Daftar Harga Satuan Upah Dan Bahan

DAFTAR HARGA SATUAN UPAH DAN BAHAN
NO.
URAIAN HARGA UPAH
HARGA
SATUAN
1
2
Pekerja
Mandor
Rp40,000.00
Rp50,000.00
Org/Hari
OH
3
4
Tukang Batu
Tukang Kayu
Rp60,000.00
Rp60,000.00
OH
OH
5
6
Tukang Besi
Tukang Keramik
Rp60,000.00
Rp60,000.00
OH
OH
7
10
Tukang Plafond
Tukang Pasang Pipa
Rp60,000.00
Rp60,000.00
OH
OH
11
12
Tukang Cat
Kepala Tukang
Rp60,000.00
Rp70,000.00
OH
OH
13
Jaga Malam
Rp25,000.00
OH
URAIAN HARGA BAHAN_BAHAN
HARGA
SATUAN
NO.
A.
1
1
TIMBUNAN/GALIAN
Tanah Timbun/Merah
Rp57,500.00
Pasir Timbun/Urug
Rp61,500.00
M3
M3
Pasir Pasang
Rp75,500.00
M3
Pasir Beton
Rp86,400.00
M3
Sirtu
Rp81,500.00
M3
Tanah Humus
Rp65,000.00
M3
B.
1
BAHAN PEREKAT
Portland Cement (PC)
Rp1,100.00
Kg
2
3
Semen Putih
Lem Kayu
Rp2,150.00
Rp32,500.00
Kg
Kg
4
5
Lem Vinyl/Karet
Perekat Kaca
Rp39,000.00
Rp76,500.00
Kg
Kg
Waterproof
Rp47,500.00
Kg
C.
BATU / BATU CETAKAN
Batu Kerikil/Koral 3 - 5 cm
###
M3
###
M3
###
M3
###
M3
Rp99,900.00
M3
Batu Pecah 1 - 2 cm
###
M3
Batu Pecah 2 - 3 cm
###
M3
Batu Pecah 3 - 5 cm
###
M3
Batu Pecah 5 - 7 cm
###
M3
10
Batu Kacang/Jagung 0,5 - 1 cm
###
M3
11
Batu Splyt
###
M3
12
13
Batu Bata Biasa 5x10x20 cm

Batu Bata Mesin 5x10x20 cm
Rp380.00
Rp550.00
Bh
Bh
14
Batu Bataco 6x12x24 cm
Rp3,360.00
Bh
15
Batu Krawang 10x10x20 cm
Rp2,480.00
Bh
16
17

Rp2,750.00
Rp3,030.00
Bh
Bh
18
19
Concrete Block (CB) 10

Rp675.00
Rp1,450.00
Bh
Bh
20
21

Bondbeam 40x20x20 cm
Rp2,650.00
Rp26,330.00
Bh
Bh
22
Con Block Warna Type Hollan tbl 6 cm
Rp1,570.00
Bh
23
Con Block Warna Type Uni Pave tbl 6 cm
Rp1,460.00
Bh
24
Con Block Warna Type Dosex Six tbl 6 cm
Rp1,680.00
Bh
25
Con Block Warna Type Hexagon tbl 6 cm
Rp1,600.00
Bh
26
Con Block K 125
Rp1,610.00
Bh
27
Con Block K 175
Rp2,630.00
Bh
D.
KAYU/LANGIT-LANGIT
Balok Kayu Jati
###
M3
Papan Kayu Jati
###
M3
Balok Kayu Damar Laut
###
M3
Papan Kayu Damar Laut
###
M3
Balok Kayu Meranti Batu
###
M3
Papan Kayu Meranti Batu
###
M3
Balok Kayu Kapur
###
M3
Papan Kayu Kapur
###
M3
Balok Kayu Meranti Kls. II
###
M3
10
Papan Kayu Meranti Kls. II
###
M3
11
Kayu Sembarang/Bekisting
###
M3
12
Kayu Bakar
###
M3
13
Papan Lambsering/Rider
###
M2
14
Kayu Lat Asbes 5x30x400 mm
Rp6,750.00
Btg
15
Kayu Kaso 5 - 7/400 cm
Rp83,160.00
Btg
16
Kayu Dolken/Kayu Laut 7,5 - 10/400 cm
Rp17,500.00
Btg
17
Bambu 6 - 8/600 cm
Rp12,500.00
Btg
18
Bilik Bambu
Rp14,850.00
M2
19
Kayu Profil 1"
Rp5,700.00
M'
20
Kayu Profil 2"
Rp11,400.00
M'
21
Kayu Profil 3"
Rp17,100.00
M'
22
Kayu Profil 4"
Rp22,800.00
M'
23
Profil Gypsum 2"
Rp4,180.00
M'
24
Profil Gypsum 3"
Rp4,950.00
M'
25
Profil Gypsum 4"
Rp6,050.00
M'
26
Profil Gypsum 6"
Rp7,150.00
M'
27
Playwood 120x240 tbl. 18 mm
###
Lbr
28
###
Lbr
29
###
Lbr
30
Rp74,340.00
Lbr
31
Rp49,560.00
Lbr
32
Teakwood 120x240 tbl. 3 mm
Rp51,980.00
Lbr
33
Triplek Jati 120x240 tbl. 3 mm
Rp81,380.00
Lbr
34
Triplek Sungkai 120x240 tbl. 3 mm
Rp76,130.00
Lbr
35
Formica 120x240 cm
Rp70,880.00
Lbr
36
Soft Board 120x240 tbl. 4 mm
Rp53,450.00
Lbr
37
Rp80,330.00
Lbr
38
###
Lbr
39
###
Lbr
40
Gypsum 120x240 tbl. 6 mm
Rp57,230.00
Lbr
41
Rp68,250.00
Lbr
42
Rp89,250.00
Lbr
43
Asbes Lokal 100x100 cm
Rp7,880.00
Lbr
44
Asbes Atrisco 100x100 cm t=4 mm
Rp11,030.00
Lbr
45
Rp13,790.00
Lbr
46
Rp16,550.00
Lbr
47
Akustik 30x30 cm
Rp7,760.00
Lbr
48
Akustik 30x60 cm
Rp15,520.00
Lbr
49
Akustik 30x120 cm
Rp62,080.00
Lbr
E.
BESI/ALLUMINIUM
Besi Beton Polos
Rp11,850.00
Kg
Besi Beton Ulir
Rp11,940.00
Kg
Besi Profil WF/INP
Rp13,170.00
Kg
Besi Siku
Rp6,740.00
Kg
Besi CNP
Rp11,220.00
Kg
Besi Plat Strip
Rp7,320.00
Kg
Besi Plat Polos
Rp12,390.00
Kg
Kawat Besi Beton
Rp13,750.00
Kg
Kawat Licin/Seng Polos
Rp20,480.00
Kg
Rp3,660.00
M'
10
Kawat Duri
11
Kawat Nyamuk
Rp10,890.00
M2
12
Kawat Kasa
Rp12,650.00
M2
13
Kawat Harmonika # 1"
Rp21,450.00
M2
14
Kawat Burung
Rp11,550.00
M2
15
Pagar Kawat BRC 120 Polos
###
Lbr
16
Pintu Besi
###
M2
17
Pintu Gulung Besi
###
M2
18
Pintu Lipat Besi
###
M2
19
Pintu Rolling Door
###
M2
20
Jerajak Besi Bermotif
###
M2
21
Jerajak Besi Strip
###
M2
22
Rangka Baja Ringan
###
M2
23
Kosen Pintu Alluminium (80x210) Coklat
###
Bh
24
Kosen Pintu Alluminium (80x210) Putih
###
Bh
25
Kosen Jendela Alluminium (120x60) Coklat
###
Bh
26
Kosen Jendela Alluminium (120x60) Putih
###
Bh
27
Pintu Alluminium (80x210) Coklat
###
Bh
28
Pintu Alluminium (80x210) Putih
###
Bh
29
Jendela Alluminium + Kaca 5 mm (120x60) Coklat
###
Bh
30
Jendela Alluminium + Kaca 5 mm (120x60) Putih
###
Bh
31
Kosen Pintu/Jendela Alluminium Coklat
Rp71,500.00
M'
32
Kosen Pintu/Jendela Alluminium Putih
Rp60,500.00
M'
33
Daun Jendela Alluminium Coklat
Rp49,500.00
M'
34
Daun Jendela Alluminium Putih
Rp44,000.00
M'
35
Profil Alluminium T
Rp7,700.00
M'
36
Vention Blinds
###
M2
37
Vertical Blinds
###
M2
38
Bingkai Naco Niki Hitam
###
M2
39
Bingkai Naco Niki Putih
###
M2
40
Paku Beton 0,5" - 2"
Rp280.00
Bh
41
Paku Beton 2" - 5"
Rp480.00
Bh
42
Paku Biasa 0,5" - 2"
Rp15,400.00
Kg
43
Paku Biasa 2" - 5"
Rp13,200.00
Kg
44
Sekrup Macam Ukuran
Rp19,250.00
Kg
45
Sekrup 0,5" - 2"
Rp385.00
Bh
46
Sekrup Fisher
Rp325.00
Bh
47
Bout 5/8" - 8"
Rp18,150.00
Bh
48
Bout Angker 3/4" - 10"
Rp41,250.00
Bh
49
Bout Ramset/Dina Bolt
Rp650.00
Bh
F.
PENUTUP LANTAI DAN DINDING
Ubin Granito 30x30 cm
Rp23,870.00
Bh
Rp42,350.00
Bh
Rp95,150.00
Bh
Ubin Mosaik 30x30 cm
Rp12,650.00
Bh
Ubin Marmer Ex. Dn
###
M2
Ubin Teralux Marmer 30x30 cm
Rp24,750.00
Bh
Rp44,000.00
Bh
Rp99,550.00
Bh
Ubin Keramik 10x20 cm
Rp1,100.00
Bh
10
Rp1,270.00
Bh
11
Rp2,260.00
Bh
12
Rp2,860.00
Bh
13
Rp3,520.00
Bh
14
Rp5,060.00
Bh
15
Ubin Keramik 30x30 cm anti slip
Rp5,720.00
Bh
16
Rp8,800.00
Bh
17
Ubin Keramik Artistik 5x20 cm
Rp830.00
Bh
18
Rp830.00
Bh
19
Rp1,650.00
Bh
20
Ubin Keramik Essenza 30x30 cm
Rp19,250.00
Bh
21
Ubin Keramik Essenza 40x40 cm
Rp34,210.00
Bh
22
Porselen 11x11 cm Putih
Rp1,100.00
Bh
23
Porselen 11x11 cm Warna
Rp1,320.00
Bh
24
Porselen 15x15 cm Putih
Rp2,090.00
Bh
25
Porselen 15x15 cm Warna
Rp2,310.00
Bh
26
Plint Ubin Teralux Marmer 10x30 cm
Rp14,850.00
Bh
27
Rp26,400.00
Bh
28
Rp59,730.00
Bh
29
Plint Ubin Granito 10x30 cm
Rp25,410.00
Bh
30
Rp57,090.00
Bh
31
###
Bh
32
Plint Ubin Keramik 10x30 cm
Rp3,740.00
Bh
33
Rp5,170.00
Bh
34
Rp7,370.00
Bh
35
Rp5,280.00
Bh
36
Rp7,040.00
Bh
37
Rp10,560.00
Bh
38
Batu Lapis Dinding 7x3x24
Rp1,850.00
Bh
39
Batu Tempel Hitam
Rp95,000.00
M2
40
Batu Poros
###
M2
41
Carpet
Rp82,500.00
M2
42
Carpet 80% Wool, 20% Nylon
Rp79,500.00
M2
43
Feltex Carpet 100% Wool-T-21
Rp77,500.00
M2
44
Underlyer tebal 6 mm/Rubber Corrugated
Rp95,000.00
M2
45
Vynil Asbes 30x30 cm
Rp7,480.00
Bh
46
Vynil Karet 30x30 cm KL I
Rp8,910.00
Bh
47
Vynil Karet 30x30 cm KL II
Rp8,250.00
Bh
48
Vynil Motif Kembang Ex. Dn 30x30 cm
Rp8,580.00
Bh
49
Vynil Wall Covering lebar 50 cm
Rp57,500.00
M2
50
Perquet Jati
###
M2
51
Gymfloor
Rp72,500.00
M2
52
Paku Pancing 60 - 230
Rp650.00
Bh
53
Sekrup 3,5"
Rp370.00
Bh
54
Sekrup 3,5"
Rp18,500.00
Kg
G.
PENUTUP ATAP
Atap Genteng Palentong
Rp1,520.00
Bh
Atap Genteng Palentong Super
Rp3,620.00
Bh
Atap Genteng Kodok
Rp1,970.00
Bh
Atap Genteng Beton
Rp5,430.00
Bh
Atap Genteng Keramik
Rp10,350.00
Bh
Atap Genteng Aspal
Rp10,290.00
Lbr
Atap GentengMetal/Multi Roof 35
Rp58,300.00
M2
Atap Genteng Asbes Cement 0,35
Rp60,720.00
Lbr
Atap Sirap
Rp940.00
Bh
10
Atap Alluminium Gelombang tebal 0,55
Rp89,250.00
Lbr
11
Atap Seng Gelombang 3'x6' BJLS 35
Rp54,220.00
Lbr
12
Atap Seng super Deck 3'x6' tebal 0,30
Rp66,000.00
Lbr
13
Roof Light Fibreglass Gelombang 180x90 cm
Rp41,170.00
Lbr
14
Atap Asbes Gelombang 1,8x1,05 tbl. 4 mm
Rp51,980.00
Lbr
15
Rp81,530.00
Lbr
16
Rp94,500.00
Lbr
17
Rp99,000.00
Lbr
18
Rp60,860.00
Lbr
19
Rp76,090.00
Lbr
20
Rp83,000.00
Lbr
21
Rp91,300.00
Lbr
22
Rp87,420.00
Lbr
23
###
Lbr
24
###
Lbr
25
###
Lbr
26
Genteng Bubung Palentong
Rp8,500.00
Bh
27
Genteng Bubung Palentong super
Rp11,580.00
Bh
28
Genteng Bubung Kodok
Rp8,690.00
Bh
29
Nok Genteng Beton
Rp12,220.00
Bh
30
Nok Genteng Keramik
Rp13,670.00
Bh
31
Nok Genteng Aspal
Rp26,680.00
Bh
32
Nok Genteng Metal/Multu Roof (Decra Bond)
Rp37,400.00
Bh
33
Nok Genteng Asbes Gelombang Cement 0,35
Rp30,700.00
Lbr
34
Nok Alluminium Standard 40 cm 18swg 22
Rp43,540.00
M2
35
Bubung/Nok Stel Gelombang 0,92 m' tbl. 5 mm
Rp17,810.00
Lbr
36
Rp23,630.00
Lbr
37
Rp25,920.00
Lbr
38
Bubung/Nok Paten 0,92 m' tbl. 5 mm
Rp33,460.00
Lbr
39
Rp28,140.00
Lbr
40
Rp39,050.00
Lbr
41
Bubung/Nok Stel Rata 0,92 m' tbl. 5 mm
Rp32,800.00
Lbr
42
Rp27,500.00
Lbr
43
Rp36,910.00
Lbr
44
Seng Plat 3'x6' BJLS 35
###
Lbr
45
Rp94,500.00
Lbr
46
Plastic Aerator
Rp25,000.00
Bh
47
Sisalation/Alluminium Foil
Rp70,180.00
M2
48
Paku Seng + ring Karet
Rp18,500.00
Kg
49
Paku Seng + ring Karet
Rp370.00
Bh
50
Paku Hak panjang 15 cm
Rp27,750.00
Kg
H.
KUNCI DAN KACA
Kunci Tanam Antik
###
Bh
Kunci Tanam Biasa
Rp81,840.00
Bh
Kunci Tanam Kamar Mandi
Rp49,720.00
Bh
Kunci Silinder
Rp31,350.00
Bh
Kunci Selot
Rp24,750.00
Bh
Kunci Lemari
Rp11,220.00
Bh
Engsel Pintu 4"
Rp13,750.00
Bh
Engsel Jendela 3"
Rp10,230.00
Bh
Engsel Angin
Rp22,770.00
Bh
10
Kait Angin
Rp17,380.00
Bh
11
Rel Pintu Dorong
###
Bh
12
Sealent
Rp35,750.00
Kg
13
Spring Knip
Rp8,250.00
Bh
14
Door Closer
Rp99,770.00
Bh
15
Door Handle
###
Bh
16
Door Stop
Rp34,650.00
Bh
17
Espanyolet
Rp80,410.00
Bh
18
Kaca Block 20x20 cm
Rp23,650.00
Bh
19
Kaca Polos tbl. 3 mm
Rp79,200.00
M2
20
###
M2
21
###
M2
22
Kaca Reyben tbl. 5 mm
###
M2
23
Kaca Reyben tbl. 8 mm
###
M2
24
Kaca Buram tbl. 3 mm
Rp66,000.00
M2
25
###
M2
26
###
M2
27
Kaca Cermin tbl. 5 mm
###
M2
28
###
M2
29
###
M2
30
Kaca Patri
###
M2
31
Kaca Wireglass
###
M2
32
Kaca Reyben Naco 30x60 cm tbl. 5 mm
Rp12,350.00
Lbr
33
Kaca Bening Naco 30x60 cm tbl. 5 mm
Rp9,750.00
Lbr
I.
CAT/MINYAK
Cat Dasar
Rp14,300.00
Kg
Cat Tembok setara Vinilex
Rp17,600.00
Kg
Cat Minyak untuk Kayu
Rp32,450.00
Kg
Cat Minyak untuk Besi
Rp35,750.00
Kg
Cat Menie Kayu
Rp18,700.00
Kg
Cat Menie Besi
Rp23,100.00
Kg
Cat Sending
Rp49,500.00
Kg
Cat Melamix
Rp53,900.00
Kg
Cat Vernis Jadi
Rp43,890.00
Kg
10
Plamir
Rp14,300.00
Kg
11
Dempul Gypsum
Rp9,460.00
Kg
12
Dempul Cat
Rp10,780.00
Kg
13
Minyak Cat
Rp10,010.00
Kg
14
Minyak Bekisting
Rp5,720.00
Ltr
15
Residu/Kolter
Rp5,940.00
Ltr
16
Soda Api
Rp11,000.00
Kg
17
Sabun
Rp9,350.00
Kg
18
Kuas
Rp7,150.00
Bh
19
Ampelas/Kertas Pasir
Rp1,650.00
Lbr
20
Wallpaper
Rp27,830.00
M2
J.
SANITASI/PIPA
Kloset Duduk/Monoblok Lengkap Tangki
###
Bh
Kloset Duduk/Monoblok Tangki
###
Bh
Kloset Jongkok Porselen
###
Bh
Bakkif Porselen
###
Bh
Wastafel
###
Bh
Urinoir
###
Bh
Kran Air " - "
Rp24,860.00
Bh
Kran Air Leher Angsa "
Rp70,180.00
Bh
Kran shower
Rp84,150.00
Bh
10
Kran Cebok
Rp65,670.00
Bh
11
Bak Fibreglass 0,3 M3
###
Bh
12
Bak Fibreglass 1 M
###
Bh
13
Bak Cuci Piring Stainless 2 Lobang
###
Bh
14
Bak Cuci Piring Teraso 2 Lobang
###
Bh
15
Tempat Sabun Keramik
Rp51,150.00
Bh
16
Floor Drain 4" Stainless
Rp15,000.00
Bh
17
Stop Kran "
Rp27,500.00
Bh
18
Tutup Bak Air 1" Kuningan
Rp12,500.00
Bh
19
Instalasi Air Bersih
###
Ttk
20
Instalasi Air kotor/Limbah
###
Ttk
21
Buis Beton 15 cm
Rp10,230.00
M'
22
Buis Beton 20 cm
Rp16,170.00
M'
23
Buis Beton 30 cm
Rp18,260.00
M'
24
Buis Beton 15 cm
Rp17,490.00
M'
25
Buis Beton 20 cm
Rp24,860.00
M'
26
Buis Beton 30 cm
Rp51,150.00
M'
27
Buis Beton 40 cm
Rp57,640.00
M'
28
Buis Beton 50 cm
Rp87,230.00
M'
29
Buis Beton 60 cm
###
M'
30
Buis Beton 80 cm
###
M'
31
Buis Beton 100 cm
###
M'
32
Pipa PVC Tipe AW "
Rp30,250.00
Btg
33
Pipa PVC Tipe AW "
Rp40,540.00
Btg
34
Pipa PVC Tipe AW 1"
Rp67,500.00
Btg
35
Pipa PVC Tipe AW 1 "
Rp97,500.00
Btg
36
Pipa PVC Tipe AW 2"
###
Btg
37
Pipa PVC Tipe AW 2 "
###
Btg
38
Pipa PVC Tipe AW 3"
###
Btg
39
Pipa PVC Tipe AW 4"
###
Btg
40
Pipa Besi Hitam "
Rp80,580.00
Btg
41
Pipa Besi Hitam "
###
Btg
42
Pipa Besi Hitam 1"
###
Btg
43
Pipa Besi Hitam 1 "
###
Btg
44
Pipa Besi Hitam 2"
###
Btg
45
Pipa Besi Hitam 2 "
###
Btg
46
Pipa Galvanis "
Rp80,580.00
Btg
47
Pipa Galvanis "
###
Btg
48
Pipa Galvanis 1"
###
Btg
49
Pipa Galvanis 1 "
###
Btg
50
Pipa Galvanis 1 "
###
Btg
51
Pipa Galvanis 2"
###
Btg
52
Pipa Galvanis 2 "
###
Btg
53
Fitting Pipa AW 1"
54
Knee AW 1"
Rp4,750.00
Bh
55
Tee AW 1"
Rp6,500.00
Bh
56
Socht AW 1"
Rp4,250.00
Bh
57
F-Knee 1"
Rp7,250.00
Bh
58
F-Tee 1"
Rp11,500.00
Bh
59
Bocht LL-D 1"
Rp22,500.00
Bh
60
Union Socht 1"
Rp67,500.00
Bh
61
D-Nipple 1"
Rp16,500.00
Bh
62
Water Moer 1"
Rp29,500.00
Bh
K.
LISTRIK/ACCESORIES
Lampu TL 1x20 W Lengkap Kotak
Rp49,500.00
Set
Rp55,000.00
Set
###
Set
###
Set
Lampu TL Bambu 1x20 W Lengkap
Rp99,000.00
Set
Lampu TL Bambu 1x40 W Lengkap
###
Set
Lampu XL 5 W + Fitting
Rp23,100.00
Set
Rp24,750.00
Set
Rp26,400.00
Set
10
Rp30,250.00
Set
11
Rp30,800.00
Set
12
Rp35,200.00
Set
13
Lampu Down Light 5 W Lengkap
Rp49,500.00
Set
14
Lampu Pijar 5 W + Fitting
Rp3,960.00
Set
15
Rp4,070.00
Set
16
Rp4,180.00
Set
17
Rp4,290.00
Set
18
Rp4,400.00
Set
19
Rp4,510.00
Set
20
Stop Kontak Tanam
Rp9,350.00
Bh
21
Saklar Tunggal
Rp13,200.00
Bh
22
Saklar Ganda
Rp14,300.00
Bh
23
Saklar Triple
Rp16,500.00
Bh
24
Zekring Box 1 Grup
Rp22,000.00
Unit
25
Zekring Box 2 Grup
Rp27,500.00
Unit
26
Zekring Box 3 Grup
Rp33,000.00
Unit
27
Zekring Box 4 Grup
Rp38,500.00
Unit
28
MCB 2 Ampere
Rp30,250.00
Unit
29
MCB 4 Ampere
Rp38,500.00
Unit
30
MCB 6 Ampere
Rp61,600.00
Unit
31
MCB 8 Ampere
Rp90,200.00
Unit
32
Kabel Listrik NYA 1,5 mm
Rp940.00
M'
33
Kabel Listrik NYA 2,5 mm
Rp1,650.00
M'
34
Kabel Listrik NYA 4 mm
Rp7,260.00
M'
35
Kabel Listrik NYM 2 1,5 mm
Rp3,630.00
M'
36
Kabel Listrik NYM 2 2,5 mm
Rp9,080.00
M'
37
Kabel Listrik NYM 2 4 mm
Rp14,520.00
M'
38
Instalasi Listrik Titik Api/Lampu Nyala
Rp85,000.00
Ttk
ANALISA ANGGARAN BIAYA BANGUNAN
ID
VOLUME
SAT.
URAIAN
HARGA
SATUAN (Rp.)
JUMLAH HARGA
MATERIAL (Rp.)
PEKERJAAN TANAH
An. A.1
An. A.3
An. A.18a
An. A.18b
1 m3 Galian Tanah Biasa Manual < 1500mm

0.65 org
Pekerja
0.02 org
Mandor
1 m3 Menimbun dan Memadatkan < 1500mm

0.16 org
Pekerja
0.01 org
Mandor
An. G.32.g
Pasir urug
Pekerja
Mandor
@ Rp. 50,000
@ Rp. 35,000
@ Rp. 40,000
Jumlah
Upah
x 1
1 m3 Timbunan Tanah
1.1 m3
0.21 org
0.01 org
Tanah urug
Pekerja
Mandor
@ Rp. 35,000
@ Rp. 35,000
@ Rp. 40,000
Kali 1:3
M3
Batu Kali
Zak
Semen PC @ 40 Kg
M3
Pasir Pasang
Org
Pekerja
Org
Mandor
Org
Tukang Batu
Org
Kepala Tukang
1 m' Pekerjaan Bowplank

0 m3
0.01 kg
0 org
0.04 org
0.01 org
0 org
1 M3 Pasangan Batu
420
4.6
0.33
4
0.2
1.5
0.15
Kayu sembarang
Paku kayu
Kepala tukang
Tukang Batu
Pekerja
Mandor
Bata 1:3
Buah
Zak
M3
Org
Org
Org
Org
Batu Bata
Semen PC @ 40 Kg
Pasir Pasang
Pekerja
Mandor
Tukang Batu
Kepala Tukang
PEKERJAAN PONDASI
PP
6.5.
@ Rp. 35,000
@ Rp. 40,000
1 m3 Timbunan Pasir Urug

1.2 m3
0.21 org
0.01 org
An. G.31.m 1 M3 Pasangan Batu

1.2
4.03
0.38
4
0.2
2
0.2
An. F.0
@ Rp. 35,000
@ Rp. 40,000
Jumlah
Upah
x 3/4
1 m3
Pasangan pondasi batu kali, 1Pc : 4Ps

Analisa Pekerjaan
Page 11 of 44
@ Rp. 120,000
@ Rp. 38,850
@ Rp. 50,000
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x
@
@
@
@
@
###
Rp. 11,500
Rp. 60,000
Rp. 50,000
Rp. 35,000
Rp. 40,000
Jumlah
Upah
x
@ Rp. 380
@ Rp. 38,850
@ Rp. 50,000
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x
Rp. 60,000
= Rp. 60,000
Rp. 38,500
= Rp. 38,500
Rp. 319,550
= Rp. 144,000
= Rp. 156,647
= Rp. 18,900
2/ 5
Rp. 11,330
= Rp. 11,250
= Rp. 77
2/ 5
Rp. 354,810
= Rp. 159,600
= Rp. 178,710
= Rp. 16,500
7/20
6.5.1.
6.5.2.
Bahan
Batu Belah 15/20 cm
Semen Portland
Pasir Pasang
1.100 M3
163.000 Kg
0.520 M3
x
x
x
1.500 OH
0.600 OH
0.060 OH
0.075 OH
x
x
x
x
Tenaga
Pekerja
Tukang Batu
Kepala Tukang
Mandor
PEKERJAAN BETON
An. I.2
110 Kg Mengerjakan
110
1.5
9
9
3
(memotong/memasang) besi beton bertulang

Kg
Besi Beton
@ Rp. 17,500
= Rp. 1,925,000
Kg
Kawat Beton
@ Rp. 9,000
= Rp. 13,500
Org
Pekerja
@ Rp. 35,000
Org
Tukang
@ Rp. 40,000
Org
Kepala Tukang
@ Rp. 50,000
Jumlah
Upah
x 1/8
Untuk 1 Kg pembesian
Sup. G.42
1 M3 Pekerjaan betonan K175

1 M3
An. G.44
20 M2
An.F.8c
124 Kg
An.I.2
An. G.44
1 M3 Beton Cor 1:3:6

4.24 Zak
0.34 M3
0.62 M3
6 Org
0.3 Org
1 Org
0.1 Org
An. F.8a
An. F.8c
Rp. 269,080
= Rp. 243,720
= Rp. 7,740
= Rp. 17,620
Rp. 243,720
@ Rp. 38,850
= Rp. 164,724
@ Rp. 50,000
= Rp. 17,000
@ Rp. 100,000
= Rp. 62,000
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x 4/9
Semen PC @ 40 Kg
Pasir Pasang
Batu Kerikil
Pekerja
Mandor
Tukang
Kepala Tukang
1 M2 Mengerjakan Cetakan Beton

0.04 M3
Kayu Kelas Kuat IV (Sembarang)
###
0.4 Kg
Paku
@ Rp. 11,500
0.2 Org
Pekerja
@ Rp. 35,000
0.01 Org
Mandor
@ Rp. 40,000
0.5 Org
Tukang
@ Rp. 50,000
0.05 Org
Kepala Tukang
@ Rp. 60,000
Jumlah
Bahan
x 1/2
Upah
x 5/8
1 M2 Mengerjakan bekisting sloof, kolom dan balok praktis
0.01 M3
0.02 Kg
Paku
1.25 Jam
Memasang dan menyetel
0.75 Jam
Membongkar dan reparasi
0.29 Org
Pekerja
0.01 Org
Mandor
0.14 Org
Tukang
0.01 Org
Kepala Tukang
Bahan
Upah
An. F.8e
Rp. 17,620
1 M2 Mengerjakan bekisting lantai/duck beton

Analisa Pekerjaan
Page 12 of 44
###
@ Rp. 11,500
@
@
@
@
Rp.
Rp.
Rp.
Rp.
x 1/4
x 2/5
35,000
40,000
50,000
60,000
Jumlah
Rp. 52,300
= Rp. 100,000
= Rp. 4,600
= Rp. 104,600
= Rp. 52,300
Rp. 7,740
= Rp. 30,750
= Rp. 212
= Rp. 30,962
= Rp. 7,740
Rp. 36,780
0.04
0.36
0.39
2
1
0.43
0.02
0.21
0.02
PB
M3
Kg
lbr
Jam
Jam
Org
Org
Org
Org

Paku
Triplex 4mm
Memasang dan menyetel
Membongkar dan reparasi
Pekerja
Mandor
Tukang
Kepala Tukang
###
@ Rp. 11,500
@ Rp. 45,000
@
@
@
@
Rp.
Rp.
Rp.
Rp.
35,000
40,000
50,000
60,000
Jumlah
= Rp. 88,889
= Rp. 4,089
= Rp. 17,364
Bahan
x 1/3
Sup. G.43a 1 M3 Pekerjaan beton bertulang sloof & kolom/balok praktis K175
1 M3
An. G.43
10 M2
An.F.8c
110 Kg
An.I.2
= Rp. 110,342
= Rp. 36,780
Rp. 2,263,960
= Rp. 243,720
= Rp. 82,040
= Rp. 1,938,200
Sup. G.43b 1 M3 Pekerjaan beton bertulang pondasi & kolom K175

1 M3
An. G.43
18 M2
An.F.8c
115 Kg
An.I.2
Rp. 2,409,340
= Rp. 243,720
= Rp. 139,320
= Rp. 2,026,300
Sup. G.43c 1 M3 Pekerjaan beton bertulang balok & plat K175

1 M3
An. G.43
12 M2
An.F.8c
130 Kg
An.I.2
Rp. 2,627,200
= Rp. 243,720
= Rp. 92,880
= Rp. 2,290,600
6.46.
6.46.1.
6.46.2.
1 m3 Membuat ring balok beton bertulang (10x15) cm

Bahan
Kayu Sembarang, papan
0.003 M3
Paku Biasa 2" - 5"
0.020 Kg
Besi Beton Polos
3.600 Kg
Kawat Beton
0.050 Kg
Semen Portland
5.500 Kg
Pasir Beton
0.009 M3
Koral Beton 1/ 2
0.015 M3
x
x
x
x
x
x
x
Tenaga
Pekerja
Tukang Batu
Tukang Kayu
Tukang Besi
Kepala Tukang
Mandor
x
x
x
x
x
x
0.100 OH
0.033 OH
0.033 OH
0.033 OH
0.010 OH
0.005 OH
PEKERJAAN DINDING DAN LANTAI

An. G.32.l
An. G.32.k
1 M2 Pasangan 1/2 Batu Bata

60 Buah
0.26 Zak
0.05 M3
0.54 Org
0.03 Org
0.18 Org
0.02 Org
1 M2 Pasangan 1/2 Batu Bata

60 Buah
0.46 Zak
0.04 M3
0.54 Org
0.03 Org
0.18 Org
1:5
Batu Bata
Semen PC @ 40 Kg
Pasir Pasang
Pekerja
Mandor
Tukang Batu
Kepala Tukang
1:3
Batu Bata
Semen PC @ 40 Kg
Pasir Pasang
Pekerja
Mandor
Tukang Batu
Analisa Pekerjaan
Page 13 of 44
@ Rp. 380
@ Rp. 38,850
@ Rp. 50,000
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x
@ Rp. 380
@ Rp. 38,850
@ Rp. 50,000
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
Rp. 35,640
= Rp. 22,800
= Rp. 10,101
= Rp. 2,736
1/ 3
Rp. 42,740
= Rp. 22,800
= Rp. 17,871
= Rp. 2,067
0.02 Org
An. G.50.l
An. G.50.r
An. G.16
An. G.72c
An. G.72d
An. G. 141
An. G.68b
Kepala Tukang
1 M2 Plasteran 1:3 tebal 15 mm

0.2 Zak
Semen PC @ 40 Kg
0.02 M3
Pasir Pasang
0.4 Org
Pekerja
0.02 Org
Mandor
0.15 Org
Tukang
0.02 Org
Kepala Tukang

0.14 Zak
Semen PC @ 40 Kg
0.03 M3
Pasir Pasang
0.4 Org
Pekerja
0.02 Org
Mandor
0.15 Org
Tukang
0.02 Org
Kepala Tukang
1 M3 Perekat 1:3
11.25 Zak
1.08 M3
Semen PC @ 40 Kg
Pasir Pasang
@ Rp. 60,000
Jumlah
Upah
x
@
@
@
@
@
@
@
@
@
@
@
@
38,850
50,000
35,000
40,000
50,000
60,000
Jumlah
Upah
x
38,850
50,000
35,000
40,000
50,000
60,000
Jumlah
Upah
x
@ Rp. 38,850
@ Rp. 50,000
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
1 M2 Ubin Keramik 30 x 30 cm Pas 1:4

1 M2
Keramik 30 x 30 cm
0.26 Zak
Semen PC @ 40 Kg
0.01 Zak
Semen Putih
0.04 M3
Pasir Pasang
0.5 Org
Pekerja
0.03 Org
Mandor
0.25 Org
Tukang
0.03 Org
Kepala Tukang
@
@
@
@
@
@
@
@
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
Analisa Pekerjaan
Page 14 of 44
1/ 3
Rp. 6,550
= Rp. 5,245
= Rp. 1,306
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.
@
@
@
@
@
@
@
@
1 M' Pasangan Plint Ubin Keramik 10 x 30 cm Pas 1:4

0.25 M2
Keramik 30 x 30 cm
0.06 Zak
Semen PC @ 40 Kg
Rp. 8,900
= Rp. 7,925
= Rp. 970
Rp.
Rp.
Rp.
Rp.
Rp.
Rp.

1 M2
Keramik 20 x 20 cm
0.32 Zak
Semen PC @ 40 Kg
0.01 Zak
Semen Putih
0.04 M3
Pasir Pasang
0.5 Org
Pekerja
0.03 Org
Mandor
0.25 Org
Tukang
0.03 Org
Kepala Tukang
1 M2 Pemasangan Keramik Dinding 20 x 25 cm Pas 1:3

1 M2
Keramik 20 x 25 cm
0.02 M3
Perekat 1:3 (G.16)
1 Org
Pekerja
0.05 Org
Mandor
0.5 Org
Tukang
0.05 Org
Kepala Tukang
1/ 3
1/ 3
Rp. 491,020
= Rp. 437,024
= Rp. 54,000
Rp. 53,940
38,850
= Rp. 38,850
38,850
= Rp. 12,432
70,000
= Rp. 753
50,000
= Rp. 1,900
35,000
40,000
50,000
60,000
Jumlah
Upah
x 1/2
Rp. 47,760
35,000
= Rp. 35,000
38,000
= Rp. 9,728
75,000
= Rp. 930
50,000
= Rp. 2,100
35,000
40,000
50,000
60,000
Jumlah
Upah
x 3/8
@ Rp. 38,850
@ Rp. 9,820
@ Rp. 35,000
@ Rp. 40,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x
@ Rp. 35,700
@ Rp. 38,850
Rp. 39,050
= Rp. 38,850
= Rp. 196
7/25
Rp. 11,840
= Rp. 8,925
= Rp. 2,486
0.01
0.3
0.02
0.15
0.02
An. G.70
M3
Org
Org
Org
Org
Pasir Pasang
Pekerja
Mandor
Tukang
Kepala Tukang
1 M' Pasangan bon-bon keramik

1 m'
Bon-bon keramik kecil
0.01 Zak
Semen Putih
0.1 Org
Tukang
0.01 Org
Kepala Tukang
@
@
@
@
@
Rp.
Rp.
Rp.
Rp.
Rp.
50,000
35,000
40,000
50,000
60,000
Jumlah
Upah
x
= Rp. 425
1/ 2
Rp. 8,870
= Rp. 8,400
= Rp. 469
@ Rp. 8,400
@ Rp. 75,000
@ Rp. 50,000
@ Rp. 60,000
Jumlah
Upah
x 1/2
PEKERJAAN KAYU, ATAP & PLAFOND

An. F.22
An. F.21
An. F.27a
An. F.33a
An. F.36
1 m3 Pekerjaan Kuda-Kuda
1.1 m3
8 org
0.4 org
24 org
2.4 org
Kayu SK
Pekerja
Mandor
Tukang
Kepala tukang
1 m' Pekerjaan Lesplank 22 cm

0.005 m3
Papan sembarang
0.022 kg
Paku
0.062 org
Pekerja
0.003 org
Mandor
0.178 org
Tukang
0.018 org
Kepala tukang
1 m3 Pekerjaan Kozen Tanpa

1.1 m3
12 org
0.6 org
36 org
3.6 org
Jalusi/Ventilasi
Kayu Damar
Pekerja
Mandor
Tukang
Kepala tukang
1 m2 Pekerjaan Daun Pintu Panel

0.04 m3
Papan Meranti
2.5 org
Pekerja
0.13 org
Mandor
7.5 org
Tukang
0.75 org
Kepala tukang
1 m2 Pekerjaan Daun Pintu/Jendela Kaca

0.04 m3
Papan Meranti (steam)
0.8 m2
Kaca 4mm
0.05 kg
Paku
2 org
Pekerja
0.1 org
Mandor
6 org
Tukang
0.6 org
Kepala tukang
Analisa Pekerjaan
Page 15 of 44
@
@
@
@
Rp. 2,750,000
###
= Rp. 2,750,000
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x 2/5
@
@
@
@
@
Rp. 13,590
###
= Rp. 13,333
Rp. 11,500
= Rp. 256
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x 3/4
@
@
@
@
@
@
@
@
@
@
@
@
@
@
###
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x
###
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x
###
Rp. 15,000
Rp. 11,500
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x
Rp. 2,750,000
= Rp. 2,750,000
2/ 5
Rp. 87,500
= Rp. 87,500
1/30
Rp. 105,080
= Rp. 92,500
= Rp. 12,000
= Rp. 575
1/10
An. F.80a2
Hitungan
1 m2 Pekerjaan Plafond Asbes + Rangka

15.92
17 lbr
Asbes
0.090 m3
Kayu SK
8.36 bt
Kayu lat
Kayu Profil
0.219 kg
Paku
0.09
Upah An. F10
15.92
Upah An. H.80a
Untuk 1 m2
An. F.19
PPA
6.38.
6.38.1.
6.38.2.
PPA
6.39.
6.39.1.
6.39.2.
PLL
6.20.
6.20.1.
6.20.2.
@ Rp. 12,000
###
@ Rp. 7,500
Bahan
Upah
1 m2 Pekerjaan Rangka Atap

0.01 m3
0.1 kg
0.02 org
0 org
0.1 org
0.01 org
Seng
Kayu Meranti
Paku
Pekerja
Mandor
Tukang
Kepala tukang
x
x
@ Rp. 11,500
@ Rp. 7,090
@ Rp. 6,430
Jumlah
1
1
@
@
@
@
@
Rp. 31,040
= Rp. 204,000
= Rp. 225,000
= Rp. 62,685
= Rp. 2,519
= Rp. 494,204
= Rp. 31,040
Rp. 28,650
###
= Rp. 27,500
Rp. 11,500
= Rp. 1,150
Rp. 35,000
Rp. 40,000
Rp. 50,000
Rp. 60,000
Jumlah
Upah
x 3/4
1 m2 Pasang atap seng gelombang

Bahan
Seng Gelombang 3'x6' BJLS 30
Paku Seng
0.700 Lbr
0.040 Kg
x
x
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
0.120 OH
0.060 OH
0.006 OH
0.006 OH
x
x
x
x
1 m' Pasang atap nok seng

Bahan
Paku Seng
0.300 Lbr
0.020 Kg
x
x
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
0.150 OH
0.070 OH
0.008 OH
0.006 OH
x
x
x
x
1 m2 Langit-langit asbes (1,00x1,00) m rangka kayu meranti

Bahan
Kayu Meranti, balok
0.012 M3
Paku
0.060 Kg
Asbes 1,00x1,00 m
1.100 Lbr
x
x
x
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
x
x
x
x
0.180 OH
0.320 OH
0.032 OH
0.009 OH
PEKERJAAN SANITASI
PS
6.25.
6.25.1.
6.25.2.
Memasang 1 m' pipa PVC tipe AW diameter "

Bahan
Pipa PVC
1.200 M'
Perlengkapan
35%
harga pipa
x
x
Tenaga
Pekerja
0.036 OH
Analisa Pekerjaan
Page 16 of 44
Tukang Batu
Kepala Tukang
Mandor
PS
6.31.
6.31.1.
6.31.2.
PS
6.35.
6.35.1.
6.35.2.
PS
6.36.
6.36.1.
6.36.2.
0.060 OH
0.006 OH
0.0018 OH
x
x
x
Memasang 1 m' pipa PVC tipe AW diameter 3"

Bahan
Pipa PVC
1.200 M'
Perlengkapan
35%
harga pipa
x
x
Tenaga
Pekerja
Tukang Batu
Kepala Tukang
Mandor
0.081 OH
0.135 OH
0.0135 OH
0.0041 OH
x
x
x
x
Memasang 1 buah kran diameter " atau "

Bahan
Kran air
Seal Tape
1.000 Bh
0.025 Kg
x
x
Tenaga
Pekerja
Tukang Batu
Kepala Tukang
Mandor
0.010 OH
0.100 OH
0.010 OH
0.005 OH
x
x
x
x
Memasang 1 buah floor drain

Bahan
Floor Drain
1.000 Bh
Tenaga
Pekerja
Tukang Batu
Kepala Tukang
Mandor
0.010 OH
0.100 OH
0.010 OH
0.005 OH
x
x
x
x
1 buahPasang kunci tanam biasa

Bahan
Kunci Tanam Biasa
1.000 Bh
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
0.010 OH
0.500 OH
0.010 OH
0.005 OH
x
x
x
x
1 buahPasang kunci tanam kamar mandi

Bahan
Kunci Tanam Kamar Mandi
1.000 Bh
0.005 OH
0.500 OH
0.005 OH
0.0025 OH
x
x
x
x
1.000 Bh
PEKERJAAN KUNCI DAN KACA
PKK
6.2.
6.2.1.
6.2.2.
PKK
6.3.
6.3.1.
6.3.2.
PKK
6.5.
6.5.1.
6.5.2.
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
1 buahPasang engsel pintu

Bahan
Engsel Pintu
Tenaga
Analisa Pekerjaan
Page 17 of 44
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
PKK
6.9.
6.9.1.
6.9.2.
PKK
6.10.
6.10.1.
6.10.2.
PKK
6.12.
6.12.1.
6.12.2.
PKK
6.16.
6.16.1.
6.16.2.
1 buahPasang kait angin

Bahan
Kait Angin
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
1 buahPasang door closer

Bahan
Door Closer
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
1 buahPasang pegangan pintu/door holder

Bahan
Pegangan Pintu/Door Holder
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
1 m2 Pasang kaca tebal 3 mm

Bahan
Kaca Polos
Tenaga
Pekerja
Tukang Kayu
Kepala Tukang
Mandor
0.015 OH
0.150 OH
0.015 OH
0.00075 OH
x
x
x
x
1.000 Bh
0.015 OH
0.150 OH
0.015 OH
0.00075 OH
x
x
x
x
1.000 Bh
0.050 OH
0.500 OH
0.050 OH
0.0025 OH
x
x
x
x
1.000 Bh
0.050 OH
0.500 OH
0.050 OH
0.0025 OH
x
x
x
x
1.100 M2
0.015 OH
0.150 OH
0.015 OH
0.00075 OH
x
x
x
x
PEKERJAAN ELEKTRIKAL
An. R.21
An. R.41
1 titik Pekerjaan jaringan lampu

12.5 m'
Kabel NYA 2,5 mm2
9.4 m'
Kabel NYA 1,5 mm2
1.55 btg
Pipa kabel
1 ls
Fittings, t-dos & inbow
10 m'
Upah pemasangan
Pekerjaan Panel Bagi (PB) Dalam dg Grounding
4.5 m'
Kabel NYA 4 mm2
5 m'
Kawat BC 4mm2
2 Unit
Stud MG
0.17 btg
Pipa kabel
0.25 btg
Pipa Galvanis 5/8"
1 Unit
Upah pemasangan
PEKERJAAN PENGECATAN
Analisa Pekerjaan
Page 18 of 44
@
@
@
@
@
Rp.
Rp.
Rp.
Rp.
Rp.
2,100
2,100
7,500
2,000
3,150
@ Rp. 5,400
@ Rp. 5,400
@ Rp. 40,000
@ Rp. 7,500
@ Rp. 45,000
@ Rp. 30,000
Rp. 59,620
= Rp. 26,250
= Rp. 19,740
= Rp. 11,625
= Rp. 2,000
Rp. 143,800
= Rp. 24,300
= Rp. 27,000
= Rp. 80,000
= Rp. 1,250
= Rp. 11,250
An. K23
100 m2 Upah pengecatan 1 lapis

4 Org
Pekerja
0.2 Org
Mandor
6 Org
Tukang
0.6 Org
Kepala Tukang
Untuk 1 m2 = 1/100
An. K23.a
An. K23.b
An. K23.c
An. K23.d
1 m2 Pengecatan dengan Cat Tembok 3x

0.33 kg
Cat tembok
1 Ls
Peralatan
3
Upah K.23
1 m2 Pengecatan dengan Cat Kayu 3x
0.23 kg
Cat minyak
0.04 ltr
Minyak cat
0.06 kg
Wood Filler
1 Ls
Peralatan
7.5
Upah K.23
1 m2 Pengecatan plafond dengan Cat Tembok 3x
0.33 kg
Cat tembok
1 Ls
Peralatan
3.6
Upah K.23
1 m2 Pengecatan seng 2x
0.21 kg
1 Ls
2.4
Cat seng
Peralatan
Upah K.23
@
@
@
@
Rp.
Rp.
Rp.
Rp.
35,000
40,000
50,000
60,000
Jumlah
Upah
x
@ Rp. 9,000
@ Rp. 300
@ Rp. 1,610
@ Rp. 20,000
@ Rp. 5,000
@ Rp. 6,000
@ Rp. 1,240
@ Rp. 1,610
@ Rp. 9,000
@ Rp. 450
@ Rp. 1,610
@ Rp. 17,500
@ Rp. 583
@ Rp. 1,610
1/300
Rp. 3,300
= Rp. 3,000
= Rp. 300
Rp. 6,310
= Rp. 4,533
= Rp. 190
= Rp. 343
= Rp. 1,240
Rp. 3,450
= Rp. 3,000
= Rp. 450
Rp. 4,300
= Rp. 3,718
= Rp. 583
PEKERJAAN TAMAN
An. T.81
1 m' Pekerjaan pagar batu bata
Dihitung untuk
10.00 m'
Tinggi arsitektural
0.40 m'
0.63 m3
Galian An. A.1
0.13 m3
Lantai Kerja An. G.44
0.24 m3
Batu bata 1:3
6.00 m2
Batu bata 1:5
2.80 m2
Plasteran 1:4
2.80 m2
Pengecatan An. K23a
@ Rp. 17,710
@ Rp. 74,430
@ Rp. 52,760
@ Rp. 45,660
@ Rp. 14,280
@ Rp. 8,130
Jumlah
Untuk 1 m'
An. T.82
1 m' Pekerjaan pagar batu bata t: 1 m
Dihitung untuk
10.00 m'
Tinggi arsitektural
1.00 m'
2.03 m3
Galian An. A.1
0.23 m3
Lantai Kerja An. G.44
0.70 m3
Pasangan Batu Kali 1:3
1.11 m3
Menimbun tanah kembali
12.00 m2
Batu bata 1:4 An. G.32i
3.50 m2
Plasteran 1:4 An. G.50q
3.50 m2
Pengecatan An. K23a
@ Rp. 17,710
@ Rp. 396,210
@ Rp. 423,550
@ Rp. 5,910
@ Rp. 45,660
@ Rp. 14,280
@ Rp. 9,090
Jumlah
Untuk 1 m'
PEKERJAAN SUPPLEMEN
An. Z.11
An. Z.21
1 Unit Bak Mandi uk.

0.02
0.02
0.72
60 x 60 x 60 cm
m3
Timbunan pasir
m3
Beton 1:3:5
m2
Pas.1/4 bata 1:2 An. G.32n 3/4
1 Unit septic tank uk. 1 x 1.5 x 1.5 m

Analisa Pekerjaan
Page 19 of 44
@ Rp. 46,180
@ Rp. 368,820
@ Rp. 52,760
2.25
0.08
7.5
7.5
0.08
0.5
An. T.81
m3
m3
m2
m2
m3
m'
1 m2 pekerjaan car port

0.13 m3
0.13 m3
0.08 m3
Galian tanah
Beton 1:3:5
Pasangan batu bata 1:3
Plasteran 1:3
Beton bertulang
Pipa GIP dia. 2"
@ Rp. 17,710
@ Rp. 368,820
@ Rp. 48,310
@ Rp. 17,230
@ Rp. 611,860
@ Rp. 10,000
Galian tanah
Rabat beton 1:3:6
Pasir Urug
@ Rp. 17,710
@ Rp. 368,820
@ Rp. 46,180
Analisa Pekerjaan
Page 20 of 44
JUMLAH HARGA
UPAH (Rp.)
Rp. 17,710
= Rp. 22,750
= Rp. 867
= Rp. 23,617
= Rp. 17,710
Rp. 5,910
= Rp. 5,688
= Rp. 217
Rp. 7,680
= Rp. 7,394
= Rp. 282
= Rp. 7,676
= Rp. 7,680
Rp. 7,680
= Rp. 7,394
= Rp. 282
Rp. 104,000
= Rp. 140,000
= Rp. 8,000
= Rp. 100,000
= Rp. 12,000
= Rp. 260,000
= Rp. 104,000
Rp. 2,760
= Rp. 240
= Rp. 2,000
= Rp. 490
= Rp. 28
= Rp. 2,758
= Rp. 1,100
Rp. 81,200
= Rp. 140,000
= Rp. 8,000
= Rp. 75,000
= Rp. 9,000
= Rp. 232,000
= Rp. 81,200
Analisa Pekerjaan
Page 21 of 44
Rp175,000.00
Rp1,100.00
Rp50,000.00
Jumlah (1)
=
=
=
=
Rp192,500.00
Rp179,300.00
Rp26,000.00
Rp397,800.00
Rp35,000.00
Rp40,000.00
Rp50,000.00
Rp60,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp52,500.00
Rp24,000.00
Rp3,000.00
Rp4,500.00
Rp84,000.00
Rp481,800.00
= Rp. 315,000
= Rp. 360,000
= Rp. 150,000
= Rp. 825,000
= Rp. 99,000
Rp. 900
Rp. 133,430
= Rp. 125,100
= Rp. 7,430
= Rp. 900
ok
ok
Rp. 125,100
= Rp. 210,000
= Rp. 12,000
= Rp. 50,000
= Rp. 6,000
= Rp. 278,000
= Rp. 125,100
Rp. 22,130
= Rp. 7,000
= Rp. 400
= Rp. 25,000
= Rp. 3,000
= Rp. 35,400
= Rp. 22,130
Rp. 7,430
ok
= Rp. 10,000
= Rp. 571
= Rp. 7,143
= Rp. 857
= Rp. 18,571
= Rp. 7,430
Rp. 27,860
Analisa Pekerjaan
Page 22 of 44
= Rp. 15,000
= Rp. 857
= Rp. 10,714
= Rp. 1,286
Rp. 237,240
= Rp. 133,740
= Rp. 103,500
Rp. 206,160
= Rp. 89,160
= Rp. 117,000
Rp2,500,000.00
Rp11,500.00
Rp10,000.00
Rp12,500.00
Rp1,100.00
Rp50,000.00
Rp125,000.00
Jumlah (1)
=
=
=
=
=
=
=
=
Rp7,500.00
Rp230.00
Rp36,000.00
Rp625.00
Rp6,050.00
Rp450.00
Rp1,875.00
Rp52,730.00
Rp35,000.00
Rp50,000.00
Rp50,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
=
=
Rp3,500.00
Rp1,650.00
Rp1,650.00
Rp1,650.00
Rp600.00
Rp200.00
Rp9,250.00
Rp61,980.00
Rp. 10,020
= Rp. 18,900
= Rp. 1,080
= Rp. 9,000
= Rp. 1,080
= Rp. 30,060
= Rp. 10,020
Rp. 10,020
= Rp. 18,900
= Rp. 1,080
= Rp. 9,000
Analisa Pekerjaan
Page 23 of 44
= Rp. 1,080
= Rp. 30,060
= Rp. 10,020
Rp. 7,730
= Rp. 14,000
= Rp. 800
= Rp. 7,500
= Rp. 900
= Rp. 23,200
= Rp. 7,730
Rp. 7,730
= Rp. 14,000
= Rp. 800
= Rp. 7,500
= Rp. 900
= Rp. 23,200
= Rp. 7,730
Rp. 16,250
= Rp. 17,500
= Rp. 1,000
= Rp. 12,500
= Rp. 1,500
= Rp. 32,500
= Rp. 16,250
Rp. 12,190
= Rp. 17,500
= Rp. 1,000
= Rp. 12,500
= Rp. 1,500
= Rp. 32,500
= Rp. 12,190
Rp. 18,200
= Rp. 35,000
= Rp. 2,000
= Rp. 25,000
= Rp. 3,000
= Rp. 65,000
= Rp. 18,200
Rp. 9,750
Analisa Pekerjaan
Page 24 of 44
= Rp. 10,500
= Rp. 600
= Rp. 7,500
= Rp. 900
= Rp. 19,500
= Rp. 9,750
Rp. 2,800
= Rp. 5,000
= Rp. 600
= Rp. 5,600
= Rp. 2,800
Rp. 656,000
= Rp. 280,000
= Rp. 16,000
= Rp. 1,200,000
= Rp. 144,000
= Rp. 1,640,000
= Rp. 656,000
Rp. 9,200
= Rp. 2,178
= Rp. 124
= Rp. 8,889
= Rp. 1,067
= Rp. 12,260
= Rp. 9,200
Rp. 1,082,400
= Rp. 420,000
= Rp. 24,000
= Rp. 1,800,000
= Rp. 216,000
= Rp. 2,460,000
= Rp. 1,082,400
Rp. 17,080
Rp. 104,580
Rp. 175,694
1.68
Rp. 146,080
Rp. 166,531
1.14
= Rp. 87,500
= Rp. 5,000
= Rp. 375,000
= Rp. 45,000
= Rp. 512,500
= Rp. 17,080
Rp. 41,000
= Rp. 70,000
= Rp. 4,000
= Rp. 300,000
= Rp. 36,000
= Rp. 410,000
= Rp. 41,000
Analisa Pekerjaan
Page 25 of 44
Rp. 6,470
= Rp. 638
= Rp. 102,366
= Rp. 103,004
= Rp. 6,470
Rp. 4,620
= Rp. 525
= Rp. 30
= Rp. 5,000
= Rp. 600
= Rp. 6,160
= Rp. 4,620
Rp54,000.00 =
Rp11,500.00 =
Jumlah (1)
=
Rp37,800.00
Rp460.00
Rp38,260.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp4,200.00
Rp3,000.00
Rp360.00
Rp240.00
Rp7,800.00
Rp46,060.00
Rp100,000.00 =
Rp11,500.00 =
Jumlah (1)
=
Rp30,000.00
Rp230.00
Rp30,230.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp5,250.00
Rp3,500.00
Rp480.00
Rp240.00
Rp9,470.00
Rp39,700.00
Rp2,500,000.00
Rp11,500.00
Rp11,000.00
Jumlah (1)
=
=
=
=
Rp30,000.00
Rp690.00
Rp12,100.00
Rp42,790.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp6,300.00
Rp16,000.00
Rp1,920.00
Rp360.00
Rp24,580.00
Rp61,225.00
Rp5,000.00 =
Rp5,000.00 =
Jumlah (1)
=
Rp6,000.00
Rp1,750.00
Rp7,750.00
Rp35,000.00 =
Rp1,260.00
Analisa Pekerjaan
Page 26 of 44
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
Rp3,000.00
Rp360.00
Rp72.00
Rp4,692.00
Rp12,442.00
Rp25,000.00 =
Rp25,000.00 =
Jumlah (1)
=
Rp30,000.00
Rp8,750.00
Rp38,750.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp2,835.00
Rp6,750.00
Rp810.00
Rp164.00
Rp10,559.00
Rp49,309.00
Rp15,000.00 =
Rp70,000.00 =
Jumlah (1)
=
Rp15,000.00
Rp1,750.00
Rp16,750.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp350.00
Rp5,000.00
Rp600.00
Rp200.00
Rp6,150.00
Rp22,900.00
Rp10,000.00 =
Jumlah (1)
=
Rp10,000.00
Rp10,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp350.00
Rp5,000.00
Rp600.00
Rp200.00
Rp6,150.00
Rp16,150.00
Rp50,000.00 =
Jumlah (1)
=
Rp50,000.00
Rp50,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp350.00
Rp25,000.00
Rp600.00
Rp200.00
Rp26,150.00
Rp76,150.00
Rp50,000.00 =
Jumlah (1)
=
Rp50,000.00
Rp50,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp175.00
Rp25,000.00
Rp300.00
Rp100.00
Rp25,575.00
Rp75,575.00
Rp10,000.00 =
Jumlah (1)
=
Rp10,000.00
Rp10,000.00
Analisa Pekerjaan
Page 27 of 44
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp525.00
Rp7,500.00
Rp900.00
Rp30.00
Rp8,955.00
Rp18,955.00
Rp12,500.00 =
Jumlah (1)
=
Rp12,500.00
Rp12,500.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp525.00
Rp7,500.00
Rp900.00
Rp30.00
Rp8,955.00
Rp21,455.00
Rp50,000.00 =
Jumlah (1)
=
Rp50,000.00
Rp50,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp1,750.00
Rp25,000.00
Rp3,000.00
Rp100.00
Rp29,850.00
Rp79,850.00
Rp45,000.00 =
Jumlah (1)
=
Rp45,000.00
Rp45,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
=
=
=
=
=
=
Rp1,750.00
Rp25,000.00
Rp3,000.00
Rp100.00
Rp29,850.00
Rp74,850.00
Rp50,000.00 =
Jumlah (1)
=
Rp55,000.00
Rp55,000.00
Rp35,000.00
Rp50,000.00
Rp60,000.00
Rp40,000.00
Jumlah (2)
Jumlah (1) + (2)
Rp525.00
Rp7,500.00
Rp900.00
Rp30.00
Rp8,955.00
Rp63,955.00
=
=
=
=
=
=
Rp. 31,500
= Rp. 31,500
Rp. 30,000
= Rp. 30,000
Analisa Pekerjaan
Page 28 of 44
Rp. 1,610
= Rp. 140,000
= Rp. 8,000
= Rp. 300,000
= Rp. 36,000
= Rp. 484,000
= Rp. 1,610
Rp. 4,830
= Rp. 4,830
Rp. 12,080
= Rp. 12,075
Rp. 5,800
= Rp. 5,796
Rp. 3,860
= Rp. 3,864
Rp. 36,980
= Rp. 11,069
= Rp. 9,304
= Rp. 12,768
= Rp. 273,960
= Rp. 39,984
= Rp. 22,764
= Rp. 369,849
= Rp. 36,980
Rp. 105,790
= Rp. 35,951
= Rp. 89,147
= Rp. 296,485
= Rp. 6,560
= Rp. 547,920
= Rp. 49,980
= Rp. 31,815
= Rp. 1,057,858
= Rp. 105,790
Rp. 45,500
= Rp. 831
= Rp. 6,639
= Rp. 37,987
Rp. 610,000
Analisa Pekerjaan
Page 29 of 44
= Rp. 39,848
= Rp. 27,662
= Rp. 362,325
= Rp. 129,225
= Rp. 45,890
= Rp. 5,000
Rp. 51,800
= Rp. 2,214
= Rp. 46,103
= Rp. 3,464
Analisa Pekerjaan
Page 30 of 44
ANALISA ANGGARAN BIAYA

ID
VOLUME
SAT.
URAIAN
HARGA
HARGA
SATUAN
MATERIAL
PEKERJAAN PINTU JENDELA

1 Pintu Panel (80 x 205) + 1 Jendela (60 x 120)
Rp. 363,380
1.68 m2
An. F33a (daun pintu)
@ Rp. 104,580
= Rp. 175,690
0.72 m2
An. F36 (daun jendela)
@ Rp. 146,080
= Rp. 105,180
1 Bh
Kunci slot
@ Rp. 24,750
= Rp. 24,750
2 Bh
Engsel 4"
@ Rp. 9,450
= Rp. 18,900
2 Bh
Engsel 3"
@ Rp. 7,880
= Rp. 15,760
1 Bh
Grendel 2"
@ Rp. 5,250
= Rp. 5,250
1 Bh
Hak angin
@ Rp. 7,350
= Rp. 7,350
1 Bh
Handle
@ Rp. 10,500
= Rp. 10,500
8 Bh
Upah pemasangan asesoris
2 Unit
Upah pemasangan
@ Rp. 7,500
@ Rp. 10,000
Rp. 328,320
1.68 m2
@ Rp. 104,580
= Rp. 175,690
0.48 m2
@ Rp. 146,080
= Rp. 70,120
1 Bh
Kunci Slot
@ Rp. 24,750
= Rp. 24,750
2 Bh
Engsel 4"
@ Rp. 9,450
= Rp. 18,900
2 Bh
Engsel 3"
@ Rp. 7,880
= Rp. 15,760
1 Bh
Grendel 2"
@ Rp. 5,250
= Rp. 5,250
1 Bh
Hak angin
1 Bh
Handle
8 Bh
2 Unit
Upah pemasangan
@ Rp. 7,350
= Rp. 7,350
@ Rp. 10,500
= Rp. 10,500
@ Rp. 7,500
@ Rp. 10,000
1 Pintu Panel (80 x 205)
Rp. 219,340
1.68 m2
1 Pintu PVC
@ Rp. 104,580
= Rp. 175,690
1 Bh
Kunci Slot
@ Rp. 24,750
= Rp. 24,750
2 Bh
Engsel 4"
@ Rp. 9,450
= Rp. 18,900
3 Bh
@ Rp. 7,500
1 Unit
Upah pemasangan
@ Rp. 10,000
1 Unit
Daun Pintu PVC Standart
@ Rp. 54,600
= Rp. 54,600
1 Bh
Kunci Putar
@ Rp. 40,000
= Rp. 40,000
2 Bh
Engsel 4"
@ Rp. 9,450
= Rp. 18,900
3 Bh
@ Rp. 7,500
1 Unit
Upah pemasangan
KM
Rp. 113,500
@ Rp. 10,000
1 Jendela (60 x 120)
Rp. 144,040
0.72 m2
@ Rp. 146,080
= Rp. 105,180
2 Bh
Engsel 3"
@ Rp. 7,880
= Rp. 15,760
1 Bh
Grendel 2"
@ Rp. 5,250
= Rp. 5,250
1 Bh
Hak angin
@ Rp. 7,350
= Rp. 7,350
1 Bh
Handle
@ Rp. 10,500
= Rp. 10,500
5 Bh
1 Unit
Upah pemasangan
@ Rp. 7,500
@ Rp. 10,000
Rp. 108,980
0.48 m2
@ Rp. 146,080
= Rp. 70,120
2 Bh

Engsel 3"
@ Rp. 7,880
= Rp. 15,760
1 Bh
Grendel 2"
@ Rp. 5,250
= Rp. 5,250
1 Bh
Hak angin
1 Bh
Handle
5 Bh
Analisa Pekerjaan
Page 31 of 44
@ Rp. 7,350
= Rp. 7,350
@ Rp. 10,500
= Rp. 10,500
@ Rp. 7,500
1 Unit
Upah pemasangan
@ Rp. 10,000
Pemasangan kusen
@ Rp. 3,832,400
Upah pemasangan
@ Rp. 7,500
Ventilasi 15/20
Rp. 16,100
0.004 m3
1 Unit
Analisa Pekerjaan
Page 32 of 44
= Rp. 16,100
HARGA
UPAH
Rp. 80,000
Rp. 443,380
= Rp. 60,000
= Rp. 20,000
Rp. 80,000
Rp. 408,320
= Rp. 60,000
= Rp. 20,000
Rp. 32,500
Rp. 251,840
= Rp. 22,500
= Rp. 10,000
Rp. 32,500
Rp. 146,000
= Rp. 22,500
= Rp. 10,000
Rp. 47,500
Rp. 191,540
= Rp. 37,500
= Rp. 10,000
Rp. 47,500
Rp. 156,480
= Rp. 37,500
Analisa Pekerjaan
Page 33 of 44
= Rp. 10,000
Rp. 7,500
Rp. 23,600
= Rp. 7,500
Analisa Pekerjaan
Page 34 of 44
REKAPITULASI DAFTAR ANALISA 2

No.
JENIS PEKERJAAN
1
2
A PEKERJAAN TANAH
1 m3 Galian Tanah Biasa Manual < 1500mm
1 m3 Menimbun dan Memadatkan < 1500mm
1 m3 Timbunan Pasir Urug
1 m3 Timbunan Tanah
1 M3 Pasangan Batu Kali 1:3
1 m' Pekerjaan Bowplank
1 M3 Pasangan Batu Bata 1:3
ANALISA
3
VOLUM
HARGA
HARGA
E
BAHAN (RP) UPAH (Rp)
4
60,000.00
38,500.00
319,550.00
11,330.00
354,810.00
17,710.00
5,910.00
7,680.00
7,680.00
104,000.00
2,760.00
81,200.00
B PEKERJAAN PONDASI
Pasangan pondasi batu kali, 1Pc : 4Ps
6.5.
110 Kg Mengerjakan (memotong/memasang) besi beton
An. I.2
bertulang
1 M3 Pekerjaan betonan K175
Sup. G.42
1 M3 Beton Cor 1:3:6
An. G.44
1 M2 Mengerjakan Cetakan Beton
An. F.8a
1 M2 Mengerjakan bekisting sloof, kolom dan balokAn.
praktis
F.8c
An. F.8e
1 M3 Pekerjaan beton bertulang sloof & kolom/balok
Sup.praktis
G.43aK175
1 M3 Pekerjaan beton bertulang pondasi & kolom Sup.
K175G.43b
1 M3 Pekerjaan beton bertulang balok & plat K175Sup. G.43c
An. F.8e
Membuat ring balok beton bertulang (10x15) cm
6.46.
397,800.00
17,620.00
269,080.00
243,720.00
52,300.00
7,740.00
36,780.00
###
###
###
36,780.00
52,730.00
84,000.00
900.00
133,430.00
125,100.00
22,130.00
7,430.00
27,860.00
C PEKERJAAN DINDING DAN LANTAI

1 M2 Pasangan 1/2 Batu Bata 1:5
An. G.32.l
1 M2 Pasangan 1/2 Batu Bata 1:3
An. G.32.k
An. G.50.l
An. G.50.r
1 M3 Perekat 1:3
An. G.16
An. G.72c
An. G.72d
1 M2 Pemasangan Keramik Dinding 20 x 25 cm Pas
An.1:3
G. 141
1 M' Pasangan Plint Ubin Keramik 10 x 30 cm Pas 1:4
An. G.68b
1 M' Pasangan bon-bon keramik
An. G.70
35,640.00
42,740.00
8,900.00
6,550.00
491,020.00
53,940.00
47,760.00
39,050.00
11,840.00
8,870.00
D PEKERJAAN KAYU, ATAP & PLAFOND

1 m3 Pekerjaan Kuda-Kuda
An. F.22
1 m' Pekerjaan Lesplank 22 cm
An. F.21
1 m3 Pekerjaan Kozen Tanpa Jalusi/Ventilasi
An. F.27a
1 m2 Pekerjaan Daun Pintu Panel
An. F.33a
1 m2 Pekerjaan Daun Pintu/Jendela Kaca
An. F.36
1 m2 Pekerjaan Plafond Asbes + Rangka
An. F.80a2
1 m2 Pekerjaan Rangka Atap Seng
An. F.19
Pasang atap seng gelombang
6.38.
Pasang atap nok seng
6.39.
Langit-langit asbes (1,00x1,00) m rangka kayu meranti
6.20.
### 656,000.00
13,590.00
9,200.00
###
###
87,500.00
17,080.00
105,080.00
41,000.00
31,040.00
6,470.00
28,650.00
4,620.00
38,260.00
7,800.00
30,230.00
9,470.00
42,790.00
24,580.00
E PEKERJAAN SANITASI
Memasang 1 m' pipa PVC tipe AW diameter "
Memasang 1 m' pipa PVC tipe AW diameter 3"
Memasang 1 buah kran diameter " atau "
An. A.1
An. A.3
An. A.18a
An. A.18b
An. G.31.m
An. F.0
An. G.32.g
6.25.
6.31.
6.35.
7,750.00
38,750.00
16,750.00
237,240.00
206,160.00
27,860.00
9,250.00
10,020.00
10,020.00
7,730.00
7,730.00
16,250.00
12,190.00
18,200.00
9,750.00
2,800.00
4,692.00
10,559.00
6,150.00
Memasang 1 buah floor drain

F PEKERJAAN KUNCI DAN KACA
Pasang kunci tanam biasa
Pasang kunci tanam kamar mandi
Pasang engsel pintu
Pasang kait angin
Pasang door closer
Pasang pegangan pintu/door holder
Pasang kaca tebal 3 mm
G PEKERJAAN ELEKTRIKAL
1 titik Pekerjaan jaringan lampu
Pekerjaan Panel Bagi (PB) Dalam dg Grounding
6.36.
10,000.00
6,150.00
6.2.
6.3.
6.5.
6.9.
6.10.
6.12.
6.16.
50,000.00
50,000.00
10,000.00
12,500.00
50,000.00
45,000.00
55,000.00
26,150.00
25,575.00
8,955.00
8,955.00
29,850.00
29,850.00
8,955.00
59,620.00
143,800.00
31,500.00
30,000.00
3,300.00
6,310.00
3,450.00
4,300.00
1,610.00
4,830.00
12,080.00
5,800.00
3,860.00
An. R.21
An. R.41
H PEKERJAAN PENGECATAN
100 m2 Upah pengecatan 1 lapis
An. K23
1 m2 Pengecatan dengan Cat Tembok 3x
An. K23.a
1 m2 Pengecatan dengan Cat Kayu 3x
An. K23.b
1 m2 Pengecatan plafond dengan Cat Tembok 3x An. K23.c
1 m2 Pengecatan seng 2x
An. K23.d
I
PEKERJAAN TAMAN
1 m' Pekerjaan pagar batu bata
1 m' Pekerjaan pagar batu bata t: 1 m
PEKERJAAN SUPPLEMEN
1 Unit Bak Mandi uk. 60 x 60 x 60 cm
1 Unit septic tank uk. 1 x 1.5 x 1.5 m
1 m2 pekerjaan car port
1 Pintu Panel (80 x 205)
1 Pintu PVC
Ventilasi 15/20
An. T.81
An. T.82
36,980.00
105,790.00
An. Z.11
An. Z.21
An. T.81
45,500.00
610,000.00
51,800.00
363,380.00
328,320.00
219,340.00
113,500.00
144,040.00
108,980.00
16,100.00
80,000.00
80,000.00
32,500.00
32,500.00
47,500.00
47,500.00
JUMLAH
HARGA (Rp)
7
17,710.00
5,910.00
67,680.00
46,180.00
423,550.00
14,090.00
436,010.00
481,800.00
18,520.00
402,510.00
368,820.00
74,430.00
15,170.00
64,640.00
###
###
###
64,640.00
61,980.00
45,660.00
52,760.00
16,630.00
14,280.00
491,020.00
70,190.00
59,950.00
57,250.00
21,590.00
11,670.00
###
22,790.00
###
104,580.00
146,080.00
37,510.00
33,270.00
46,060.00
39,700.00
67,370.00
12,442.00
49,309.00
22,900.00
16,150.00
76,150.00
75,575.00
18,955.00
21,455.00
79,850.00
74,850.00
63,955.00
91,120.00
173,800.00
1,610.00
8,130.00
18,390.00
9,250.00
8,160.00
36,980.00
105,790.00
45,500.00
610,000.00
51,800.00
443,380.00
408,320.00
251,840.00
146,000.00
191,540.00
156,480.00
16,100.00
RENCANA ANGGARAN BIAYA
PROYEK
LOKASI
SUB. PEKERJAAN
NO
RUMAH TIPE 36
:
:
:
URAIAN PEKERJAAN
SAT.
VOLUME
HARGA
SATUAN
(Rp.)
TOTAL
HARGA
(Rp.)
M'
12.00
M3
M3
I.
1
PEKERJAAN PERSIAPAN
Pemasangan bouwplank
II.
PEKERJAAN PONDASI
14,090.00
Sub Total - I :
169,080.00
169,080.00
7.95
17,710.00
0.66
2.82
3.48
67,680.00
5,910.00
423,550.00
140,794.50
44,838.00
M3
M3
M3
M3
0.17
0.08
17,710.00
67,680.00
0.07
0.20
5,910.00
436,010.00
Sub Total - II :
86,656.99
1,771,019.18
M3
M3
M3
M2
M2
M2
0.99
0.07
0.50
10.24
93.28
20.48
186.56
2,263,960.00
2,263,960.00
61,980.00
52,760.00
45,660.00
16,630.00
14,280.00
Sub Total - III :
2,249,810.25
152,817.30
30,796.31
540,130.50
4,259,050.65
340,499.25
2,664,005.40
10,237,109.66
PONDASI BATU KALI

a.
b.
c.
d.
Galian tanah
a.
b.
c.
d.
Galian tanah
Pasir Urug
Pasir Urug
Urugan tanah kembali
Pasangan pondasi batu kali 1:3
M3
M3
16,640.34
1,473,159.84
PONDASI BATU BATA
III.
1
2
3
4
5
6
7

Pasangan bata 1:3
PEKERJAAN STRUKTUR DAN DINDING

Sloof 15/20 cm
Kolom Praktis 15/15 cm
Ring Balok 10/15 cm
Pasangan Dinding Bata ( 1 : 3 )
Pasangan Dinding Bata ( 1 : 5 )
Plesteran Dinding ( 1 : 3 )
Plesteran Dinding ( 1 : 5 )
M2
2,933.22
5,604.75
391.54
IV.
1
2
3
4
5
6
PEKERJAAN LANTAI
Timbunan tanah
Pasir Urug
Dinding Keramik KM/WC 20/25 cm
Lantai Keramik KM / WC 20/20 cm
Lantai Keramik 30/30 cm
Pekerjaan Bon-Bon Keramik
M3
M2
M2
M2
M1
3.31
1.66
5.20
1.89
34.30
3.00
46,180.00
67,680.00
57,250.00
70,190.00
59,950.00
11,670.00
Sub Total - IV :
152,971.25
112,095.00
297,700.00
132,659.10
2,056,285.00
35,010.00
2,786,720.35
V.
1
2
3
4
5
PEKERJAAN ATAP DAN PLAFOND

Pekerjaan rangka atap
Pasang Atap seng gelombang
Pemasangan Lesplank
Langit-langit asbes + rangka kayu meranti
M2
M2
M1
M1
M2
53.95
53.95
6.50
13.00
36.00
33,270.00
46,060.00
39,700.00
22,790.00
67,370.00
Sub Total - V :
1,794,916.50
2,484,937.00
258,050.00
296,270.00
2,425,320.00
7,259,493.50
VI.
1
2
3
4
5
6
7
8
PEKERJAAN PINTU DAN JENDELA

Pekerjaan Kusen Pintu & Jendela
Daun Pintu & Jendela (set lengkap terpasang) PJ1
Daun Pintu (set lengkap terpasang) P1
Pintu PVC (set lengkap terpasang) P2
Daun Jendela (set lengkap terpasang) J1
Profil Ventilasi
M3
unit
unit
unit
unit
unit
unit
unit
3,832,400.00
443,380.00
408,320.00
251,840.00
146,000.00
191,540.00
50,000.00
16,100.00
Sub Total - VI :
1,188,044.00
443,380.00
755,520.00
146,000.00
574,620.00
50,000.00
177,100.00
3,334,664.00
VII.
1
2
3
Cat Dinding
Cat Kayu
Cat Plafond
M2
M2
M2
207.03
13.00
36.00
8,130.00
18,390.00
9,250.00
Sub Total - VII :
1,683,153.90
239,070.00
333,000.00
2,255,223.90
VIII.
1
2
3
4
5
6
Pemasangan Lampu XL 10 W + Aksesoris
Pemasangan Instalasi listrik
Pemasangan Panel sekering dalam
Pemasangan Stop Kontak
Pemasangan Saklar Tunggal
Pemasangan Saklar Ganda
Bh
Ttk
Bh
Bh
Bh
Bh
6.00
6.00
1.00
4.00
4.00
1.00
26,400.00
91,120.00
173,800.00
9,350.00
13,200.00
14,300.00
Sub Total - VIII :
158,400.00
546,720.00
173,800.00
37,400.00
52,800.00
14,300.00
983,420.00
VIII.
PEKERJAAN PLUMBING DAN SANITASI

173,950.00
45,500.00
M3
0.31
1.00
3.00
1.00
3.00
1.00
11.00
A
1
2
3
Pekerjaan Pemasangan
Memasang Closed Jongkok
Pembuatan bak mandi
Memasang Floor Drain
Bh
Bh
Bh
1.00
1.00
1.00
173,950.00
45,500.00
16,150.00
Memasang Kran air
Bh
1.00
22,900.00
22,900.00
Septic Tank Dan Peresapan
Unit
1.00
610,000.00
Sub Total - VIIIA :
610,000.00
868,500.00
B
1
2
3
Pekerjaan Perpipaan Air Bersih/Bekas/Kotor

Memasang Pipa Buangan Air Limbah Type AW Dia. 3" + Ass. M'
Memasang Pipa Buangan Air Kotor Type AW Dia. 3" + Ass.
M'
Memasang Pipa Air Bersih Type AW Dia. 1/2" + Ass.
M'
5.00
15.00
15.00
49,309.00
49,309.00
4,692.00
Sub Total - VIII B :
Total VIII A + VIII B:
246,545.00
739,635.00
70,380.00
1,056,560.00
1,925,060.00
14.50
1.35
105,790.00
51,800.00
Sub Total - IX :
1,533,955.00
69,930.00
1,603,885.00
TOTAL I - IX
Per meter bangunan
32,325,700.00
897,900.00
IX.
1
2
PEKERJAAN HALAMAN
Pagar Batu Bata t : 1m
Pekerjaan Carport
M1
M2
16,150.00
REKAPITULASI
RENCANA ANGGARAN BIAYA

PROYEK
LOKASI
SUB. PEKERJAAN
NO
I.
II.
III.
IV.
V.
VI.
VII.
VIII.
VIII.
IX.
:
:
:
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN
PEKERJAAN PONDASI
PEKERJAAN LANTAI
PEKERJAAN HALAMAN
JUMLAH HARGA
(Rp.)
169,080.00
1,771,019.18
10,237,109.66
2,786,720.35
7,259,493.50
3,334,664.00
2,255,223.90
983,420.00
1,925,060.00
1,603,885.00
JUMLAH
32,325,675.59
DIBULATKAN
32,325,700.00
permeter bangunan
897,900.00
TERBILANG : Tiga Puluh Delapan Juta Lima Ratus Tiga Puluh Ribu Empat Ratus Rupiah
PEKERJAAN PERSIAPAN
Pemasangan bouwplank
PEKERJAAN PONDASI
0. 00
30
5
5
- 0.2 0
20
80
35
5
15
20
40
PONDASI BATU KALI P=

Galian tanah
7.95
Pasir Urug
0.66
2.82
Pasangan pondasi batu kali
3.48
1:3
PONDASI BATU BATA
33.13 m
6.63 m
- 0.05
- 0.20
5
30
20
5
25
Galian tanah
Pasir Urug
Pasangan bata 1:3
0.17
0.08
0.07
0.2

Sloof 15/20 cm
0.99
Kolom Praktis 15/15 cm
0.07
Ring Balok 10/15 cm
0.5
Pasangan Dinding Bata ( 1 10.24
:3)
Pasangan Dinding Bata ( 1 92.14
:5)
Plesteran Dinding ( 1 : 3 ) 20.48
Plesteran Dinding ( 1 : 5 ) 186.56
PEKERJAAN LANTAI
Timbunan tanah
3.31
Pasir Urug
1.66
Dinding Keramik KM/WC 20/25
5.2 cm
Lantai Keramik KM / WC 20/20
1.89cm
Lantai Keramik 30/30 cm 34.3
11.5 bh
8.7
0.78
7.56
93.28
Pekerjaan Bon-Bon Keramik3

Pekerjaan rangka atap
3.31
Pasang Atap seng gelombang
Pemasangan Lesplank
Langit-langit asbes + rangka kayu meranti
Pekerjaan Kusen Pintu & Jendela
Daun Pintu (set lengkap terpasang) P1
Pintu PVC (set lengkap terpasang) P2
Profil Ventilasi
Cat Dinding
Cat Kayu
Cat Plafond
Pemasangan Lampu XL 10 W + Aksesoris
Pemasangan Instalasi listrik
Pemasangan Panel sekering dalam
Pemasangan Stop Kontak
Pemasangan Saklar Tunggal
Pemasangan Saklar Ganda
Pekerjaan Pemasangan
Memasang Closed Jongkok
Pembuatan bak mandi
Memasang Floor Drain
Memasang Kran air
Septic Tank Dan Peresapan
Pekerjaan Perpipaan Air Bersih/Bekas/Kotor
Memasang Pipa Buangan Air Limbah Type AW Dia. 3" + Ass.
Memasang Pipa Buangan Air Kotor Type AW Dia. 3" + Ass.
Memasang Pipa Air Bersih Type AW Dia. 1/2" + Ass.
PEKERJAAN HALAMAN
Pagar Batu Bata t : 1m
Pekerjaan Carport

Daftar Harga Satuan Upah Dan Bahan

Uploaded by

Document Information

Original Description:

Original Title

Copyright

Available Formats

Share this document

Share or Embed Document

Sharing Options

Did you find this document useful?

Is this content inappropriate?

Copyright:

Available Formats

Daftar Harga Satuan Upah Dan Bahan

Uploaded by

Copyright:

Available Formats

DAFTAR HARGA SATUAN UPAH DAN BAHAN

URAIAN HARGA UPAH

URAIAN HARGA BAHAN_BAHAN

BATU / BATU CETAKAN

Batu Kacang/Jagung 0,5 - 1 cm

Batu Bata Biasa 5x10x20 cm

Batu Bataco 6x12x24 cm

Batu Krawang 10x10x20 cm

Batu Krawang 10x15x15 cm

Concrete Block (CB) 10

Concrete Block (CB) 20

Con Block Warna Type Hollan tbl 6 cm

Con Block Warna Type Uni Pave tbl 6 cm

Con Block Warna Type Dosex Six tbl 6 cm

Con Block Warna Type Hexagon tbl 6 cm

Con Block K 125

Con Block K 175

Balok Kayu Jati

Papan Kayu Jati

Balok Kayu Damar Laut

Papan Kayu Damar Laut

Balok Kayu Meranti Batu

Papan Kayu Meranti Batu

Balok Kayu Kapur

Papan Kayu Kapur

Balok Kayu Meranti Kls. II

Papan Kayu Meranti Kls. II

Kayu Lat Asbes 5x30x400 mm

Kayu Kaso 5 - 7/400 cm

Kayu Dolken/Kayu Laut 7,5 - 10/400 cm

Kayu Profil 1"

Kayu Profil 2"

Kayu Profil 3"

Kayu Profil 4"

Profil Gypsum 2"

Profil Gypsum 3"

Profil Gypsum 4"

Profil Gypsum 6"

Playwood 120x240 tbl. 18 mm

Playwood 120x240 tbl. 12 mm

Playwood 120x240 tbl. 9 mm

Playwood 120x240 tbl. 6 mm

Playwood 120x240 tbl. 4 mm

Teakwood 120x240 tbl. 3 mm

Triplek Jati 120x240 tbl. 3 mm

Triplek Sungkai 120x240 tbl. 3 mm

Soft Board 120x240 tbl. 4 mm

Soft Board 120x240 tbl. 6 mm

Soft Board 120x240 tbl. 9 mm

Soft Board 120x240 tbl. 12 mm

Gypsum 120x240 tbl. 6 mm

Gypsum 120x240 tbl. 9 mm

Gypsum 120x240 tbl. 12 mm

Asbes Lokal 100x100 cm

Asbes Atrisco 100x100 cm t=4 mm

Asbes Atrisco 100x100 cm t=5 mm

Asbes Atrisco 100x100 cm t=6 mm

Besi Beton Polos

Besi Beton Ulir

Besi Profil WF/INP

Besi Plat Strip

Besi Plat Polos