 140,000.00
970,400.00 917,550.00 700,000.00 210,000.00 6,300.00 1,250.00
1,040,160.00 982,775.00 750,000.00 225,000.00 6,375.00 1,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
52,850.00 36,000.00 5,800.00 6,750.00 4,300.00
57,385.00 39,600.00 6,235.00 7,050.00 4,500.00
300,000.00 1,050.00 125,000.00 277.78 9,000.00
337,500.00 1,062.50 140,000.00 303.03 10,000.00
763,900.00 437,500.00 120,000.00 126,000.00 37,500.00 100,000.00 54,000.00
828,190.91 473,590.91 135,000.00 127,500.00 42,000.00 109,090.91 60,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
326,400.00 180,000.00 120,000.00 13,500.00 12,900.00
354,600.00 198,000.00 129,000.00 14,100.00 13,500.00
20,000.00 300,000.00 1,050.00 125,000.00 75,000.00
25,000.00 337,500.00 1,062.50 140,000.00 85,000.00
47,230.00 39,614.00 22,000.00 8,100.00 714.00 7,000.00 1,800.00
55,489.00 47,215.00 27,500.00 9,112.50 722.50 7,840.00 2,040.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,616.00 4,200.00 2,800.00 315.00 301.00
8,274.00 4,620.00 3,010.00 329.00 315.00
242,287.00 221,615.00 33,000.00 165,000.00 10,815.00 7,625.00 5,175.00 20,672.00 11,400.00 7,600.00 855.00 817.00
268,631.75 246,173.75 35,200.00 185,625.00 10,943.75 8,540.00 5,865.00 22,458.00 12,540.00 8,170.00 893.00 855.00
30,000.00 300,000.00 1,050.00 125,000.00 75,000.00
32,000.00 337,500.00 1,062.50 140,000.00 85,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
1,329,447.00 1,166,000.00 1,100,000.00 66,000.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
KODE
6.20 6.20.1
KOEF
1 m' 1.2 0.35
m'
0.054 0.09 0.009 0.027
OH OH OH OH
6.20.2
6.23 6.23.1
1 m' 1.2 0.35
m'
0.108 0.18 0.018 0.0054
OH OH OH OH
6.23.2
6.24
1 m'
6.24.1
1.2 0.35
m'
0.135 0.225 0.0225 0.0068
OH OH OH OH
6.24.2
6.25 6.25.1
1 m' 1.2 0.35
m'
0.036 0.06 0.006 0.0018
OH OH OH OH
6.25.2
6.29
1 m'
6.29.1
1.2 0.35
m'
0.054 0.09 0.009 0.0027
OH OH OH OH
6.29.2
6.31
1 m'
6.31.1
1.2 0.35
m'
0.081 0.135 0.014 0.0041
OH OH OH OH
6.31.2
6.33 6.33.1
1 Buah 1 1
Buah Set
6.33.2
0.03 0.3 0.03 0.0015 6.35
OH OH OH OH
1 Buah
6.35.1
1 0.025
Buah Set
0.01 0.1 0.01 0.005
OH OH OH OH
6.35.2
413095359.xls53/41
URAIAN PAKERJAAN
SAT.
Memasang Pipa Galvanis Ø ¾" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
18,666.67 18,666.67
19,500.00 19,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
35,719.33 28,933.33 22,400.00 6,533.33 6,786.00 1,620.00 3,600.00 405.00 1,161.00
37,515.00 30,225.00 23,400.00 6,825.00 7,290.00 1,782.00 3,870.00 423.00 1,215.00 136,393.00 124,000.00 96,000.00 28,000.00
Memasang Pipa Galvanis Ø 3" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa
78,333.33 78,333.33
80,000.00 80,000.00
132,898.87 121,416.67 94,000.00 27,416.67
Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
11,482.20 3,240.00 7,200.00 810.00 232.20
12,393.00 3,564.00 7,740.00 846.00 243.00 169,201.83 153,708.33 119,000.00 34,708.33
Memasang Pipa Galvanis Ø 4" Bahan Pipa Galvanis Perlengkapan 35% Harga Pipa
97,500.00 97,500.00
99,166.67 99,166.67
165,479.90 151,125.00 117,000.00 34,125.00
Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,354.90 4,050.00 9,000.00 1,012.50 292.40
15,493.50 4,455.00 9,675.00 1,057.50 306.00
4,750.00 4,750.00
5,000.00 5,000.00
11,189.90 7,362.50 5,700.00 1,662.50
11,881.00 7,750.00 6,000.00 1,750.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
3,827.40 1,080.00 2,400.00 270.00 77.40
4,131.00 1,188.00 2,580.00 282.00 81.00
9,500.00 9,500.00
12,833.33 12,833.33
20,466.10 14,725.00 11,400.00 3,325.00
26,088.17 19,891.67 15,400.00 4,491.67
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,741.10 1,620.00 3,600.00 405.00 116.10
6,196.50 1,782.00 3,870.00 423.00 121.50 45,242.92 35,972.92 27,850.00 8,122.92 9,270.00 2,673.00 5,805.00 607.50 184.50
Memasang Pipa PVC type AW Ø ½" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Pipa PVC type AW Ø 2" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Pipa PVC type AW Ø 3" Bahan Pipa PVC Perlengkapan 35% Harga Pipa Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Bak Cuci Piring Stainles Steel Bahan Bak Cuci Stainles Steel Water Drain & assesories Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor Memasang Kran Ø ¾" atau ½" Bahan Kran Air Seal Tape Tenaga Pekerja Tukang Ledeng Kepala Tukang Mandor
20,416.67 20,416.67
23,208.33 23,208.33
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 45,000.00 45,000.00
40,259.63 31,645.83 24,500.00 7,145.83 8,613.80 2,430.00 5,400.00 607.50 176.30
145,000.00 145,000.00
160,000.00 160,000.00
304,314.50 290,000.00 145,000.00 145,000.00
335,367.50 320,000.00 160,000.00 160,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,314.50 900.00 12,000.00 1,350.00 64.50
15,367.50 990.00 12,900.00 1,410.00 67.50
7,500.00 2,000.00
15,000.00 2,200.00
12,515.00 7,550.00 7,500.00 50.00
20,360.00 15,055.00 15,000.00 55.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 45,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
5,305.00 330.00 4,300.00 450.00 225.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.36
KOEF
1 Buah
6.36.1
1
Buah
6.36.2
0.01 0.1 0.01 0.005
413095359.xls53/42
URAIAN PAKERJAAN
SAT.
OH OH OH OH
Memasang Floor Drain Bahan Floor Drain Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MINIMUM Rp
MAKSIMUM Rp
JUMLAH
3,750.00
4,000.00
MINIMUM Rp 8,715.00 3,750.00 3,750.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
MAKSIMUM Rp 9,325.00 4,000.00 4,000.00 5,325.00 330.00 4,300.00 470.00 225.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
XI
03-7393 - 2008
KODE
6.1
KOEF
Kg Kg
13,000.00 13,000.00
0.06 0.06 0.006 0.003
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
1
kg
1.15
Kg
1.15 0.06 6.1.2
4,599.00 1,800.00 2,400.00 270.00 129.00
4,977.00 1,980.00 2,580.00 282.00 135.00 20,502.00 15,525.00 15,525.00
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,599.00 1,800.00 2,400.00 270.00 129.00
4,977.00 1,980.00 2,580.00 282.00 135.00
100
kg
1 0.1
ltr ltr
21,970.00 14,150.00 11,250.00 2,900.00 7,820.00 3,000.00 4,000.00 45.00 215.00
22,662.00 14,150.00 11,250.00 2,900.00 8,512.00 3,300.00 4,300.00 47.00 225.00
0.100 0.100 0.001 0.005
OH OH OH OH
Mengerjakan Pekerjaan Perakitan (Kuda-kuda Baja) Bahan Solar Minyak Pelumas Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
0.008
Jam
Sewa Alat
1
m2
Membuat Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku
15
Kg
Besi Siku L.30.30.3
13,000.00
13,500.00
32.8
Kg
Besi Plat Baja
11,000.00
0.05
Kg
Kawat Las
1.05
OH
1.05
11,250.00 29,000.00
11,250.00 29,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
70,000.00
80,000.00
560.00
640.00
638,861.00
685,925.00
558,400.00
598,850.00
195,000.00
202,500.00
12,000.00
360,800.00
393,600.00
52,000.00
55,000.00
2,600.00
2,750.00
80,461.00
87,075.00
Pekerja
30,000.00
33,000.00
31,500.00
34,650.00
OH
Tukang Besi
40,000.00
43,000.00
42,000.00
45,150.00
0.105
OH
Kepala Tukang
45,000.00
47,000.00
4,725.00
4,935.00
0.052
OH
Mandor
43,000.00
45,000.00
2,236.00
2,340.00
10
cm
Mengerjakan Pengelasan dengan Las Listrik
16,609.50
18,617.50
2,533.50
2,653.50
Bahan
Tenaga
Bahan 0.04
kg
Kawat Las
52,000.00
55,000.00
2,080.00
2,200.00
0.03
ltr
Solar
11,250.00
11,250.00
337.50
337.50
0.004
ltr
Minyak Pelumas
29,000.00
29,000.00
116.00
116.00
14,076.00
15,964.00
0.04
OH
Pekerja
30,000.00
33,000.00
1,200.00
1,320.00
0.02
OH
Tukang Besi
40,000.00
43,000.00
800.00
860.00
0.002
OH
Kepala Tukang
45,000.00
47,000.00
90.00
94.00
0.002
OH
Mandor
43,000.00
45,000.00
86.00
90.00
0.17
Jam
Sewa Alat
70,000
80,000
11,900.00
13,600.00
1
m2
Memasang Pintu Rolling Door Besi
314,658.00
327,110.00
Bahan
225,000.00
230,000.00
225,000.00
230,000.00
6.5.2
Tenaga
1
m2
1.2
OH
6.7.2
Pintu Gulung Besi
225,000.00
230,000.00
89,658.00
97,110.00
Pekerja
30,000.00
33,000.00
36,000.00
39,600.00
Tenaga 1.2
OH
Tukang Besi
40,000.00
43,000.00
48,000.00
51,600.00
0.12
OH
Kepala Tukang
45,000.00
47,000.00
5,400.00
5,640.00
0.006
OH
Mandor
43,000.00
45,000.00
258.00
270.00
1
m2
Memasang Pintu Lipat (Folding Door)
383,726.00
416,498.00
Bahan
350,000.00
380,000.00
350,000.00
380,000.00
6.8.1 1
m2
350,000.00
380,000.00
0.44
OH
33,726.00
36,498.00
Pekerja
30,000.00
33,000.00
13,200.00
0.44
14,520.00
OH
Tukang Besi
40,000.00
43,000.00
17,600.00
18,920.00
0.044
OH
Kepala Tukang
45,000.00
47,000.00
1,980.00
2,068.00
0.022
OH
Mandor
43,000.00
45,000.00
946.00
990.00
6.8.2
413095359.xls
33,000.00 43,000.00 47,000.00 45,000.00
0.06 0.06 0.006 0.003
6.5.1
6.8
21,582.00 16,605.00 15,525.00 1,080.00
13,500.00
6.4.2
6.7.1
13,500.00 18,000.00
20,329.00 15,730.00 14,950.00 780.00
13,000.00
6.4.1
6.7
MAKSIMUM Rp
kg
6.3.2
6.5
JUMLAH MINIMUM Rp
19,549.00 14,950.00 14,950.00
6.3.1
6.4
MAKSIMUM Rp
Memasang Rangka Kuda-kuda Baja IWF Bahan Besi Baja IWF
6.2.2
6.3
MINIMUM Rp
PEKERJAAN BESI & ALLUMUNIUM Memasang Besi Profil Bahan Besi Profil Meni Besi
1
6.1.1
6.2 6.2.1
URAIAN PAKERJAAN
SAT.
Pintu Lipat Tenaga
53/43
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.9
KOEF 1
m2
6.9.1 1
m2
0.08
OH
0.8
280,000.00
38,172.00
40,980.00
2,400.00
2,640.00
OH
Tukang Besi
40,000.00
43,000.00
32,000.00
34,400.00
Sunscreen Allumunium
0.08
OH
Kepala Tukang
45,000.00
47,000.00
3,600.00
3,760.00
OH
Mandor
43,000.00
45,000.00
172.00
180.00
1
m2
Memasang Rolling Door Allumunium
286,650.00
297,950.00
Bahan
210,000.00
215,000.00
210,000.00
215,000.00
1
m2
210,000.00
215,000.00
1
OH
1
Rolling Allumunium
76,650.00
82,950.00
Pekerja
30,000.00
33,000.00
30,000.00
33,000.00
OH
Tukang Besi
40,000.00
43,000.00
40,000.00
43,000.00
0.1
OH
Kepala Tukang
45,000.00
47,000.00
4,500.00
4,700.00
0.05
OH
Mandor
43,000.00
45,000.00
2,150.00
2,250.00
1
m'
Memasang Kusen Pintu Allumunium
82,593.80
85,764.60
Bahan
79,300.00
82,200.00
Tenaga
m'
Profil Allumunium
68,000.00
70,000.00
74,800.00
77,000.00
750.00
800.00
1,500.00
1,600.00
50,000.00
60,000.00
3,000.00
3,600.00
2
buah
Skrup Fixer
0.06
Tube
Sealant
3,293.80
3,564.60
0.043
OH
Pekerja
30,000.00
33,000.00
1,290.00
1,419.00
0.043
OH
Tukang Besi
40,000.00
43,000.00
1,720.00
1,849.00
0.0043
OH
Kepala Tukang
45,000.00
47,000.00
193.50
202.10
0.0021
OH
Mandor
43,000.00
45,000.00
90.30
94.50
1
m2
Memasang Pintu Allumunium Strip Lebar 8 cm
743,713.10
826,048.50
Bahan
737,200.00
819,000.00
Tenaga
4.4
m'
Profil Allumunium
68,000.00
70,000.00
299,200.00
308,000.00
14.6
m'
Allumunium Strip
30,000.00
35,000.00
438,000.00
511,000.00
0.085 0.085 0.0085 0.0042
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,513.10 2,550.00 3,400.00 382.50 180.60
7,048.50 2,805.00 3,655.00 399.50 189.00
1
m2
4.4 4.5 0.27
222,308.00 215,200.00 154,000.00 45,000.00 16,200.00
6.12.2
m' m' tube
Memasang Pintu Kaca Rangka Allumunium Bahan Pintu Allumunium Profil Kaca Sealant
30,000.00 9,000.00 50,000.00
35,000.00 10,000.00 60,000.00
192,570.00 186,000.00 132,000.00 40,500.00 13,500.00
0.085 0.085 0.009 0.005
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,570.00 2,550.00 3,400.00 405.00 215.00
7,108.00 2,805.00 3,655.00 423.00 225.00
1
m2
1
129,055.00 100,000.00 100,000.00
6.13.2
m2
Memasang Venetions Blinds & Vertical Blinds Bahan Venetions Blinds atau Vertical Blinds (tirai)
95,000.00
100,000.00
121,849.00 95,000.00 95,000.00
0.35 0.35 0.035 0.018
OH OH OH OH
Tenaga Pekerja Tukang Besi Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
26,849.00 10,500.00 14,000.00 1,575.00 774.00
29,055.00 11,550.00 15,050.00 1,645.00 810.00
1
m2
6.177 27.08
212,628.00 74,124.00 74,124.00 504,161.90
6.14.2
m' cm
Memasang Terali Besi Strip (2x3) cm Bahan Besi Strip 2x3 Pengelasan
11,000.00 16,609.50
12,000.00 18,617.50
195,931.00 67,947.00 67,947.00 449,785.26
1.67 1.67 0.167 0.083
OH OH OH OH
Tenaga Pekerja Tukang Las Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
127,984.00 50,100.00 66,800.00 7,515.00 3,569.00
138,504.00 55,110.00 71,810.00 7,849.00 3,735.00
1
m2
1.1 11.11 1.716
m2 cm kg
10,000.00 18,617.50 12,000.00
220,972.55 213,307.55 9,900.00 184,531.55 18,876.00
246,727.43 238,432.43 11,000.00 206,840.43 20,592.00
6.15.2
413095359.xls
280,000.00
265,000.00
33,000.00
6.12.1
6.16 6.16.1
320,980.00
265,000.00
30,000.00
6.11.2
6.15 6.15.1
303,172.00
Bahan
0.004
1.1
6.14 6.14.1
MAKSIMUM Rp
Pekerja
6.11.1
6.13 6.13.1
JUMLAH MINIMUM Rp
Sunscreen Allumunium
Tenaga
6.10.2
6.12
MAKSIMUM Rp
280,000.00
6.10.1
6.11
MINIMUM Rp
265,000.00
6.9.2
6.10
URAIAN PAKERJAAN
SAT.
Memasang Kawat Nyamuk Bahan Kawat Nyamuk nylon Pengelasan Baja Strip (0,2x2) cm
9,000.00 16,609.50 11,000.00
53/44
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.16.2
6.17 6.17.1
0.1 0.1 0.01 0.0050
OH OH OH OH
1
m2
1.1 10 7
m2 buah m'
6.17.2
6.18 6.18.1
Memasang Jendela Nako & Tralis Bahan Jendela Nako Paku Skrup 1 - 2,5 cm Besi Strip Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
JUMLAH MINIMUM Rp
MAKSIMUM Rp
7,665.00 3,000.00 4,000.00 450.00 215.00
8,295.00 3,300.00 4,300.00 470.00 225.00
7,000.00 50.00 450.00
7,500.00 60.00 500.00
26,293.00 11,350.00 7,700.00 500.00 3,150.00
28,535.00 12,350.00 8,250.00 600.00 3,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,943.00 6,000.00 8,000.00 900.00 43.00
16,185.00 6,600.00 8,600.00 940.00 45.00
33,000.00 13,000.00 4,200,000.00
35,000.00 14,000.00 4,400,000.00
138,200.00 114,645.00 34,650.00 195.00 79,800.00
145,985.00 120,560.00 36,750.00 210.00 83,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,555.00 6,000.00 16,000.00 1,125.00 430.00
25,425.00 6,600.00 17,200.00 1,175.00 450.00
40,000.00 14,000.00 12,000.00
63,724.00 45,530.00 39,900.00 130.00 5,500.00
67,760.00 48,140.00 42,000.00 140.00 6,000.00
33,000.00 43,000.00 47,000.00 45,000.00
18,194.00 4,500.00 12,000.00 1,350.00 344.00
19,620.00 4,950.00 12,900.00 1,410.00 360.00
1
m'
1.05 0.015 0.019
Lbr Kg m3
Memasang Talang Datar/Jurai , Seng BJLS 28 Lebar 90 cm Bahan Seng Plaat Paku Biasa 1 - 2,5 cm Kayu Papan Klas II atau III
0.20 0.4 0.025 0.01
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
1
m'
1.05 0.01 0.5
Lbr Kg Kg
Memasang Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm Bahan Seng Plaat 38,000.00 Paku Biasa 1 - 2,5 cm 13,000.00 Besi strip 11,000.00
0.15 0.3 0.03 0.008
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
53/45
MAKSIMUM Rp
33,000.00 43,000.00 47,000.00 45,000.00
30,000.00 40,000.00 45,000.00 43,000.00
OH OH OH OH
6.19.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MINIMUM Rp
0.2 0.2 0.02 0.001
6.18.2
6.19 6.19.1
URAIAN PAKERJAAN
SAT.
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
XII
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN KUNCI dan KACA 6.2 6.2..1
1 Buah 1
Buah
6.2.2 0.01 0.5 0.01 0.005 6.3 6.3.1
OH OH OH OH
1 Buah 1 Buah
6.3..2 0.005 0.5 0.005 0.0025 6.4 6.4.1
OH OH OH OH
1 Buah 1 Buah
6.4.2 0.005 0.5 0.005 0.0025 6.5 6.5.1
OH OH OH OH
1 Buah 1 Buah
6.5.2 0.015 0.15 0.015 0.0075 6.6 6..6.1
OH OH OH OH
1
Buah
1
Buah
6.6.2
0.01 0.1 0.01 0.005 6.7 6.7.1
OH OH OH OH
1
Buah
1
Buah
6.7.2
0.02 0.2 0.02 0.01 6.9 6.9.1
OH OH OH OH
1
Buah
1
Buah
6.9.2
0.015 0.15 0.015 0.00075 6.10 6.10.1
OH OH OH OH
1
Buah
1
Buah
6.10.2
0.05 0.5 0.05 0.0025 6.11
OH OH OH OH
1
Buah
1
Buah
6.11.1 6.11.2
0.02 0.2 0.02 0.001
413095359.xls
OH OH OH OH
Memasang Kunci Tanam Biasa Bahan Kunci Tanam Biasa Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
125,000.00
135,000.00
145,965.00 125,000.00 125,000.00
157,525.00 135,000.00 135,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,965.00 300.00 20,000.00 450.00 215.00
22,525.00 330.00 21,500.00 470.00 225.00 72,012.50 50,000.00 50,000.00
Memasang Kunci Kamar Mandi Bahan Kunci Tanam Kamar Mandi
45,000.00
50,000.00
65,482.50 45,000.00 45,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,482.50 150.00 20,000.00 225.00 107.50
22,012.50 165.00 21,500.00 235.00 112.50
125,000.00
135,000.00
145,482.50 125,000.00 125,000.00
157,012.50 135,000.00 135,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
20,482.50 150.00 20,000.00 225.00 107.50
22,012.50 165.00 21,500.00 235.00 112.50
5,000.00
9,000.00
12,447.50 5,000.00 5,000.00
16,987.50 9,000.00 9,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,447.50 450.00 6,000.00 675.00 322.50
7,987.50 495.00 6,450.00 705.00 337.50
2,250.00
2,500.00
7,215.00 2,250.00 2,250.00
7,825.00 2,500.00 2,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,965.00 300.00 4,000.00 450.00 215.00
5,325.00 330.00 4,300.00 470.00 225.00 26,650.00 16,000.00 16,000.00
Memasang Kunci Selinder Bahan Kunci Selinder Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Memasang Engsel Pintu Bahan Engsel pintu Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Engsel Jendela Kupu-kupu Bahan Engsel Jendela Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Engsel Angin Bahan Engsel Angin
15,000.00
16,000.00
24,930.00 15,000.00 15,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,930.00 600.00 8,000.00 900.00 430.00
10,650.00 660.00 8,600.00 940.00 450.00
5,000.00
15,000.00
12,157.25 5,000.00 5,000.00
22,683.75 15,000.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
7,683.75 495.00 6,450.00 705.00 33.75 40,612.50 15,000.00 15,000.00
Pasang Kait Angin Bahan Kait Angin Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Door Closer Bahan Door Closer
10,000.00
15,000.00
33,857.50 10,000.00 10,000.00
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
23,857.50 1,500.00 20,000.00 2,250.00 107.50
25,612.50 1,650.00 21,500.00 2,350.00 112.50
17,043.00 7,500.00 7,500.00 9,543.00 600.00 8,000.00 900.00 43.00
20,245.00 10,000.00 10,000.00 10,245.00 660.00 8,600.00 940.00 45.00
Pasang Kunci Selot Bahan Kunci Selot Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
53/46
7,500.00
10,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
abk 12-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.13
KOEF 1
Buah
1
Buah
0.01 0.1 0.01 0.0005 1
OH OH OH OH Buah
1
Buah
6.12.1 6.12.2
6.14 6.14.1
6.14.2
0.06 0.6 0.06 0.003 6.15 6.15.1
OH OH OH OH
1
Buah
1
Buah
6.15.2
6.16 6.16.1
0.025 0.25 0.025 0.00125
OH OH OH OH
1
m2
1.1
Pasang Kunci Lemari Bahan Kunci Lemari Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
JUMLAH
10,000.00
15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
185,000.00
200,000.00
MINIMUM Rp 14,771.50 10,000.00 10,000.00 4,771.50 300.00 4,000.00 450.00 21.50 213,629.00 185,000.00 185,000.00
MAKSIMUM Rp 20,122.50 15,000.00 15,000.00 5,122.50 330.00 4,300.00 470.00 22.50 230,735.00 200,000.00 200,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
28,629.00 1,800.00 24,000.00 2,700.00 129.00
30,735.00 1,980.00 25,800.00 2,820.00 135.00
7,500.00
10,000.00
19,425.00 7,500.00 7,500.00
22,803.75 10,000.00 10,000.00
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
11,925.00 750.00 10,000.00 1,125.00 50.00
12,803.75 825.00 10,750.00 1,175.00 53.75 68,183.75 60,500.00 60,500.00
m2
50,000.00
55,000.00
0.015 0.15 0.015 0.00075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
7,683.75 495.00 6,450.00 705.00 33.75
1
m2
1.1
79,182.25 71,500.00 71,500.00
m2
Pasang Kaca tebal 5 mm Bahan Kaca tebal 5mm
60,000.00
65,000.00
73,155.00 66,000.00 66,000.00
0.015 0.15 0.015 0.00075
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 40,000.00
33,000.00 43,000.00 47,000.00 43,000.00
7,155.00 450.00 6,000.00 675.00 30.00
7,682.25 495.00 6,450.00 705.00 32.25
1
m2
1.1
104,483.75 96,800.00 96,800.00
0.015 0.15 0.015 0.00075
7,683.75 495.00 6,450.00 705.00 33.75
6.17.2
m2
Pasang Kaca Cermin tebal 5 mm Bahan Kaca Cermin
87,000.00
88,000.00
102,857.25 95,700.00 95,700.00
OH OH OH OH
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
7,157.25 450.00 6,000.00 675.00 32.25
6.20.2
413095359.xls
Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor
MAKSIMUM Rp
62,157.25 55,000.00 55,000.00
6.17.1
6.20 6.20.1
Pasang Door Stop Bahan Door Stop Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor Pasang Rel Pintu Dorong Bahan Rel Pintu Dorong
MINIMUM Rp
Pasang Kaca tebal 3 mm Bahan Kaca tebal 3mm
6.16.2
6.17
URAIAN PAKERJAAN
SAT.
53/47
abk 12-14
HARGA BAHAN/UPAH No.
XIII
SNI
KODE
KOEF
URAIAN PAKERJAAN
SAT.
03-7395 - 2008
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENUTUP LANTAI dan DINDING 6.3 6.3.1
1
m2
26.5 10.4 0.0450
Buah Kg m3
0.27 0.135 0.014 0.014
OH OH OH OH
1
m2
6.3.2
6.9 6.9.1
6.63 9.8 0.045 1.300
Buah Kg m3 Kg
0.250 0.125 0.013 0.013
OH OH OH OH
1
m'
6.9.2
6.19 6.19.1
5.3 1.14 0.003 0.1
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
1
m2
6.19.2
6.34 6.34.1
10 8.19 0.045 1.62
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
1
m2
6.34.2
6.35 6.35.1
11.87 10.00 0.045 1.50
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
1
m2
6.35.2
6.36 6.36.1
26.5 10.40 0.045 1.62
Buah Kg m3 Kg
0.70 0.35 0.035 0.035
OH OH OH OH
6.36.2
6.39 6.39.1
1 m' 5.3 1.14 0.003 0.025
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
6.39.2
Memasang lantai Ubin PC Abu-abu Uk. 20 x 20 cm Bahan Ubin Abu-abu 20x20 cm Portland Semen Pasir Pasang Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang lantai Ubin Granito Uk. 40 x 40 cm Bahan Ubin Granito 40x40 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Pasang Plint Ubin PC Warna Uk. 10 x 20 cm Bahan Plint Ubin PC Warna 10 x 20 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Lantai Keramik 33 x 33 cm Bahan Ubin Keramik 33 x 33 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Lantai Keramik 30 x 30 cm Bahan Ubin Keramik 30 x 30 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Pasang Lantai Keramik 20 x 20 cm Bahan Ubin Keramik 20 x 20 cm Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Plint Keramik Ukuran 10x20 cm Bahan Ubin Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
900.00 1,050.00 125,000.00
1,080.00 1,062.50 140,000.00
14,749.00 17.00 23,850.00 10,920.00 5,625.00
61,973.00 45,970.00 28,620.00 11,050.00 6,300.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
14,732.00 8,100.00 5,400.00 630.00 602.00
16,003.00 8,910.00 5,805.00 658.00 630.00
40,000.00 1,050.00 125,000.00 9,000.00
43,200.00 1,062.50 140,000.00 10,000.00
306,459.00 292,815.00 265,200.00 10,290.00 5,625.00 11,700.00
330,949.50 316,128.50 286,416.00 10,412.50 6,300.00 13,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
13,644.00 7,500.00 5,000.00 585.00 559.00
14,821.00 8,250.00 5,375.00 611.00 585.00
5,000.00 1,050.00 125,000.00 9,000.00
5,500.00 1,062.50 140,000.00 10,000.00
35,892.00 28,972.00 26,500.00 1,197.00 375.00 900.00
39,269.25 31,781.25 29,150.00 1,211.25 420.00 1,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
3,333.33 1,050.00 125,000.00 9,000.00
3,888.89 1,062.50 140,000.00 10,000.00
100,217.83 62,137.83 33,333.33 8,599.50 5,625.00 14,580.00
111,460.76 70,090.76 38,888.89 8,701.88 6,300.00 16,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
2,727.27 1,050.00 125,000.00 9,000.00
3,181.82 1,062.50 140,000.00 10,000.00
100,077.73 61,997.73 32,372.73 10,500.00 5,625.00 13,500.00
111,063.18 69,693.18 37,768.18 10,625.00 6,300.00 15,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1,140.00 1,050.00 125,000.00 9,000.00
1,400.00 1,062.50 140,000.00 10,000.00
99,415.00 61,335.00 30,210.00 10,920.00 5,625.00 14,580.00
112,020.00 70,650.00 37,100.00 11,050.00 6,300.00 16,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1,000.00 1,050.00 125,000.00 9,000.00
1,058.82 1,062.50 140,000.00 10,000.00
14,017.00 7,097.00 5,300.00 1,197.00 375.00 225.00
14,981.01 7,493.01 5,611.76 1,211.25 420.00 250.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
HARGA BAHAN/UPAH No.
SNI
KODE
6.40 6.40.1
6.43 6.43.1
6.44 6.44.1
KOEF
1 m' 10.6 1.14 0.003 0.05
Buah Kg m3 Kg
0.09 0.09 0.009 0.005
OH OH OH OH
1
m2
1.06 8.19 0.045 0.65
buah kg m3 kg
0.7 0.35 0.035 0.035
OH OH OH OH
1
m2
1.05 0.35
1,000.00 1,050.00 125,000.00 9,000.00
1,058.82 1,062.50 140,000.00 10,000.00
19,542.00 12,622.00 10,600.00 1,197.00 375.00 450.00
20,842.78 13,354.78 11,223.53 1,211.25 420.00 500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,920.00 2,700.00 3,600.00 405.00 215.00
7,488.00 2,970.00 3,870.00 423.00 225.00
375,000.00 1,050.00 125,000.00 9,000.00
390,000.00 1,062.50 140,000.00 10,000.00
455,654.50 417,574.50 397,500.00 8,599.50 5,625.00 5,850.00
476,271.88 434,901.88 413,400.00 8,701.88 6,300.00 6,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00 94,624.00 80,500.00 68,250.00 12,250.00
65,000.00 35,000.00
0.17 0.17 0.017 0.009
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
13,052.00 5,100.00 6,800.00 765.00 387.00
14,124.00 5,610.00 7,310.00 799.00 405.00
1
m2
1.05 0.6
m2 Kg
Memasang Lantai Parquet Jati Bahan Parquet Jati Lem Vynil
140,000.00 32,000.00
150,000.00 35,000.00
204,280.00 166,200.00 147,000.00 19,200.00
219,870.00 178,500.00 157,500.00 21,000.00
0.70 0.35 0.035 0.035
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
38,080.00 21,000.00 14,000.00 1,575.00 1,505.00
41,370.00 23,100.00 15,050.00 1,645.00 1,575.00
1
m2
620.00 1,050.00 125,000.00 9,000.00
700.00 1,062.50 140,000.00 10,000.00
118,585.00 69,625.00 32,860.00 9,765.00 2,250.00 24,750.00
130,191.25 77,001.25 37,100.00 9,881.25 2,520.00 27,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
48,960.00 27,000.00 18,000.00 2,025.00 1,935.00
53,190.00 29,700.00 19,350.00 2,115.00 2,025.00
920.00 1,050.00 125,000.00 9,000.00
1,320.00 1,062.50 140,000.00 10,000.00
102,815.00 53,855.00 24,380.00 9,765.00 2,250.00 17,460.00
119,971.25 66,781.25 34,980.00 9,881.25 2,520.00 19,400.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
48,960.00 27,000.00 18,000.00 2,025.00 1,935.00
53,190.00 29,700.00 19,350.00 2,115.00 2,025.00
375,000.00 35.00 1,050.00 125,000.00 9,000.00
390,000.00 35.00 1,062.50 140,000.00 10,000.00
490,362.11 419,642.11 397,500.00 105.11 13,062.00 3,125.00 5,850.00
513,552.61 436,722.61 413,400.00 105.11 13,217.50 3,500.00 6,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
70,720.00 39,000.00 26,000.00 2,925.00 2,795.00
76,830.00 42,900.00 27,950.00 3,055.00 2,925.00
70,000.00 1,050.00 125,000.00
75,000.00 1,062.50 140,000.00
131,792.50 93,712.50 77,000.00 12,337.50 4,375.00
141,254.38 99,884.38 82,500.00 12,484.38 4,900.00
30,000.00
33,000.00
38,080.00 21,000.00
41,370.00 23,100.00
53 9.3 0.018 2.75
Buah Kg m3 Kg
0.9 0.45 0.045 0.045
OH OH OH OH
1
m2
26.5 9.3 0.018 1.94
Buah Kg m3 Kg
0.9 0.45 0.045 0.045
OH OH OH OH
1
m2
6.54.2
Memasang Dinding Keramik 10x20 cm, Bahan Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Dinding Keramik 20x20 cm, Bahan Keramik Portland Semen Pasir Pasang Semen Warna Tenaga Pekerja Tukang Batu Kepala Tukang Mandor Memasang Dinding Marmer Ukuran 1.00x1.00 cm Bahan Marmer Paku 12 cm Portlan Semen Pasir Pasang Semen Warna
1.06 3.003 12.44 0.025 0.65
buah buah kg m3 kg
1.3 0.65 0.065 0.065
OH OH OH OH
1
m2
1.10 11.75 0.035
m2 Kg m3
Memasang Dinding Batu Paros / Batu Tempel Hitam Bahan Batu Paros Portland Semen Pasir Pasang
0.70
OH
Tenaga Pekerja
6.55.2
6.57 6.57.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MAKSIMUM Rp
62,500.00 32,000.00
6.53.2
6.55 6.55.1
Memasang Lantai Marmer Ukuran 1.00x1.00 cm Bahan Marmer Portland Semen Pasir Pasang Semen Warna
JUMLAH MINIMUM Rp
m2 kg
6.53.1
6.54 6.54.1
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
MAKSIMUM Rp
89,877.00 76,825.00 65,625.00 11,200.00
6.46.2
6.53
Memasang Plint Keramik Ukuran 10x10 cm Bahan Ubin Keramik Portland Semen Pasir Pasang Semen Warna
MINIMUM Rp
Memasang Lantai Karpet Bahan Karpet Lem
6.44.2
6.46 6.46.1
URAIAN PAKERJAAN
SAT.
6.57.2
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
HARGA BAHAN/UPAH No.
SNI
KODE
6.60 6.60.1
KOEF
MINIMUM Rp 40,000.00 45,000.00 43,000.00
JUMLAH
MAKSIMUM Rp 43,000.00 47,000.00 45,000.00
MINIMUM Rp 14,000.00 1,575.00 1,505.00
MAKSIMUM Rp 15,050.00 1,645.00 1,575.00 127,714.00 107,750.00 99,000.00 8,750.00
0.35 0.035 0.035
OH OH OH
Tukang Batu Kepala Tukang Mandor
1
m2
2.2 0.25
m' kg
Memasang Wall Paper Lebar 50 cm Bahan Wall Paper Lem
40,000.00 32,000.00
45,000.00 35,000.00
114,351.00 96,000.00 88,000.00 8,000.00
0.35 0.175 0.017 0.002
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
18,351.00 10,500.00 7,000.00 765.00 86.00
19,964.00 11,550.00 7,525.00 799.00 90.00
1
m'
0.003 0.05
m3 kg
Memasang Plint Kayu Klas II Ukuran 2x10 cm Bahan Papan Kayu Klas II Paku Sekrup 5 cm
5,800,000.00 100.00
6,200,000.00 110.00
26,603.00 17,405.00 17,400.00 5.00
28,559.50 18,605.50 18,600.00 5.50
0.12 0.12 0.012 0.006
OH OH OH OH
Tenaga Pekerja Tukang Batu Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,198.00 3,600.00 4,800.00 540.00 258.00
9,954.00 3,960.00 5,160.00 564.00 270.00
6.60.2
6.63 6.63.1
URAIAN PAKERJAAN
SAT.
6.61.2
HARGA BAHAN/UPAH No.
XIV 03-
SNI
KODE
KOEF
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
PEKERJAAN PENGECATAN
-2002 6.1
1
m2 Kg
Mengikis / Mengerok Permukaan Cat Tembok Lama Bahan Soda Api
0.05
12,000.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
1
m2
0.05
6.1.1
6.1.2
6.2 6.2.1
6.3
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.05
5,687.50 625.00 625.00
Kg
Mengerok Karat Cat Lama permukaan Baja dg cara manual Bahan Sabun
11,000.00
12,500.00
5,157.50 550.00 550.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.05
5,687.50 625.00 625.00
Kg
Penyabun Permukaan Tembok Lama Bahan Sabun
11,000.00
12,500.00
5,157.50 550.00 550.00
0.15 0.0025
OH OH
Tenaga Pekerja Mandor
30,000.00 43,000.00
33,000.00 45,000.00
4,607.50 4,500.00 107.50
5,062.50 4,950.00 112.50
1
m2
0.08 0.02 0.1
Kg Kg lbr
0.04 0.04 0.004 0.0025
OH OH OH OH
4,780.50 1,440.00 960.00 160.00 320.00 3,340.50 1,320.00 1,720.00 188.00 112.50
1
m2
0.15 0.17 0.17
6.6.2
Mendempul dan Menggosok Kayu Bahan Dempul Jadi Minyak Cat Amplas Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
11,000.00 6,000.00 3,000.00
12,000.00 8,000.00 3,200.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
4,387.50 1,300.00 880.00 120.00 300.00 3,087.50 1,200.00 1,600.00 180.00 107.50
16,980.00 10,980.00 1,800.00 2,550.00 6,630.00
Kg Kg Kg
Pengecatan Bidang Lama Bahan Plamir Cat Dasar Cat Penutup
11,000.00 11,000.00 38,000.00
12,000.00 15,000.00 39,000.00
15,525.00 9,980.00 1,650.00 1,870.00 6,460.00
0.07 0.075 0.0075 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
5,545.00 2,100.00 3,000.00 337.50 107.50
6,000.00 2,310.00 3,225.00 352.50 112.50
1
m2
18,777.50
20,275.50
0.2 0.15 0.17 0.26
6.7.1
6.7.2
Kg Kg Kg Kg
Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 2 lap.Cat Penutup Bahan Cat Meni Plamir Cat Dasar Cat Penutup 2 kali
11,000.00 11,000.00 13,000.00 38,000.00
15,000.00 12,000.00 13,200.00 39,000.00
15,940.00 2,200.00 1,650.00 2,210.00 9,880.00
17,184.00 3,000.00 1,800.00 2,244.00 10,140.00
0.07 0.009 0.006 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
2,837.50 2,100.00 360.00 270.00 107.50
3,091.50 2,310.00 387.00 282.00 112.50
1
m2
25,947.50
27,819.50
0.2 0.15 0.17 0.35
6.8.1
6.8.2
Kg Kg Kg Kg
Pengecatan Bidang Kayu Baru (1 lap.Plamir) 1 lap.Cat Dasar & 3 lap.Cat Penutup Bahan Cat Meni Plamir Cat Dasar Cat Penutup 2 kali
11,000.00 11,000.00 13,000.00 38,000.00
15,000.00 12,000.00 13,200.00 39,000.00
19,360.00 2,200.00 1,650.00 2,210.00 13,300.00
20,694.00 3,000.00 1,800.00 2,244.00 13,650.00
0.07 0.105 0.004 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,587.50 2,100.00 4,200.00 180.00 107.50
7,125.50 2,310.00 4,515.00 188.00 112.50
1
m2
0.36
Ltr
31,000.00
17,102.50 10,440.00 10,440.00
18,262.50 11,160.00 11,160.00
6.9.1
6.9.2
6.10
5,687.50 625.00 625.00
0.15 0.0025
6.6.1
6.9
5,062.50 4,950.00 112.50
12,500.00
6.4.2
6.8
4,607.50 4,500.00 107.50
11,000.00
6.4.1
6.7
33,000.00 45,000.00
Kg
6.3.2
6.6
5,687.50 625.00 625.00
5,157.50 550.00 550.00
6.3.1
6.4
12,500.00
5,207.50 600.00 600.00
Mencuci Bidang Permukaan Tembok yang Pernah dicat Bahan Sabun
6.2.2
6.10.1
413095359.xls
URAIAN PAKERJAAN
SAT.
Pelaburan Bidang Kayu dg Teak Oil Bahan Teak Oil
53/51
29,000.00
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
6.10.2
6.11 6.11.1
OH OH OH OH
1
m2
0.15 0.372 2
Ltr Ltr Lbr
0.06 0.016 0.0025
OH OH OH
1
m2
0.35
Ltr
Pelaburan Bidang Kayu dg Cat Residu & Ter Bahan Residu atau Ter
0.1 0.006
OH OH
Tenaga Pekerja Mandor
1
m2
6.12.2
6.13 6.13.1
0.15 0.05 0.1 0.01
Ltr Ltr Lbr Buah
6.13.2
6.14
0.16 0.16 0.016 0.0025
OH OH OH OH
1
m2
0.1 0.1 0.26
Kg Kg Kg
0.02 0.063 0.0063 0.0025
OH OH OH OH
1
m2
0.1 0.18
6.14.1
6.14.2
6.15
Pelaburan Bidang Kayu dg Politur Bahan Politur Politur Jadi Ampelas Tenaga Tukang Cat Kepala Tukang Mandor
Pelaburan Bidang Kayu dg Vernis Bahan Vernis Dempul Ampelas Kuas Tenaga Pekerja Tukang Cat Kepala Tukang Mandor Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 lap. Cat Penutup) Bahan Plamir Cat Dasar Cat Penutup 2 kali Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 6,662.50 1,200.00 2,520.00 2,835.00 107.50
MAKSIMUM Rp 7,102.50 1,320.00 2,709.00 2,961.00 112.50 26,026.50 22,582.00 4,650.00 11,532.00 6,400.00 3,444.50 2,580.00 752.00 112.50
29,000.00 29,000.00 3,000.00
31,000.00 31,000.00 3,200.00
40,000.00 45,000.00 43,000.00
43,000.00 47,000.00 45,000.00
24,365.50 21,138.00 4,350.00 10,788.00 6,000.00 3,227.50 2,400.00 720.00 107.50
2,500.00
2,700.00
4,133.00 875.00 875.00
4,515.00 945.00 945.00
30,000.00 43,000.00
33,000.00 45,000.00
3,258.00 3,000.00 258.00
3,570.00 3,300.00 270.00
17,242.50 5,215.00 4,350.00 550.00 300.00 15.00 12,027.50 4,800.00 6,400.00 720.00 107.50
18,619.50 5,595.00 4,650.00 600.00 320.00 25.00 13,024.50 5,280.00 6,880.00 752.00 112.50
9,561.00
10,383.60 6,606.00 1,050.00 1,500.00 4,056.00 3,777.60 660.00 2,709.00 296.10 112.50
29,000.00 11,000.00 3,000.00 1,500.00
31,000.00 12,000.00 3,200.00 2,500.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,000.00 12,500.00 15,000.00
10,500.00 15,000.00 15,600.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
6,050.00 900.00 1,250.00 3,900.00 3,511.00 600.00 2,520.00 283.50 107.50
7,347.90 4,308.00 1,500.00 2,808.00
Kg Kg
12,500.00 15,000.00
15,000.00 15,600.00
0.028 0.042 0.0042 0.0025
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
2,816.50 840.00 1,680.00 189.00 107.50
3,039.90 924.00 1,806.00 197.40 112.50
1
m2
0.1 0.01
11,954.00 2,150.00 1,800.00 350.00
Kg Kg
Pengecatan Permukaan Baja dg Meni Besi Bahan Meni Besi Perekat / Lem
13,000.00 32,000.00
18,000.00 35,000.00
10,740.00 1,620.00 1,300.00 320.00
0.02 0.2 0.002 0.01
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
9,120.00 600.00 8,000.00 90.00 430.00
9,804.00 660.00 8,600.00 94.00 450.00
1
m2
0.1 0.01 0.002
Kg Kg m3
Pengecatan Permukaan Baja dg Meni Besi & Perancah Bahan Meni Besi Perekat / Lem Perancah Kayu
13,000.00 32,000.00 550,000.00
18,000.00 35,000.00 650,000.00
20,555.00 2,720.00 1,300.00 320.00 1,100.00
22,770.00 3,450.00 1,800.00 350.00 1,300.00
0.25 0.225 0.0225 0.0075
OH OH OH OH
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
17,835.00 7,500.00 9,000.00 1,012.50 322.50
19,320.00 8,250.00 9,675.00 1,057.50 337.50
6.20.1
6.20.2
6.21.1
6.21.2
413095359.xls
30,000.00 40,000.00 45,000.00 43,000.00
MAKSIMUM Rp
6,766.50 3,950.00 1,250.00 2,700.00
6.15.2
6.21
MINIMUM Rp
Pengecat Tembok Lama (1lap.Plamir, 2lap Cat Penutup) Bahan Cat Dasar Cat Penutup 2 kali
6.15.1
6.20
Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
0.04 0.063 0.063 0.0025
6.11.2
6.12 6.12.1
URAIAN PAKERJAAN
SAT.
53/52
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE 6.24
KOEF
SAT. 1
m2
0.11 0.17 0.08
Kg Kg Kg
0.50 0.80 0.30 0.20
OH OH OH OH
6.24.1
6.24.2
413095359.xls
URAIAN PAKERJAAN Pengecatan Permukaan Baja lapis Seng (Galvanis) secara Manual sistem 3 lap. Cat Konvensional dg Tebal 200 μm Bahan Cat dasar Cat Antara Cat Penutup Tenaga Pekerja Tukang Cat Kepala Tukang Mandor
53/53
MINIMUM Rp
MAKSIMUM Rp
12,500.00 12,500.00 35,000.00
13,000.00 13,000.00 42,000.00
30,000.00 40,000.00 45,000.00 43,000.00
33,000.00 43,000.00 47,000.00 45,000.00
JUMLAH MINIMUM Rp 75,400.00
MAKSIMUM Rp 81,000.00
6,300.00 1,375.00 2,125.00 2,800.00 69,100.00 15,000.00 32,000.00 13,500.00 8,600.00
7,000.00 1,430.00 2,210.00 3,360.00 74,000.00 16,500.00 34,400.00 14,100.00 9,000.00
abk 14-14
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