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
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
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
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
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
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
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 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. 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 :
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
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) 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. 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
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
(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 :
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 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. 7,250.00 . = Rp. 7,250.00 Total : . = Rp. 23,890.00
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 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 MORANDO SE, BESAR
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
. = 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 DAN JENDELA
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 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 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 RING BALOK
DENGAN PAPAN SENGON
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 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. 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 SKELET 15/15
(1pc : 2ps : 3 Kr)
Bahan dan Upah :
Beton 1.0000 m3 @ Rp.
302,699.59 . = Rp.
302,699.59
@ 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 BALOK 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 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. 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 :
. = 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 BETON
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
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 BLOK
(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
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.
