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DAFTAR HARGA SATUAN BAHAN BANGUNAN
SAMPLE
NO JENIS BAHAN BANGUNAN SATUAN HARGA (Rp.) KETERANGAN
1 2 3 4 5 1 Semen PPC (Gresik) /zak 22,000.00 1 zak = 40 Kg 2 Pasir pasang /m3 50,000.00 3 Pasir urug /m3 27,000.00 4 Tanah urug /m3 22,500.00 5 Kapur /zak 4,500.00 1 zak = 21,5 kg 6 Mill /zak 4,500.00 1 zak = 22 kg 7 Batu kali /m3 35,000.00 8 Batu bata /bh 180.00 9 Besi beton Polos U.24 (SNI) /kg 4,500.00
10 Besi beton Ulir U.39 (SNI) /kg 5,000.00 11 Batu split 2-3 cm (pecah manual) /m3 90,000.00 12 Batu split 3-4 cm (pecah manual) /m3 67,000.00 13 Koral 3-4 cm /m3 50,000.00 14 Bendrat /kg 8,000.00 15 Taek wood 3 mm (90 x 210) cm /lembar 45,000.00
16 Papan sengon (Bekesting) 2/20 x 200
cm /lembar 3,000.00 17 Bambu /batang 4,500.00 18 Dolken /batang 4,000.00 19 Minyak bekesting /liter 8,000.00 20 Paku (rata-rata) /kg 7,000.00 21 Paku Plepet /kg 8,000.00 22 Paku Zeng /bh 150.00 23 Lem Kayu /kg 13,000.00 24 Balok kayu Meranti /m3 1,200,000.00 25 Papan kayu Meranti /m3 1,400,000.00 26 Balok kayu Jati kelas Politur /m3 6,000,000.00 27 Papan kayu Jati kelas Politur /m3 8,000,000.00 28 Balok kayu Bengkirai /m3 2,800,000.00 29 Papan kayu Bengkirai /m3 3,000,000.00 30 Balok kayu Kamper /m3 3,200,000.00 31 Papan kayu Kamper /m3 3,450,000.00 32 Balok kayu Kruing /m3 1,800,000.00 33 Papan kayu Kruing /m3 2,000,000.00 34 Genteng Beton eks Mutiara /buah 2,100.00 35 Nok genteng Beton Eks Mutiara /buah 4,000.00 36 Zeng Datar 90 cm /m' 24,000.00 37 Kaca bening 5 mm (ASAHI MAS) /m2 60,000.00
38 Kaca Es untuk Boven t = 5 mm /m2 70,000.00
39 Kaca Rayband 50 %, t = 5 mm (ASAHI
MAS) /m2 85,000.00
No. JENIS BAHAN BANGUNAN SATUAN HARGA (Rp) KETERANGAN
40 Keramik Lantai setara Hercules 30x30 /m2 30,000.00 41 Keramik dinding Setara Asia 20x25 /m2 33,000.00
42 Keramik Serit (KM/WC) setara Asia
20x20 /m2 35,000.00 43 Keramik assesoris 10x20 /buah 4,000.00 44 Semen grouting /kg 7,500.00 45 Kanstin Abu-abu ukr. 25.25.40 /m' 27,400.00 46 Conblock kelas biasa /m2 14,000.00
47 Tripleks 3 mm (120x240) /lembar 45,000.00 48 Eternit Harflex 1x1 m, biasa (Kerang) /lembar 3,500.00
49 Eternit Harflex 1x1 m, biasa
(Djubesment) /lembar 6,000.00 50 Gypsium Board (120x240) cm /lembar 35,000.00 51 Calsiboard (120x240) cm /lembar 30,000.00 52 List Plafon Gypsium L = 10 Cm /m' 8,000.00
53 Cat kayu eks EMCO (bintang) /kg 33,000.00 54 Cat Catylac /5 Kg 50,000.00 55 Plamur tembok /kg 5,800.00 56 Plamur kayu /kg 9,700.00 57 Thiner /liter 4,500.00 58 Meni besi /liter 9,000.00 59 Meni kayu /liter 6,000.00 60 Amplas /lembar 1,250.00
61 Slot dan Handle Pintu (SES) /bh 125,000.00 62 Slot Pintu Kupu tarung (SES) /bh 90,000.00 63 Kunci KM/Wc ex. Alpha /bh 20,000.00 64 Engsel pintu kuningan ukr. 3"x4" (aiwa) /ps 16,900.00 65 Engsel H untuk Daun Jendela (Lokal) /ps 5,000.00 66 Grendel ukuran 8" (RRT) /bh 3,200.00 67 Grendel Jalu untuk Jendela /bh 3,000.00
68 Hak angin kuningan ukr. 21 - 30 cm /bh 10,900.00 69 Handle Pintu (u/ pintu Kupu tarung) /ps 50,000.00
70 Closet duduk TOTO Monoblok /set 1,000,000.00 71 Closet jongkok Standart /set 74,500.00 72 Washtafel body standart INA /set 200,000.00 73 Wallshower /set 50,000.00 74 Floordrain /bh 10,000.00 75 Avor (kurasan Bak) /bh 5,000.00 76 Bathup Standart INA /set 1,250,000.00 77 Keran Air Standart (Rata-rata) /bh 15,000.00 78 Keran Dapur /bh 25,000.00 79 Soap Holder /bh 25,000.00 80 Isolasi /bh 1,000.00 81 Pipa PVC 3/4" eks Wavin /bh 14,000.00 82 Pipa PVC 3" eks Wavin /bh 85,000.00 83 Knee 3/4" /bh 2,500.00 84 Sock 3/4" /bh 2,000.00 85 Tee 3/4" /bh 3,000.00 86 Knee 3" /bh 7,800.00
No. JENIS BAHAN BANGUNAN SATUAN HARGA (Rp) KETERANGAN
87 Sock 3" /bh 5,000.00 88 Tee 3" /bh 8,200.00 89 Lem PVC (tube) /bh 3,500.00 90 Batu Candi ( Andesit) /m2 65,000.00 91 Batu Belah /m2 65,000.00 92 Baut /bh 1,500.00 93 Plate /bh 1,000.00 94 Begel /bh 7,500.00 95 Solar /ltr 2,300.00 96 Lis Kayu /m' 3,000.00 97 Roster Kayu 30x 30 /bh 45,000.00 98 Sirlak /kg 60,000.00 99 Spirtus /ltr 6,000.00 100 Batu Apung /kg 4,000.00
UPAH NO. DAFTAR PEKERJA SATUAN (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
Sat. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (Rp)
No JENIS PEKERJAAN
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. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (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
No JENIS PEKERJAAN
Sat. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (Rp)
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 Genteng "Plentong" Kampung (Standar) M2
7,300.00 17.5
8,577.50
32.90
11,399.34
3 Genteng "Kodok" M2 10,000.00 17.5 11,750.00 32.90 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
No JENIS PEKERJAAN
Sat. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (Rp)
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. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (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
Sat. Upah Borongan Faktor Alat
Upah Langsung
Over Head Upah Total
Pekj (Rp) (%) (Rp) (%) (Rp)
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
2. 1M2 PEMBERSIHAN LOKASI PROYEK
Upah : 1.00 M2 @ Rp.
2,800.00 . = Rp. 2,800.00
3. 1 M' PEKERJAAN UITZET & BOUWPLANK
Bahan :
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. 140.00
. = Rp. 8,990.00
Upah : 1.00 M` @
Rp.
3,000.00 . = Rp. 3,000.00
Total . = Rp. 11,990.00
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
Paku 0.0200 Kg. @
Rp.
7,000.00 . = Rp. 140.00
. = Rp. 48,015.00
Upah : 1.00 M` @
Rp.
5,000.00 . = Rp. 5,000.00
Total . = Rp. 53,015.00
5. 1 M2 PEKERJAAN DIREKSIKIT
Bahan & Upah : 1.00 M2 @ Rp.
100,000.00 . = Rp. 100,000.00
6. 1 M2 PEKERJAAN MEMBUAT BRAK UNTUK GUDANG
Bahan & Upah : 1.00 m2 @ Rp.
100,000.00 . = Rp. 100,000.00
7. ADMINISTRASI DAN DOKUMENTASI
Bahan & Upah : 1.00 ls. @ Rp.
150,000.00 . = Rp. 150,000.00
B PEKERJAAN TANAH DAN PASIR
1.
1 M3 PEKERJAAN GALIAN TANAH BIASA
Untuk Pondasi Batu Kali
Upah : 1.0000 m3 @
Rp.
8,500.00 . = Rp. 8,500.00
Total . = Rp. 8,500.00
2. 1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate
Upah : 1.0000 m3 @
Rp.
10,000.00 . = Rp. 10,000.00
Total . = Rp. 10,000.00
3. 1 M3 PEKERJAAN URUGAN TANAH KEMBALI
Upah : *) 1.0000 m3 @
Rp.
4,500.00 . = Rp. 4,500.00
*). Termasuk Pemadatan Total . = Rp. 4,500.00
4. 1 M3 PEKERJAAN URUGAN 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.
6,500.00 . = Rp. 6,500.00
*). Termasuk Pemadatan Total . = Rp. 33,500.00
5. 1 M3 PEKERJAAN URUGAN PASIR Bahan :
Pasir 1.2000 m3 @
Rp.
27,000.00 . = Rp. 32,400.00
Upah : 1.0000 m3 @
Rp.
4,950.00 . = Rp. 4,950.00
Total . = Rp. 37,350.00
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.
1,243.13 . = Rp. 1,243.13
Total . = Rp. 4,483.13
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 - zak @
Rp.
4,500.00 . = Rp. -
Pasir Pasang 0.6175 m3
@
Rp.
50,000.00 . = Rp.
30,873.18
. = Rp. 140,408.26
Upah : 1.0000 m3
@
Rp.
37,625.00 . = Rp.
37,625.00
Total : . = Rp. 178,033.26
2. 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.
Rp. 27,000.00 12,150.00
. = Rp. 54,150.00
Upah : 1.0000 m3 @ Rp.
24,000.00 . = Rp.
24,000.00
Total : . = Rp. 78,150.00
3. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 P C : 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
Kapur - zak @ Rp.
4,500.00 . = Rp. -
Pasir Pasang (Ayak) 0.0611 m3 @ Rp.
50,000.00 . = Rp. 3,055.84
. = Rp. 30,285.16
Upah : 1.0000 m2 @ Rp.
8,100.00 . = Rp. 8,100.00
Total . = Rp. 38,385.16
4. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS ) Bahan :
Batu Bata 70.0000 bh @
Rp. 180.00 . = Rp.
12,600.00
Semen (pc) 0.4093 zak @
Rp. 22,000.00 . = Rp. 9,004.49
Kapur - zak @ . = Rp. -
Rp. 4,500.00
Pasir Pasang (Ayak) 0.0686 m3 @
Rp. 50,000.00 . = Rp. 3,430.28
. = Rp. 25,034.77
Upah : 1.0000 m2 @
Rp.
7,312.50 . = Rp. 7,312.50
Total . = Rp.
32,347.27
5. 1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS)
Bahan :
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. 611.68 . = Rp. 8,110.51
Upah : 1.0000 m' @
Rp.
3,937.50 . = Rp. 3,937.50
Total . = Rp.
12,048.01
6. 1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS), T = 20 MM
Bahan :
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. 1,197.10 . = Rp. 4,339.48
Upah : 1.0000 m2 @
Rp.
9,130.00 . = Rp. 9,130.00
Total . = Rp.
13,469.48
7. 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. 1,066.43
. = Rp. 5,732.05
Upah : 1.0000 m2 @ Rp.
9,130.00 . = Rp. 9,130.00
Total . = Rp. 14,862.05
8. 1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM
Bahan :
Semen (pc) 0.0943 zak @ Rp.
22,000.00 . = Rp. 2,073.61
Kapur - zak @ Rp.
4,500.00 . = Rp. -
Pasir Pasang (Ayak) 0.0095 m3 @ Rp.
50,000.00 . = Rp. 473.97
. = Rp. 2,547.58
Upah : 1.0000 m2 @ Rp.
9,130.00 . = Rp. 9,130.00
Total . = Rp. 11,677.58
9. 1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS )
Bahan :
Semen (pc) 0.0249 zak @ Rp.
22,000.00 . = Rp. 547.39
Kapur (Mill) - zak @ Rp.
4,500.00 . = Rp. -
Pasir Pasang (Ayak) 0.0017 m3 @ Rp.
50,000.00 . = Rp. 83.41
. = Rp. 630.81 Upah : 1.0000 m2 @ . = Rp. 2,750.00
Rp. 2,750.00 Total . = Rp. 3,380.81
10. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A
Bahan :
Semen (pc) 0.0071 zak @ Rp.
22,000.00 . = Rp. 157.12
Pasir Pasang (Ayak) 0.0012 m3 @ Rp.
50,000.00 . = Rp. 59.85
. = Rp. 216.97
Upah : 1.0000 m2 @ Rp.
8,250.00 . = Rp. 8,250.00
Total . = Rp. 8,466.97
11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B
Bahan :
Semen (pc) 0.0114 zak @ Rp.
22,000.00 . = Rp. 251.39
Pasir Pasang (Ayak) 0.0019 m3 @ Rp.
50,000.00 . = Rp. 95.77
. = Rp. 347.16
Upah : 1.0000 m2 @ Rp.
8,250.00 . = Rp. 8,250.00
Total . = Rp. 8,597.16
12. 1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBA L 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
Upah : 1.0000
m2
@ Rp. 3,300.00 . = Rp.
3,300.00
Total . = Rp. 13,099.86
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
Upah : 1.0000
m2
@ Rp. 5,720.00 . = Rp.
5,720.00
Total . = Rp. 15,212.80
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
. = Rp. 39,210.55
Upah : 1.0000 m2 @ Rp. 9,250.00 . = Rp.
9,250.00
Total . = Rp. 48,460.55
2. 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
Upah : 1.0000 m2 @ Rp. 9,250.00 . = Rp.
9,250.00
Total . = Rp. 53,960.55
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
Upah : 1.0000 m2 @ Rp. 30,000.00 . = Rp.
30,000.00
Total . = Rp. 71,301.66
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
Upah : 1.0000 m2 @ Rp. 6,800.00 . = Rp.
6,800.00
Total . = Rp. 12,401.20
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
Upah : 1.0000 m2 @ Rp. 1,000.00 . = Rp.
1,000.00
Total . = Rp. 5,480.03
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
Upah : 1.0000 m2 @ Rp.
45,000.00 . = Rp.
45,000.00
Total . = Rp. 121,426.66
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
Upah : 1.0000 m2 @ Rp.
30,000.00 . = Rp.
30,000.00
Total . = Rp. 171,126.66
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 :
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
Upah : 1.0000 M2 @
Rp.
4,000.00 . = Rp. 4,000.00
Total : . = Rp. 39,460.71 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
Upah : 1.0000 M2 @
Rp.
4,000.00 . = Rp. 4,000.00
Total : . = Rp. 42,855.00
3. 1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu m3 @ . = Rp. 3,080,000.00
1.1000 Rp. 2,800,000.00
Baut 50.0833 bh @
Rp.
1,500.00 . = Rp. 75,125.00
. = Rp. 3,155,125.00
Upah : 1.0000 m3 @
Rp.
430,000.00 . = Rp. 430,000.00
Total : . = Rp. 3,585,125.00
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
Upah : 1.0000 m` @
Rp.
1,500.00 . = Rp. 1,500.00
Total : . = Rp. 14,840.00
5. 1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKI RAI 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
Upah : 1.0000 m` @
Rp.
7,250.00 . = Rp. 7,250.00
Total : . = Rp. 23,890.00
6. 1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIR AI 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
Upah : 1.0000 m` @
Rp.
14,500.00 . = Rp. 14,500.00
Total : . = Rp. 47,780.00
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
Paku Seng (Payung) 10.0000 buah @
Rp.
150.00 . = Rp. 1,500.00
Paku 0.2000 kg @
Rp.
7,000.00 . = Rp. 1,400.00
. = Rp. 53,940.00
Upah : 1.0000 m' @
Rp.
7,750.00 . = Rp. 7,750.00
Total . = Rp. 61,690.00
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
Upah : 1.0000 m' @ Rp.
5,000.00 . = Rp. 5,000.00
Total . = Rp. 17,580.00
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 Kg @
Rp.
7,000.00 . = Rp. 1,400.00
Paku Plepet 0.0200 Kg @
Rp.
8,000.00 . = Rp. 160.00
. = Rp. 39,480.06
Upah : 1.0000 m2 @
Rp.
13,000.00 . = Rp. 13,000.00
Total : . = Rp. 52,480.06
10. 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. 160.00
. = Rp. 29,650.33
Upah : 1.0000 m2 @
Rp.
7,200.00 . = Rp. 7,200.00
Total : . = Rp. 36,850.33
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 . = Rp. 8,000.00
Total : . = Rp. 8,000.00
H PEKERJAAN PENUTUP ATAP & PLAFOND.
1. 1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK SOKKA TYPE MORANDO SE, BESAR Bahan :
Genteng Keramik 9.9000 bh @ Rp. 2,100.00 . = Rp. 20,790.00
. = Rp. 20,790.00
Upah : 1.0000
m2 @ Rp. 7,050.00 . = Rp. 7,050.00
Total : . = Rp. 27,840.00
2. 1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA TYPE M ORANDO 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
Upah : 1.0000
m2 @ Rp. 17,037.50 . = Rp. 17,037.50
Total : . = Rp. 37,791.26
F PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1. 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu 1.1000 m3 @ Rp. 6,000,000.00 . = Rp. 6,600,000.00 Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00 . = Rp. 6,635,000.00 Upah : 1.0000 m3 @ Rp. 1,730,000.00 . = Rp. 1,730,000.00 Total : . = Rp. 8,365,000.00 2. 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. 252.00 . = Rp. 52,524.00 Upah : 1.0000 m' @ Rp. 12,456.00 . = Rp. 12,456.00 Total : . = Rp. 64,980.00 3. 1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan : Papan Kayu 1.1000 m3 @ Rp. 8,000,000.00 . = Rp. 8,800,000.00 Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00 . = Rp. 8,835,000.00 Upah : 1.0000 m3 @ Rp. 1,620,000.00 . = Rp. 1,620,000.00 Total : . = Rp. 10,455,000.00
4. 1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM
Bahan : Papan Kayu 0.0631 m3 @ Rp. 8,000,000.00 . = Rp. 504,800.00 Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00
. = Rp. 506,000.00 Upah : 1.0000 bh @ Rp. 184,740.00 . = Rp. 184,740.00 Total : . = Rp. 690,740.00
5. 1 BH DAUN PINTU PANIL 3 X 74 X 200 CM
Bahan : Papan Kayu 0.0488 m3 @ Rp. 8,000,000.00 . = Rp. 390,400.00 Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00 . = Rp. 391,600.00 Upah : 1.0000 bh @ Rp. 179,020.00 . = Rp. 179,020.00 Total : . = Rp. 570,620.00
6. 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 . = Rp. 323,600.00 Upah : 1.0000 bh @ Rp. 175,620.00 . = Rp. 175,620.00 Total : . = Rp. 499,220.00
7. 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 . = Rp. 124,800.00
Kaca Bening 5 mm 0.4725 m2 @ Rp. 60,000.00 . = Rp. 28,350.00
. = Rp. 153,150.00
Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00
Total : . = Rp. 223,150.00
8. 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. 27,000.00
. = Rp. 136,600.00
Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00
Total : . = Rp. 206,600.00
9. 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 . = Rp. 140,800.00
Kaca Bening 5 mm 0.6750 m2 @ Rp. 60,000.00 . = Rp. 40,500.00
. = Rp. 181,300.00
Upah : 1.0000 bh @ Rp. 70,000.00 . = Rp. 70,000.00
Total : . = Rp. 251,300.00
10. 1 BH ROSTER KAYU 30 X 40 CM Bahan :
Roster Kayu 1.0000 bh @ Rp. 45,000.00 . = Rp. 45,000.00
. = Rp. 45,000.00
Upah : 1.0000 bh @ Rp. 1,000.00 . = Rp. 1,000.00
Total : . = Rp. 46,000.00
11.
1 M2 PEKERJAAN KACA ES UNTUK 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 . = Rp. 12,000.00
Total : . = Rp. 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 bh @
Rp.
1,000.00 . = Rp. 500.00
Thiner ltr @ . = Rp. 1,125.00
0.2500 Rp. 4,500.00
Amplas 1.0000 lbr @
Rp.
1,250.00 . = Rp. 1,250.00
. = Rp. 13,283.75
Upah : 1.0000 bh @
Rp.
12,960.00 . = Rp. 12,960.00
Total : . = Rp. 26,243.75
2. 1M2 PEKERJAAN MENI BIDANG KAYU BARU
Bahan :
Menie Jadi 0.2750 kg @ Rp.
6,000.00 . = Rp. 1,650.00
. = Rp. 1,650.00
Upah : 1.0000 m2 @ Rp.
3,190.00 . = Rp. 3,190.00
Total . = Rp. 4,840.00
3. 1M2 PEKERJAAN PENGECATAN KAYU BARU
Bahan dan Upah:
Cat-catan 1.0000 m2 @ Rp.
26,243.75 . = Rp. 26,243.75
Menie 1.0000 m2 @ Rp.
4,840.00 . = Rp. 4,840.00
Total . = Rp. 31,083.75 4. 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. 312.50
. = Rp. 2,409.30
Upah : 1.0000 m2 @ Rp.
4,846.88 . = Rp. 4,846.88
Total . = Rp. 7,256.18 5. 1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU D AN 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. 1,466.80
. = Rp. 6,416.80
Upah : 1.0000 m2 @ Rp.
18,562.50 . = Rp. 18,562.50
Total . = Rp. 24,979.30
D PEKERJAAN BETON BERTULANG 1. 1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RI NG 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
Upah : 1.0000
m3
@
Rp.
47,250.00 . = Rp.
47,250.00
Total . = Rp. 302,699.59
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
Upah : 1.0000 m3 @
Rp.
428.88 . = Rp.
428.88
Total . = Rp. 5,538.88
3. 1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RI NG 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
Upah : 1.0000 m2 @
Rp.
1,750.00 . = Rp.
1,750.00
Total . = Rp. 11,400.00
4. 1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBA L 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.
11,620.00
. = Rp. 259,120.00
Upah : 1.0000 ls @
Rp.
24,990.00 . = Rp.
24,990.00
Total . = Rp. 284,110.00
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 . = Rp.
302,699.59
Besi Beton U-24 100.0000 kg @
Rp.
5,538.88 . = Rp.
553,887.50
Bekesting 5.0000 m2 @
Rp.
11,400.00 . = Rp.
57,000.00
Total . = Rp. 913,587.09
6. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKEL ET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah :
Beton 1.0000 m3 @
Rp.
302,699.59 . = Rp.
302,699.59
Besi Beton U-24 120.0000 kg . = Rp.
@ Rp. 5,538.88 664,665.00
Bekesting 5.0000 m2 @
Rp.
11,400.00 . = Rp.
57,000.00
Total . = Rp. 1,024,364.59
7. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALO K RING 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah :
Beton 1.0000 m3 @
Rp.
302,699.59 . = Rp.
302,699.59
Besi Beton U-24 120.0000 kg @
Rp.
5,538.88 . = Rp.
664,665.00
Bekesting 5.0000 m2 @
Rp.
11,400.00 . = Rp.
57,000.00
Total . = Rp. 1,024,364.59
8. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY
(1pc : 2ps : 3 Kr) Bahan dan Upah :
Beton 1.0000 m3 @
Rp.
302,699.59 . = Rp.
302,699.59
Besi Beton U-24 125.0000 kg @
Rp.
5,538.88 . = Rp.
692,359.38
Bekesting 5.0000 m2 @
Rp.
11,400.00 . = Rp.
57,000.00
Perancah Bambu 0.5000 ls @
Rp.
284,110.00 . = Rp.
142,055.00
Total . = Rp. 1,194,113.97
M PEKERJAAN SANITASI DAN DRAINASI
1. 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. 350.00
. = Rp. 5,218.75
Upah : 1.0000 m' @ Rp. 2,500.00 . = Rp. 2,500.00
Total . = Rp. 7,718.75
2. 1 M' PEKERJAAN INSTALASI AIR KOTOR DAN AIR BEKA S 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. 700.00
. = Rp. 26,912.50
Upah : 1.0000 m' @ Rp. 5,000.00 . = Rp. 5,000.00
Total . = Rp. 31,912.50
3. 1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan :
Closet Duduk Monoblok 1.0000 set @ Rp. 1,000,000.00 . = Rp. 1,000,000.00
. = Rp. 1,000,000.00
Upah : 1.0000 unit @ Rp. 72,600.00 . = Rp. 72,600.00
Total . = Rp. 1,072,600.00
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. 25,000.00
. = Rp. 99,500.00
Upah : 1.0000 unit @ Rp. 36,300.00 . = Rp. 36,300.00
Total . = Rp. 135,800.00
5. 1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan :
Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. 200,000.00
. = Rp. 200,000.00
Upah : 1.0000 unit @ Rp. 72,600.00 . = Rp. 72,600.00
Total . = Rp. 272,600.00
6. 1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan :
Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. 50,000.00
. = Rp. 50,000.00
Upah : 1.0000 unit @ Rp. 15,125.00 . = Rp. 15,125.00
Total . = Rp. 65,125.00 7. 1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan :
Floordrain 1.0000 bh @ Rp.
10,000.00 . = Rp.
10,000.00
. = Rp. 10,000.00
Upah : 1.0000 unit @ Rp.
9,000.00 . = Rp.
9,000.00
Total . = Rp. 19,000.00
8. 1 BH PEKERJAAN PASANG AVOR (KURASAN BAK)
Bahan :
Avor 1.0000 bh @ Rp.
5,000.00 . = Rp.
5,000.00
. = Rp. 5,000.00
Upah : 1.0000 unit @ Rp.
9,000.00 . = Rp.
9,000.00
Total . = Rp. 14,000.00
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 1.0000 bh @ Rp.
1,000.00 . = Rp.
1,000.00
. = Rp. 18,500.00
Upah : 1.0000 m' @ Rp.
3,600.00 . = Rp.
3,600.00
Total . = Rp. 22,100.00
10. 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
Upah : 1.0000 m' @ Rp.
3,600.00 . = Rp.
3,600.00
Total . = Rp. 32,100.00
11. 1 BH PEKERJAAN PASANG SOAP HOLDER TANAM
Bahan :
Soap Holder 1.0000 bh @ Rp.
25,000.00 . = Rp.
25,000.00
. = Rp. 25,000.00
Upah : 1.0000 unit @ Rp.
15,125.00 . = Rp.
15,125.00
Total . = Rp. 40,125.00
12. 1 UNIT PEKERJAAN PASANG BATH UP
Bahan :
Bath Up 1.0000 set @ Rp.
1,250,000.00 . = Rp.
1,250,000.00
. = Rp. 1,250,000.00
Upah : 1.0000 unit @ Rp.
93,750.00 . = Rp.
93,750.00
Total . = Rp. 1,343,750.00
13. 1 UNIT PEKERJAAN BIKIN BAK KONTROL
Bahan :
Bak Kontrol 1.0000 unit @ Rp.
200,000.00 . = Rp.
200,000.00
. = Rp. 200,000.00
Upah : 1.0000 ls @ Rp.
52,000.00 . = Rp.
52,000.00
Total . = Rp. 252,000.00
14. 1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BET ON
Bahan :
Sumur Resapan 1.0000 unit @ Rp.
750,000.00 . = Rp.
750,000.00
. = Rp. 750,000.00
Upah : 1.0000 ls @ Rp.
100,000.00 . = Rp.
100,000.00
Total . = Rp. 850,000.00
15. 1 UNIT PEKERJAAN SEPTIC TANK
Bahan :
Septictank 1.0000 unit @ Rp.
1,500,000.00 . = Rp.
1,500,000.00
. = Rp. 1,500,000.00
Upah : 1.0000 ls @ Rp.
350,000.00 . = Rp.
350,000.00
Total . = Rp. 1,850,000.00
16. 1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMPA
Bahan + Upah
Instalasi sumur air bersih +
pompa 1.0000 unit @ Rp.
1,000,000.00 . = Rp.
1,000,000.00
Total . = Rp. 1,000,000.00
17. 1 UNIT PEKERJAAN INSTALASI WATER TORN
Bahan + Upah
Instalasi water torn 1.0000 unit @ Rp.
1,000,000.00 . = Rp.
1,000,000.00
Total . = Rp. 1,000,000.00
M PEKERJAAN PERKERASAN JALAN
1. 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BL OK (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
Upah : 1.0000 m2 @ Rp. 10,725.00 . = Rp. 10,725.00
Total . = Rp. 49,870.00
2. 1M' PEKERJAAN KANSTEN (25x25x40) CM
Bahan :
Kansten 1.1000 m' @ 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
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
Upah : 1.0000 m2 @ Rp. 3,431.25 . = Rp. 3,431.25
Total . = Rp. 39,083.15
O PEKERJAAN PEMBERSIHAN AKHIR PROYEK
1. 1 LS PEMBERSIHAN AKHIR PROYEK
Upah : 1.00 ls. @ Rp. 200,000.00 . = Rp. 200,000.00
DAFTAR ANALISIS
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
2. 1M2 PEMBERSIHAN LOKASI PROYEK
Upah : 1.00 m2 @
Rp.
3,189.56 . = Rp. 3,189.56
3. 1 M' PEKERJAAN UITZET & BOUWPLANK
Bahan :
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. 140.00
. = Rp. 8,990.00
Upah : 1.00 M` @
Rp.
3,986.95 . = Rp. 3,986.95
Total . = Rp. 12,976.95
4. 1 M' PEMAGARAN LOKASI PROYEK 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
Paku 0.0200 Kg. @
Rp.
7,000.00 . = Rp. 140.00
. = Rp. 48,015.00
Upah : 1.00 M` @
Rp.
6,644.91 . = Rp. 6,644.91
Total . = Rp. 54,659.91
5. 1 M2 PEKERJAAN DIREKSI KIT
Bahan & Upah : 1.00 M2 @
Rp.
100,000.00 . = Rp. 100,000.00
6. 1 M2 PEKERJAAN PEMBUATAN BRAK UNTUK GUDANG
Bahan & Upah : 1.00 m2 @
Rp.
100,000.00 . = Rp. 100,000.00
7. ADMINISTRASI DAN DOKUMENTASI
Bahan & Upah : 1.00 ls. @
Rp.
150,000.00 . = Rp. 150,000.00
B PEKERJAAN TANAH DAN PASIR
1. 1 M3 PEKERJAAN GALIAN TANAH BIASA
Untuk Pondasi Batu Kali
Upah : 1.0000 m3
@
Rp.
11,296.35 . = Rp.
11,296.35
Total . = Rp. 11,296.35
2. 1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M
Untuk Foot Plate
Upah : 1.0000 m3
@
Rp.
13,289.82 . = Rp.
13,289.82
Total . = Rp. 13,289.82
3. 1 M3 PEKERJAAN URUGAN TANAH KEMBALI
Upah : *) 1.0000 m3
@
Rp.
5,980.42 . = Rp.
5,980.42
*). Termasuk Pemadatan Total . = Rp. 5,980.42
4. 1 M3 PEKERJAAN URUGAN
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
*). Termasuk Pemadatan Total . = Rp. 35,638.38
5. 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
Total . = Rp. 38,978.46
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
Total . = Rp. 4,701.88
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 -
zak @
Rp.
4,500.00 . = Rp.
-
Pasir Pasang 0.6175 . = Rp.
m3 @ Rp. 50,000.00 30,873.18
. = Rp. 140,408.26
Upah : 1.0000
m3 @
Rp.
50,002.95 . = Rp.
50,002.95
Total : . = Rp. 190,411.22
2. 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
Upah : 1.0000
m3 @
Rp.
31,895.57 . = Rp.
31,895.57
Total : . = Rp. 86,045.57
3. 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
Kapur -
zak @
Rp.
4,500.00 . = Rp.
-
Pasir Pasang (Ayak) 0.0611
m3 @
Rp.
50,000.00 . = Rp.
3,055.84
. = Rp. 30,285.16
Upah : 1.0000
m2 @
Rp.
10,764.76 . = Rp.
10,764.76
Total . = Rp. 41,049.92
4. 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS )
Bahan :
Batu Bata 70.0000 bh @
Rp.
180.00 . = Rp.
12,600.00
Semen (pc) 0.4093
zak @
Rp.
22,000.00 . = Rp.
9,004.49
Kapur -
zak @
Rp.
4,500.00 . = Rp.
-
Pasir Pasang (Ayak) 0.0686
m3 @
Rp.
50,000.00 . = Rp.
3,430.28
. = Rp. 25,034.77
Upah : 1.0000
m2 @
Rp.
9,718.18 . = Rp.
9,718.18
Total . = Rp. 34,752.95
5. 1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS)
Bahan :
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.
611.68
. = Rp. 8,110.51
Upah : 1.0000 m' @
Rp.
5,232.87 . = Rp.
5,232.87
Total . = Rp. 13,343.37
6. 1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS) T = 20 M M Bahan : 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. 1,197.10
. = Rp. 4,339.48 Upah :
1.0000 m2 @ Rp. 12,133.61 . = Rp. 12,133.61
Total . = Rp. 16,473.09 7. 1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM
Bahan : Semen (pc)
0.2121 zak @ Rp.
22,000.00 . = Rp.
4,665.62
Kapur - zak @ Rp. 4,500.00 . = Rp. -
Pasir Pasang (Ayak) 0.0213
m3 @ Rp. 50,000.00
. = Rp. 1,066.43
. = Rp. 5,732.05
Upah : 1.0000
m2 @ Rp. 12,133.61
. = Rp. 12,133.61
Total . = Rp. 17,865.65
8. 1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM
Bahan : Semen (pc)
0.0943 zak @ Rp.
22,000.00 . = Rp.
2,073.61 Kapur - zak @ Rp. 4,500.00 . = Rp.
- Pasir Pasang (Ayak)
0.0095 m3 @ Rp.
50,000.00 . = Rp.
473.97 . = Rp.
2,547.58 Upah :
1.0000 m2 @ Rp.
12,133.61 . = Rp.
12,133.61 Total . = Rp.
14,681.18
9. 1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS )
Bahan : Semen (pc)
0.0249 zak @ Rp.
22,000.00 . = Rp.
547.39 Kapur (Mill) - zak @ Rp. 4,500.00 . = Rp.
- Pasir Pasang (Ayak)
0.0017 m3 @ Rp.
50,000.00 . = Rp.
83.41 . = Rp.
630.81 Upah :
1.0000 m2 @ Rp. 3,654.70 . = Rp.
3,654.70 Total . = Rp.
4,285.51
10. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A
Bahan : Semen (pc)
0.0071 zak @ Rp.
22,000.00 . = Rp.
157.12 Pasir Pasang (Ayak)
0.0012 m3 @ Rp.
50,000.00 . = Rp.
59.85 . = Rp.
216.97 Upah :
1.0000 m2 @ Rp.
10,964.10 . = Rp.
10,964.10 Tota l . = Rp.
11,181.08
11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan : Semen (pc)
0.0114 zak @ Rp.
22,000.00 . = Rp.
251.39 Pasir Pasang (Ayak)
0.0019 m3 @ Rp.
50,000.00 . = Rp.
95.77 . = Rp.
347.16 Upah :
1.0000 m2 @ Rp.
10,964.10 . = Rp.
10,964.10 Total . = Rp.
11,311.26 12. 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 Upah :
1.0000 m2 @ Rp. 4,385.64 . = Rp.
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)
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
Upah : 1.0000
m2 @ Rp. 7,601.78 . = Rp. 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
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 . = Rp.
39,210.55 Upah :
1.0000 m2 @ Rp.
12,293.08 . = Rp.
12,293.08 Total . = Rp.
51,503.63
2. 1M2 PEKERJAAN PASANGAN KERAMIK KM/ WC 20X20 CM 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 Upah :
1.0000 m2 @ Rp.
12,293.08 . = Rp.
12,293.08 Total . = Rp.
57,003.63
3. 1M2 PEKERJAAN PASANGAN KERAMIK DINDING ASIA 20X25 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 Upah :
1.0000 m2 @ Rp.
39,869.46 . = Rp.
39,869.46 Total . = Rp.
81,171.13
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 Upah :
1.0000 m2 @ Rp. 9,037.08 . = Rp.
9,037.08 Total . = Rp.
14,638.28
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
Upah : 1.0000
m2 @ Rp. 1,328.98 . = Rp. 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.
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
Upah : 1.0000 m2 @
Rp.
59,804.19 . = Rp.
59,804.19
Total . = Rp. 136,230.86
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
Upah : 1.0000 m2 @
Rp.
39,869.46 . = Rp.
39,869.46
Total . = Rp. 180,996.13
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 :
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
Upah : 1.0000 M2
@
Rp.
5,315.93 . = Rp.
5,315.93
Total : . = Rp. 40,776.64
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
Upah : 1.0000 M2
@
Rp.
5,315.93 . = Rp.
5,315.93
Total : . = Rp. 44,170.93
3. 1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12
Bahan :
Balok Kayu 1.1000 m3
@
Rp.
2,800,000.00 . = Rp.
3,080,000.00
Baut 50.0833 bh
@
Rp.
1,500.00 . = Rp.
75,125.00
. = Rp. 3,155,125.00
Upah : 1.0000 m3
@
Rp.
571,462.31 . = Rp.
571,462.31
Total : . = Rp. 3,726,587.31
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
Upah : 1.0000 m`
@
Rp.
1,993.47 . = Rp.
1,993.47
Total : . = Rp. 15,333.47
5. 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
Upah : 1.0000 m`
@
Rp.
9,635.12 . = Rp.
9,635.12
Total : . = Rp. 26,275.12
6. 1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIR AI 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
Upah : 1.0000 m`
@
Rp.
19,270.24 . = Rp.
19,270.24
Total : . = Rp. 52,550.24
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
Paku Seng (Payung) 10.0000
buah
@
Rp.
150.00 . = Rp.
1,500.00
Paku 0.0200 kg
@
Rp.
7,000.00 . = Rp.
140.00
. = Rp. 52,680.00
Upah : 1.0000 m'
@
Rp.
10,299.61 . = Rp.
10,299.61
Total . = Rp. 62,979.61
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
Upah : 1.0000 m' @
Rp.
6,644.91 . = Rp.
6,644.91
Total . = Rp. 19,224.91
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 Kg
@
Rp.
7,000.00 . = Rp.
1,400.00
Paku Plepet Kg . = Rp.
0.0200 @ Rp. 8,000.00 160.00
. = Rp. 39,480.06
Upah : 1.0000 m2
@
Rp.
17,276.77 . = Rp.
17,276.77
Total : . = Rp. 56,756.82
10. 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.
160.00
. = Rp. 29,650.33
Upah : 1.0000 m2
@
Rp.
9,568.67 . = Rp.
9,568.67
Total : . = Rp. 39,219.00
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 . = Rp.
8,000.00
Total : . = Rp. 8,000.00
H PEKERJAAN PENUTUP ATAP
1. 1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK S OKKA 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 . = Rp.
9,369.32
Total : . = Rp. 30,159.32
2. 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 @
Rp. 50,000.00 . = Rp.
1,831.21
. = Rp. 20,753.76
Upah : 1.0000
m2 @
Rp. 22,642.53 . = Rp.
22,642.53
Total : . = Rp. 43,396.29
F PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1. 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan :
Balok Kayu 1.1000 m3 @ Rp. 6,000,000.00 . = Rp. 6,600,000.00
Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00
. = Rp. 6,635,000.00
Upah : 1.0000 m3 @ Rp. 2,299,139.05 . = Rp. 2,299,139.05
Total : . = Rp. 8,934,139.05 2. 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. 252.00
. = Rp. 52,524.00
Upah : 1.0000 m' @ Rp. 16,553.80 . = Rp. 16,553.80
Total : . = Rp. 69,077.80
3. 1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN
Bahan :
Papan Kayu 1.1000 m3 @ Rp. 8,000,000.00 . = Rp. 8,800,000.00
Paku 5.0000 Kg @ Rp. 7,000.00 . = Rp. 35,000.00
. = Rp. 8,835,000.00
Upah : 1.0000 m3 @ Rp. 2,152,951.02 . = Rp. 2,152,951.02
Total : . = Rp. 10,987,951.02
4. 1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM
Bahan :
Papan Kayu 0.0631 m3 @ Rp. 8,000,000.00 . = Rp. 504,800.00
Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00
. = Rp. 506,000.00
Upah : 1.0000 bh @ Rp. 245,516.15 . = Rp. 245,516.15
Total : . = Rp. 751,516.15
5. 1 BH DAUN PINTU PANIL 3 X 74 X 200 CM
Bahan :
Papan Kayu 0.0488 m3 @ Rp. 8,000,000.00 . = Rp. 390,400.00
Lem 0.1500 Kg @ Rp. 8,000.00 . = Rp. 1,200.00
. = Rp. 391,600.00
Upah : 1.0000 bh @ Rp. 237,914.38 . = Rp. 237,914.38
Total : . = Rp. 629,514.38
6. 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
. = Rp. 323,600.00
Upah : 1.0000 bh @ Rp. 233,395.84 . = Rp. 233,395.84
Total : . = Rp. 556,995.84 7. 1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLIT UR
Bahan :
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. 28,350.00
. = Rp. 153,150.00
Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75
Total : . = Rp. 246,178.75
8. 1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLI TUR
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. 27,000.00
. = Rp. 136,600.00
Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75
Total : . = Rp. 229,628.75
9. 1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLI TUR
Bahan :
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. 40,500.00
. = Rp. 181,300.00
Upah : 1.0000 bh @ Rp. 93,028.75 . = Rp. 93,028.75
Total : . = Rp. 274,328.75
10. 1 BH ROSTER KAYU 30 X 40 CM
Bahan :
Roster Kayu 1.0000 bh @ Rp. 45,000.00 . = Rp. 45,000.00
. = Rp. 45,000.00
Upah : 1.0000 bh @ Rp. 1,328.98 . = Rp. 1,328.98
Total : . = Rp. 46,328.98
11. 1 M2 PEKERJAAN KACA ES UNTUK 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 . = Rp. 12,000.00
Total : . = Rp. 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 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. 1,250.00
. = Rp. 13,283.75
Upah : 1.0000 bh @ Rp. 17,223.61 . = Rp. 17,223.61
Total : . = Rp. 30,507.36 2. 1M2 PEKERJAAN MENI BIDANG KAYU BARU
Bahan :
Menie Jadi 0.2750 kg @ Rp. 6,000.00 . = Rp. 1,650.00
. = Rp. 1,650.00 Upah : 1.0000 m2 @ Rp. . = Rp. 4,239.45
4,239.45 Total . = Rp. 5,889.45
3. 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. 5,889.45
Total . = Rp. 36,396.81 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. 312.50
. = Rp. 2,409.30
Upah : 1.0000 m2 @ Rp. 6,441.41 . = Rp. 6,441.41
Total . = Rp. 8,850.71
5. 1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU D AN 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. 1,466.80
. = Rp. 6,416.80
Upah : 1.0000 m2 @ Rp. 24,669.23 . = Rp. 24,669.23
Total . = Rp. 31,086.03
D PEKERJAAN BETON BERTULANG 1. 1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RI NG BALOK; DGN MOLEN
Bahan : Semen (pc) 8.5150 zak Rp. . = Rp. 187,329.70
@ 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. 40,871.93
. = Rp. 255,449.59
Upah : 1.0000 m3 @ Rp.
62,794.40 . = Rp. 62,794.40
Total . = Rp. 318,244.00 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
Upah : 1.0000 m3 @ Rp.
569.97 . = Rp. 569.97
Total . = Rp. 5,679.97 3. 1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RI NG 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
Upah : 1.0000 m2 @ Rp.
2,325.72 . = Rp. 2,325.72
Total . = Rp. 11,975.72
4. 1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBA L 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. 11,620.00
. = Rp. 259,120.00
Upah : 1.0000 ls @ Rp.
33,211.26 . = Rp. 33,211.26
Total . = Rp. 292,331.26
5. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOO F 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 . = Rp. 59,878.59
Total . = Rp. 946,119.31 6. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKEL ET 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 . = Rp. 59,878.59
Total . = Rp. 1,059,718.65 7. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALO K 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 . = Rp. 59,878.59
Total . = Rp. 1,059,718.65 8. 1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANO PY
(1pc : 2ps : 3 Kr) Bahan dan Upah :
Beton 1.0000 m3 @ Rp.
318,244.00 . = Rp. 318,244.00
Besi Beton U-24 125.0000 kg @ Rp.
5,679.97 . = Rp. 709,995.90
Bekesting 5.0000 m2 Rp. . = Rp. 59,878.59
@ 11,975.72
Perancah Bambu 0.5000 ls @ Rp.
292,331.26 . = Rp. 146,165.63
Total . = Rp. 1,234,284.12
M PEKERJAAN SANITASI DAN DRAINASI
1. 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. 2,000.00 . = Rp. 375.00
Lem PC 0.2000 tube @ Rp. 3,500.00 . = Rp. 700.00
. = Rp. 5,475.00
Upah : 1.0000 m' @ Rp. 3,322.46 . = Rp. 3,322.46
Total . = Rp. 8,797.46
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. 700.00
. = Rp. 26,912.50
Upah : 1.0000 m' @ Rp. 6,644.91 . = Rp. 6,644.91
Total . = Rp. 33,557.41
3. 1 UNIT PEKERJAAN PASANG CLOSET DUDUK
Bahan :
Closet Duduk 1.0000 set @ Rp. 1,000,000.00 . = Rp. 1,000,000.00
. = Rp. 1,000,000.00
Upah : 1.0000 unit @ Rp. 96,484.10 . = Rp. 96,484.10
Total . = Rp. 1,096,484.10 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. 25,000.00
. = Rp. 99,500.00
Upah : 1.0000 unit @ Rp. 48,242.05 . = Rp. 48,242.05
Total . = Rp. 147,742.05
5. 1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan :
Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. 200,000.00
. = Rp. 200,000.00
Upah : 1.0000 unit @ Rp. 96,484.10 . = Rp. 96,484.10
Total . = Rp. 296,484.10
6. 1 UNIT PEKERJAAN PASANG WALL SHOWER
Bahan :
Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. 50,000.00
. = Rp. 50,000.00
Upah : 1.0000 unit @ Rp. 21,125.00 . = Rp. 21,125.00
Total . = Rp. 71,125.00 7. 1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan :
Floordrain 1.0000 bh @
Rp.
10,000.00 . = Rp. 10,000.00
. = Rp. 10,000.00
Upah : 1.0000 unit @
Rp.
11,960.84 . = Rp. 11,960.84
Total . = Rp. 21,960.84 8. 1 BH PEKERJAAN PASANG AVOR (KURASAN
BAK) Bahan :
Avor 1.0000 bh @
Rp.
5,000.00 . = Rp. 5,000.00
. = Rp. 5,000.00
Upah : 1.0000 unit @
Rp.
11,960.84 . = Rp. 11,960.84
Total . = Rp. 16,960.84
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 1.0000 bh @
Rp.
1,000.00 . = Rp. 1,000.00
. = Rp. 18,500.00
Upah : 1.0000 m' @
Rp.
4,784.34 . = Rp. 4,784.34
Total . = Rp. 23,284.34
10. 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
Upah : 1.0000 m' @
Rp.
4,784.34 . = Rp. 4,784.34
Total . = Rp. 33,284.34
11. 1 BH PEKERJAAN PASANG SOAP HOLDER TANAM
Bahan :
Soap Holder 1.0000 bh @
Rp.
25,000.00 . = Rp. 25,000.00
. = Rp. 25,000.00
Upah : 1.0000 bh @
Rp.
20,100.85 . = Rp. 20,100.85
Total . = Rp. 45,100.85
12. 1 UNIT PEKERJAAN PASANG BATH UP
Bahan :
Bath Up 1.0000 set @
Rp.
1,250,000.00 . = Rp. 1,250,000.00
. = Rp. 1,250,000.00
Upah : 1.0000 unit @
Rp.
124,592.07 . = Rp. 124,592.07
Total . = Rp. 1,374,592.07
13. 1 UNIT PEKERJAAN BIKIN BAK KONTROL
Bahan :
Bak Kontrol 1.0000 unit @
Rp.
200,000.00 . = Rp. 200,000.00
. = Rp. 200,000.00
Upah : 1.0000 ls @
Rp.
73,125.00 . = Rp. 73,125.00
Total . = Rp. 273,125.00 14. 1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON
Bahan :
Sumur Resapan 1.0000 unit @
Rp.
750,000.00 . = Rp. 750,000.00
. = Rp. 750,000.00
Upah : 1.0000 ls @
Rp.
132,898.21 . = Rp. 132,898.21
Total . = Rp. 882,898.21 15. 1 UNIT PEKERJAAN SEPTIC TANK
Bahan :
Septic tank 1.0000 unit @
Rp.
1,500,000.00 . = Rp. 1,500,000.00
. = Rp. 1,500,000.00
Upah : 1.0000 ls @
Rp.
465,143.74 . = Rp. 465,143.74
Total . = Rp. 1,965,143.74
16. 1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMP A
Bahan + Upah
Instalasi sumur air bersih +
pompa 1.0000 unit @
Rp.
1,000,000.00 . = Rp. 1,000,000.00
Total . = Rp. 1,000,000.00
17. 1 UNIT PEKERJAAN INSTALASI WATER TORN
Bahan + Upah
Instalasi water torn 1.0000 unit @
Rp.
1,000,000.00 . = Rp. 1,000,000.00
Total . = Rp. 1,000,000.00
M PEKERJAAN PERKERASAN JALAN 1. 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BL OCK
(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
Upah : 1.0000 m2 @ Rp. 14,253.33 . = Rp.
14,253.33
Total . = Rp. 53,398.33
2. 1M' PEKERJAAN KANSTEN (25x25x40) CM
Bahan :
Kansten 1.1000 m' @ 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
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
Upah : 1.0000 m2 @ Rp. 4,560.07 . = Rp.
4,560.07
Total . = Rp. 40,211.97
O PEKERJAAN PEMBERSIHAN AKHIR PROYEK
1. 1 LS PEMBERSIHAN AKHIR PROYEK
Upah : 1.00 ls. @ Rp. 200,000.00 . = 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
SAT.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT
PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN
VOLUME
(Rp) (Rp) (Rp) (Rp)
A Pekerjaan Persiapan
1 Mobilisasi ls.
1.0000 200,000.00 -
200,000.00
200,000.00
0.1904
2 Direksikit (2,5x2,5) m m2
6.2500 100,000.00
625,000.00 -
625,000.00
0.5951
3 Gudang (4x3) m m2
12.0000 100,000.00
1,200,000.00 -
1,200,000.00
1.1426
4 Pemagaran Proyek m'
26.0000 48,015.00
5,000.00
1,248,390.00
130,000.00
1,378,390.00
1.3125
5 Unizet & Bouwplank m'
40.8000 8,990.00
3,000.00
366,792.00
122,400.00
489,192.00
0.4658
6 Dokumentasi ls.
1.0000 150,000.00
150,000.00 -
150,000.00
0.1428
4,042,582.00
3.8493
B Pekerjaan Tanah dan Pasir
1 Galian Tanah u/ Pondasi m3 52.4711
8,500.00 -
446,004.35
446,004.35
0.4247
2 Urugan Tanah Kembali m3 27.5767
4,500.00 -
124,095.15
124,095.15
0.1182
3 Urugan Tanah untuk Leveling Lantai m3 1.9256
27,000.00
6,500.00
51,991.20
12,516.40
64,507.60
0.0614
4 Urugan Pasir Bawah Pondasi dan Lantai m3 2.3490
32,400.00
4,950.00
76,107.60
11,627.55
87,735.15
0.0835
722,342.25
0.6878
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
SAT.
Harga Satuan Pekerjaan
JUMLAH TOTAL BOBOT
PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN
VOLUME
(Rp) (Rp) (Rp) (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 Daun Jendela J1 (52x150) cm bh. 2.0000
153,150.00
70,000.00
306,300.00
140,000.00
446,300.00
0.4250
7 Daun Jendela J2 (62x116) cm bh.
7.0000 136,600.00 70,000.00 956,200.00 490,000.00 1,446,200.00 1.3770
8 Daun Jendela PJ2 (62x166) cm bh. 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
JUMLAH
SAT.
Harga Satuan Pekerjaan TOTAL BOBOT
PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN
VOLUME
(Rp) (Rp) (Rp) (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
*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap 17,180,292.22
16.3587
-
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 -
576,000.00
0.5485
5,463,249.90
5.2020
I Pekerjaan Kaca & Rilling Kayu
1 Kaca Es untuk Boven tebal 5 mm. m2 0.7800
82,000.00
63,960.00 -
63,960.00
0.0609
63,960.00
0.0609
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
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
SAT.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT
PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN
VOLUME
(Rp) (Rp) (Rp) (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
SAT.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT
PEKJ. Bahan Upah Bahan Upah ( Rp) ( % ) No. URAIAN PEKERJAAN
VOLUME
(Rp) (Rp) (Rp) (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 ls 1.0000
200,000.00 -
200,000.00
200,000.00
0.1904
200,000.00
0.1904
TOTAL 76,643,190.32
28,379,380.50
105,022,570.81
100.00
REKAPITULASI RENCANA ANGGARAN
BIAYA (SEMENTARA)
PROYEK : sample
LOKASI : sample
NO MACAM PEKERJAAN BOBOT JUMLAH TOTAL (%) (Rp)
A Pekerjaan Persiapan
3.8493
4,042,582.00
B Pekerjaan Tanah dan Pasir
0.6878
722,342.25
C Pekerjaan Pasangan & Plesteran 21.7293
22,820,672.53
D Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.) 7.5721
7,952,381.72
E Pekerjaan Penutup Lantai dan Dinding 10.4484
10,973,203.75
F Pekerjaan Kusen & Daun Pintu Jendela 13.6880
14,375,513.50
G Pekerjaan Kayu, Rangka Atap & Rangka Plafon
16.3587
17,180,292.22
H Pekerjaan Penutup Atap & Lis Plafond
5.2020
5,463,249.90
I Pekerjaan Kaca & Rilling Kayu
0.0609
63,960.00
J Pekerjaan Cat & Melamin
6.0163
6,318,504.71
K Pekerjaan Instalasi Listrik 1.6187
1,700,000.00
L Pekerjaan Penggantung & Pengunci 1.4703
1,544,100.00
M Pekerjaan Drainasi & Sanitasi 9.9721
10,472,952.50
N Pekerjaan Perkerasan Jalan
1.1358
1,192,815.75
O Pekerjaan Pembersihan Lokasi
0.1904
200,000.00
100.0000
105,022,570.81
Jumlah Nominal Rp 105,022,570.81 Jasa Konstruksi 10% Rp 10,502,257.08 Jumlah Rp 115,524,827.90 P P N 10% Rp 11,552,482.79 Jumlah Rp 127,077,310.68 Dibulatkan Rp -
RENCANA ANGGARAN BIAYA (RAB) - DENGAN OVER HEAD
PROYEK : sample LOKASI : sample
SAT
.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT PEK
J. Bahan Upah Bahan Upah (Rp.) ( % )
No. URAIAN PEKERJAAN
VOLUM
E
(Rp.) (Rp. (Rp.) (Rp.)
A Pekerjaan Persiapan
1 Mobilisasi ls.
1.0000 200,000.00 -
200,000.00
200,000.00 0.1751
2 Direksikit (2,5 x 2,5) m m2
6.2500 100,000.00
625,000.00 -
625,000.00 0.5472
3 Gudang (4 x 3) m m2
12.0000 100,000.00
1,200,000.00 -
1,200,000.00 1.0507
4 Pemagaran Proyek m'
26.0000 48,015.00
6,644.91
1,248,390.00
172,767.67
1,421,157.67 1.2443
5 Unizet & Bouwplank m'
40.8000 8,990.00
3,986.95
366,792.00
162,667.41
529,459.41 0.4636
6 Dokumentasi ls.
1.0000 150,000.00
150,000.00 -
150,000.00 0.1313
4,125,617.08 3.6122
B Pekerjaan Tanah dan Pasir
1 Galian Tanah u/ Pondasi m3 52.4711
11,296.35 -
592,731.80
592,731.80 0.5190
2 Urugan Tanah Kembali m3 27.5767
5,980.42 -
164,920.23
164,920.23 0.1444
3 Urugan Tanah untuk Leveling Lantai m3 1.9256
27,000.00
8,638.38
51,991.20
16,634.07
68,625.27 0.0601
4 Urugan Pasir Bawah Pondasi dan Lantai m3 2.3490
32,400.00
6,578.46
76,107.60
15,452.81
91,560.41 0.0802
917,837.71 0.8036
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
1,106,030.29
4,211,762.81 3.6877
2 Pasangan Batu Kali kosong m3 10.4090
54,150.00
31,895.57
563,647.35
332,000.99
895,648.34 0.7842
3 Pasangan Bata 1/2 Batu Tasram (1 pc : 3 ps) m2 40.4513
30,285.16
10,764.76
1,225,074.21
435,448.34
1,660,522.55 1.4539
4 Pasangan Bata 1/2 Batu (1 pc : 5 ps) m2 196.3907
25,034.77
9,718.18
4,916,595.49
1,908,560.50
6,825,155.99 5.9758
5 Rolaag Bata (1 pc : 3 ps) m' 10.0000
8,110.51
5,232.87
81,105.07
52,328.67
133,433.74 0.1168
6 Plesteran Dinding (1pc : 5ps) t = 20 mm m2 404.0258
4,339.48
12,133.61
1,753,261.90
4,902,290.13
6,655,552.03 5.8273
7 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
8 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
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 22.7584
JUMLAH
SAT
.
Harga Satuan
Pekerjaan TOTAL BOBOT PEKJ.
Bahan Upah Bahan Upah ( Rp) ( % )
No. URAIAN PEKERJAAN
VOLUM
E
(Rp) (Rp) (Rp) (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
11,964,876.72 10.4760
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
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
JUMLAH
SAT.
Harga Satuan
Pekerjaan TOTAL BOBOT PEKJ.
Bahan Upah Bahan Upah ( Rp) ( % )
No. URAIAN PEKERJAAN
VOLUM
E
(Rp) (Rp) (Rp) (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 -
576,000.00 0.5043
5,939,999.50 5.2008
I Pekerjaan Kaca & Rilling Kayu
1 Kaca Es untuk Boven tebal 5 mm. m2 0.7800
82,000.00
63,960.00 -
63,960.00 0.0560
63,960.00 0.0560
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
SAT.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT PEKJ.
Bahan Upah Bahan Upah ( Rp) ( % )
No. URAIAN PEKERJAAN
VOLUM
E
(Rp) (Rp) (Rp) (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 Kran Air untuk Dapur bh. 1.0000
28,500.00
4,784.34
28,500.00
4,784.34
33,284.34 0.0291
9 Soap Holder Tanam bh. 0.0790
2.0000 25,000.00 20,100.85 50,000.00 40,201.71 90,201.71
10 Bath Up (komplit) ex INA bh. 1.0000
1,250,000.00
124,592.07
1,250,000.00
124,592.07
1,374,592.07 1.2035
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
SAT.
Harga Satuan
Pekerjaan JUMLAH
TOTAL BOBOT PEKJ.
Bahan Upah Bahan Upah ( Rp) ( % )
No. URAIAN PEKERJAAN
VOLUM
E
(Rp) (Rp) (Rp) (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
O Pekerjaan Pembersihan Lokasi
1 Pembersihan Lokasi Akhir Proyek ls 1.0000
200,000.00 -
200,000.00
200,000.00 0.1751
200,000.00 0.1751
TOTAL 76,619,483.28
37,593,156.09
114,212,639.36
100.00
REKAPITULASI RENCANA ANGGARAN BIAYA (FINAL/REAL)
PROYEK : sample
LOKASI : sample
BOBOT JUMLAH NO MACAM PEKERJAAN
(%) (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
25,992,972.47
D Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)
7.2046 8,228,609.43
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
10,895,675.04
N Pekerjaan Perkerasan Jalan
1.1111 1,269,026.51
O Pekerjaan Pembersihan Lokasi
0.1751 200,000.00
100.0000 114,212,639.36
Jumlah Nominal Rp 114,212,639.36
Jasa Konstruksi 10% Rp 11,421,263.94
Jumlah Rp 125,633,903.30
P P N 10% Rp 12,563,390.33
Jumlah Rp 138,197,293.63
Dibulatkan Rp 138,190,000.00
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