SUMBER DATA D A E R A H
DAFTAR
SEWA
P E R A L A T AN
: :
PASARAN B E BAS KOTA SEMARANG & SEKITAR EDISI MARET 2017 HARGA
NO.
PERALATAN
SATUAN
MINIMUM (Rp)
MAKSIMUM (Rp)
1 Dump Truck
3 ton
Jam
115,000
120,000
2 Dump Truck
9 ton
Jam
160,000
170,000
3 Truk Bak Terbuka Engkel
Jam
130,000
140,000
4 Truk Tanki Air
Jam
290,000
300,000
Jam
650,000
700,000
6 Motor Grader
Jam
600,000
640,000
7 Wheel Loader
Jam
250,000
280,000
8 Excavator
Jam
610,000
660,000
Jam
435,000
450,000
10 Flat Bed Truck
jam
400,000
440,000
11 Baby Roller / Pedestrian
Jam
110,000
120,000
12 P.Tire Roller 8 - 10 ton
Jam
530,000
550,000
13 Baby Roller
jam
50,000
60,000
14 Vibrator Roller self 7 ton
Jam
500,000
510,000
15 Pile Driver / Hammer
jam
150,000
160,000
16 Water Pump
Jam
35,000
40,000
17 Asphalt Sprayer
Jam
135,000
140,000
18 Pick Up
Jam
55,000
64,000
19 A M P
Jam
5,500,000
5,600,000
20 Asphalt Finisher
Jam
330,000
350,000
21 Concrete Vibrator
Jam
55,000
60,000
22 Compressor
Jam
300,000
320,000
23 Concrete Mixer 0,125m3
Jam
75,000
80,000
24 Concrete Cutter
jam
35,000
40,000
25 Stamper
Jam
35,000
40,000
Jam
180,000
185,000
27 Alat Pengecat Marka
Jam
300,000
320,000
28 Mesin Las
jam
180,000
200,000
29 Stone Crusher
jam
850,000
900,000
30 Truck Trailler
trip
7,250,000
7,400,000
5 Bulldozer
9 Crane
26 Genset
100 - 150 hp
35 ton
single cabin
5-25kva+bbm
DAFTAR
SEWA
P E R A L A T AN
EDISI MARET 2017
KET.
DAFTAR SUMBER DATA D A E R A H
: :
U PAH PE K E R JA PASARAN B E BAS KOTA SEMARANG & SEKITAR EDISI MARET 2017 HARGA
NO.
359386722.xls
URAIAN PEKERJA
SATUAN
MINIMUM (Rp)
MAKSIMUM (Rp)
1 Pekerja
Hr
60,000
65,000
2 Mandor
Hr
80,000
85,000
3 Tukang listrik
Hr
75,000
85,000
4 Tukang kayu
Hr
75,000
85,000
5 Kep. tk. kayu
Hr
90,000
95,000
6 Tukang batu
Hr
75,000
85,000
7 Kep. tk. batu
Hr
90,000
95,000
8 Tukang besi
Hr
75,000
85,000
9 Kep. tk. besi
Hr
90,000
95,000
10 T u k a n g c a t
Hr
75,000
85,000
11 K e p . t k . c a t
Hr
90,000
95,000
12 T u k a n g p l i t u r
Hr
75,000
85,000
13 T u k a n g j a l a n
Hr
60,000
65,000
14 T u k a n g g a l i
Hr
60,000
65,000
15 Tukang masak aspal
Hr
60,000
65,000
16 T k . l e i d e n g
Hr
75,000
85,000
17 M a s i n i s
Hr
150,000
175,000
18 P e m b . M a s i n i s
Hr
100,000
110,000
19 P e n j a g a a p i
Hr
50,000
65,000
20 P e n j a g a m a l a m
Hr
60,000
65,000
21 Sopir
Hr
150,000
165,000
22 Pembantu Sopir
Hr
100,000
110,000
99
KET.
utk
DAFTAR SUMBER
DATA
D A E R A H
HARGA
SATUAN BAHAN
BANGUNAN
:
PASARAN
BEBAS
:
KOTA SEMARANG & SEKITAR EDISI MARET 2017
HARGA NO.
I
J E N I S
BAHAN
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KET
DASAR
1 BATU KALI
Bulat Utuh Bulat Belah
2 KERIKIL
m3
200,000
220,000
m3
250,000
290,000
Pecah
10/15
m3
250,000
300,000
Pecah
5/7
m3
300,000
350,000
Pecah
3/5
m3
330,000
360,000
Timbun
m3
130,000
140,000
Sawur / Koral
m3
140,000
160,000
Beton
0,5/1
m3
350,000
370,000
Beton
,1/2
m3
380,000
400,000
Beton
,2/3
m3
380,000
390,000
Biasa
m3
240,000
260,000
Tras Giling
m3
280,000
330,000
3 BATU BATA
ex lokal
bh
600
670
4 PASIR
Urug
m3
200,000
230,000
Pasang
m3
320,000
370,000
Beton
m3
350,000
500,000
Padas
m3
110,000
120,000
Liat
m3
110,000
120,000
Pasang
m3
310,000
350,000
Semen Merah
m3
175,000
185,000
Merk I 40 kg
zak
42,000
44,000
Merk I 50 kg
zak
52,000
52,500
Merk II 40 kg
zak
43,000
46,000
Merk II 50 kg
zak
52,500
53,000
Semen Putih 40 kg
zak
80,000
82,500
Semen Putih 50 kg
zak
90,000
95,000
Semen warna
kg
11,000
15,000
5 TANAH
6 KAPUR
7 PORTLAND CEMENT
II
BAHAN
PENUTUP ATAP
1 SIRAP
(100 lbr)
pak
185,000
190,000
2 GENTENG BETON
Genteng Beton Warna standard
bh
6,000
7,000
Genteng Beton Warna Special
bh
9,500
10,500
Genteng Beton Warna Khusus
bh
14,000
15,200
Kerpus Beton Warna Standard
bh
8,500
10,000
Kerpus Beton Warna Special
bh
11,500
12,000
Kerpus Beton Warna Khusus
bh
13,000
13,500
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
3 GENTENG TANAH LIAT Vlaam/Plentong
bh
2,200
2,400
Kodok
bh
2,900
3,200
Kodok Glasur
bh
4,000
4,250
Nok kerpus Kodok
bh
6,500
6,800
Nok kerpus Kodok Glasur
bh
8,000
12,000
Plentong super besar 18 bh/m2
bh
5,100
5,350
Nok kerpus plentong super
bh
9,000
9,200
Vlaam tebal 2 mm
bh
11,000
12,500
Vlaam tebal 3 mm
bh
13,500
15,000
Kodok tebal 2 mm
bh
10,500
12,500
Kodok tebal 3 mm
bh
13,000
17,500
. 200 cm X 102 cm X 5 mm
bh
86,000
90,000
. 225 cm X 102 cm X 5 mm
bh
95,000
102,000
. 250 cm X 102 cm X 5 mm
bh
105,000
125,000
. 200 cm X 102 cm X 6 mm
bh
92,000
95,000
. 225 cm X 102 cm X 6 mm
bh
95,000
100,000
. 250 cm X 102 cm X 6 mm
bh
105,000
110,000
. 150 cm X 105 cm X 4 mm
bh
42,000
45,000
. 180 cm X 105 cm X 4 mm
bh
50,500
52,000
. 210 cm X 105 cm X 4 mm
bh
59,000
60,000
. 240 cm X 105 cm X 4 mm
bh
65,000
68,000
. 270 cm X 105 cm X 4 mm
bh
76,000
76,500
. 300 cm X 105 cm X 4 mm
bh
80,000
85,000
ONDULINE : 95 cm x 200cm x 0.3mm
lbr
145,000
155,000
ONDUVILLA : 40cm x 106 cm x 0,3mm
lbr
80,000
90,000
. Kerpus Genteng
bh
31,000
40,000
. Stel Besar
bh
45,000
50,000
. Paten Besar
bh
43,000
47,000
. Stel Besar
bh
44,000
48,000
. Patent Besar
bh
27,000
30,500
. Plat besar
bh
51,000
55,000
lbr
105,000
110,000
. 100cm X 100 cm X 3 mm
bh
15,500
17,000
. 100cm X 100 cm X 4 mm
bh
20,000
23,000
. 50 cm X 200 cm X 3 mm
bh
14,000
15,000
. 40 cm X 200 cm X 3 mm
bh
13,000
14,000
4 GENTENG KACA
5 ASBES GELOMBANG BESAR
Asbes Gelombang Kecil
NOK
Jabes nok
Nokstel gelombang harflex
NOK UNT ONDULINE & ONDUVILLA Ukuran 50cm x 50 cm x 0,3mm 6 ASBES PLAT
KET
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
FIBER PLAT
uk. 100cm x 100cm x 4mm
lbr
25,000
30,000
unt Plafond
uk. 120cm x 240cm x 4mm
lbr
69,000
72,500
uk. 122cm x 244cm x 4mm
lbr
70,000
75,000
uk.122cm x 244cm x 5mm
lbr
100,000
108,000
uk.122cm x 244cm x 6mm
lbr
125,000
132,000
uk.122cm x 244cm x 8mm
lbr
185,000
192,000
uk.122cm x 244cm x 10mm
lbr
245,000
260,000
180 X 92 cm
bh
50,000
60,000
200 X 92 cm
bh
57,500
65,000
250 X 92 cm
bh
65,500
74,000
180 X 105 cm
bh
68,000
90,000
210 X 105 cm
bh
70,000
105,000
250 X 105 cm
bh
80,000
120,000
BJLS 0,18 lebar 55 cm
m'
22,000
24,500
BJLS 0,20 lebar 55 cm
m'
24,500
27,000
BJLS 0,28 lebar 55 cm
m'
26,500
30,000
BJLS 0,30 lebar 55 cm
m'
30,000
35,000
BJLS 0,18 panjang 180 cm
lbr
40,000
45,000
BJLS 0,20 panjang 180 cm
lbr
41,500
55,000
BJLS 0,30 panjang 180 cm
lbr
59,000
60,000
BJLS 0,40 panjang 180 cm
lbr
69,000
75,000
Papan
m3
22,000,000
23,000,000
Balok/pesagen
m3
20,000,000
20,500,000
Papan
m3
7,200,000
7,800,000
Balok/pesagen
m3
6,900,000
7,500,000
Papan
m3
6,250,000
7,000,000
Balok/pesagen
m3
5,500,000
5,900,000
Papan
m3
4,800,000
5,700,000
Balok/pesagen
m3
4,500,000
5,400,000
Papan
m3
2,050,000
3,800,000
Balok/pesagen
m3
2,000,000
2,100,000
Papan
m3
10,000,000
12,000,000
Balok/pesagen
m3
9,375,000
9,850,000
Sedang 8 x 10 x 400 cm
bt
21,000
24,000
Kecil 6 x 7 x 400 cm
bt
18,000
21,000
Besar 10 x 12 x 400 cm
bt
31,000
34,000
Kayu cetakan
m3
2,200,000
2,700,000
Kayu bakar
m3
150,000
170,000
Bambu
bt
10,000
12,000
GRC BOARD
7 FIBRE GLASS (JABES)
8 SENG PLAT
9 SENG GELOMBANG
III . B A H A N K A Y U 1 JATI
2 KAMPER
3 KRUING
4 MERANTI
5 LANAN
6 BENGKIRAI
7 DOLKEN
KET
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
IV . BAHAN PENUTUP DINDING / LANTAI 1 UBIN (TEGEL BIASA) PC polos
30 X 30 cm
m2
34,000
36,000
20 X 20 cm
m2
32,000
34,000
30 X 30 cm
m2
45,000
46,000
20 X 20 cm
m2
40,000
42,000
30 X 30 cm
m2
52,000
56,000
PC warna
10 X 20 cm
bh
5,200
5,500
PC abu-abu
15 x 20
bh
5,100
6,000
Lantai/badan
m'
Plint
m'
Trap
m'
PC warna
Teraso 2 TEGEL PLINT
3 POLIS UBIN
4 UBIN PORSELIN Lokal
11 X 11 putih
dos
42,000
43,000
11 X 11 warna
dos
45,000
46,000
15 X 15 putih
dos
45,000
47,500
15 X 15 warna
dos
46,000
49,000
10 X 20 cm
m2
50,000
55,000
15 X 15 cm
m2
51,000
55,000
20 X 20 cm
m2
52,000
60,000
20 X 25 cm
m2
52,000
56,000
30 X 30 cm
m2
45,000
57,000
20 X 20 cm
m2
54,000
520,000
33 x 33 cm
m2
52,000
60,000
25 x 25 cm
m2
51,000
55,000
15 x 20 cm
m2
52,000
57,000
2,250
2,500
Lokal
5 MOZAIK PORSELIN
6 Keramik
7 Parquet Jati
m2
210,000
310,000
8 Batu Paros
m2
110,000
115,000
9 Batu Tempel Hitam
m2
105,000
115,000
40 x 40 cm
m2
220,000
250,000
30 x 30 cm
m2
300,000
320,000
m2
475,000
480,000
10 cm - 100 cm
bh
29,000
39,000
Ø 20 cm - 100 cm
bh
42,000
50,000
Ø 30 cm - 100 cm
bh
55,000
70,000
Ø 50 cm - 100 cm
bh
110,000
135,000
Ø 60 cm - 100 cm
bh
165,000
190,000
Ø 70 cm - 100 cm
bh
225,000
265,000
10 GRANITO
11 Marmer V.BAHAN CETAK 1 BUIS BETON
Ø
KET
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KET
U 10 cm - 100 cm
bh
22,000
22,500
U 15 cm - 100 cm
bh
30,500
40,000
U 20 cm - 100 cm
bh
36,000
45,000
U 30 cm - 100 cm
bh
45,000
55,000
U 50 cm - 100 cm
bh
-
-
10 X 20 cm
bh
5,600
7,500
20 X 20 cm
bh
6,300
8,000
25 X 25 cm
bh
6,800
8,500
30 X 30 cm
bh
7,200
9,000
15 X 25 cm
bh
7,500
8,200
15 X 30 cm
bh
7,500
8,500
2 LUBANG ANGIN (ROSTER) PC + PASIR
VI . B A H A N B E S I 1 BESI BETON
besi beton polos
kg
8,500
9,100
besi beton prestress
kg
12,000
12,100
besi beton ulir
kg
10,500
11,000
2 BESI PLAT
Besi Strip
kg
12,000
12,500
3 BESI PROFIL
Besi Profil
kg
12,500
12,800
a
b
c
BAJA RINGAN GALVALUME
lebar : 7,5cm tebal : 1mm
btg
125,000
panj : 6 m
type CT 75
lebar : 7,5cm tebal : 0.75mm
btg
85,000
panj : 6 m
lebar : 7,5cm tebal : 0,65mm
btg
80,000
panj : 6 m
type RT 12
tinggi : 3,5 cm, tebal : 0,45mm
btg
45,000
panj : 6 m
type RT 10
tinggi : 3,0 cm, tebal : 0,45mm
btg
40,000
panj : 6 m
tinggi 2 cm; tebal : 0,3 mm
btg
18,000
22,000 panj : 4 m
tinggi 4 cm; tebal : 0,3 mm
btg
24,000
30,000 panj : 4 m
HOLLOW GALVANIS LIPAT
4 JARING - JARING BAJA Diameter
4 - 15
kg
12,200
12,500
Diameter
6 - 15
kg
13,000
13,500
Kawat Bronjong
kg
9,500
10,000
40 X 40 X 4
btg
94,000
100,000
L 50 X 50 X 5
btg
145,000
155,000
L 60 X 60 X 6
btg
210,000
220,000
6 KAWAT - Ikat beton/bendrat
kg
14,250
18,000
- Harmonika 12 X 45 mm
m2
20,000
20,500
- Harmonika 12 X 24 mm
m2
20,000
21,000
- Harmonika 14 X 30 mm
m2
20,000
24,000
- Harmonika 14 X 35 mm
m2
19,000
21,000
- Kawat Nyamuk Nylon
m2
10,000
18,000
- Kawat Kasa
m2
18,000
20,000
- Saringan pasir
m2
12,000
15,000
- Kawat loket
m2
15,000
22,500
- Kawat duri
rol
110,000
135,000
- Kawat bronjong
kg
25,000
27,500
5 BESI SIKU
L
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KET
VII . B A H A N P I P A 1 Pipa PVC SII SCJ , S - 12,5 (10 bar) Pipa PVC DN 20 ( ½" ) AW JIS
btg
28,000
30,000 panjang 4 m
Pipa PVC DN 25 ( ¾" ) AW JIS
btg
34,000
36,000 panjang 4 m
Pipa PVC DN 32 ( 1" ) AW JIS
btg
37,000
45,000 panjang 4 m
Pipa PVC DN 40 ( 1½" )
btg
46,000
68,000 panjang 4 m
Pipa PVC DN 63 ( 2" )
btg
95,000
105,000 panjang 4 m
Pipa PVC DN 90 ( 3" )
btg
120,500
185,000 panjang 4 m
Pipa PVC DN 110 ( 4" )
btg
270,000
280,000 panjang 4 m
Pipa PVC DN 160 ( 6" )
btg
530,000
550,000 panjang 4 m
Pipa PVC DN 200 ( 8" )
btg
900,000
1,050,000 panjang 4 m
Pipa PVC DN 250 ( 10" )
btg
-
- panjang 4 m
Pipa PVC DN 315 ( 12" )
btg
-
- panjang 4 m
Pipa Medium B Galvanis DN ½"
btg
85,000
105,000 panjang 6 m
Pipa Medium B Galvanis DN 25 ( ¾" )
btg
115,000
150,000 panjang 6 m
Pipa Medium B Galvanis DN 32 ( 1" )
btg
135,000
180,000 panjang 6 m
Pipa Medium B Galvanis DN 50 ( 1½" )
btg
170,000
220,000 panjang 6 m
Pipa Medium B Galvanis DN 63 ( 2" )
btg
225,000
290,000 panjang 6 m
Pipa Medium B Galvanis DN 2½"
btg
270,000
350,000 panjang 6 m
Pipa Medium B Galvanis DN 90 ( 3" )
btg
420,000
490,000 panjang 6 m
Pipa Medium B Galvanis DN 110 ( 4" )
btg
560,000
580,000 panjang 6 m
Pipa Medium B Galvanis DN 160 ( 6" )
btg
960,000
1,050,000 panjang 6 m
Pipa Medium B Galvanis DN 200 ( 8" )
btg
1,850,000
2,100,000 panjang 6 m
Pipa Medium B Galvanis DN 250 ( 10")
btg
-
- panjang 6 m
30 X 30
lbr
5,500
5,800
30 X 60
lbr
13,000
13,200
60 X 120
lbr
41,000
42,000
m'
4,800
5,000
lbr
60,000
65,000
4'X 8'
lbr
50,500
72,000
uk.120cmx240cmx9mm
lbr
57,500
90 X 210
X 3 mm
lbr
45,000
75,000
. 120 X 240
X 3 mm
lbr
65,000
95,000
. 90 X 210
X 4 mm
lbr
65,000
70,000
. 90 X 210
X 9 mm
lbr
115,000
125,000
. 90 X 210
X 12 mm
lbr
145,000
170,000
. 90 X 210
X 15 mm
lbr
225,000
240,000
. 90 X 210
X 18 mm
lbr
295,000
310,000
2 Pipa Medium B Galvanis - SII
VIII . B A H A N L A N G I T - L A N G I T 1 AKUSTIK-uk :
List Kayu Profil 2 SOFT BOARD-uk:
4'X 8'
Gypsum tebal 9 mm 3 HARD BOARD-uk: GYPROC 4 PLY WOOD Teak wood
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
Tripleks . 120 X 240
X 3 mm
lbr
50,000
60,000
. 120 X 240
X 4 mm
lbr
60,000
70,000
. 120 X 240
X 6 mm
lbr
75,000
80,000
. 120 X 240
X 9 mm
lbr
125,000
160,000
. 120 X 240
X 12 mm
lbr
145,000
180,000
. 120 X 240
X 15 mm
lbr
165,000
190,000
. 120 X 240
X 18 mm
lbr
195,000
215,000
lbr
68,000
75,000
kg
25,000
30,000
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
25,000
30,000
Ambril/amplas
lbr
3,000
4,100
Batu Apung
kg
29,000
35,000
Cat dasar
kg
34,000
36,500
. Emco
kg
50,000
60,000
. Yunior 66 (nippon paint)
kg
50,000
58,000
- Koas
bh
7,500
8,000
. Deculux
kg
55,000
58,000
. Siralax
ons
10,000
18,000
. Spiritus
ltr
10,000
14,000
. Plitur jadi
ltr
35,000
56,000
Kalkarium
kg
4,200
5,000
Kapur sirih
kg
4,250
4,750
Plamur
kg
20,000
32,000
Cat Tembok
kg
20,000
21,000
Sintex
5 kg
100,000
105,000
Danabride
5 kg
105,000
115,000
Catylac
5 kg
115,000
130,000
Mowilex
2,50 kg
300,000
350,000
Menie
kg
20,000
35,000
Cat mengkilat
kg
55,000
58,000
Cat
kg
36,000
42,500
Thinner A
ltr
15,000
16,000
Minyak cat
ltr
16,000
20,000
Thinner Super
ltr
12,000
25,000
drum
55,000
60,000
2 TEMBOK
3 BESI
Residu (teer/aspal) Fibre glass (tanki air) kapasitas 550 liter.
bh
1,025,000
1,200,000
kapasitas 1100 liter.
bh
1,650,000
1,750,000
Lem Aica Aibon
kg
55,000
65,000
KET
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
X.BAHAN KACA 1 POLOS
2 ES KABUR
3 RAY BAND
3 mm
m2
70,000
85,000
5 mm
m2
90,000
95,000
3 mm
m2
75,000
85,000
5 mm
m2
88,000
95,000
3 mm
m2
75,000
85,000
5 mm
m2
85,000
92,000
XI . BAHAN INSTALASI LISTRIK
1 KABEL LISTRIK NYA : .
1 X 1 1/2
mm2
m'
3,100
3,300
SPLN LMK
1 X 2 1/2
mm2
m'
3,700
3,900
1X4
mm2
m'
5,700
6,000
1X6
mm2
m'
8,500
8,900
NYY :.
2 X 1 1/2
mm2
m'
9,000
9,450
PRIMA
2 X 2 1/2
mm2
m'
15,000
15,500
2X4
mm2
m'
27,000
28,000
2X6
mm2
m'
35,000
37,000
3 X 1 1/2
mm2
m'
13,200
14,000
3 X 2 1/2
mm2
m'
20,000
21,000
3X4
mm2
m'
34,500
36,500
3X6
mm2
m'
50,000
53,000
NYM :.
2 X 1 1/2
mm2
m'
7,000
8,000
PRIMA
2 X 2 1/2
mm2
m'
10,900
11,500
2X4
mm2
m'
21,000
23,000
3 X 1 1/2
mm2
m'
12,500
14,000
3 X 2 1/2
mm2
m'
19,000
22,000
3X4
mm2
m'
30,000
35,000
3X6
mm2
m'
43,000
48,000
Seri
bh
15,000
21,000
Engkel
bh
12,000
15,000
Seri
bh
11,500
16,500
Engkel
bh
9,500
12,000
1 group
bh
115,000
135,000
2 group
bh
220,000
245,000
3 group
bh
325,000
360,000
Biasa
bh
10,000
12,000
Arde
bh
15,000
16,000
T Biasa
bh
12,500
13,000
T dengan Arde
bh
17,000
17,500
.
.
.
2 SKAKELAR Out bauw . . In bauw . .
3 FUSE BOX (SEKERING KASA)
4 STEKER -
KET
HARGA NO.
J E N I S
5 FITING
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
KET
Flaon
bh
7,500
11,000
Gantung
bh
10,000
20,000
Kap
bh
5,000
17,500
Kombinasi
bh
275,000
350,000
bh
12,500
15,000
Arde Outbow hitam
bh
5,000
6,000
Arde IB
bh
10,000
15,000
Arde Putar
bh
31,000
42,000
1 X slag
bh
55,000
60,000
2 X slag
bh
65,000
70,000
1 X slag
bh
85,000
95,000
2 X slag
bh
140,000
155,000
1 X slag
bh
55,000
60,000
2 X slag
bh
70,000
75,000
Engsel Angin
bh
15,000
16,000
Kupu-kupu biasa
bh
4,000
4,500
Nylon kupu-kupu
bh
6,000
9,000
bh
30,000
50,000
6 STOP KONTAK - Arde Outbow putih
XII . ALAT - ALAT PENGUNCI & PENGGANTUNG 1 KUNCI TANAM
Union :
Yale :
Kuda :
2 ENGSEL DAN GERENDEL
Espagnoled -
dalam negeri
Grendel Tanam luar negeri
bh
7,500
11,000
Grendel biasa
bh
10,000
20,000
Kait Angin
bh
5,000
17,500
Door Stop
bh
275,000
350,000
1 KLOSET DUDUK
bh
1,200,000
1,450,000
2 KLOSET JONGKOK
bh
140,000
155,000
3 WASTAFEL PEDESTAL
bh
850,000
1,050,000
4 WASTAFEL MEJA OVAL
bh
700,000
950,000
5 WASTAFEL GANTUNG BULAT
bh
275,000
450,000
6 WASTAFEL GANTUNG SUDUT
bh
240,000
310,000
7 WASTAFEL GANTUNG SUDUT KECIL
bh
230,000
275,000
8 WASTAFEL BAK CUCI
bh
145,000
165,000
9 TEMPAT SABUN GANTUNG
bh
30,000
35,000
bh
20,000
25,000
-
-
XIII . BAHAN SANITAIR
10 TEMPAT SABUN TANAM
11 SEPTIC TANK (ETERNIT GRESIK) 5 Pemakai 500 liter
unit
10 Pemakai 1.000 liter
unit
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
12 LAIN - LAIN Kran Air
bh
35,000
45,000
Seal tape
bh
2,000
4,100
Floor drain
bh
15,000
35,000
1 PAKU - ukuran 1" s/d 4"
kg
14,000
16,000
2 PAKU - payung
kg
20,000
30,000
3 PAKU - sekrup
kg
6,000
8,000
4 PAKU - beton
kg
25,000
30,000
5 MUR BAUT (kuda-kuda)
kg
13,000
14,000
6 ANGKUR BAUT
bh
13,000
13,500
7 LEM KAYU
bh
17,000
20,000
8 Tali Ijuk
kg
6,500
7,050
bh
275,000
310,000
XIV . ALAT PENGIKAT KAYU
XV . POMPA AIR. 1 POMPA AIR TANGAN Dragon buatan Indonesia 2 POMPA AIR LISTRIK Sanyo
100 watt
bh
975,000
1,050,000
Fuji
250 watt
bh
1,450,000
1,500,000
. 100 watt
bh
450,000
510,000
. 90 watt
bh
350,000
380,000
. 125 watt
bh
375,000
400,000
. 175 watt
bh
425,000
450,000
Abu-abu
m2
50,000
55,000
Merah/hitam
m2
52,500
62,000
Abu-abu
m2
50,000
55,000
Merah/hitam
m2
52,500
62,000
Abu-abu
m2
42,000
55,000
Merah/hitam
m2
52,500
62,000
Abu-abu
m2
50,000
55,000
Merah/hitam
m2
52,500
62,000
Abu-abu
m2
50,000
55,000
Merah/hitam
m2
52,500
62,000
6 OLYMPIA HEXA
Abu-abu
m2
50,000
55,000
7 HEXAGONAL
Abu-abu
m2
52,500
62,000
Merah/hitam
m2
50,000
55,000
8 CASTLE
Abu-abu
m2
52,500
62,000
9 TRAPEZ
Abu-abu
m2
50,000
55,000
m2
50,000
55,000
11 STANDARD GRASS BLOCK ABU-ABU
BH
7,500
8,500
12 BATACO
BH
3,000
4,000
13 KANSTEEN
m'
15,000
27,000
Shimizu
Dab
X VI . PAVING BLOCK 1 SQUARE
2 HOLLAND
3 UNIDECOR
4 UNI
5 TRIHEX
10 TRAPEZ GRASS BLOCK Abu-abu
KET
HARGA NO.
J E N I S
B A H A N
SAT
MINIMUM
MAKSIMUM
(Rp)
(Rp)
XVII. L A I N - L A I N 1 KREI 25 MM
m2
45,000
50,000
2 Sliding Pintu J4
bh
180,000
235,000
3 Naco per Daun
bh
21,000
22,000
4 Rolling door Besi
m2
300,000
325,000
m2
230,000
275,000
5 Awning Almunium
m2
210,000
225,000
6 Kusen Almunium 4" Putih
m'
80,000
85,000
btg
1,050,000
1,100,000
drum
1,650,000
1,700,000
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
65,000
70,000
Hotmix Tebal = 5 Cm
m2
80,000
85,000
Hotmix Tebal = 6 Cm
m2
95,000
100,000
Hotmix Tebal = 7 Cm
m2
110,000
120,000
Binder Course
ton
1,300,000
1,350,000
Wearing Course
ton
1,300,000
1,450,000
Hot Roller Sheet
ton
1,150,000
1,300,000
Sand Sheet
ton
1,100,000
1,250,000
Sand Sheet Emulsi
ton
1,450,000
1,600,000
Cold Mix
ton
1,750,000
1,850,000
Prime / Tack Coard RC
liter
8,200
8,700
Prime Coat MC
liter
8,200
8,700
Prime / Tack Coat Emulsi
liter
8,200
8,700
m2
225,000
275,000
Pagar BRC 90 A2
/lb
175,000
200,000
Pagar BRC 120 A2
/lb
225,000
250,000
Minyak Beton & bekisting
ltr
9,000
10,000
Pintu Lipat Besi
m2
380,000
425,000
Sunscreen Allumunim
m2
310,000
350,000
Allumunium Foil
m2
7,500
8,000
Soda api
kg
12,000
13,000
Sabun
kg
11,000
13,000
Air
m3
12,500
15,000
Koas Alang-alang
ikat
1,250
2,000
Solar (Industri)
ltr
7,000
7,200
Premium (Industri)
ltr
6,200
6,800
Pelumas
ltr
37,500
45,000
Vynil 30x30 cm
bh
6,200
6,500
10 K A C A Cermin tebal 5 mm
11 PAGAR BRC.
12 LAIN-LAIN
KET
DAFTAR HARGA SATUAN PEKERJAAN BERDASAR PERMEN PUPERA NO.28/PRT/M/2016 SUMBER DATA DAERAH
: PASARAN BEBAS : KOTA SEMARANG DAN SEKITAR
EDISI MARET 2017
HARGA SATUAN PEKERJAAN
NO.
KODE
I
A. 2.2.1
1
A.2.2.1.2
Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
m'
588,593.50
656,557.00
2
A.2.2.1.4
Pengukuran dan Pemasangan Bouwplank
m'
137,313.00
150,144.50
3
A.2.2.1.5
Pembuatan Kantor Sementara dg Lantai Plesteran
m2
1,804,055.00
1,970,017.50
4
A.2.2.1.6
Pembuatan Rumah Jaga (Konstruksi Kayu)
m2
1,448,095.00
1,584,330.00
5
A.2.2.1.7
Pembuatan Gudang Semen dan Peralatan
m2
1,433,492.50
1,561,202.50
6
A.2.2.1.8
Pembuatan Bedeng Pekerja
m2
1,632,235.00
1,821,050.00
7
A.2.2.1.9
Membersihkan Lapangan dan Perataan
m2
11,000.00
11,825.00
8
A.2.2.1.10
Pembuatan Steger/Perancah dari Bambu
m2
270,279.90
302,017.43
9
A.2.2.1.11
Pembuatan Kotak Adukan ukuran 40cmx50cmx25cm
bh
494,252.00
543,433.00
10
A.2.2.1.13
Bongkaran Beton Bertulang
m3
938,652.00
1,015,652.00
11
A.2.2.1.14
Bongkaran Dinding Tembok Bata Merah
m3
442,926.00
479,776.00
II
A.2.3.1
1
A.2.3.1.1
Menggali Tanah Biasa Sedalam 1 m
m3
51,700.00
55,962.50
2
A.2.3.1.2
Menggali Tanah Biasa Sedalam 2 m
m3
63,360.00
68,557.50
3
A.2.3.1.3
Menggali Tanah Biasa Sedalam 3 m
m3
75,196.00
81,339.50
4
A.2.3.1.4
Menggali Tanah Keras Sedalam 1 m
m3
68,816.00
74,492.00
5
A.2.3.1.5
Menggali Tanah Cadas Sedalam 1 m
m3
104,280.00
112,860.00
6
A.2.3.1.6
Menggali Tanah Lumpur Sedalam 1 m
m3
83,160.00
90,007.50
7
A.2.3.1.7
Mengerjakan Striping Tebing Setinggi 1 m
m2
3,740.00
4,042.50
8
A.2.3.1.8
MembuangTanah sejauh 30 m'
m3
22,660.00
24,530.00
9
A.2.3.1.9
Pengurugan Kembali di hitung dari 1/3 kali koefisien Pekerjaan galian
m3
12,466.67
13,475.00
10
A.2.3.1.10
Pemadatan Tanah (per 20 cm)
m3
37,400.00
40,425.00
11
A.2.3.1.11
Urugan Pasir
m3
284,680.00
325,985.00
12
A.2.3.1.12
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL
m3
395,428.00
440,341.00
13
A.2.3.1.13
Pemasangan Lapisan Ijuk tebal 10 cm untuk Bidang Resapan
m2
54,120.00
58,657.50
14
A.2.3.1.14
Mengurug Sirtu Padat
m3
190,300.00
205,012.50
359386722.xls
URAIAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN PERSIAPAN
HARGA SATUAN PEKERJAAN TANAH
99/15
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
III
A.3.2.1.
HARGA SATUAN PEKERJAAN PONDASI
1
A.3.2.1.1
Pemasangan Pondasi Batu Belah 1SP : 3 PP
m3
908,930.00
1,030,040.00
2
A.3.2.1.2
Pemasangan Pondasi Batu Belah 1SP : 4 PP
m3
876,205.00
997,095.00
3
A.3.2.1.3
Pemasangan Pondasi Batu Belah 1SP : 5 PP
m3
853,468.00
974,193.00
4
A.3.2.1.4
Pemasangan Pondasi Batu Belah 1SP : 6 PP
m3
837,507.00
958,122.00
5
A.3.2.1.5
Pemasangan Pondasi Batu Belah 1SP : 8 PP
m3
815,573.00
936,023.00
6
A.3.2.1.6
m3
715,275.00
826,650.00
7
A.3.2.1.7
Pemasangan Pondasi Batu Belah, 1 SP : 3 KP : 10 PP
m3
798,666.00
918,874.00
8
A.3.2.1.8
Pemasangan Pondasi Batu Belah, ¼ SP : 1KP : 4 PP
m3
781,022.00
901,131.00
9
A.3.2.1.9
Pemasang Batu Kosong/Anstamping
m3
515,988.00
605,253.00
10
A.3.2.1.10
Pasang Pondasi Siklop, 60% Beton Campuran 1PC : 2PB : 3KR & 40% Batu B0elah
m3
2,122,197.00
2,340,970.50
11
A.3.2.1.11
Pasang Pondasi Sumuran diameter 100 cm
m3
834,284.00
954,574.50
IV
A.4.1.1
1
A.4.1.1.1
Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87
m3
978,199.75
1,115,644.36
2
A.4.1.1.2
Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78
m3
1,004,444.94
1,138,758.33
3
A.4.1.1.3
Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72
m3
1,024,583.08
1,156,784.36
4
A.4.1.1.4
Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87
m3
930,172.63
1,065,930.21
5
A.4.1.1.5
Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66
m3
1,048,758.64
1,177,946.26
6
A.4.1.1.6
Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61
m3
1,071,432.90
1,198,648.96
7
A.4.1.1.7
Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58
m3
1,089,256.97
1,213,759.12
8
A.4.1.1.8
Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56
m3
1,100,144.94
1,224,589.75
9
A.4.1.1.9
Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53
m3
1,119,329.75
1,243,935.79
10
A.4.1.1.10
Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52
m3
1,125,041.60
1,249,638.33
11
A.4.1.1.11
Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49
m3
1,185,918.66
1,313,986.23
12
A.4.1.1.12
Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48
m3
1,193,630.88
1,321,790.99
13
A.4.1.1.17
Pembesian dg Besi Polos atau Besi Ulir
Kg
11,196.63
12,073.05
14
A.4.1.1.18
Kabel Presstresed Polos/strand
Kg
14,835.15
15,078.80
15
A.4.1.1.19
Jaring Kawat baja/Wire Mesh
Kg
28,528.23
31,396.75
16
A.4.1.1.20
Memasang Bekisting untuk Pondasi
m2
154,242.00
165,418.00
17
A.4.1.1.21
Memasang Bekisting untuk Sloof
m2
165,242.00
176,968.00
18
A.4.1.1.22
Memasang Bekisting untuk Kolom
m2
358,171.00
397,969.00
19
A.4.1.1.23
Memasang Bekisting untuk Balok
m2
376,321.00
417,439.00
20
A.4.1.1.24
Memasang Bekisting untuk Lantai
m2
450,571.00
503,569.00
21
A.4.1.1.25
Memasang Bekisting untuk Dinding
m2
411,521.00
457,919.00
359386722.xls
URAIAN PEKERJAAN
Pemasangan Pondasi Batu Belah 1SP : 1KP : 2PP
HARGA SATUAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
BETON
99/16
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
22
A.4.1.1.26
Memasang Bekisting untuk Tangga
m2
335,676.00
374,319.00
23
A.4.1.1.27
Memasang Jembatan Cor
m2
94,094.00
101,414.50
24
A.4.1.1.28
Membuat Ring Balok Beton Bertulang (11 x 11) cm
m'
68,180.75
79,128.50
25
A.4.1.1.29
Membuat Ring Balok Beton Bertulang (10 x 15) cm
m'
86,858.75
100,402.50
V
A.4.2.1
1
A.4.2.1.1
Pemasangan Besi Profil
Kg
25,580.50
26,999.50
2
A.4.2.1.2
Pemasangan Rangka Kuda-kuda Baja IWF
Kg
17,990.50
19,283.00
3
A.4.2.1.3
Pengerjaan Pekerjaan Perakitan (Kuda-kuda Baja)
kg
93,214.00
109,142.00
4
A.4.2.1.4
Pembuatan Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku
m2
714,131.00
753,934.50
5
A.4.2.1.5
Pengerjaan Pengelasan dengan Las Listrik
cm
2,150.50
2,503.16
6
A.4.2.1.6
Pembuatan Rangka Jendela Besi Scuare Tube
m2
194,189.60
220,929.72
7
A.4.2.1.7
Pemasangan Pintu Rolling Door Besi
m2
520,608.00
568,601.00
8
A.4.2.1.8
Pemasangan Pintu Lipat (Folding Door)
m2
489,632.00
546,755.00
9
A.4.2.1.9
Pemasangan Sunscreen Allumunium
m2
420,552.00
474,254.00
10
A.4.2.1.10
Pemasangan Rolling Door Allumunium
m2
415,800.00
482,625.00
11
A.4.2.1.11
Pemasangan Kusen Pintu Allumunium
m'
108,746.00
116,310.70
12
A.4.2.1.12
Pemasangan Pintu Allumunium Strip Lebar 8 cm
m2
473,303.60
507,005.95
13
A.4.2.1.13
Pemasangan Pintu Kaca Rangka Allumunium
m2
440,753.50
474,353.00
14
A.4.2.1.14
Pemasangan Venetions Blinds & Vertical Blinds
m2
161,524.00
173,090.50
15
A.4.2.1.15
Pemasangan Teralis Besi Strip (2x3) cm
m2
417,427.49
460,259.88
16
A.4.2.1.16
Pemasangan Kawat Nyamuk
m2
77,312.46
93,978.62
17
A.4.2.1.17
Pemasangan Jendela Nako & Tralis
m2
101,178.00
110,753.50
18
A.4.2.1.18
Pemasangan Talang Datar / Jurai , Seng BJLS 28 Lebar 90 cm
m'
175,516.00
202,939.00
19
A.4.2.1.20
Pemasangan Rangka Besi Hollow 1 x 40.40.2mm; Modul 60x120 cm dinding partisi
m2
102,344.00
110,528.00
20
A.4.2.1.21
Pemasangan Rangka Besi Hollow 1 x 40.40.2mm; Modul 60x60 cm dinding plafond
m2
127,424.00
137,890.50
21
A.4.2.1.22
Pemasangan Atap Pelana Rangka Atap Baja Canal C dingin Profil C75
m2
174,268.88
188,299.76
22
A.4.2.1.23
Pemasangan Atap Jurai Rangka Atap Baja Canal Dingin Profil C75
m2
196,181.15
211,092.20
VI
A.4.4.1
1
A.4.4.1.1
Pemasangan Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1SP: 2PP
m2
231,522.50
254,870.00
2
A.4.4.1.2
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 3PP
m2
223,209.25
246,581.50
3
A.4.4.1.3
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 4PP
m2
216,521.25
239,651.50
4
A.4.4.1.4
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 5PP
m2
214,665.00
238,051.00
359386722.xls
URAIAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN BESI & ALLUMUNIUM
HARGA SATUAN PEKERJAAN PASANGAN DINDING
99/17
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
URAIAN PEKERJAAN
SAT
5
A.4.4.1.5
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 6PP
m2
217,431.50
241,714.00
6
A.4.4.1.6
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 3 KP :10PP
m2
206,699.90
230,106.80
7
A.4.4.1.7
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 2PP
m2
111,823.25
123,233.00
8
A.4.4.1.8
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 3PP
m2
107,237.35
118,505.20
9
A.4.4.1.9
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 4PP
m2
104,978.50
116,253.50
10
A.4.4.1.10
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 5PP
m2
103,580.40
114,865.30
11
A.4.4.1.11
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 6PP
m2
103,417.60
114,847.70
12
A.4.4.1.12
m2
101,667.50
113,052.50
13
A.4.4.1.13
m2
104,472.50
116,407.50
14
A.4.4.1.14
m2
92,499.00
102,756.50
15
A.4.4.1.15
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SM : 1KP : 2PP
m2
93,885.00
104,472.50
16
A.4.4.1.16
Pemasangan Dinding HB/CB 20, speci camp. 1SP : 3PP
m2
387,437.60
436,524.00
17
A.4.4.1.17
Pemasangan Dinding HB/CB 20, speci camp. 1SP : 4PP
m2
395,926.30
447,099.40
18
A.4.4.1.18
Pemasangan Dinding HB/CB 15, speci camp. 1SP : 3PP
m2
304,223.70
341,893.20
19
A.4.4.1.19
Pemasangan Dinding HB/CB 15, speci camp. 1SP : 4PP
m2
310,244.00
349,423.80
20
A.4.4.1.20
Pemasangan Dinding HB/CB 10, speci camp. 1SP : 3PP
m2
219,865.80
257,541.90
21
A.4.4.1.21
Pemasangan Dinding HB/CB 10, speci camp. 1SP : 4PP
m2
224,814.15
263,643.60
22
A.4.4.1.22
Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1SP : 3PP
m2
240,185.00
308,302.50
23
A.4.4.1.23
Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1SP : 4PP
m2
240,185.00
308,302.50
24
A.4.4.1.24
Pemasangan Dinding Bata Berongga Ekspose Uk, (12x11x24)cm Camp. 1SP : 3PP
m2
134,794.00
144,061.50
25
A.4.4.1.25
Pemasangan Dinding Bata Ringan Tebal 7,5 cm dengan Mortar Siap Pakai
m2
223,752.54
244,574.06
26
A.4.4.1.26
Pemasangan Dinding Bata Ringan Tebal 10 cm dengan Mortar Siap Pakai
m2
229,441.74
248,909.71
VII
A.4.4.2
HARGA SATUAN PEKERJAAN PLESTERAN
1
A.4.4.2.1
Pemasangan Plesteran 1 Pc : 1 Pp Tebal 15 mm
m2
58,519.12
63,716.84
2
A.4.4.2.2
Pemasangan Plesteran 1 Pc : 2 Pp Tebal 15 mm
m2
53,828.72
58,956.04
3
A.4.4.2.3
Pemasangan Plesteran 1 Pc : 3 Pp Tebal 15 mm
m2
52,057.28
57,214.96
4
A.4.4.2.4
Pemasangan Plesteran 1 Pc : 4 Pp Tebal 15 mm
m2
50,635.20
55,763.40
5
A.4.4.2.5
Pemasangan Plesteran 1 Pc : 5 Pp Tebal 15 mm
m2
50,119.52
55,299.64
6
A.4.4.2.6
Pemasangan Plesteran 1 Pc : 6 Pp Tebal 15 mm
m2
49,584.48
54,777.36
7
A.4.4.2.7
Pemasangan Plesteran 1 Pc : 7 Pp Tebal 15 mm
m2
49,382.08
54,603.56
8
A.4.4.2.8
Pemasangan Plesteran 1 Pc : 8 Pp Tebal 15 mm
m2
49,179.68
54,429.76
359386722.xls
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 8PP Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 3KP : 10PP Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 1KP : 1PP
99/18
MINIMUM Rp
MAKSIMUM Rp
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
URAIAN PEKERJAAN
SAT
9
A.4.4.2.9
Pemasangan Plesteran 1 Pc :1/2 Kp:3 Pp Tebal 15 mm
m2
48,683.80
53,312.60
10
A.4.4.2.10
Pemasangan Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm
m2
48,642.00
53,592.00
11
A.4.4.2.11
Pemasangan Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm
m2
44,401.50
48,856.50
12
A.4.4.2.12
Pemasangan Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm
m2
45,446.50
50,121.50
13
A.4.4.2.13
Pemasangan Plesteran 1 Pc : 2 Pp Tebal 20 mm
m2
72,064.96
78,930.72
14
A.4.4.2.14
Pemasangan Plesteran 1Pc : 3Pp Tebal 20 mm
m2
54,246.40
59,779.80
15
A.4.4.2.15
Pemasangan Plesteran 1 Pc : 4 Pp Tebal 20 mm
m2
67,689.60
74,538.20
16
A.4.4.2.16
Pemasangan Plesteran 1Pc : 5Pp Tebal 20 mm
m2
67,119.36
74,055.52
17
A.4.4.2.17
Pemasangan Plesteran 1Pc : 6Pp Tebal 20 mm
m2
66,288.64
73,223.48
18
A.4.4.2.18
Pemasangan Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm
m2
62,441.50
69,008.50
19
A.4.4.2.19
Pemasangan Berapen 1 Pc : 5Pp Tebal 15 mm
m2
32,723.02
36,176.14
20
A.4.4.2.20
Pemasangan Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm
m'
47,745.50
53,570.00
21
A.4.4.2.21
Pemasangan Plesteran Granit 1Pc : 2 Granit , Tebal 10 mm
m'
80,613.50
88,016.50
22
A.4.4.2.22
Pemasangan Plesteran Traso 1Pc : 2Traso, lebar 10 mm
m'
80,613.50
88,016.50
23
A.4.4.2.23
Pemasangan Plesteran Ciprat 1Pc : 2 Pp
m2
37,461.60
40,916.70
24
A.4.4.2.24
Pemasangan Finishing Siar Pasangan Dinding Bata Merah
m2
21,173.24
23,082.18
25
A.4.4.2.25
Pemasangan Finishing Siar Pasangan Dinding Conblock ekspose
m2
10,103.50
11,005.50
26
A.4.4.2.26
Pemasangan Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp
m2
46,526.70
51,000.40
27
A.4.4.2.27
Pemasangan Acian
m2
27,073.75
29,562.50
28
A.4.4.2.28
Pemasangan Plesteran dg Mortar Siap Pakai (MSP)
m2
35,873.20
38,531.90
29
A.4.4.2.29
Pemasangan Acian dg Mortar Siap Pakai (MSP)
m2
29,755.00
32,243.75
VIII
A.4.4.3
HARGA SATUAN PEKERJAAN PENUTUP LANTAI dan DINDING
1
A.4.4.3.2
Pemasangan lantai Ubin PC Abu-abu Uk. 30 x 30 cm
m2
96,991.50
96,991.50
2
A.4.4.3.3
Pemasangan lantai Ubin PC Abu-abu Uk. 20 x 20 cm
m2
96,739.50
96,739.50
3
A.4.4.3.5
Pemasangan lantai Ubin PC Warna Uk. 30 x 30 cm
m2
129,271.00
129,271.00
4
A.4.4.3.6
Pemasangan lantai Ubin PC Warna Uk. 20 x 20 cm
m2
125,669.50
125,669.50
5
A.4.4.3.9
Pemasangan lantai Ubin Granito Uk. 40 x 40 cm
m2
339,542.50
339,542.50
6
A.4.4.3.16
Pemasangan Ubin Plin Pc.Abu-abu Uk. 15 x 20 cm
m'
61,701.20
61,701.20
7
A.4.4.3.19
Pemasangan Ubin Plin Pc.Warna Uk. 10 x 20 cm
m'
33,436.70
33,436.70
8
A.4.4.3.32
Pemasangan Lantai Keramik 10x 20 cm
m2
36,689.09
36,689.09
9
A.4.4.3.33
Pemasangan lantai Keramik Uk. 10 x 10 cm / 5 x 20 cm
m2
203,939.45
203,939.45
10
A.4.4.3.34
Pemasangan Lantai Keramik 33 x 33 cm
m2
190,077.01
190,077.01
11
A.4.4.3.35
Pemasangan Lantai Keramik 30 x 30 cm
m2
180,575.00
180,575.00
359386722.xls
99/19
MINIMUM Rp
MAKSIMUM Rp
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
12
A.4.4.3.36
Pemasangan Lantai Keramik 20 x 20 cm
m2
192,038.00
192,038.00
13
A.4.4.3.37
Pemasangan Lantai Keramik uk.10 x 33 cm, untuk variasi / border
m2
382,475.50
382,475.50
14
A.4.4.3.39
Pemasangan Plint Keramik Ukuran 10x20 cm
m'
31,946.20
31,946.20
15
A.4.4.3.40
Pemasangan Plint Keramik Ukuran 10x10 cm
m'
78,305.70
78,305.70
16
A.4.4.3.41
Pemasangan Plint Keramik Ukuran 5x20 cm
m'
75,973.70
75,973.70
17
A.4.4.3.43
Pemasangan Lantai Marmer Ukuran 1.00x1.00 cm
m2
668,634.45
668,634.45
18
A.4.4.3.44
Pemasangan Lantai Karpet
m2
193,270.00
193,270.00
19
A.4.4.3.46
Pemasangan Lantai Parquet Jati
m2
360,470.00
360,470.00
20
A.4.4.3.48
Pemasangan Dinding Porselen 11 x 11 cm
m2
215,406.16
215,406.16
21
A.4.4.3.49
Pemasangan Dinding Porselen 10x20 cm,
m2
213,592.50
213,592.50
22
A.4.4.3.50
Pemasangan Dinding Porselen 20x20 cm,
m2
204,979.50
204,979.50
23
A.4.4.3.53
Pemasangan Dinding Keramik 10x20 cm,
m2
213,592.50
213,592.50
24
A.4.4.3.54
Pemasangan Dinding Keramik 20x20 cm,
m2
206,123.50
206,123.50
25
A.4.4.3.55
Pemasangan Dinding Marmer Ukuran 1.00x1.00 cm
m2
736,578.82
736,578.82
26
A.4.4.3.58
Pemasangan Dinding Batu Paros / Batu Tempel Hitam
m2
240,611.25
240,611.25
27
A.4.4.3.59
Pemasangan Lantai Vynil uk.30 x 30 cm
m2
135,474.90
135,474.90
28
A.4.4.3.60
Pemasangan Wallpaper Lebar 50 Cm
m2
105,341.50
105,341.50
29
A.4.4.3.63
Pemasangan Plint Kayu Klas II Ukuran 2x10 cm
m'
40,986.00
40,986.00
30
A.4.4.3.64
Pemasangan Paving Block Natural Tebal 6 Cm
m2
132,873.40
132,873.40
31
A.4.4.3.65
Pemasangan Paving Block Natural Tebal 8 Cm
m2
170,064.40
170,064.40
32
A.4.4.3.66
Pemasangan Paving Block Berwarna Tebal 6 Cm
m2
138,983.90
138,983.90
33
A.4.4.3.67
Pemasangan Paving Block Berwarna Tebal 8 Cm
m2
173,119.65
173,119.65
IX
A.4.5.1
1
A.4.5.1.1
Pemasangan Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm
m2
27,709.00
30,541.50
2
A.4.5.1.2
Pemasangan Langit-langit Akustik Ukuran (30x30) cm
m2
92,906.00
99,055.00
3
A.4.5.1.3
Pemasangan Langit-langit Akustik Ukuran (30x60) cm
m2
99,990.00
103,108.50
4
A.4.5.1.4
Pemasangan Langit-langit Akustik Ukuran (60x120) cm
m2
84,700.00
88,192.50
5
A.4.5.1.5
Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm
m2
41,492.00
47,415.50
6
A.4.5.1.6
Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm
m2
493,394.00
523,776.00
7
A.4.5.1.7
Memasang Langit-langit Gypsu Board, Ukuran (120x240) tebal 9 mm
m2
37,499.00
40,716.50
8
A.4.5.1.8
Memasang Langit-langit Akuatik Uk (60x120) cm & Berikut Rangka Allumunium
m2
188,815.00
201,767.50
9
A.4.5.1.9
List Langit-Langit Kayu Profil
m1
13,882.00
15,004.00
359386722.xls
URAIAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN LANGITLANGIT
99/20
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
X
A.4.5.2
1
A.4.5.2.1
Pemasangan Atap Genteng Plentong Kecil
m2
78,034.00
85,269.25
2
A.4.5.2.2
Pemasangan Atap Genteng Kodok / Glasur
m2
127,583.50
136,196.50
3
A.4.5.2.3
Pemasangan Atap Genteng Plentong Super / Besar
m2
84,903.50
89,941.50
4
A.4.5.2.4
Pemasangan Genteng Bubung Plentong
m'
115,060.00
122,881.00
5
A.4.5.2.5
Pemasangan Genteng Bubung Kodok / Glasur
m'
101,310.00
109,681.00
6
A.4.5.2.6
Pemasangan Genteng Bubung Plentong Besar
m'
105,160.00
112,761.00
7
A.4.5.2.7
Pemasangan Roof Light Fibreglass 90 x 180
m2
99,346.50
110,940.50
8
A.4.5.2.8
Pemasangan Atap Asbes Gelombang (2,50x0,92 m) x 5 mm
m2
58,294.50
65,444.50
9
A.4.5.2.9
Pemasangan Atap Asbes Gelombang (2,25x0,92 m) x 5 mm
m2
60,280.00
67,771.00
10
A.4.5.2.10
Pemasangan Atap Asbes Gelombang (2,00x0,92 m) x 5 mm
m2
60,280.00
67,771.00
11
A.4.5.2.11
Pemasangan Atap Asbes Gelombang (1,80x0,92 m) x 5 mm
m2
67,870.00
71,269.00
12
A.4.5.2.12
Pemasangan Atap Asbes Gelombang (3,00x1,05 m) x 4 mm
m2
49,170.00
52,844.00
13
A.4.5.2.13
Pemasangan Atap Asbes Gelombang (2,70x1,05 m) x 4 mm
m2
53,482.00
55,462.00
14
A.4.5.2.14
Pemasangan Atap Asbes Gelombang (2,40x1,05 m) x 4 mm
m2
49,830.00
53,031.00
15
A.4.5.2.15
Pemasangan Atap Asbes Gelombang (2,10x1,05 m) x 4 mm
m2
51,469.00
53,779.00
16
A.4.5.2.16
Pemasangan Atap Asbes Gelombang (1,50x1,05 m) x 4 mm
m2
55,330.00
59,719.00
17
A.4.5.2.17
Pemasangan Atap Asbes Gelombang (3,00x1,08 m) x 6 mm
m2
60,291.00
62,854.00
18
A.4.5.2.18
Pemasangan Atap Asbes Gelombang (2,70x1,08 m) x 6 mm
m2
63,646.00
66,319.00
19
A.4.5.2.19
Pemasangan Atap Asbes Gelombang (2,40x1,08 m) x 6 mm
m2
60,478.00
63,679.00
20
A.4.5.2.20
Pemasangan Atap Asbes Gelombang (2,10x1,08 m) x 6 mm
m2
61,490.00
64,856.00
21
A.4.5.2.21
Pemasangan Atap Asbes Gelombang (1,80x1,08 m) x 6 mm
m2
65,395.00
68,398.00
22
A.4.5.2.30
Pemasangan Atap Genteng Beton
m2
96,382.00
110,858.00
23
A.4.5.2.31
Pemasangan Atap Genteng Aspal
m2
208,384.00
230,576.50
24
A.4.5.2.32
Pemasangan Atap Genteng Metal
m2
82,500.00
96,470.00
25
A.4.5.2.34
Pemasangan Atap Sirap
m2
98,890.00
104,824.50
26
A.4.5.2.35
Pemasangan Nok Genteng Beton
m'
103,873.00
116,732.00
27
A.4.5.2.36
Pemasangan Nok Genteng Aspal
m'
115,423.00
125,081.00
28
A.4.5.2.37
Pemasangan Nok Genteng Metal
m'
56,474.00
62,788.00
29
A.4.5.2.38
Pemasangan Nok Sirap
m'
45,232.00
50,622.00
30
A.4.5.2.39
Pemasangan Atap Seng Gelombang
m2
34,705.00
38,830.00
31
A.4.5.2.40
Pemasangan Atap Nok Seng
m'
26,257.00
29,166.50
32
A.4.5.2.43
Pasang Allumunium Foil / Sisalation
m2
23,886.50
25,910.50
359386722.xls
URAIAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN PENUTUP ATAP
99/21
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
XI
A.4.6.1
1
A.4.6.1.1
Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas I
m3
26,671,150.00
27,565,175.00
2
A.4.6.1.2
Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas II atau III
m3
11,231,550.00
12,272,150.00
3
A.4.6.1.3
Pembuatan & Pemasangan Pintu KlampStandard Kayu Klas II (Kayu Kamfer)
m2
439,274.00
479,935.50
4
A.4.6.1.4
Pembuatan & Pemasangan Daun Pintu Klamp Sederhana Kayu Klas III
m2
439,274.00
479,935.50
5
A.4.6.1.5
Pembuatan & Pemasangan Daun Pintu Panel, Kayu Klas I atau II
m2
665,335.00
732,325.00
6
A.4.6.1.6
Pembuatan & Pemasangan Pintu & Jendela Kaca Kayu Klas I atau II
m2
473,770.00
522,940.00
7
A.4.6.1.7
Pembuatan & Pemasangan Pintu & Jendela Jalusi Kayu Klas I atau II (jati)
m2
1,905,750.00
2,018,225.00
8
A.4.6.1.8
Pembuatan&Pemasangan Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)
m2
522,632.00
574,645.50
9
A.4.6.1.9
Pembuatan&Pemasangan Pintu Plywood rangkap, rangka expose kayu klas I atau II
m2
562,144.00
618,596.00
10
A.4.6.1.10
Pembuatan & Pemasangan Jalusi mati Kosen Kayu Klas I atau II
m2
1,712,810.00
1,807,767.50
11
A.4.6.1.11
Pembuatan & Pemasangan Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I
m2
960,652.00
1,027,048.00
12
A.4.6.1.12
Pembuatan & Pemasangan Pintu Teakwood Rangkap Lapis Formika, Rangka expose Kayu Klas II
m2
604,362.00
664,906.00
13
A.4.6.1.13
Pembuatan&Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter
m3
10,023,640.00
10,931,910.00
14
A.4.6.1.14
Pembuatan&Pemasangan Konstruksi Kuda-kuda Expose, Kayu Klas I
m3
29,013,160.00
29,964,577.50
15
A.4.6.1.15
Pemasangan konstruksi Gording, Kayu Klas II
m3
9,427,440.00
10,265,310.00
16
A.4.6.1.16
Pemasangan Rangka Atap Genteng Keramik, Kayu Klas II
m2
153,714.00
167,612.50
17
A.4.6.1.17
Pemasangan Rangka Atap Genteng Beton, Kayu Klas II
m2
181,038.00
197,312.50
18
A.4.6.1.18
Pemasangan Rangka Atap Sirap, Kayu Klas II
m2
128,876.00
140,635.00
19
A.4.6.1.19
Pemasangan Rangka Langit-langit (50x1,00) m, kayu Klas II atau III
m2
164,186.00
179,492.50
20
A.4.6.1.20
Pemasangan Rangka Langit-langit (60x60) cm, kayu Klas II atau III
m2
169,367.00
185,295.00
21
A.4.6.1.21
Pemasangan Listplank Uk. (3x20)cm Kayu klas I atau II
m'
288,420.00
303,407.50
22
A.4.6.1.22
Pemasangan Listplank Uk. (3x30)cm Kayu klas I atau klas II
m'
113,410.00
123,667.50
23
A.4.6.1.23
Pemasangan Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III
m2
267,014.00
291,890.50
24
A.4.6.1.24
Pemasangan Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II
m2
338,976.00
370,430.50
25
A.4.6.1.25
Pemasangan Dinding Pemisah Plywood Rangkap Rangka Kayu Klas II
m2
344,432.00
376,915.00
26
A.4.6.1.26
Pemasangan Dinding Lambriziring dari Papan Kelas I
m2
380,490.00
412,995.00
27
A.4.6.1.27
Pemasangan Dinding Lambriziring dari Plywood ukuran (120x240) cm
m2
35,887.50
41,409.50
28
A.4.6.1.28
Pemasangan Dinding Bilik, Rangka Kayu Klas III atau IV
m2
118,780.64
137,947.70
359386722.xls
URAIAN PEKERJAAN HARGA SATUAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
K A Y U
99/22
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
XII
A.4.6.2
1
A.4.6.2.2
Pemasangan Kunci Tanam Biasa
Buah
197,340.00
219,477.50
2
A.4.6.2.3
Pemasangan Kunci Kamar Mandi
Buah
135,795.00
152,363.75
3
A.4.6.2.4
Pemasangan Kunci Selinder
Buah
196,295.00
218,363.75
4
A.4.6.2.5
Pemasangan Engsel Pintu
Buah
22,110.00
27,266.25
5
A.4.6.2.6
Pemasangan Engsel Jendela Kupu-kupu
Buah
14,740.00
16,527.50
6
A.4.6.2.7
Pemasangan Engsel Angin
Buah
41,624.00
45,586.75
7
A.4.6.2.9
Pemasangan Kait Angin
Buah
21,054.00
36,663.00
8
A.4.6.2.10
Pasang Door Closer
Buah
352,220.00
440,783.75
9
A.4.6.2.11
Pemasangan Kunci Selot
Buah
30,888.00
44,313.50
10
A.4.6.2.13
Pemasangan Door Stop
Buah
312,444.00
396,156.75
11
A.4.6.2.14
Pemasangan Rel Pintu Dorong
Buah
257,664.00
325,440.50
12
A.4.6.2.15
Pemasangan Kunci Lemari
Buah
30,364.40
36,146.55
13
A.4.6.2.16
Pemasangan Kaca tebal 3 mm
m2
99,616.00
119,585.13
14
A.4.6.2.17
Pemasangan Kaca tebal 5 mm
m2
123,816.00
131,685.13
15
A.4.6.2.18
Pemasangan Kaca Cermin tebal 5 mm
m2
287,166.00
349,485.13
XIII
A.4.7.1
1
A.4.7.1.1
Pengikisan / pengerokan Permukaan Cat Tembok Lama
m2
10,824.00
11,720.50
2
A.4.7.1.2
Pencucian Bidang Permukaan Tembok yang Pernah dicat
m2
10,769.00
11,720.50
3
A.4.7.1.3
Pengerokan Karat Cat Lama permukaan Baja dg cara manual
m2
11,209.00
12,188.00
4
A.4.7.1.4
Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 2 Lp Cat Penutup)
m2
37,774.00
43,367.50
5
A.4.7.1.5
Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 3 Lp Cat Penutup)
m2
50,446.00
57,876.50
6
A.4.7.1.6
Pelaburan Bidang Kayu dg Teak Oil
m2
30,574.50
32,246.50
7
A.4.7.1.7
Pelaburan Bidang Kayu dg Politur
m2
36,135.00
51,597.70
8
A.4.7.1.8
Pelaburan Bidang Kayu dg Cat Residu & Ter
m2
8,186.75
8,866.00
9
A.4.7.1.9
Pelaburan Bidang Kayu dg Vernis
m2
31,438.00
34,578.50
10
A.4.7.1.10
Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 Lap.Cat Penutup)
m2
16,645.20
19,435.35
11
A.4.7.1.11
Pengecatan Tembok Lama (1lap.Plamir, 2lap Cat Penutup)
m2
11,536.80
12,786.40
12
A.4.7.1.12
Pengecatan Tembok dengan Kalkarium
m2
6,454.80
7,198.40
13
A.4.7.1.13
Pelaburan Tembok dengan Kapur Sirih
m2
12,123.65
13,383.70
14
A.4.7.1.14
Pelaburan Tembok lama dengan Kapur Sirih (pemeliharaan)
m2
5,728.25
6,633.00
15
A.4.7.1.15
Pemasangan Wallpaper
m2
78,320.00
89,553.75
16
A.4.7.1.16
Pengecatan Permukaan Baja dg Meni Besi
m2
21,043.00
25,137.75
17
A.4.7.1.17
Pengecatan Permukaan Baja dg Meni Besi & Perancah
m2
42,927.50
48,798.75
359386722.xls
URAIAN PEKERJAAN
SAT
MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN KUNCI dan KACA
HARGA SATUAN PEKERJAAN PENGECATAN
99/23
hspk
HARGA SATUAN PEKERJAAN
NO.
KODE
XIV
A.5.1.1
1
A.5.1.1.1
2
SAT
MINIMUM Rp
Pemasangan Closet Duduk / Mono Blok
Unit
1,721,929.00
2,044,564.50
A.5.1.1.2
Pemasangan Closet Jongkok Porselen
Unit
516,780.00
565,290.00
3
A.5.1.1.4
Pemasangan Urinoir
Unit
678,150.00
732,380.00
4
A.5.1.1.5
Pemasangan Wastafel
Unit
518,512.50
779,212.50
5
A.5.1.1.6
Pemasangan Bathcuip porselen
Unit
1,064,514.00
1,139,605.50
6
A.5.1.1.7
Pemasangan Bak Fibreglass vol.1 m3
Unit
992,200.00
1,094,225.00
7
A.5.1.1.8
Memasang Bak Mandi Batu Bata Vol. 0,30 m3
Unit
1,294,469.27
1,428,163.54
8
A.5.1.1.11
Pemasangan Bak Beton Bertulang Vol. 1 m3
Unit
5,672,041.21
6,316,508.46
9
A.5.1.1.12
Pemasangan Bak Cuci Piring Stainless stell
buah
333,520.00
375,732.50
10
A.5.1.1.14
Pemasangan Floor Drain
buah
26,840.00
50,077.50
11
A.5.1.1.15
Pemasangan Bak Kontrol Pas.Batu Bata 30x30 tinggi 35 cm
bh
373,202.06
415,791.07
12
A.5.1.1.16
Pemasangan Bak Kontrol Pas.Batu Bata 45 x 45 tinggi 50 cm
bh
549,103.06
613,109.07
13
A.5.1.1.17
Pemasangan Bak Kontrol Pas.Batu Bata 60x60 tinggi 60 cm
bh
677,603.99
741,179.22
14
A.5.1.1.18
Pemasangan Pipa Galvanis Ø ½"
m'
38,410.17
45,578.50
15
A.5.1.1.19
Pemasangan Kran Ø ½" atau Ø ¾"
bh
76,565.50
92,273.78
16
A.5.1.1.20
Pemasangan Pipa Galvanis Ø ¾"
m'
46,935.17
58,366.00
17
A.5.1.1.21
Pemasangan Pipa Galvanis Ø 1"
m'
52,618.50
66,891.00
18
A.5.1.1.22
Pemasangan Pipa Galvanis Ø 1½ "
m'
72,508.33
89,417.17
19
A.5.1.1.23
Pemasangan Pipa Galvanis Ø 3"
m'
149,715.50
172,989.67
20
A.5.1.1.24
Pemasangan Pipa Galvanis Ø 4"
m'
269,065.50
280,973.00
21
A.5.1.1.25
Pemasangan Pipa PVC tipe AW Ø ½"
m'
20,031.00
21,785.50
22
A.5.1.1.26
Pemasangan Pipa PVC tipe AW Ø ¾"
m'
22,588.50
24,343.00
23
A.5.1.1.27
Pemasangan Pipa PVC tipe AW Ø 1"
m'
23,867.25
28,179.25
24
A.5.1.1.28
Pemasangan Pipa PVC tipe AW Ø 1½"
m'
25,215.67
32,820.33
25
A.5.1.1.29
Pemasangan Pipa PVC tipe AW Ø 2"
m'
39,139.83
43,334.50
26
A.5.1.1.31
Pemasangan Pipa PVC tipe AW Ø 3"
m'
52,414.08
72,769.58
27
A.5.1.1.32
Pemasangan Pipa PVC tipe AW Ø 4"
m'
84,821.00
88,564.67
28
A.5.1.1.33
Pemasangan Pipa Air Limbah Jenis Pipa Tanah Ø 20 cm
m'
75,361.00
82,962.00
29
A.5.1.1.34
Pemasangan Pipa Air Limbah Jenis Pipa Tanah Ø 15 cm
m'
35,926.00
40,711.00
30
A.5.1.1.35
Pemasangan Pipa Beton Ø 15 - 20 cm
m'
110,028.60
126,972.45
31
A.5.1.1.36
Pemasangan Pipa Beton Ø 30 - 100 cm
m'
567,726.50
619,899.50
359386722.xls
URAIAN PEKERJAAN
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN SANITASI DALAM GEDUNG
99/24
hspk
DAFTAR HARGA SATUAN PEKERJAAN (AHSP) NO.28/PRT/M/2016 BIDANG CIPTA KARYA SUMBER DATA D A E R A H
: :
PASARAN B E BAS KOTA SEMARANG & SEKITAR EDISI MARET 2017
HARGA BAHAN/UPAH No. I
1
SNI A. 2.2.1
KODE
KOEF
1
m'
Pagar Sementara dari Seng Gelombang Tinggi 2,00 m
MAKSIMUM
Rp
Rp
588,593.50
656,557.00
A
TENAGA
45,400.00
50,600.00
OH Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.4
OH Tukang Kayu
75,000.00
85,000.00
30,000.00
34,000.00
L.03
0.02
OH Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.02
OH Mandor
80,000.00
85,000.00
1,600.00
1,700.00
489,685.00
546,270.00 30,000.00
A.2.2.1.4
BAHAN
Btg Kayu Dolken diameter 8 - 10 / 400 cm
2.5
Kg
1.2
Lbr Seng Gelombang 3" - 5"
Portalnd Semen
21,000.00
24,000.00
26,250.00
1,050.00
1,100.00
2,625.00
2,750.00
41,500.00
55,000.00
49,800.00
66,000.00 2,500.00
0.005
m3 Pasir Beton
350,000.00
500,000.00
1,750.00
0.009
m3 Koral Beton
380,000.00
390,000.00
3,420.00
3,510.00
0.072
m3 Kayu 5/7X4m Kayu Kruing
5,500,000.00
5,900,000.00
396,000.00
424,800.00
0.06
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
840.00
960.00
0.45
Kg
Meni Besi
20,000.00
35,000.00
9,000.00
15,750.00
C
PERALATAN
D
Jumlah A + B + C
535,085.00
596,870.00
E
Overhead & Profit (contah 10%)
F m'
Harga Satuan Pekerjaan (D+E) Overhead & Profit (contah 10%) Pengukuran dan Pemasangan Bouwplank
A
Tenaga
1
10%
53,508.50
59,687.00
588,593.50
656,557.00
137,313.00
150,144.50
14,800.00
16,375.00
L.01
0.1
OH Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.1
OH Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH Mandor
80,000.00
85,000.00
400.00
425.00
110,030.00
120,120.00 70,800.00
B 0.012 0.02 0.007
A.2.2.1.5
MINIMUM
Rp
0.2
1.25
3
MAKSIMUM
Rp
L.01
B
2
MINIMUM
HARGA SATUAN PEKERJAAN PERSIAPAN
K.3
A.2.2.1.2
URAIAN PEKERJAAN
SAT.
JUMLAH
Bahan
m3 Kayu 5/7x 4m Kayu Kruing Kg
Paku Biasa 2" - 5"
m3 Kayu Papan 3/20 Kruing C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
5,500,000.00
5,900,000.00
66,000.00
14,000.00
16,000.00
280.00
320.00
6,250,000.00
7,000,000.00
43,750.00
49,000.00
124,830.00
136,495.00
10%
12,483.00
13,649.50
137,313.00
150,144.50
1,804,055.00
1,970,017.50
K.3
1
m2 Pembuatan Kantor Sementara dg Lantai Plesteran
376,000.00
417,750.00
L.01
2
OH Pekerja
60,000.00
65,000.00
120,000.00
130,000.00
L.02
2
OH Tukang Kayu
75,000.00
85,000.00
150,000.00
170,000.00
L.02
1
OH Tukang Batu
75,000.00
85,000.00
75,000.00
85,000.00
L.03
0.3
OH Kepala Tukang
90,000.00
95,000.00
27,000.00
28,500.00
L.04
0.05
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
1,264,050.00
1,373,175.00
A
B
Tenaga
Bahan
1.25
Btg Kayu Dolken Ø 8 - 10 / 4 m
0.18
m3 Kayu
21,000.00
24,000.00
26,250.00
30,000.00
5,500,000.00
5,900,000.00
990,000.00
1,062,000.00
0.80
Kg
1.1
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
11,200.00
12,800.00
Besi Strip
12,000.00
12,500.00
13,200.00
35
Kg
Portland Sement
13,750.00
1,050.00
1,100.00
36,750.00
38,500.00
m3 Pasir pasang
320,000.00
370,000.00
48,000.00
55,500.00
0.1
m3 Pasir Beton
350,000.00
500,000.00
35,000.00
50,000.00
0.15
m3 Koral Beton
380,000.00
390,000.00
57,000.00
58,500.00
600.00
670.00
18,000.00
20,100.00
22,000.00
24,500.00
5,500.00
6,125.00
0.20 buah Jendela Naco
21,000.00
22,000.00
4,200.00
4,400.00
0.08
70,000.00
85,000.00
5,600.00
6,800.00
0.15 buah Kunci Tanam
65,000.00
70,000.00
9,750.00
10,500.00
0.06
60,000.00
70,000.00
3,600.00
4,200.00
0.15
30 buah Batu bata Merah 0.25
Lbr Seng Plat m2 Kaca Polos Lbr Plywood 4 mm
HARGA BAHAN/UPAH No.
4
SNI
A.2.2.1.6
KODE
K.3
KOEF
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
L.01
1
L.02
Rp
Rp
1,640,050.00 10%
Tenaga
1,790,925.00
164,005.00
179,092.50
1,804,055.00
1,970,017.50
1,448,095.00
1,584,330.00
190,000.00
211,000.00 65,000.00
1.50
OH Tukang Kayu
75,000.00
85,000.00
112,500.00
127,500.00
L.03
0.15
OH Kepala Tukang
90,000.00
95,000.00
13,500.00
14,250.00
L.04
0.05
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
1,126,450.00
1,229,300.00
K.3
Bahan
3.00
Btg Kayu Dolken Ø 8 - 10 / 4 m
0.18
m3 Kayu
21,000.00
24,000.00
63,000.00
72,000.00
5,500,000.00
5,900,000.00
990,000.00
1,062,000.00
0.80
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
11,200.00
12,800.00
1.50
Lbr Seng Gelombang
41,500.00
55,000.00
62,250.00
82,500.00
1,316,450.00
1,440,300.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
m2 Pembuatan Gudang Semen dan Peralatan Tenaga
131,645.00
144,030.00
1,448,095.00
1,584,330.00
1,433,492.50
1,561,202.50
232,000.00
258,250.00
L.01
1
OH Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
2
OH Tukang Kayu
75,000.00
85,000.00
150,000.00
170,000.00
OH Kepala Tukang
90,000.00
95,000.00
18,000.00
19,000.00
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
1,297,675.00
1,413,150.00
L.03
0.2
L.04
0.05 1.7
Btg Kayu Dolken diameter 8 - 10 / 400 cm m3 Kayu
21,000.00
24,000.00
35,700.00
40,800.00
5,500,000.00
5,900,000.00
1,155,000.00
1,239,000.00
14,000.00
16,000.00
4,200.00
4,800.00
1,050.00
1,100.00
11,025.00
11,550.00
0.3
Kg
Paku Biasa 2" - 5"
Kg
Portland Semen
0.03
m3 Pasir Beton
350,000.00
500,000.00
10,500.00
15,000.00
0.05
m3 Koral Beton
380,000.00
390,000.00
19,000.00
19,500.00
Lbr Seng Gelombang
41,500.00
55,000.00
62,250.00
82,500.00
Lbr Seng Plat
22,000.00
24,500.00
5,500.00
6,125.00
1,303,175.00
1,419,275.00
0.25
K.3
Bahan
10.5
1.5
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
m2 Pembuatan Bedeng Pekerja A
Tenaga
130,317.50
141,927.50
1,433,492.50
1,561,202.50
1,632,235.00
1,821,050.00
232,000.00
258,250.00
L.01
1
OH Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
2
OH Tukang Kayu
75,000.00
85,000.00
150,000.00
170,000.00
OH Kepala Tukang
90,000.00
95,000.00
18,000.00
19,000.00
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
1,251,850.00
1,397,250.00
L.03
0.2
L.04
0.05
B 1.25 0.186
A.2.2.1.9
Rp
60,000.00
0.21
7.
MAKSIMUM
Rp
65,000.00
B
A.2.2.1.8
MINIMUM
60,000.00
A
6.
MAKSIMUM
OH Pekerja
B
A.2.2.1.7
JUMLAH
MINIMUM
m2 Pembuatan Rumah Jaga (Konstruksi Kayu) A
5.
URAIAN PEKERJAAN
SAT.
K.3
Bahan
Btg Kayu Dolken diameter 8 - 10 / 400 cm m3 Kayu
0.30
Kg
Paku Biasa 2" - 5"
18.00
Kg
Portland Semen
21,000.00
24,000.00
26,250.00
30,000.00
5,500,000.00
5,900,000.00
1,023,000.00
1,097,400.00
14,000.00
16,000.00
4,200.00
4,800.00
1,050.00
1,100.00
18,900.00
19,800.00
0.03
m3 Pasir Beton
350,000.00
500,000.00
10,500.00
15,000.00
0.05
m3 Koral Beton
380,000.00
390,000.00
19,000.00
19,500.00
1.50
Lbr Seng Gelombang
41,500.00
55,000.00
62,250.00
82,500.00
1.35
Lbr Playwood
65,000.00
95,000.00
87,750.00
128,250.00
1,483,850.00
1,655,500.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
m2 Membersihkan Lapangan dan Perataan A
Tenaga
148,385.00
165,550.00
1,632,235.00
1,821,050.00
11,000.00
11,825.00
10,000.00
10,750.00
L.01
0.1
OH Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.04
0.05
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
Bahan
HARGA BAHAN/UPAH No.
8
SNI
A.2.2.1.10
KODE
K.3
KOEF
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
10,000.00
10,750.00
10%
Tenaga
1,000.00
1,075.00
11,000.00
11,825.00
270,279.90
302,017.43
232,000.00
258,250.00
1.00
OH Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
2.00
OH Tukang Kayu
75,000.00
85,000.00
150,000.00
170,000.00
L.03
0.20
OH Kepala Tukang
90,000.00
95,000.00
18,000.00
19,000.00
L.04
0.05
OH Mandor
80,000.00
85,000.00
4,000.00
4,250.00
13,709.00
16,311.30
A.2.2.1.11
Bahan
1.250
Btg Bambu diameter 6 - 8 / 600 cm
0.186
Kg
Tali Ijuk
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
1
10,000.00
12,000.00
12,500.00
15,000.00
6,500.00
7,050.00
1,209.00
1,311.30
245,709.00
274,561.30
24,570.90
27,456.13
Harga Satuan Pekerjaan (D+E)
270,279.90
302,017.43
bh
Pembuatan Kotak Adukan ukuran 40cmx50cmx25cm
494,252.00
543,433.00
A
Tenaga
10%
25,200.00
28,350.00
L.02
0.30
OH Tukang Kayu
75,000.00
85,000.00
22,500.00
25,500.00
L.03
0.03
OH Kepala Tukang
90,000.00
95,000.00
2,700.00
2,850.00
424,120.00
465,680.00
B
A.2.2.1.13
Bahan
0.036
m3 Kayu Papan Kelas III
6,250,000.00
7,000,000.00
225,000.00
252,000.00
0.036
m3 Kayu Balok Kelas III
5,500,000.00
5,900,000.00
198,000.00
212,400.00
0.080
kg
Paku Biasa
14,000.00
16,000.00
1,120.00
1,280.00
C
PERALATAN
D
Jumlah A + B + C
449,320.00
494,030.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
1
10%
m3 Bongkaran Beton Bertulang A
11
MAKSIMUM
L.01
B
10
JUMLAH
MINIMUM
m2 Pembuatan Steger/Perancah dari Bambu A
9
URAIAN PEKERJAAN
SAT.
Tenaga
44,932.00
49,403.00
494,252.00
543,433.00
938,652.00
1,015,652.00
853,320.00
923,320.00
L.02
13.334
OH Pekerja
60,000.00
65,000.00
800,040.00
866,710.00
L.04
0.666
OH Mandor
80,000.00
85,000.00
53,280.00
56,610.00
853,320.00
923,320.00
A.2.2.1.14
1
B
Bahan
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
m3 Bongkaran Dinding Tembok Bata Merah B
Tenaga
85,332.00
92,332.00
938,652.00
1,015,652.00
442,926.00
479,776.00
402,660.00
436,160.00
L.02
6.667
OH Pekerja
60,000.00
65,000.00
400,020.00
433,355.00
L.04
0.033
OH Mandor
80,000.00
85,000.00
2,640.00
2,805.00
402,660.00
436,160.00
B
Bahan
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
40,266.00
43,616.00
442,926.00
479,776.00
HARGA BAHAN/UPAH No.
SNI
II
A.2.3.1
1
A.2.3.1.1
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN TANAH 1
m3 A
Menggali Tanah Biasa Sedalam 1 m
51,700.00
55,962.50
TENAGA
47,000.00
50,875.00
L.01
0.75
OH
Pekerja
60,000.00
65,000.00
45,000.00
48,750.00
L.04
0.025
OH
Mandor
80,000.00
85,000.00
2,000.00
2,125.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
47,000.00
50,875.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
4,700.00
5,087.50
51,700.00
55,962.50
Menggali Tanah Biasa Sedalam 2 m
63,360.00
68,557.50
TENAGA
57,600.00
62,325.00
10%
Overhead & Profit (contah 10%)
2
A.2.3.1.2
1
m3 A
3
L.01
0.90
OH
Pekerja
60,000.00
65,000.00
54,000.00
58,500.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
57,600.00
62,325.00
E
Overhead & Profit (contah 10%)
F A.2.3.1.3
1
m3 A
4
5
68,557.50
Menggali Tanah Biasa Sedalam 3 m
75,196.00
81,339.50
TENAGA
68,360.00
73,945.00
OH
Pekerja
60,000.00
65,000.00
63,000.00
68,250.00
L.04
0.067
OH
Mandor
80,000.00
85,000.00
5,360.00
5,695.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
68,360.00
73,945.00
E
Overhead & Profit (contah 10%)
F A.2.3.1.4
1
m3
6,836.00
7,394.50
Harga Satuan Pekerjaan (D+E)
75,196.00
81,339.50
Menggali Tanah Keras Sedalam 1 m
68,816.00
74,492.00
TENAGA
62,560.00
67,720.00
10%
L.01
1.000
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.04
0.032
OH
Mandor
80,000.00
85,000.00
2,560.00
2,720.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
62,560.00
67,720.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
A.2.3.1.5
1
m3
10%
Menggali Tanah Cadas Sedalam 1 m TENAGA
6,256.00
6,772.00
68,816.00
74,492.00
104,280.00
112,860.00
94,800.00
102,600.00
L.01
1.50
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.04
0.060
OH
Mandor
80,000.00
85,000.00
4,800.00
5,100.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
94,800.00
102,600.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
A.2.3.1.6
1
m3
9,480.00
10,260.00
104,280.00
112,860.00
Menggali Tanah Lumpur Sedalam 1 m
83,160.00
90,007.50
TENAGA
75,600.00
81,825.00
10%
L.01
1.200
OH
Pekerja
60,000.00
65,000.00
72,000.00
78,000.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
75,600.00
81,825.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
A.2.3.1.7
1
m2 A
8
63,360.00
1.05
A
7
6,232.50
Harga Satuan Pekerjaan (D+E)
L.01
A
6
5,760.00
10%
7,560.00
8,182.50
83,160.00
90,007.50
Mengerjakan Striping Tebing Setinggi 1 m
3,740.00
4,042.50
TENAGA
3,400.00
3,675.00
10%
L.01
0.05
OH
Pekerja
60,000.00
65,000.00
3,000.00
3,250.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
3,400.00
3,675.00
E
Overhead & Profit (contah 10%)
F m3
A.2.3.1.8
1
A
340.00
367.50
Harga Satuan Pekerjaan (D+E)
3,740.00
4,042.50
MembuangTanah sejauh 30 m'
22,660.00
24,530.00
TENAGA
20,600.00
22,300.00
10%
L.01
0.330
OH
Pekerja
60,000.00
65,000.00
19,800.00
21,450.00
L.04
0.010
OH
Mandor
80,000.00
85,000.00
800.00
850.00
file:///conversion/tmp/scratch/359386722.xls
99/28
abk 2-14
HARGA BAHAN/UPAH No.
9
SNI
KODE
KOEF
A.2.3.1.9
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
22,300.00
2,060.00
2,230.00
Harga Satuan Pekerjaan (D+E)
22,660.00
24,530.00
Pengurugan Kembali di hitung dari 1/3 kali koefisien Pekerjaan galian
12,466.67
13,475.00
10%
34,000.00
36,750.00
OH
Pekerja
60,000.00
65,000.00
30,000.00
32,500.00
L.04
0.050
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
34,000.00
36,750.00
E
Overhead & Profit (contah 10%)
F m3
A.2.3.1.10
1
TENAGA
3,400.00
3,675.00
Harga Satuan Pekerjaan (D+E)
37,400.00
40,425.00
Pemadatan Tanah (per 20 cm)
37,400.00
40,425.00
TENAGA
34,000.00
36,750.00
10%
L.01
0.5
OH
Pekerja
60,000.00
65,000.00
30,000.00
32,500.00
L.04
0.05
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
BAHAN
C
PERALATAN
D
Jumlah A + B + C
34,000.00
36,750.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
A.2.3.1.11
1
m3
10%
Urugan Pasir TENAGA
3,400.00
3,675.00
37,400.00
40,425.00
284,680.00
325,985.00
18,800.00
20,350.00 19,500.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
L.04
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
B
BAHAN
240,000.00
276,000.00
240,000.00
276,000.00
258,800.00
296,350.00
A.2.3.1.12
1
m3
Pasir Urug
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F m3 A
200,000.00
230,000.00
25,880.00
29,635.00
Harga Satuan Pekerjaan (D+E)
284,680.00
325,985.00
Lapisan Pudel Cmp. 1Kp : 3Ps : 7TL
395,428.00
440,341.00
88,000.00
96,600.00
10%
TENAGA
L.01
0.800
OH
Pekerja
60,000.00
65,000.00
48,000.00
52,000.00
L.02
0.400
OH
Tukang Batu
75,000.00
85,000.00
30,000.00
34,000.00
L.03
0.04
OH
Kepala Tukang
90,000.00
95,000.00
3,600.00
3,800.00
L.04
0.080
OH
Mandor
80,000.00
85,000.00
6,400.00
6,800.00
B
BAHAN
271,480.00
303,710.00
0.135
m3
Pasir Pasang
320,000.00
370,000.00
43,200.00
49,950.00
0.400
m3
Kapur Padam
310,000.00
350,000.00
124,000.00
140,000.00
0.948
m3
Tanah Liat
110,000.00
120,000.00
104,280.00
113,760.00
359,480.00
400,310.00
A.2.3.1.13
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pemasangan Lapisan Ijuk tebal 10 cm untuk Bidang Resapan
35,948.00
40,031.00
395,428.00
440,341.00
54,120.00
58,657.50
1
m2
10,200.00
11,025.00
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
BAHAN
39,000.00
42,300.00
kg
Ijuk
39,000.00
42,300.00
C
PERALATAN
D
Jumlah A + B + C
49,200.00
53,325.00
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
A
6.00
14
20,600.00
MAKSIMUM Rp
0.50
1.2
13
JUMLAH MINIMUM Rp
L.01
A
12
MAKSIMUM Rp
m3
A
11
MINIMUM Rp
1
A
10
URAIAN PEKERJAAN
SAT.
A.2.3.1.14
1
m3 A
TENAGA
6,500.00
7,050.00
10%
Mengurug Sirtu Padat TENAGA
4,920.00
5,332.50
54,120.00
58,657.50
190,300.00
205,012.50
17,000.00
18,375.00 16,250.00
0.25
OH
Pekerja
60,000.00
65,000.00
15,000.00
0.025
OH
Mandor
80,000.00
85,000.00
2,000.00
2,125.00
B
BAHAN
156,000.00
168,000.00
156,000.00
168,000.00
173,000.00
186,375.00
1.2
file:///conversion/tmp/scratch/359386722.xls
m3
Sirtu
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contah 10%)
F
Harga Satuan Pekerjaan (D+E)
130,000.00
10%
99/29
140,000.00
17,300.00
18,637.50
190,300.00
205,012.50
abk 2-14
No.
SNI
III
A.3.2.1.
1
A.3.2.1.1
KODE
KOEF
m3
1,030,040.00
159,000.00
174,750.00
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
BAHAN
667,300.00
761,650.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
202
Kg
Portland Sement
1,050.00
1,100.00
212,100.00
222,200.00
0.485
m3
Pasir Pasang
320,000.00
370,000.00
155,200.00
179,450.00
C
PERALATAN
D
Jumlah A + B + C
826,300.00
936,400.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.2
m3
82,630.00
93,640.00
Harga Satuan Pekerjaan (D+E) Overhead & Profit (contoh 10%) Pemasangan Pondasi Batu Belah 1SP : 4 PP
908,930.00
1,030,040.00
876,205.00
997,095.00
TENAGA
159,000.00
174,750.00
10%
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
BAHAN
637,550.00
731,700.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
163
Kg
Portland Sement
1,050.00
1,100.00
171,150.00
179,300.00
0.52
m3
Pasir Pasang
320,000.00
370,000.00
166,400.00
192,400.00
C
PERALATAN
D
Jumlah A + B + C
796,550.00
906,450.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.3
m3
79,655.00
90,645.00
Harga Satuan Pekerjaan (D+E)
876,205.00
997,095.00
Pemasangan Pondasi Batu Belah 1SP : 5 PP
853,468.00
974,193.00
TENAGA
159,000.00
174,750.00
10%
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
BAHAN
616,880.00
710,880.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
136
Kg
Portland Sement
1,050.00
1,100.00
142,800.00
149,600.00
0.544
m3
Pasir Pasang
320,000.00
370,000.00
174,080.00
201,280.00
C
PERALATAN
D
Jumlah A + B + C
775,880.00
885,630.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.4
m3 A
5
908,930.00
TENAGA
1.5
A
4
Pemasangan Pondasi Batu Belah 1SP : 3 PP
L.01
A
3
JUMLAH MINIMUM MAKSIMUM Rp Rp
HARGA SATUAN PEKERJAAN PONDASI 1
A
2
HARGA BAHAN/UPAH MINIMUM MAKSIMUM Rp Rp
URAIAN PEKERJAAN
SAT.
77,588.00
88,563.00
Harga Satuan Pekerjaan (D+E)
853,468.00
974,193.00
Pemasangan Pondasi Batu Belah 1SP : 6 PP
837,507.00
958,122.00
TENAGA
159,000.00
174,750.00
10%
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
BAHAN
602,370.00
696,270.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
117
Kg
Portland Sement
1,050.00
1,100.00
122,850.00
128,700.00
0.561
m3
Pasir Pasang
320,000.00
370,000.00
179,520.00
207,570.00
C
PERALATAN
D
Jumlah A + B + C
761,370.00
871,020.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.5
m3
76,137.00
87,102.00
Harga Satuan Pekerjaan (D+E)
837,507.00
958,122.00
10%
Pemasangan Pondasi Batu Belah 1SP : 8 PP
815,573.00
936,023.00
A
Tenaga
159,000.00
174,750.00
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
Bahan
582,430.00
676,180.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
91
Kg
Portland Sement
1,050.00
1,100.00
95,550.00
100,100.00
0.584
m3
Pasir Pasang
320,000.00
370,000.00
186,880.00
216,080.00
file:///conversion/tmp/scratch/359386722.xls
99/30
abk 3-14
No.
6
7
8
9
SNI
KODE
KOEF
1
A.3.2.1.6
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m3
HARGA BAHAN/UPAH MINIMUM MAKSIMUM Rp Rp
URAIAN PEKERJAAN
SAT.
JUMLAH MINIMUM MAKSIMUM Rp Rp 741,430.00
850,930.00
74,143.00
85,093.00
Harga Satuan Pekerjaan (D+E)
815,573.00
936,023.00
10%
Pemasangan Pondasi Batu Belah 1SP : 1KP : 2PP
715,275.00
826,650.00
A
Tenaga
159,000.00
174,750.00
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
Bahan
491,250.00
576,750.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
0.17
m3
Kapur Pasang (KP)
310,000.00
350,000.00
52,700.00
59,500.00
0.17
Kg
Semen Merah (SM)
175,000.00
185,000.00
29,750.00
31,450.00
0.340
m3
Pasir Pasang
320,000.00
370,000.00
108,800.00
125,800.00
C
PERALATAN
D
Jumlah A + B + C
650,250.00
751,500.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.7
m3
65,025.00
75,150.00
Harga Satuan Pekerjaan (D+E)
715,275.00
826,650.00
10%
Pemasangan Pondasi Batu Belah, 1 SP : 3 KP : 10 PP
798,666.00
918,874.00
A
Tenaga
159,000.00
174,750.00
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
Bahan
567,060.00
660,590.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
61
kg
Portland Sement
1,050.00
1,100.00
64,050.00
67,100.00
0.147
m3
Kapur Pasang
310,000.00
350,000.00
45,570.00
51,450.00
0.492
m3
Pasir Pasang
320,000.00
370,000.00
157,440.00
182,040.00
C
PERALATAN
D
Jumlah A + B + C
726,060.00
835,340.00
E
Overhead & Profit (contoh 10%)
F 1
A.3.2.1.8
m3
72,606.00
83,534.00
Harga Satuan Pekerjaan (D+E)
798,666.00
918,874.00
10%
Pemasangan Pondasi Batu Belah, ¼ SP : 1KP : 4 PP
781,022.00
901,131.00
A
Tenaga
159,000.00
174,750.00
L.01
1.5
OH
Pekerja
60,000.00
65,000.00
90,000.00
97,500.00
L.02
0.750
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
Bahan
551,020.00
644,460.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
41
kg
Portland Sement
1,050.00
1,100.00
43,050.00
45,100.00
0.131
m3
Kapur Pasang
310,000.00
350,000.00
40,610.00
45,850.00
0.523
m3
Pasir
320,000.00
370,000.00
167,360.00
193,510.00
710,020.00
819,210.00
1
A.3.2.1.9
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m3
71,002.00
81,921.00
Harga Satuan Pekerjaan (D+E)
781,022.00
901,131.00
Pemasang Batu Kosong/Anstamping
515,988.00
605,253.00
82,680.00
90,870.00
A
Tenaga
10%
L.01
0.78
OH
Pekerja
60,000.00
65,000.00
46,800.00
50,700.00
L.02
0.39
OH
Tukang Batu
75,000.00
85,000.00
29,250.00
33,150.00
L.03
0.039
OH
Kepala Tukang
90,000.00
95,000.00
3,510.00
3,705.00
L.04
0.039
OH
Mandor
80,000.00
85,000.00
3,120.00
3,315.00
B
Bahan
386,400.00
459,360.00
1.2
m3
Batu Belah 15/20
250,000.00
300,000.00
300,000.00
360,000.00
0.432
m3
Pasir Urug
200,000.00
230,000.00
86,400.00
99,360.00
469,080.00
550,230.00
file:///conversion/tmp/scratch/359386722.xls
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/31
46,908.00
55,023.00
515,988.00
605,253.00
abk 3-14
No.
SNI
10
A.3.2.1.10
11
KODE
KOEF
HARGA BAHAN/UPAH MINIMUM MAKSIMUM Rp Rp
URAIAN PEKERJAAN
SAT.
Pasang Pondasi Siklop, 60% Beton Campuran 1PC : 2PB : 3KR & 40% Batu B0elah
1
m3 A
Tenaga
L.01
3.4
OH
Pekerja
60,000.00
65,000.00
L.02
0.85
OH
Tukang Batu
75,000.00
L.03
0.085
OH
Kepala Tukang
L.04
0.15
OH
Mandor
B
Bahan
0.480
m3
Batu Belah 15/20 cm
126
Kg
Besi Beton
JUMLAH MINIMUM MAKSIMUM Rp Rp 2,122,197.00
2,340,970.50
287,400.00
314,075.00
204,000.00
221,000.00
85,000.00
63,750.00
72,250.00
90,000.00
95,000.00
7,650.00
8,075.00
80,000.00
85,000.00
12,000.00
12,750.00
1,641,870.00
1,814,080.00
250,000.00
300,000.00
120,000.00
144,000.00
8,500.00
9,100.00
1,071,000.00
1,146,600.00
194
Kg
Portland Semen
1,050.00
1,100.00
203,700.00
213,400.00
0.312
m3
Pasir Beton
350,000.00
500,000.00
109,200.00
156,000.00
0.468
m3
Koral Beton
240,000.00
260,000.00
112,320.00
121,680.00
1.8
Kg
Kawat Beton
14,250.00
18,000.00
25,650.00
32,400.00
C
PERALATAN
D
Jumlah A + B + C
1,929,270.00
2,128,155.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
A.3.2.1.11
m3
10%
192,927.00
212,815.50
2,122,197.00
2,340,970.50
Pasang Pondasi Sumuran diameter 100 cm
834,284.00
954,574.50
A
Tenaga
220,720.00
241,715.00
L.01
2.40
OH
Pekerja
60,000.00
65,000.00
144,000.00
156,000.00
L.02
0.8
OH
Tukang Batu
75,000.00
85,000.00
60,000.00
68,000.00
L.03
0.08
OH
Kepala Tukang
90,000.00
95,000.00
7,200.00
7,600.00
L.04
0.119
OH
Mandor
80,000.00
85,000.00
9,520.00
10,115.00
B
Bahan
537,720.00
626,080.00
0.45
m3
Batu Belah 15/20 cm
250,000.00
300,000.00
112,500.00
135,000.00
194
Kg
Portland Semen
1,050.00
1,100.00
203,700.00
213,400.00
0.312
m3
Pasir Beton
350,000.00
500,000.00
109,200.00
156,000.00
0.468
m3
Koral Beton
240,000.00
260,000.00
112,320.00
121,680.00
758,440.00
867,795.00
file:///conversion/tmp/scratch/359386722.xls
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/32
75,844.00
86,779.50
834,284.00
954,574.50
abk 3-14
HARGA BAHAN/UPAH No.
SNI
IV
A.4.1.1
1
A.4.1.1.1
2
5
KOEF
URAIAN PEKERJAAN
SAT.
HARGA SATUAN PEKERJAAN 1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
BETON
Membuat Beton mutu f'c=7,4 Mpa (K100), slum (12±2)cm, w/c = 0,87
978,199.75
1,115,644.36
A
Tenaga
128,785.00
140,340.00
m3
L.01
1.65
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
760,487.50
873,882.14
247
Kg
Portland Semen
1,050.00
1,100.00
259,350.00
271,700.00
869
Kg
Pasir Beton
250.00
357.14
217,250.00
310,357.14
999
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
281,200.00
288,600.00
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
889,272.50
1,014,222.14
E
Overhead & Profit (contoh 10%)
10%
88,927.25
101,422.21
F
Harga Satuan Pekerjaan (D+E) 10% Overhead & Profit (contoh 10%) Membuat Beton mutu f'c=9,8 Mpa (K125), slum (12±2)cm, w/c = 0,78
978,199.75
1,115,644.36
1,004,444.94
1,138,758.33
128,785.00
140,340.00
A.4.1.1.2
3
4
KODE
1
m3 A
Tenaga
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
784,346.76
894,894.84
276
Kg
Portland Semen
1,050.00
1,100.00
289,800.00
303,600.00
828
kg
Pasir Beton
250.00
357.14
207,000.00
295,714.29
1,012
kg
Kerikil (maksimum 30 mm)
281.48
288.89
284,859.26
292,355.56
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
913,131.76
1,035,234.84
E
Overhead & Profit (contoh 10%)
F A.4.1.1.3
91,313.18
103,523.48
Harga Satuan Pekerjaan (D+E)
1,004,444.94
1,138,758.33
Membuat Beton mutu f'c=12,2 Mpa (K150), slum (12±2)cm, w/c = 0,72
1,024,583.08
1,156,784.36
10%
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
802,654.17
911,282.14
299
Kg
Portland Semen
1,050.00
1,100.00
313,950.00
328,900.00
799
kg
Pasir Beton
250.00
357.14
199,750.00
285,357.14
1,017
kg
Kerikil (maksimum 30 mm)
281.48
288.89
286,266.67
293,800.00
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
931,439.17
1,051,622.14
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.1.1.4
10%
Membuat Lantai Kerja Beton mutu f'c=7,4 MPa (K100), slum (3-6)cm, w/c = 0,87
93,143.92
105,162.21
1,024,583.08
1,156,784.36
930,172.63
1,065,930.21
1.00
m3 A
Tenaga
89,280.00
97,410.00
L.01
1.200
OH
Pekerja
60,000.00
65,000.00
72,000.00
78,000.00
L.02
0.200
OH
Tukang Batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.020
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
756,331.48
871,617.46
230
Kg
Portland Semen
1,050.00
1,100.00
241,500.00
253,000.00
893
kg
Pasir Beton
250.00
357.14
223,250.00
318,928.57
1,027
kg
Kerikil (maksimum 30 mm)
281.48
288.89
289,081.48
296,688.89
200
ltr
Air
12.50
15.00
2,500.00
3,000.00
C
PERALATAN
D
Jumlah A + B + C
845,611.48
969,027.46
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.1.1.5
10%
Membuat Beton mutu f'c=14,5 MPa (K175), slum (12±2)cm, w/c = 0,66
84,561.15
96,902.75
930,172.63
1,065,930.21
1,048,758.64
1,177,946.26
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.65
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
file:///conversion/tmp/scratch/359386722.xls
99/33
abk 4-14
HARGA BAHAN/UPAH No.
6
7
8
9
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT. B
Bahan
326
Kg
Portland Semen
760
Kg
1,029 215
A.4.1.1.6
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
824,631.94
930,520.24
1,050.00
1,100.00
342,300.00
358,600.00
Pasir Beton
250.00
357.14
190,000.00
271,428.57
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
289,644.44
297,266.67
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
953,416.94
1,070,860.24
E
Overhead & Profit (contoh 10%)
F
95,341.69
107,086.02
Harga Satuan Pekerjaan (D+E)
1,048,758.64
1,177,946.26
Membuat Beton mutu f'c=16,9 MPa (K200), slum (12±2)cm, w/c = 0,61
1,071,432.90
1,198,648.96
10%
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
845,244.91
949,340.87
352
Kg
Portland Semen
1,050.00
1,100.00
369,600.00
387,200.00
731
Kg
Pasir Beton
250.00
357.14
182,750.00
261,071.43
1,031
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
290,207.41
297,844.44
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
974,029.91
1,089,680.87
E
Overhead & Profit (contoh 10%)
F
A.4.1.1.7
97,402.99
108,968.09
Harga Satuan Pekerjaan (D+E)
1,071,432.90
1,198,648.96
Membuat Beton mutu f'c=19,3 MPa (K225), slum (12±2)cm, w/c = 0,58
1,089,256.97
1,213,759.12
10%
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
861,448.61
963,077.38
371
Kg
Portland Semen
1,050.00
1,100.00
389,550.00
408,100.00
698
Kg
Pasir Beton
250.00
357.14
174,500.00
249,285.71
1,047
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
294,711.11
302,466.67
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
990,233.61
1,103,417.38
E
Overhead & Profit (contoh 10%)
F
A.4.1.1.8
99,023.36
110,341.74
Harga Satuan Pekerjaan (D+E)
1,089,256.97
1,213,759.12
Membuat Beton mutu f'c=21,7 MPa (K250), slum (12±2)cm, w/c = 0,56
1,100,144.94
1,224,589.75
10%
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
871,346.76
972,923.41
384
Kg
Portland Semen
1,050.00
1,100.00
403,200.00
422,400.00
692
Kg
Pasir Beton
250.00
357.14
173,000.00
247,142.86
1,039
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
292,459.26
300,155.56
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
1,000,131.76
1,113,263.41
E
Overhead & Profit (contoh 10%)
F A.4.1.1.9
100,013.18
111,326.34
Harga Satuan Pekerjaan (D+E)
1,100,144.94
1,224,589.75
Membuat Lantai Kerja Beton mutu f'c=24,0 MPa (K275), slum (12±2)cm, w/c = 0,53
1,119,329.75
1,243,935.79
10%
1
m3 A
Tenaga
128,785.00
140,340.00
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
99,000.00
107,250.00
L.02
0.275
OH
Tukang Batu
75,000.00
85,000.00
20,625.00
23,375.00
L.03
0.028
OH
Kepala Tukang
90,000.00
95,000.00
2,520.00
2,660.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
B
Bahan
888,787.50
990,510.71
406
Kg
Portland Semen
1,050.00
1,100.00
426,300.00
446,600.00
684
kg
Pasir Beton
250.00
357.14
171,000.00
244,285.71
1,026
kg
Kerikil (maksimum 30 mm)
281.48
288.89
288,800.00
296,400.00
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
1,017,572.50
1,130,850.71
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
file:///conversion/tmp/scratch/359386722.xls
10%
99/34
101,757.25
113,085.07
1,119,329.75
1,243,935.79 abk 4-14
HARGA BAHAN/UPAH No.
SNI
10
A.4.1.1.10
11
12
13
14
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
Membuat Beton mutu f'c=26,4 MPa (K300), slum (12±2)cm, w/c = 0,52
1
m3 A
Tenaga
L.01
1.650
OH
Pekerja
60,000.00
65,000.00
L.02
0.275
OH
Tukang Batu
75,000.00
L.03
0.028
OH
Kepala Tukang
L.04
0.083
OH
Mandor
B
Bahan
413
Kg
Portland Semen
1,050.00
681
Kg
Pasir Beton
250.00
1,021
Kg
Kerikil (maksimum 30 mm)
215
ltr
Air
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.1.1.11
JUMLAH MINIMUM Rp
MAKSIMUM Rp
1,125,041.60
1,249,638.33
128,785.00
140,340.00
99,000.00
107,250.00
85,000.00
20,625.00
23,375.00
90,000.00
95,000.00
2,520.00
2,660.00
80,000.00
85,000.00
6,640.00
7,055.00
893,980.09
995,694.84
1,100.00
433,650.00
454,300.00
357.14
170,250.00
243,214.29
281.48
288.89
287,392.59
294,955.56
12.50
15.00
2,687.50
3,225.00
1,022,765.09
1,136,034.84
102,276.51
113,603.48
Harga Satuan Pekerjaan (D+E)
1,125,041.60
1,249,638.33
Membuat Beton mutu f'c=28,8 MPa (K325), slum (12±2)cm, w/c = 0,49
1,185,918.66
1,313,986.23
10%
1
m3 A
Tenaga
163,800.00
178,500.00
L.01
2.1
OH
Pekerja
60,000.00
65,000.00
126,000.00
136,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.105
OH
Mandor
80,000.00
85,000.00
8,400.00
8,925.00
B
Bahan
914,307.87
1,016,032.94
439
Kg
Portland Semen
1,050.00
1,100.00
460,950.00
482,900.00
670
Kg
Pasir Beton
250.00
357.14
167,500.00
239,285.71
1,006
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
283,170.37
290,622.22
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
1,078,107.87
1,194,532.94
E
Overhead & Profit (contoh 10%)
F
A.4.1.1.12
107,810.79
119,453.29
Harga Satuan Pekerjaan (D+E)
1,185,918.66
1,313,986.23
Membuat Beton mutu f'c=31,2 MPa (K350), slum (12±2)cm, w/c = 0,48
1,193,630.88
1,321,790.99
10%
1
m3 A
Tenaga
163,800.00
178,500.00
L.01
2.10
OH
Pekerja
60,000.00
65,000.00
126,000.00
136,500.00
L.02
0.350
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.105
OH
Mandor
80,000.00
85,000.00
8,400.00
8,925.00
B
Bahan
921,318.98
1,023,128.17
448
Kg
Portland Semen
1,050.00
1,100.00
470,400.00
492,800.00
667
Kg
Pasir Beton
250.00
357.14
166,750.00
238,214.29
1,000
Kg
Kerikil (maksimum 30 mm)
281.48
288.89
281,481.48
288,888.89
215
ltr
Air
12.50
15.00
2,687.50
3,225.00
C
PERALATAN
D
Jumlah A + B + C
1,085,118.98
1,201,628.17
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.1.1.17
10
Kg
10%
Pembesian dg Besi Polos atau Besi Ulir
A
Tenaga
108,511.90
120,162.82
1,193,630.88
1,321,790.99
111,966.25
120,730.50
10,400.00
11,505.00
L.01
0.07
OH
Pekerja
60,000.00
65,000.00
4,200.00
4,550.00
L.02
0.07
OH
Tukang Besi
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.004
OH
Mandor
80,000.00
85,000.00
320.00
340.00
B
Bahan
91,387.50
98,250.00
10.50
Kg
Besi Beton (polos/ulir)
0.150
Kg
Kawat Beton
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.1.1.18
10
Kg
8,500.00
9,100.00
89,250.00
95,550.00
14,250.00
18,000.00
2,137.50
2,700.00
101,787.50
109,755.00
10,178.75
10,975.50
Harga Satuan Pekerjaan (D+E)
111,966.25
120,730.50
Kabel Presstresed Polos/strand
148,351.50
150,788.00
7,440.00
8,230.00
A
Tenaga
10%
L.01
0.05
OH
Pekerja
60,000.00
65,000.00
3,000.00
3,250.00
L.02
0.05
OH
Tukang Besi
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
127,425.00
128,850.00
10.5
Kg
Besi presstred polos
12,000.00
12,100.00
126,000.00
127,050.00
0.1
Kg
Kawat Beton
14,250.00
18,000.00
1,425.00
1,800.00
file:///conversion/tmp/scratch/359386722.xls
99/35
abk 4-14
HARGA BAHAN/UPAH No.
15
16
17
18
19
SNI
KODE
KOEF
A.4.1.1.19
URAIAN PEKERJAAN
SAT.
10
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F Kg
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 134,865.00
MAKSIMUM Rp 137,080.00
13,486.50
13,708.00
Harga Satuan Pekerjaan (D+E)
148,351.50
150,788.00
Jaring Kawat baja/Wire Mesh
285,282.25
313,967.50
3,635.00
4,025.00
A
Tenaga
10%
L.01
0.025
OH
Pekerja
60,000.00
65,000.00
1,500.00
1,625.00
L.02
0.025
OH
Tukang Besi
75,000.00
85,000.00
1,875.00
2,125.00
L.03
0.002
OH
Kepala Tukang
90,000.00
95,000.00
180.00
190.00
L.04
0.001
OH
Mandor
80,000.00
85,000.00
80.00
85.00
B
Bahan
255,712.50
281,400.00
10.20
Kg
Jaring Kawat Baja dilas
25,000.00
27,500.00
255,000.00
280,500.00
0.05
Kg
Kawat Beton
14,250.00
18,000.00
712.50
900.00
C
PERALATAN
D
Jumlah A + B + C
259,347.50
285,425.00
E
Overhead & Profit (contoh 10%)
F A.4.1.1.20
1
m2
25,934.75
28,542.50
Harga Satuan Pekerjaan (D+E)
285,282.25
313,967.50
Memasang Bekisting untuk Pondasi
154,242.00
165,418.00
55,120.00
60,580.00
A
Tenaga
10%
L.01
0.52
OH
Pekerja
60,000.00
65,000.00
31,200.00
33,800.00
L.02
0.26
OH
Tukang Kayu
75,000.00
85,000.00
19,500.00
22,100.00
L.03
0.026
OH
Kepala Tukang
90,000.00
95,000.00
2,340.00
2,470.00
L.04
0.026
OH
Mandor
80,000.00
85,000.00
2,080.00
2,210.00
B
Bahan
85,100.00
89,800.00
0.04
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
80,000.00
84,000.00
0.3
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
4,200.00
4,800.00
0.1
Ltr
Minyak Bekisting
9,000.00
10,000.00
900.00
1,000.00
C
PERALATAN
D
Jumlah A + B + C
140,220.00
150,380.00
E
Overhead & Profit (contoh 10%)
F A.4.1.1.21
1
m2
14,022.00
15,038.00
Harga Satuan Pekerjaan (D+E)
154,242.00
165,418.00
Memasang Bekisting untuk Sloof
165,242.00
176,968.00
55,120.00
60,580.00
A
Tenaga
10%
L.01
0.52
OH
Pekerja
60,000.00
65,000.00
31,200.00
33,800.00
L.02
0.26
OH
Tukang Kayu
75,000.00
85,000.00
19,500.00
22,100.00
L.03
0.026
OH
Kepala Tukang
90,000.00
95,000.00
2,340.00
2,470.00
L.04
0.026
OH
Mandor
80,000.00
85,000.00
2,080.00
2,210.00
B
Bahan
95,100.00
100,300.00
0.045
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
90,000.00
94,500.00
0.3
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
4,200.00
4,800.00
0.1
Ltr
Minyak Bekisting
9,000.00
10,000.00
900.00
1,000.00
C
PERALATAN
D
Jumlah A + B + C
150,220.00
160,880.00
E
Overhead & Profit (contoh 10%)
F A.4.1.1.22
1
m2
15,022.00
16,088.00
Harga Satuan Pekerjaan (D+E)
165,242.00
176,968.00
Memasang Bekisting untuk Kolom
358,171.00
397,969.00
69,960.00
76,890.00
A
Tenaga
10%
L.01
0.66
OH
Pekerja
60,000.00
65,000.00
39,600.00
42,900.00
L.02
0.33
OH
Tukang Kayu
75,000.00
85,000.00
24,750.00
28,050.00
L.03
0.033
OH
Kepala Tukang
90,000.00
95,000.00
2,970.00
3,135.00
L.04
0.033
OH
Mandor
80,000.00
85,000.00
2,640.00
2,805.00
B
Bahan
255,650.00
284,900.00
0.04
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
80,000.00
84,000.00
0.4
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
5,600.00
6,400.00
0.2
Ltr
Minyak Bekisting
9,000.00
10,000.00
1,800.00
2,000.00
0.015
m3
Balok Kayu Klas II
5,500,000.00
5,900,000.00
82,500.00
88,500.00
0.35
Lbr
Plywood tebal 9mm
125,000.00
160,000.00
43,750.00
56,000.00
2
Btg
Dolken Kayu Galam diameter 8 - 10 cm / 4 m
21,000.00
24,000.00
42,000.00
48,000.00
325,610.00
361,790.00
A.4.1.1.23
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
32,561.00
36,179.00
Harga Satuan Pekerjaan (D+E)
358,171.00
397,969.00
Memasang Bekisting untuk Balok
376,321.00
417,439.00
69,960.00
76,890.00
A
Tenaga
10%
L.01
0.66
OH
Pekerja
60,000.00
65,000.00
39,600.00
42,900.00
L.02
0.33
OH
Tukang Kayu
75,000.00
85,000.00
24,750.00
28,050.00
L.03
0.033
OH
Kepala Tukang
90,000.00
95,000.00
2,970.00
3,135.00
L.04
0.033
OH
Mandor
80,000.00
85,000.00
2,640.00
2,805.00
file:///conversion/tmp/scratch/359386722.xls
99/36
abk 4-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
20
21
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
Bahan
23
JUMLAH MINIMUM Rp
MAKSIMUM Rp
272,150.00
302,600.00
2,000,000.00
2,100,000.00
80,000.00
84,000.00
Paku Biasa 2" - 5"
14,000.00
16,000.00
5,600.00
6,400.00
Ltr
Minyak Bekisting
9,000.00
10,000.00
1,800.00
2,000.00
m3
Balok Kayu Klas II
5,500,000.00
5,900,000.00
99,000.00
106,200.00
0.35
Lbr
Plywood tebal 9mm
125,000.00
160,000.00
43,750.00
56,000.00
2
Btg
Dolken Kayu Galam diameter 8 - 10 cm / 4 m
21,000.00
24,000.00
42,000.00
48,000.00
342,110.00
379,490.00
0.04
m3
Kayu Klas III (Terentang)
0.4
Kg
0.2 0.018
A.4.1.1.24
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
34,211.00
37,949.00
Harga Satuan Pekerjaan (D+E)
376,321.00
417,439.00
Memasang Bekisting untuk Lantai
450,571.00
503,569.00
69,960.00
76,890.00
A
Tenaga
10%
L.01
0.66
OH
Pekerja
60,000.00
65,000.00
39,600.00
42,900.00
L.02
0.33
OH
Tukang Kayu
75,000.00
85,000.00
24,750.00
28,050.00
L.03
0.033
OH
Kepala Tukang
90,000.00
95,000.00
2,970.00
3,135.00
L.04
0.033
OH
Mandor
80,000.00
85,000.00
2,640.00
2,805.00
B
Bahan
339,650.00
380,900.00
0.04
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
80,000.00
84,000.00
0.4
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
5,600.00
6,400.00
0.2
Ltr
Minyak Bekisting
9,000.00
10,000.00
1,800.00
2,000.00
0.015
m3
Balok Kayu Klas II (Borneo)
5,500,000.00
5,900,000.00
82,500.00
88,500.00
0.35
Lbr
Plywood tebal 9mm
125,000.00
160,000.00
43,750.00
56,000.00
6
Btg
Dolken Kayu Galam diameter 8 - 10 cm / 4 m
21,000.00
24,000.00
126,000.00
144,000.00
409,610.00
457,790.00
A.4.1.1.25
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
40,961.00
45,779.00
Harga Satuan Pekerjaan (D+E)
450,571.00
503,569.00
Memasang Bekisting untuk Dinding
411,521.00
457,919.00
69,960.00
76,890.00
A
Tenaga
10%
L.01
0.66
OH
Pekerja
60,000.00
65,000.00
39,600.00
42,900.00
L.02
0.33
OH
Tukang Kayu
75,000.00
85,000.00
24,750.00
28,050.00
L.03
0.033
OH
Kepala Tukang
90,000.00
95,000.00
2,970.00
3,135.00
L.04
0.033
OH
Mandor
80,000.00
85,000.00
2,640.00
2,805.00
B
Bahan
304,150.00
339,400.00
0.03
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
60,000.00
63,000.00
0.4
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
5,600.00
6,400.00
0.2
Ltr
Minyak Bekisting
9,000.00
10,000.00
1,800.00
2,000.00
0.02
m3
Balok Kayu Klas II
5,500,000.00
5,900,000.00
110,000.00
118,000.00
0.35
Lbr
Plywood tebal 9mm
125,000.00
160,000.00
43,750.00
56,000.00
3
Btg
Dolken Kayu Galam diameter 8 - 10 cm / 4 m
21,000.00
24,000.00
63,000.00
72,000.00
5,000.00
5,500.00
20,000.00
22,000.00
374,110.00
416,290.00
4 Buah Formite/Penjaga jarak / Spacer (alat bantu)
22
MAKSIMUM Rp
A.4.1.1.26
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
37,411.00
41,629.00
Harga Satuan Pekerjaan (D+E)
411,521.00
457,919.00
Memasang Bekisting untuk Tangga
335,676.00
374,319.00
69,960.00
76,890.00
A
Tenaga
10%
L.01
0.66
OH
Pekerja
60,000.00
65,000.00
39,600.00
42,900.00
L.02
0.33
OH
Tukang Kayu
75,000.00
85,000.00
24,750.00
28,050.00
L.03
0.033
OH
Kepala Tukang
90,000.00
95,000.00
2,970.00
3,135.00
L.04
0.033
OH
Mandor
80,000.00
85,000.00
2,640.00
2,805.00
B
Bahan
235,200.00
263,400.00
0.03
m3
Kayu Klas III (Terentang)
2,000,000.00
2,100,000.00
60,000.00
63,000.00
0.4
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
5,600.00
6,400.00
0.15
Ltr
Minyak Bekisting
9,000.00
10,000.00
1,350.00
1,500.00
0.015
m3
Balok Kayu Klas II
5,500,000.00
5,900,000.00
82,500.00
88,500.00
0.35
Lbr
Plywood tebal 9mm
125,000.00
160,000.00
43,750.00
56,000.00
2
Btg
Dolken Kayu Galam diameter 8 - 10 cm / 4 m
21,000.00
24,000.00
42,000.00
48,000.00
305,160.00
340,290.00
A.4.1.1.27
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
10%
30,516.00
34,029.00
335,676.00
374,319.00
Memasang Jembatan Cor
94,094.00
101,414.50
A
Tenaga
13,840.00
15,155.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.05
OH
Tukang Kayu
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
71,700.00
77,040.00 55,440.00
0.0264
m3
Kayu Terentang
2,000,000.00
2,100,000.00
52,800.00
0.6
kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
8,400.00
9,600.00
0.5
m3
Dolken Kayu Galam diameter 8 - 10 / 4 m
21,000.00
24,000.00
10,500.00
12,000.00
file:///conversion/tmp/scratch/359386722.xls
99/37
abk 4-14
HARGA BAHAN/UPAH No.
24
25
SNI
KODE
KOEF
A.4.1.1.28
URAIAN PEKERJAAN
SAT.
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 85,540.00
MAKSIMUM Rp 92,195.00
8,554.00
9,219.50
Harga Satuan Pekerjaan (D+E)
94,094.00
101,414.50
m'
Membuat Ring Balok Beton Bertulang (11 x 11) cm
68,180.75
79,128.50
A
Tenaga
16,560.00
18,135.00
10%
L.01
0.180
OH
Pekerja
60,000.00
65,000.00
10,800.00
11,700.00
L.02
0.020
OH
Tukang batu
75,000.00
85,000.00
1,500.00
1,700.00
L.02
0.020
OH
Tukang Kayu
75,000.00
85,000.00
1,500.00
1,700.00
L.02
0.020
OH
Tukang Besi
75,000.00
85,000.00
1,500.00
1,700.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.009
OH
Mandor
80,000.00
85,000.00
720.00
765.00
B
Bahan
45,422.50
53,800.00 7,600.00
0.002
m3
Kayu Klas III
2,050,000.00
3,800,000.00
4,100.00
0.01
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
140.00
160.00
3.0
Kg
Besi Beton Polos
8,500.00
9,100.00
25,500.00
27,300.00
0.45
Kg
Kawat Beton
14,250.00
18,000.00
6,412.50
8,100.00
4.0
Kg
Portland Semen
1,050.00
1,100.00
4,200.00
4,400.00
0.006
m3
Pasir Beton
350,000.00
500,000.00
2,100.00
3,000.00
0.009
m3
Kerikil
330,000.00
360,000.00
2,970.00
3,240.00
61,982.50
71,935.00
A.4.1.1.29
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
6,198.25
7,193.50
Harga Satuan Pekerjaan (D+E)
68,180.75
79,128.50
m'
Membuat Ring Balok Beton Bertulang (10 x 15) cm
86,858.75
100,402.50
A
Tenaga
27,345.00
29,945.00
10%
L.01
0.297
OH
Pekerja
60,000.00
65,000.00
17,820.00
19,305.00
L.02
0.033
OH
Tukang batu
75,000.00
85,000.00
2,475.00
2,805.00
L.02
0.033
OH
Tukang Kayu
75,000.00
85,000.00
2,475.00
2,805.00
L.02
0.033
OH
Tukang Besi
75,000.00
85,000.00
2,475.00
2,805.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
51,617.50
61,330.00
0.003
m3
Kayu Klas III
2,050,000.00
3,800,000.00
6,150.00
11,400.00
0.02
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
280.00
320.00
3.6
Kg
Besi Beton Polos
8,500.00
9,100.00
30,600.00
32,760.00
0.05
Kg
Kawat Beton
14,250.00
18,000.00
712.50
900.00
5.5
Kg
Portland Semen
1,050.00
1,100.00
5,775.00
6,050.00
0.009
m3
Pasir Beton
350,000.00
500,000.00
3,150.00
4,500.00
0.015
m3
Kerikil
330,000.00
360,000.00
4,950.00
5,400.00
78,962.50
91,275.00
file:///conversion/tmp/scratch/359386722.xls
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/38
7,896.25
9,127.50
86,858.75
100,402.50
abk 4-14
HARGA BAHAN/UPAH No. V
SNI
KODE
KOEF
A.4.2.1 1
A.4.2.1.1
1
5
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
Kg
25,580.50
26,999.50
8,880.00
9,825.00
Pemasangan Besi Profil
A
Tenaga
0.06
OH
Pekerja
60,000.00
65,000.00
3,600.00
3,900.00
L.02
0.06
OH
Tukang Besi
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
14,375.00
14,720.00
Kg
Besi Profil
14,375.00
14,720.00
C
PERALATAN
D
Jumlah A + B + C
23,255.00
24,545.00
E
Overhead & Profit (contoh 10%)
F
A.4.2.1.2
1
Kg
12,500.00
12,800.00
2,325.50
2,454.50
Harga Satuan Pekerjaan (D+E)
25,580.50
26,999.50
Pemasangan Rangka Kuda-kuda Baja IWF
17,990.50
19,283.00
8,880.00
9,825.00
A
Tenaga
10%
L.01
0.06
OH
Pekerja
60,000.00
65,000.00
3,600.00
3,900.00
L.02
0.06
OH
Tukang Besi
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
7,475.00
7,705.00
kg
Besi Baja IWF
7,475.00
7,705.00
C
PERALATAN
D
Jumlah A + B + C
16,355.00
17,530.00
E
Overhead & Profit (contoh 10%)
F
A.4.2.1.3
100
6,500.00
6,700.00
1,635.50
1,753.00
Harga Satuan Pekerjaan (D+E)
17,990.50
19,283.00
kg
Pengerjaan Pekerjaan Perakitan (Kuda-kuda Baja)
93,214.00
109,142.00
A
Tenaga
13,990.00
15,520.00
10%
L.01
0.100
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.100
OH
Tukang Besi
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.001
OH
Kepala Tukang
90,000.00
95,000.00
90.00
95.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
10,750.00
11,700.00
7,000.00
7,200.00
7,000.00
7,200.00
37,500.00
45,000.00
3,750.00
4,500.00
60,000
72,000
B
Bahan
1
ltr
Solar
0.1
ltr
Minyak Pelumas
C
PERALATAN
0.800
4
MAKSIMUM
L.01
1.15
3
JUMLAH
MINIMUM
HARGA SATUAN PEKERJAAN BESI & ALLUMUNIUM
1.15
2
URAIAN PEKERJAAN
SAT.
A.4.2.1.4
jam
Sewa Alat
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
75,000
90,000
10%
Pembuatan Pintu Besi Plat Baja tebal 2 mm rangkap, rangka baja Siku
60,000
72,000
84,740.00
99,220.00
8,474.00
9,922.00
93,214.00
109,142.00
714,131.00
753,934.50
1
m2 A
Tenaga
155,360.00
171,895.00
L.01
1.05
OH
Pekerja
60,000.00
65,000.00
63,000.00
68,250.00
L.02
1.05
OH
Tukang Besi
75,000.00
85,000.00
78,750.00
89,250.00
L.03
0.105
OH
Kepala Tukang
90,000.00
95,000.00
9,450.00
9,975.00
L.04
0.052
OH
Mandor
80,000.00
85,000.00
4,160.00
4,420.00
B
Bahan
493,850.00
513,500.00
15
Kg
Besi Siku L.30.30.3
6,500.00
6,700.00
97,500.00
100,500.00
32.8
Kg
Besi Plat Baja
12,000.00
12,500.00
393,600.00
410,000.00
0.05
Kg
Kawat Las
55,000.00
60,000.00
2,750.00
3,000.00
C
PERALATAN
D
Jumlah A + B + C
649,210.00
685,395.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.2.1.5
10
cm
10%
Pengerjaan Pengelasan dengan Las Listrik
A
Tenaga
64,921.00
68,539.50
714,131.00
753,934.50
21,505.00
25,031.60
4,240.00
4,660.00
L.01
0.04
OH
Pekerja
60,000.00
65,000.00
2,400.00
2,600.00
L.02
0.02
OH
Tukang Besi
75,000.00
85,000.00
1,500.00
1,700.00
L.03
0.002
OH
Kepala Tukang
90,000.00
95,000.00
180.00
190.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
2,560.00
2,796.00
0.04
kg
Kawat Las
0.03
ltr
Solar
0.004
ltr
Minyak Pelumas
file:///conversion/tmp/scratch/359386722.xls
99/39
55,000.00
60,000.00
2,200.00
2,400.00
7,000.00
7,200.00
210.00
216.00
37,500.00
45,000.00
150.00
180.00 abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
C 0.170
6
7
A.4.2.1.6
1
MAKSIMUM
Rp
Rp
Rp
Rp
12,750
Sewa Alat Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
75,000
90,000
10%
Pembuatan Rangka Jendela Besi Scuare Tube
A
Tenaga
15,300
12,750
15,300
19,550.00
22,756.00
1,955.00
2,275.60
21,505.00
25,031.60
194,189.60
220,929.72
96,160.00
106,395.00
OH
Pekerja
60,000.00
65,000.00
39,000.00
42,250.00
L.02
0.65
OH
Tukang Las Biasa
75,000.00
85,000.00
48,750.00
55,250.00
L.03
0.065
OH
Kepala Tukang
90,000.00
95,000.00
5,850.00
6,175.00
L.04
0.032
OH
Mandor
80,000.00
85,000.00
2,560.00
2,720.00
B
Bahan
80,376.00
94,450.20
4.760
m'
Besi Scuare tube
5,000.00
6,000.00
23,800.00
28,560.00
4.522
m'
Besi List Kaca 1 x 1 cm
3,000.00
3,500.00
13,566.00
15,827.00
20.000
cm
Pengelasan
2,150.50
2,503.16
43,010.00
50,063.20
176,536.00
200,845.20
A.4.2.1.7
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
17,653.60
20,084.52
Harga Satuan Pekerjaan (D+E)
194,189.60
220,929.72
10%
Pemasangan Pintu Rolling Door Besi
520,608.00
568,601.00
A
Tenaga
173,280.00
191,910.00
L.01
1.2
OH
Pekerja
60,000.00
65,000.00
72,000.00
78,000.00
L.02
1.2
OH
Tukang Besi
75,000.00
85,000.00
90,000.00
102,000.00
L.03
0.12
OH
Kepala Tukang
90,000.00
95,000.00
10,800.00
11,400.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
300,000.00
325,000.00
300,000.00
325,000.00
473,280.00
516,910.00
A.4.2.1.8
1
m2
Pintu Gulung Besi
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
300,000.00
325,000.00
47,328.00
51,691.00
Harga Satuan Pekerjaan (D+E)
520,608.00
568,601.00
Pemasangan Pintu Lipat (Folding Door)
489,632.00
546,755.00
65,120.00
72,050.00
A
Tenaga
10%
L.01
0.44
OH
Pekerja
60,000.00
65,000.00
26,400.00
28,600.00
L.02
0.44
OH
Tukang Besi
75,000.00
85,000.00
33,000.00
37,400.00
L.03
0.044
OH
Kepala Tukang
90,000.00
95,000.00
3,960.00
4,180.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
380,000.00
425,000.00
380,000.00
425,000.00
445,120.00
497,050.00
A.4.2.1.9
1
m2
Pintu Lipat
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
380,000.00
425,000.00
44,512.00
49,705.00
Harga Satuan Pekerjaan (D+E)
489,632.00
546,755.00
Pemasangan Sunscreen Allumunium
420,552.00
474,254.00
72,320.00
81,140.00
A
Tenaga
10%
L.01
0.08
OH
Pekerja
60,000.00
65,000.00
4,800.00
5,200.00
L.02
0.8
OH
Tukang Besi
75,000.00
85,000.00
60,000.00
68,000.00
L.03
0.08
OH
Kepala Tukang
90,000.00
95,000.00
7,200.00
7,600.00
L.04
0.004
OH
Mandor
80,000.00
85,000.00
320.00
340.00
B
Bahan
310,000.00
350,000.00
310,000.00
350,000.00
382,320.00
431,140.00
1
10
MINIMUM
PERALATAN
D
m2
MAKSIMUM
0.65
1
9
jam
JUMLAH
MINIMUM
L.01
1
8
URAIAN PEKERJAAN
SAT.
A.4.2.1.10
1
m2
Sunscreen Allumunium
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
310,000.00
350,000.00
38,232.00
43,114.00
Harga Satuan Pekerjaan (D+E)
420,552.00
474,254.00
10%
Pemasangan Rolling Door Allumunium
415,800.00
482,625.00
A
Tenaga
148,000.00
163,750.00
L.01
1
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
1
OH
Tukang Besi
75,000.00
85,000.00
75,000.00
85,000.00
L.03
0.1
OH
Kepala Tukang
90,000.00
95,000.00
9,000.00
9,500.00
L.04
0.05
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
file:///conversion/tmp/scratch/359386722.xls
99/40
abk 5-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B 1
11
A.4.2.1.11
URAIAN PEKERJAAN
SAT.
1
m2
Rolling Allumunium PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
Rp
F
275,000.00
MAKSIMUM Rp
230,000.00
275,000.00
230,000.00
275,000.00
378,000.00
438,750.00
37,800.00
43,875.00
Harga Satuan Pekerjaan (D+E)
415,800.00
482,625.00
m'
Pemasangan Kusen Pintu Allumunium
108,746.00
116,310.70
A
Tenaga
6,360.00
7,037.00
0.043
OH
Pekerja
60,000.00
65,000.00
2,580.00
2,795.00
L.02
0.043
OH
Tukang Besi
75,000.00
85,000.00
3,225.00
3,655.00
L.03
0.0043
OH
Kepala Tukang
90,000.00
95,000.00
387.00
408.50
L.04
0.0021
OH
Mandor
80,000.00
85,000.00
168.00
178.50
B
Bahan
92,500.00
98,700.00
m'
Profil Allumunium
A.4.2.1.12
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
80,000.00
85,000.00
88,000.00
93,500.00
750.00
800.00
1,500.00
1,600.00
50,000.00
60,000.00
3,000.00
3,600.00
98,860.00
105,737.00
9,886.00
10,573.70
Harga Satuan Pekerjaan (D+E)
108,746.00
116,310.70
Pemasangan Pintu Allumunium Strip Lebar 8 cm
473,303.60
507,005.95
12,576.00
13,914.50
A
Tenaga
10%
L.01
0.085
OH
Pekerja
60,000.00
65,000.00
5,100.00
5,525.00
L.02
0.085
OH
Tukang Besi
75,000.00
85,000.00
6,375.00
7,225.00
L.03
0.0085
OH
Kepala Tukang
90,000.00
95,000.00
765.00
807.50
L.04
0.0042
OH
Mandor
80,000.00
85,000.00
336.00
357.00
B
Bahan
417,700.00
447,000.00
4.4
m'
Profil Allumunium
80,000.00
85,000.00
352,000.00
374,000.00
14.6
m'
Allumunium Strip
4,500.00
5,000.00
65,700.00
73,000.00
C
PERALATAN
D
Jumlah A + B + C
430,276.00
460,914.50
E
Overhead & Profit (contoh 10%)
F A.4.2.1.13
1
m2
43,027.60
46,091.45
Harga Satuan Pekerjaan (D+E)
473,303.60
507,005.95
Pemasangan Pintu Kaca Rangka Allumunium
440,753.50
474,353.00
12,685.00
14,030.00
A
Tenaga
10%
L.01
0.085
OH
Pekerja
60,000.00
65,000.00
5,100.00
5,525.00
L.02
0.085
OH
Tukang Besi
75,000.00
85,000.00
6,375.00
7,225.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
388,000.00
417,200.00
4.4
m'
Pintu Allumunium
4.5
m'
Profil Kaca
0.27 tube Sealant
A.4.2.1.14
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
80,000.00
85,000.00
352,000.00
374,000.00
5,000.00
6,000.00
22,500.00
27,000.00
50,000.00
60,000.00
13,500.00
16,200.00
400,685.00
431,230.00
40,068.50
43,123.00
Harga Satuan Pekerjaan (D+E)
440,753.50
474,353.00
Pemasangan Venetions Blinds & Vertical Blinds
161,524.00
173,090.50
51,840.00
57,355.00
A
Tenaga
10%
L.01
0.35
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.35
OH
Tukang Besi
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
95,000.00
100,000.00
95,000.00
100,000.00
146,840.00
157,355.00
1
15
Rp
10%
0.06 Tube Sealant
14
Rp
230,000.00
2 buah Skrup Fixer
13
MINIMUM
L.01
1.1
12
MAKSIMUM
Bahan
C
JUMLAH
MINIMUM
A.4.2.1.15
1
m2
Venetions Blinds atau Vertical Blinds (tirai)
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
95,000.00
100,000.00
14,684.00
15,735.50
Harga Satuan Pekerjaan (D+E)
161,524.00
173,090.50
10%
Pemasangan Teralis Besi Strip (2x3) cm
417,427.49
460,259.88
A
Tenaga
247,120.00
273,420.00
L.01
1.67
OH
Pekerja
60,000.00
65,000.00
100,200.00
108,550.00
L.02
1.67
OH
Tukang Las
75,000.00
85,000.00
125,250.00
141,950.00
L.03
0.167
OH
Kepala Tukang
90,000.00
95,000.00
15,030.00
15,865.00
L.04
0.083
OH
Mandor
80,000.00
85,000.00
6,640.00
7,055.00
file:///conversion/tmp/scratch/359386722.xls
99/41
abk 5-14
HARGA BAHAN/UPAH No.
16
17
SNI
KODE
KOEF
B
Bahan
6.177
kg
Besi Strip
27.08
cm
Pengelasan
A.4.2.1.16
1
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
MAKSIMUM
MINIMUM
Rp
Rp
Rp
MAKSIMUM Rp
132,359.54
144,998.07
12,000.00
12,500.00
74,124.00
77,212.50
2,150.50
2,503.16
58,235.54
67,785.57
379,479.54
418,418.07
10%
37,947.95
41,841.81
417,427.49
460,259.88
Pemasangan Kawat Nyamuk
77,312.46
93,978.62
A
Tenaga
14,800.00
16,375.00
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.1
OH
Tukang
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
55,484.06
69,060.11 19,800.00
1.1
m2
Kawat Nyamuk nylon
11.11
cm
Pengelasan
1.716
kg
Baja Strip (0,2x2) cm
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.2.1.17
1
m2
10,000.00
18,000.00
11,000.00
2,150.50
2,503.16
23,892.06
27,810.11
12,000.00
12,500.00
20,592.00
21,450.00
70,284.06
85,435.11
10%
Pemasangan Jendela Nako & Tralis
A
Tenaga
7,028.41
8,543.51
77,312.46
93,978.62
101,178.00
110,753.50
28,880.00
31,985.00
L.01
0.2
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.2
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.001
OH
Mandor
80,000.00
85,000.00
80.00
85.00
B
Bahan
63,100.00
68,700.00 24,200.00
10 7
19
C
JUMLAH
MINIMUM
L.01
1.1
18
URAIAN PEKERJAAN
SAT.
m2
Jendela Nako
buah Paku Skrup 1 - 2,5 cm m'
Besi Strip
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
L.01
0.20
L.02
0.4
L.03 L.04
21,000.00
22,000.00
23,100.00
500.00
600.00
5,000.00
6,000.00
5,000.00
5,500.00
35,000.00
38,500.00
91,980.00
100,685.00
9,198.00
10,068.50
Harga Satuan Pekerjaan (D+E)
101,178.00
110,753.50
m'
Pemasangan Talang Datar / Jurai , Seng BJLS 28 Lebar 90 cm
175,516.00
202,939.00
A
Tenaga
45,050.00
50,225.00
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
OH
Tukang Kayu
75,000.00
85,000.00
30,000.00
34,000.00
0.025
OH
Kepala Tukang
90,000.00
95,000.00
2,250.00
2,375.00
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
B
Bahan
114,510.00
134,265.00 25,725.00
A.4.2.1.18
10%
1.05
Lbr
Seng Plaat
22,000.00
24,500.00
23,100.00
0.015
Kg
Paku Biasa 1 - 2,5 cm
14,000.00
16,000.00
210.00
240.00
0.019
m3
Kayu Papan Klas II atau III
4,800,000.00
5,700,000.00
91,200.00
108,300.00
159,560.00
184,490.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m'
Pemasangan Talang 1/2 Lingkaran Ø 15 cm, Seng Plaat BJLS 30 Lebar 45 cm
A
Tenaga
L.01
0.20
OH
Pekerja
60,000.00
65,000.00
L.02
0.20
OH
Tukang Kayu
75,000.00
L.03
0.02
OH
Kepala Tukang
L.04
0.001
OH
Mandor
B
Bahan
A.4.2.1.19
15,956.00
18,449.00
175,516.00
202,939.00
63,932.00
70,532.00
28,880.00
31,985.00
12,000.00
13,000.00
85,000.00
15,000.00
17,000.00
90,000.00
95,000.00
1,800.00
1,900.00
80,000.00
85,000.00
80.00
85.00
29,240.00
32,135.00 25,725.00
10%
1.05
Lbr
Seng Plaat
22,000.00
24,500.00
23,100.00
0.01
Kg
Paku Biasa 1 - 2,5 cm
14,000.00
16,000.00
140.00
160.00
0.5
Kg
Besi strip
12,000.00
12,500.00
6,000.00
6,250.00
C
PERALATAN
D
Jumlah A + B + C
58,120.00
64,120.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
file:///conversion/tmp/scratch/359386722.xls
10%
99/42
5,812.00
6,412.00
63,932.00
70,532.00
abk 5-14
HARGA BAHAN/UPAH No.
20
SNI
KODE
KOEF
A.4.2.1.20
URAIAN PEKERJAAN
SAT.
JUMLAH
MINIMUM
MAKSIMUM
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
Pemasangan Rangka Besi Hollow 1 x 40.40.2mm; Modul 60x120 cm dinding partisi
1
m2
102,344.00
110,528.00
A
Tenaga
L.01
0.250
OH
Pekerja
60,000.00
65,000.00
37,040.00
40,980.00
15,000.00
L.02
0.250
OH
Tukang Besi
75,000.00
16,250.00
85,000.00
18,750.00
L.03
0.025
OH
Kepala Tukang
21,250.00
90,000.00
95,000.00
2,250.00
L.04
0.013
OH
Mandor
2,375.00
80,000.00
85,000.00
1,040.00
B
Bahan
1,105.00
56,000.00
59,500.00
3.50
m'
Rangka metal hollow 40.40.2 mm
1.00
**)
Assesoris (perkuatan; las dll)
8,000.00
8,500.00
28,000.00
29,750.00
28,000.00
29,750.00
28,000.00
29,750.00
93,040.00
100,480.00
**) 100% x rangka
21
A.4.2.1.21
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
9,304.00
10,048.00
Harga Satuan Pekerjaan (D+E)
102,344.00
110,528.00
Pemasangan Rangka Besi Hollow 1 x 40.40.2mm; Modul 60x60 cm dinding plafond
127,424.00
137,890.50
10%
1
m2 A
Tenaga
51,840.00
57,355.00
L.01
0.350
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.350
OH
Tukang Besi
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
64,000.00
68,000.00
4.00
m'
Rangka metal hollow 40.40.2 mm
1.00
**)
Assesoris (perkuatan; las dll)
8,000.00
8,500.00
32,000.00
34,000.00
32,000.00
34,000.00
32,000.00
34,000.00
115,840.00
125,355.00
**) 100% x rangka
22
A.4.2.1.22
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
11,584.00
12,535.50
Harga Satuan Pekerjaan (D+E)
127,424.00
137,890.50
Pemasangan Atap Pelana Rangka Atap Baja Canal C dingin Profil C75
174,268.88
188,299.76
10%
1
m2 A
Tenaga
108,620.00
120,180.00
L.01
0.734
OH
Pekerja
60,000.00
65,000.00
44,040.00
47,710.00
L.02
0.734
OH
Tukang Besi
75,000.00
85,000.00
55,050.00
62,390.00
L.03
0.073
OH
Kepala Tukang
90,000.00
95,000.00
6,570.00
6,935.00
L.04
0.037
OH
Mandor
80,000.00
85,000.00
2,960.00
3,145.00
B
Bahan
45,975.00
47,078.40
kg
Baja Ringan Canal Dingin C75
38,312.50
39,232.00
C
PERALATAN
3,831.25
3,923.20
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
15,842.63
17,118.16
F
Harga Satuan Pekerjaan (D+E)
174,268.88
188,299.76
Pemasangan Atap Jurai Rangka Atap Baja Canal Dingin Profil C75
196,181.15
211,092.20
3.065
10
23
C
A.4.2.1.23
12,500.00
*) harga bahan
38,312.50
12,800.00
39,232.00
10%
3,831.25
3,923.20
158,426.25
171,181.60
1
m2 A
Tenaga
112,534.00
124,510.00
L.01
0.7604
OH
Pekerja
60,000.00
65,000.00
45,624.00
49,426.00
L.02
0.7604
OH
Tukang Besi
75,000.00
85,000.00
57,030.00
64,634.00
L.03
0.0760
OH
Kepala Tukang
90,000.00
95,000.00
6,840.00
7,220.00
L.04
0.0380
OH
Mandor
80,000.00
85,000.00
3,040.00
3,230.00
B
Bahan
60,750.00
62,208.00
kg
Baja Ringan Canal Dingin C75
50,625.00
51,840.00
C
PERALATAN
5,062.50
5,184.00
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
4.05
10
file:///conversion/tmp/scratch/359386722.xls
12,500.00
*) harga bahan
50,625.00
10%
99/43
12,800.00
51,840.00
5,062.50
5,184.00
178,346.50
191,902.00
17,834.65
19,190.20
196,181.15
211,092.20
abk 5-14
HARGA BAHAN/UPAH No.
SNI
VI
A.4.4.1 1
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN PASANGAN DINDING
A.4.4.1.1
Pemasangan Dinding Bata Merah ukuran (5x11x22) cm Tebal 1 bata Camp. 1SP: 2PP
1
m2 A
Tenaga
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
L.03
0.02
OH
Kepala Tukang Batu
L.04
0.03
OH
Mandor
B
Bahan
140
Buah
43.5
Kg
Bata Merah Portland Semen (PC)
0.08
m3
Pasir Pasang (PP)
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
231,522.50
254,870.00
55,200.00
60,450.00
36,000.00
39,000.00
85,000.00
15,000.00
17,000.00
90,000.00
95,000.00
1,800.00
1,900.00
80,000.00
85,000.00
2,400.00
2,550.00
155,275.00
171,250.00
600.00
670.00
84,000.00
93,800.00
1,050.00
1,100.00
45,675.00
47,850.00
320,000.00
370,000.00
25,600.00
29,600.00
210,475.00
231,700.00
10%
21,047.50
23,170.00
231,522.50
254,870.00
223,209.25
246,581.50
Overhead & Profit (contoh 10%) 2
A.4.4.1.2
m2 A
Tenaga
55,200.00
60,450.00
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
36,000.00
39,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang Batu
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
147,717.50
163,715.00
140
3
A.4.4.1.3
Buah
Bata Merah
32.95
Kg
Portland Semen (PC)
0.091
m3
Pasir Pasang (PP)
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
600.00
670.00
84,000.00
93,800.00
1,050.00
1,100.00
34,597.50
36,245.00
320,000.00
370,000.00
29,120.00
33,670.00
202,917.50
224,165.00
20,291.75
22,416.50
Harga Satuan Pekerjaan (D+E)
223,209.25
246,581.50
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 4PP
216,521.25
239,651.50
55,200.00
60,450.00
A
Tenaga
10%
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
36,000.00
39,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang Batu
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
141,637.50
157,415.00
140
4
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 3PP
1
A.4.4.1.4
Buah
Bata Merah
26.55
Kg
Portland Semen (PC)
0.093
m3
Pasir Pasang (PP)
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
600.00
670.00
84,000.00
93,800.00
1,050.00
1,100.00
27,877.50
29,205.00
320,000.00
370,000.00
29,760.00
34,410.00
196,837.50
217,865.00
19,683.75
21,786.50
Harga Satuan Pekerjaan (D+E)
216,521.25
239,651.50
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 5PP
214,665.00
238,051.00
10%
1
m2 A
Tenaga
55,200.00
60,450.00
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
36,000.00
39,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang Batu
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
139,950.00
155,960.00
file:///conversion/tmp/scratch/359386722.xls
140
Buah
22.2
Kg
Bata Merah Portland Semen (PC)
0.102
m3
Pasir Pasang (PP)
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/44
600.00
670.00
84,000.00
93,800.00
1,050.00
1,100.00
23,310.00
24,420.00
320,000.00
370,000.00
32,640.00
37,740.00
195,150.00
216,410.00
19,515.00
21,641.00
214,665.00
238,051.00 abk 6-14
HARGA BAHAN/UPAH No.
5
6
SNI
KODE
KOEF
A.4.4.1.5
MAKSIMUM Rp
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 6PP
m2 A
Tenaga
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
L.03
0.02
OH
Kepala Tukang Batu
L.04
0.03
OH
Mandor
B
Bahan
A.4.4.1.6
140
Buah
18.5
Kg
Portland Semen (PC)
0.122
m3
Pasir Pasang (PP)
Bata Merah
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
JUMLAH MINIMUM Rp
MAKSIMUM Rp
217,431.50
241,714.00
55,200.00
60,450.00
36,000.00
39,000.00
85,000.00
15,000.00
17,000.00
90,000.00
95,000.00
1,800.00
1,900.00
80,000.00
85,000.00
2,400.00
2,550.00
142,465.00
159,290.00
600.00
670.00
84,000.00
93,800.00
1,050.00
1,100.00
19,425.00
20,350.00
320,000.00
370,000.00
39,040.00
45,140.00
197,665.00
219,740.00
19,766.50
21,974.00
Harga Satuan Pekerjaan (D+E)
217,431.50
241,714.00
Pemasangan Dinding Bata Merah Ukuran (5x11x22) cm Tebal 1 Bata Camp. 1SP : 3 KP :10PP
206,699.90
230,106.80
10%
1
m2 A
Tenaga
55,200.00
60,450.00
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
36,000.00
39,000.00
L.02
0.2
OH
Tukang Batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang Batu
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
132,709.00
148,738.00 93,800.00
A.4.4.1.7
Buah
Bata Merah
600.00
670.00
84,000.00
1,050.00
1,100.00
10,584.00
11,088.00
Pasir Pasang (PP)
320,000.00
370,000.00
29,600.00
34,225.00
Kapur Pasang (KP)
310,000.00
350,000.00
8,525.00
9,625.00
187,909.00
209,188.00
10.08
Kg
Portland Semen (PC)
0.0925
m3
0.0275
m3 C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
18,790.90
20,918.80
Harga Satuan Pekerjaan (D+E)
206,699.90
230,106.80
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 2PP
111,823.25
123,233.00
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
74,057.50
81,805.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
19,897.50
20,845.00
320,000.00
370,000.00
12,160.00
14,060.00
101,657.50
112,030.00
70
8
MINIMUM Rp
1
140
7
URAIAN PEKERJAAN
SAT.
A.4.4.1.8
Buah
Bata Merah 5 x 11 x 22
18.95
Kg
Portland Semen
0.038
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
10,165.75
11,203.00
Harga Satuan Pekerjaan (D+E)
111,823.25
123,233.00
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 3PP
107,237.35
118,505.20
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
69,888.50
77,507.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
15,088.50
15,807.00
320,000.00
370,000.00
12,800.00
14,800.00
70
file:///conversion/tmp/scratch/359386722.xls
Buah
Bata Merah 5 x 11 x 22
14.37
Kg
Portland Semen
0.04
m3
Pasir Pasang
99/45
abk 6-14
HARGA BAHAN/UPAH No.
9
SNI
KODE
KOEF
A.4.4.1.9
URAIAN PEKERJAAN
SAT. C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 97,488.50
MAKSIMUM Rp 107,732.00
9,748.85
10,773.20
Harga Satuan Pekerjaan (D+E)
107,237.35
118,505.20
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 4PP
104,978.50
116,253.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
67,835.00
75,460.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
12,075.00
12,650.00
320,000.00
370,000.00
13,760.00
15,910.00
95,435.00
105,685.00
70
10 A.4.4.1.10
Buah
Bata Merah 5 x 11 x 22
11.50
Kg
Portland Semen
0.043
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
9,543.50
10,568.50
Harga Satuan Pekerjaan (D+E)
104,978.50
116,253.50
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 5PP
103,580.40
114,865.30
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
66,564.00
74,198.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
10,164.00
10,648.00
320,000.00
370,000.00
14,400.00
16,650.00
94,164.00
104,423.00
70
11 A.4.4.1.11
Buah
Bata Merah 5 x 11 x 22
9.68
Kg
Portland Semen
0.045
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
9,416.40
10,442.30
Harga Satuan Pekerjaan (D+E)
103,580.40
114,865.30
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 6PP
103,417.60
114,847.70
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
66,416.00
74,182.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
8,736.00
9,152.00
320,000.00
370,000.00
15,680.00
18,130.00
94,016.00
104,407.00
70
12 A.4.4.1.12
Buah
Bata Merah 5 x 11 x 22
8.32
Kg
Portland Semen
0.049
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
9,401.60
10,440.70
Harga Satuan Pekerjaan (D+E)
103,417.60
114,847.70
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 8PP
101,667.50
113,052.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
64,825.00
72,550.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
6,825.00
7,150.00
320,000.00
370,000.00
16,000.00
18,500.00
70
file:///conversion/tmp/scratch/359386722.xls
Buah
Bata Merah 5 x 11 x 22
6.50
Kg
Portland Semen
0.05
m3
Pasir Pasang 99/46
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
13 A.4.4.1.13
URAIAN PEKERJAAN
SAT. C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 92,425.00
MAKSIMUM Rp 102,775.00
9,242.50
10,277.50
Harga Satuan Pekerjaan (D+E)
101,667.50
113,052.50
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 3KP : 10PP
104,472.50
116,407.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
67,375.00
75,600.00
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
4,725.00
4,950.00
14 A.4.4.1.14
70
Buah
Bata Merah 5 x 11 x 22
4.5
Kg
Portland Semen
0.05
m3
Pasir Pasang
320,000.00
370,000.00
16,000.00
18,500.00
0.015
m3
Kapur Padam
310,000.00
350,000.00
4,650.00
5,250.00
C
PERALATAN
D
Jumlah A + B + C
94,975.00
105,825.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SP : 1KP : 1PP
9,497.50
10,582.50
104,472.50
116,407.50
92,499.00
102,756.50
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
56,490.00
63,190.00
600.00
670.00
42,000.00
46,900.00
70
15 A.4.4.1.15
Buah
Bata Merah 5 x 11 x 22
0.018
m3
Semen Merah
175,000.00
185,000.00
3,150.00
3,330.00
0.018
m3
Pasir Pasang
320,000.00
370,000.00
5,760.00
6,660.00
0.018
m3
Kapur Padam
310,000.00
350,000.00
5,580.00
6,300.00
C
PERALATAN
D
Jumlah A + B + C
84,090.00
93,415.00
E
Overhead & Profit (contoh 10%)
F
8,409.00
9,341.50
Harga Satuan Pekerjaan (D+E)
92,499.00
102,756.50
Pemasangan Dinding Bata Merah Ukuran (5x11x22)cm Tebal 1/2 Bata Camp. 1SM : 1KP : 2PP
93,885.00
104,472.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
57,750.00
64,750.00
600.00
670.00
42,000.00
46,900.00
70
16 A.4.4.1.16
Buah
Bata Merah 5 x 11 x 22
0.014
m3
Semen Merah
175,000.00
185,000.00
2,450.00
2,590.00
0.028
m3
Pasir Pasang
320,000.00
370,000.00
8,960.00
10,360.00
0.014
m3
Kapur Padam
310,000.00
350,000.00
4,340.00
4,900.00
C
PERALATAN
D
Jumlah A + B + C
85,350.00
94,975.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
10%
Pemasangan Dinding HB/CB 20, speci camp. 1SP : 3PP
A
Tenaga
8,535.00
9,497.50
93,885.00
104,472.50
387,437.60
436,524.00
35,040.00
38,455.00
L.01
0.350
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.150
OH
Tukang Batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
file:///conversion/tmp/scratch/359386722.xls
99/47
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
B
Bahan
317,176.00
358,385.00
12.500
buah
Batako
4,000.00
4,250.00
50,000.00
53,125.00
30.320
kg
PC
1,050.00
1,100.00
31,836.00
33,352.00
0.728
m3
Pasir Pasang
320,000.00
370,000.00
232,960.00
269,360.00
0.280
kg
Besi Angkur Ø 8 mm
8,500.00
9,100.00
2,380.00
2,548.00
C
PERALATAN
D
Jumlah A + B + C
352,216.00
396,840.00
E
Overhead & Profit (contoh 10%)
F
17 A.4.4.1.17
1
m2
35,221.60
39,684.00
Harga Satuan Pekerjaan (D+E)
387,437.60
436,524.00
Pemasangan Dinding HB/CB 20, speci camp. 1SP : 4PP
395,926.30
447,099.40
35,040.00
38,455.00
A
Tenaga
10%
L.01
0.350
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.150
OH
Tukang Batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
324,893.00
367,999.00
12.500
buah
Batako
4,000.00
4,250.00
50,000.00
53,125.00
24.260
kg
PC
1,050.00
1,100.00
25,473.00
26,686.00
0.772
m3
Pasir Pasang
320,000.00
370,000.00
247,040.00
285,640.00
0.280
kg
Besi Angkur Ø 8 mm
8,500.00
9,100.00
2,380.00
2,548.00
C
PERALATAN
D
Jumlah A + B + C
359,933.00
406,454.00
E
Overhead & Profit (contoh 10%)
F
18 A.4.4.1.18
1
m2
35,993.30
40,645.40
Harga Satuan Pekerjaan (D+E)
395,926.30
447,099.40
Pemasangan Dinding HB/CB 15, speci camp. 1SP : 3PP
304,223.70
341,893.20
30,560.00
33,500.00
A
Tenaga
10%
L.01
0.320
OH
Pekerja
60,000.00
65,000.00
19,200.00
20,800.00
L.02
0.120
OH
Tukang Batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.016
OH
Mandor
80,000.00
85,000.00
1,280.00
1,360.00
B
Bahan
246,007.00
277,312.00
12.500
buah
Batako
3,500.00
3,700.00
43,750.00
46,250.00
22.740
kg
PC
1,050.00
1,100.00
23,877.00
25,014.00
0.550
m3
Pasir Pasang
320,000.00
370,000.00
176,000.00
203,500.00
0.280
kg
Besi Angkur Ø 8 mm
8,500.00
9,100.00
2,380.00
2,548.00
C
PERALATAN
D
Jumlah A + B + C
276,567.00
310,812.00
E
Overhead & Profit (contoh 10%)
F 19 A.4.4.1.19
1
m2
27,656.70
31,081.20
Harga Satuan Pekerjaan (D+E)
304,223.70
341,893.20
Pemasangan Dinding HB/CB 15, speci camp. 1SP : 4PP
310,244.00
349,423.80
30,560.00
33,500.00
A
Tenaga
10%
L.01
0.320
OH
Pekerja
60,000.00
65,000.00
19,200.00
20,800.00
L.02
0.120
OH
Tukang Batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.016
OH
Mandor
80,000.00
85,000.00
1,280.00
1,360.00
B
Bahan
251,480.00
284,158.00
12.500
buah
Batako
3,500.00
3,700.00
43,750.00
46,250.00
18.200
kg
PC
1,050.00
1,100.00
19,110.00
20,020.00
0.582
m3
Pasir Pasang
320,000.00
370,000.00
186,240.00
215,340.00
0.280
kg
Besi Angkur Ø 8 mm
8,500.00
9,100.00
2,380.00
2,548.00
C
PERALATAN
D
Jumlah A + B + C
282,040.00
317,658.00
E
Overhead & Profit (contoh 10%)
F 20 A.4.4.1.20
1
m2
28,204.00
31,765.80
Harga Satuan Pekerjaan (D+E)
310,244.00
349,423.80
Pemasangan Dinding HB/CB 10, speci camp. 1SP : 3PP
219,865.80
257,541.90
27,600.00
30,225.00
A
Tenaga
10%
L.01
0.300
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.100
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
file:///conversion/tmp/scratch/359386722.xls
99/48
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT. B
Bahan
12.500
buah
Batako
15.160
kg
PC
0.364
m3
Pasir Pasang
0.280
kg
Besi Angkur Ø 8 mm
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
21 A.4.4.1.21
1
m2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
172,278.00
203,904.00
3,000.00
4,000.00
37,500.00
50,000.00
1,050.00
1,100.00
15,918.00
16,676.00
320,000.00
370,000.00
116,480.00
134,680.00
8,500.00
9,100.00
2,380.00
2,548.00
199,878.00
234,129.00
19,987.80
23,412.90
Harga Satuan Pekerjaan (D+E)
219,865.80
257,541.90
Pemasangan Dinding HB/CB 10, speci camp. 1SP : 4PP
224,814.15
263,643.60
27,600.00
30,225.00
A
Tenaga
10%
L.01
0.300
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.100
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
176,776.50
209,451.00
12.500
buah
Batako
3,000.00
4,000.00
37,500.00
50,000.00
12.130
kg
PC
1,050.00
1,100.00
12,736.50
13,343.00
0.388
m3
Pasir Pasang
320,000.00
370,000.00
124,160.00
143,560.00
0.280
kg
Besi Angkur Ø 8 mm
8,500.00
9,100.00
2,380.00
2,548.00
C
PERALATAN
D
Jumlah A + B + C
204,376.50
239,676.00
E
Overhead & Profit (contoh 10%)
F 22 A.4.4.1.22
20,437.65
23,967.60
Harga Satuan Pekerjaan (D+E)
224,814.15
263,643.60
Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1SP : 3PP
240,185.00
308,302.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
190,750.00
250,050.00
Terawang / Roster
5,600.00
7,500.00
168,000.00
225,000.00
1,050.00
1,100.00
11,550.00
12,100.00
320,000.00
370,000.00
11,200.00
12,950.00
218,350.00
280,275.00
23 A.4.4.1.23
30
Buah
11
kg
Portland Semen
0.035
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
21,835.00
28,027.50
Harga Satuan Pekerjaan (D+E)
240,185.00
308,302.50
Pemasangan Dinding Terawang (Rooster) Uk, (12x11x24)cm Camp. 1SP : 4PP
240,185.00
308,302.50
10%
1
m2 A
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
190,750.00
250,050.00
Terawang / Roster
5,600.00
7,500.00
168,000.00
225,000.00
1,050.00
1,100.00
11,550.00
12,100.00
320,000.00
370,000.00
11,200.00
12,950.00
218,350.00
280,275.00
30
Buah
11
kg
Portland Semen
0.035
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
21,835.00
28,027.50
Harga Satuan Pekerjaan (D+E)
240,185.00
308,302.50
134,794.00
144,061.50
10%
1
m2
Pemasangan Dinding Bata Berongga Ekspose Uk, (12x11x24)cm Camp. 1SP : 3PP
m2
Tenaga
27,600.00
30,225.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
24 A.4.4.1.24
file:///conversion/tmp/scratch/359386722.xls
99/49
abk 6-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT. OH
MINIMUM Rp
MAKSIMUM Rp
MAKSIMUM Rp
94,940.00
100,740.00
Bata Roster
1,000.00
1,050.00
70,000.00
73,500.00
kg
Portland Semen
1,050.00
1,100.00
14,700.00
15,400.00
m3
Pasir Pasang
320,000.00
370,000.00
10,240.00
11,840.00
C
PERALATAN
D
Jumlah A + B + C
122,540.00
130,965.00
E
Overhead & Profit (contoh 10%)
F
70
Buah
14 0.032
Bahan
JUMLAH MINIMUM Rp
12,254.00
13,096.50
Harga Satuan Pekerjaan (D+E)
134,794.00
144,061.50
223,752.54
244,574.06
149,640.00
166,655.00
10%
1
m2
Pemasangan Dinding Bata Ringan Tebal 7,5 cm dengan Mortar Siap Pakai
m2
Tenaga
0.075
L.01
0.67
OH
Pekerja
0.12
725000
60,000.00
65,000.00
40,200.00
43,550.00
L.02
1.3
OH
Tukang Batu
1
6525
75,000.00
85,000.00
97,500.00
110,500.00
L.03
0.13
OH
Kepala Tukang
13.3333333333
90,000.00
95,000.00
11,700.00
12,350.00
L.04
0.003
OH
Mandor
111.1111111111
80,000.00
85,000.00
240.00
255.00
OH
Bahan
53,771.40
55,685.05
25 A.4.4.1.25
26 A.4.4.1.26
8.40
Buah
0.473
kg
Mortar Siap Pakai
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
Bata Ringan Tebal 7,5 cm
Pemasangan Dinding Bata Ringan Tebal 10 cm dengan Mortar Siap Pakai 0.075 Tenaga
0.671
OH
Pekerja
L.02
1.300
OH
Tukang Batu
L.03
0.013
OH
Kepala Tukang
L.04
0.003
OH
Mandor
OH
Bahan
8.40
Buah
0.063
kg
Mortar Siap Pakai
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
6,300.00
6,525.00
52,920.00
54,810.00
1,800.00
1,850.00
851.40
875.05
203,411.40
222,340.05
10%
m2
m2
L.01
file:///conversion/tmp/scratch/359386722.xls
90000
20,341.14
22,234.01
223,752.54
244,574.06
229,441.74
248,909.71
139,170.00
155,605.00
0.12
700000
60,000.00
65,000.00
40,260.00
43,615.00
0.1
8400
75,000.00
85,000.00
97,500.00
110,500.00
10
90,000.00
95,000.00
1,170.00
1,235.00
83.3333333333
80,000.00
85,000.00
240.00
255.00
69,413.40
70,676.55
Bata Ringan Tebal 7,5 cm
90000
10%
99/50
8,250.00
8,400.00
69,300.00
70,560.00
1,800.00
1,850.00
113.40
116.55
208,583.40
226,281.55
20,858.34
22,628.16
229,441.74
248,909.71
abk 6-14
HARGA BAHAN/UPAH No. VII 1
2
3
4
5
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT.
A.4.4.2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN PLESTERAN 1
A.4.4.2.1
m2
Pemasangan Plesteran 1 Pc : 1 Pp Tebal 15 mm
58,519.12
63,716.84
A
Tenaga
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
21,399.20
22,974.40
15.504
Kg
Portland Semen
0.016
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
A.4.4.2.2
1,050.00
1,100.00
16,279.20
17,054.40
320,000.00
370,000.00
5,120.00
5,920.00
53,199.20
57,924.40
5,319.92
5,792.44
Harga Satuan Pekerjaan (D+E) Overhead & Profit (contoh 10%) Pemasangan Plesteran 1 Pc : 2 Pp Tebal 15 mm
58,519.12
63,716.84
53,828.72
58,956.04
A
Tenaga
31,800.00
34,950.00
m2
10%
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
17,135.20
18,646.40
10.224
Kg
Portland Semen
0.020
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
A.4.4.2.3
m2
1,050.00
1,100.00
10,735.20
11,246.40
320,000.00
370,000.00
6,400.00
7,400.00
48,935.20
53,596.40
4,893.52
5,359.64
Harga Satuan Pekerjaan (D+E)
53,828.72
58,956.04
10%
Pemasangan Plesteran 1 Pc : 3 Pp Tebal 15 mm
52,057.28
57,214.96
A
Tenaga
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
15,524.80
17,063.60
7.776
Kg
Portland Semen
0.023
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
A.4.4.2.4
m2
1,050.00
1,100.00
8,164.80
8,553.60
320,000.00
370,000.00
7,360.00
8,510.00
47,324.80
52,013.60
4,732.48
5,201.36
Harga Satuan Pekerjaan (D+E)
52,057.28
57,214.96
10%
Pemasangan Plesteran 1 Pc : 4 Pp Tebal 15 mm
50,635.20
55,763.40
A
Tenaga
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
14,232.00
15,744.00
6.240
Kg
Portland Semen
0.024
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
A.4.4.2.5
m2
1,050.00
1,100.00
6,552.00
6,864.00
320,000.00
370,000.00
7,680.00
8,880.00
46,032.00
50,694.00
10%
4,603.20
5,069.40
50,635.20
55,763.40
Pemasangan Plesteran 1 Pc : 5 Pp Tebal 15 mm
50,119.52
55,299.64
A
Tenaga
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
13,763.20
15,322.40
5.184
Kg
Portland Semen
0.026
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
file:///conversion/tmp/scratch/359386722.xls
10%
99/51
1,050.00
1,100.00
5,443.20
5,702.40
320,000.00
370,000.00
8,320.00
9,620.00
45,563.20
50,272.40
4,556.32
5,027.24
50,119.52
55,299.64 abk 7-14
HARGA BAHAN/UPAH No. 6
SNI
KODE
KOEF 1
A.4.4.2.6
URAIAN PEKERJAAN
SAT. m2
MINIMUM Rp
MAKSIMUM Rp
Pemasangan Plesteran 1 Pc : 6 Pp Tebal 15 mm
49,584.48
Tenaga
31,800.00
9
10
54,777.36 34,950.00
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
13,276.80
14,847.60
Bahan
8
MAKSIMUM Rp
0.3
L.01
7
JUMLAH MINIMUM Rp
4.416
Kg
Portland Semen
0.027
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
A.4.4.2.7
m2
1,050.00
1,100.00
4,636.80
4,857.60
320,000.00
370,000.00
8,640.00
9,990.00
45,076.80
49,797.60
4,507.68
4,979.76
Harga Satuan Pekerjaan (D+E)
49,584.48
54,777.36
10%
Pemasangan Plesteran 1 Pc : 7 Pp Tebal 15 mm
49,382.08
54,603.56
A
Tenaga
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
13,092.80
14,689.60
3.936
Kg
Portland Semen
0.028
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
A.4.4.2.8
m2
1,050.00
1,100.00
4,132.80
4,329.60
320,000.00
370,000.00
8,960.00
10,360.00
44,892.80
49,639.60
4,489.28
4,963.96
Harga Satuan Pekerjaan (D+E)
49,382.08
54,603.56
10%
Pemasangan Plesteran 1 Pc : 8 Pp Tebal 15 mm
49,179.68
54,429.76
A
Tenaga
31,800.00
34,950.00
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
12,908.80
14,531.60
3.456
Kg
Portland Semen
0.029
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
1,100.00
3,628.80
3,801.60
370,000.00
9,280.00
10,730.00
44,708.80
49,481.60
4,470.88
4,948.16
Harga Satuan Pekerjaan (D+E)
49,179.68
54,429.76
10%
Pemasangan Plesteran 1 Pc :1/2 Kp:3 Pp Tebal 15 mm
48,683.80
53,312.60
A
Tenaga
33,120.00
36,270.00
L.01
0.36
OH
Pekerja
60,000.00
65,000.00
21,600.00
23,400.00
L.02
0.12
OH
Tukang batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
11,138.00
12,196.00
5.760
Kg
Portland Semen
1,050.00
1,100.00
6,048.00
6,336.00
0.003
m3
Kapur Pasang
310,000.00
350,000.00
930.00
1,050.00
0.013
m3
Pasir Pasang
320,000.00
370,000.00
4,160.00
4,810.00
C
PERALATAN
D
Jumlah A + B + C
44,258.00
48,466.00
E
Overhead & Profit (contoh 10%)
F
A.4.4.2.9
A.4.4.2.10
1
m2
1,050.00 320,000.00
m2
4,425.80
4,846.60
Harga Satuan Pekerjaan (D+E)
48,683.80
53,312.60
10%
Pemasangan Plesteran 1 Pc : 2 Kp : 8 Pp Tebal 15 mm
48,642.00
53,592.00
A
Tenaga
33,120.00
36,270.00
L.01
0.36
OH
Pekerja
60,000.00
65,000.00
21,600.00
23,400.00
L.02
0.12
OH
Tukang batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
11,100.00
12,450.00
3
kg
Portland Semen
1,050.00
1,100.00
3,150.00
3,300.00
0.005
m3
Kapur Padam
310,000.00
350,000.00
1,550.00
1,750.00
0.020
m3
Pasir Pasang
320,000.00
370,000.00
6,400.00
7,400.00
C
PERALATAN
D
Jumlah A + B + C
44,220.00
48,720.00
E
Overhead & Profit (contoh 10%)
4,422.00
4,872.00
file:///conversion/tmp/scratch/359386722.xls
10% 99/52
abk 7-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT. F
file:///conversion/tmp/scratch/359386722.xls
URAIAN PEKERJAAN Harga Satuan Pekerjaan (D+E)
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 48,642.00
99/53
MAKSIMUM Rp 53,592.00
abk 7-14
HARGA BAHAN/UPAH No. 11
12
13
14
15
SNI
KODE
KOEF 1
A.4.4.2.11
URAIAN PEKERJAAN
SAT. m2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
Pemasangan Plesteran 1 SM : 1 Kp : 1 Pp Tebal 15 mm
44,401.50
48,856.50
A
Tenaga
33,120.00
36,270.00
L.01
0.36
OH
Pekerja
60,000.00
65,000.00
21,600.00
23,400.00
L.02
0.12
OH
Tukang batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
7,245.00
8,145.00
0.009
m3
Semen Merah
175,000.00
185,000.00
1,575.00
1,665.00
0.009
m3
Kapur Padam
310,000.00
350,000.00
2,790.00
3,150.00
0.009
m3
Pasir Pasang
320,000.00
370,000.00
2,880.00
3,330.00
C
PERALATAN
D
Jumlah A + B + C
40,365.00
44,415.00
E
Overhead & Profit (contoh 10%)
F
1
A.4.4.2.12
m2
4,036.50
4,441.50
Harga Satuan Pekerjaan (D+E)
44,401.50
48,856.50
10%
Pemasangan Plesteran 1 SM : 1 Kp : 2 Pp Tebal 15 mm
45,446.50
50,121.50
A
Tenaga
33,120.00
36,270.00
L.01
0.36
OH
Pekerja
60,000.00
65,000.00
21,600.00
23,400.00
L.02
0.12
OH
Tukang batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
8,195.00
9,295.00
0.007
m3
Semen Merah
175,000.00
185,000.00
1,225.00
1,295.00
0.007
m3
Kapur Padam
310,000.00
350,000.00
2,170.00
2,450.00
0.015
m3
Pasir Pasang
320,000.00
370,000.00
4,800.00
5,550.00
C
PERALATAN
D
Jumlah A + B + C
41,315.00
45,565.00
E
Overhead & Profit (contoh 10%)
F
1
A.4.4.2.13
m2
4,131.50
4,556.50
Harga Satuan Pekerjaan (D+E)
45,446.50
50,121.50
10%
Pemasangan Plesteran 1 Pc : 2 Pp Tebal 20 mm
72,064.96
78,930.72
A
Tenaga
42,560.00
46,770.00
L.01
0.40
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.20
OH
Tukang batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.020
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
22,953.60
24,985.20
13.632
kg
Portland Semen
0.027
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.4.2.14
1
m2
1,050.00
1,100.00
14,313.60
14,995.20
320,000.00
370,000.00
8,640.00
9,990.00
65,513.60
71,755.20
6,551.36
7,175.52
Harga Satuan Pekerjaan (D+E)
72,064.96
78,930.72
10%
Pemasangan Plesteran 1Pc : 3Pp Tebal 20 mm
54,246.40
59,779.80
A
Tenaga
33,440.00
36,905.00
L.01
0.26
OH
Pekerja
60,000.00
65,000.00
15,600.00
16,900.00
L.02
0.2
OH
Tukang batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.013
OH
Mandor
80,000.00
85,000.00
1,040.00
1,105.00
B
Bahan
20,806.40
22,874.80
10.368
Kg
Portland Semen
0.031
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.4.2.15
1
m2
1,050.00
1,100.00
10,886.40
11,404.80
320,000.00
370,000.00
9,920.00
11,470.00
55,286.40
60,884.80
5,528.64
6,088.48
Harga Satuan Pekerjaan (D+E)
60,815.04
66,973.28
10%
Pemasangan Plesteran 1 Pc : 4 Pp Tebal 20 mm
67,689.60
74,538.20
A
Tenaga
42,560.00
46,770.00
L.01
0.40
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.20
OH
Tukang batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.020
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
18,976.00
20,992.00
8.320
kg
Portland Semen
0.032
m3
Pasir Pasang
file:///conversion/tmp/scratch/359386722.xls
99/54
1,050.00
1,100.00
8,736.00
9,152.00
320,000.00
370,000.00
10,240.00
11,840.00 abk 7-14
HARGA BAHAN/UPAH No.
16
17
18
19
20
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT.
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
MAKSIMUM Rp
JUMLAH MINIMUM Rp 61,536.00
10%
MAKSIMUM Rp 67,762.00
6,153.60
6,776.20
67,689.60
74,538.20
Pemasangan Plesteran 1Pc : 5Pp Tebal 20 mm
67,119.36
74,055.52
A
Tenaga
42,560.00
46,770.00
L.01
0.400
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.200
OH
Tukang batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.020
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
18,457.60
20,553.20
6.912
Kg
Portland Semen
0.035
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.4.2.16
1
m2
MINIMUM Rp
1,100.00
7,257.60
7,603.20
370,000.00
11,200.00
12,950.00
61,017.60
67,323.20
6,101.76
6,732.32
Harga Satuan Pekerjaan (D+E)
67,119.36
74,055.52
10%
Pemasangan Plesteran 1Pc : 6Pp Tebal 20 mm
66,288.64
73,223.48
A
Tenaga
42,560.00
46,770.00
L.01
0.40
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.2
OH
Tukang batu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
17,702.40
19,796.80
5.888
Kg
Portland Semen
0.036
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.4.2.17
A.4.4.2.18
1
m2
1,050.00 320,000.00
m2
1,050.00
1,100.00
6,182.40
6,476.80
320,000.00
370,000.00
11,520.00
13,320.00
60,262.40
66,566.80
6,026.24
6,656.68
Harga Satuan Pekerjaan (D+E)
66,288.64
73,223.48
10%
Pemasangan Plesteran 1 SM : 2 Kp : 2 Pp Tebal 20 mm
62,441.50
69,008.50
A
Tenaga
46,640.00
51,260.00
L.01
0.440
OH
Pekerja
60,000.00
65,000.00
26,400.00
28,600.00
L.02
0.22
OH
Tukang batu
75,000.00
85,000.00
16,500.00
18,700.00
L.03
0.022
OH
Kepala Tukang
90,000.00
95,000.00
1,980.00
2,090.00
L.04
0.022
OH
Mandor
80,000.00
85,000.00
1,760.00
1,870.00
B
Bahan
10,125.00
11,475.00
A.4.4.2.19
0.009
m3
Semen Merah
175,000.00
185,000.00
1,575.00
1,665.00
0.009
m3
Kapur Padam
310,000.00
350,000.00
2,790.00
3,150.00
0.018
m3
Pasir Pasang
320,000.00
370,000.00
5,760.00
6,660.00
C
PERALATAN
D
Jumlah A + B + C
56,765.00
62,735.00
E
Overhead & Profit (contoh 10%)
F 1
m2
5,676.50
6,273.50
Harga Satuan Pekerjaan (D+E)
62,441.50
69,008.50
10%
Pemasangan Berapen 1 Pc : 5Pp Tebal 15 mm
32,723.02
36,176.14
A
Tenaga
15,985.00
17,565.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.075
OH
Tukang batu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.008
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
13,763.20
15,322.40
5.184
Kg
Portland Semen
0.026
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
L.01
0.080
L.02
0.40
L.03 L.04
A.4.4.2.20
1,050.00
1,100.00
5,443.20
5,702.40
320,000.00
370,000.00
8,320.00
9,620.00
29,748.20
32,887.40
2,974.82
3,288.74
Harga Satuan Pekerjaan (D+E)
32,723.02
36,176.14
m'
Pemasangan Plesteran Skoning 1 Pc : 2Pp, lebar 10 mm
47,745.50
53,570.00
A
Tenaga
38,720.00
43,340.00
OH
Pekerja
60,000.00
65,000.00
4,800.00
5,200.00
OH
Tukang batu
75,000.00
85,000.00
30,000.00
34,000.00
0.040
OH
Kepala Tukang
90,000.00
95,000.00
3,600.00
3,800.00
0.004
OH
Mandor
80,000.00
85,000.00
320.00
340.00
file:///conversion/tmp/scratch/359386722.xls
10%
99/55
abk 7-14
HARGA BAHAN/UPAH No.
21
22
23
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT. B
Bahan
0.5
Kg
Portland Semen
0.013
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
L.01
0.450
L.02
0.225
L.03 L.04
MINIMUM Rp
MAKSIMUM Rp
4,685.00
MAKSIMUM Rp 5,360.00
1,050.00
1,100.00
525.00
550.00
320,000.00
370,000.00
4,160.00
4,810.00
43,405.00
48,700.00
4,340.50
4,870.00
Harga Satuan Pekerjaan (D+E)
47,745.50
53,570.00
m'
Pemasangan Plesteran Granit 1Pc : 2 Granit , Tebal 10 mm
80,613.50
88,016.50
A
Tenaga
47,785.00
52,515.00
OH
Pekerja
60,000.00
65,000.00
27,000.00
29,250.00
OH
Tukang batu
75,000.00
85,000.00
16,875.00
19,125.00
0.023
OH
Kepala Tukang
90,000.00
95,000.00
2,070.00
2,185.00
0.023
OH
Mandor
80,000.00
85,000.00
1,840.00
1,955.00
B
Bahan
25,500.00
27,500.00
10
Kg
Portland Semen
1,050.00
1,100.00
10,500.00
11,000.00
15
Kg
Batu Granit
1,000.00
1,100.00
15,000.00
16,500.00
C
PERALATAN
D
Jumlah A + B + C
73,285.00
80,015.00
E
Overhead & Profit (contoh 10%)
F
1
L.01
0.450
L.02
0.225
L.03 L.04
A.4.4.2.21
A.4.4.2.22
A.4.4.2.23
10%
7,328.50
8,001.50
Harga Satuan Pekerjaan (D+E)
80,613.50
88,016.50
m'
Pemasangan Plesteran Traso 1Pc : 2Traso, lebar 10 mm
80,613.50
88,016.50
A
Tenaga
47,785.00
52,515.00
OH
Pekerja
60,000.00
65,000.00
27,000.00
29,250.00
OH
Tukang batu
75,000.00
85,000.00
16,875.00
19,125.00
0.023
OH
Kepala Tukang
90,000.00
95,000.00
2,070.00
2,185.00
0.023
OH
Mandor
80,000.00
85,000.00
1,840.00
1,955.00
B
Bahan
25,500.00
27,500.00
10
Kg
Portland Semen
1,050.00
1,100.00
10,500.00
11,000.00
15
m3
Batu Traso
1,000.00
1,100.00
15,000.00
16,500.00
73,285.00
80,015.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
10%
7,328.50
8,001.50
Harga Satuan Pekerjaan (D+E)
80,613.50
88,016.50
Pemasangan Plesteran Ciprat 1Pc : 2 Pp
37,461.60
40,916.70
Tenaga
27,600.00
30,225.00
10%
L.01
0.30
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.1
OH
Tukang batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
6,456.00
6,972.00
4.32
Kg
Portland Semen
1,050.00
1,100.00
4,536.00
4,752.00
0.006
m3
Pasir Pasang
320,000.00
370,000.00
1,920.00
2,220.00
C
PERALATAN
D
Jumlah A + B + C
34,056.00
37,197.00
E
Overhead & Profit (contoh 10%)
F
Bahan
24
JUMLAH MINIMUM Rp
A.4.4.2.24
3,405.60
3,719.70
Harga Satuan Pekerjaan (D+E)
37,461.60
40,916.70
Pemasangan Finishing Siar Pasangan Dinding Bata Merah
21,173.24
23,082.18
10%
1
m2 A
Tenaga
15,985.00
17,565.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.075
OH
Tukang batu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.008
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
3,263.40
3,418.80
Kg
Portland Semen
3,263.40
3,418.80
C
PERALATAN
D
Jumlah A + B + C
19,248.40
20,983.80
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
3.108
file:///conversion/tmp/scratch/359386722.xls
1,050.00
10%
99/56
1,100.00
1,924.84
2,098.38
21,173.24
23,082.18
abk 7-14
HARGA BAHAN/UPAH No.
25
SNI
SAT.
URAIAN PEKERJAAN
1
m2
Pemasangan Finishing Siar Pasangan Dinding Conblock ekspose
A
Tenaga
L.01
0.070
OH
Pekerja
60,000.00
65,000.00
L.02
0.035
OH
Tukang batu
75,000.00
L.03
0.004
OH
Kepala Tukang
L.04
0.004
OH
Mandor
B
Bahan
Kg
Portland Semen
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
KODE
A.4.4.2.25
KOEF
1.600
26
A.4.4.2.26
MINIMUM Rp
MAKSIMUM Rp
11,005.50
7,505.00
8,245.00
4,200.00
4,550.00
85,000.00
2,625.00
2,975.00
90,000.00
95,000.00
360.00
380.00
80,000.00
85,000.00
320.00
340.00
1,680.00
1,760.00
1,680.00
1,760.00
9,185.00
10,005.00
1,050.00
1,100.00
918.50
1,000.50
Harga Satuan Pekerjaan (D+E)
10,103.50
11,005.50
Pemasangan Finishing Siar Pas.Batu Kali Adukan 1Pc : 2Pp
46,526.70
51,000.40
10%
1
m2
31,800.00
34,950.00
L.01
0.3
OH
Pekerja
60,000.00
65,000.00
18,000.00
19,500.00
L.02
0.15
OH
Tukang batu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
10,497.00
11,414.00
Bahan
A.4.4.2.27
6.34
Kg
Portland Semen
0.012
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1,050.00
1,100.00
6,657.00
6,974.00
320,000.00
370,000.00
3,840.00
4,440.00
42,297.00
46,364.00
4,229.70
4,636.40
Harga Satuan Pekerjaan (D+E)
46,526.70
51,000.40
Pemasangan Acian
27,073.75
29,562.50
10%
1
m2
21,200.00
23,300.00
L.01
0.20
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.10
OH
Tukang batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.010
OH
Mandor
80,000.00
85,000.00
800.00
850.00
3,412.50
3,575.00
3,412.50
3,575.00
24,612.50
26,875.00
Tenaga
Bahan 3.25
28
A.4.4.2.28
Kg
Portland Semen
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1,050.00
1,100.00
2,461.25
2,687.50
Harga Satuan Pekerjaan (D+E)
27,073.75
29,562.50
Pemasangan Plesteran dg Mortar Siap Pakai (MSP)
35,873.20
38,531.90
10%
1
m2
21,200.00
23,300.00
L.01
0.20
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.10
OH
Tukang batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.010
OH
Mandor
80,000.00
85,000.00
800.00
850.00
11,412.00
11,729.00
11,412.00
11,729.00
32,612.00
35,029.00
Tenaga
Bahan 6.34
29
MAKSIMUM Rp
10,103.50
Tenaga
27
JUMLAH MINIMUM Rp
A.4.4.2.29
Kg
Portland Semen
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1,800.00
1,850.00
3,261.20
3,502.90
Harga Satuan Pekerjaan (D+E)
35,873.20
38,531.90
Pemasangan Acian dg Mortar Siap Pakai (MSP)
29,755.00
32,243.75
10%
1
m2
21,200.00
23,300.00
L.01
0.20
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.10
OH
Tukang batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.010
OH
Mandor
80,000.00
85,000.00
800.00
850.00
5,850.00
6,012.50
5,850.00
6,012.50
27,050.00
29,312.50
Tenaga
Bahan 3.25
file:///conversion/tmp/scratch/359386722.xls
Kg
Mortar Siap Pakai
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1,800.00
10%
99/57
1,850.00
2,705.00
2,931.25
29,755.00
32,243.75
abk 7-14
HARGA BAHAN/UPAH No.
VIII 1
SNI
KODE
KOEF
A.4.4.3.2
1
JUMLAH MINIMUM Rp
MAKSIMUM Rp
m2
Pemasangan lantai Ubin PC Abu-abu Uk. 30 x 30 cm
96,991.50
105,283.50
A
Tenaga
26,585.00
29,215.00
0.25
OH
Pekerja
60,000.00
65,000.00
15,000.00
16,250.00
L.02
0.125
OH
Tukang Batu
75,000.00
85,000.00
9,375.00
10,625.00
L.03
0.013
OH
Kepala Tukang
90,000.00
95,000.00
1,170.00
1,235.00
L.04
0.013
OH
Mandor
80,000.00
85,000.00
1,040.00
1,105.00
B
Bahan
61,589.09
66,497.27 38,847.27
A.4.4.3.3
Buah Ubin Abu-abu 30x30 cm
10.0
Kg
Portland Semen
0.0450
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
m2
11.1111
3,090.91
3,272.73
36,689.09
0.3
1,050.00
1,100.00
10,500.00
11,000.00
0.09
320,000.00
370,000.00
14,400.00
16,650.00
88,174.09
95,712.27
8,817.41
9,571.23
Harga Satuan Pekerjaan (D+E)
96,991.50
105,283.50
10%
Pemasangan lantai Ubin PC Abu-abu Uk. 20 x 20 cm
96,739.50
105,242.50
A
Tenaga
28,705.00
31,545.00
L.01
0.27
OH
Pekerja
60,000.00
65,000.00
16,200.00
17,550.00
L.02
0.135
OH
Tukang Batu
75,000.00
85,000.00
10,125.00
11,475.00
L.03
0.014
OH
Kepala Tukang
90,000.00
95,000.00
1,260.00
1,330.00
L.04
0.014
OH
Mandor
80,000.00
85,000.00
1,120.00
1,190.00
B
Bahan
59,240.00
64,130.00 36,040.00
A.4.4.3.5
Buah Ubin Abu-abu 20x20 cm
10.4
Kg
Portland Semen
0.0450
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
1,280.00
1,360.00
33,920.00
1,050.00
1,100.00
10,920.00
11,440.00
320,000.00
370,000.00
14,400.00
16,650.00
87,945.00
95,675.00
10%
Pemasangan lantai Ubin PC Warna Uk. 30 x 30 cm
A
Tenaga
8,794.50
9,567.50
96,739.50
105,242.50
129,271.00
143,086.00
27,560.00
30,290.00
L.01
0.26
OH
Pekerja
60,000.00
65,000.00
15,600.00
16,900.00
L.02
0.130
OH
Tukang Batu
75,000.00
85,000.00
9,750.00
11,050.00
L.03
0.013
OH
Kepala Tukang
90,000.00
95,000.00
1,170.00
1,235.00
L.04
0.013
OH
Mandor
80,000.00
85,000.00
1,040.00
1,105.00
B
Bahan
89,959.09
99,788.18 49,638.18
11.87
4
MAKSIMUM Rp
L.01
26.5
3
MINIMUM Rp
HARGA SATUAN PEKERJAAN PENUTUP LANTAI dan DINDING
A.4.4.3
11.87
2
URAIAN PEKERJAAN
SAT.
A.4.4.3.6
Buah Ubin Warna 30x30 cm
4,090.91
4,181.82
48,559.09
1,050.00
1,100.00
10,500.00
11,000.00
Semen warna
11,000.00
15,000.00
16,500.00
22,500.00
m3
Pasir Pasang
320,000.00
370,000.00
14,400.00
16,650.00
C
PERALATAN
D
Jumlah A + B + C
117,519.09
130,078.18
E
Overhead & Profit (contoh 10%)
F
10.0
Kg
Portland Semen
1.50
Kg
0.0450
1
m2
11,751.91
13,007.82
Harga Satuan Pekerjaan (D+E)
129,271.00
143,086.00
Pemasangan lantai Ubin PC Warna Uk. 20 x 20 cm
125,669.50
141,300.50
28,705.00
31,545.00
A
Tenaga
10%
L.01
0.27
OH
Pekerja
60,000.00
65,000.00
16,200.00
17,550.00
L.02
0.135
OH
Tukang Batu
75,000.00
85,000.00
10,125.00
11,475.00
L.03
0.014
OH
Kepala Tukang
90,000.00
95,000.00
1,260.00
1,330.00
L.04
0.014
OH
Mandor
80,000.00
85,000.00
1,120.00
1,190.00
B
Bahan
85,540.00
96,910.00 44,520.00
26.5
Buah Ubin Warna 20x20 cm
1,600.00
1,680.00
42,400.00
1,050.00
1,100.00
10,920.00
11,440.00
Semen warna
11,000.00
15,000.00
17,820.00
24,300.00
m3
Pasir Pasang
320,000.00
370,000.00
14,400.00
16,650.00
C
PERALATAN
D
Jumlah A + B + C
114,245.00
128,455.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10.4
Kg
Portland Semen
1.62
Kg
0.0450
10%
11,424.50
12,845.50
125,669.50
141,300.50
HARGA BAHAN/UPAH No.
SNI
5
A.4.4.3.9
KODE
KOEF 1
Pemasangan lantai Ubin Granito Uk. 40 x 40 cm
A
Tenaga
JUMLAH MINIMUM Rp
MAKSIMUM Rp
339,542.50
387,634.50
26,585.00
29,215.00
0.250
OH
Pekerja
60,000.00
65,000.00
15,000.00
16,250.00
0.125
OH
Tukang Batu
75,000.00
85,000.00
9,375.00
10,625.00
L.03
0.013
OH
Kepala Tukang
90,000.00
95,000.00
1,170.00
1,235.00
L.04
0.013
OH
Mandor
80,000.00
85,000.00
1,040.00
1,105.00
B
Bahan
282,090.00
323,180.00
A.4.4.3.16
0.4
36,666.67
41,666.67
243,100.00
276,250.00
9.8
Kg
Portland Semen
0.16
1,050.00
1,100.00
10,290.00
10,780.00
1.300
Kg
Semen warna
6.25
11,000.00
15,000.00
14,300.00
19,500.00
0.045
m3
Pasir Pasang
320,000.00
370,000.00
14,400.00
16,650.00
C
PERALATAN
D
Jumlah A + B + C
308,675.00
352,395.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m' A
1
Buah Ubin Granito 40x40 cm
30,867.50
35,239.50
339,542.50
387,634.50
Pemasangan Ubin Plin Pc.Abu-abu Uk. 15 x 20 cm
61,701.20
71,053.40
Tenaga
13,360.00
14,780.00
10%
L.01
0.090
OH
Pekerja
60,000.00
65,000.00
5,400.00
5,850.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
42,732.00
49,814.00 31,800.00
A.4.4.3.19
Buah Ubin Plin Pc Abu-abu 15x20 cm
1.2
Kg
Portland Semen
0.045
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
5,100.00
6,000.00
27,030.00
1,050.00
1,100.00
1,302.00
1,364.00
320,000.00
370,000.00
14,400.00
16,650.00
56,092.00
64,594.00
5,609.20
6,459.40
Harga Satuan Pekerjaan (D+E)
61,701.20
71,053.40
m'
Pemasangan Ubin Plin Pc.Warna Uk. 10 x 20 cm
33,436.70
36,540.90
A
Tenaga
13,360.00
14,780.00
10%
L.01
0.090
OH
Pekerja
60,000.00
65,000.00
5,400.00
5,850.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
17,037.00
18,439.00
5,500.00
13,780.00
14,575.00
2.65
8
MAKSIMUM Rp
L.02
5.30
7
m2
MINIMUM Rp
L.01
6.63
6
URAIAN PEKERJAAN
SAT.
A.4.4.3.32
Buah Ubin Plin Pc SWarna 15x20 cm
1.14
Kg
Portland Semen
0.100
Kg
Semen Warna
0.003
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
5,200.00 1,050.00
1,100.00
1,197.00
1,254.00
11,000.00
15,000.00
1,100.00
1,500.00
320,000.00
370,000.00
960.00
1,110.00
30,397.00
33,219.00
10%
Pemasangan Lantai Keramik 10x 20 cm
A
Tenaga
3,039.70
3,321.90
33,436.70
36,540.90
198,494.45
227,434.90
74,200.00
81,550.00
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.350
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
106,249.50
125,209.00 58,300.00
53.00
Buah Keramik 10 x 20 cm
8.19
Kg
Portland Semen
2.75
Kg
Semen Warna
0.0450
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
1,000.00
1,100.00
53,000.00
1,050.00
1,100.00
8,599.50
9,009.00
11,000.00
15,000.00
30,250.00
41,250.00
320,000.00
370,000.00
14,400.00
16,650.00
180,449.50
206,759.00
18,044.95
20,675.90
198,494.45
227,434.90
HARGA BAHAN/UPAH No.
SNI
9
A.4.4.3.33
KODE
KOEF 1
Pemasangan lantai Keramik Uk. 10 x 10 cm / 5 x 20 cm
A
Tenaga
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
203,939.45
234,859.90
74,200.00
81,550.00
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
0.350
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
111,199.50
131,959.00 58,300.00
A.4.4.3.34
Buah Keramik 10 x 10 cm / 5 x 20 cm
8.19
Kg
Portland Semen
3.20
Kg
Semen Warna
0.0450
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
m2
500.00
550.00
53,000.00
1,050.00
1,100.00
8,599.50
9,009.00
11,000.00
15,000.00
35,200.00
48,000.00
320,000.00
370,000.00
14,400.00
16,650.00
185,399.50
213,509.00
18,539.95
21,350.90
Harga Satuan Pekerjaan (D+E)
203,939.45
234,859.90
Pemasangan Lantai Keramik 33 x 33 cm
190,077.01
217,993.23
74,200.00
81,550.00
A
Tenaga
10%
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
98,597.28
116,625.67
5,777.78
6,666.67
57,777.78
66,666.67
1,050.00
1,100.00
8,599.50
9,009.00
320,000.00
370,000.00
14,400.00
16,650.00
11,000.00
15,000.00
17,820.00
24,300.00
172,797.28
198,175.67
A.4.4.3.35
Buah Ubin Keramik 33 x 33 cm
8.19
Kg
Portland Semen
0.045
m3
Pasir Pasang
1.62
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
17,279.73
19,817.57
F
Harga Satuan Pekerjaan (D+E)
190,077.01
217,993.23
Pemasangan Lantai Keramik 30 x 30 cm
180,575.00
212,529.00
10%
1
m2 A
Tenaga
74,200.00
81,550.00
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
89,959.09
111,658.18
11.87
12
m2
MINIMUM Rp
L.02
10
11
URAIAN PEKERJAAN
L.01
106.00
10
SAT.
A.4.4.3.36
Buah Ubin Keramik 30 x 30 cm
10.00
Kg
Portland Semen
0.045
m3
Pasir Pasang
1.50
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
m2
4,090.91
5,181.82
48,559.09
61,508.18
1,050.00
1,100.00
10,500.00
11,000.00
320,000.00
370,000.00
14,400.00
16,650.00
11,000.00
15,000.00
16,500.00
22,500.00
164,159.09
193,208.18
16,415.91
19,320.82
Harga Satuan Pekerjaan (D+E)
180,575.00
212,529.00
Pemasangan Lantai Keramik 20 x 20 cm
192,038.00
753,654.00
74,200.00
81,550.00
A
Tenaga
10%
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
100,380.00
603,590.00 551,200.00
26.5
Buah Ubin Keramik 20 x 20 cm
10.40
Kg
Portland Semen
1.62
Kg
Semen Warna
0.045
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
2,160.00
20,800.00
57,240.00
1,050.00
1,100.00
10,920.00
11,440.00
11,000.00
15,000.00
17,820.00
24,300.00
320,000.00
370,000.00
14,400.00
16,650.00
174,580.00
685,140.00
17,458.00
68,514.00
192,038.00
753,654.00
HARGA BAHAN/UPAH No.
SNI
13
A.4.4.3.37
KODE
KOEF
MINIMUM Rp
Pemasangan Lantai Keramik uk.10 x 33 cm, untuk variasi / border
m2 A
Tenaga
L.01
1.05
OH
Pekerja
60,000.00
65,000.00
L.02
0.525
OH
Tukang Batu
75,000.00
L.03
0.053
OH
Kepala Tukang
L.04
0.035
OH
Mandor
B
Bahan
A.4.4.3.39
Buah Ubin Keramik
9.80
Kg
Portland Semen
4.37
Kg
Semen Warna
0.045
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m' A
1
16
JUMLAH MINIMUM Rp
MAKSIMUM Rp
382,475.50
424,011.50
109,945.00
120,885.00
63,000.00
68,250.00
85,000.00
39,375.00
44,625.00
90,000.00
95,000.00
4,770.00
5,035.00
80,000.00
85,000.00
2,800.00
2,975.00
237,760.00
264,580.00
5,000.00
5,200.00
165,000.00
171,600.00
1,050.00
1,100.00
10,290.00
10,780.00
11,000.00
15,000.00
48,070.00
65,550.00
320,000.00
370,000.00
14,400.00
16,650.00
347,705.00
385,465.00
34,770.50
38,546.50
382,475.50
424,011.50
Pemasangan Plint Keramik Ukuran 10x20 cm
31,946.20
36,760.90
Tenaga
13,360.00
14,780.00
10%
L.01
0.09
OH
Pekerja
60,000.00
65,000.00
5,400.00
5,850.00
L.02
0.09
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
15,682.00
18,639.00
5.3 Buah Ubin Keramik
15
MAKSIMUM Rp
1
33.0
14
URAIAN PEKERJAAN
SAT.
A.4.4.3.40
1.14
Kg
Portland Semen
0.003
m3
Pasir Pasang
0.025
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
2,500.00
3,000.00
13,250.00
15,900.00
1,050.00
1,100.00
1,197.00
1,254.00
320,000.00
370,000.00
960.00
1,110.00
11,000.00
15,000.00
275.00
375.00
29,042.00
33,419.00
2,904.20
3,341.90
Harga Satuan Pekerjaan (D+E)
31,946.20
36,760.90
m'
Pemasangan Plint Keramik Ukuran 10x10 cm
78,305.70
83,813.40
A
Tenaga
13,360.00
14,780.00
10%
L.01
0.09
OH
Pekerja
60,000.00
65,000.00
5,400.00
5,850.00
L.02
0.09
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
57,827.00
61,414.00
A.4.4.3.41
10.6 Buah Ubin Keramik
5,200.00
5,500.00
55,120.00
58,300.00
1.14
Kg
Portland Semen
1,050.00
1,100.00
1,197.00
1,254.00
0.003
m3
Pasir Pasang
320,000.00
370,000.00
960.00
1,110.00
0.05
Kg
Semen Warna
11,000.00
15,000.00
550.00
750.00
C
PERALATAN
D
Jumlah A + B + C
71,187.00
76,194.00
E
Overhead & Profit (contoh 10%)
F
1
7,118.70
7,619.40
Harga Satuan Pekerjaan (D+E)
78,305.70
83,813.40
m'
Pemasangan Plint Keramik Ukuran 5x20 cm
75,973.70
82,647.40
A
Tenaga
13,360.00
14,780.00
10%
L.01
0.09
OH
Pekerja
60,000.00
65,000.00
5,400.00
5,850.00
L.02
0.09
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
55,707.00
60,354.00
10.6 Buah Ubin Keramik
5,000.00
5,400.00
53,000.00
57,240.00
1.14
Kg
Portland Semen
1,050.00
1,100.00
1,197.00
1,254.00
0.003
m3
Pasir Pasang
320,000.00
370,000.00
960.00
1,110.00
0.05
Kg
Semen Warna
11,000.00
15,000.00
550.00
750.00
C
PERALATAN
D
Jumlah A + B + C
69,067.00
75,134.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
6,906.70
7,513.40
75,973.70
82,647.40
HARGA BAHAN/UPAH No.
SNI
17
A.4.4.3.43
18
19
20
21
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
m2
MINIMUM Rp
MAKSIMUM Rp
Pemasangan Lantai Marmer Ukuran 1.00x1.00 cm
A
Tenaga
JUMLAH MINIMUM Rp
MAKSIMUM Rp
668,634.45
688,334.90
74,200.00
81,550.00
L.01
0.7
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
533,649.50
544,209.00
1.06
buah
Marmer
508,800.00
8.19
kg
Portland Semen
0.045
m3
Pasir Pasang
0.65
kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.4.3.44
1
m2
475,000.00
480,000.00
503,500.00
1,050.00
1,100.00
8,599.50
9,009.00
320,000.00
370,000.00
14,400.00
16,650.00
11,000.00
15,000.00
7,150.00
9,750.00
607,849.50
625,759.00
60,784.95
62,575.90
Harga Satuan Pekerjaan (D+E)
668,634.45
688,334.90
Pemasangan Lantai Karpet
193,270.00
205,843.00
25,200.00
27,880.00
A
Tenaga
10%
L.01
0.17
OH
Pekerja
60,000.00
65,000.00
10,200.00
11,050.00
L.02
0.17
OH
Tukang Batu
75,000.00
85,000.00
12,750.00
14,450.00
L.03
0.017
OH
Kepala Tukang
90,000.00
95,000.00
1,530.00
1,615.00
L.04
0.009
OH
Mandor
80,000.00
85,000.00
720.00
765.00
B
Bahan
150,500.00
159,250.00
1.05
m2
Karpet
0.35
kg
Lem
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.4.3.46
1
m2
125,000.00
130,000.00
131,250.00
136,500.00
55,000.00
65,000.00
19,250.00
22,750.00
175,700.00
187,130.00
17,570.00
18,713.00
Harga Satuan Pekerjaan (D+E)
193,270.00
205,843.00
Pemasangan Lantai Parquet Jati
360,470.00
490,655.00
74,200.00
81,550.00
A
Tenaga
10%
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
253,500.00
364,500.00
A.4.4.3.48
1.05
m2
Parquet Jati
0.6
Kg
Lem Vynil
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
m2
210,000.00
310,000.00
220,500.00
325,500.00
55,000.00
65,000.00
33,000.00
39,000.00
327,700.00
446,050.00
32,770.00
44,605.00
Harga Satuan Pekerjaan (D+E)
360,470.00
490,655.00
10%
Pemasangan Dinding Porselen 11 x 11 cm
215,406.16
241,711.32
A
Tenaga
106,000.00
116,500.00
L.01
1.00
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
0.50
OH
Tukang Batu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.050
OH
Kepala Tukang
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.050
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
Bahan
89,823.78
103,237.56
A.4.4.3.49
86
bh
Porselen
9.30
Kg
Portland Semen
2.750
Kg
Semen Warna
0.018
m3
Pasir Pasang
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F m2
512.20
524.39
44,048.78
45,097.56
82.6446
1,050.00
1,100.00
9,765.00
10,230.00
0.0121
11,000.00
15,000.00
30,250.00
41,250.00
0.11
320,000.00
370,000.00
5,760.00
6,660.00
195,823.78
219,737.56
19,582.38
21,973.76
Harga Satuan Pekerjaan (D+E)
215,406.16
241,711.32
Pemasangan Dinding Porselen 10x20 cm,
213,592.50
243,419.00
95,400.00
104,850.00
A
Tenaga
10%
L.01
0.9
OH
Pekerja
60,000.00
65,000.00
54,000.00
58,500.00
L.02
0.45
OH
Tukang Batu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B 53
22
A.4.4.3.50
Portland Semen
0.018
m3
Pasir Pasang
2.75
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MAKSIMUM Rp
98,775.00
116,440.00
1,000.00
1,100.00
53,000.00
58,300.00
1,050.00
1,100.00
9,765.00
10,230.00
320,000.00
370,000.00
5,760.00
6,660.00
11,000.00
15,000.00
30,250.00
41,250.00
194,175.00
221,290.00
19,417.50
22,129.00
Harga Satuan Pekerjaan (D+E)
213,592.50
243,419.00
Pemasangan Dinding Porselen 20x20 cm,
204,979.50
234,564.00
95,400.00
104,850.00
A
Tenaga
10%
0.9
OH
Pekerja
60,000.00
65,000.00
54,000.00
58,500.00
L.02
0.45
OH
Tukang Batu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
B
Bahan
90,945.00
108,390.00
A.4.4.3.53
Buah Keramik
9.3
Kg
Portland Semen
0.018
m3
Pasir Pasang
1.94
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
2,080.00
2,400.00
54,080.00
62,400.00
1,050.00
1,100.00
9,765.00
10,230.00
320,000.00
370,000.00
5,760.00
6,660.00
11,000.00
15,000.00
21,340.00
29,100.00
186,345.00
213,240.00
18,634.50
21,324.00
Harga Satuan Pekerjaan (D+E)
204,979.50
234,564.00
Pemasangan Dinding Keramik 10x20 cm,
213,592.50
243,419.00
95,400.00
104,850.00
A
Tenaga
10%
L.01
0.9
OH
Pekerja
60,000.00
65,000.00
54,000.00
58,500.00
L.02
0.45
OH
Tukang Batu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
B
Bahan
98,775.00
116,440.00
A.4.4.3.54
Buah Keramik
9.3
Kg
Portland Semen
0.018
m3
Pasir Pasang
2.75
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
1,000.00
1,100.00
53,000.00
58,300.00
1,050.00
1,100.00
9,765.00
10,230.00
320,000.00
370,000.00
5,760.00
6,660.00
11,000.00
15,000.00
30,250.00
41,250.00
194,175.00
221,290.00
19,417.50
22,129.00
Harga Satuan Pekerjaan (D+E)
213,592.50
243,419.00
Pemasangan Dinding Keramik 20x20 cm,
206,123.50
235,884.00
95,400.00
104,850.00
A
Tenaga
10%
L.01
0.9
OH
Pekerja
60,000.00
65,000.00
54,000.00
58,500.00
L.02
0.45
OH
Tukang Batu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.045
OH
Mandor
80,000.00
85,000.00
3,600.00
3,825.00
B
Bahan
91,985.00
109,590.00
26.5
25
JUMLAH MINIMUM Rp
L.01
53.0
24
m2
MAKSIMUM Rp
Bahan
Kg
1
MINIMUM Rp
Buah Keramik
9.3
26.0
23
URAIAN PEKERJAAN
SAT.
A.4.4.3.55
Buah Keramik
9.3
Kg
Portland Semen
0.018
m3
Pasir Pasang
1.94
Kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
2,080.00
2,400.00
55,120.00
63,600.00
1,050.00
1,100.00
9,765.00
10,230.00
320,000.00
370,000.00
5,760.00
6,660.00
11,000.00
15,000.00
21,340.00
29,100.00
187,385.00
214,440.00
18,738.50
21,444.00
Harga Satuan Pekerjaan (D+E)
206,123.50
235,884.00
10%
Pemasangan Dinding Marmer Ukuran 1.00x1.00 cm
736,578.82
762,343.02
A
Tenaga
137,800.00
151,450.00
L.01
1.3
OH
Pekerja
60,000.00
65,000.00
78,000.00
84,500.00
L.02
0.65
OH
Tukang Batu
75,000.00
85,000.00
48,750.00
55,250.00
L.03
0.065
OH
Kepala Tukang
90,000.00
95,000.00
5,850.00
6,175.00
L.04
0.065
OH
Mandor
80,000.00
85,000.00
5,200.00
5,525.00
HARGA BAHAN/UPAH No.
26
27
28
29
SNI
KODE
A.4.4.3.58
KOEF
URAIAN PEKERJAAN
SAT. B
Bahan
1.06
buah
Marmer
3.003
buah
Paku 12 cm
12.44
kg
Portlan Semen
0.025
m3
Pasir Pasang
0.65
kg
Semen Warna
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
MINIMUM Rp 475,000.00
MAKSIMUM Rp 480,000.00
JUMLAH MINIMUM Rp
MAKSIMUM Rp
531,817.11
541,589.11
503,500.00
508,800.00
35.00
35.00
105.11
105.11
1,050.00
1,100.00
13,062.00
13,684.00
320,000.00
370,000.00
8,000.00
9,250.00
11,000.00
15,000.00
7,150.00
9,750.00
669,617.11
693,039.11
66,961.71
69,303.91
Harga Satuan Pekerjaan (D+E)
736,578.82
762,343.02
Pemasangan Dinding Batu Paros / Batu Tempel Hitam
240,611.25
257,317.50
74,200.00
81,550.00
A
Tenaga
10%
L.01
0.70
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
0.35
OH
Tukang Batu
75,000.00
85,000.00
26,250.00
29,750.00
L.03
0.035
OH
Kepala Tukang
90,000.00
95,000.00
3,150.00
3,325.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
144,537.50
152,375.00
A.4.4.3.59
1.10
m2
Batu Paros
11.75
Kg
Portland Semen
0.035
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F 1
m2
110,000.00
115,000.00
121,000.00
126,500.00
1,050.00
1,100.00
12,337.50
12,925.00
320,000.00
370,000.00
11,200.00
12,950.00
218,737.50
233,925.00
21,873.75
23,392.50
Harga Satuan Pekerjaan (D+E)
240,611.25
257,317.50
Pemasangan Lantai Vynil uk.30 x 30 cm
135,474.90
146,096.50
35,815.00
39,410.00
A
Tenaga
10%
L.01
0.35
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.175
OH
Tukang Batu
75,000.00
85,000.00
13,125.00
14,875.00
L.03
0.017
OH
Kepala Tukang
90,000.00
95,000.00
1,530.00
1,615.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
87,344.00
93,405.00
11.87
bh
Vynil 30x30cm
0.25
kg
Lem
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.4.3.60
1
m2
6,200.00
6,500.00
73,594.00
77,155.00
55,000.00
65,000.00
13,750.00
16,250.00
123,159.00
132,815.00
12,315.90
13,281.50
Harga Satuan Pekerjaan (D+E)
135,474.90
146,096.50
Pemasangan Wallpaper Lebar 50 Cm
105,341.50
112,816.00
35,815.00
39,410.00
A
Tenaga
10%
L.01
0.35
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
0.175
OH
Tukang Batu
75,000.00
85,000.00
13,125.00
14,875.00
L.03
0.017
OH
Kepala Tukang
90,000.00
95,000.00
1,530.00
1,615.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
59,950.00
63,150.00
2.2
m'
Wallpaper
26,000.00
27,000.00
57,200.00
59,400.00
0.25
kg
Lem
11,000.00
15,000.00
2,750.00
3,750.00
C
PERALATAN
D
Jumlah A + B + C
95,765.00
102,560.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m'
A.4.4.3.63
1
9,576.50
10,256.00
105,341.50
112,816.00
Pemasangan Plint Kayu Klas II Ukuran 2x10 cm
40,986.00
45,595.00
Tenaga
17,760.00
19,650.00
10%
L.01
0.12
OH
Pekerja
60,000.00
65,000.00
7,200.00
7,800.00
L.02
0.12
OH
Tukang Batu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
19,500.00
21,800.00
Bahan 0.003
m3
Papan Kayu Klas II
0.05
kg
Paku Sekrup 5 cm
6,250,000.00
7,000,000.00
18,750.00
21,000.00
15,000.00
16,000.00
750.00
800.00
HARGA BAHAN/UPAH No.
30
SNI
KODE
A.4.4.3.64
KOEF
URAIAN PEKERJAAN
SAT.
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
MINIMUM Rp
MAKSIMUM Rp
37,260.00 10%
Pemasangan Paving Block Natural Tebal 6 Cm Tenaga
4,145.00
40,986.00
45,595.00
132,873.40
155,216.05
57,104.00
63,610.50
OH
Pekerja
60,000.00
65,000.00
15,000.00
16,250.00
L.02
0.5
OH
Tukang Batu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Kepala Tukang
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.0013
OH
Mandor
80,000.00
85,000.00
104.00
110.50
57,900.00
70,450.00
1.01
m2
Paving Block Tebal 6 Cm
0.05
m3
Pasir Beton
A.4.4.3.65
1
40,000.00
45,000.00
40,400.00
45,450.00
350,000.00
500,000.00
17,500.00
25,000.00
5,790.00
7,045.00
C
PERALATAN
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
12,079.40
14,110.55
F
Harga Satuan Pekerjaan (D+E)
132,873.40
155,216.05
Pemasangan Paving Block Natural Tebal 8 Cm
170,064.40
197,412.05
72,104.00
79,860.50
m2
57,900.00
70,450.00
10%
Tenaga
5,790.00
7,045.00
120,794.00
141,105.50
L.01
0.5
OH
Tukang Batu
60,000.00
65,000.00
30,000.00
32,500.00
L.02
0.5
OH
Kepala Tukang
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Mandor
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.0013
OH
Bahan
80,000.00
85,000.00
104.00
110.50
75,000.00
90,550.00
Bahan 1.01
m2
Paving Block Tebal 8 Cm
0.07
m3
Pasir Beton
10
A.4.4.3.66
1
50,000.00
55,000.00
50,500.00
55,550.00
350,000.00
500,000.00
24,500.00
35,000.00
7,500.00
9,055.00
C
PERALATAN
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
15,460.40
17,946.55
F
Harga Satuan Pekerjaan (D+E)
170,064.40
197,412.05
Pemasangan Paving Block Berwarna Tebal 6 Cm
138,983.90
161,326.55
57,104.00
63,610.50
m2
75,000.00
90,550.00
10%
Tenaga
7,500.00
9,055.00
154,604.00
179,465.50
L.01
0.25
OH
Tukang Batu
60,000.00
65,000.00
15,000.00
16,250.00
L.02
0.5
OH
Kepala Tukang
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Mandor
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.0013
OH
Bahan
80,000.00
85,000.00
104.00
110.50
62,950.00
75,500.00
Bahan 1.01
m2
Paving Block Berwarna Tebal 6 Cm
0.05
m3
Pasir Beton
10
33
41,450.00
3,726.00
0.25
10
32
MAKSIMUM Rp
L.01
Bahan
31
JUMLAH MINIMUM Rp
A.4.4.3.67
1
45,000.00
50,000.00
45,450.00
50,500.00
350,000.00
500,000.00
17,500.00
25,000.00
6,295.00
7,550.00
C
PERALATAN
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
12,634.90
14,666.05
F
Harga Satuan Pekerjaan (D+E)
138,983.90
161,326.55
Pemasangan Paving Block Berwarna Tebal 8 Cm
173,119.65
205,966.75
72,104.00
79,860.50
m2
62,950.00
75,500.00
10%
Tenaga
6,295.00
7,550.00
126,349.00
146,660.50
L.01
0.5
OH
Kepala Tukang
60,000.00
65,000.00
30,000.00
32,500.00
L.02
0.5
OH
Mandor
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Bahan
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.0013
OH
Bahan
80,000.00
85,000.00
104.00
110.50
77,525.00
97,620.00
Bahan 1.01
m2
Paving Block Tebal Berwarna 8 Cm
0.07
m3
Pasir Beton
10
C
PERALATAN
%
Peralatan
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
52,500.00
62,000.00
53,025.00
62,620.00
350,000.00
500,000.00
24,500.00
35,000.00
7,752.50
9,762.00
77,525.00
10%
97,620.00
7,752.50
9,762.00
157,381.50
187,242.50
15,738.15
18,724.25
173,119.65
205,966.75
HARGA BAHAN/UPAH No.
SNI
IX
A.4.5.1 1
2
3
4
5
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN LANGIT-LANGIT
A.4.5.1.1
Pemasangan Langit-langit Asbes (1,00x1,00) m, tebal 4 mm, 5 mm & 6 mm
1
m2
27,709.00
30,541.50
A
Tenaga
L.01
0.03
OH
Pekerja
60,000.00
65,000.00
8,000.00
8,905.00
1,800.00
L.02
0.07
OH
Tukang Kayu
75,000.00
1,950.00
85,000.00
5,250.00
L.03
0.007
OH
Kepala Tukang
5,950.00
90,000.00
95,000.00
630.00
L.04
0.004
OH
Mandor
665.00
80,000.00
85,000.00
320.00
B
Bahan
340.00
17,190.00
18,860.00
1.1
Lbr
Plat Asbes
15,500.00
17,000.00
17,050.00
18,700.00
0.01
Kg
Paku
14,000.00
16,000.00
140.00
160.00
C
PERALATAN
D
Jumlah A + B + C
25,190.00
27,765.00
E
Overhead & Profit (contoh 10%)
2,519.00
2,776.50
F
Harga Satuan Pekerjaan (D+E) Overhead & Profit (contoh 10%) Pemasangan Langit-langit Akustik Ukuran (30x30) cm
27,709.00
30,541.50
92,906.00
99,055.00
A
Tenaga
17,760.00
19,650.00
A.4.5.1.2
1
m2
10%
L.01
0.12
OH
Pekerja
60,000.00
65,000.00
7,200.00
7,800.00
L.02
0.12
OH
Tukang Kayu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
66,700.00
70,400.00
12.0
Lbr
Akustik Uk.30 x 30 cm
0.05
Kg
Paku
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F A.4.5.1.3
1
m2
5,500.00
5,800.00
66,000.00
69,600.00
14,000.00
16,000.00
700.00
800.00
84,460.00
90,050.00
8,446.00
9,005.00
Harga Satuan Pekerjaan (D+E)
92,906.00
99,055.00
10%
Pemasangan Langit-langit Akustik Ukuran (30x60) cm
99,990.00
103,108.50
A
Tenaga
14,800.00
16,375.00
L.01
0.10
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.10
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
76,100.00
77,360.00
5.80
Lbr
Akustik
13,000.00
13,200.00
75,400.00
76,560.00
0.05
Kg
Paku
14,000.00
16,000.00
700.00
800.00
C
PERALATAN
D
Jumlah A + B + C
90,900.00
93,735.00
E
Overhead & Profit (contoh 10%)
9,090.00
9,373.50
F
Harga Satuan Pekerjaan (D+E)
99,990.00
103,108.50
A.4.5.1.4
1
m2
10%
Pemasangan Langit-langit Akustik Ukuran (60x120) cm
84,700.00
88,192.50
A
Tenaga
14,800.00
16,375.00
L.01
0.10
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.10
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
62,200.00
63,800.00
1.50
Lbr
Akustik
41,000.00
42,000.00
61,500.00
63,000.00
0.05
Kg
Paku
14,000.00
16,000.00
700.00
800.00
C
PERALATAN
D
Jumlah A + B + C
77,000.00
80,175.00
E
Overhead & Profit (contoh 10%)
7,700.00
8,017.50
F
Harga Satuan Pekerjaan (D+E)
84,700.00
88,192.50
Memasang Langit-langit Tripleks Uk (120x240) cm, Tebal 3 mm, 4 mm & 6 mm
41,492.00
47,415.50
A.4.5.1.5
10%
1
m2 A
Tenaga
14,800.00
16,375.00
L.01
0.10
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.10
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
file:///conversion/tmp/scratch/359386722.xls
99/66
abk 9-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
6
7
8
9
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
MAKSIMUM Rp
22,920.00
26,730.00
0.375
Lbr
Tripleks (4 mm)
60,000.00
70,000.00
22,500.00
26,250.00
0.03
Kg
Paku Tripleks
14,000.00
16,000.00
420.00
480.00
C
PERALATAN
D
Jumlah A + B + C
37,720.00
43,105.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.5.1.6
1
m2
Bahan
JUMLAH MINIMUM Rp
10%
3,772.00
4,310.50
41,492.00
47,415.50
Memasang Langit-langit Lambriziring Kayu Jati, tebal 6 mm
493,394.00
523,776.00
A
Tenaga
118,400.00
131,000.00
L.01
0.8
OH
Pekerja
60,000.00
65,000.00
48,000.00
52,000.00
L.02
0.8
OH
Tukang Kayu
75,000.00
85,000.00
60,000.00
68,000.00
L.03
0.08
OH
Kepala Tukang
90,000.00
95,000.00
7,200.00
7,600.00
L.04
0.04
OH
Mandor
80,000.00
85,000.00
3,200.00
3,400.00
B
Bahan
330,140.00
345,160.00
0.015
m3
Kayu Jati,Papan
0.01
Kg
Paku
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.5.1.7
22,000,000.00
23,000,000.00
330,000.00
345,000.00
14,000.00
16,000.00
140.00
160.00
448,540.00
476,160.00
10%
Memasang Langit-langit Gypsu Board, Ukuran (120x240) tebal 9 mm
44,854.00
47,616.00
493,394.00
523,776.00
37,499.00
40,716.50
1
m2 A
Tenaga
10,600.00
11,650.00
L.01
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.05
OH
Tukang Kayu
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
23,490.00
25,365.00
0.364
Lbr
Gypsum Board
60,000.00
65,000.00
21,840.00
23,660.00
0.11
Kg
Paku Sekrup
15,000.00
15,500.00
1,650.00
1,705.00
C
PERALATAN
D
Jumlah A + B + C
34,090.00
37,015.00
E
Overhead & Profit (contoh 10%)
3,409.00
3,701.50
F
Harga Satuan Pekerjaan (D+E)
37,499.00
40,716.50
188,815.00
201,767.50
A.4.5.1.8
10%
Memasang Langit-langit Akuatik Uk (60x120) cm & Berikut Rangka Allumunium
1
m2 A
Tenaga
74,000.00
81,875.00
L.01
0.5
OH
Pekerja
60,000.00
65,000.00
30,000.00
32,500.00
L.02
0.5
OH
Tukang Kayu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Kepala Tukang
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.025
OH
Mandor
80,000.00
85,000.00
2,000.00
2,125.00
B
Bahan
97,650.00
101,550.00 14,400.00
3.6
m'
Profil Allumunium "T"
3,500.00
4,000.00
12,600.00
0.15
kg
Kawat Ø 4 mm
6,500.00
7,000.00
975.00
1,050.00
1.05
bh
Ramset
21,500.00
22,000.00
22,575.00
23,100.00
1.5
lmb
Akuatik 60 x 120 cm
41,000.00
42,000.00
61,500.00
63,000.00
171,650.00
183,425.00
A.4.5.1.9
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m1
17,165.00
18,342.50
Harga Satuan Pekerjaan (D+E)
188,815.00
201,767.50
List Langit-Langit Kayu Profil
13,882.00
15,004.00
7,440.00
8,230.00
A
Tenaga
10%
L.01
0.05
OH
Pekerja
60,000.00
65,000.00
3,000.00
3,250.00
L.02
0.05
OH
Tukang Kayu
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
5,180.00
5,410.00
1.05
m1
List Kayu Profil
0.01
Kg
Paku
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
file:///conversion/tmp/scratch/359386722.xls
10%
99/67
4,800.00
5,000.00
5,040.00
5,250.00
14,000.00
16,000.00
140.00
160.00
12,620.00
13,640.00
1,262.00
1,364.00
13,882.00
15,004.00 abk 9-14
HARGA BAHAN/UPAH No.
SNI
X
A.4.5.2
1
A.4.5.2.1
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN PENUTUP ATAP 1
m2
Pemasangan Atap Genteng Plentong Kecil
78,034.00
85,269.25
A
Tenaga
15,940.00
17,517.50
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.075
OH
Tukang Kayu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.0075
OH
Kepala Tukang
90,000.00
95,000.00
675.00
712.50
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
55,000.00
60,000.00
55,000.00
60,000.00
70,940.00
77,517.50
25
Buah
Genteng Plentong
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
2,200.00
2,400.00
10%
7,094.00
7,751.75
78,034.00
85,269.25
127,583.50
136,196.50
15,985.00
17,565.00
Overhead & Profit (contoh 10%)
2
A.4.5.2.2
1
Tenaga
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.075
OH
Tukang Kayu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.008
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
100,000.00
106,250.00
100,000.00
106,250.00
115,985.00
123,815.00
A.4.5.2.3
1
Buah
Genteng Kodok / Glasur
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
4,000.00
4,250.00
10%
11,598.50
12,381.50
127,583.50
136,196.50
Pemasangan Atap Genteng Plentong Super / Besar
84,903.50
89,941.50
A
Tenaga
15,985.00
17,565.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.075
OH
Tukang Kayu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.008
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
61,200.00
64,200.00
61,200.00
64,200.00
77,185.00
81,765.00
12
4
Pemasangan Atap Genteng Kodok / Glasur
A L.01
25
3
m2
Buah
Genteng Plentong Super / Besar
5,100.00
5,350.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m'
Pemasangan Genteng Bubung Plentong
A
Tenaga
L.01
0.4
OH
Pekerja
60,000.00
65,000.00
L.02
0.2
OH
Tukang Kayu
75,000.00
L.03
0.02
OH
Kepala Tukang
L.04
0.002
OH
Mandor
B
Bahan
A.4.5.2.4
file:///conversion/tmp/scratch/359386722.xls
7,718.50
8,176.50
84,903.50
89,941.50
115,060.00
122,881.00
40,960.00
45,070.00
24,000.00
26,000.00
85,000.00
15,000.00
17,000.00
90,000.00
95,000.00
1,800.00
1,900.00
80,000.00
85,000.00
160.00
170.00
63,640.00
66,640.00 46,000.00
10%
5
Buah
Genteng Bubung Plentong
9,000.00
9,200.00
45,000.00
8
Kg
Portland Semen
1,050.00
1,100.00
8,400.00
8,800.00
0.032
m3
Pasir Pasang
320,000.00
370,000.00
10,240.00
11,840.00
C
PERALATAN
D
Jumlah A + B + C
104,600.00
111,710.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/68
10,460.00
11,171.00
115,060.00
122,881.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
5
A.4.5.2.5
6
7
8
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
m'
Pemasangan Genteng Bubung Kodok / Glasur
A
Tenaga
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
101,310.00
109,681.00
40,960.00
45,070.00
L.01
0.4
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.2
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
B
Bahan
A.4.5.2.6
160.00
170.00
51,140.00
54,640.00 34,000.00
5
Buah
Genteng Bubung Kodok / Glasur
6,500.00
6,800.00
32,500.00
8
Kg
Portland Semen
1,050.00
1,100.00
8,400.00
8,800.00
0.032
m3
Pasir Pasang
320,000.00
370,000.00
10,240.00
11,840.00
C
PERALATAN
D
Jumlah A + B + C
92,100.00
99,710.00
E
Overhead & Profit (contoh 10%)
F
1
9,210.00
9,971.00
Harga Satuan Pekerjaan (D+E)
101,310.00
109,681.00
m'
Pemasangan Genteng Bubung Plentong Besar
105,160.00
112,761.00
A
Tenaga
40,960.00
45,070.00
10%
L.01
0.4
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.2
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
54,640.00
57,440.00 36,800.00
A.4.5.2.7
4
Buah
Genteng Bubung Plentong Besar
9,000.00
9,200.00
36,000.00
8
Kg
Portland Semen
1,050.00
1,100.00
8,400.00
8,800.00
0.032
m3
Pasir Pasang
320,000.00
370,000.00
10,240.00
11,840.00
C
PERALATAN
D
Jumlah A + B + C
95,600.00
102,510.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
10%
9,560.00
10,251.00
105,160.00
112,761.00
Pemasangan Roof Light Fibreglass 90 x 180
99,346.50
110,940.50
A
Tenaga
14,615.00
16,055.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.067
OH
Tukang Kayu
75,000.00
85,000.00
5,025.00
5,695.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
75,700.00
84,800.00
A.4.5.2.8
0.6
Lbr
Rooflight 90 x 180
0.05
Kg
Paku Biasa
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
125,000.00
140,000.00
75,000.00
84,000.00
14,000.00
16,000.00
700.00
800.00
90,315.00
100,855.00
9,031.50
10,085.50
Harga Satuan Pekerjaan (D+E)
99,346.50
110,940.50
Pemasangan Atap Asbes Gelombang (2,50x0,92 m) x 5 mm
58,294.50
65,444.50
10%
1
m2 A
Tenaga
15,385.00
16,915.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.075
OH
Tukang Kayu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.008
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
37,610.00
42,580.00
file:///conversion/tmp/scratch/359386722.xls
0.5
Lbr
Asbes Gelombang
71,500.00
81,200.00
35,750.00
40,600.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
52,995.00
59,495.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/69
5,299.50
5,949.50
58,294.50
65,444.50
abk 10-14
HARGA BAHAN/UPAH No.
SNI
9
A.4.5.2.9
10
11
12
SAT.
URAIAN PEKERJAAN
1
m2
Pemasangan Atap Asbes Gelombang (2,25x0,92 m) x 5 mm
A
Tenaga
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
L.02
0.07
OH
Tukang Kayu
75,000.00
L.03
0.007
OH
Kepala Tukang
L.04
0.007
OH
Mandor
B
Bahan
0.6
Lbr
0.12
KODE
KOEF
A.4.5.2.10
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
60,280.00
67,771.00
14,840.00
16,310.00
8,400.00
9,100.00
85,000.00
5,250.00
5,950.00
90,000.00
95,000.00
630.00
665.00
80,000.00
85,000.00
560.00
595.00
39,960.00
45,300.00
Asbes Gelombang
63,500.00
72,200.00
38,100.00
43,320.00
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
54,800.00
61,610.00
E
Overhead & Profit (contoh 10%)
F
5,480.00
6,161.00
Harga Satuan Pekerjaan (D+E)
60,280.00
67,771.00
Pemasangan Atap Asbes Gelombang (2,00x0,92 m) x 5 mm
60,280.00
67,771.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
39,960.00
45,300.00
A.4.5.2.11
0.6
Lbr
Asbes Gelombang
63,500.00
72,200.00
38,100.00
43,320.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
54,800.00
61,610.00
E
Overhead & Profit (contoh 10%)
F
5,480.00
6,161.00
Harga Satuan Pekerjaan (D+E)
60,280.00
67,771.00
Pemasangan Atap Asbes Gelombang (1,80x0,92 m) x 5 mm
67,870.00
71,269.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
46,860.00
48,480.00
A.4.5.2.12
0.75
Lbr
Asbes Gelombang
60,000.00
62,000.00
45,000.00
46,500.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
61,700.00
64,790.00
E
Overhead & Profit (contoh 10%)
F
1
6,170.00
6,479.00
Harga Satuan Pekerjaan (D+E)
67,870.00
71,269.00
Pemasangan Atap Asbes Gelombang (3,00x1,05 m) x 4 mm
49,170.00
52,844.00
A
Tenaga
14,840.00
16,310.00
m2
10%
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
29,860.00
31,730.00
file:///conversion/tmp/scratch/359386722.xls
0.35
Lbr
Asbes Gelombang
80,000.00
85,000.00
28,000.00
29,750.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
44,700.00
48,040.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/70
4,470.00
4,804.00
49,170.00
52,844.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
13
A.4.5.2.13
14
15
16
17
SAT.
URAIAN PEKERJAAN
1
m2
Pemasangan Atap Asbes Gelombang (2,70x1,05 m) x 4 mm
A
Tenaga
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
L.02
0.07
OH
Tukang Kayu
75,000.00
L.03
0.007
OH
Kepala Tukang
L.04
0.007
OH
Mandor
B
Bahan
KODE
KOEF
A.4.5.2.14
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
53,482.00
55,462.00
14,840.00
16,310.00
8,400.00
9,100.00
85,000.00
5,250.00
5,950.00
90,000.00
95,000.00
630.00
665.00
80,000.00
85,000.00
560.00
595.00
33,780.00
34,110.00
0.42
Lbr
Asbes Gelombang
76,000.00
76,500.00
31,920.00
32,130.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
48,620.00
50,420.00
E
Overhead & Profit (contoh 10%)
F
4,862.00
5,042.00
Harga Satuan Pekerjaan (D+E)
53,482.00
55,462.00
Pemasangan Atap Asbes Gelombang (2,40x1,05 m) x 4 mm
49,830.00
53,031.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
30,460.00
31,900.00
A.4.5.2.15
0.44
Lbr
Asbes Gelombang
65,000.00
68,000.00
28,600.00
29,920.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
45,300.00
48,210.00
E
Overhead & Profit (contoh 10%)
F
4,530.00
4,821.00
Harga Satuan Pekerjaan (D+E)
49,830.00
53,031.00
Pemasangan Atap Asbes Gelombang (2,10x1,05 m) x 4 mm
51,469.00
53,779.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
31,950.00
32,580.00
A.4.5.2.16
0.51
Lbr
Asbes Gelombang
59,000.00
60,000.00
30,090.00
30,600.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
46,790.00
48,890.00
E
Overhead & Profit (contoh 10%)
F
4,679.00
4,889.00
Harga Satuan Pekerjaan (D+E)
51,469.00
53,779.00
Pemasangan Atap Asbes Gelombang (1,50x1,05 m) x 4 mm
55,330.00
59,719.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
35,460.00
37,980.00
A.4.5.2.17
0.80
Lbr
Asbes Gelombang
42,000.00
45,000.00
33,600.00
36,000.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
50,300.00
54,290.00
E
Overhead & Profit (contoh 10%)
F
5,030.00
5,429.00
Harga Satuan Pekerjaan (D+E)
55,330.00
59,719.00
Pemasangan Atap Asbes Gelombang (3,00x1,08 m) x 6 mm
60,291.00
62,854.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
39,970.00
40,830.00
38,110.00
38,850.00
0.37 file:///conversion/tmp/scratch/359386722.xls
Lbr
Asbes Gelombang
103,000.00 99/71
105,000.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF 0.12
file:///conversion/tmp/scratch/359386722.xls
SAT. Kg
URAIAN PEKERJAAN Paku Pancing 60 x 230
MINIMUM Rp 15,500.00
99/72
MAKSIMUM Rp 16,500.00
JUMLAH MINIMUM Rp 1,860.00
MAKSIMUM Rp 1,980.00
abk 10-14
HARGA BAHAN/UPAH No.
18
19
20
21
SNI
KODE
KOEF
A.4.5.2.18
URAIAN PEKERJAAN
SAT. C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 54,810.00
MAKSIMUM Rp 57,140.00
5,481.00
5,714.00
Harga Satuan Pekerjaan (D+E)
60,291.00
62,854.00
Pemasangan Atap Asbes Gelombang (2,70x1,08 m) x 6 mm
63,646.00
66,319.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
43,020.00
43,980.00
A.4.5.2.19
0.42
Lbr
Asbes Gelombang
98,000.00
100,000.00
41,160.00
42,000.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
57,860.00
60,290.00
E
Overhead & Profit (contoh 10%)
F
5,786.00
6,029.00
Harga Satuan Pekerjaan (D+E)
63,646.00
66,319.00
Pemasangan Atap Asbes Gelombang (2,40x1,08 m) x 6 mm
60,478.00
63,679.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
40,140.00
41,580.00
A.4.5.2.20
0.44
Lbr
Asbes Gelombang
87,000.00
90,000.00
38,280.00
39,600.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
54,980.00
57,890.00
E
Overhead & Profit (contoh 10%)
F
5,498.00
5,789.00
Harga Satuan Pekerjaan (D+E)
60,478.00
63,679.00
Pemasangan Atap Asbes Gelombang (2,10x1,08 m) x 6 mm
61,490.00
64,856.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
41,060.00
42,650.00
A.4.5.2.21
0.49
Lbr
Asbes Gelombang
80,000.00
83,000.00
39,200.00
40,670.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
55,900.00
58,960.00
E
Overhead & Profit (contoh 10%)
F
5,590.00
5,896.00
Harga Satuan Pekerjaan (D+E)
61,490.00
64,856.00
Pemasangan Atap Asbes Gelombang (1,80x1,08 m) x 6 mm
65,395.00
68,398.00
10%
1
m2 A
Tenaga
14,840.00
16,310.00
L.01
0.14
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
44,610.00
45,870.00
file:///conversion/tmp/scratch/359386722.xls
0.57
Lbr
Asbes Gelombang
75,000.00
77,000.00
42,750.00
43,890.00
0.12
Kg
Paku Pancing 60 x 230
15,500.00
16,500.00
1,860.00
1,980.00
C
PERALATAN
D
Jumlah A + B + C
59,450.00
62,180.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/73
5,945.00
6,218.00
65,395.00
68,398.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
22
A.4.5.2.30
23
24
25
26
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
m2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
Pemasangan Atap Genteng Beton
96,382.00
110,858.00
A
Tenaga
21,200.00
23,300.00
L.01
0.2
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
B
Bahan
66,420.00
77,480.00
A.4.5.2.31
11
Lbr
Genteng Beton Standrad
0.03
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
6,000.00
7,000.00
66,000.00
77,000.00
14,000.00
16,000.00
420.00
480.00
87,620.00
100,780.00
10%
Pemasangan Atap Genteng Aspal
A
Tenaga
8,762.00
10,078.00
96,382.00
110,858.00
208,384.00
230,576.50
35,570.00
39,635.00
L.01
0.2
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.3
OH
Tukang Kayu
75,000.00
85,000.00
22,500.00
25,500.00
L.03
0.003
OH
Kepala Tukang
90,000.00
95,000.00
270.00
285.00
L.04
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
B
Bahan
153,870.00
169,980.00
A.4.5.2.32
6.9
Buah
Genteng Aspal
18,000.00
20,000.00
124,200.00
138,000.00
0.35
lbr
Plywood 6 mm
75,000.00
80,000.00
26,250.00
28,000.00
0.03
kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
420.00
480.00
0.50
buah
Plastic Aerotor
6,000.00
7,000.00
3,000.00
3,500.00
C
PERALATAN
D
Jumlah A + B + C
189,440.00
209,615.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
10%
18,944.00
20,961.50
208,384.00
230,576.50
Pemasangan Atap Genteng Metal
82,500.00
96,470.00
A
Tenaga
21,200.00
23,300.00
L.01
0.2
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
B
Bahan
53,800.00
64,400.00
A.4.5.2.34
1.02
m2
Genteng Metal
50,000.00
60,000.00
51,000.00
61,200.00
0.20
Kg
Paku Biasa Ø ½" - 1"
14,000.00
16,000.00
2,800.00
3,200.00
C
PERALATAN
D
Jumlah A + B + C
75,000.00
87,700.00
E
Overhead & Profit (contoh 10%)
F 1
7,500.00
8,770.00
Harga Satuan Pekerjaan (D+E)
82,500.00
96,470.00
10%
Pemasangan Atap Sirap
98,890.00
104,824.50
A
Tenaga
31,600.00
35,095.00
m2
L.01
0.166
OH
Pekerja
60,000.00
65,000.00
9,960.00
10,790.00
L.02
0.25
OH
Tukang Kayu
75,000.00
85,000.00
18,750.00
21,250.00
L.03
0.025
OH
Kepala Tukang
90,000.00
95,000.00
2,250.00
2,375.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
58,300.00
60,200.00
A.4.5.2.35
30
Lbr
Genteng Sirap
0.2
Kg
Paku Biasa 1/2" - 1"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m'
Pemasangan Nok Genteng Beton
A
Tenaga
1
1,850.00
1,900.00
55,500.00
57,000.00
14,000.00
16,000.00
2,800.00
3,200.00
89,900.00
95,295.00
10%
8,990.00
9,529.50
98,890.00
104,824.50
103,873.00
116,732.00
42,400.00
46,600.00
L.01
0.4
OH
Pekerja
60,000.00
65,000.00
24,000.00
26,000.00
L.02
0.2
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.02
OH
Mandor
80,000.00
85,000.00
1,600.00
1,700.00
B
Bahan
52,030.00
59,520.00 35,000.00
file:///conversion/tmp/scratch/359386722.xls
3.5
Buah
0.05
Kg
Nok Genteng Beton Paku Biasa 2" - 5"
10.8
Kg
Portland Semen
0.032
m3
Pasir Pasang
1
Kg
Semen Warna
99/74
8,500.00
10,000.00
29,750.00
14,000.00
16,000.00
700.00
800.00
1,050.00
1,100.00
11,340.00
11,880.00
320,000.00
370,000.00
10,240.00
11,840.00
11,000.00
15,000.00
11,000.00
15,000.00
abk 10-14
HARGA BAHAN/UPAH No.
27
28
29
30
SNI
KODE
KOEF
A.4.5.2.36
URAIAN PEKERJAAN
SAT.
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 94,430.00
MAKSIMUM Rp 106,120.00
9,443.00
10,612.00
Harga Satuan Pekerjaan (D+E)
103,873.00
116,732.00
m'
Pemasangan Nok Genteng Aspal
115,423.00
125,081.00
A
Tenaga
28,980.00
32,260.00
10%
L.01
0.125
OH
Pekerja
60,000.00
65,000.00
7,500.00
8,125.00
L.02
0.250
OH
Tukang Kayu
75,000.00
85,000.00
18,750.00
21,250.00
L.03
0.025
OH
Kepala Tukang
90,000.00
95,000.00
2,250.00
2,375.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
75,950.00
81,450.00 60,000.00
2.0
Buah
Nok Genteng Beton
28,000.00
30,000.00
56,000.00
0.05
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
700.00
800.00
0.0035
m3
Balok Kayu
5,500,000.00
5,900,000.00
19,250.00
20,650.00
104,930.00
113,710.00
A.4.5.2.37
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m' A
10,493.00
11,371.00
115,423.00
125,081.00
Pemasangan Nok Genteng Metal
56,474.00
62,788.00
Tenaga
28,640.00
31,530.00
10%
L.01
0.250
OH
Pekerja
60,000.00
65,000.00
15,000.00
16,250.00
L.02
0.150
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.013
OH
Mandor
80,000.00
85,000.00
1,040.00
1,105.00
B
Bahan
22,700.00
25,550.00
A.4.5.2.38
1.1
Buah
Nok Genteng
20,000.00
22,500.00
22,000.00
24,750.00
0.05
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
700.00
800.00
C
PERALATAN
D
Jumlah A + B + C
51,340.00
57,080.00
E
Overhead & Profit (contoh 10%)
F
1
5,134.00
5,708.00
Harga Satuan Pekerjaan (D+E)
56,474.00
62,788.00
m'
Pemasangan Nok Sirap
45,232.00
50,622.00
A
Tenaga
28,980.00
32,260.00
10%
L.01
0.125
OH
Pekerja
60,000.00
65,000.00
7,500.00
8,125.00
L.02
0.25
OH
Tukang Kayu
75,000.00
85,000.00
18,750.00
21,250.00
L.03
0.025
OH
Kepala Tukang
90,000.00
95,000.00
2,250.00
2,375.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
12,140.00
13,760.00
A.4.5.2.39
0.4
Lbr
Seng Plaat 3" x 6" BJLS 28
26,500.00
30,000.00
10,600.00
12,000.00
0.06
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
840.00
960.00
0.05
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
700.00
800.00
C
PERALATAN
D
Jumlah A + B + C
41,120.00
46,020.00
E
Overhead & Profit (contoh 10%)
F
1
m2
4,112.00
4,602.00
Harga Satuan Pekerjaan (D+E)
45,232.00
50,622.00
10%
Pemasangan Atap Seng Gelombang
34,705.00
38,830.00
A
Tenaga
12,720.00
13,980.00
L.01
0.12
OH
Pekerja
60,000.00
65,000.00
7,200.00
7,800.00
L.02
0.06
OH
Tukang Kayu
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
18,830.00
21,320.00
file:///conversion/tmp/scratch/359386722.xls
0.7
Lbr
Seng Gelombang 3" x 6" BJLS 28
26,500.00
30,000.00
18,550.00
21,000.00
0.02
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
280.00
320.00
C
PERALATAN
D
Jumlah A + B + C
31,550.00
35,300.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/75
3,155.00
3,530.00
34,705.00
38,830.00
abk 10-14
HARGA BAHAN/UPAH No.
SNI
31
A.4.5.2.40
32
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
m'
Pemasangan Atap Nok Seng
26,257.00
29,166.50
A
Tenaga
15,360.00
16,875.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.07
OH
Tukang Kayu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
8,510.00
9,640.00
A.4.5.2.43
0.3
Lbr
Seng Plaat 3" x 6" BJLS 28
26,500.00
30,000.00
7,950.00
9,000.00
0.04
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
560.00
640.00
C
PERALATAN
D
Jumlah A + B + C
23,870.00
26,515.00
E
Overhead & Profit (contoh 10%)
F
1
m2
2,387.00
2,651.50
Harga Satuan Pekerjaan (D+E)
26,257.00
29,166.50
10%
Pasang Allumunium Foil / Sisalation
23,886.50
25,910.50
A
Tenaga
13,840.00
15,155.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.05
OH
Tukang Kayu
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
7,875.00
8,400.00
7,875.00
8,400.00
21,715.00
23,555.00
1.05
file:///conversion/tmp/scratch/359386722.xls
m2
Sisalation / Allumunium Foil
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
7,500.00
10%
99/76
8,000.00
2,171.50
2,355.50
23,886.50
25,910.50
abk 10-14
HARGA BAHAN/UPAH No.
SNI
XI
A.4.6.1
1
A.4.6.1.1
2
KODE
KOEF
URAIAN PEKERJAAN
SAT.
HARGA SATUAN PEKERJAAN
MAKSIMUM
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
K A Y U
Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas I
1
m3 A
Tenaga
L.01
7
OH
Pekerja
60,000.00
65,000.00
420,000.00
455,000.00
L.02
21
OH
Tukang Kayu
75,000.00
85,000.00
1,575,000.00
1,785,000.00
L.03
2.10
OH
Kepala Tukang
90,000.00
95,000.00
189,000.00
199,500.00
L.04
0.35
OH
Mandor
80,000.00
85,000.00
28,000.00
29,750.00
B
Bahan
22,034,500.00
22,590,000.00
A.4.6.1.2
2,212,000.00
2,469,250.00
m3
Kayu Klas I (Jati) , Balok
20,000,000.00
20,500,000.00
22,000,000.00
22,550,000.00
kg
Paku Biasa 2" - 5 "
14,000.00
16,000.00
17,500.00
20,000.00
1
kg
Lem Kayu
17,000.00
20,000.00
17,000.00
20,000.00
C
PERALATAN
D
Jumlah A + B + C
24,246,500.00
25,059,250.00
E
Overhead & Profit (contoh 10%)
F
2,424,650.00
2,505,925.00
Harga Satuan Pekerjaan (D+E)
26,671,150.00
27,565,175.00
Pembuatan & Pemasangan Kosen Pintu & Jendela Kayu klas II atau III
11,231,550.00
12,272,150.00
1,896,000.00
2,116,500.00
10%
1
m3
L.01
6.00
OH
Pekerja
60,000.00
65,000.00
360,000.00
390,000.00
L.02
18.00
OH
Tukang Kayu
75,000.00
85,000.00
1,350,000.00
1,530,000.00
L.03
1.80
OH
Kepala Tukang
90,000.00
95,000.00
162,000.00
171,000.00
L.04
0.30
OH
Mandor
80,000.00
85,000.00
24,000.00
25,500.00
8,314,500.00
9,040,000.00
A.4.6.1.3
1.2
m3
Kayu Klas II (Kamfer) , Balok
6,900,000.00
7,500,000.00
8,280,000.00
9,000,000.00
1.25
kg
Paku Biasa 2" - 5 "
14,000.00
16,000.00
17,500.00
20,000.00
1
kg
Lem Kayu
17,000.00
20,000.00
17,000.00
20,000.00
C
PERALATAN
D
Jumlah A + B + C
10,210,500.00
11,156,500.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pembuatan & Pemasangan Pintu KlampStandard Kayu Klas II (Kayu Kamfer)
1,021,050.00
1,115,650.00
11,231,550.00
12,272,150.00
439,274.00
479,935.50
1
m2 A
Tenaga
110,640.00
123,505.00
L.01
0.35
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
1.05
OH
Tukang Kayu
75,000.00
85,000.00
78,750.00
89,250.00
L.03
0.105
OH
Kepala Tukang
90,000.00
95,000.00
9,450.00
9,975.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
288,700.00
312,800.00
A.4.6.1.4
0.040
m3
Kayu Klas II (Kamfer), papan
0.05
Kg
Paku Biasa 2" - 5 "
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
7,200,000.00
7,800,000.00
288,000.00
312,000.00
14,000.00
16,000.00
700.00
800.00
399,340.00
436,305.00
39,934.00
43,630.50
Harga Satuan Pekerjaan (D+E)
439,274.00
479,935.50
Pembuatan & Pemasangan Daun Pintu Klamp Sederhana Kayu Klas III
439,274.00
479,935.50
10%
1
m2
110,640.00
123,505.00
L.01
0.35
OH
Pekerja
60,000.00
65,000.00
21,000.00
22,750.00
L.02
1.05
OH
Tukang Kayu
75,000.00
85,000.00
78,750.00
89,250.00
L.03
0.105
OH
Kepala Tukang
90,000.00
95,000.00
9,450.00
9,975.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
288,700.00
312,800.00
Tenaga
Bahan
5
27,565,175.00
1.1
Bahan
4
26,671,150.00
1.25
Tenaga
3
JUMLAH
MINIMUM
A.4.6.1.5
0.040
m3
Kayu Klas II (Kamfer), papan
0.05
Kg
Paku Biasa 2" - 5 "
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
7,200,000.00
7,800,000.00
288,000.00
312,000.00
14,000.00
16,000.00
700.00
800.00
399,340.00
436,305.00
39,934.00
43,630.50
Harga Satuan Pekerjaan (D+E)
439,274.00
479,935.50
Pembuatan & Pemasangan Daun Pintu Panel, Kayu Klas I atau II
665,335.00
732,325.00
A
Tenaga
316,000.00
352,750.00
m2
10%
L.01
1.00
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
3.00
OH
Tukang Kayu
75,000.00
85,000.00
225,000.00
255,000.00
L.03
0.30
OH
Kepala Tukang
90,000.00
95,000.00
27,000.00
28,500.00
L.04
0.05
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
Bahan
288,850.00
313,000.00
file:///conversion/tmp/scratch/359386722.xls
0.04
m3
Kayu Klas II (Kamfer), papan
0.050
kg
Lem Kayu
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/77
7,200,000.00
7,800,000.00
288,000.00
312,000.00
17,000.00
20,000.00
850.00
1,000.00
604,850.00
665,750.00
60,485.00
66,575.00
665,335.00
732,325.00 abk 11-14
HARGA BAHAN/UPAH No.
6
7
8
9
10
SNI
KODE
KOEF
A.4.6.1.6
URAIAN PEKERJAAN
SAT.
1
JUMLAH
MINIMUM
MAKSIMUM
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
Pembuatan & Pemasangan Pintu & Jendela Kaca Kayu Klas I atau II
473,770.00
522,940.00
A
Tenaga
252,800.00
282,200.00
m2
L.01
0.800
OH
Pekerja
60,000.00
65,000.00
48,000.00
52,000.00
L.02
2.400
OH
Tukang Kayu
75,000.00
85,000.00
180,000.00
204,000.00
L.03
0.240
OH
Kepala Tukang
90,000.00
95,000.00
21,600.00
22,800.00
L.04
0.040
OH
Mandor
80,000.00
85,000.00
3,200.00
3,400.00
B
Bahan
177,900.00
193,200.00
A.4.6.1.7
0.024
m3
Kayu Klas II (Kamfer), papan
0.300
kg
Lem Kayu
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
7,200,000.00
7,800,000.00
172,800.00
187,200.00
17,000.00
20,000.00
5,100.00
6,000.00
430,700.00
475,400.00
10%
Pembuatan & Pemasangan Pintu & Jendela Jalusi Kayu Klas I atau II (jati)
43,070.00
47,540.00
473,770.00
522,940.00
1,905,750.00
2,018,225.00
316,000.00
352,750.00
1
m2 A
Tenaga
L.01
1
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
3
OH
Tukang Kayu
75,000.00
85,000.00
225,000.00
255,000.00
L.03
0.3
OH
Kepala Tukang
90,000.00
95,000.00
27,000.00
28,500.00
L.04
0.05
OH
Mandor
80,000.00
85,000.00
4,000.00
4,250.00
B
Bahan
1,416,500.00
1,482,000.00
A.4.6.1.8
0.064
m3
Kayu Klas I (Jati), papan
0.5
kg
Lem Kayu
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
22,000,000.00
23,000,000.00
1,408,000.00
1,472,000.00
17,000.00
20,000.00
8,500.00
10,000.00
1,732,500.00
1,834,750.00
10%
Pembuatan&Pemasangan Pintu kayu lapis (Plywood) Rangkap rangka Kayu Klas II (lbr s/d 90 cm)
173,250.00
183,475.00
1,905,750.00
2,018,225.00
522,632.00
574,645.50
221,200.00
246,925.00
1
m2 A
Tenaga
L.01
0.700
OH
Pekerja
60,000.00
65,000.00
42,000.00
45,500.00
L.02
2.100
OH
Tukang Kayu
75,000.00
85,000.00
157,500.00
178,500.00
L.03
0.210
OH
Kepala Tukang
90,000.00
95,000.00
18,900.00
19,950.00
L.04
0.035
OH
Mandor
80,000.00
85,000.00
2,800.00
2,975.00
B
Bahan
253,920.00
275,480.00 195,000.00
A.4.6.1.9
0.025
m3
Kayu Klas II (Kamfer), papan
7,200,000.00
7,800,000.00
180,000.00
0.030
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
420.00
480.00
0.500
Ltr
Lem Kayu
17,000.00
20,000.00
8,500.00
10,000.00
1.000
Lbr
Plywood tebal 4 mm uk.90x220cm
65,000.00
70,000.00
65,000.00
70,000.00
475,120.00
522,405.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
47,512.00
52,240.50
Harga Satuan Pekerjaan (D+E)
522,632.00
574,645.50
Pembuatan&Pemasangan Pintu Plywood rangkap, rangka expose kayu klas I atau II
562,144.00
618,596.00
A
Tenaga
252,800.00
282,200.00
m2
10%
L.01
0.800
OH
Pekerja
60,000.00
65,000.00
48,000.00
52,000.00
L.02
2.400
OH
Tukang Kayu
75,000.00
85,000.00
180,000.00
204,000.00
L.03
0.240
OH
Kepala Tukang
90,000.00
95,000.00
21,600.00
22,800.00
L.04
0.040
OH
Mandor
80,000.00
85,000.00
3,200.00
3,400.00
B
Bahan
258,240.00
280,160.00 199,680.00
A.4.6.1.10
0.0256
m3
Kayu Klas II (Kamfer), papan
7,200,000.00
7,800,000.00
184,320.00
0.03
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
420.00
480.00
0.5
Ltr
Lem Kayu
17,000.00
20,000.00
8,500.00
10,000.00
1
Lbr
Plywood tebal 4 mm uk.90x220cm
65,000.00
70,000.00
65,000.00
70,000.00
511,040.00
562,360.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pembuatan & Pemasangan Jalusi mati Kosen Kayu Klas I atau II
51,104.00
56,236.00
562,144.00
618,596.00
1,712,810.00
1,807,767.50
235,000.00
261,025.00
1
m2 A
Tenaga
L.01
0.670
OH
Pekerja
60,000.00
65,000.00
40,200.00
43,550.00
L.02
2.000
OH
Tukang Kayu
75,000.00
85,000.00
150,000.00
170,000.00
L.03
0.200
OH
Kepala Tukang
90,000.00
95,000.00
18,000.00
19,000.00
L.04
0.335
OH
Mandor
80,000.00
85,000.00
26,800.00
28,475.00
B
Bahan
1,322,100.00
1,382,400.00
file:///conversion/tmp/scratch/359386722.xls
0.06
m3
Kayu Klas I (Jati), papan
0.15
Kg
Paku Biasa 1/2" - 1"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/78
22,000,000.00
23,000,000.00
1,320,000.00
1,380,000.00
14,000.00
16,000.00
2,100.00
2,400.00
1,557,100.00
1,643,425.00
155,710.00
164,342.50
1,712,810.00
1,807,767.50 abk 11-14
HARGA BAHAN/UPAH No.
11
12
13
14
15
SNI
KODE
KOEF
A.4.6.1.11
URAIAN PEKERJAAN
SAT.
1
JUMLAH
MINIMUM
MAKSIMUM
MINIMUM
MAKSIMUM
Rp
Rp
Rp
Rp
Pembuatan & Pemasangan Pintu Teakwood Rangkap, Rangka Expose Kayu Klas I
960,652.00
1,027,048.00
A
Tenaga
252,800.00
282,200.00
m2
L.01
0.80
OH
Pekerja
60,000.00
65,000.00
48,000.00
52,000.00
L.02
2.40
OH
Tukang Kayu
75,000.00
85,000.00
180,000.00
204,000.00
L.03
0.24
OH
Kepala Tukang
90,000.00
95,000.00
21,600.00
22,800.00
L.04
0.04
OH
Mandor
80,000.00
85,000.00
3,200.00
3,400.00
B
Bahan
620,520.00
651,480.00 575,000.00
A.4.6.1.12
0.025
m3
Kayu Klas I (Jati), papan
22,000,000.00
23,000,000.00
550,000.00
0.03
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
420.00
480.00
0.3
kg
Lem Kayu
17,000.00
20,000.00
5,100.00
6,000.00
1
Lbr
Teakwood (90 x 220) cm x 4 mm
65,000.00
70,000.00
65,000.00
70,000.00
873,320.00
933,680.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
87,332.00
93,368.00
Harga Satuan Pekerjaan (D+E)
960,652.00
1,027,048.00
Pembuatan & Pemasangan Pintu Teakwood Rangkap Lapis Formika, Rangka expose Kayu Klas II
604,362.00
664,906.00
268,640.00
299,880.00
10%
1
m2 A
Tenaga
L.01
0.850
OH
Pekerja
60,000.00
65,000.00
51,000.00
55,250.00
L.02
2.550
OH
Tukang Kayu
75,000.00
85,000.00
191,250.00
216,750.00
L.03
0.255
OH
Kepala Tukang
90,000.00
95,000.00
22,950.00
24,225.00
L.04
0.043
OH
Mandor
80,000.00
85,000.00
3,440.00
3,655.00
B
Bahan
280,780.00
304,580.00 195,000.00
A.4.6.1.13
0.025
m3
Kayu Klas II (Kamfer), papan
7,200,000.00
7,800,000.00
180,000.00
0.03
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
420.00
480.00
0.08
kg
Lem Kayu
17,000.00
20,000.00
1,360.00
1,600.00
1
Lbr
Teakwood (90 x 220) cm x 4 mm
65,000.00
70,000.00
65,000.00
70,000.00
0.5
Lbr
Formika
68,000.00
75,000.00
34,000.00
37,500.00
549,420.00
604,460.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pembuatan&Memasang Konstruksi Kuda-kuda Konvensional Kayu I; II & III Bentang 6 meter
54,942.00
60,446.00
604,362.00
664,906.00
10,023,640.00
10,931,910.00
1,264,000.00
1,411,000.00
1
m3 A
Tenaga
L.01
4
OH
Pekerja
60,000.00
65,000.00
240,000.00
260,000.00
L.02
12
OH
Tukang Kayu
75,000.00
85,000.00
900,000.00
1,020,000.00
L.03
1.2
OH
Kepala Tukang
90,000.00
95,000.00
108,000.00
114,000.00
L.04
0.2
OH
Mandor
80,000.00
85,000.00
16,000.00
17,000.00
B
Bahan
7,848,400.00
8,527,100.00
A.4.6.1.14
1.1
m3
Kayu Kamfer, balok
6,900,000.00
7,500,000.00
7,590,000.00
8,250,000.00
15
Kg
Besi Strip
12,000.00
12,500.00
180,000.00
187,500.00
5.6
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
78,400.00
89,600.00
C
PERALATAN
D
Jumlah A + B + C
9,112,400.00
9,938,100.00
E
Overhead & Profit (contoh 10%)
F
1
m3
911,240.00
993,810.00
Harga Satuan Pekerjaan (D+E)
10,023,640.00
10,931,910.00
Pembuatan&Pemasangan Konstruksi Kuda-kuda Expose, Kayu Klas I
29,013,160.00
29,964,577.50
2,117,200.00
2,363,425.00
A
Tenaga
10%
L.01
6.7
OH
Pekerja
60,000.00
65,000.00
402,000.00
435,500.00
L.02
20.1
OH
Tukang Kayu
75,000.00
85,000.00
1,507,500.00
1,708,500.00
L.03
2.01
OH
Kepala Tukang
90,000.00
95,000.00
180,900.00
190,950.00
L.04
0.335
OH
Mandor
80,000.00
85,000.00
26,800.00
28,475.00
B
Bahan
24,258,400.00
24,877,100.00
A.4.6.1.15
1.2
m3
Kayu Klas I (jati), balok
20,000,000.00
20,500,000.00
24,000,000.00
24,600,000.00
15
Kg
Besi Strip
12,000.00
12,500.00
180,000.00
187,500.00
5.6
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
78,400.00
89,600.00
C
PERALATAN
D
Jumlah A + B + C
26,375,600.00
27,240,525.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m3
10%
Pemasangan konstruksi Gording, Kayu Klas II
A
Tenaga
2,637,560.00
2,724,052.50
29,013,160.00
29,964,577.50
9,427,440.00
10,265,310.00
758,400.00
846,600.00
L.01
2.4
OH
Pekerja
60,000.00
65,000.00
144,000.00
156,000.00
L.02
7.2
OH
Tukang Kayu
75,000.00
85,000.00
540,000.00
612,000.00
L.03
0.72
OH
Kepala Tukang
90,000.00
95,000.00
64,800.00
68,400.00
L.04
0.12
OH
Mandor
80,000.00
85,000.00
9,600.00
10,200.00
file:///conversion/tmp/scratch/359386722.xls
99/79
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
16
17
18
19
20
A.4.6.1.16
URAIAN PEKERJAAN
SAT.
JUMLAH
MINIMUM
MAKSIMUM
MINIMUM
Rp
Rp
Rp
Bahan
MAKSIMUM Rp
7,812,000.00
8,485,500.00
1.1
m3
Kayu Klas I (Kamfer), balok
6,900,000.00
7,500,000.00
7,590,000.00
8,250,000.00
15
Kg
Besi Strip
12,000.00
12,500.00
180,000.00
187,500.00
3
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
42,000.00
48,000.00
C
PERALATAN
D
Jumlah A + B + C
8,570,400.00
9,332,100.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
10%
Pemasangan Rangka Atap Genteng Keramik, Kayu Klas II
A
Tenaga
857,040.00
933,210.00
9,427,440.00
10,265,310.00
153,714.00
167,612.50
14,800.00
16,375.00
L.01
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
124,940.00
136,000.00
A.4.6.1.17
0.014
m3
Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm
6,900,000.00
7,500,000.00
96,600.00
105,000.00
0.0036
m3
Reng (2x3) cm
6,900,000.00
7,500,000.00
24,840.00
27,000.00
0.25
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
3,500.00
4,000.00
C
PERALATAN
D
Jumlah A + B + C
139,740.00
152,375.00
E
Overhead & Profit (contoh 10%)
F
13,974.00
15,237.50
Harga Satuan Pekerjaan (D+E)
153,714.00
167,612.50
Pemasangan Rangka Atap Genteng Beton, Kayu Klas II
181,038.00
197,312.50
10%
1
m2 A
Tenaga
14,800.00
16,375.00
L.01
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
149,780.00
163,000.00
A.4.6.1.18
0.014
m3
Kayu Klas II (Kamfer), Kaso-kaso (5x7) cm
6,900,000.00
7,500,000.00
96,600.00
105,000.00
0.0072
m3
Reng (2x3) cm
6,900,000.00
7,500,000.00
49,680.00
54,000.00
0.25
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
3,500.00
4,000.00
C
PERALATAN
D
Jumlah A + B + C
164,580.00
179,375.00
E
Overhead & Profit (contoh 10%)
F 1
m2
16,458.00
17,937.50
Harga Satuan Pekerjaan (D+E)
181,038.00
197,312.50
Pemasangan Rangka Atap Sirap, Kayu Klas II
128,876.00
140,635.00
17,760.00
19,650.00
A
Tenaga
10%
L.01
0.12
OH
Pekerja
60,000.00
65,000.00
7,200.00
7,800.00
L.02
0.12
OH
Tukang Kayu
75,000.00
85,000.00
9,000.00
10,200.00
L.03
0.012
OH
Kepala Tukang
90,000.00
95,000.00
1,080.00
1,140.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
99,400.00
108,200.00
A.4.6.1.19
0.014
m3
Kayu Klas II (Kamfer), balok
0.2
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
6,900,000.00
7,500,000.00
96,600.00
105,000.00
14,000.00
16,000.00
2,800.00
3,200.00
117,160.00
127,850.00
11,716.00
12,785.00
Harga Satuan Pekerjaan (D+E)
128,876.00
140,635.00
Pemasangan Rangka Langit-langit (50x1,00) m, kayu Klas II atau III
164,186.00
179,492.50
40,200.00
44,475.00
10%
1
m2 A
Tenaga
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.30
OH
Tukang Kayu
75,000.00
85,000.00
22,500.00
25,500.00
L.03
0.030
OH
Kepala Tukang
90,000.00
95,000.00
2,700.00
2,850.00
L.04
0.075
OH
Mandor
80,000.00
85,000.00
6,000.00
6,375.00
B
Bahan
109,060.00
118,700.00
A.4.6.1.20
0.0154
m3
Kayu Klas II (Kamfer), balok
0.2
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
6,900,000.00
7,500,000.00
106,260.00
115,500.00
14,000.00
16,000.00
2,800.00
3,200.00
149,260.00
163,175.00
14,926.00
16,317.50
Harga Satuan Pekerjaan (D+E)
164,186.00
179,492.50
Pemasangan Rangka Langit-langit (60x60) cm, kayu Klas II atau III
169,367.00
185,295.00
38,000.00
42,200.00
A
Tenaga
10%
L.01
0.2
OH
Pekerja
60,000.00
65,000.00
12,000.00
13,000.00
L.02
0.3
OH
Tukang Kayu
75,000.00
85,000.00
22,500.00
25,500.00
L.03
0.03
OH
Kepala Tukang
90,000.00
95,000.00
2,700.00
2,850.00
L.04
0.01
OH
Mandor
80,000.00
85,000.00
800.00
850.00
file:///conversion/tmp/scratch/359386722.xls
99/80
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
21
22
23
24
25
URAIAN PEKERJAAN
SAT.
m3
Kayu Klas II (Kamfer), balok
0.25
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
L.01
0.1
L.02
0.2
L.03 L.04
A.4.6.1.21
Rp
Rp
Rp
MAKSIMUM Rp
115,970.00
126,250.00
6,900,000.00
7,500,000.00
112,470.00
122,250.00
14,000.00
16,000.00
3,500.00
4,000.00
153,970.00
168,450.00 16,845.00
Harga Satuan Pekerjaan (D+E)
169,367.00
185,295.00
m'
Pemasangan Listplank Uk. (3x20)cm Kayu klas I atau II
288,420.00
303,407.50
A
Tenaga
23,200.00
25,825.00
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
0.020
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
239,000.00
250,000.00
m3
Kayu klas I (Jati), papan
0.10
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
L.01
0.1
L.02
0.2
L.03 L.04
A.4.6.1.23
MINIMUM
15,397.00
0.0108
A.4.6.1.22
MAKSIMUM
Bahan
0.0163
JUMLAH
MINIMUM
10%
22,000,000.00
23,000,000.00
237,600.00
248,400.00
14,000.00
16,000.00
1,400.00
1,600.00
262,200.00
275,825.00
26,220.00
27,582.50
Harga Satuan Pekerjaan (D+E)
288,420.00
303,407.50
m'
Pemasangan Listplank Uk. (3x30)cm Kayu klas I atau klas II
113,410.00
123,667.50
A
Tenaga
23,200.00
25,825.00
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
79,900.00
86,600.00
0.011
m3
Kayu klas II (Kamfer), papan
0.05
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
10%
7,200,000.00
7,800,000.00
79,200.00
85,800.00
14,000.00
16,000.00
700.00
800.00
103,100.00
112,425.00
10,310.00
11,242.50
Harga Satuan Pekerjaan (D+E)
113,410.00
123,667.50
Pemasangan Rangka Dinding Pemisah (60x120) cm Kayu klas II atau III
267,014.00
291,890.50
47,440.00
52,955.00
A
Tenaga
10%
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.45
OH
Tukang Kayu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
195,300.00
212,400.00
A.4.6.1.24
0.028
m3
Kayu klas II (Kamfer), balok
0.15
Kg
Paku Biasa 2" - 5"
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
6,900,000.00
7,500,000.00
193,200.00
210,000.00
14,000.00
16,000.00
2,100.00
2,400.00
242,740.00
265,355.00
24,274.00
26,535.50
Harga Satuan Pekerjaan (D+E)
267,014.00
291,890.50
Pemasangan Dinding Pemisah Teakwood Rangkap Rangka Kayu Klas II
338,976.00
370,430.50
47,440.00
52,955.00
A
Tenaga
10%
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.45
OH
Tukang Kayu
75,000.00
85,000.00
33,750.00
38,250.00
L.03
0.045
OH
Kepala Tukang
90,000.00
95,000.00
4,050.00
4,275.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
260,720.00
283,800.00 210,000.00
A.4.6.1.25
0.028
m3
Kayu klas II (Kamfer), balok
6,900,000.00
7,500,000.00
193,200.00
0.15
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
2,100.00
2,400.00
0.86
Lbr
Teakwood 120 x 240 cm tebal 4mm
65,000.00
70,000.00
55,900.00
60,200.00
0.56
Ltr
Lem
17,000.00
20,000.00
9,520.00
11,200.00
C
PERALATAN
D
Jumlah A + B + C
308,160.00
336,755.00
E
Overhead & Profit (contoh 10%)
F
30,816.00
33,675.50
Harga Satuan Pekerjaan (D+E)
338,976.00
370,430.50
Pemasangan Dinding Pemisah Plywood Rangkap Rangka Kayu Klas II
344,432.00
376,915.00
52,400.00
58,850.00
10%
1
m2 A
Tenaga
L.01
0.020
OH
Pekerja
60,000.00
65,000.00
1,200.00
1,300.00
L.02
0.600
OH
Tukang Kayu
75,000.00
85,000.00
45,000.00
51,000.00
L.03
0.060
OH
Kepala Tukang
90,000.00
95,000.00
5,400.00
5,700.00
L.04
0.010
OH
Mandor
80,000.00
85,000.00
800.00
850.00
file:///conversion/tmp/scratch/359386722.xls
99/81
abk 11-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
26
27
28
A.4.6.1.26
URAIAN PEKERJAAN
SAT.
JUMLAH
MINIMUM
MAKSIMUM
MINIMUM
Rp
Rp
Rp
Rp
260,720.00
283,800.00 210,000.00
Bahan
MAKSIMUM
0.028
m3
Kayu klas II (Kamfer), balok
6,900,000.00
7,500,000.00
193,200.00
0.15
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
2,100.00
2,400.00
0.86
Lbr
Plywood 120 x 240 cm tebal 4mm
65,000.00
70,000.00
55,900.00
60,200.00
0.56
Ltr
Lem
17,000.00
20,000.00
9,520.00
11,200.00
C
PERALATAN
D
Jumlah A + B + C
313,120.00
342,650.00
E
Overhead & Profit (contoh 10%)
F
31,312.00
34,265.00
Harga Satuan Pekerjaan (D+E)
344,432.00
376,915.00
Pemasangan Dinding Lambriziring dari Papan Kelas I
380,490.00
412,995.00
189,600.00
211,650.00
10%
1
m2 A
Tenaga
L.01
0.6
OH
Pekerja
60,000.00
65,000.00
36,000.00
39,000.00
L.02
1.8
OH
Tukang Kayu
75,000.00
85,000.00
135,000.00
153,000.00
L.03
0.18
OH
Kepala Tukang
90,000.00
95,000.00
16,200.00
17,100.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
156,300.00
163,800.00
A.4.6.1.27
0.007
m3
Kayu klas I (Jati), papan
22,000,000.00
23,000,000.00
154,000.00
161,000.00
0.1
Kg
Paku Biasa 2" - 5"
14,000.00
16,000.00
1,400.00
1,600.00
0.15
Kg
Paku Sekrup 3,5"
6,000.00
8,000.00
900.00
1,200.00
C
PERALATAN
D
Jumlah A + B + C
345,900.00
375,450.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
m2
10%
Pemasangan Dinding Lambriziring dari Plywood ukuran (120x240) cm
A
Tenaga
34,590.00
37,545.00
380,490.00
412,995.00
35,887.50
41,409.50
7,925.00
8,845.00
L.01
0.025
OH
Pekerja
60,000.00
65,000.00
1,500.00
1,625.00
L.02
0.075
OH
Tukang Kayu
75,000.00
85,000.00
5,625.00
6,375.00
L.03
0.0080
OH
Kepala Tukang
90,000.00
95,000.00
720.00
760.00
L.04
0.0010
OH
Mandor
80,000.00
85,000.00
80.00
85.00
B
Bahan
24,700.00
28,800.00
A.4.6.1.28
0.4
Lbr
Plywood (120 X 240) cm x 4mm
60,000.00
70,000.00
24,000.00
28,000.00
0.05
Kg
Paku Biasa 1/2" - 1"
14,000.00
16,000.00
700.00
800.00
C
PERALATAN
D
Jumlah A + B + C
32,625.00
37,645.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pemasangan Dinding Bilik, Rangka Kayu Klas III atau IV
3,262.50
3,764.50
35,887.50
41,409.50
118,780.64
137,947.70
1
m2 A
Tenaga
10,600.00
11,650.00
L.01
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.05
OH
Tukang Kayu
75,000.00
85,000.00
3,750.00
4,250.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
97,382.40
113,757.00
file:///conversion/tmp/scratch/359386722.xls
1.500
m2
Bilik Bambu
0.014
m3
Kayu Klas III (Meranti)
0.012
Kg
Paku Biasa 1/2" - 1"
0.003
m'
List Kayu 2/4
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/82
20,000.00
22,500.00
30,000.00
33,750.00
4,800,000.00
5,700,000.00
67,200.00
79,800.00
14,000.00
16,000.00
168.00
192.00
4,800.00
5,000.00
14.40
15.00
107,982.40
125,407.00
10,798.24
12,540.70
118,780.64
137,947.70
abk 11-14
HARGA BAHAN/UPAH No. XII 1
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT.
A.4.6.2
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN KUNCI dan KACA
A.4.6.2.2
1
Buah
Pemasangan Kunci Tanam Biasa
A
Tenaga
197,340.00
219,477.50
39,400.00
44,525.00
L.01
0.01
OH
Pekerja
60,000.00
65,000.00
600.00
650.00
L.02
0.5
OH
Tukang Kayu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
140,000.00
155,000.00
140,000.00
155,000.00
179,400.00
199,525.00
1
Buah
Kunci Tanam Biasa
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
140,000.00
155,000.00
10%
17,940.00
19,952.50
197,340.00
219,477.50
135,795.00
152,363.75
38,450.00
43,512.50
Overhead & Profit (contoh 10%)
2
A.4.6.2.3
1 Buah
Tenaga
L.01
0.005
OH
Pekerja
60,000.00
65,000.00
300.00
325.00
L.02
0.5
OH
Tukang Kayu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
85,000.00
95,000.00
85,000.00
95,000.00
123,450.00
138,512.50
1 Buah
3
A.4.6.2.4
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1 Buah
85,000.00
95,000.00
12,345.00
13,851.25
Harga Satuan Pekerjaan (D+E)
135,795.00
152,363.75
Pemasangan Kunci Selinder
196,295.00
218,363.75
38,450.00
43,512.50
A
Tenaga
10%
L.01
0.005
OH
Pekerja
60,000.00
65,000.00
300.00
325.00
L.02
0.5
OH
Tukang Kayu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.005
OH
Kepala Tukang
90,000.00
95,000.00
450.00
475.00
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
140,000.00
155,000.00
140,000.00
155,000.00
178,450.00
198,512.50
A.4.6.2.5
Kunci Selinder
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1 Buah
140,000.00
155,000.00
10%
17,845.00
19,851.25
196,295.00
218,363.75
Pemasangan Engsel Pintu
22,110.00
27,266.25
A
Tenaga
14,100.00
15,787.50
L.01
0.015
OH
Pekerja
60,000.00
65,000.00
900.00
975.00
L.02
0.15
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.0075
OH
Mandor
80,000.00
85,000.00
600.00
637.50
B
Bahan
6,000.00
9,000.00
6,000.00
9,000.00
20,100.00
24,787.50
1
5
Kunci Tanam Kamar Mandi
C
1 Buah
4
Pemasangan Kunci Kamar Mandi
A
A.4.6.2.6
1
Buah
Engsel pintu
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Buah
6,000.00
9,000.00
2,010.00
2,478.75
Harga Satuan Pekerjaan (D+E)
22,110.00
27,266.25
Pemasangan Engsel Jendela Kupu-kupu
14,740.00
16,527.50
9,400.00
10,525.00
A
Tenaga
10%
L.01
0.01
OH
Pekerja
60,000.00
65,000.00
600.00
650.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
4,000.00
4,500.00
4,000.00
4,500.00
13,400.00
15,025.00
1
file:///conversion/tmp/scratch/359386722.xls
Buah
Engsel Jendela
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
4,000.00
10%
99/83
4,500.00
1,340.00
1,502.50
14,740.00
16,527.50 abk 12-14
HARGA BAHAN/UPAH No.
SNI
6
A.4.6.2.7
KODE
KOEF 1
MAKSIMUM Rp
Pemasangan Engsel Angin
41,624.00
45,586.75
A
Tenaga
22,840.00
25,442.50
Pekerja
60,000.00
65,000.00
6,000.00
6,500.00
L.02
0.20
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.0005
OH
Mandor
80,000.00
85,000.00
40.00
42.50
B
Bahan
15,000.00
16,000.00
15,000.00
16,000.00
37,840.00
41,442.50
A.4.6.2.9
1
Buah
Engsel Angin
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Buah
15,000.00
16,000.00
3,784.00
4,144.25
Harga Satuan Pekerjaan (D+E)
41,624.00
45,586.75
10%
Pemasangan Kait Angin
21,054.00
36,663.00
A
Tenaga
14,140.00
15,830.00
L.01
0.015
OH
Pekerja
60,000.00
65,000.00
900.00
975.00
L.02
0.15
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.008
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
5,000.00
17,500.00
5,000.00
17,500.00
19,140.00
33,330.00
A.4.6.2.10
1
Buah
Kait Angin
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Buah
5,000.00
17,500.00
10%
Pasang Door Closer
A
Tenaga
1,914.00
3,333.00
21,054.00
36,663.00
352,220.00
440,783.75
45,200.00
50,712.50
L.01
0.05
OH
Pekerja
60,000.00
65,000.00
3,000.00
3,250.00
L.02
0.5
OH
Tukang Kayu
75,000.00
85,000.00
37,500.00
42,500.00
L.03
0.05
OH
Kepala Tukang
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
275,000.00
350,000.00
275,000.00
350,000.00
320,200.00
400,712.50
A.4.6.2.11
1
Buah
Door Closer
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Buah
275,000.00
350,000.00
10%
32,020.00
40,071.25
352,220.00
440,783.75
Pemasangan Kunci Selot
30,888.00
44,313.50
A
Tenaga
18,080.00
20,285.00
L.01
0.02
OH
Pekerja
60,000.00
65,000.00
1,200.00
1,300.00
L.02
0.2
OH
Tukang Kayu
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.02
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.001
OH
Mandor
80,000.00
85,000.00
80.00
85.00
B
Bahan
10,000.00
20,000.00
10,000.00
20,000.00
28,080.00
40,285.00
1
10
JUMLAH MINIMUM Rp
OH
1
9
MAKSIMUM Rp
0.10
1
8
Buah
MINIMUM Rp
L.01
1
7
URAIAN PEKERJAAN
SAT.
A.4.6.2.13
1
Buah
Kunci Selot
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Buah
10,000.00
20,000.00
10%
Pemasangan Door Stop
A
Tenaga
2,808.00
4,028.50
30,888.00
44,313.50
312,444.00
396,156.75
9,040.00
10,142.50
L.01
0.01
OH
Pekerja
60,000.00
65,000.00
600.00
650.00
L.02
0.1
OH
Tukang Kayu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.01
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.0005
OH
Mandor
80,000.00
85,000.00
40.00
42.50
B
Bahan
275,000.00
350,000.00
275,000.00
350,000.00
284,040.00
360,142.50
1
file:///conversion/tmp/scratch/359386722.xls
Buah
Door Stop
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
275,000.00
10%
99/84
350,000.00
28,404.00
36,014.25
312,444.00
396,156.75
abk 12-14
HARGA BAHAN/UPAH No.
SNI
11
A.4.6.2.14
KODE
KOEF 1
Tenaga
MAKSIMUM Rp
257,664.00
325,440.50
54,240.00
60,855.00
Pekerja
60,000.00
65,000.00
3,600.00
3,900.00
L.02
0.6
OH
Tukang Kayu
75,000.00
85,000.00
45,000.00
51,000.00
L.03
0.06
OH
Kepala Tukang
90,000.00
95,000.00
5,400.00
5,700.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
180,000.00
235,000.00
180,000.00
235,000.00
234,240.00
295,855.00
A.4.6.2.15
1
Buah
Rel Pintu Dorong
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Buah
180,000.00
235,000.00
10%
23,424.00
29,585.50
257,664.00
325,440.50
Pemasangan Kunci Lemari
30,364.40
36,146.55
A
Tenaga
22,604.00
25,360.50
L.01
0.025
OH
Pekerja
60,000.00
65,000.00
1,500.00
1,625.00
L.02
0.25
OH
Tukang Kayu
75,000.00
85,000.00
18,750.00
21,250.00
L.03
0.025
OH
Kepala Tukang
90,000.00
95,000.00
2,250.00
2,375.00
L.04
0.00130
OH
Mandor
80,000.00
85,000.00
104.00
110.50
B
Bahan
5,000.00
7,500.00
5,000.00
7,500.00
27,604.00
32,860.50
A.4.6.2.16
1
Buah
Kunci Lemari
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
5,000.00
7,500.00
2,760.40
3,286.05
Harga Satuan Pekerjaan (D+E)
30,364.40
36,146.55
10%
Pemasangan Kaca tebal 3 mm
99,616.00
119,585.13
A
Tenaga
13,560.00
15,213.75
L.01
0.015
OH
Pekerja
60,000.00
65,000.00
900.00
975.00
L.02
0.15
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.00075
OH
Mandor
80,000.00
85,000.00
60.00
63.75
B
Bahan
77,000.00
93,500.00
77,000.00
93,500.00
90,560.00
108,713.75
A.4.6.2.17
1
m2
Kaca tebal 3mm
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
70,000.00
85,000.00
9,056.00
10,871.38
Harga Satuan Pekerjaan (D+E)
99,616.00
119,585.13
Pemasangan Kaca tebal 5 mm
123,816.00
131,685.13
13,560.00
15,213.75
A
Tenaga
10%
L.01
0.015
OH
Pekerja
60,000.00
65,000.00
900.00
975.00
L.02
0.15
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.00075
OH
Mandor
80,000.00
85,000.00
60.00
63.75
B
Bahan
99,000.00
104,500.00
99,000.00
104,500.00
112,560.00
119,713.75
1.1
15
Pemasangan Rel Pintu Dorong
A
JUMLAH MINIMUM Rp
OH
1.1
14
MAKSIMUM Rp
0.06
1
13
Buah
MINIMUM Rp
L.01
1
12
URAIAN PEKERJAAN
SAT.
A.4.6.2.18
1
m2
Kaca tebal 5mm
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
m2
90,000.00
95,000.00
11,256.00
11,971.38
Harga Satuan Pekerjaan (D+E)
123,816.00
131,685.13
Pemasangan Kaca Cermin tebal 5 mm
287,166.00
349,485.13
13,560.00
15,213.75
A
Tenaga
10%
L.01
0.015
OH
Pekerja
60,000.00
65,000.00
900.00
975.00
L.02
0.15
OH
Tukang Kayu
75,000.00
85,000.00
11,250.00
12,750.00
L.03
0.015
OH
Kepala Tukang
90,000.00
95,000.00
1,350.00
1,425.00
L.04
0.00075
OH
Mandor
80,000.00
85,000.00
60.00
63.75
B
Bahan
247,500.00
302,500.00
247,500.00
302,500.00
261,060.00
317,713.75
1.1
file:///conversion/tmp/scratch/359386722.xls
m2
Kaca Cermin
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
225,000.00
10%
99/85
275,000.00
26,106.00
31,771.38
287,166.00
349,485.13
abk 12-14
HARGA BAHAN/UPAH No.
SNI
XIII
A.4.7.1
1
A.4.7.1.1
KODE
KOEF
5
Pengikisan / pengerokan Permukaan Cat Tembok Lama
m2 A
Tenaga
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
B
Bahan
Kg
Soda Api
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.7.1.2
JUMLAH MINIMUM Rp
MAKSIMUM Rp
12,000.00
13,000.00
10,824.00
11,720.50
9,240.00
10,005.00
9,000.00
9,750.00
240.00
255.00
600.00
650.00
600.00
650.00
9,840.00
10,655.00
984.00
1,065.50
Harga Satuan Pekerjaan (D+E)
10,824.00
11,720.50
Pencucian Bidang Permukaan Tembok yang Pernah dicat
10,769.00
11,720.50
10%
1
m2 A
Tenaga
9,240.00
10,005.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
550.00
650.00
Kg
Sabun
550.00
650.00
C
PERALATAN
D
Jumlah A + B + C
9,790.00
10,655.00
E
Overhead & Profit (contoh 10%)
979.00
1,065.50
F
Harga Satuan Pekerjaan (D+E)
10,769.00
11,720.50
Pengerokan Karat Cat Lama permukaan Baja dg cara manual
11,209.00
12,188.00
A.4.7.1.3
11,000.00
13,000.00
10%
1
m2 A
Tenaga
9,640.00
10,430.00
L.01
0.15
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.04
0.0080
OH
Mandor
80,000.00
85,000.00
640.00
680.00
B
Bahan
550.00
650.00
Kg
Sabun
550.00
650.00
C
PERALATAN
D
Jumlah A + B + C
10,190.00
11,080.00
E
Overhead & Profit (contoh 10%)
F
0.05
4
MAKSIMUM Rp
1
0.05
3
MINIMUM Rp
HARGA SATUAN PEKERJAAN PENGECATAN
0.05
2
URAIAN PEKERJAAN
SAT.
A.4.7.1.4
11,000.00
13,000.00
1,019.00
1,108.00
Harga Satuan Pekerjaan (D+E)
11,209.00
12,188.00
Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 2 Lp Cat Penutup)
37,774.00
43,367.50
10%
1
m2 A
Tenaga
5,655.00
6,140.00
L.01
0.070
OH
Pekerja
60,000.00
65,000.00
4,200.00
4,550.00
L.02
0.009
OH
Tukang Cat
75,000.00
85,000.00
675.00
765.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
28,685.00
33,285.00
0.2000
kg
Cat Menie
25,000.00
30,000.00
5,000.00
6,000.00
0.1500
kg
Plamuur
25,000.00
30,000.00
3,750.00
4,500.00
0.1700
kg
Cat Dasar
34,000.00
36,500.00
5,780.00
6,205.00
0.2600
kg
Cat Penutup
50,000.00
58,000.00
13,000.00
15,080.00
0.0100
bh
Kuas
0.0300
kg
Pengencer
0.2000
lbr
Amplas
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
A.4.7.1.5
1
7,500.00
8,000.00
75.00
80.00
16,000.00
20,000.00
480.00
600.00
3,000.00
4,100.00
600.00
820.00
34,340.00
39,425.00
3,434.00
3,942.50
Harga Satuan Pekerjaan (D+E)
37,774.00
43,367.50
Pengecatan Bidang Kayu Baru (1 lp Plamuur, 1 lp Cat dasar, 3 Lp Cat Penutup)
50,446.00
57,876.50
A
Tenaga
12,675.00
14,110.00
m2
10%
L.01
0.070
OH
Pekerja
60,000.00
65,000.00
4,200.00
4,550.00
L.02
0.105
OH
Tukang Cat
75,000.00
85,000.00
7,875.00
8,925.00
L.03
0.004
OH
Kepala Tukang
90,000.00
95,000.00
360.00
380.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
file:///conversion/tmp/scratch/359386722.xls
99/86
abk 13-14
HARGA BAHAN/UPAH No.
6
SNI
KODE
KOEF
A.4.7.1.6
8
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
B
Bahan
33,185.00
38,505.00
kg
Cat Menie
25,000.00
30,000.00
5,000.00
6,000.00
0.1500
kg
Plamuur
25,000.00
30,000.00
3,750.00
4,500.00
0.1700
kg
Cat Dasar
34,000.00
36,500.00
5,780.00
6,205.00
0.3500
kg
Cat Penutup
50,000.00
58,000.00
17,500.00
20,300.00
0.0100
bh
Kuas
0.0300
kg
Pengencer
0.2000
lbr
Amplas
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
m2
7,500.00
8,000.00
75.00
80.00
16,000.00
20,000.00
480.00
600.00
3,000.00
4,100.00
600.00
820.00
45,860.00
52,615.00
10%
4,586.00
5,261.50
Harga Satuan Pekerjaan (D+E)
50,446.00
57,876.50
Pelaburan Bidang Kayu dg Teak Oil
30,574.50
32,246.50
A
Tenaga
13,035.00
14,195.00
L.01
0.04
OH
Pekerja
60,000.00
65,000.00
2,400.00
2,600.00
L.02
0.063
OH
Tukang Cat
75,000.00
85,000.00
4,725.00
5,355.00
L.03
0.063
OH
Kepala Tukang
90,000.00
95,000.00
5,670.00
5,985.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
14,760.00
15,120.00
Ltr
Teak Oil
14,760.00
15,120.00
C
PERALATAN
D
Jumlah A + B + C
27,795.00
29,315.00
E
Overhead & Profit (contoh 10%)
F A.4.7.1.7
1
m2
41,000.00
42,000.00
2,779.50
2,931.50
Harga Satuan Pekerjaan (D+E)
30,574.50
32,246.50
Pelaburan Bidang Kayu dg Politur
36,135.00
51,597.70
8,580.00
9,475.00
A
Tenaga
10%
L.01
0.04
OH
Pekerja
60,000.00
65,000.00
2,400.00
2,600.00
L.02
0.06
OH
Tukang Cat
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.016
OH
Kepala Tukang
90,000.00
95,000.00
1,440.00
1,520.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
24,270.00
37,432.00
A.4.7.1.8
0.15
Ltr
Politur
35,000.00
56,000.00
5,250.00
8,400.00
0.372
Ltr
Politur Jadi
35,000.00
56,000.00
13,020.00
20,832.00
2
Lbr
Ampelas
3,000.00
4,100.00
6,000.00
8,200.00
32,850.00
46,907.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
10%
3,285.00
4,690.70
36,135.00
51,597.70
Pelaburan Bidang Kayu dg Cat Residu & Ter
8,186.75
8,866.00
A
Tenaga
6,480.00
7,010.00 6,500.00
L.01
0.1
OH
Pekerja
60,000.00
65,000.00
6,000.00
L.04
0.006
OH
Mandor
80,000.00
85,000.00
480.00
510.00
B
Bahan
962.50
1,050.00
Ltr
Residu atau Ter
962.50
1,050.00
C
PERALATAN
D
Jumlah A + B + C
7,442.50
8,060.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
0.35
9
MINIMUM Rp
0.2000
0.36
7
URAIAN PEKERJAAN
SAT.
A.4.7.1.9
1
m2
2,750.00
3,000.00
10%
744.25
806.00
8,186.75
8,866.00
Pelaburan Bidang Kayu dg Vernis
31,438.00
34,578.50
A
Tenaga
23,280.00
25,775.00
L.01
0.16
OH
Pekerja
60,000.00
65,000.00
9,600.00
10,400.00
L.02
0.16
OH
Tukang Cat
75,000.00
85,000.00
12,000.00
13,600.00
L.03
0.016
OH
Kepala Tukang
90,000.00
95,000.00
1,440.00
1,520.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
5,300.00
5,660.00
0.15
Ltr
Vernis
25,000.00
25,000.00
3,750.00
3,750.00
0.05
Ltr
Dempul
25,000.00
30,000.00
1,250.00
1,500.00
0.1
Lbr
Ampelas
3,000.00
4,100.00
300.00
410.00
-
file:///conversion/tmp/scratch/359386722.xls
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
28,580.00 10%
99/87
-
31,435.00
2,858.00
3,143.50
31,438.00
34,578.50
abk 13-14
HARGA BAHAN/UPAH No.
SNI
10
A.4.7.1.10
11
12
SAT.
URAIAN PEKERJAAN
1
m2
Pengecat Tembok Baru (1lap.Plamir, 1lap Cat Dasar 2 Lap.Cat Penutup)
A
Tenaga
L.01
0.02
OH
Pekerja
60,000.00
65,000.00
L.02
0.063
OH
Tukang Cat
75,000.00
L.03
0.0063
OH
Kepala Tukang
L.04
0.0030
OH
Mandor
B
Bahan
0.1
Kg
Plamir
20,000.00
0.1
Kg
Cat Dasar
12,000.00
0.26
Kg
Cat Penutup 2 kali
20,000.00
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
KODE
KOEF
A.4.7.1.11
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
16,645.20
19,435.35
6,732.00
7,508.50
1,200.00
1,300.00
85,000.00
4,725.00
5,355.00
90,000.00
95,000.00
567.00
598.50
80,000.00
85,000.00
240.00
255.00
8,400.00
10,160.00
32,000.00
2,000.00
3,200.00
15,000.00
1,200.00
1,500.00
21,000.00
5,200.00
5,460.00
15,132.00
17,668.50
10%
1,513.20
1,766.85
Harga Satuan Pekerjaan (D+E)
16,645.20
19,435.35
Pengecatan Tembok Lama (1lap.Plamir, 2lap Cat Penutup)
11,536.80
12,786.40
1
m2 A
Tenaga
5,448.00
6,044.00
L.01
0.028
OH
Pekerja
60,000.00
65,000.00
1,680.00
1,820.00
L.02
0.042
OH
Tukang Cat
75,000.00
85,000.00
3,150.00
3,570.00
L.03
0.0042
OH
Kepala Tukang
90,000.00
95,000.00
378.00
399.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
5,040.00
5,580.00
0.12
Kg
Cat Dasar
12,000.00
15,000.00
1,440.00
1,800.00
0.18
Kg
Cat Penutup 2 kali
20,000.00
21,000.00
3,600.00
3,780.00
C
PERALATAN
D
Jumlah A + B + C
10,488.00
11,624.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.4.7.1.12
1
m2
10%
1,048.80
1,162.40
11,536.80
12,786.40
Pengecatan Tembok dengan Kalkarium
6,454.80
7,198.40
A
Tenaga
5,448.00
6,044.00
L.01
0.028
OH
Pekerja
60,000.00
65,000.00
1,680.00
1,820.00
L.02
0.042
OH
Tukang Cat
75,000.00
85,000.00
3,150.00
3,570.00
L.03
0.0042
OH
Kepala Tukang
90,000.00
95,000.00
378.00
399.00
L.04
0.0030
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
420.00
500.00
Kg
Kalkarium
420.00
500.00
0.1
4,200.00
5,000.00
-
13
14
A.4.7.1.13
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
5,868.00 10%
Pelaburan Tembok dengan Kapur Sirih
A
Tenaga
-
6,544.00
586.80
654.40
6,454.80
7,198.40
12,123.65
13,383.70
9,284.00
10,057.00
L.01
0.150
OH
Pekerja
60,000.00
65,000.00
9,000.00
9,750.00
L.02
0.001
OH
Tukang Cat
75,000.00
85,000.00
75.00
85.00
L.03
0.0001
OH
Kepala Tukang
90,000.00
95,000.00
9.00
9.50
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
1,737.50
2,110.00
0.15
Kg
Kapur Sirih
7,500.00
8,000.00
1,125.00
1,200.00
0.1
lbr
Amplas
3,000.00
4,100.00
300.00
410.00
0.25
ikat
Alang-alang
1,250.00
2,000.00
312.50
500.00
11,021.50
12,167.00
A.4.7.1.14
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
Pelaburan Tembok lama dengan Kapur Sirih (pemeliharaan)
1,102.15
1,216.70
12,123.65
13,383.70
5,728.25
6,633.00
1
m2 A
Tenaga
3,020.00
3,285.00
L.01
0.040
OH
Pekerja
60,000.00
65,000.00
2,400.00
2,600.00
L.02
0.005
OH
Tukang Cat
75,000.00
85,000.00
375.00
425.00
L.03
0.0005
OH
Kepala Tukang
90,000.00
95,000.00
45.00
47.50
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
file:///conversion/tmp/scratch/359386722.xls
99/88
abk 13-14
HARGA BAHAN/UPAH No.
15
16
17
SNI
KODE
KOEF
A.4.7.1.15
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
B
Bahan
2,187.50
2,745.00
0.30
Kg
Kapur Sirih
4,250.00
4,750.00
1,275.00
1,425.00
0.2
lbr
Amplas
3,000.00
4,100.00
600.00
820.00
0.25
ikat
Alang-alang
1,250.00
2,000.00
312.50
500.00
5,207.50
6,030.00
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m2
10%
520.75
603.00
5,728.25
6,633.00
Pemasangan Wallpaper
78,320.00
89,553.75
A
Tenaga
18,200.00
20,412.50
L.01
0.020
OH
Pekerja
60,000.00
65,000.00
1,200.00
1,300.00
L.02
0.200
OH
Tukang Cat
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.0200
OH
Kepala Tukang
90,000.00
95,000.00
1,800.00
1,900.00
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
53,000.00
61,000.00
1.20
lbr
Wall Paper
35,000.00
40,000.00
42,000.00
48,000.00
0.2
kg
Lem
55,000.00
65,000.00
11,000.00
13,000.00
C
PERALATAN
D
Jumlah A + B + C
71,200.00
81,412.50
E
Overhead & Profit (contoh 10%)
F
A.4.7.1.16
1
m2
10%
7,120.00
8,141.25
Harga Satuan Pekerjaan (D+E)
78,320.00
89,553.75
Pengecatan Permukaan Baja dg Meni Besi
21,043.00
25,137.75
A
Tenaga
16,580.00
18,702.50
L.01
0.02
OH
Pekerja
60,000.00
65,000.00
1,200.00
1,300.00
L.02
0.2
OH
Tukang Cat
75,000.00
85,000.00
15,000.00
17,000.00
L.03
0.002
OH
Kepala Tukang
90,000.00
95,000.00
180.00
190.00
L.04
0.0025
OH
Mandor
80,000.00
85,000.00
200.00
212.50
B
Bahan
2,550.00
4,150.00
0.1
Kg
Meni Besi
20,000.00
35,000.00
2,000.00
3,500.00
0.01
Kg
Perekat / Lem
55,000.00
65,000.00
550.00
650.00
C
PERALATAN
D
Jumlah A + B + C
19,130.00
22,852.50
E
Overhead & Profit (contoh 10%)
F
A.4.7.1.17
10%
1,913.00
2,285.25
Harga Satuan Pekerjaan (D+E)
21,043.00
25,137.75
Pengecatan Permukaan Baja dg Meni Besi & Perancah
42,927.50
48,798.75
1
m2 A
Tenaga
32,475.00
36,012.50
L.01
0.25
OH
Pekerja
60,000.00
65,000.00
15,000.00
16,250.00
L.02
0.225
OH
Tukang Cat
75,000.00
85,000.00
16,875.00
19,125.00
L.04
0.0075
OH
Mandor
80,000.00
85,000.00
600.00
637.50
B
Bahan
6,550.00
8,350.00 3,500.00
file:///conversion/tmp/scratch/359386722.xls
0.1
Kg
Meni Besi
20,000.00
35,000.00
2,000.00
0.01
Kg
Perekat / Lem
55,000.00
65,000.00
550.00
650.00
0.002
m3
Perancah Kayu
2,000,000.00
2,100,000.00
4,000.00
4,200.00
39,025.00
44,362.50
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/89
3,902.50
4,436.25
42,927.50
48,798.75
abk 13-14
HARGA BAHAN/UPAH No.
SNI
XIV
A.5.1.1
1
KODE
KOEF
URAIAN PEKERJAAN
SAT.
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
HARGA SATUAN PEKERJAAN SANITASI DALAM GEDUNG 1
A.5.1.1.1
Unit
Pemasangan Closet Duduk / Mono Blok
A
Tenaga
1,721,929.00
2,044,564.50
293,390.00
321,695.00
L.01
3.3
OH
Pekerja
60,000.00
65,000.00
198,000.00
214,500.00
L.02
1.1
OH
Tukang Batu
75,000.00
85,000.00
82,500.00
93,500.00
L.03
0.001
OH
Kepala Tukang
90,000.00
95,000.00
90.00
95.00
L.04
0.16
OH
Mandor
80,000.00
85,000.00
12,800.00
13,600.00
1,272,000.00
1,537,000.00
Kloset Duduk / Monoblok
1,200,000.00
1,450,000.00
1,200,000.00
1,450,000.00
Kelengkapan 6% dari harga Kloset
1,200,000.00
1,450,000.00
72,000.00
87,000.00
1,565,390.00
1,858,695.00
Buah 1 Buah 0.06
Bahan
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
156,539.00
185,869.50
1,721,929.00
2,044,564.50
Overhead & Profit (contoh 10%) 2
1 Unit
A.5.1.1.2
348,600.00
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
1.5
OH
Tukang Batu
75,000.00
85,000.00
112,500.00
127,500.00
L.03
1.5
OH
Kepala Tukang
90,000.00
95,000.00
135,000.00
142,500.00
L.04
0.16
OH
Mandor
80,000.00
85,000.00
12,800.00
13,600.00
B
Bahan
149,500.00
165,300.00
Buah Kloset Jongkok
6
Kg
Portland Semen
0.01
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1 Unit
A.5.1.1.4
140,000.00
155,000.00
140,000.00
155,000.00
1,050.00
1,100.00
6,300.00
6,600.00
320,000.00
370,000.00
3,200.00
3,700.00
469,800.00
513,900.00
46,980.00
51,390.00
Harga Satuan Pekerjaan (D+E)
516,780.00
565,290.00
10%
Pemasangan Urinoir
678,150.00
732,380.00
A
Tenaga
152,000.00
168,000.00
L.01
1
OH
Pekerja
60,000.00
65,000.00
60,000.00
65,000.00
L.02
1
OH
Tukang Batu
75,000.00
85,000.00
75,000.00
85,000.00
L.03
0.1
OH
Kepala Tukang
90,000.00
95,000.00
9,000.00
9,500.00
L.04
0.1
OH
Mandor
80,000.00
85,000.00
8,000.00
8,500.00
B
Bahan
464,500.00
497,800.00
1
Buah Urinoir Kg
Portland Semen
0.01
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1 Unit
A.5.1.1.5
Perlengkapan 30% Harga Urinoir
6
350,000.00
375,000.00
350,000.00
375,000.00
350,000.00
375,000.00
105,000.00
112,500.00
1,050.00
1,100.00
6,300.00
6,600.00
320,000.00
370,000.00
3,200.00
3,700.00
616,500.00
665,800.00
61,650.00
66,580.00
Harga Satuan Pekerjaan (D+E)
678,150.00
732,380.00
10%
Pemasangan Wastafel
518,512.50
779,212.50
A
Tenaga
104,375.00
113,075.00
L.01
1.2
OH
Pekerja
60,000.00
65,000.00
72,000.00
78,000.00
L.02
0.145
OH
Tukang Batu
75,000.00
85,000.00
10,875.00
12,325.00
L.03
0.15
OH
Kepala Tukang
90,000.00
95,000.00
13,500.00
14,250.00
L.04
0.1
OH
Mandor
80,000.00
85,000.00
8,000.00
8,500.00
B
Bahan
367,000.00
595,300.00
1 0.3
5
565,290.00
320,300.00
1
0.3
4
516,780.00
Tenaga
L.01
1
3
Pemasangan Closet Jongkok Porselen
A
A.5.1.1.6
Buah Wastafel -
Perlengkapan 30% Harga Wastafel
6
Kg
Portland Semen
0.01
m3
Pasir Pasang
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
Unit
275,000.00
450,000.00
275,000.00
450,000.00
275,000.00
450,000.00
82,500.00
135,000.00
1,050.00
1,100.00
6,300.00
6,600.00
320,000.00
370,000.00
3,200.00
3,700.00
471,375.00
708,375.00
10%
Pemasangan Bathcuip porselen
A
Tenaga
47,137.50
70,837.50
518,512.50
779,212.50
1,064,514.00
1,139,605.50
67,740.00
76,005.00
L.01
0.075
OH
Pekerja
60,000.00
65,000.00
4,500.00
4,875.00
L.02
0.75
OH
Tukang Batu
75,000.00
85,000.00
56,250.00
63,750.00
L.03
0.075
OH
Kepala Tukang
90,000.00
95,000.00
6,750.00
7,125.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
file:///conversion/tmp/scratch/359386722.xls
99/90
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
B
1 0.2
6
A.5.1.1.7
1
-
Perlengkapan 20% Harga Bathcuip
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Unit
960,000.00
750,000.00
800,000.00
750,000.00
800,000.00
150,000.00
160,000.00
967,740.00
1,036,005.00
Pemasangan Bak Fibreglass vol.1 m3
Pekerja
60,000.00
L.02
4.5
OH
Tukang Batu
L.03
0.05
OH
Kepala Tukang
L.04
0.9
OH
Mandor
A.5.1.1.8
Perlengkapan 12% Bak Fibreglass
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
Tenaga
103,600.50
1,064,514.00
1,139,605.50
992,200.00
1,094,225.00 658,750.00
65,000.00
180,000.00
195,000.00
75,000.00
85,000.00
337,500.00
382,500.00
90,000.00
95,000.00
4,500.00
4,750.00
80,000.00
85,000.00
72,000.00
76,500.00
308,000.00
336,000.00
275,000.00
300,000.00
275,000.00
300,000.00
275,000.00
300,000.00
33,000.00
36,000.00
902,000.00
994,750.00
10%
Memasang Bak Mandi Batu Bata Vol. 0,30 m3
A
96,774.00
594,000.00
Tukang Batu
-
1 Unit
90,200.00
99,475.00
992,200.00
1,094,225.00
1,294,469.27
1,428,163.54
614,400.00
676,050.00
L.01
6.00
OH
Pekerja
60,000.00
65,000.00
360,000.00
390,000.00
L.02
3.00
OH
Tukang Batu
75,000.00
85,000.00
225,000.00
255,000.00
L.03
0.30
OH
Kepala Tukang
90,000.00
95,000.00
27,000.00
28,500.00
L.04
0.03
OH
Mandor
80,000.00
85,000.00
2,400.00
2,550.00
B
Bahan
562,390.24
622,280.49
150.0
bh
Batu Bata
120
Kg
Portland Semen
0.3
m3
360 6
A.5.1.1.11
600.00
670.00
90,000.00
100,500.00
0.11
1,050.00
1,100.00
126,000.00
132,000.00
Pasir Pasang
0.0121
320,000.00
370,000.00
96,000.00
111,000.00
buah Porselen 11 x 11 cm
82.6446
512.20
524.39
184,390.24
188,780.49
11,000.00
15,000.00
66,000.00
90,000.00
1,176,790.24
1,298,330.49
Kg
Semen Nat
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1 Unit
117,679.02
129,833.05
Harga Satuan Pekerjaan (D+E)
1,294,469.27
1,428,163.54
Pemasangan Bak Beton Bertulang Vol. 1 m3
5,672,041.21
6,316,508.46
553,440.00
616,280.00
A
Tenaga
10%
L.01
3.50
OH
Pekerja
60,000.00
65,000.00
210,000.00
227,500.00
L.02
4.50
OH
Tukang Batu
75,000.00
85,000.00
337,500.00
382,500.00
L.03
0.05
OH
Kepala Tukang
90,000.00
95,000.00
4,500.00
4,750.00
L.04
0.018
OH
Mandor
80,000.00
85,000.00
1,440.00
1,530.00
B
Bahan
1,147,121.17
1,305,259.85
4,602,961.10
5,126,000.42
0.9
m3
Beton K.150
1,024,583.08
1,156,784.36
922,124.78
1,041,105.92
180
Kg
Baja Tulangan
0.11
11,196.63
12,073.05
2,015,392.50
2,173,149.00
8.0
m2
Kayu Bekisting
0.05 0.0121
110,000.00
135,000.00
880,000.00
1,080,000.00
20 82.6446
1,341.46
1,402.44
670,731.71
701,219.51
1,147,121.17
1,305,259.85
114,712.12
130,525.98
5,156,401.10
5,742,280.42
500 10
9
900,000.00
OH
0.12
MAKSIMUM Rp
800,000.00
10%
Buah Bak Fibreglass
JUMLAH MINIMUM Rp
750,000.00
3
B
MAKSIMUM Rp
Bahan
Buah Batchuip
Tenaga
1
8
MINIMUM Rp
A L.01
7
URAIAN PEKERJAAN
SAT.
A.5.1.1.12
buah Porselen 11 x 11 cm %
Perlengkapan
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
1 buah Pemasangan Bak Cuci Piring Stainless stell A
Tenaga
515,640.11
574,228.04
5,672,041.21
6,316,508.46
333,520.00
375,732.50
28,200.00
31,575.00
L.01
0.030
OH
Pekerja
60,000.00
65,000.00
1,800.00
1,950.00
L.02
0.300
OH
Tukang Batu
75,000.00
85,000.00
22,500.00
25,500.00
L.03
0.030
OH
Kepala Tukang
90,000.00
95,000.00
2,700.00
2,850.00
L.04
0.015
OH
Mandor
80,000.00
85,000.00
1,200.00
1,275.00
B
Bahan
275,000.00
310,000.00
file:///conversion/tmp/scratch/359386722.xls
1
unit
Bak Cuci Piring
1
bh
Water drain
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
10% 99/91
225,000.00
250,000.00
225,000.00
250,000.00
50,000.00
60,000.00
50,000.00
60,000.00
303,200.00
341,575.00
30,320.00
34,157.50 abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT. F
file:///conversion/tmp/scratch/359386722.xls
URAIAN PEKERJAAN Harga Satuan Pekerjaan (D+E)
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 333,520.00
99/92
MAKSIMUM Rp 375,732.50
abk 14-14
HARGA BAHAN/UPAH No.
SNI
10
A.5.1.1.14
KODE
KOEF
12
13
MINIMUM Rp
MAKSIMUM Rp
1 buah Pemasangan Floor Drain A
Tenaga
JUMLAH MINIMUM Rp
MAKSIMUM Rp
26,840.00
50,077.50
9,400.00
10,525.00
L.01
0.010
OH
Pekerja
60,000.00
65,000.00
600.00
650.00
L.02
0.100
OH
Tukang Batu
75,000.00
85,000.00
7,500.00
8,500.00
L.03
0.010
OH
Kepala Tukang
90,000.00
95,000.00
900.00
950.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
15,000.00
35,000.00
bh
Floor Drain
15,000.00
35,000.00
C
PERALATAN
D
Jumlah A + B + C
24,400.00
45,525.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
1
11
URAIAN PEKERJAAN
SAT.
15,000.00
35,000.00
10%
2,440.00
4,552.50
26,840.00
50,077.50
373,202.06
415,791.07
1
bh
Pemasangan Bak Kontrol Pas.Batu Bata 30x30 tinggi 35 cm
A
Tenaga
190,960.00
209,375.00
L.01
2.160
OH
Pekerja
60,000.00
65,000.00
129,600.00
140,400.00
L.02
0.720
OH
Tukang Batu
75,000.00
85,000.00
54,000.00
61,200.00
L.03
0.072
OH
Kepala Tukang
90,000.00
95,000.00
6,480.00
6,840.00
L.04
0.011
OH
Mandor
80,000.00
85,000.00
880.00
935.00
B
Bahan
148,314.60
168,616.88
40.00
bh
Batu Bata
44.00
kg
Semen Portland
0.07
m3
0.06
A.5.1.1.15
A.5.1.1.16
600.00
670.00
24,000.00
26,800.00
1,050.00
1,100.00
46,200.00
48,400.00
Pasir Pasang
320,000.00
370,000.00
22,400.00
25,900.00
m3
Pasir Beton
350,000.00
500,000.00
21,000.00
30,000.00
0.07
m3
Kerikil
240,000.00
260,000.00
16,800.00
18,200.00
1.60
kg
Baja Tulangan
11,196.63
12,073.05
17,914.60
19,316.88
C
PERALATAN
D
Jumlah A + B + C
339,274.60
377,991.88
E
Overhead & Profit (contoh 10%)
F
1
33,927.46
37,799.19
Harga Satuan Pekerjaan (D+E)
373,202.06
415,791.07
bh
Pemasangan Bak Kontrol Pas.Batu Bata 45 x 45 tinggi 50 cm
549,103.06
613,109.07
A
Tenaga
280,520.00
308,155.00
10%
L.01
3.200
OH
Pekerja
60,000.00
65,000.00
192,000.00
208,000.00
L.02
1.150
OH
Tukang Batu
75,000.00
85,000.00
86,250.00
97,750.00
L.03
0.011
OH
Kepala Tukang
90,000.00
95,000.00
990.00
1,045.00
L.04
0.016
OH
Mandor
80,000.00
85,000.00
1,280.00
1,360.00
B
Bahan
218,664.60
249,216.88
70.00
bh
Batu Bata
77.00
kg
Semen Portland
0.13
m3
0.09
600.00
670.00
42,000.00
46,900.00
1,050.00
1,100.00
80,850.00
84,700.00
Pasir Pasang
320,000.00
370,000.00
41,600.00
48,100.00
m3
Pasir Beton
350,000.00
500,000.00
31,500.00
45,000.00
0.02
m3
Kerikil
240,000.00
260,000.00
4,800.00
5,200.00
1.60
kg
Baja Tulangan
11,196.63
12,073.05
17,914.60
19,316.88
C
PERALATAN
D
Jumlah A + B + C
499,184.60
557,371.88
E
Overhead & Profit (contoh 10%)
F
49,918.46
55,737.19
Harga Satuan Pekerjaan (D+E)
549,103.06
613,109.07
677,603.99
741,179.22
10%
1
bh
Pemasangan Bak Kontrol Pas.Batu Bata 60x60 tinggi 60 cm
A
Tenaga
280,520.00
308,155.00
L.01
3.200
OH
Pekerja
60,000.00
65,000.00
192,000.00
208,000.00
L.02
1.150
OH
Tukang Batu
75,000.00
85,000.00
86,250.00
97,750.00
L.03
0.011
OH
Kepala Tukang
90,000.00
95,000.00
990.00
1,045.00
L.04
0.016
OH
Mandor
80,000.00
85,000.00
1,280.00
1,360.00
B
Bahan
335,483.63
365,644.29
123.00
bh
Batu Bata
114.00
kg
Semen Portland
0.18
m3
0.12
m3
4.85
kg
Baja Tulangan
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
A.5.1.1.17
file:///conversion/tmp/scratch/359386722.xls
600.00
670.00
73,800.00
82,410.00
1,050.00
1,100.00
119,700.00
125,400.00
Pasir Pasang
320,000.00
370,000.00
58,880.00
68,080.00
Pasir Beton
240,000.00
260,000.00
28,800.00
31,200.00
11,196.63
12,073.05
54,303.63
58,554.29
616,003.63
673,799.29
10%
99/93
61,600.36
67,379.93
677,603.99
741,179.22 abk 14-14
HARGA BAHAN/UPAH No.
SNI
14
A.5.1.1.18
15
16
17
18
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
m'
Pemasangan Pipa Galvanis Ø ½"
38,410.17
45,578.50
A
Tenaga
12,960.00
14,310.00
L.01
0.054
OH
Pekerja
60,000.00
65,000.00
3,240.00
3,510.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.027
OH
Mandor
80,000.00
85,000.00
2,160.00
2,295.00
B
Bahan
21,958.33
27,125.00
1.20
m'
Pipa Galvanis Ø ½"
14,166.67
17,500.00
17,000.00
21,000.00
0.35
Ls
Perlengkapan 35% x pipa
14,166.67
17,500.00
4,958.33
6,125.00
C
PERALATAN
D
Jumlah A + B + C
34,918.33
41,435.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.19
1
3,491.83
4,143.50
Harga Satuan Pekerjaan (D+E)
38,410.17
45,578.50
bh
Pemasangan Kran Ø ½" atau Ø ¾"
76,565.50
92,273.78
A
Tenaga
34,600.00
38,875.00
10%
L.01
0.010
OH
Pekerja
60,000.00
65,000.00
600.00
650.00
L.02
0.400
OH
Tukang Batu
75,000.00
85,000.00
30,000.00
34,000.00
L.03
0.040
OH
Kepala Tukang
90,000.00
95,000.00
3,600.00
3,800.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
35,005.00
45,010.25
1.00
bh
Kran Air
35,000.00
45,000.00
35,000.00
45,000.00
0.0025
bh
Sealtape
2,000.00
4,100.00
5.00
10.25
C
PERALATAN
D
Jumlah A + B + C
69,605.00
83,885.25
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.20
1
6,960.50
8,388.53
Harga Satuan Pekerjaan (D+E)
76,565.50
92,273.78
m'
Pemasangan Pipa Galvanis Ø ¾"
46,935.17
58,366.00
A
Tenaga
12,960.00
14,310.00
10%
L.01
0.054
OH
Pekerja
60,000.00
65,000.00
3,240.00
3,510.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.027
OH
Mandor
80,000.00
85,000.00
2,160.00
2,295.00
B
Bahan
29,708.33
38,750.00
1.20
m'
Pipa Galvanis Ø ¾"
19,166.67
25,000.00
23,000.00
30,000.00
0.35
Ls
Perlengkapan 35% x pipa
19,166.67
25,000.00
6,708.33
8,750.00
C
PERALATAN
D
Jumlah A + B + C
42,668.33
53,060.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.21
1
4,266.83
5,306.00
Harga Satuan Pekerjaan (D+E)
46,935.17
58,366.00
m'
Pemasangan Pipa Galvanis Ø 1"
52,618.50
66,891.00
A
Tenaga
12,960.00
14,310.00
10%
L.01
0.054
OH
Pekerja
60,000.00
65,000.00
3,240.00
3,510.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.027
OH
Mandor
80,000.00
85,000.00
2,160.00
2,295.00
B
Bahan
34,875.00
46,500.00
1.20
m'
Pipa Galvanis Ø 1"
22,500.00
30,000.00
27,000.00
36,000.00
0.35
Ls
Perlengkapan 35% x pipa
22,500.00
30,000.00
7,875.00
10,500.00
C
PERALATAN
D
Jumlah A + B + C
47,835.00
60,810.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.22
1
4,783.50
6,081.00
Harga Satuan Pekerjaan (D+E)
52,618.50
66,891.00
m'
Pemasangan Pipa Galvanis Ø 1½ "
72,508.33
89,417.17
A
Tenaga
22,000.00
24,455.00
10%
L.01
0.108
OH
Pekerja
60,000.00
65,000.00
6,480.00
7,020.00
L.02
0.180
OH
Tukang Batu
75,000.00
85,000.00
13,500.00
15,300.00
L.03
0.018
OH
Kepala Tukang
90,000.00
95,000.00
1,620.00
1,710.00
L.04
0.005
OH
Mandor
80,000.00
85,000.00
400.00
425.00
B
Bahan
43,916.67
56,833.33
1.20
m'
Pipa Galvanis Ø 1½"
28,333.33
36,666.67
34,000.00
44,000.00
0.35
Ls
Perlengkapan 35% x pipa
28,333.33
36,666.67
9,916.67
12,833.33
C
PERALATAN
D
Jumlah A + B + C
65,916.67
81,288.33
E
Overhead & Profit (contoh 10%)
6,591.67
8,128.83
file:///conversion/tmp/scratch/359386722.xls
10% 99/94
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT. F
file:///conversion/tmp/scratch/359386722.xls
URAIAN PEKERJAAN Harga Satuan Pekerjaan (D+E)
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 72,508.33
99/95
MAKSIMUM Rp 89,417.17
abk 14-14
HARGA BAHAN/UPAH No.
SNI
19
A.5.1.1.23
20
21
22
23
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
m'
Pemasangan Pipa Galvanis Ø 3"
A
Tenaga
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
149,715.50
172,989.67
27,605.00
30,680.00
L.01
0.135
OH
Pekerja
60,000.00
65,000.00
8,100.00
8,775.00
L.02
0.225
OH
Tukang Batu
75,000.00
85,000.00
16,875.00
19,125.00
L.03
0.023
OH
Kepala Tukang
90,000.00
95,000.00
2,070.00
2,185.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
108,500.00
126,583.33
1.20
m'
Pipa Galvanis Ø 3"
70,000.00
81,666.67
84,000.00
98,000.00
0.35
Ls
Perlengkapan 35% x pipa
70,000.00
81,666.67
24,500.00
28,583.33
C
PERALATAN
D
Jumlah A + B + C
136,105.00
157,263.33
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.24
1
13,610.50
15,726.33
Harga Satuan Pekerjaan (D+E)
149,715.50
172,989.67
m'
Pemasangan Pipa Galvanis Ø 4"
269,065.50
280,973.00
A
Tenaga
27,605.00
30,680.00
10%
L.01
0.135
OH
Pekerja
60,000.00
65,000.00
8,100.00
8,775.00
L.02
0.225
OH
Tukang Batu
75,000.00
85,000.00
16,875.00
19,125.00
L.03
0.023
OH
Kepala Tukang
90,000.00
95,000.00
2,070.00
2,185.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
217,000.00
224,750.00
1.20
m'
Pipa Galvanis Ø 4"
140,000.00
145,000.00
168,000.00
174,000.00
0.35
Ls
Perlengkapan 35% x pipa
140,000.00
145,000.00
49,000.00
50,750.00
C
PERALATAN
D
Jumlah A + B + C
244,605.00
255,430.00
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m'
Pemasangan Pipa PVC tipe AW Ø ½"
A
Tenaga
A.5.1.1.25
1
10%
24,460.50
25,543.00
269,065.50
280,973.00
20,031.00
21,785.50
7,360.00
8,180.00
L.01
0.036
OH
Pekerja
60,000.00
65,000.00
2,160.00
2,340.00
L.02
0.060
OH
Tukang Batu
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
10,850.00
11,625.00
1.20
m'
Pipa PVC Ø ½"
7,000.00
7,500.00
8,400.00
9,000.00
0.35
Ls
Perlengkapan 35% x pipa
7,000.00
7,500.00
2,450.00
2,625.00
C
PERALATAN
D
Jumlah A + B + C
18,210.00
19,805.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.26
1
1,821.00
1,980.50
Harga Satuan Pekerjaan (D+E)
20,031.00
21,785.50
m'
Pemasangan Pipa PVC tipe AW Ø ¾"
22,588.50
24,343.00
A
Tenaga
7,360.00
8,180.00
10%
L.01
0.036
OH
Pekerja
60,000.00
65,000.00
2,160.00
2,340.00
L.02
0.060
OH
Tukang Batu
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
13,175.00
13,950.00
1.20
m'
Pipa PVC Ø ¾"
8,500.00
9,000.00
10,200.00
10,800.00
0.35
Ls
Perlengkapan 35% x pipa
8,500.00
9,000.00
2,975.00
3,150.00
C
PERALATAN
D
Jumlah A + B + C
20,535.00
22,130.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.27
1
2,053.50
2,213.00
Harga Satuan Pekerjaan (D+E)
22,588.50
24,343.00
m'
Pemasangan Pipa PVC tipe AW Ø 1"
23,867.25
28,179.25
A
Tenaga
7,360.00
8,180.00
10%
L.01
0.036
OH
Pekerja
60,000.00
65,000.00
2,160.00
2,340.00
L.02
0.060
OH
Tukang Batu
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
14,337.50
17,437.50
1.20
m'
Pipa PVC Ø 1"
9,250.00
11,250.00
11,100.00
13,500.00
0.35
Ls
Perlengkapan 35% x pipa
9,250.00
11,250.00
3,237.50
3,937.50
C
PERALATAN
D
Jumlah A + B + C
21,697.50
25,617.50
E
Overhead & Profit (contoh 10%)
2,169.75
2,561.75
file:///conversion/tmp/scratch/359386722.xls
10% 99/96
abk 14-14
HARGA BAHAN/UPAH No.
SNI
KODE
KOEF
SAT. F
file:///conversion/tmp/scratch/359386722.xls
URAIAN PEKERJAAN Harga Satuan Pekerjaan (D+E)
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 23,867.25
99/97
MAKSIMUM Rp 28,179.25
abk 14-14
HARGA BAHAN/UPAH No.
SNI
24
A.5.1.1.28
25
26
27
28
KODE
KOEF
URAIAN PEKERJAAN
SAT. 1
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp
MAKSIMUM Rp
m'
Pemasangan Pipa PVC tipe AW Ø 1½"
25,215.67
32,820.33
A
Tenaga
11,040.00
12,270.00
L.01
0.054
OH
Pekerja
60,000.00
65,000.00
3,240.00
3,510.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
11,883.33
17,566.67
1.20
m'
Pipa PVC Ø 1½"
7,666.67
11,333.33
9,200.00
13,600.00
0.35
Ls
Perlengkapan 35% x pipa
7,666.67
11,333.33
2,683.33
3,966.67
C
PERALATAN
D
Jumlah A + B + C
22,923.33
29,836.67
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.29
1
2,292.33
2,983.67
Harga Satuan Pekerjaan (D+E)
25,215.67
32,820.33
m'
Pemasangan Pipa PVC tipe AW Ø 2"
39,139.83
43,334.50
A
Tenaga
11,040.00
12,270.00
10%
L.01
0.054
OH
Pekerja
60,000.00
65,000.00
3,240.00
3,510.00
L.02
0.090
OH
Tukang Batu
75,000.00
85,000.00
6,750.00
7,650.00
L.03
0.009
OH
Kepala Tukang
90,000.00
95,000.00
810.00
855.00
L.04
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
24,541.67
27,125.00
1.20
m'
Pipa PVC Ø 2"
15,833.33
17,500.00
19,000.00
21,000.00
0.35
Ls
Perlengkapan 35% x pipa
15,833.33
17,500.00
5,541.67
6,125.00
C
PERALATAN
D
Jumlah A + B + C
35,581.67
39,395.00
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.31
1
3,558.17
3,939.50
Harga Satuan Pekerjaan (D+E)
39,139.83
43,334.50
m'
Pemasangan Pipa PVC tipe AW Ø 3"
52,414.08
72,769.58
A
Tenaga
16,520.00
18,362.50
10%
L.01
0.081
OH
Pekerja
60,000.00
65,000.00
4,860.00
5,265.00
L.02
0.135
OH
Tukang Batu
75,000.00
85,000.00
10,125.00
11,475.00
L.03
0.0135
OH
Kepala Tukang
90,000.00
95,000.00
1,215.00
1,282.50
L.04
0.004
OH
Mandor
80,000.00
85,000.00
320.00
340.00
B
Bahan
31,129.17
47,791.67
1.20
m'
Pipa PVC Ø 3"
20,083.33
30,833.33
24,100.00
37,000.00
0.35
Ls
Perlengkapan 35% x pipa
20,083.33
30,833.33
7,029.17
10,791.67
C
PERALATAN
D
Jumlah A + B + C
47,649.17
66,154.17
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.32
1
4,764.92
6,615.42
Harga Satuan Pekerjaan (D+E)
52,414.08
72,769.58
m'
Pemasangan Pipa PVC tipe AW Ø 4"
84,821.00
88,564.67
A
Tenaga
7,360.00
8,180.00
10%
L.01
0.036
OH
Pekerja
60,000.00
65,000.00
2,160.00
2,340.00
L.02
0.060
OH
Tukang Batu
75,000.00
85,000.00
4,500.00
5,100.00
L.03
0.006
OH
Kepala Tukang
90,000.00
95,000.00
540.00
570.00
L.04
0.002
OH
Mandor
80,000.00
85,000.00
160.00
170.00
B
Bahan
69,750.00
72,333.33
1.20
m'
Pipa PVC Ø 4"
45,000.00
46,666.67
54,000.00
56,000.00
0.35
Ls
Perlengkapan 35% x pipa
45,000.00
46,666.67
15,750.00
16,333.33
C
PERALATAN
D
Jumlah A + B + C
77,110.00
80,513.33
E
Overhead & Profit (contoh 10%)
F
A.5.1.1.33
1
7,711.00
8,051.33
Harga Satuan Pekerjaan (D+E)
84,821.00
88,564.67
m'
Pemasangan Pipa Air Limbah Jenis Pipa Tanah Ø 20 cm
75,361.00
82,962.00
A
Tenaga
8,480.00
9,320.00
10%
L.01
0.080
OH
Pekerja
60,000.00
65,000.00
4,800.00
5,200.00
L.02
0.040
OH
Tukang Batu
75,000.00
85,000.00
3,000.00
3,400.00
L.03
0.004
OH
Kepala Tukang
90,000.00
95,000.00
360.00
380.00
L.04
0.004
OH
Mandor
80,000.00
85,000.00
320.00
340.00
B
Bahan
60,030.00
66,100.00
file:///conversion/tmp/scratch/359386722.xls
1.60
bh
pipa tanah
35.00
kg
Semen Portlan
10,000.00
12,000.00
16,000.00
19,200.00
1,050.00
1,100.00
36,750.00
0.014
m3
38,500.00
Pasir Pasang
320,000.00
370,000.00
4,480.00
0.014
m3
5,180.00
Pasir Urug
200,000.00
230,000.00
2,800.00
3,220.00
-
-
99/98
abk 14-14
HARGA BAHAN/UPAH No.
29
SNI
KODE
KOEF
URAIAN PEKERJAAN
SAT. C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
1
L.01
0.060
L.02
0.030
L.03 L.04
A.5.1.1.34
MINIMUM Rp
MAKSIMUM Rp
JUMLAH MINIMUM Rp 68,510.00
MAKSIMUM Rp 75,420.00
6,851.00
7,542.00
Harga Satuan Pekerjaan (D+E)
75,361.00
82,962.00
m'
Pemasangan Pipa Air Limbah Jenis Pipa Tanah Ø 15 cm
35,926.00
40,711.00
A
Tenaga
6,360.00
6,990.00
OH
Pekerja
60,000.00
65,000.00
3,600.00
3,900.00
OH
Tukang Batu
75,000.00
85,000.00
2,250.00
2,550.00
0.003
OH
Kepala Tukang
90,000.00
95,000.00
270.00
285.00
0.003
OH
Mandor
80,000.00
85,000.00
240.00
255.00
B
Bahan
26,300.00
30,020.00
1.60
bh
pipa tanah
8,000.00
9,500.00
12,800.00
15,200.00
6.80
kg
Semen Portlan
1,050.00
1,100.00
7,140.00
7,480.00
0.013
m3
Pasir Pasang
320,000.00
370,000.00
4,160.00
4,810.00
0.011
m3
Pasir Urug
200,000.00
230,000.00
2,200.00
2,530.00
32,660.00
37,010.00
10%
,
30
31
A.5.1.1.35
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
m'
Pemasangan Pipa Beton Ø 15 - 20 cm
A
Tenaga
10%
3,266.00
3,701.00
35,926.00
40,711.00
110,028.60
126,972.45
14,840.00
16,310.00
L.01
0.140
OH
Pekerja
60,000.00
65,000.00
8,400.00
9,100.00
L.02
0.070
OH
Tukang Batu
75,000.00
85,000.00
5,250.00
5,950.00
L.03
0.007
OH
Kepala Tukang
90,000.00
95,000.00
630.00
665.00
L.04
0.007
OH
Mandor
80,000.00
85,000.00
560.00
595.00
B
Bahan
85,186.00
99,119.50
A.5.1.1.36
1.10
bh
pipa beton
42,000.00
50,000.00
46,200.00
55,000.00
0.027
m3
Batu Bata
450,000.00
502,500.00
12,150.00
13,567.50
3.920
kg
Semen Portlan
1,050.00
1,100.00
4,116.00
4,312.00
0.056
m3
Pasir Pasang
320,000.00
370,000.00
17,920.00
20,720.00
0.024
m3
Pasir Urug
200,000.00
230,000.00
4,800.00
5,520.00
100,026.00
115,429.50
1
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
10,002.60
11,542.95
Harga Satuan Pekerjaan (D+E)
110,028.60
126,972.45
m'
Pemasangan Pipa Beton Ø 30 - 100 cm
567,726.50
619,899.50
A
Tenaga
40,280.00
44,270.00
10%
L.01
0.380
OH
Pekerja
60,000.00
65,000.00
22,800.00
24,700.00
L.02
0.190
OH
Tukang Batu
75,000.00
85,000.00
14,250.00
16,150.00
L.03
0.019
OH
Kepala Tukang
90,000.00
95,000.00
1,710.00
1,805.00
L.04
0.019
OH
Mandor
80,000.00
85,000.00
1,520.00
1,615.00
B
Bahan
475,835.00
519,275.00
1.10
bh
pipa beton
180,000.00
190,000.00
198,000.00
209,000.00
0.55
m3
Batu Bata
450,000.00
502,500.00
247,500.00
276,375.00
10.300
kg
Semen Portlan
1,050.00
1,100.00
10,815.00
11,330.00
0.061
m3
Pasir Pasang
320,000.00
370,000.00
19,520.00
22,570.00
0.069
m3
Pasir Urug
200,000.00
230,000.00
13,800.00
15,870.00
516,115.00
563,545.00
file:///conversion/tmp/scratch/359386722.xls
C
PERALATAN
D
Jumlah A + B + C
E
Overhead & Profit (contoh 10%)
F
Harga Satuan Pekerjaan (D+E)
10%
99/99
51,611.50
56,354.50
567,726.50
619,899.50
abk 14-14
