DAFTAR HARGA SATUAN BAHAN BANGUNAN SAMPLE NO
JENIS BAHAN BANGUNAN
SATUAN
1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
2 Semen PPC (Gresik) Pasir pasang Pasir urug Tanah urug Kapur Mill Batu kali Batu bata Besi beton Polos U.24 (SNI) Besi beton Ulir U.39 (SNI) Batu split 2-3 cm (pecah manual) Batu split 3-4 cm (pecah manual) Koral 3-4 cm Bendrat Taek wood 3 mm (90 x 210) cm Papan sengon (Bekesting) 2/20 x 200 cm Bambu Dolken Minyak bekesting Paku (rata-rata) Paku Plepet Paku Zeng Lem Kayu Balok kayu Meranti Papan kayu Meranti Balok kayu Jati kelas Politur Papan kayu Jati kelas Politur Balok kayu Bengkirai Papan kayu Bengkirai Balok kayu Kamper Papan kayu Kamper Balok kayu Kruing Papan kayu Kruing Genteng Beton eks Mutiara Nok genteng Beton Eks Mutiara Zeng Datar 90 cm Kaca bening 5 mm (ASAHI MAS)
3 /zak /m3 /m3 /m3 /zak /zak /m3 /bh /kg /kg /m3 /m3 /m3 /kg /lembar
HARGA (Rp.) 4 22,000.00 50,000.00 27,000.00 22,500.00 4,500.00 4,500.00 35,000.00 180.00 4,500.00 5,000.00 90,000.00 67,000.00 50,000.00 8,000.00 45,000.00
/lembar /batang /batang /liter /kg /kg /bh /kg /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /buah /buah /m' /m2
3,000.00 4,500.00 4,000.00 8,000.00 7,000.00 8,000.00 150.00 13,000.00 1,200,000.00 1,400,000.00 6,000,000.00 8,000,000.00 2,800,000.00 3,000,000.00 3,200,000.00 3,450,000.00 1,800,000.00 2,000,000.00 2,100.00 4,000.00 24,000.00 60,000.00
16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37
KETERANGAN 5 1 zak = 40 Kg
1 zak = 21,5 kg 1 zak = 22 kg
/m2
70,000.00
39
Kaca Es untuk Boven t = 5 mm Kaca Rayband 50 %, t = 5 mm (ASAHI MAS)
/m2
85,000.00
No.
JENIS BAHAN BANGUNAN
SATUAN
HARGA (Rp)
40 41
Keramik Lantai setara Hercules 30x30 Keramik dinding Setara Asia 20x25 Keramik Serit (KM/WC) setara Asia 20x20 Keramik assesoris 10x20 Semen grouting Kanstin Abu-abu ukr. 25.25.40 Conblock kelas biasa
/m2 /m2
30,000.00 33,000.00
/m2 /buah /kg /m' /m2
35,000.00 4,000.00 7,500.00 27,400.00 14,000.00
38
42 43 44 45 46 47 48
/lembar /lembar
45,000.00 3,500.00
49 50 51 52
Tripleks 3 mm (120x240) Eternit Harflex 1x1 m, biasa (Kerang) Eternit Harflex 1x1 m, biasa (Djubesment) Gypsium Board (120x240) cm Calsiboard (120x240) cm List Plafon Gypsium L = 10 Cm
/lembar /lembar /lembar /m'
6,000.00 35,000.00 30,000.00 8,000.00
53 54 55 56 57 58 59 60
Cat kayu eks EMCO (bintang) Cat Catylac Plamur tembok Plamur kayu Thiner Meni besi Meni kayu Amplas
/kg /5 Kg /kg /kg /liter /liter /liter /lembar
33,000.00 50,000.00 5,800.00 9,700.00 4,500.00 9,000.00 6,000.00 1,250.00
61 62 63 64 65 66 67
Slot dan Handle Pintu (SES) Slot Pintu Kupu tarung (SES) Kunci KM/Wc ex. Alpha Engsel pintu kuningan ukr. 3"x4" (aiwa) Engsel H untuk Daun Jendela (Lokal) Grendel ukuran 8" (RRT) Grendel Jalu untuk Jendela
/bh /bh /bh /ps /ps /bh /bh
125,000.00 90,000.00 20,000.00 16,900.00 5,000.00 3,200.00 3,000.00
KETERANGAN
68 69
Hak angin kuningan ukr. 21 - 30 cm Handle Pintu (u/ pintu Kupu tarung)
/bh /ps
70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86
Closet duduk TOTO Monoblok Closet jongkok Standart Washtafel body standart INA Wallshower Floordrain Avor (kurasan Bak) Bathup Standart INA Keran Air Standart (Rata-rata) Keran Dapur Soap Holder Isolasi Pipa PVC 3/4" eks Wavin Pipa PVC 3" eks Wavin Knee 3/4" Sock 3/4" Tee 3/4" Knee 3"
/set /set /set /set /bh /bh /set /bh /bh /bh /bh /bh /bh /bh /bh /bh /bh
No.
JENIS BAHAN BANGUNAN
87 88 89 90 91 92 93 94 95 96 97 98 99 100
Sock 3" Tee 3" Lem PVC (tube) Batu Candi ( Andesit) Batu Belah Baut Plate Begel Solar Lis Kayu Roster Kayu 30x 30 Sirlak Spirtus Batu Apung
10,900.00 50,000.00
1,000,000.00 74,500.00 200,000.00 50,000.00 10,000.00 5,000.00 1,250,000.00 15,000.00 25,000.00 25,000.00 1,000.00 14,000.00 85,000.00 2,500.00 2,000.00 3,000.00 7,800.00 HARGA SATUAN KETERANGAN (Rp) /bh /bh /bh /m2 /m2 /bh /bh /bh /ltr /m' /bh /kg /ltr /kg
5,000.00 8,200.00 3,500.00 65,000.00 65,000.00 1,500.00 1,000.00 7,500.00 2,300.00 3,000.00 45,000.00 60,000.00 6,000.00 4,000.00
NO.
DAFTAR PEKERJA
SATUAN
UPAH (Rp.)
KET.
1
TUKANG BATU
Hari
22,000.00
per Hari
2
TUKANG KAYU
Hari
22,000.00
per Hari
3
TUKANG BESI
Hari
25,000.00
per Hari
4
TUKANG LISTRIK
Hari
25,000.00
per Hari
5
TUKANG PLAMBING
Hari
21,000.00
per Hari
6
TUKANG KERAMIK
Hari
25,000.00
per Hari
7
TUKANG BIKIN KUSEN
Hari
30,000.00
per Hari
8
TUKANG PAVING BLOK
Hari
20,000.00
per Hari
9
TENAGA
Hari
18,000.00
per Hari
10
TUKANG CAT
Hari
22,000.00
per Hari
DAFTAR UPAH BORONGAN/ BAS BORONG DI KABUPATEN SLEMAN BULAN MARET 2005
No
JENIS PEKERJAAN
Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
A.
PEKERJAAN PERSIAPAN
1
Uitzet & Bouwplank
M`
3,000.00
0 3,000.00
32.90
3,986.95
2
Pembuatan Direksikit (Tripleks, Zeng, Lt. Rabat Beton)
M2
36,000.00
0 36,000.00
32.90
47,843.36
3
Pembuatan Gudang (Tripleks, Zeng, Lt. Rabat Beton)
M2
36,000.00
0 36,000.00
32.90
47,843.36
4
Pembuatan Brak (Tripleks, Zeng, Lt. Rabat Beton)
M2
30,000.00
0 30,000.00
32.90
39,869.46
5
Pembuatan Pagar Proyek (Balok Kayu & Zeng)
M`
5,000.00
0 5,000.00
32.90
6,644.91
6
Pembuatan Pagar Proyek (Bambu & Gedek/Anyaman Bambu)
M`
5,000.00
0 5,000.00
32.90
6,644.91
7
Pembersihan Lokasi Proyek
M2
2,400.00
0 2,400.00
32.90
3,189.56
B.
PEKERJAAN TANAH DAN PASIR
1
Galian Tanah (untuk Pondasi Batu Kali)
M3
8,500.00
0 8,500.00
32.90
11,296.35
2
Galian Tanah (untuk Pondasi Foot Plat)
M3
10,000.00
0 10,000.00
32.90
13,289.82
3
Urugan Tanah Kembali (termasuk Pemadatan)
M3
4,500.00
0 4,500.00
32.90
5,980.42
4
Urugan Tanah (termasuk Pemadatan).
M3
6,500.00
0 6,500.00
32.90
8,638.38
5
Urugan Pasir
M3
4,950.00
0 4,950.00
32.90
6,578.46
6
Urugan Pasir Di Bawah Pondasi ( t = 10 Cm)
M2
1,100.00
0 1,100.00
32.90
1,461.88
7
Urugan Pasir Di Bawah Lantai ( t = 10 Cm)
M2
1,100.00
0 1,100.00
32.90
1,461.88
8
Urugan Sirtu
M2
1,000.00
0 1,000.00
32.90
1,328.98
9
Urugan Splite/Koral Untuk Jalan Lingkungan
M2
1,375.00
0 1,375.00
32.90
1,827.35
No
JENIS PEKERJAAN Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
C.
PEKERJAAN PASANGAN DAN PLESTERAN
1
Pasangan Batu Kali Kosong untuk Pondasi
M3
24,000.00
0
24,000.00
32.90
31,895.57
2
Pekerjaan Pondasi Batu Kali Pecah
M3
35,000.00
7.5
37,625.00
32.90
50,002.95
3
Pasangan Bata 1/2 Batu (Trasram)
M2
7,200.00
12.5
8,100.00
32.90
10,764.76
4
Pasangan Bata 1/2 Batu
M2
6,500.00
12.5
7,312.50
32.90
9,718.18
5
Pasangan Rolag Bata (Diatas Pondasi & Kusen)
M`
3,500.00
12.5
3,937.50
32.90
5,232.87
6
Plesteran Trasram
M2
8,300.00
10
9,130.00
32.90
12,133.61
7
Plesteran
M2
8,300.00
10
9,130.00
32.90
12,133.61
8
Sponengan Sudut (Tembok)
M`
2,750.00
0
2,750.00
32.90
3,654.70
9
Sponengan Beton (pada Kolom. Balok dll.)
M`
3,250.00
0
3,250.00
32.90
4,319.19
10
Penebalan Plesteran Sederhana
M`
7,500.00
10
8,250.00
32.90
10,964.10
11
Penebalan Plesteran Rumit (Lengkung atau sudut > 4sudut)
M`
11,250.00
10
12,375.00
32.90
16,446.15
12
Lantai Kerja (dengan spesi tebal + 3 Cm)
M2
3,300.00
0
3,300.00
32.90
4,385.64
13
Lantai Kerja (dengan Rabat Beton tebal > 4 Cm)
M2
5,200.00
10
5,720.00
32.90
7,601.78
14
Pasang Glass Blok (20/20 atau setara)
bh.
1,900.00
0
1,900.00
32.90
2,525.07
15
Pasang Roster Kayu
bh.
1,000.00
0
1,000.00
32.90
1,328.98
D
PEKERJAAN ATAP & PLAFOND
1
Kuda-Kuda Kayu ( Bentang < 9 M )
M3
450,000.00
35
607,500.00
32.90
807,356.63
2
Gording, Jurai, Murplate, Nog.
M3
430,000.00
0
430,000.00
32.90
571,462.31
3
Usuk & Reng
M2
4,000.00
0
4,000.00
32.90
5,315.93
4
Papan Ruiter
M`
1,500.00
0
1,500.00
32.90
1,993.47
5
Lisjplank ( Tunggal )
M`
7,250.00
0
7,250.00
32.90
9,635.12
6
Lisjplank ( Double )
M`
14,500.00
0
14,500.00
32.90
19,270.24
7
Wenvir (Kayu Lapis Zeng)
M`
5,000.00
0
5,000.00
32.90
6,644.91
8
Talang (Papan, Zeng, Cat Zeng & Meni Papan)
M`
7,750.00
0
7,750.00
32.90
10,299.61
9
Plafond (Rangka Saja): 100 x 100
M2
7,200.00
0
7,200.00
32.90
9,568.67
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
No
JENIS PEKERJAAN Sat. Pekj
10
Plafond (Rangka Saja): 80 x 60
M2
11,500.00
0
11,500.00
32.90
15,283.29
11
Plafond (Rangka Saja): 60 x 60
M2
13,000.00
0
13,000.00
32.90
17,276.77
12
Plepet ( antar penutup plafond )
M`
1,000.00
0
1,000.00
32.90
1,328.98
13
Profil Kayu ( Untuk Pertemuan Tembok & Plafond )
M`
1,900.00
0
1,900.00
32.90
2,525.07
14
Pasang Penutup Plafond saja (Dengan Asbes/Ternit)
M2
1,300.00
0
1,300.00
32.90
1,727.68
15
Pasang Penutup Plafond saja (Dengan Kayu Lapis)
M2
1,300.00
0
1,300.00
32.90
1,727.68
E
PEKERJAAN PENUTUP ATAP
1
Genteng Keramik
M2
6,000.00
17.5
7,050.00
32.90
9,369.32
2 3
Genteng "Plentong" Kampung (Standar) Genteng "Kodok"
M2 M2
7,300.00 10,000.00
17.5 17.5
8,577.50 11,750.00
32.90 32.90
11,399.34 15,615.54
4
Kerpus Genteng Keramik
M`
14,500.00
17.5
17,037.50
32.90
22,642.53
5
Kerpus Genteng Kampung
M`
14,500.00
17.5
17,037.50
32.90
22,642.53
F
PEKERJAAN PENUTUP LANTAI & DINDING
1
Keramik Lantai
M2
7,400.00
25
9,250.00
32.90
12,293.08
2
Keramik Tangga
M2
13,800.00
100
27,600.00
32.90
36,679.91
3
Keramik Dinding
M2
15,000.00
100
30,000.00
32.90
39,869.46
4
Keramik Plin
M`
3,400.00
100
6,800.00
32.90
9,037.08
5
Keramik Assesories
bh
500.00
100
1,000.00
32.90
1,328.98
6
Pasang Dinding Batu Alam (Jenis Bt Alam Rata)
M2
15,000.00
200
45,000.00
32.90
59,804.19
7
Pasang Dinding Batu Alam (Jenis Bt Alam Tidak Rata)
M2
20,000.00
50
30,000.00
32.90
39,869.46
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
No
JENIS PEKERJAAN Sat. Pekj
G
PEKERJAAN KUSEN & DAUN PINTU-JENDELA
1
Bikin Kusen Pintu & Jendela (Kayu < Klas 2)
M3
575,000.00
50
862,500.00
32.90
1,146,247.07
2
Bikin Kusen Pintu & Jendela ( Jati, Ulin, & Setara )
M3
700,000.00
75
1,730,000.00
32.90
2,299,139.05
3
Bikin Krepyak untuk Kusen Pintu dan Jendela
M3
800,000.00
75
1,620,000.00
32.90
2,152,951.02
4
Bikin Daun Pintu Panil
bh.
48,750.00
100
128,500.00
32.90
170,774.20
5
Bikin Daun Pintu Double Teakwood (Setara)
bh.
26,000.00
25
32,500.00
32.90
43,191.92
6
Bikin Daun Jendela ( Tidak Ber Regel/Teler )
bh.
30,000.00
50
45,000.00
32.90
59,804.19
7
Bikin Daun Jendela ( Termasuk Regel/Teler )
bh.
32,500.00
50
48,750.00
32.90
64,787.88
8
Stel Kusen Di Proyek
M3
340,000.00
0
340,000.00
32.90
451,853.92
9
Stel Daun Pintu Panil
bh.
31,000.00
0
31,000.00
32.90
41,198.45
10
Stel Daun Pintu Double Teakwood (atau setara)
bh.
27,000.00
0
27,000.00
32.90
35,882.52
11
Stel Daun Jendela
bh.
25,000.00
0
25,000.00
32.90
33,224.55
12
Stel Daun Jendela BV
bh.
18,000.00
0
18,000.00
32.90
23,921.68
H
PEKERJAAN SANITASI & DRAINASI
1
Pasang Closet Jongkok
Unit
36,300.00
0
36,300.00
32.90
48,242.05
2
Pasang Closet Duduk - Monoblok
Unit
72,600.00
0
72,600.00
32.90
96,484.10
3
Pasang Washtafel
Unit
72,600.00
0
72,600.00
32.90
96,484.10
4
Pasang Washtafel & Penyangga
Unit
90,750.00
0
90,750.00
32.90
120,605.13
5
Pasang Washbak (Tempat Cuci Piring)
Unit
42,350.00
0
42,350.00
32.90
56,282.39
6
Pasang WallShower
Unit
15,125.00
0
15,125.00
32.90
20,100.85
7
Pasang Double Hug
bh.
15,125.00
0
15,125.00
32.90
20,100.85
8
Pasang Tempat Sabun (di Dinding)
bh.
15,125.00
0
15,125.00
32.90
20,100.85
9
Pasang Kran
bh.
3,600.00
0
3,600.00
32.90
4,784.34
10
Pasang Stop Kran
bh.
6,000.00
0
6,000.00
32.90
7,973.89
11
Pasang Floor Drain
bh.
9,000.00
0
9,000.00
32.90
11,960.84
12
Pasang Avor
bh.
9,000.00
0
9,000.00
32.90
11,960.84
No
JENIS PEKERJAAN Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
13
Bikin Bak Mandi (Standar)
Unit
93,750.00
0
93,750.00
32.90
124,592.07
14
Instalasi (PVC) Water Torn)
Unit
30,000.00
0
30,000.00
32.90
39,869.46
15
Saluran Air Bersih (PVC diameter: 1' ; 3/4' ; 1/2')
M'
2,500.00
0
2,500.00
32.90
3,322.46
16
Saluran Air Sabun & Air Kotor dengan PVC
M'
5,000.00
0
5,000.00
32.90
6,644.91
17
Bak Kontrol Tertutup (Air Sabun & Air Bersih) Stndar
Unit
52,000.00
0
52,000.00
32.90
69,107.07
18
Bikin Sumur Resapan
Unit
100,000.00
0
100,000.00
32.90
132,898.21
19
Bikin Septictank
Unit
350,000.00
0
350,000.00
32.90
465,143.74
I
PEKERJAAN STRUKTUR BETON & BAJA
1
Besi Untuk Struktur Beton Bertulang Dia < 12 mm
Kg.
400.00
17.5
470.00
32.90
624.62
2
Besi Untuk Struktur Beton Bertulang Dia > 12 mm
Kg.
330.00
17.5
387.75
32.90
515.31
3
Bekesting Kolom Praktis, Sloof, Ring Balok, dll.
M2
1,750.00
0
1,750.00
32.90
2,325.72
4
Cort Beton Kolom Praktis, Sloof, Ring Balok dll.
M3
35,000.00
35
47,250.00
32.90
62,794.40
5
Perancah Bambu
M2
3,000.00
0
3,000.00
32.90
3,986.95
J
PEKERJAAN CAT ; MELAMIN ; POLITUR
1
Cat Tembok ( 3 Sapuan )
M2
4,125.00
17.5
4,846.88
32.90
6,441.41
2
Meni Bidang Kayu Baru
M2
2,900.00
10
3,190.00
32.90
4,239.45
3
Cat Kayu ( 3 Kali Sapuan )
M2
9,600.00
35
12,960.00
32.90
17,223.61
4
Politur
M2
13,750.00
35
18,562.50
32.90
24,669.23
5
Melamin
M2
25,000.00
35
33,750.00
32.90
44,853.15
6
Cat Genteng, Asbes Gelombang.
M2
2,400.00
15
2,760.00
32.90
3,667.99
K
PERKERASAN JALAN LINGKUNGAN
1
Pasang Makadam / Bt. Kali Pecah (tebal < 28 Cm)
M2
3,300.00
25
4,125.00
32.90
5,482.05
2
Batu Pecah 5/7 (tebal < 15 Cm)
M2
2,000.00
25
2,500.00
32.90
3,322.46
3
Batu Pecah 2/3 (tebal < 6 Cm)
M2
2,000.00
25
2,500.00
32.90
3,322.46
No
JENIS PEKERJAAN Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
Sat. Pekj
4
Sirtu (tebal < 10 Cm)
M2
1,600.00
25
2,000.00
32.90
2,657.96
5
Pasang Conblok
M2
4,600.00
0
4,600.00
32.90
6,113.32
6
Pengasphalan
M2
2,500.00
25
3,125.00
32.90
4,153.07
7
Pasang Kansten
M'
1,900.00
0
1,900.00
32.90
2,525.07
L
LISTRIK DAN PENANGKAL PETIR
1
Lampu (piting & Saklar)
ttk.
24,200.00
0
24,200.00
32.90
32,161.37
2
Stop Kontak.
ttk.
24,200.00
0
24,200.00
32.90
32,161.37
3
NCB
Unit
82,500.00
0
82,500.00
32.90
109,641.02
4
Penangkal Petir 1 speed dgn 2 Arde (Arde maks -5,0M)
Unit
310,000.00
0
310,000.00
32.90
411,984.45
Besarnya Over Head (OH)
32.90
%
DAFTAR ANALISIS HARGA SATUAN PEKERJAAN (HSP) - TANPA OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE
A
PEKERJAAN PERSIAPAN
1.
MOBILISASI Upah :
1.00
ls.
@
Rp.
200,000.00
. = Rp.
200,000.00
1.00
M2
@
Rp.
2,800.00
. = Rp.
2,800.00
Papan Sengon 0.5500
Lbr
@
Rp.
3,000.00
. = Rp.
1,650.00
Balok Kayu 0.0060
M3
@
Rp.
1,200,000.00
. = Rp.
7,200.00
Paku 0.0200
Kg.
@
Rp.
7,000.00
. = Rp. . = Rp.
140.00 8,990.00
M`
@
Rp.
3,000.00 Total
. = Rp. . = Rp.
3,000.00 11,990.00
1M2 PEMBERSIHAN LOKASI 2. PROYEK Upah : 1 M' PEKERJAAN UITZET & 3. BOUWPLANK Bahan :
Upah : 1.00
1 M' PEMAGARAN LOKASI PROYEK
4. Bahan : Zeng 1.2500
Lbr
@
Rp.
8,000.00
. = Rp.
10,000.00
Balok Kayu 0.0300
M3
@
Rp.
1,200,000.00
. = Rp.
36,000.00
Paku Zeng 12.5000
bh.
@
Rp.
150.00
. = Rp.
1,875.00
Kg.
@
Rp.
7,000.00
. = Rp. . = Rp.
140.00 48,015.00
M`
@
Rp.
5,000.00 Total
. = Rp. . = Rp.
5,000.00 53,015.00
M2
@
Rp.
100,000.00
. = Rp.
100,000.00
Paku 0.0200
Upah : 1.00
1 M2 PEKERJAAN 5. DIREKSIKIT Bahan & Upah :
6.
1 M2 PEKERJAAN MEMBUAT BRAK UNTUK GUDANG Bahan & Upah :
7.
1.00
m2
@
Rp.
100,000.00
. = Rp.
100,000.00
ls.
@
Rp.
150,000.00
. = Rp.
150,000.00
ADMINISTRASI DAN DOKUMENTASI Bahan & Upah :
B
1.00
PEKERJAAN TANAH DAN PASIR
1.00
1 M3 PEKERJAAN GALIAN TANAH 1. BIASA Untuk Pondasi Batu Kali Upah : 1.0000
2.
m3
@
Rp.
8,500.00 Total
. = Rp. . = Rp.
8,500.00 8,500.00
m3
@
Rp.
10,000.00 Total
. = Rp. . = Rp.
10,000.00 10,000.00
m3
@
Rp.
4,500.00 Total
. = Rp. . = Rp.
4,500.00 4,500.00
Tanah Urug 1.2000
m3
@
Rp.
22,500.00
. = Rp.
27,000.00
Upah : *) 1.0000 *). Termasuk Pemadatan
m3
@
Rp.
6,500.00 Total
. = Rp. . = Rp.
6,500.00 33,500.00
m3
@
Rp.
27,000.00
. = Rp.
32,400.00
1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate Upah : 1.0000
1 M3 PEKERJAAN URUGAN TANAH 3. KEMBALI Upah : *) 1.0000 *). Termasuk Pemadatan
4.
5.
1 M3 PEKERJAAN URUGAN TANAH Dengan Mendatangkan Tanah dari Luar Bahan :
1 M3 PEKERJAAN URUGAN PASIR Bahan : Pasir 1.2000
Upah : 1.0000
6.
m3
@
Rp.
4,950.00 Total
. = Rp. . = Rp.
4,950.00 37,350.00
Pasir 0.1200
m3
@
Rp.
27,000.00
. = Rp.
3,240.00
Upah : 1.0000
m3
@
Rp.
1,243.13 Total
. = Rp. . = Rp.
1,243.13 4,483.13
1 M2 PEKERJAAN URUGAN PASIR TEBAL = 10 CM` Bahan :
C
PEKERJAAN PASANGAN & PLESTERAN
1.
1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan : Batu Kali 1.2000
m3
@ Rp. 35,000.00
. = Rp.
42,000.00
Semen (pc) 3.0698
zak
@ Rp. 22,000.00
. = Rp.
67,535.08
zak
@ Rp. 4,500.00
. = Rp.
m3
@ Rp. 50,000.00
. = Rp.
30,873.18
. = Rp.
140,408.26
. = Rp.
37,625.00
. = Rp.
178,033.26
. = Rp. . = Rp.
42,000.00
Kapur
-
Pasir Pasang 0.6175
Upah : 1.0000
m3
@ Rp. 37,625.00 Total :
2.
-
1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG Bahan : Batu Kali Pasir Pasang
1.2000 0.4500
m3 m3
@ @
Rp. 35,000.00
Rp. 27,000.00
Upah :
1.0000
m3
@
Rp. 24,000.00 Total :
3.
12,150.00 . = Rp.
54,150.00
. = Rp.
24,000.00
. = Rp.
78,150.00
1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 PC : 3 PS) Bahan : Batu Bata
77.0000
bh
@
Rp. 180.00
. = Rp.
13,860.00
Semen (pc)
0.6077
zak
@
Rp. 22,000.00
. = Rp.
13,369.32
zak
@
Rp. 4,500.00
. = Rp.
-
m3
@
Rp. 50,000.00
. = Rp.
3,055.84
Kapur Pasir Pasang (Ayak)
0.0611
. = Rp. Upah :
1.0000
m2
@
Rp. 8,100.00 Total
4.
. = Rp.
30,285.16 8,100.00
. = Rp.
38,385.16
12,600.00
1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS) Bahan : Batu Bata
70.0000
bh
@
Rp. 180.00
. = Rp.
Semen (pc) Kapur
0.4093 -
zak zak
@ @
Rp. 22,000.00
. = Rp. . = Rp.
9,004.49 -
Rp. 4,500.00 Pasir Pasang (Ayak)
0.0686
m3
@
Rp. 50,000.00
. = Rp.
3,430.28
. = Rp. Upah :
5.
1.0000
m2
@ Rp.
25,034.77
7,312.50
. = Rp.
7,312.50
Total
. = Rp.
32,347.27
1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS) Bahan :
6.
Batu Bata
14.0000
bh
@ Rp.
180.00
. = Rp.
2,520.00
Semen (pc)
0.2263
zak
@ Rp.
22,000.00
. = Rp.
4,978.82
Pasir Pasang (Ayak)
0.0122
m3
@ Rp.
50,000.00
. = Rp. . = Rp.
611.68 8,110.51
Upah :
1.0000
m'
@ Rp.
3,937.50
. = Rp.
3,937.50
Total
. = Rp.
12,048.01
1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS), T = 20 MM Bahan :
7.
Semen (pc)
0.1428
zak
@ Rp.
22,000.00
. = Rp.
3,142.38
Kapur
-
zak
@ Rp.
4,500.00
. = Rp.
-
Pasir Pasang (Ayak)
0.0239
m3
@ Rp.
50,000.00
. = Rp. . = Rp.
1,197.10 4,339.48
Upah :
1.0000
m2
@ Rp.
9,130.00
. = Rp.
9,130.00
Total
. = Rp.
13,469.48
1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM Bahan : Semen (pc)
0.2121
zak
@
. = Rp.
4,665.62
Rp. 22,000.00 Kapur
-
zak
@
Rp. 4,500.00
. = Rp.
-
Pasir Pasang (Ayak)
0.0213
m3
@
Rp. 50,000.00
. = Rp. . = Rp.
1,066.43 5,732.05
Upah :
1.0000
m2
@
Rp. 9,130.00
. = Rp.
9,130.00
Total
8.
. = Rp.
14,862.05
1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM Bahan : Semen (pc) Kapur
0.0943 -
zak
@
Rp. 22,000.00
. = Rp.
2,073.61
zak
@
Rp. 4,500.00
. = Rp.
-
Pasir Pasang (Ayak)
0.0095
m3
@
Rp. 50,000.00
. = Rp. . = Rp.
473.97 2,547.58
Upah :
1.0000
m2
@
Rp. 9,130.00
. = Rp.
9,130.00
Total
9.
. = Rp.
11,677.58
1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS ) Bahan : Semen (pc) Kapur (Mill)
0.0249 -
zak
@
Rp. 22,000.00
. = Rp.
547.39
zak
@
Rp. 4,500.00
. = Rp.
-
Rp. 50,000.00
. = Rp. . = Rp. . = Rp.
83.41 630.81 2,750.00
Pasir Pasang (Ayak)
0.0017
m3
@
Upah :
1.0000
m2
@
10.
Rp. 2,750.00 Total
. = Rp.
3,380.81
1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A Bahan :
11.
Semen (pc)
0.0071
zak
@
Rp. 22,000.00
. = Rp.
157.12
Pasir Pasang (Ayak)
0.0012
m3
@
Rp. 50,000.00
. = Rp. . = Rp.
59.85 216.97
Upah :
1.0000
m2
@
Rp. 8,250.00 Total
. = Rp. . = Rp.
8,250.00 8,466.97
1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan :
12.
Semen (pc)
0.0114
zak
@
Rp. 22,000.00
. = Rp.
251.39
Pasir Pasang (Ayak)
0.0019
m3
@
Rp. 50,000.00
. = Rp. . = Rp.
95.77 347.16
Upah :
1.0000
m2
@
Rp. 8,250.00 Total
. = Rp. . = Rp.
8,250.00 8,597.16
1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBAL 30 MM Bahan : Semen (pc) 0.3414
zak @
Rp.
22,000.00
. = Rp.
7,510.84
Pasir Pasang (Ayak) 0.0458
m3 @
Rp.
50,000.00
. = Rp.
2,289.02
. = Rp.
9,799.86
. = Rp.
3,300.00
. = Rp.
13,099.86
Upah : 1.0000
m2 @
Rp.
3,300.00 Total
13.
1 M2 PEKERJAAN LANTAI KERJA ( 1 PC : 3 PS : 5 KR) TEBAL 50 MM Bahan : Semen (pc) 0.3047
zak @
Rp.
22,000.00
. = Rp.
6,702.65
Pasir 0.0292
m3 @
Rp.
50,000.00
. = Rp.
1,462.40
Krikil 0.0266
m3 @
Rp.
50,000.00
. = Rp.
1,327.76
. = Rp.
9,492.80
. = Rp.
5,720.00
. = Rp.
15,212.80
Upah : 1.0000
m2 @
Rp.
5,720.00 Total
E
PEKERJAAN PENUTUP LANTAI DAN DINDING
1.
1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30 Bahan : Keramik Lantai
1.1000
m2
@
Rp.
30,000.00
. = Rp.
33,000.00
Semen (pc)
0.1730
zak
@
Rp.
22,000.00
. = Rp.
3,805.49
Pasir
0.0206
m3
@
Rp.
50,000.00
. = Rp.
1,030.06
Semen Grouting
0.1833
m3
@
Rp.
7,500.00
. = Rp.
1,375.00
Upah :
1.0000
m2
@
Rp.
9,250.00 Total
2.
. = Rp.
39,210.55
. = Rp.
9,250.00
. = Rp.
48,460.55
1M2 PEKERJAAN PASANGAN KERAMIK KM/WC 20/20 Bahan : Keramik Serit
1.1000
m2
@
Rp.
35,000.00
. = Rp.
38,500.00
Semen (pc)
0.1730
zak
@
Rp.
22,000.00
. = Rp.
3,805.49
Pasir
0.0206
m3
@
Rp.
50,000.00
. = Rp.
1,030.06
Semen Grouting
0.1833
m3
@
Rp.
7,500.00
. = Rp.
1,375.00
. = Rp.
44,710.55
. = Rp.
9,250.00
. = Rp.
53,960.55
Upah :
1.0000
m2
@
Rp.
9,250.00 Total
3.
1M2 PEKERJAAN PASANGAN KERAMIK DINDING Bahan : Keramik Dinding
1.1000
m2
@
Rp.
33,000.00
. = Rp.
36,300.00
Semen (pc)
0.1297
zak
@
Rp.
22,000.00
. = Rp.
2,854.12
Pasir
0.0155
m3
@
Rp.
50,000.00
. = Rp.
772.54
Semen Grouting
0.1833
m3
@
Rp.
7,500.00
. = Rp.
1,375.00
. = Rp.
41,301.66
. = Rp.
30,000.00
. = Rp.
71,301.66
Upah :
1.0000
m2
@
Rp.
30,000.00 Total
4.
1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM Bahan : Keramik Dinding
0.1667
m2
@
Rp.
30,000.00
. = Rp.
5,001.00
Semen (pc)
0.0156
zak
@
Rp.
22,000.00
. = Rp.
342.49
Pasir
0.0019
m3
@
Rp.
50,000.00
. = Rp.
92.71
Semen Grouting
0.0220
m3
@
Rp.
7,500.00
. = Rp.
165.00
. = Rp.
5,601.20
. = Rp.
6,800.00
. = Rp.
12,401.20
Upah :
1.0000
m2
@
Rp.
6,800.00 Total
5.
1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20) CM Bahan : Keramik Assesories
1.1000
bh
@
Rp.
4,000.00
. = Rp.
4,400.00
Semen (pc)
0.0021
zak
@
Rp.
22,000.00
. = Rp.
45.67
Pasir
0.0002
m3
@
Rp.
50,000.00
. = Rp.
12.36
Semen Grouting
0.0029
m3
@
Rp.
7,500.00
. = Rp.
22.00
. = Rp.
4,480.03
. = Rp.
1,000.00
. = Rp.
5,480.03
Upah :
1.0000
m2
@
Rp.
1,000.00 Total
6.
1M2 PEKERJAAN BATU ALAM PADA
DINDING Bahan : Batu Alam
1.1200
m2
@
Rp.
65,000.00
. = Rp.
72,800.00
Semen (pc)
0.1297
zak
@
Rp.
22,000.00
. = Rp.
2,854.12
Pasir
0.0155
m3
@
Rp.
50,000.00
. = Rp.
772.54
. = Rp.
76,426.66
. = Rp.
45,000.00
. = Rp.
121,426.66
Upah :
1.0000
m2
@
Rp.
45,000.00 Total
7.
1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan : Batu Belah
275.0000
bh
@
Rp.
500.00
. = Rp.
137,500.00
Semen (pc)
0.1297
zak
@
Rp.
22,000.00
. = Rp.
2,854.12
Pasir
0.0155
m3
@
Rp.
50,000.00
. = Rp.
772.54
. = Rp.
141,126.66
. = Rp.
30,000.00
. = Rp.
171,126.66
Upah :
1.0000
m2
@
Rp.
30,000.00 Total
G
PEKERJAAN RANGKA ATAP & PLAFOND
1.
1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING
(Jarak Usuk 40; Jarak Reng 36 cm) Bahan :
2.
3.
Balok Kayu 0.0092
m3
@
Rp. 2,800,000.00
. = Rp.
25,872.00
Reng Kayu 0.0045
Kg
@
Rp. 1,800,000.00
. = Rp.
8,188.71
Paku 0.2000
Kg
@
Rp. 7,000.00
. = Rp. . = Rp.
1,400.00 35,460.71
Upah : 1.0000
M2
@
Rp. 4,000.00 Total :
. = Rp. . = Rp.
4,000.00 39,460.71
1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 45 cm; Jarak Reng 35 cm) Bahan : Balok Kayu 0.0092
m3
@
Rp. 2,800,000.00
. = Rp.
25,872.00
Reng Kayu 0.0064
Kg
@
Rp. 1,800,000.00
. = Rp.
11,583.00
Paku 0.2000
Kg
@
Rp. 7,000.00
. = Rp. . = Rp.
1,400.00 38,855.00
Upah : 1.0000
M2
@
Rp. 4,000.00 Total :
. = Rp. . = Rp.
4,000.00 42,855.00
1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu
m3
@
. = Rp.
3,080,000.00
1.1000 Baut 50.0833
Upah : 1.0000
4.
Rp. 2,800,000.00 bh
@
Rp. 1,500.00
. = Rp. . = Rp.
75,125.00 3,155,125.00
m3
@
Rp. 430,000.00 Total :
. = Rp. . = Rp.
430,000.00 3,585,125.00
1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20 Bahan :
5.
Papan Kayu 0.0044
m3
@
Rp. 3,000,000.00
. = Rp.
13,200.00
Paku 0.0200
bh
@
Rp. 7,000.00
. = Rp. . = Rp.
140.00 13,340.00
Upah : 1.0000
m`
@
Rp. 1,500.00 Total :
. = Rp. . = Rp.
1,500.00 14,840.00
1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKIRAI 2/25 Bahan :
6.
Papan Kayu 0.0055
m3
@
Rp. 3,000,000.00
. = Rp.
16,500.00
Paku 0.0200
bh
@
Rp. 7,000.00
. = Rp. . = Rp.
140.00 16,640.00
Upah : 1.0000
m`
@
Rp. 7,250.00 Total :
. = Rp. . = Rp.
7,250.00 23,890.00
1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIRAI 2/20; 2/25 Bahan : Papan Kayu 0.0110
m3
@
Rp. 3,000,000.00
. = Rp.
33,000.00
Paku 0.0400
bh
@
Rp. 7,000.00
. = Rp. . = Rp.
280.00 33,280.00
Upah : 1.0000
m`
@
Rp. 14,500.00 Total :
. = Rp. . = Rp.
14,500.00 47,780.00
7.
1M' PEKERJAAN TALANG ZENG; PAPAN KAYU MERANTI Bahan :
8.
Seng BJLS 30 1.1000
m'
@
Rp. 24,000.00
. = Rp.
26,400.00
Papan Kayu Meranti 0.0176
m3
@
Rp. 1,400,000.00
. = Rp.
24,640.00
Paku Seng (Payung) 10.0000
buah
@
Rp. 150.00
. = Rp.
1,500.00
Paku 0.2000
kg
@
Rp. 7,000.00
. = Rp. . = Rp.
1,400.00 53,940.00
Upah : 1.0000
m'
@
Rp. 7,750.00 Total
. = Rp. . = Rp.
7,750.00 61,690.00
1 M' PEKERJAAN WENVIR DENGAN SENG Bahan :
9.
Seng
1.1000
m'
@
Rp. 8,000.00
. = Rp.
8,800.00
Papan Kayu Meranti
0.0026
m3
@
Rp. 1,400,000.00
. = Rp.
3,640.00
Paku
0.0200
kg
@
Rp. 7,000.00
. = Rp. . = Rp.
140.00 12,580.00
Upah :
1.0000
m'
@
Rp. 5,000.00 Total
. = Rp. . = Rp.
5,000.00 17,580.00
1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM Rangka = 60 x 60 CM Bahan : Gypsum 0.3819
m3
@
Rp. 35,000.00
. = Rp.
13,368.06
Balok Kayu 0.0136
m3
@
Rp. 1,800,000.00
. = Rp.
24,552.00
Paku 0.2000
Kg
@
Rp. 7,000.00
. = Rp.
1,400.00
Paku Plepet 0.0200
Kg
@
Rp. 8,000.00
. = Rp. . = Rp.
160.00 39,480.06
Upah : 1.0000
10.
11.
m2
@
Rp. 13,000.00 Total :
. = Rp. . = Rp.
13,000.00 52,480.06
1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP CALSIBOARD Rangka = 100 x 100 CM Bahan : Calsiboard 0.3819
m3
@
Rp. 30,000.00
. = Rp.
11,458.33
Balok Kayu 0.0092
m3
@
Rp. 1,800,000.00
. = Rp.
16,632.00
Paku 0.2000
Kg
@
Rp. 7,000.00
. = Rp.
1,400.00
Paku Plepet 0.0200
Kg
@
Rp. 8,000.00
. = Rp. . = Rp.
160.00 29,650.33
Upah : 1.0000
m2
@
Rp. 7,200.00 Total :
. = Rp. . = Rp.
7,200.00 36,850.33
m'
Rp. 8,000.00 Total :
. = Rp. . = Rp.
8,000.00 8,000.00
1 M' PEKERJAAN LIS GYPSIUM LEBAR : 10 CM Bahan dan Upah : Lis Gypsium L=10 cm 1.0000
m3
H
PEKERJAAN PENUTUP ATAP & PLAFOND.
1.
1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK SOKKA TYPE MORANDO SE, BESAR Bahan : Genteng Keramik
Upah :
9.9000
1.0000
bh
m2
@
@
Rp.
Rp.
2,100.00
7,050.00 Total :
2.
. = Rp.
20,790.00
. = Rp.
20,790.00
. = Rp.
7,050.00
. = Rp.
27,840.00
1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA TYPE MORANDO SE, BESAR Bahan :
Genteng Kerpus
3.3000
m3
@
Rp.
4,000.00
. = Rp.
13,200.00
Semen
0.2601
m3
@
Rp.
22,000.00
. = Rp.
5,722.54
Pasir
0.0366
Kg
@
Rp.
50,000.00
. = Rp.
1,831.21
. = Rp.
20,753.76
. = Rp.
17,037.50
. = Rp.
37,791.26
Upah :
1.0000
m2
@
Rp.
17,037.50 Total :
F
PEKERJAAN KUSEN DAN DAUN PINTU JENDELA
1.
1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12
2.
3.
4.
Bahan : Balok Kayu Paku
1.1000 5.0000
m3 Kg
@ @
Rp. Rp.
6,000,000.00 7,000.00
Upah :
1.0000
m3
@
Rp.
1,730,000.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
6,600,000.00 35,000.00 6,635,000.00 1,730,000.00 8,365,000.00
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
52,272.00 252.00 52,524.00 12,456.00 64,980.00
8,800,000.00 35,000.00 8,835,000.00 1,620,000.00 10,455,000.00
504,800.00 1,200.00
1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu Paku
0.0087 0.0360
m3 Kg
@ @
Rp. Rp.
Upah :
1.0000
m'
@
Rp.
6,000,000.00 7,000.00 12,456.00 Total :
1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan : Papan Kayu Paku
1.1000 5.0000
m3 Kg
@ @
Rp. Rp.
8,000,000.00 7,000.00
Upah :
1.0000
m3
@
Rp.
1,620,000.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
@ @
Rp. Rp.
8,000,000.00 8,000.00
. = Rp. . = Rp.
1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM Bahan : Papan Kayu Lem
0.0631 0.1500
m3 Kg
Upah :
5.
6.
7.
1.0000
bh
@
Rp.
184,740.00 Total :
. = Rp. . = Rp. . = Rp.
506,000.00 184,740.00 690,740.00
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
390,400.00 1,200.00 391,600.00 179,020.00 570,620.00
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
322,400.00 1,200.00 323,600.00 175,620.00 499,220.00
1 BH DAUN PINTU PANIL 3 X 74 X 200 CM Bahan : Papan Kayu Lem
0.0488 0.1500
m3 Kg
@ @
Rp. Rp.
Upah :
1.0000
bh
@
Rp.
8,000,000.00 8,000.00 179,020.00 Total :
1 BH DAUN PINTU PANIL 3 X 61 X 200 CM Bahan : Papan Kayu Lem
0.0403 0.1500
m3 Kg
@ @
Rp. Rp.
Upah :
1.0000
bh
@
Rp.
8,000,000.00 8,000.00 175,620.00 Total :
1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLITUR Bahan :
8.
Ram Kayu 3,5 cm
0.0156
m3
@
Rp.
8,000,000.00
. = Rp.
124,800.00
Kaca Bening 5 mm
0.4725
m2
@
Rp.
60,000.00
. = Rp. . = Rp.
28,350.00 153,150.00
Upah :
1.0000
bh
@
Rp.
70,000.00 Total :
. = Rp. . = Rp.
70,000.00 223,150.00
1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm
0.0137
m3
@
Rp.
8,000,000.00
. = Rp.
109,600.00
Kaca Bening 5 mm
0.4500
m2
@
Rp.
60,000.00
. = Rp. . = Rp.
27,000.00 136,600.00
Upah :
1.0000
bh
@
Rp.
70,000.00
. = Rp.
70,000.00
9.
Total :
. = Rp.
206,600.00
1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLITUR Bahan :
10.
Ram Kayu 3,5 cm
0.0176
m3
@
Rp.
8,000,000.00
. = Rp.
140,800.00
Kaca Bening 5 mm
0.6750
m2
@
Rp.
60,000.00
. = Rp. . = Rp.
40,500.00 181,300.00
Upah :
1.0000
bh
@
Rp.
70,000.00 Total :
. = Rp. . = Rp.
70,000.00 251,300.00
1 BH ROSTER KAYU 30 X 40 CM Bahan : Roster Kayu
1.0000
bh
@
Rp.
45,000.00
. = Rp. . = Rp.
45,000.00 45,000.00
Upah :
1.0000
bh
@
Rp.
1,000.00 Total :
. = Rp. . = Rp.
1,000.00 46,000.00
1 M2 PEKERJAAN KACA ES UNTUK 11. BOVEN Bahan dan Upah : Kaca Es 5mm
1.0000
m2
@
Rp.
70,000.00
. = Rp.
70,000.00
Lis Kayu
4.0000
m'
@
Rp.
3,000.00 Total :
. = Rp. . = Rp.
12,000.00 82,000.00
J
PEKERJAAN CAT DAN POLITUR
1.
1 M2 PENGECATAN KAYU BARU Bahan : Cat Kayu 0.2750
Kg
@
Rp.
33,000.00
. = Rp.
9,075.00
Plamur Kayu 0.1375
Kg
@
Rp.
9,700.00
. = Rp.
1,333.75
Dempul Jadi 0.5000 Thiner
bh ltr
@ @
Rp.
1,000.00
. = Rp. . = Rp.
500.00 1,125.00
0.2500
2.
Rp.
4,500.00
Amplas 1.0000
lbr
@
Rp.
1,250.00
. = Rp. . = Rp.
1,250.00 13,283.75
Upah : 1.0000
bh
@
Rp.
12,960.00 Total :
. = Rp. . = Rp.
12,960.00 26,243.75
1M2 PEKERJAAN MENI BIDANG KAYU BARU Bahan :
3.
Menie Jadi
0.2750
kg
@
Rp.
6,000.00
. = Rp. . = Rp.
1,650.00 1,650.00
Upah :
1.0000
m2
@
Rp.
3,190.00 Total
. = Rp. . = Rp.
3,190.00 4,840.00
1M2 PEKERJAAN PENGECATAN KAYU BARU Bahan dan Upah:
4.
5.
Cat-catan
1.0000
m2
@
Rp.
26,243.75
. = Rp.
26,243.75
Menie
1.0000
m2
@
Rp.
4,840.00 Total
. = Rp. . = Rp.
4,840.00 31,083.75
1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC (Untuk Eksterior dan Plafon) Bahan : Cat Tembok Catylac
0.1830
kg
@
Rp.
10,000.00
. = Rp.
1,830.00
Plamur Jadi
0.0460
kg
@
Rp.
5,800.00
. = Rp.
266.80
Amplas
0.2500
lbr
@
Rp.
1,250.00
. = Rp. . = Rp.
312.50 2,409.30
Upah :
1.0000
m2
@
Rp.
4,846.88 Total
. = Rp. . = Rp.
4,846.88 7,256.18
1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU DAN JENDELA Bahan :
Sirlak
0.0275
kg
@
Rp.
60,000.00
. = Rp.
1,650.00
Spirtus
0.5500
kg
@
Rp.
6,000.00
. = Rp.
3,300.00
Batu Apung
0.3667
kg
@
Rp.
4,000.00
. = Rp. . = Rp.
1,466.80 6,416.80
Upah :
1.0000
m2
@
Rp.
18,562.50 Total
. = Rp. . = Rp.
18,562.50 24,979.30
D
PEKERJAAN BETON BERTULANG
1.
1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RING BALOK; DGN MOLEN Bahan : Semen (pc) 8.5150
zak @ Rp. 22,000.00
. = Rp.
187,329.70
Pasir Beton 0.5450
m3 @ Rp. 50,000.00
. = Rp.
27,247.96
Kerikil 0.8174
m3 @ Rp. 50,000.00
. = Rp.
40,871.93
. = Rp.
255,449.59
. = Rp.
47,250.00
. = Rp.
302,699.59
Upah : 1.0000
m3 @ Rp. 47,250.00 Total
2.
1Kg. PEMBESIAN U-24 (Alat Gunting) Bahan : Besi Beton
1.1000
kg
@ Rp. 4,500.00
. = Rp.
4,950.00
Bendrat (kawat beton)
0.0200
kg
@ Rp. 8,000.00
. = Rp.
160.00
. = Rp.
5,110.00
. = Rp.
428.88
. = Rp.
5,538.88
Upah :
1.0000 m3 @ Rp. 428.88 Total
3.
1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RING BALOK DENGAN PAPAN SENGON Bahan :
Papan sengon
2.7500
lbr
@ Rp. 3,000.00
. = Rp.
8,250.00
Paku
0.2000
kg
@ Rp. 7,000.00
. = Rp.
1,400.00
. = Rp.
9,650.00
. = Rp.
1,750.00
. = Rp.
11,400.00
. = Rp.
247,500.00
. = Rp.
11,620.00
. = Rp.
259,120.00
. = Rp.
24,990.00
. = Rp.
284,110.00
. = Rp.
302,699.59
. = Rp.
553,887.50
. = Rp.
57,000.00
. = Rp.
913,587.09
Upah :
1.0000 m2 @ Rp. 1,750.00 Total
4.
1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBAL 12 CM Rangka (0,6 x 0,6) m. Bahan : Balok Kayu/ Bambu Paku
Upah :
55.0000 btg @ Rp. 4,500.00 1.6600
1.0000
kg
ls
@ Rp. 7,000.00
@ Rp. 24,990.00 Total
5.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOOF 15/20 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
1.0000 m3 @ Rp. 302,699.59
Besi Beton U-24 100.0000 Bekesting
kg
@ Rp. 5,538.88
5.0000 m2 @ Rp. 11,400.00 Total
6.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKELET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton 1.0000 m3 @ Rp. 302,699.59 Besi Beton U-24 120.0000 kg
. = Rp. . = Rp.
302,699.59
@ Rp. 5,538.88 Bekesting
664,665.00
5.0000 m2 @ Rp. 11,400.00 Total
7.
1.0000 m3 @ Rp. 302,699.59
Besi Beton U-24 120.0000 Bekesting
kg
@ Rp. 5,538.88
5.0000 m2 @ Rp. 11,400.00 Total
1.0000 m3 @ Rp. 302,699.59
Besi Beton U-24 125.0000 Bekesting Perancah Bambu
kg
@ Rp. 5,538.88
5.0000 m2 @ Rp. 11,400.00 0.5000
ls
@ Rp. 284,110.00 Total
1.
. = Rp.
1,024,364.59
. = Rp.
302,699.59
. = Rp.
664,665.00
. = Rp.
57,000.00
. = Rp.
1,024,364.59
. = Rp.
302,699.59
. = Rp.
692,359.38
. = Rp.
57,000.00
. = Rp.
142,055.00
. = Rp.
1,194,113.97
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
M
57,000.00
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALOK RING 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
8.
. = Rp.
PEKERJAAN SANITASI DAN DRAINASI 1 M' PEKERJAAN INSTALASI AIR BERSIH Bahan : Pipa PVC 3/4"
0.2750
btg
@
Rp.
14,000.00
. = Rp.
3,850.00
Sock
0.2750
bh
@
Rp.
2,000.00
. = Rp.
550.00
Knee
0.1875
bh
@
Rp.
2,500.00
. = Rp.
468.75
Lem PC
0.1000
tube
@
Rp.
3,500.00
. = Rp. . = Rp.
350.00 5,218.75
Upah :
1.0000
m'
@
Rp.
2,500.00 Total
2.
. = Rp. . = Rp.
2,500.00 7,718.75
1 M' PEKERJAAN INSTALASI AIR KOTOR DAN AIR BEKAS Bahan : Pipa PVC 3"
0.2750
btg
@
Rp.
85,000.00
. = Rp.
23,375.00
Sock
0.2750
bh
@
Rp.
5,000.00
. = Rp.
1,375.00
Knee
0.1875
bh
@
Rp.
7,800.00
. = Rp.
1,462.50
Lem PVC
0.2000
tube
@
Rp.
3,500.00
. = Rp. . = Rp.
700.00 26,912.50
Upah :
1.0000
m'
@
Rp.
5,000.00
. = Rp. . = Rp.
5,000.00 31,912.50
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
. = Rp. . = Rp.
72,600.00 1,072,600.00
Total 3.
1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan : Closet Duduk Monoblok
1.0000
set
@
Rp.
1,000,000.00
Upah :
1.0000
unit
@
Rp.
72,600.00 Total
4.
1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan : Closet Jongkok
1.0000
bh
@
Rp.
74,500.00
. = Rp.
74,500.00
Dudukan closet
1.0000
ls
@
Rp.
25,000.00
. = Rp. . = Rp.
25,000.00 99,500.00
Upah :
1.0000
unit
@
Rp.
36,300.00
. = Rp. . = Rp.
36,300.00 135,800.00
. = Rp.
200,000.00
Total 5.
1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan : Washtafel
1.0000
set
@
Rp.
200,000.00
Upah :
1.0000
unit
@
72,600.00
Rp.
Total 6.
. = Rp.
200,000.00
. = Rp. . = Rp.
72,600.00 272,600.00
. = Rp. . = Rp.
50,000.00 50,000.00
. = Rp. . = Rp.
15,125.00 65,125.00
1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan : Wallshower
1.0000
set
@
Rp.
50,000.00
Upah :
1.0000
unit
@
Rp.
15,125.00 Total
7.
1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan : Floordrain
Upah :
1.0000
1.0000
bh
unit
@
@
Rp. 10,000.00
Rp. 9,000.00 Total
8.
. = Rp.
10,000.00
. = Rp.
10,000.00
. = Rp.
9,000.00
. = Rp.
19,000.00
. = Rp.
5,000.00
. = Rp.
5,000.00
. = Rp.
9,000.00
. = Rp.
14,000.00
1 BH PEKERJAAN PASANG AVOR (KURASAN BAK) Bahan : Avor
Upah :
1.0000
1.0000
bh
unit
@
@
Rp. 5,000.00
Rp. 9,000.00 Total
9.
1 BH PEKERJAAN KERAN AIR Bahan : Keran Air (rata-rata)
1.0000
bh
@
Rp. 15,000.00
. = Rp.
15,000.00
Knee
1.0000
bh
@
Rp. 2,500.00
. = Rp.
2,500.00
Isolasi
Upah :
1.0000
1.0000
bh
m'
@
@
Rp. 1,000.00
Rp. 3,600.00 Total
10.
. = Rp.
1,000.00
. = Rp.
18,500.00
. = Rp.
3,600.00
. = Rp.
22,100.00
1 BH PEKERJAAN KERAN AIR UNTUK DAPUR Bahan : Keran Air (rata-rata)
1.0000
bh
@
Rp. 25,000.00
. = Rp.
25,000.00
Knee
1.0000
bh
@
Rp. 2,500.00
. = Rp.
2,500.00
Isolasi
1.0000
bh
@
Rp. 1,000.00
. = Rp.
1,000.00
. = Rp.
28,500.00
. = Rp.
3,600.00
. = Rp.
32,100.00
. = Rp.
25,000.00
. = Rp.
25,000.00
. = Rp.
15,125.00
Total
. = Rp.
40,125.00
Rp. 1,250,000.00
. = Rp.
1,250,000.00
. = Rp.
1,250,000.00
Upah :
1.0000
m'
@
Rp. 3,600.00 Total
11.
1 BH PEKERJAAN PASANG SOAP HOLDER TANAM Bahan : Soap Holder
Upah :
12.
1.0000
1.0000
bh
unit
@
@
Rp. 25,000.00
Rp. 15,125.00
1 UNIT PEKERJAAN PASANG BATH UP Bahan : Bath Up
1.0000
set
@
Upah :
1.0000
unit
@
Rp. 93,750.00
. = Rp.
93,750.00
. = Rp.
1,343,750.00
. = Rp.
200,000.00
. = Rp.
200,000.00
. = Rp.
52,000.00
. = Rp.
252,000.00
. = Rp.
750,000.00
. = Rp.
750,000.00
. = Rp.
100,000.00
Total
. = Rp.
850,000.00
Rp. 1,500,000.00
. = Rp.
1,500,000.00
. = Rp.
1,500,000.00
. = Rp.
350,000.00
. = Rp.
1,850,000.00
Total
13.
1 UNIT PEKERJAAN BIKIN BAK KONTROL Bahan : Bak Kontrol
Upah :
1.0000
1.0000
unit
ls
@
@
Rp. 200,000.00
Rp. 52,000.00 Total
14.
1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON Bahan : Sumur Resapan
Upah :
15.
1.0000
1.0000
unit
ls
@
@
Rp. 750,000.00
Rp. 100,000.00
1 UNIT PEKERJAAN SEPTIC TANK Bahan : Septictank
Upah :
1.0000
1.0000
unit
ls
@
@
Rp. 350,000.00 Total
16.
1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMPA Bahan + Upah
Instalasi sumur air bersih + pompa
17.
1.0000
unit
@
Rp. 1,000,000.00
. = Rp.
1,000,000.00
Total
. = Rp.
1,000,000.00
Rp. 1,000,000.00
. = Rp.
1,000,000.00
Total
. = Rp.
1,000,000.00
1 UNIT PEKERJAAN INSTALASI WATER TORN Bahan + Upah Instalasi water torn
1.0000
unit
@
M
PEKERJAAN PERKERASAN JALAN
1.
1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BLOK (Dengan 2 lapis pondasi) Bahan : Paving Blok
1.1000 m2
@
Rp.
Pasir Beton
0.1200 m3
@
Rp.
Sirtu
0.1200 m3
@
Rp.
Pasir urug
0.1350 m3
@
Rp.
Batu Belah
0.3000 m3
@
Rp.
Upah :
2.
1.0000 m2
@
Rp.
.= 14,000.00 Rp. .= 50,000.00 Rp. .= 30,000.00 Rp. .= 27,000.00 Rp. .= 35,000.00 Rp. .= Rp. .= Rp. 10,725.00 .= Total Rp.
15,400.00 6,000.00 3,600.00 3,645.00 10,500.00 39,145.00 10,725.00 49,870.00
1M' PEKERJAAN KANSTEN (25x25x40) CM Bahan : Kansten
1.1000
m'
@
Rp.
27,400.00
Pasir Beton
0.0300 m3
@
Rp.
50,000.00
Sirtu
0.0300 m3
@
Rp.
30,000.00
Pasir urug
0.0297 m3
@
Rp.
27,000.00
.= Rp. .= Rp. .= Rp. .= Rp.
30,140.00 1,500.00 900.00 801.90
Batu Belah
Upah :
0.0660 m3
1.0000 m2
O
PEKERJAAN PEMBERSIHAN AKHIR PROYEK
1.
1 LS PEMBERSIHAN AKHIR PROYEK
Upah :
DAFTAR ANALISIS
1.00
ls.
@
@
@
Rp.
Rp.
Rp.
.= Rp. .= Rp. .= 3,431.25 Rp. .= Total Rp.
39,083.15
.= Rp.
200,000.00
35,000.00
200,000.00
2,310.00 35,651.90 3,431.25
HARGA SATUAN PEKERJAAN (HSP) - DENGAN OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE
A
PEKERJAAN PERSIAPAN
1.
MOBILISASI Upah : 1.00
ls.
@
Rp. 200,000.00
. = Rp.
200,000.00
m2
@
Rp. 3,189.56
. = Rp.
3,189.56
Papan Sengon 0.5500
Lbr
@
Rp. 3,000.00
. = Rp.
1,650.00
Balok Kayu 0.0060
m3
@
Rp. 1,200,000.00
. = Rp.
7,200.00
Paku 0.0200
Kg.
@
Rp. 7,000.00
. = Rp. . = Rp.
140.00 8,990.00
M`
@
Rp. 3,986.95 Total
. = Rp. . = Rp.
3,986.95 12,976.95
Zeng 1.2500
Lbr
@
Rp. 8,000.00
. = Rp.
10,000.00
Balok Kayu 0.0300
m3
@
Rp. 1,200,000.00
. = Rp.
36,000.00
Paku Zeng 12.5000
bh.
@
Rp. 150.00
. = Rp.
1,875.00
Kg.
@
Rp. 7,000.00
. = Rp. . = Rp.
140.00 48,015.00
1M2 PEMBERSIHAN LOKASI 2. PROYEK Upah : 1.00 1 M' PEKERJAAN UITZET & 3. BOUWPLANK Bahan :
Upah : 1.00
4.
1 M' PEMAGARAN LOKASI PROYEK Bahan :
Paku 0.0200
Upah : 1.00
M`
@
Rp. 6,644.91 Total
. = Rp. . = Rp.
6,644.91 54,659.91
M2
@
Rp. 100,000.00
. = Rp.
100,000.00
1 M2 PEKERJAAN DIREKSI 5. KIT Bahan & Upah : 1.00
1 M2 PEKERJAAN PEMBUATAN BRAK UNTUK 6. GUDANG Bahan & Upah : 1.00
7.
B
1.
m2
@
Rp. 100,000.00
. = Rp.
100,000.00
ls.
@
Rp. 150,000.00
. = Rp.
150,000.00
Rp.
11,296.35
ADMINISTRASI DAN DOKUMENTASI Bahan & Upah : 1.00 PEKERJAAN TANAH DAN PASIR 1 M3 PEKERJAAN GALIAN TANAH BIASA Untuk Pondasi Batu Kali Upah : 1.0000
m3 @
Total
2.
m3 @
Rp.
13,289.82 Total
. = Rp.
11,296.35
. = Rp.
13,289.82
. = Rp.
13,289.82
. = Rp.
5,980.42
. = Rp.
5,980.42
1 M3 PEKERJAAN URUGAN TANAH KEMBALI Upah : *) 1.0000 *). Termasuk Pemadatan
4.
11,296.35
1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate Upah : 1.0000
3.
. = Rp.
1 M3 PEKERJAAN URUGAN
m3 @
Rp.
5,980.42 Total
TANAH Dengan Mendatangkan Tanah dari Luar Bahan : Tanah Urug 1.2000
m3 @
Rp.
22,500.00
. = Rp.
27,000.00
Upah : *) 1.0000
m3 @
Rp.
8,638.38
. = Rp.
8,638.38
. = Rp.
35,638.38
*). Termasuk Pemadatan
5.
Total
1 M3 PEKERJAAN URUGAN PASIR Bahan : Pasir 1.2000
m3 @
Rp.
27,000.00
. = Rp.
32,400.00
Upah : 1.0000
m3 @
Rp.
6,578.46
. = Rp.
6,578.46
. = Rp.
38,978.46
Total
6.
1 M2 PEKERJAAN URUGAN PASIR TEBAL = 10 CM` Bahan : Pasir 0.1200
m3 @
Rp.
27,000.00
. = Rp.
3,240.00
Upah : 1.0000
m3 @
Rp.
1,461.88
. = Rp.
1,461.88
. = Rp.
4,701.88
Total C
PEKERJAAN PASANGAN & PLESTERAN
1.
1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan : Batu Kali
1.2000
m3
@ Rp. 35,000.00
. = Rp.
42,000.00
Semen (pc)
3.0698
zak @ Rp. 22,000.00
. = Rp.
67,535.08
Kapur Pasir Pasang
0.6175
zak @ Rp. 4,500.00
. = Rp. . = Rp.
-
m3
Upah :
1.0000
m3
@ Rp. 50,000.00
@ Rp. 50,002.95 Total :
2.
30,873.18 . = Rp.
140,408.26
. = Rp.
50,002.95
. = Rp.
190,411.22
1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG Bahan : Batu Kali
1.2000
m3
@ Rp. 35,000.00
. = Rp.
42,000.00
Pasir Pasang
0.4500
m3
@ Rp. 27,000.00
. = Rp.
12,150.00
. = Rp.
54,150.00
. = Rp.
31,895.57
. = Rp.
86,045.57
. = Rp.
13,860.00
zak @ Rp. 22,000.00
. = Rp.
13,369.32
zak @ Rp. 4,500.00
. = Rp.
-
m3
. = Rp.
3,055.84
. = Rp.
30,285.16
. = Rp.
10,764.76
. = Rp.
41,049.92
. = Rp.
12,600.00
Upah :
1.0000
m3
@ Rp. 31,895.57 Total :
3.
1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 PC : 3 PS) Bahan : Batu Bata
77.0000
Semen (pc)
0.6077
Kapur Pasir Pasang (Ayak)
Upah :
0.0611
1.0000
bh
m2
@ Rp. 180.00
@ Rp. 50,000.00
@ Rp. 10,764.76 Total
4.
1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS) Bahan : Batu Bata
70.0000
bh
@ Rp. 180.00
Semen (pc)
0.4093
Kapur
-
Pasir Pasang (Ayak)
0.0686
Upah :
1.0000
zak @ Rp. 22,000.00
. = Rp.
9,004.49
zak @ Rp. 4,500.00
. = Rp.
-
m3
. = Rp.
3,430.28
. = Rp.
25,034.77
. = Rp.
9,718.18
. = Rp.
34,752.95
. = Rp.
2,520.00
m2
@ Rp. 50,000.00
@ Rp. 9,718.18 Total
1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS)
5.
Bahan : Batu Bata
14.0000
Semen (pc)
0.2263
zak @ Rp. 22,000.00
. = Rp.
4,978.82
Pasir Pasang (Ayak)
0.0122
m3
. = Rp.
611.68
. = Rp.
8,110.51
. = Rp.
5,232.87
. = Rp.
13,343.37
Upah :
bh
1.0000
m'
@ Rp. 180.00
@ Rp. 50,000.00
@ Rp. 5,232.87 Total
6.
1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS) T = 20 MM Bahan : Semen (pc) Kapur Pasir Pasang (Ayak)
0.1428 -
zak
@
Rp.
22,000.00 . = Rp.
3,142.38
zak m3
@ @
Rp. Rp.
4,500.00 . = Rp. 50,000.00 . = Rp.
1,197.10
Rp.
. = Rp. 12,133.61 . = Rp.
4,339.48 12,133.61
Total . = Rp.
16,473.09
0.0239 Upah :
m2
@
1.0000
7.
1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM Bahan : Semen (pc)
zak @ Rp. 0.2121
. = Rp. 22,000.00
4,665.62
Kapur
- zak @ Rp.
4,500.00 . = Rp. -
Pasir Pasang (Ayak)
m3
@ Rp.
0.0213
. = Rp. 50,000.00
1,066.43 . = Rp. 5,732.05
Upah :
m2
@ Rp.
1.0000
. = Rp. 12,133.61 Total . = Rp.
12,133.61 17,865.65
8.
1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM Bahan : Semen (pc)
zak @ Rp.
. = Rp.
Kapur
0.0943 - zak @ Rp.
22,000.00 4,500.00 . = Rp.
2,073.61 -
Pasir Pasang (Ayak)
m3
@ Rp.
0.0095
. = Rp. 50,000.00
473.97 . = Rp. 2,547.58
Upah :
m2
@ Rp.
1.0000
. = Rp. 12,133.61 Total . = Rp.
12,133.61 14,681.18
9.
1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS ) Bahan : Semen (pc)
zak @ Rp.
. = Rp.
Kapur (Mill)
0.0249 - zak @ Rp.
22,000.00 4,500.00 . = Rp.
547.39 -
Pasir Pasang (Ayak)
m3
@ Rp.
0.0017
. = Rp. 50,000.00
83.41 . = Rp. 630.81
Upah :
m2
@ Rp.
3,654.70 . = Rp.
1.0000
3,654.70 Total . = Rp. 4,285.51
10. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A
Bahan : Semen (pc)
zak @ Rp. 0.0071
Pasir Pasang (Ayak)
. = Rp. 22,000.00
m3
@ Rp.
0.0012
157.12 . = Rp.
50,000.00
59.85 . = Rp. 216.97
Upah :
m2
@ Rp.
1.0000
. = Rp. 10,964.10 Total . = Rp.
10,964.10 11,181.08
11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan : Semen (pc)
zak @ Rp. 0.0114
Pasir Pasang (Ayak)
. = Rp. 22,000.00
m3
@ Rp.
0.0019
251.39 . = Rp.
50,000.00
95.77 . = Rp. 347.16
Upah :
m2
@ Rp.
1.0000
. = Rp. 10,964.10 Total . = Rp.
10,964.10 11,311.26
12. 1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBAL 30 MM Bahan : Semen (pc)
zak @ Rp. 0.3414
Pasir Pasang (Ayak)
. = Rp. 22,000.00
m3
@ Rp.
0.0458
7,510.84 . = Rp.
50,000.00
2,289.02 . = Rp. 9,799.86
Upah :
m2
@ Rp.
4,385.64 . = Rp.
1.0000
4,385.64 Total . = Rp. 14,185.50
13. 1 M2 PEKERJAAN LANTAI KERJA ( 1 PC : 3 PS : 5 KR) TEBAL 50 MM Bahan : Semen (pc)
zak @ Rp. 0.3047
Pasir
22,000.00 m3
0.0292
. = Rp.
@ Rp.
6,702.65 . = Rp.
50,000.00
1,462.40
Krikil
m3
@ Rp.
0.0266
. = Rp. 50,000.00
1,327.76 . = Rp. 9,492.80
Upah :
m2
@ Rp.
7,601.78 . = Rp.
1.0000
7,601.78 Total . = Rp. 17,094.58
E
PEKERJAAN PENUTUP LANTAI DAN DINDING
1.
1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30 Bahan : Keramik Lantai
m2
@ Rp.
1.1000 Semen (pc)
. = Rp. 30,000.00
zak @ Rp. 0.1730
Pasir
m3
@ Rp.
0.0206 Semen Grouting
m3
@ Rp.
33,000.00 . = Rp.
22,000.00
3,805.49
. = Rp. 50,000.00 7,500.00 . = Rp.
1,030.06
0.1833
1,375.00 . = Rp. 39,210.55
Upah :
m2
@ Rp.
1.0000
. = Rp. 12,293.08 Total . = Rp.
12,293.08 51,503.63
2.
1M2 PEKERJAAN PASANGAN KERAMIK KM/ WC 20X20 CM Bahan : Keramik Serit
m2
@ Rp.
1.1000 Semen (pc)
. = Rp. 35,000.00
zak @ Rp. 0.1730
Pasir
22,000.00
3,805.49
m3
@ Rp.
. = Rp.
m3
@ Rp.
50,000.00 7,500.00 . = Rp.
0.0206 Semen Grouting
38,500.00 . = Rp.
0.1833
1,030.06 1,375.00
. = Rp. 44,710.55 Upah :
m2 1.0000
@ Rp.
. = Rp. 12,293.08 Total . = Rp.
12,293.08 57,003.63
3.
1M2 PEKERJAAN PASANGAN KERAMIK DINDING ASIA 20X25 Bahan : Keramik Dinding
m2
@ Rp.
1.1000 Semen (pc)
. = Rp. 33,000.00
zak @ Rp. 0.1297
Pasir
22,000.00
2,854.12
m3
@ Rp.
. = Rp.
m3
@ Rp.
50,000.00 7,500.00 . = Rp.
0.0155 Semen Grouting
36,300.00 . = Rp.
0.1833
772.54 1,375.00
. = Rp. 41,301.66 Upah :
m2
@ Rp.
1.0000
. = Rp. 39,869.46 Total . = Rp.
39,869.46 81,171.13
4.
1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM Bahan : Keramik Dinding
m2
@ Rp.
0.1667 Semen (pc)
. = Rp. 30,000.00
zak @ Rp. 0.0156
Pasir
22,000.00
342.49
m3
@ Rp.
. = Rp.
m3
@ Rp.
50,000.00 7,500.00 . = Rp.
0.0019 Semen Grouting
5,001.00 . = Rp.
0.0220
92.71 165.00
. = Rp. 5,601.20 Upah :
m2
@ Rp.
9,037.08 . = Rp.
1.0000
9,037.08 Total . = Rp. 14,638.28
5.
1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20) CM Bahan : Keramik Assesories
bh
@ Rp.
4,000.00 . = Rp.
1.1000 Semen (pc)
4,400.00 zak @ Rp.
0.0021 Pasir
m3 0.0002
. = Rp. 22,000.00
@ Rp.
45.67 . = Rp.
50,000.00
12.36
Semen Grouting
m3
@ Rp.
7,500.00 . = Rp.
0.0029
22.00 . = Rp. 4,480.03
Upah :
m2
@ Rp.
1,328.98 . = Rp.
1.0000
1,328.98 Total . = Rp. 5,809.01
6.
1M2 PEKERJAAN BATU ALAM PADA DINDING Bahan : Batu Alam
1.1200
m2
@
Rp.
65,000.00
. = Rp.
Semen (pc)
0.1297
zak
@
Rp.
22,000.00
. = Rp.
2,854.12
Pasir
0.0155
m3
@
Rp.
50,000.00
. = Rp.
772.54
Upah :
1.0000
m2
@
Rp.
59,804.19 Total
7.
72,800.00
. = Rp.
76,426.66
. = Rp.
59,804.19
. = Rp.
136,230.86
137,500.00
1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan : Batu Belah
275.0000
bh
@
Rp.
500.00
. = Rp.
Semen (pc)
0.1297
zak
@
Rp.
22,000.00
. = Rp.
2,854.12
Pasir
0.0155
m3
@
Rp.
50,000.00
. = Rp.
772.54
Upah :
1.0000
m2
@
Rp.
39,869.46 Total
G
1.
PEKERJAAN RANGKA ATAP & PLAFOND 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 40; Jarak Reng 36 cm) Bahan :
. = Rp.
141,126.66
. = Rp.
39,869.46
. = Rp.
180,996.13
Balok Kayu 0.0092
m3
@ Rp. 2,800,000.00
. = Rp.
25,872.00
Reng Kayu 0.0045
Kg
@ Rp. 1,800,000.00
. = Rp.
8,188.71
Paku 0.2000
Kg
@ Rp. 7,000.00
. = Rp.
1,400.00
. = Rp.
35,460.71
. = Rp.
5,315.93
. = Rp.
40,776.64
Upah : 1.0000
M2
@ Rp. 5,315.93 Total :
2.
1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 45 cm; Jarak Reng 35 cm) Bahan : Balok Kayu 0.0092
m3
@ Rp. 2,800,000.00
. = Rp.
25,872.00
Reng Kayu 0.0064
Kg
@ Rp. 1,800,000.00
. = Rp.
11,583.00
Paku 0.2000
Kg
@ Rp. 7,000.00
. = Rp.
1,400.00
. = Rp.
38,855.00
. = Rp.
5,315.93
. = Rp.
44,170.93
Upah : 1.0000
M2
@ Rp. 5,315.93 Total :
3.
1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu 1.1000 Baut 50.0833
Upah : 1.0000
m3
@ Rp. 2,800,000.00
. = Rp.
3,080,000.00
bh
@ Rp. 1,500.00
. = Rp.
75,125.00
. = Rp.
3,155,125.00
. = Rp.
571,462.31
. = Rp.
3,726,587.31
m3
@ Rp. 571,462.31 Total :
4.
1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20 Bahan : Papan Kayu 0.0044
m3
@ Rp. 3,000,000.00
. = Rp.
13,200.00
Paku 0.0200
bh
@ Rp. 7,000.00
. = Rp.
140.00
. = Rp.
13,340.00
. = Rp.
1,993.47
Total :
. = Rp.
15,333.47
Upah : 1.0000
5.
m`
@ Rp. 1,993.47
1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKIRAI 2/25 Bahan : Papan Kayu 0.0055
m3
@ Rp. 3,000,000.00
. = Rp.
16,500.00
Paku 0.0200
bh
@ Rp. 7,000.00
. = Rp.
140.00
. = Rp.
16,640.00
. = Rp.
9,635.12
. = Rp.
26,275.12
Upah : 1.0000
m`
@ Rp. 9,635.12 Total :
6.
1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIRAI 2/20; 2/25 Bahan : Papan Kayu 0.0110
m3
@ Rp. 3,000,000.00
. = Rp.
33,000.00
Paku 0.0400
bh
@ Rp. 7,000.00
. = Rp.
280.00
. = Rp.
33,280.00
. = Rp.
19,270.24
. = Rp.
52,550.24
Upah : 1.0000
m`
@ Rp. 19,270.24 Total :
7.
1M' PEKERJAAN TALANG ZENG; PAPAN KAYU
MERANTI Bahan : Seng BJLS 30 1.1000
m'
@ Rp. 24,000.00
. = Rp.
26,400.00
Papan Kayu Meranti 0.0176
m3
@ Rp. 1,400,000.00
. = Rp.
24,640.00
. = Rp.
1,500.00
. = Rp.
140.00
. = Rp.
52,680.00
. = Rp.
10,299.61
. = Rp.
62,979.61
Paku Seng (Payung) 10.0000 buah @ Rp. 150.00 Paku 0.0200
Upah : 1.0000
kg
m'
@ Rp. 7,000.00
@ Rp. 10,299.61 Total
8.
1 M' PEKERJAAN WENVIR DENGAN SENG Bahan : Seng
1.1000
m'
@ Rp. 8,000.00
. = Rp.
8,800.00
Papan Kayu Meranti
0.0026
m3
@ Rp. 1,400,000.00
. = Rp.
3,640.00
Paku
0.0200
kg
@ Rp. 7,000.00
. = Rp.
140.00
. = Rp.
12,580.00
. = Rp.
6,644.91
. = Rp.
19,224.91
Upah :
1.0000
m'
@ Rp. 6,644.91 Total
9.
1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM Rangka = 60 x 60 CM Bahan : Gypsum 0.3819
m3
@ Rp. 35,000.00
. = Rp.
13,368.06
Balok Kayu 0.0136
m3
@ Rp. 1,800,000.00
. = Rp.
24,552.00
Paku 0.2000 Paku Plepet
Kg Kg
@ Rp. 7,000.00
. = Rp. . = Rp.
1,400.00
0.0200
Upah : 1.0000
@ Rp. 8,000.00
m2
@ Rp. 17,276.77 Total :
160.00 . = Rp.
39,480.06
. = Rp.
17,276.77
. = Rp.
56,756.82
1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP 10. CALSIBOARD Rangka = 100 x 100 CM Bahan : Calsiboard 0.3819
m3
@ Rp. 30,000.00
. = Rp.
11,458.33
Balok Kayu 0.0092
m3
@ Rp. 1,800,000.00
. = Rp.
16,632.00
Paku 0.2000
Kg
@ Rp. 7,000.00
. = Rp.
1,400.00
Paku Plepet 0.0200
Kg
@ Rp. 8,000.00
. = Rp.
160.00
. = Rp.
29,650.33
. = Rp.
9,568.67
. = Rp.
39,219.00
. = Rp.
8,000.00
. = Rp.
8,000.00
Upah : 1.0000
m2
@ Rp. 9,568.67 Total :
11.
1 M' PEKERJAAN LIS GYPSIUM LEBAR : 10 CM
Bahan dan Upah : Lis Gypsium L=10 cm 1.0000
m3
m' Rp. 8,000.00 Total :
H
PEKERJAAN PENUTUP ATAP
1.
1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK SOKKA TYPE MORANDO SE Bahan : Genteng Keramik
9.9000
bh @ Rp.
2,100.00
. = Rp.
20,790.00
. = Rp.
20,790.00
Upah :
1.0000
m2 @ Rp.
9,369.32 Total :
2.
. = Rp.
9,369.32
. = Rp.
30,159.32
1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA Bahan : Genteng Kerpus
3.3000
m3 @ Rp.
4,000.00
. = Rp.
13,200.00
Semen
0.2601
m3 @ Rp.
22,000.00
. = Rp.
5,722.54
Pasir
0.0366
Kg
50,000.00
. = Rp.
1,831.21
. = Rp.
20,753.76
. = Rp.
22,642.53
. = Rp.
43,396.29
Upah :
1.0000
@ Rp.
m2 @ Rp.
22,642.53 Total :
F 1.
PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan :
2.
Balok Kayu
1.1000
m3
@
Rp.
6,000,000.00
. = Rp.
6,600,000.00
Paku
5.0000
Kg
@
Rp.
7,000.00
. = Rp. . = Rp.
35,000.00 6,635,000.00
Upah :
1.0000
m3
@
Rp.
. = Rp. . = Rp.
2,299,139.05 8,934,139.05
2,299,139.05 Total :
1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu
0.0087
m3
@
Rp.
6,000,000.00
. = Rp.
52,272.00
Paku
0.0360
Kg
@
Rp.
7,000.00
. = Rp. . = Rp.
252.00 52,524.00
Upah :
1.0000
m'
@
Rp.
16,553.80 Total :
. = Rp. . = Rp.
16,553.80 69,077.80
3.
1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan :
4.
Papan Kayu
1.1000
m3
@
Rp.
8,000,000.00
. = Rp.
8,800,000.00
Paku
5.0000
Kg
@
Rp.
7,000.00
. = Rp. . = Rp.
35,000.00 8,835,000.00
Upah :
1.0000
m3
@
Rp.
2,152,951.02 Total :
. = Rp. . = Rp.
2,152,951.02 10,987,951.02
1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM Bahan :
5.
Papan Kayu
0.0631
m3
@
Rp.
8,000,000.00
. = Rp.
504,800.00
Lem
0.1500
Kg
@
Rp.
8,000.00
. = Rp. . = Rp.
1,200.00 506,000.00
Upah :
1.0000
bh
@
Rp.
. = Rp. . = Rp.
245,516.15 751,516.15
245,516.15 Total :
1 BH DAUN PINTU PANIL 3 X 74 X 200 CM Bahan :
6.
Papan Kayu
0.0488
m3
@
Rp.
8,000,000.00
. = Rp.
390,400.00
Lem
0.1500
Kg
@
Rp.
8,000.00
. = Rp. . = Rp.
1,200.00 391,600.00
Upah :
1.0000
bh
@
Rp.
. = Rp. . = Rp.
237,914.38 629,514.38
237,914.38 Total :
1 BH DAUN PINTU PANIL 3 X 61 X 200 CM Bahan : Papan Kayu
0.0403
m3
@
Rp.
8,000,000.00
. = Rp.
322,400.00
Lem
0.1500
Kg
@
Rp.
8,000.00
. = Rp.
1,200.00
Upah : 7.
1.0000
bh
@
Rp.
233,395.84 Total :
. = Rp.
323,600.00
. = Rp. . = Rp.
233,395.84 556,995.84
1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm
0.0156
m3
@
Rp.
8,000,000.00
Kaca Bening 5 mm
0.4725
m2
@
Rp.
60,000.00
Upah :
8.
1.0000
bh
@
Rp.
93,028.75
.= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp.
124,800.00 28,350.00 153,150.00 93,028.75 246,178.75
1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm
0.0137
m3
@
Rp.
8,000,000.00
Kaca Bening 5 mm
0.4500
m2
@
Rp.
60,000.00
Upah :
9.
1.0000
bh
@
Rp.
93,028.75
.= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp.
109,600.00 27,000.00 136,600.00 93,028.75 229,628.75
1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm
0.0176
m3
@
Rp.
8,000,000.00
Kaca Bening 5 mm
0.6750
m2
@
Rp.
60,000.00
Upah :
10.
1 BH ROSTER KAYU 30 X 40 CM
1.0000
bh
@
Rp.
93,028.75
.= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp.
140,800.00 40,500.00 181,300.00 93,028.75 274,328.75
Bahan : Roster Kayu
Upah :
11.
1.0000
bh
1.0000
bh
@
@
Rp.
Rp.
45,000.00
1,328.98
.= Rp. .= Rp. .= Rp. .= Total : Rp.
45,000.00 45,000.00 1,328.98 46,328.98
1 M2 PEKERJAAN KACA ES UNTUK BOVEN Bahan dan Upah : Kaca Es 5mm
1.0000
m2
@
Rp.
70,000.00
Lis Kayu
4.0000
m'
@
Rp.
3,000.00
J
PEKERJAAN CAT DAN POLITUR
1.
1 M2 PENGECATAN KAYU BARU Bahan :
2.
Cat Kayu
0.2750
Kg
@
Rp. 33,000.00
. = Rp.
9,075.00
Plamur Kayu
0.1375
Kg
@
Rp. 9,700.00
. = Rp.
1,333.75
Dempul Jadi
0.5000
bh
@
Rp. 1,000.00
. = Rp.
500.00
Thiner
0.2500
ltr
@
Rp. 4,500.00
. = Rp.
1,125.00
Amplas
1.0000
lbr
@
Rp. 1,250.00
. = Rp. . = Rp.
1,250.00 13,283.75
Upah :
1.0000
bh
@
Rp. 17,223.61 Total :
. = Rp. . = Rp.
17,223.61 30,507.36
. = Rp. . = Rp. . = Rp.
1,650.00 1,650.00 4,239.45
1M2 PEKERJAAN MENI BIDANG KAYU BARU Bahan : Menie Jadi
0.2750
kg
@
Rp. 6,000.00
Upah :
1.0000
m2
@
Rp.
.= Rp. .= Rp. .= Total : Rp.
70,000.00 12,000.00 82,000.00
4,239.45 Total
3.
. = Rp.
5,889.45
1M2 PEKERJAAN PENGECATAN KAYU BARU Bahan dan Upah: Cat-catan
1.0000
m2
@
Rp. 30,507.36
. = Rp.
30,507.36
Menie
1.0000
m2
@
Rp. 5,889.45
. = Rp. . = Rp.
5,889.45 36,396.81
Total 4.
1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC (Untuk Dinding dan Plafon) Bahan : Cat Tembok Catylac
0.1830
kg
@
Rp. 10,000.00
. = Rp.
1,830.00
Plamur Jadi
0.0460
kg
@
Rp. 5,800.00
. = Rp.
266.80
Amplas
0.2500
lbr
@
Rp. 1,250.00
. = Rp. . = Rp.
312.50 2,409.30
Upah :
1.0000
m2
@
Rp. 6,441.41
. = Rp. . = Rp.
6,441.41 8,850.71
Total 5.
1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU DAN JENDELA Bahan : Sirlak
0.0275
kg
@
Rp. 60,000.00
. = Rp.
1,650.00
Spirtus
0.5500
kg
@
Rp. 6,000.00
. = Rp.
3,300.00
Batu Apung
0.3667
kg
@
Rp. 4,000.00
. = Rp. . = Rp.
1,466.80 6,416.80
Upah :
1.0000
m2
@
Rp. 24,669.23 Total
. = Rp. . = Rp.
24,669.23 31,086.03
D
PEKERJAAN BETON BERTULANG
1.
1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RING BALOK; DGN MOLEN Bahan : Semen (pc)
8.5150
zak
Rp.
. = Rp.
187,329.70
@
2.
22,000.00
Pasir Beton
0.5450
m3
@
Rp.
50,000.00
. = Rp.
27,247.96
Kerikil
0.8174
m3
@
Rp.
50,000.00
. = Rp. . = Rp.
40,871.93 255,449.59
Upah :
1.0000
m3
@
Rp.
62,794.40 Total
. = Rp. . = Rp.
62,794.40 318,244.00
1Kg. PEMBESIAN U-24 (Alat Gunting) Bahan : Besi Beton
1.1000
kg
@
Rp.
4,500.00
. = Rp.
4,950.00
Bendrat (kawat beton)
0.0200
kg
@
Rp.
8,000.00
. = Rp. . = Rp.
160.00 5,110.00
Upah :
1.0000
m3
@
Rp.
569.97
. = Rp. . = Rp.
569.97 5,679.97
Total
3.
1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RING BALOK DENGAN PAPAN SENGON Bahan : Papan sengon
2.7500
lbr
@
Rp.
3,000.00
. = Rp.
8,250.00
Paku
0.2000
kg
@
Rp.
7,000.00
. = Rp. . = Rp.
1,400.00 9,650.00
Upah :
1.0000
m2
@
Rp.
2,325.72
. = Rp. . = Rp.
2,325.72 11,975.72
Total
4.
1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBAL 12 CM Rangka (0,6 x 0,6) m. Bahan : Balok Kayu/ Bambu
55.0000
btg
@
Rp.
4,500.00
. = Rp.
247,500.00
Paku
1.6600
kg
@
Rp.
7,000.00
. = Rp. . = Rp.
11,620.00 259,120.00
Upah :
1.0000
ls
@
Rp.
33,211.26
. = Rp.
33,211.26
Total
5.
6.
7.
8.
. = Rp.
292,331.26
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOOF 15/20 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
1.0000
m3
@
Rp.
318,244.00
. = Rp.
318,244.00
Besi Beton U-24
100.0000
kg
@
Rp.
5,679.97
. = Rp.
567,996.72
Bekesting
5.0000
m2
@
Rp.
11,975.72 Total
. = Rp. . = Rp.
59,878.59 946,119.31
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKELET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
1.0000
m3
@
Rp.
318,244.00
. = Rp.
318,244.00
Besi Beton U-24
120.0000
kg
@
Rp.
5,679.97
. = Rp.
681,596.06
Bekesting
5.0000
m2
@
Rp.
11,975.72 Total
. = Rp. . = Rp.
59,878.59 1,059,718.65
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALOK RING 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
1.0000
m3
@
Rp.
318,244.00
. = Rp.
318,244.00
Besi Beton U-24
120.0000
kg
@
Rp.
5,679.97
. = Rp.
681,596.06
Bekesting
5.0000
m2
@
Rp.
11,975.72 Total
. = Rp. . = Rp.
59,878.59 1,059,718.65
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton
1.0000
m3
@
Rp.
318,244.00
. = Rp.
318,244.00
Besi Beton U-24 Bekesting
125.0000 5.0000
kg m2
@
Rp. Rp.
5,679.97
. = Rp. . = Rp.
709,995.90 59,878.59
@ Perancah Bambu
0.5000
M
PEKERJAAN SANITASI DAN DRAINASI
1.
1 M' PEKERJAAN INSTALASI AIR BERSIH
11,975.72
ls
@
Rp.
292,331.26 Total
. = Rp. . = Rp.
146,165.63 1,234,284.12
Bahan : Pipa PVC 3/4"
0.2750
btg
@
Rp.
14,000.00
. = Rp.
3,850.00
Sock
0.2750
bh
@
Rp.
2,000.00
. = Rp.
550.00
Knee
0.1875
bh
@
Rp.
2,000.00
. = Rp.
375.00
Lem PC
0.2000
tube
@
Rp.
3,500.00
. = Rp. . = Rp.
700.00 5,475.00
Upah :
1.0000
m'
@
Rp.
3,322.46
. = Rp. . = Rp.
3,322.46 8,797.46
Total
2.
1 M' PEKERJAAN INSTALASI AIR KOTOR Bahan : Pipa PVC 3"
0.2750
btg
@
Rp.
85,000.00
. = Rp.
23,375.00
Sock
0.2750
bh
@
Rp.
5,000.00
. = Rp.
1,375.00
Knee
0.1875
bh
@
Rp.
7,800.00
. = Rp.
1,462.50
Lem PC
0.2000
tube
@
Rp.
3,500.00
. = Rp. . = Rp.
700.00 26,912.50
Upah :
1.0000
m'
@
Rp.
6,644.91
. = Rp. . = Rp.
6,644.91 33,557.41
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
Total
3.
1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan : Closet Duduk
1.0000
set
@
Rp.
1,000,000.00
Upah :
1.0000
unit
@
Rp.
96,484.10 Total
4.
. = Rp. . = Rp.
96,484.10 1,096,484.10
1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan : Closet Jongkok
1.0000
bh
@
Rp.
74,500.00
. = Rp.
74,500.00
Dudukan closet
1.0000
ls
@
Rp.
25,000.00
. = Rp. . = Rp.
25,000.00 99,500.00
Upah :
1.0000
unit
@
Rp.
48,242.05
. = Rp. . = Rp.
48,242.05 147,742.05
Total 5.
1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan : Washtafel
1.0000
set
@
Rp.
200,000.00
. = Rp. . = Rp.
200,000.00 200,000.00
Upah :
1.0000
unit
@
Rp.
96,484.10
. = Rp. . = Rp.
96,484.10 296,484.10
Total
6.
1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan : Wallshower
1.0000
set
@
Rp.
50,000.00
. = Rp. . = Rp.
50,000.00 50,000.00
Upah :
1.0000
unit
@
Rp.
21,125.00
. = Rp. . = Rp.
21,125.00 71,125.00
Total 7.
1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan :
8.
Floordrain
1.0000
bh
@
Rp. 10,000.00
. = Rp. . = Rp.
10,000.00 10,000.00
Upah :
1.0000
unit
@
Rp. 11,960.84 Total
. = Rp. . = Rp.
11,960.84 21,960.84
1 BH PEKERJAAN PASANG AVOR (KURASAN
BAK) Bahan :
9.
Avor
1.0000
bh
@
Rp. 5,000.00
. = Rp. . = Rp.
5,000.00 5,000.00
Upah :
1.0000
unit
@
Rp. 11,960.84 Total
. = Rp. . = Rp.
11,960.84 16,960.84
Keran Air (rata-rata)
1.0000
bh
@
Rp. 15,000.00
. = Rp.
15,000.00
Knee
1.0000
bh
@
Rp. 2,500.00
. = Rp.
2,500.00
Isolasi
1.0000
bh
@
Rp. 1,000.00
. = Rp. . = Rp.
1,000.00 18,500.00
Upah :
1.0000
m'
@
Rp. 4,784.34 Total
. = Rp. . = Rp.
4,784.34 23,284.34
1 BH PEKERJAAN KERAN AIR Bahan :
1 BH PEKERJAAN KERAN AIR UNTUK 10. DAPUR Bahan : Keran Air (rata-rata)
1.0000
bh
@
Rp. 25,000.00
. = Rp.
25,000.00
Knee
1.0000
bh
@
Rp. 2,500.00
. = Rp.
2,500.00
Isolasi
1.0000
bh
@
Rp. 1,000.00
. = Rp. . = Rp.
1,000.00 28,500.00
Upah :
1.0000
m'
@
Rp. 4,784.34 Total
. = Rp. . = Rp.
4,784.34 33,284.34
@
Rp. 25,000.00
. = Rp. . = Rp.
25,000.00 25,000.00
1 BH PEKERJAAN PASANG SOAP HOLDER 11. TANAM Bahan : Soap Holder
1.0000
bh
Upah :
1.0000
bh
@
Rp. 20,100.85 Total
. = Rp. . = Rp.
20,100.85 45,100.85
1 UNIT PEKERJAAN PASANG BATH 12. UP Bahan : Bath Up
1.0000
set
@
Rp. 1,250,000.00
. = Rp. . = Rp.
1,250,000.00 1,250,000.00
Upah :
1.0000
unit
@
Rp. 124,592.07 Total
. = Rp. . = Rp.
124,592.07 1,374,592.07
Bak Kontrol
1.0000
unit
@
Rp. 200,000.00
. = Rp. . = Rp.
200,000.00 200,000.00
Upah :
1.0000
ls
@
Rp. 73,125.00 Total
. = Rp. . = Rp.
73,125.00 273,125.00
1 UNIT PEKERJAAN BIKIN BAK 13. KONTROL Bahan :
14.
1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON Bahan :
15.
Sumur Resapan
1.0000
unit
@
Rp. 750,000.00
. = Rp. . = Rp.
750,000.00 750,000.00
Upah :
1.0000
ls
@
Rp. 132,898.21 Total
. = Rp. . = Rp.
132,898.21 882,898.21
Septic tank
1.0000
unit
@
Rp. 1,500,000.00
. = Rp. . = Rp.
1,500,000.00 1,500,000.00
Upah :
1.0000
ls
@
Rp. 465,143.74 Total
. = Rp. . = Rp.
465,143.74 1,965,143.74
1 UNIT PEKERJAAN SEPTIC TANK Bahan :
16.
1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMPA Bahan + Upah Instalasi sumur air bersih + pompa
1.0000
unit
@
Rp. 1,000,000.00 Total
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
unit
@
Rp. 1,000,000.00 Total
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
1 UNIT PEKERJAAN INSTALASI WATER 17. TORN Bahan + Upah Instalasi water torn
1.0000
M
PEKERJAAN PERKERASAN JALAN
1.
1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BLOCK (Dengan 2 lapis pondasi) Bahan : Paving Blok
1.1000 m2 @
Rp.
14,000.00
. = Rp.
15,400.00
Pasir Beton
0.1200 m3 @
Rp.
50,000.00
. = Rp.
6,000.00
Sirtu
0.1200 m3 @
Rp.
30,000.00
. = Rp.
3,600.00
Pasir urug
0.1350 m3 @
Rp.
27,000.00
. = Rp.
3,645.00
Batu Belah
0.3000 m3 @
Rp.
35,000.00
. = Rp.
10,500.00
. = Rp.
39,145.00
. = Rp.
14,253.33
. = Rp.
53,398.33
Upah :
1.0000 m2 @
Rp.
14,253.33 Total
2.
1M' PEKERJAAN KANSTEN (25x25x40) CM Bahan : @
Rp.
27,400.00
. = Rp.
30,140.00
Pasir Beton
0.0300 m3 @
Rp.
50,000.00
. = Rp.
1,500.00
Sirtu
0.0300 m3 @
Rp.
30,000.00
. = Rp.
900.00
Kansten
1.1000
m'
Pasir urug
0.0297 m3 @
Rp.
27,000.00
. = Rp.
801.90
Batu Belah
0.0660 m3 @
Rp.
35,000.00
. = Rp.
2,310.00
. = Rp.
35,651.90
. = Rp.
4,560.07
. = Rp.
40,211.97
. = Rp.
200,000.00
Upah :
1.0000 m2 @
Rp.
4,560.07 Total
O
PEKERJAAN PEMBERSIHAN AKHIR PROYEK
1.
1 LS PEMBERSIHAN AKHIR PROYEK
Upah :
1.00
ls. @
Rp.
200,000.00
Analisa Harga satuan pekerjaan menggunakan metode Modern Yang Dikembangkan oleh Pelatihan Jasa Konstruksi Sensa Yogyakarta (metode modern merupakan standar yang berlaku untuk seluruh dunia)
RENCANA ANGGARAN BIAYA (RAB) - TANPA OVER HEAD PROYEK : sample LOKASI : sample
URAIAN PEKERJAAN
No.
Harga Satuan Pekerjaan
SAT.
PEKJ.
VOLUME
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
A
Pekerjaan Persiapan
1
Mobilisasi
ls.
1.0000
2
Direksikit (2,5x2,5) m
m2
6.2500
100,000.00
625,000.00
3
Gudang (4x3) m
m2
12.0000
100,000.00
1,200,000.00
4
Pemagaran Proyek
m'
26.0000
48,015.00
5,000.00
1,248,390.00
5
Unizet & Bouwplank
m'
40.8000
8,990.00
3,000.00
366,792.00
6
Dokumentasi
ls.
1.0000
150,000.00
B
Pekerjaan Tanah dan Pasir
1
Galian Tanah u/ Pondasi
m3
52.4711
8,500.00
-
2
Urugan Tanah Kembali
m3
27.5767
4,500.00
-
3
Urugan Tanah untuk Leveling Lantai
m3
1.9256
27,000.00
6,500.00
4
Urugan Pasir Bawah Pondasi dan Lantai
m3
2.3490
32,400.00
4,950.00
-
TOTAL
BOBOT
( Rp)
(%)
200,000.00
0.1904
-
625,000.00
0.5951
-
1,200,000.00
1.1426
130,000.00
1,378,390.00
1.3125
122,400.00
489,192.00
0.4658
150,000.00
0.1428
4,042,582.00
3.8493
446,004.35
446,004.35
0.4247
124,095.15
124,095.15
0.1182
51,991.20
12,516.40
64,507.60
0.0614
76,107.60
11,627.55
87,735.15
0.0835
722,342.25
0.6878
200,000.00
200,000.00
150,000.00
-
C
Pekerjaan Pasangan & Plesteran
1
Pasangan Batu Kali Pecah (1 pc. : 6 ps.)
m3
22.1193
140,408.26
37,625.00
3,105,732.51
832,238.66
3,937,971.18
3.7496
2
Pasangan Batu Kali kosong
m3
10.4090
54,150.00
24,000.00
563,647.35
249,816.00
813,463.35
0.7746
3
Pasangan Bata 1/2 Batu Tasram (1 pc. : 3 ps.)
m2
40.4513
30,285.16
8,100.00
1,225,074.21
327,655.53
1,552,729.74
1.4785
4
Pasangan Bata 1/2 Batu (1 pc. : 5 ps.)
m2
196.3907
25,034.77
7,312.50
4,916,595.49
1,436,106.99
6,352,702.49
6.0489
5
Rolaag Bata (1 pc. : 3 ps.)
m'
10.0000
8,110.51
3,937.50
81,105.07
39,375.00
120,480.07
0.1147
6
Plesteran Dinding (1pc : 5ps) t = 20 mm
m2
404.0258
4,339.48
9,130.00
1,753,261.90
3,688,755.55
5,442,017.45
5.1818
7
Plesteran Trasram (1pc : 3ps) t = 20 mm
m2
73.3026
5,732.05
9,130.00
420,173.92
669,252.74
1,089,426.66
1.0373
8
Plesteran Trasram (1pc : 3ps) t = 6 mm
m2
47.6000
2,547.58
9,130.00
121,264.63
434,588.00
555,852.63
0.5293
9
Sponengan sudut ( 1pc. : 2 ps.)
m'
433.2800
630.81
2,750.00
273,315.49
1,191,520.00
1,464,835.49
1.3948
10
Penebalan Plesteran type A
m'
31.5000
216.97
8,250.00
6,834.68
259,875.00
266,709.68
0.2540
11
Penebalan Plesteran type B
m'
10.6000
347.16
8,250.00
3,679.88
87,450.00
91,129.88
0.0868
12
Lantai Kerja untuk Lantai
m2
74.5000
9,492.80
5,720.00
707,213.90
426,140.00
1,133,353.90
1.0792
22,820,672.53
21.7293
No.
URAIAN PEKERJAAN
Harga Satuan Pekerjaan
SAT.
PEKJ.
VOLUME
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
D
Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.)
1
Beton Bertulang untuk Sloof
m3
2.2830
814,699.59
98,887.50
1,859,959.17
225,760.16
2,085,719.33
1.9860
1
Beton Bertulang untuk Kolom Praktis (Skelet)
m3
1.9125
916,899.59
107,465.00
1,753,570.47
205,526.81
1,959,097.28
1.8654
2
Beton Bertulang untuk Ring Balok
m3
1.4940
916,899.59
107,465.00
1,369,847.99
160,552.71
1,530,400.70
1.4572
3
Beton Bertulang untuk Ring Balok Gunung-gunung
m3
1.7387
916,899.59
107,465.00
1,594,213.32
186,849.40
1,781,062.71
1.6959
4
Beton Bertulang untuk Luifel/ Canopy
m3
0.4992
1,072,009.59
122,104.38
535,147.19
60,954.50
596,101.69
0.5676
7,952,381.72
7.5721
E
Pekerjaan Penutup Lantai dan Dinding
1
Keramik Lantai 30/ 30 Eks IKAD
m2
68.5000
39,210.55
9,250.00
2,685,922.62
633,625.00
3,319,547.62
3.1608
2
Keramik Lantai Km/Wc Eks Asia
m2
6.0000
44,710.55
9,250.00
268,263.29
55,500.00
323,763.29
0.3083
3
Keramik Dinding Dapur dan Km/Wc Eks Asia
m2
31.8080
41,301.66
30,000.00
1,313,723.26
954,240.00
2,267,963.26
2.1595
3
Keramik Plint t = 12 cm
m'
39.7000
5,601.20
6,800.00
222,367.62
269,960.00
492,327.62
0.4688
4
Batu Belah Susun Sirih untuk pilar teras
m2
16.0000
141,126.66
30,000.00
2,258,026.59
480,000.00
2,738,026.59
2.6071
5
Batu Alam penutup dinding
m2
12.5565
76,426.66
45,000.00
959,651.38
565,042.50
1,524,693.88
1.4518
6
Keramik Assesoris Km/Wc
pcs.
56.0000
4,480.03
1,000.00
250,881.49
56,000.00
306,881.49
0.2922
10,973,203.75
10.4484
F
Pekerjaan Kusen & Daun Pintu Jendela
1
Pekj. Kusen Pintu & Jendela kayu Jati
m3
0.7013
6,635,000.00
1,730,000.00
4,653,125.50
1,213,249.00
5,866,374.50
5.5858
2
Pekj. Krepyak untuk Jendela kayu Jati
m3
0.0498
8,835,000.00
1,620,000.00
439,983.00
80,676.00
520,659.00
0.4958
3
Daun Pintu Type P1 (3x61x200) cm
bh.
2.0000
323,600.00
175,620.00
647,200.00
351,240.00
998,440.00
0.9507
4
Daun Pintu Type P2 (3,5x82x200)cm
bh.
5.0000
506,000.00
184,740.00
2,530,000.00
923,700.00
3,453,700.00
3.2885
5
Daun Pintu Type P3 (KM/WC) (3x74x200)cm
bh.
2.0000
391,600.00
179,020.00
783,200.00
358,040.00
1,141,240.00
1.0867
6 7
Daun Jendela J1 (52x150) cm Daun Jendela J2 (62x116) cm
bh. bh.
2.0000
153,150.00
70,000.00
306,300.00
140,000.00
446,300.00
0.4250
-
8
No.
bh.
Daun Jendela PJ2 (62x166) cm
URAIAN PEKERJAAN
7.0000
136,600.00
70,000.00
956,200.00
490,000.00
1,446,200.00
1.3770
2.0000
181,300.00
70,000.00
362,600.00
140,000.00
502,600.00
0.4786
14,375,513.50
13.6880
Harga Satuan Pekerjaan
SAT.
PEKJ.
VOLUME
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
G
Pekerjaan Kayu, Rangka Atap & Rangka Plafon
1
Nog, Gording, Murplate dengan kayu Bangkirai.
m3
1.0952
3,155,125.00
430,000.00
3,455,492.90
470,936.00
3,926,428.90
3.7387
2
Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing
m2
137.0915
35,460.71
4,000.00
4,861,362.51
548,366.00
5,409,728.51
5.1510
3
Pekj. Lisjplank Kayu Bangkirai 2/25
m'
34.6035
16,640.00
7,250.00
575,802.24
250,875.38
826,677.62
0.7871
4
Pekj. Ruiter dengan Kayu Bangkirai 2/20
m'
28.3299
13,340.00
1,500.00
377,920.87
42,494.85
420,415.72
0.4003
5
Pekj. Papan Wenvir 2/12
m'
12.3035
12,580.00
5,000.00
154,778.03
61,517.50
216,295.53
0.2060
6
Pekj. Plafon (60 x 60) Cm dgn Kayu 4/6 & 5/7 Ky Meranti
m2
68.5000
39,480.06
13,000.00
2,704,383.81
890,500.00
3,594,883.81
3.4230
7
Pekj. Plafon (100 x 100) Cm dgn Kayu 4/6 & 5/7 Ky Meranti
m2
37.9052
29,650.33
7,200.00
1,123,901.82
272,917.44
1,396,819.26
1.3300
8
Pekerjaan Talang
m'
22.5165
53,940.00
7,750.00
1,214,540.01
174,502.88
1,389,042.89
1.3226
17,180,292.22
16.3587
*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap
-
H
Pekerjaan Penutup Atap & Lis Plafond
1
Pekj. Atap Genteng Sokka Morando SE Glazur
m2
137.0915
20,790.00
7,050.00
2,850,132.29
966,495.08
3,816,627.36
3.6341
2
Kerpus Genteng Sokka Morando SE Glazur
m'
28.3299
20,753.76
17,037.50
587,951.87
482,670.67
1,070,622.54
1.0194
5
Lis sudut - Gypsum
m'
72.0000
8,000.00
576,000.00
0.5485
5,463,249.90
5.2020
63,960.00
0.0609
63,960.00
0.0609
-
576,000.00
-
I
Pekerjaan Kaca & Rilling Kayu
1
Kaca Es untuk Boven tebal 5 mm.
J
Pekerjaan Cat & Melamin
1
Cat Tembok untuk Dinding Merk Catylac
m2
503.1195
2,409.30
4,846.88
1,212,165.81
2,438,557.33
3,650,723.14
3.4761
2
Cat Tembok untuk Plafond Merk Catylac
m2
106.4052
2,409.30
4,846.88
256,362.05
515,732.70
772,094.75
0.7352
2
Cat Kayu untuk lisjplank Standart EMCO
m2
8.6509
14,933.75
16,150.00
129,190.38
139,712.04
268,902.41
0.2560
3
Politur untuk Kusen Pintu Jendela & BV
m2
27.7159
6,416.80
18,562.50
177,847.39
514,476.39
692,323.78
0.6592
4
Politur untuk Daun Pintu dan Jendela
m2
m
2
0.7800
82,000.00
63,960.00
-
37.4094
6,416.80
18,562.50
240,048.64
694,411.99
934,460.63
0.8898
6,318,504.71
6.0163
K
Pekerjaan Instalasi Listrik
1
Stop kontak
titik
5.0000
75,000.00
375,000.00
-
375,000.00
0.3571
2
Piting Lampu & Sakelar
titik
16.0000
75,000.00
1,200,000.00
-
1,200,000.00
1.1426
3
Penangkal Petir (1speed 2 Arde)
unit.
1.0000
125,000.00
125,000.00
-
125,000.00
0.1190
1,700,000.00
1.6187
URAIAN PEKERJAAN
No.
Harga Satuan Pekerjaan
SAT.
PEKJ.
VOLUME
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
L
Pekerjaan Penggantung & Pengunci
1
Slot & Handel Pintu ex. SES
bh.
6.0000
125,000.00
750,000.00
-
750,000.00
0.7141
2
Slot Pintu Kupu Tarung ex. SES
bh.
1.0000
90,000.00
90,000.00
-
90,000.00
0.0857
3
Slot Pintu Km/Wc
bh.
2.0000
20,000.00
40,000.00
-
40,000.00
0.0381
4
Handle Pintu Kupu Tarung
ps.
2.0000
50,000.00
100,000.00
-
100,000.00
0.0952
5
Engsel Pintu
ps.
9.0000
16,900.00
152,100.00
-
152,100.00
0.1448
6
Engsel Jendela
ps.
11.0000
5,000.00
55,000.00
-
55,000.00
0.0524
7
Grendel Jalu untuk Jendela
bh.
22.0000
3,000.00
66,000.00
-
66,000.00
0.0628
8
Grendel Pintu
bh.
16.0000
3,200.00
51,200.00
-
51,200.00
0.0488
9
Hag Angin ( Win Hag )
bh.
22.0000
10,900.00
239,800.00
-
239,800.00
0.2283
1,544,100.00
1.4703
M
Pekerjaan Drainasi & Sanitasi
1
Closet Duduk 'Monoblok' ex. Toto
unit
1.0000
1,000,000.00
72,600.00
1,000,000.00
72,600.00
1,072,600.00
1.0213
2
Closest Jongkok
bh.
1.0000
99,500.00
36,300.00
99,500.00
36,300.00
135,800.00
0.1293
3
Wall Shower
unit
1.0000
50,000.00
15,125.00
50,000.00
15,125.00
65,125.00
0.0620
4
Wastafel ( Komplit ) ex. INA
unit
1.0000
200,000.00
72,600.00
200,000.00
72,600.00
272,600.00
0.2596
5
Floor Drain
bh.
2.0000
10,000.00
9,000.00
20,000.00
18,000.00
38,000.00
0.0362
6
Avor (Kurasan Bak)
bh.
1.0000
5,000.00
9,000.00
5,000.00
9,000.00
14,000.00
0.0133
7
Kran Air
bh.
5.0000
18,500.00
3,600.00
92,500.00
18,000.00
110,500.00
0.1052
8
Kran Air untuk Dapur
bh.
1.0000
28,500.00
3,600.00
28,500.00
3,600.00
32,100.00
0.0306
9
Soap Holder Tanam
bh.
2.0000
25,000.00
15,125.00
50,000.00
30,250.00
80,250.00
0.0764
10
Bath Up (Komplit) ex INA
bh.
1.0000
1,250,000.00
93,750.00
1,250,000.00
93,750.00
1,343,750.00
1.2795
11
Instalasi Sumur Air Bersih + Pompa
bh.
1.0000
1,000,000.00
1,000,000.00
-
1,000,000.00
0.9522
12
Instalasi & Water Torn Stainleesteel
bh.
1.0000
1,000,000.00
1,000,000.00
-
1,000,000.00
0.9522
13
Pemipaan Air bersih
m'
18.2000
5,218.75
2,500.00
94,981.25
45,500.00
140,481.25
0.1338
14
Pemipaan Air kotor
m'
20.2000
26,912.50
5,000.00
543,632.50
101,000.00
644,632.50
0.6138
15
Pemipaan Air bekas
m'
14.7000
26,912.50
5,000.00
395,613.75
73,500.00
469,113.75
0.4467
16
Bak Kontrol
unit
1.0000
200,000.00
52,000.00
200,000.00
52,000.00
252,000.00
0.2399
17
Bak Lemak
unit
1.0000
200,000.00
52,000.00
200,000.00
52,000.00
252,000.00
0.2399
18
Sumur Resapan
unit
2.0000
750,000.00
100,000.00
1,500,000.00
200,000.00
1,700,000.00
1.6187
19
Septictank
unit
1.0000
1,500,000.00
350,000.00
1,500,000.00
350,000.00
1,850,000.00
1.7615
10,472,952.50
9.9721
No.
Harga Satuan Pekerjaan
SAT.
URAIAN PEKERJAAN
PEKJ.
VOLUME
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
N
Pekerjaan Perkerasan Jalan
1
Perkerasan Jalan dengan Conblock
m2
20.0000
39,145.00
10,725.00
782,900.00
214,500.00
997,400.00
0.9497
2
Pekj. Kansten 25x25x40
m'
5.0000
35,651.90
3,431.25
178,259.50
17,156.25
195,415.75
0.1861
1,192,815.75
1.1358
O
Pekerjaan Pembersihan Lokasi
1
Pembersihan Lokasi Akhir Proyek
200,000.00
0.1904
200,000.00
0.1904
ls
TOTAL
1.0000
200,000.00
-
76,643,190.32
200,000.00
28,379,380.50
105,022,570.81
100.00
REKAPITULASI RENCANA ANGGARAN BIAYA (SEMENTARA) PROYEK : sample LOKASI : sample NO
MACAM PEKERJAAN
A
Pekerjaan Persiapan
B
Pekerjaan Tanah dan Pasir
C
Pekerjaan Pasangan & Plesteran
D
Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.)
E
Pekerjaan Penutup Lantai dan Dinding
F
Pekerjaan Kusen & Daun Pintu Jendela
G
Pekerjaan Kayu, Rangka Atap & Rangka Plafon
H
Pekerjaan Penutup Atap & Lis Plafond
I
Pekerjaan Kaca & Rilling Kayu
J
Pekerjaan Cat & Melamin
K
Pekerjaan Instalasi Listrik
L
Pekerjaan Penggantung & Pengunci
M
Pekerjaan Drainasi & Sanitasi
N
Pekerjaan Perkerasan Jalan
O
Pekerjaan Pembersihan Lokasi
BOBOT
JUMLAH
(%)
(Rp)
3.8493
4,042,582.00
0.6878
722,342.25
21.7293
22,820,672.53
7.5721
7,952,381.72
10.4484
10,973,203.75
13.6880
14,375,513.50
16.3587
17,180,292.22
5.2020
5,463,249.90
0.0609
63,960.00
6.0163
6,318,504.71
1.6187
1,700,000.00
1.4703
1,544,100.00
9.9721
10,472,952.50
1.1358
1,192,815.75
0.1904
200,000.00
TOTAL
100.0000
105,022,570.81 Jumlah Nominal
Rp
105,022,570.81
10%
Rp
10,502,257.08
Rp
115,524,827.90
10%
Rp
11,552,482.79
Jumlah
Rp
127,077,310.68
Dibulatkan
Rp
-
Jasa Konstruksi
Jumlah PPN
RENCANA ANGGARAN BIAYA (RAB) - DENGAN OVER HEAD PROYEK : sample LOKASI : sample
URAIAN PEKERJAAN
No.
SAT .
PEK J.
Harga Satuan Pekerjaan VOLUM E
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp.)
(Rp.
(Rp.)
(Rp.)
A
Pekerjaan Persiapan
1
Mobilisasi
ls.
1.0000
2
Direksikit (2,5 x 2,5) m
m2
6.2500
100,000.00
625,000.00
3
Gudang (4 x 3) m
m2
12.0000
100,000.00
1,200,000.00
4
Pemagaran Proyek
m'
26.0000
48,015.00
6,644.91
1,248,390.00
5
Unizet & Bouwplank
m'
40.8000
8,990.00
3,986.95
366,792.00
6
Dokumentasi
ls.
1.0000
150,000.00
B
Pekerjaan Tanah dan Pasir
1
Galian Tanah u/ Pondasi
m3
52.4711
11,296.35
-
2
Urugan Tanah Kembali
m3
27.5767
5,980.42
-
3
Urugan Tanah untuk Leveling Lantai
m3
1.9256
27,000.00
8,638.38
4
Urugan Pasir Bawah Pondasi dan Lantai
m3
2.3490
32,400.00
6,578.46
C
Pekerjaan Pasangan & Plesteran
1
Pasangan Batu Kali Pecah (1 pc : 6 ps)
m3
22.1193
140,408.26
50,002.95
3,105,732.51
2
Pasangan Batu Kali kosong
m3
10.4090
54,150.00
31,895.57
3
Pasangan Bata 1/2 Batu Tasram (1 pc : 3 ps)
m2
40.4513
30,285.16
4
Pasangan Bata 1/2 Batu (1 pc : 5 ps)
m2
196.3907
5
Rolaag Bata (1 pc : 3 ps)
m'
6
Plesteran Dinding (1pc : 5ps) t = 20 mm
7 8
TOTAL
BOBOT
(Rp.)
(%)
200,000.00
0.1751
-
625,000.00
0.5472
-
1,200,000.00
1.0507
172,767.67
1,421,157.67
1.2443
162,667.41
529,459.41
0.4636
150,000.00
0.1313
4,125,617.08
3.6122
592,731.80
592,731.80
0.5190
164,920.23
164,920.23
0.1444
51,991.20
16,634.07
68,625.27
0.0601
76,107.60
15,452.81
91,560.41
0.0802
917,837.71
0.8036
1,106,030.29
4,211,762.81
3.6877
563,647.35
332,000.99
895,648.34
0.7842
10,764.76
1,225,074.21
435,448.34
1,660,522.55
1.4539
25,034.77
9,718.18
4,916,595.49
1,908,560.50
6,825,155.99
5.9758
10.0000
8,110.51
5,232.87
81,105.07
52,328.67
133,433.74
0.1168
m2
404.0258
4,339.48
12,133.61
1,753,261.90
4,902,290.13
6,655,552.03
5.8273
Plesteran Trasram (1pc : 3ps) t = 20 mm
m2
73.3026
5,732.05
12,133.61
420,173.92
889,424.91
1,309,598.84
1.1466
Plesteran Trasram (1pc : 3ps) t = 6 mm
m2
47.6000
2,547.58
12,133.61
121,264.63
577,559.68
698,824.31
0.6119
200,000.00
-
200,000.00
150,000.00
-
9
Sponengan sudut ( 1pc : 2 ps)
m'
433.2800
630.81
3,654.70
273,315.49
1,583,508.76
1,856,824.25
1.6258
10
Penebalan Plesteran type A
m'
31.5000
216.97
10,964.10
6,834.68
345,369.23
352,203.91
0.3084
11
Penebalan Plesteran type B
m'
10.6000
347.16
10,964.10
3,679.88
116,219.49
119,899.36
0.1050
12
Lantai Kerja Rabat Beton untuk Lantai Keramik
m2
74.5000
9,492.80
7,601.78
707,213.90
566,332.44
1,273,546.34
1.1151
25,992,972.47
No.
URAIAN PEKERJAAN
SAT .
PEK J.
Harga Satuan Pekerjaan VOLUM E
22.7584
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
D
Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)
1
Beton Bertulang untuk Sloof
m3
2.2830
814,699.59
131,419.72
1,859,959.17
300,031.22
2,159,990.38
1.8912
1
Beton Bertulang untuk Kolom Praktis (Skelet)
m3
1.9125
916,899.59
142,819.06
1,753,570.47
273,141.46
2,026,711.92
1.7745
2
Beton Bertulang untuk Ring Balok
m3
1.4940
916,899.59
142,819.06
1,369,847.99
213,371.68
1,583,219.67
1.3862
3
Beton Bertulang untuk Ring Balok Gunung-gunung
m3
1.7387
916,899.59
142,819.06
1,594,213.32
248,319.50
1,842,532.82
1.6132
4
Beton Bertulang untuk Luifel/Canopy
m3
0.4992
1,072,009.59
162,274.53
535,147.19
81,007.45
616,154.63
0.5395
8,228,609.43
7.2046
E
Pekerjaan Penutup Lantai dan Dinding
1
Keramik Lantai 30/ 30 Eks IKAD
m2
68.5000
39,210.55
12,293.08
2,685,922.62
842,076.29
3,527,998.90
3.0890
2
Keramik Lantai Km/Wc Eks Asia
m2
6.0000
44,710.55
12,293.08
268,263.29
73,758.51
342,021.80
0.2995
3
Keramik Dinding Dapur dan Km/Wc Eks Asia
m2
31.8080
41,301.66
39,869.46
1,313,723.26
1,268,167.89
2,581,891.15
2.2606
3
Keramik Plint t = 12 cm
m'
39.7000
5,601.20
9,037.08
222,367.62
358,772.01
581,139.63
0.5088
4
Batu Belah Susun Sirih untuk pilar teras
m2
16.0000
141,126.66
39,869.46
2,258,026.59
637,911.41
2,895,938.00
2.5356
5
Batu Alam penutup dinding
m2
12.5565
76,426.66
59,804.19
959,651.38
750,931.37
1,710,582.75
1.4977
6
Keramik Assesoris Km/Wc
pcs.
56.0000
4,480.03
1,328.98
250,881.49
74,423.00
325,304.49
0.2848
F
Pekerjaan Kusen & Daun Pintu Jendela
1
Pekj. Kusen Pintu & Jendela kayu Jati
m3
0.7013
6,635,000.00
2,299,139.05
4,653,125.50
1,612,386.21
6,265,511.71
5.4858
2
Pekj. Krepyak Jendela kayu Jati
m3
0.0498
8,835,000.00
2,152,951.02
439,983.00
107,216.96
547,199.96
0.4791
3
Daun Pintu Type P1 (3x61x200) cm
bh.
2.0000
323,600.00
233,395.84
647,200.00
466,791.68
1,113,991.68
0.9754
4
Daun Pintu Type P2 (3,5x82x200)cm
bh.
5.0000
506,000.00
245,516.15
2,530,000.00
1,227,580.77
3,757,580.77
3.2900
5
Daun Pintu Type P3 (KM/WC) (3x74x200)cm
bh.
2.0000
391,600.00
237,914.38
783,200.00
475,828.75
1,259,028.75
1.1024
11,964,876.72
10.4760 -
6
Daun Jendela J1 (52x150) cm
bh.
2.0000
153,150.00
93,028.75
306,300.00
186,057.50
492,357.50
0.4311
7
Daun Jendela J2 (62x116) cm
bh.
7.0000
136,600.00
93,028.75
956,200.00
651,201.23
1,607,401.23
1.4074
8
Daun Jendela PJ2 (62x166) cm
bh.
2.0000
181,300.00
93,028.75
362,600.00
186,057.50
548,657.50
0.4804
15,591,729.10
13.6515
No.
URAIAN PEKERJAAN
SAT .
PEK J.
Harga Satuan Pekerjaan VOLUM E
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
G
Pekerjaan Kayu, Rangka Atap & Rangka Plafon
1
Nog, Gording, Murplate dengan kayu Bangkirai.
m3
1.0952
3,155,125.00
571,462.31
3,455,492.90
625,865.52
4,081,358.42
3.5735
2
Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing
m2
137.0915
35,460.71
5,315.93
4,861,362.51
728,768.60
5,590,131.12
4.8945
3
Pekj. Lisjplank Kayu Bangkirai 2/25
m'
34.6035
16,640.00
9,635.12
575,802.24
333,408.88
909,211.12
0.7961
4
Pekj. Ruiter dengan Kayu Bangkirai 2/20
m'
28.3299
13,340.00
1,993.47
377,920.87
56,474.90
434,395.76
0.3803
5
Pekj. Papan Wenvir 2/12
m'
12.3035
12,580.00
6,644.91
154,778.03
81,755.66
236,533.69
0.2071
6
Pekj. Plafon Gypsium Rangka (60x60) Cm Ky Meranti
m2
68.5000
39,480.06
17,276.77
2,704,383.81
1,183,458.57
3,887,842.37
3.4040
7
Pekj. Plafon Calsiboard Rangka (100x100) Cm Ky Meranti
m2
37.9052
29,650.33
9,568.67
1,123,901.82
362,702.39
1,486,604.21
1.3016
8
Pekerjaan Talang
m'
22.5165
52,680.00
10,299.61
1,186,169.22
231,911.20
1,418,080.42
1.2416
*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap
18,044,157.11
15.7987
H
Pekerjaan Penutup Atap & Lis Plafond
1
Pekj. Atap Genteng Sokka Morando SE Glazur
m2
137.0915
20,790.00
9,369.32
2,850,132.29
1,284,454.66
4,134,586.95
3.6201
2
Kerpus Genteng Sokka Morando SE Glazur
m'
28.3299
20,753.76
22,642.53
587,951.87
641,460.69
1,229,412.55
1.0764
3
Lis sudut - Gypsum
m'
72.0000
8,000.00
576,000.00
0.5043
5,939,999.50
5.2008
63,960.00
0.0560
63,960.00
0.0560
I
Pekerjaan Kaca & Rilling Kayu
1
Kaca Es untuk Boven tebal 5 mm.
m2
0.7800
576,000.00
82,000.00
-
63,960.00
-
J
Pekerjaan Cat & Melamin
1
Cat Tembok untuk Dinding Merk Catylac
m2
503.1195
2,409.30
6,441.41
1,212,165.81
3,240,799.06
4,452,964.87
3.8988
2
Cat Tembok untuk Plafond Merk Catylac
m2
106.4052
2,409.30
6,441.41
256,362.05
685,399.54
941,761.58
0.8246
3
Cat Kayu untuk lisjplank Standart EMCO
m2
8.6509
14,933.75
21,463.06
129,190.38
185,674.79
314,865.17
0.2757
4
Politur untuk Kusen Pintu Jendela & BV
m2
27.7159
6,416.80
24,669.23
177,847.39
683,729.92
861,577.31
0.7544
5
Politur untuk Daun Pintu dan Jendela
m2
37.4094
6,416.80
24,669.23
240,048.64
922,861.11
1,162,909.75
1.0182
7,734,078.68
6.7716
K
Pekerjaan Instalasi Listrik
1
Stop kontak
titik
5.0000
75,000.00
375,000.00
-
375,000.00
0.3283
2
Piting Lampu & Sakelar
titik
16.0000
75,000.00
1,200,000.00
-
1,200,000.00
1.0507
3
Penangkal Petir (1speed 2 Arde)
unit.
1.0000
125,000.00
125,000.00
-
125,000.00
0.1094
1,700,000.00
1.4885
URAIAN PEKERJAAN
No.
SAT .
PEK J.
Harga Satuan Pekerjaan VOLUM E
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
L
Pekerjaan Penggantung & Pengunci
1
Slot & Handel Pintu ex. SES
bh.
6.0000
125,000.00
750,000.00
-
750,000.00
0.6567
2
Slot Pintu Kupu Tarung ex. SES
bh.
1.0000
90,000.00
90,000.00
-
90,000.00
0.0788
3
Slot Pintu Km/Wc
bh.
2.0000
20,000.00
40,000.00
-
40,000.00
0.0350
4
Handle Pintu Kupu Tarung
ps.
2.0000
50,000.00
100,000.00
-
100,000.00
0.0876
5
Engsel Pintu
ps.
9.0000
16,900.00
152,100.00
-
152,100.00
0.1332
6
Engsel Jendela
ps.
11.0000
5,000.00
55,000.00
-
55,000.00
0.0482
7
Grendel Jalu untuk Jendela
bh.
22.0000
3,000.00
66,000.00
-
66,000.00
0.0578
8
Grendel Pintu
bh.
16.0000
3,200.00
51,200.00
-
51,200.00
0.0448
9
Hag Angin ( Win Hag )
bh.
22.0000
10,900.00
239,800.00
-
239,800.00
0.2100
1,544,100.00
1.3520
M
Pekerjaan Drainasi & Sanitasi
1
Closet Duduk 'Monoblok' ex. Toto
unit
1.0000
1,000,000.00
96,484.10
1,000,000.00
96,484.10
1,096,484.10
0.9600
2
Closest Jongkok
bh.
1.0000
99,500.00
48,242.05
99,500.00
48,242.05
147,742.05
0.1294
3
Wall Shower
unit
1.0000
50,000.00
21,125.00
50,000.00
21,125.00
71,125.00
0.0623
4
Wastafel (komplit) ex. INA
unit
1.0000
200,000.00
96,484.10
200,000.00
96,484.10
296,484.10
0.2596
5
Floor Drain
bh.
2.0000
10,000.00
11,960.84
20,000.00
23,921.68
43,921.68
0.0385
6
Avor (kurasan bak)
bh.
1.0000
5,000.00
11,960.84
5,000.00
11,960.84
16,960.84
0.0149
7
Kran Air
bh.
5.0000
18,500.00
4,784.34
92,500.00
23,921.68
116,421.68
0.1019
8 9
Kran Air untuk Dapur Soap Holder Tanam
bh. bh.
1.0000
28,500.00
4,784.34
28,500.00
4,784.34
33,284.34
0.0291 0.0790
2.0000
25,000.00
20,100.85
50,000.00
40,201.71
90,201.71
124,592.07
1,250,000.00
124,592.07
1,374,592.07
1.2035
10
Bath Up (komplit) ex INA
bh.
1.0000
1,250,000.00
11
Instalasi Sumur Air Bersih
bh.
1.0000
1,000,000.00
1,000,000.00
-
1,000,000.00
0.8756
12
Instalasi & Water Torn Stainleesteel
bh.
1.0000
1,000,000.00
1,000,000.00
-
1,000,000.00
0.8756
13
Pemipaan Air bersih
m'
18.2000
5,475.00
3,322.46
99,645.00
60,468.69
160,113.69
0.1402
14
Pemipaan Air kotor
m'
20.2000
26,912.50
6,644.91
543,632.50
134,227.19
677,859.69
0.5935
15
Pemipaan Air bekas
m'
14.7000
26,912.50
6,644.91
395,613.75
97,680.18
493,293.93
0.4319
16
Bak Kontrol
unit
1.0000
200,000.00
73,125.00
200,000.00
73,125.00
273,125.00
0.2391
17
Bak Lemak
unit
1.0000
200,000.00
73,125.00
200,000.00
73,125.00
273,125.00
0.2391
18
Sumur Resapan
unit
2.0000
750,000.00
132,898.21
1,500,000.00
265,796.42
1,765,796.42
1.5461
19
Septictank
unit
1.0000
1,500,000.00
465,143.74
1,500,000.00
465,143.74
1,965,143.74
1.7206
10,895,675.04
9.5398
No.
URAIAN PEKERJAAN
SAT .
PEK J.
Harga Satuan Pekerjaan VOLUM E
JUMLAH
Bahan
Upah
Bahan
Upah
(Rp)
(Rp)
(Rp)
(Rp)
TOTAL
BOBOT
( Rp)
(%)
N
Pekerjaan Perkerasan Jalan
1
Perkerasan Jalan dengan Conblock
m2
20.0000
39,145.00
14,253.33
782,900.00
285,066.66
1,067,966.66
0.9351
2
Pekj. Kansten 25x25x40
m'
5.0000
35,651.90
4,560.07
178,259.50
22,800.35
201,059.85
0.1760
1,269,026.51
1.1111
200,000.00
0.1751
200,000.00
0.1751
O
Pekerjaan Pembersihan Lokasi
1
Pembersihan Lokasi Akhir Proyek
ls
TOTAL
1.0000
200,000.00
-
76,619,483.28
200,000.00
37,593,156.09
114,212,639.36
100.00
REKAPITULASI RENCANA ANGGARAN BIAYA (FINAL/REAL) PROYEK : sample LOKASI : sample
NO
MACAM PEKERJAAN
BOBOT
JUMLAH
(%)
(Rp)
TOTAL
A
Pekerjaan Persiapan
3.6122
4,125,617.08
B
Pekerjaan Tanah dan Pasir
0.8036
917,837.71
C
Pekerjaan Pasangan & Plesteran
22.7584
D
Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)
7.2046
E
Pekerjaan Penutup Lantai dan Dinding
10.4760
11,964,876.72
F
Pekerjaan Kusen & Daun Pintu Jendela
13.6515
15,591,729.10
G
Pekerjaan Kayu, Rangka Atap & Rangka Plafon
15.7987
18,044,157.11
H
Pekerjaan Penutup Atap & Lis Plafond
5.2008
5,939,999.50
I
Pekerjaan Kaca & Rilling Kayu
0.0560
63,960.00
J
Pekerjaan Cat & Melamin
6.7716
7,734,078.68
K
Pekerjaan Instalasi Listrik
1.4885
1,700,000.00
L
Pekerjaan Penggantung & Pengunci
1.3520
1,544,100.00
M
Pekerjaan Drainasi & Sanitasi
9.5398
N
Pekerjaan Perkerasan Jalan
1.1111
1,269,026.51
O
Pekerjaan Pembersihan Lokasi
0.1751
200,000.00
25,992,972.47 8,228,609.43
10,895,675.04
100.0000
114,212,639.36
Jumlah Nominal Jasa Konstruksi Jumlah PPN Jumlah Dibulatkan
10%
Rp Rp
114,212,639.36 11,421,263.94
10%
Rp Rp
125,633,903.30 12,563,390.33
Rp Rp
138,197,293.63 138,190,000.00
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