Contoh RAB lainnya
of 81
Transcript of Contoh RAB lainnya
DAFTAR HARGA SATUAN BAHAN BANGUNAN SAMPLE NO 1 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 JENIS BAHAN BANGUNAN 2 Semen PPC (Gresik) Pasir pasang Pasir urug Tanah urug Kapur Mill Batu kali Batu bata Besi beton Polos U.24 (SNI) Besi beton Ulir U.39 (SNI) Batu split 2-3 cm (pecah manual) Batu split 3-4 cm (pecah manual) Koral 3-4 cm Bendrat Taek wood 3 mm (90 x 210) cm Papan sengon (Bekesting) 2/20 x 200 cm Bambu Dolken Minyak bekesting Paku (rata-rata) Paku Plepet Paku Zeng Lem Kayu Balok kayu Meranti Papan kayu Meranti Balok kayu Jati kelas Politur Papan kayu Jati kelas Politur Balok kayu Bengkirai Papan kayu Bengkirai Balok kayu Kamper Papan kayu Kamper Balok kayu Kruing Papan kayu Kruing Genteng Beton eks Mutiara Nok genteng Beton Eks Mutiara Zeng Datar 90 cm Kaca bening 5 mm (ASAHI MAS) SATUAN 3 /zak /m3 /m3 /m3 /zak /zak /m3 /bh /kg /kg /m3 /m3 /m3 /kg /lembar /lembar /batang /batang /liter /kg /kg /bh /kg /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /m3 /buah /buah /m' /m2 HARGA (Rp.) 4 22,000.00 50,000.00 27,000.00 22,500.00 4,500.00 4,500.00 35,000.00 180.00 4,500.00 5,000.00 90,000.00 67,000.00 50,000.00 8,000.00 45,000.00 3,000.00 4,500.00 4,000.00 8,000.00 7,000.00 8,000.00 150.00 13,000.00 1,200,000.00 1,400,000.00 6,000,000.00 8,000,000.00 2,800,000.00 3,000,000.00 3,200,000.00 3,450,000.00 1,800,000.00 2,000,000.00 2,100.00 4,000.00 24,000.00 60,000.00 KETERANGAN 5 1 zak = 40 Kg
1 zak = 21,5 kg 1 zak = 22 kg
38 39
Kaca Es untuk Boven t = 5 mm Kaca Rayband 50 %, t = 5 mm (ASAHI MAS)
/m2 /m2
70,000.00 85,000.00
No. 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67
JENIS BAHAN BANGUNAN Keramik Lantai setara Hercules 30x30 Keramik dinding Setara Asia 20x25 Keramik Serit (KM/WC) setara Asia 20x20 Keramik assesoris 10x20 Semen grouting Kanstin Abu-abu ukr. 25.25.40 Conblock kelas biasa Tripleks 3 mm (120x240) Eternit Harflex 1x1 m, biasa (Kerang) Eternit Harflex 1x1 m, biasa (Djubesment) Gypsium Board (120x240) cm Calsiboard (120x240) cm List Plafon Gypsium L = 10 Cm Cat kayu eks EMCO (bintang) Cat Catylac Plamur tembok Plamur kayu Thiner Meni besi Meni kayu Amplas Slot dan Handle Pintu (SES) Slot Pintu Kupu tarung (SES) Kunci KM/Wc ex. Alpha Engsel pintu kuningan ukr. 3"x4" (aiwa) Engsel H untuk Daun Jendela (Lokal) Grendel ukuran 8" (RRT) Grendel Jalu untuk Jendela
SATUAN /m2 /m2 /m2 /buah /kg /m' /m2 /lembar /lembar /lembar /lembar /lembar /m' /kg /5 Kg /kg /kg /liter /liter /liter /lembar /bh /bh /bh /ps /ps /bh /bh
HARGA (Rp) 30,000.00 33,000.00 35,000.00 4,000.00 7,500.00 27,400.00 14,000.00 45,000.00 3,500.00 6,000.00 35,000.00 30,000.00 8,000.00 33,000.00 50,000.00 5,800.00 9,700.00 4,500.00 9,000.00 6,000.00 1,250.00 125,000.00 90,000.00 20,000.00 16,900.00 5,000.00 3,200.00 3,000.00
KETERANGAN
68 69 70 71 72 73 74 75 76 77 78 79 80 81 82 83 84 85 86 No. 87 88 89 90 91 92 93 94 95 96 97 98 99 100
Hak angin kuningan ukr. 21 - 30 cm Handle Pintu (u/ pintu Kupu tarung) Closet duduk TOTO Monoblok Closet jongkok Standart Washtafel body standart INA Wallshower Floordrain Avor (kurasan Bak) Bathup Standart INA Keran Air Standart (Rata-rata) Keran Dapur Soap Holder Isolasi Pipa PVC 3/4" eks Wavin Pipa PVC 3" eks Wavin Knee 3/4" Sock 3/4" Tee 3/4" Knee 3" JENIS BAHAN BANGUNAN Sock 3" Tee 3" Lem PVC (tube) Batu Candi ( Andesit) Batu Belah Baut Plate Begel Solar Lis Kayu Roster Kayu 30x 30 Sirlak Spirtus Batu Apung
/bh /ps /set /set /set /set /bh /bh /set /bh /bh /bh /bh /bh /bh /bh /bh /bh /bh
10,900.00 50,000.00
1,000,000.00 74,500.00 200,000.00 50,000.00 10,000.00 5,000.00 1,250,000.00 15,000.00 25,000.00 25,000.00 1,000.00 14,000.00 85,000.00 2,500.00 2,000.00 3,000.00 7,800.00 HARGA SATUAN KETERANGAN (Rp) /bh /bh /bh /m2 /m2 /bh /bh /bh /ltr /m' /bh /kg /ltr /kg 5,000.00 8,200.00 3,500.00 65,000.00 65,000.00 1,500.00 1,000.00 7,500.00 2,300.00 3,000.00 45,000.00 60,000.00 6,000.00 4,000.00
NO.
DAFTAR PEKERJA
SATUAN
UPAH (Rp.) 22,000.00 22,000.00 25,000.00 25,000.00 21,000.00 25,000.00 30,000.00 20,000.00 18,000.00 22,000.00
KET.
1 2 3 4 5 6 7 8 9 10
TUKANG BATU TUKANG KAYU TUKANG BESI TUKANG LISTRIK TUKANG PLAMBING TUKANG KERAMIK TUKANG BIKIN KUSEN TUKANG PAVING BLOK TENAGA TUKANG CAT
Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
per Hari per Hari per Hari per Hari per Hari per Hari per Hari per Hari per Hari per Hari
DAFTAR UPAH BORONGAN/ BAS BORONG DI KABUPATEN SLEMAN BULAN MARET 2005
No
JENIS PEKERJAAN
Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
A. 1 2 3 4 5 6 7 B. 1 2 3 4 5 6 7 8 9
PEKERJAAN PERSIAPAN Uitzet & Bouwplank Pembuatan Direksikit (Tripleks, Zeng, Lt. Rabat Beton) Pembuatan Gudang (Tripleks, Zeng, Lt. Rabat Beton) Pembuatan Brak (Tripleks, Zeng, Lt. Rabat Beton) Pembuatan Pagar Proyek (Balok Kayu & Zeng) Pembuatan Pagar Proyek (Bambu & Gedek/Anyaman Bambu) Pembersihan Lokasi Proyek PEKERJAAN TANAH DAN PASIR Galian Tanah (untuk Pondasi Batu Kali) Galian Tanah (untuk Pondasi Foot Plat) Urugan Tanah Kembali (termasuk Pemadatan) Urugan Tanah (termasuk Pemadatan). Urugan Pasir Urugan Pasir Di Bawah Pondasi ( t = 10 Cm) Urugan Pasir Di Bawah Lantai ( t = 10 Cm) Urugan Sirtu Urugan Splite/Koral Untuk Jalan Lingkungan M3 M3 M3 M3 M3 M2 M2 M2 M2 8,500.00 10,000.00 4,500.00 6,500.00 4,950.00 1,100.00 1,100.00 1,000.00 1,375.00 0 8,500.00 0 10,000.00 0 4,500.00 0 6,500.00 0 4,950.00 0 1,100.00 0 1,100.00 0 1,000.00 0 1,375.00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 11,296.35 13,289.82 5,980.42 8,638.38 6,578.46 1,461.88 1,461.88 1,328.98 1,827.35 M` M2 M2 M2 M` M` M2 3,000.00 36,000.00 36,000.00 30,000.00 5,000.00 5,000.00 2,400.00 0 3,000.00 0 36,000.00 0 36,000.00 0 30,000.00 0 5,000.00 0 5,000.00 0 2,400.00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 3,986.95 47,843.36 47,843.36 39,869.46 6,644.91 6,644.91 3,189.56
No
JENIS PEKERJAAN Sat. Pekj Upah Borongan (Rp) Faktor Alat (%) Upah Langsung (Rp) Over Head (%) Upah Total (Rp)
C. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15
PEKERJAAN PASANGAN DAN PLESTERAN Pasangan Batu Kali Kosong untuk Pondasi Pekerjaan Pondasi Batu Kali Pecah Pasangan Bata 1/2 Batu (Trasram) Pasangan Bata 1/2 Batu Pasangan Rolag Bata (Diatas Pondasi & Kusen) Plesteran Trasram Plesteran Sponengan Sudut (Tembok) Sponengan Beton (pada Kolom. Balok dll.) Penebalan Plesteran Sederhana Penebalan Plesteran Rumit (Lengkung atau sudut > 4sudut) Lantai Kerja (dengan spesi tebal + 3 Cm) Lantai Kerja (dengan Rabat Beton tebal > 4 Cm) Pasang Glass Blok (20/20 atau setara) Pasang Roster Kayu M3 M3 M2 M2 M` M2 M2 M` M` M` M` M2 M2 bh. bh. 24,000.00 35,000.00 7,200.00 6,500.00 3,500.00 8,300.00 8,300.00 2,750.00 3,250.00 7,500.00 11,250.00 3,300.00 5,200.00 1,900.00 1,000.00 0 7.5 12.5 12.5 12.5 10 10 0 0 10 10 0 10 0 0 24,000.00 37,625.00 8,100.00 7,312.50 3,937.50 9,130.00 9,130.00 2,750.00 3,250.00 8,250.00 12,375.00 3,300.00 5,720.00 1,900.00 1,000.00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 31,895.57 50,002.95 10,764.76 9,718.18 5,232.87 12,133.61 12,133.61 3,654.70 4,319.19 10,964.10 16,446.15 4,385.64 7,601.78 2,525.07 1,328.98
D 1 2 3 4 5 6 7 8 9 No
PEKERJAAN ATAP & PLAFOND Kuda-Kuda Kayu ( Bentang < 9 M ) Gording, Jurai, Murplate, Nog. Usuk & Reng Papan Ruiter Lisjplank ( Tunggal ) Lisjplank ( Double ) Wenvir (Kayu Lapis Zeng) Talang (Papan, Zeng, Cat Zeng & Meni Papan) Plafond (Rangka Saja): 100 x 100 JENIS PEKERJAAN Sat. Pekj Upah Borongan (Rp) Faktor Alat (%) Upah Langsung (Rp) Over Head (%) Upah Total (Rp) M3 M3 M2 M` M` M` M` M` M2 450,000.00 430,000.00 4,000.00 1,500.00 7,250.00 14,500.00 5,000.00 7,750.00 7,200.00 35 0 0 0 0 0 0 0 0 607,500.00 430,000.00 4,000.00 1,500.00 7,250.00 14,500.00 5,000.00 7,750.00 7,200.00 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 807,356.63 571,462.31 5,315.93 1,993.47 9,635.12 19,270.24 6,644.91 10,299.61 9,568.67
10 11 12 13 14 15 E 1 2 3
Plafond (Rangka Saja): 80 x 60 Plafond (Rangka Saja): 60 x 60 Plepet ( antar penutup plafond ) Profil Kayu ( Untuk Pertemuan Tembok & Plafond ) Pasang Penutup Plafond saja (Dengan Asbes/Ternit) Pasang Penutup Plafond saja (Dengan Kayu Lapis) PEKERJAAN PENUTUP ATAP Genteng Keramik Genteng "Plentong" Kampung (Standar) Genteng "Kodok"
M2 M2 M` M` M2 M2
11,500.00 13,000.00 1,000.00 1,900.00 1,300.00 1,300.00
0 0 0 0 0 0
11,500.00 13,000.00 1,000.00 1,900.00 1,300.00 1,300.00
32.90 32.90 32.90 32.90 32.90 32.90
15,283.29 17,276.77 1,328.98 2,525.07 1,727.68 1,727.68
M2 M2 M2
6,000.00 7,300.00 10,000.00
17.5 17.5 17.5
7,050.00 8,577.50 11,750.00
32.90 32.90 32.90
9,369.32 11,399.34 15,615.54
4 5 F 1 2 3 4 5 6 7 No
Kerpus Genteng Keramik Kerpus Genteng Kampung PEKERJAAN PENUTUP LANTAI & DINDING Keramik Lantai Keramik Tangga Keramik Dinding Keramik Plin Keramik Assesories Pasang Dinding Batu Alam (Jenis Bt Alam Rata) Pasang Dinding Batu Alam (Jenis Bt Alam Tidak Rata) JENIS PEKERJAAN
M` M`
14,500.00 14,500.00
17.5 17.5
17,037.50 17,037.50
32.90 32.90
22,642.53 22,642.53
M2 M2 M2 M` bh M2 M2
7,400.00 13,800.00 15,000.00 3,400.00 500.00 15,000.00 20,000.00
25 100 100 100 100 200 50
9,250.00 27,600.00 30,000.00 6,800.00 1,000.00 45,000.00 30,000.00
32.90 32.90 32.90 32.90 32.90 32.90 32.90
12,293.08 36,679.91 39,869.46 9,037.08 1,328.98 59,804.19 39,869.46
Sat. Pekj G 1 2 3 4 5 6 7 8 9 PEKERJAAN KUSEN & DAUN PINTU-JENDELA Bikin Kusen Pintu & Jendela (Kayu < Klas 2) Bikin Kusen Pintu & Jendela ( Jati, Ulin, & Setara ) Bikin Krepyak untuk Kusen Pintu dan Jendela Bikin Daun Pintu Panil Bikin Daun Pintu Double Teakwood (Setara) Bikin Daun Jendela ( Tidak Ber Regel/Teler ) Bikin Daun Jendela ( Termasuk Regel/Teler ) Stel Kusen Di Proyek Stel Daun Pintu Panil M3 M3 M3 bh. bh. bh. bh. M3 bh.
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
575,000.00 700,000.00 800,000.00 48,750.00 26,000.00 30,000.00 32,500.00 340,000.00 31,000.00
50 75 75 100 25 50 50 0 0
862,500.00 1,730,000.00 1,620,000.00 128,500.00 32,500.00 45,000.00 48,750.00 340,000.00 31,000.00
32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90
1,146,247.07 2,299,139.05 2,152,951.02 170,774.20 43,191.92 59,804.19 64,787.88 451,853.92 41,198.45
10 11 12 H 1 2 3 4 5 6 7 8 9 10 11 12 No
Stel Daun Pintu Double Teakwood (atau setara) Stel Daun Jendela Stel Daun Jendela BV PEKERJAAN SANITASI & DRAINASI Pasang Closet Jongkok Pasang Closet Duduk - Monoblok Pasang Washtafel Pasang Washtafel & Penyangga Pasang Washbak (Tempat Cuci Piring) Pasang WallShower Pasang Double Hug Pasang Tempat Sabun (di Dinding) Pasang Kran Pasang Stop Kran Pasang Floor Drain Pasang Avor JENIS PEKERJAAN
bh. bh. bh.
27,000.00 25,000.00 18,000.00
0 0 0
27,000.00 25,000.00 18,000.00
32.90 32.90 32.90
35,882.52 33,224.55 23,921.68
Unit Unit Unit Unit Unit Unit bh. bh. bh. bh. bh. bh.
36,300.00 72,600.00 72,600.00 90,750.00 42,350.00 15,125.00 15,125.00 15,125.00 3,600.00 6,000.00 9,000.00 9,000.00
0 0 0 0 0 0 0 0 0 0 0 0
36,300.00 72,600.00 72,600.00 90,750.00 42,350.00 15,125.00 15,125.00 15,125.00 3,600.00 6,000.00 9,000.00 9,000.00
32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90 32.90
48,242.05 96,484.10 96,484.10 120,605.13 56,282.39 20,100.85 20,100.85 20,100.85 4,784.34 7,973.89 11,960.84 11,960.84
Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
13 14 15 16
Bikin Bak Mandi (Standar) Instalasi (PVC) Water Torn) Saluran Air Bersih (PVC diameter: 1' ; 3/4' ; 1/2') Saluran Air Sabun & Air Kotor dengan PVC
Unit Unit M' M'
93,750.00 30,000.00 2,500.00 5,000.00
0 0 0 0
93,750.00 30,000.00 2,500.00 5,000.00
32.90 32.90 32.90 32.90
124,592.07 39,869.46 3,322.46 6,644.91
17 18 19 I 1 2 3 4 5 J 1 2 3 4 5 6 K 1 2 3 No
Bak Kontrol Tertutup (Air Sabun & Air Bersih) Stndar Bikin Sumur Resapan Bikin Septictank PEKERJAAN STRUKTUR BETON & BAJA Besi Untuk Struktur Beton Bertulang Dia < 12 mm Besi Untuk Struktur Beton Bertulang Dia > 12 mm Bekesting Kolom Praktis, Sloof, Ring Balok, dll. Cort Beton Kolom Praktis, Sloof, Ring Balok dll. Perancah Bambu PEKERJAAN CAT ; MELAMIN ; POLITUR Cat Tembok ( 3 Sapuan ) Meni Bidang Kayu Baru Cat Kayu ( 3 Kali Sapuan ) Politur Melamin Cat Genteng, Asbes Gelombang. PERKERASAN JALAN LINGKUNGAN Pasang Makadam / Bt. Kali Pecah (tebal < 28 Cm) Batu Pecah 5/7 (tebal < 15 Cm) Batu Pecah 2/3 (tebal < 6 Cm) JENIS PEKERJAAN
Unit Unit Unit
52,000.00 100,000.00 350,000.00
0 0 0
52,000.00 100,000.00 350,000.00
32.90 32.90 32.90
69,107.07 132,898.21 465,143.74
Kg. Kg. M2 M3 M2
400.00 330.00 1,750.00 35,000.00 3,000.00
17.5 17.5 0 35 0
470.00 387.75 1,750.00 47,250.00 3,000.00
32.90 32.90 32.90 32.90 32.90
624.62 515.31 2,325.72 62,794.40 3,986.95
M2 M2 M2 M2 M2 M2
4,125.00 2,900.00 9,600.00 13,750.00 25,000.00 2,400.00
17.5 10 35 35 35 15
4,846.88 3,190.00 12,960.00 18,562.50 33,750.00 2,760.00
32.90 32.90 32.90 32.90 32.90 32.90
6,441.41 4,239.45 17,223.61 24,669.23 44,853.15 3,667.99
M2 M2 M2
3,300.00 2,000.00 2,000.00
25 25 25
4,125.00 2,500.00 2,500.00
32.90 32.90 32.90
5,482.05 3,322.46 3,322.46
Sat. Pekj
Upah Borongan (Rp)
Faktor Alat (%)
Upah Langsung (Rp)
Over Head (%)
Upah Total (Rp)
4 5 6 7
Sirtu (tebal < 10 Cm) Pasang Conblok Pengasphalan Pasang Kansten
M2 M2 M2 M'
1,600.00 4,600.00 2,500.00 1,900.00
25 0 25 0
2,000.00 4,600.00 3,125.00 1,900.00
32.90 32.90 32.90 32.90
2,657.96 6,113.32 4,153.07 2,525.07
L 1 2 3 4
LISTRIK DAN PENANGKAL PETIR Lampu (piting & Saklar) Stop Kontak. NCB Penangkal Petir 1 speed dgn 2 Arde (Arde maks -5,0M) ttk. ttk. Unit Unit 24,200.00 24,200.00 82,500.00 310,000.00 0 0 0 0 24,200.00 24,200.00 82,500.00 310,000.00 32.90 32.90 32.90 32.90 32,161.37 32,161.37 109,641.02 411,984.45
Besarnya Over Head (OH)
32.90
%
DAFTAR ANALISIS HARGA SATUAN PEKERJAAN (HSP) - TANPA OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE
A 1.
PEKERJAAN PERSIAPAN MOBILISASI Upah : 1.00 ls. @ Rp. 200,000.00 . = Rp. 200,000.00
1M2 PEMBERSIHAN LOKASI 2. PROYEK Upah : 1 M' PEKERJAAN UITZET & 3. BOUWPLANK Bahan : Papan Sengon 0.5500 Balok Kayu 0.0060 Paku 0.0200 Lbr M3 Kg. @ @ @ Rp. Rp. Rp. 3,000.00 1,200,000.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,650.00 7,200.00 140.00 8,990.00 3,000.00 11,990.00 1.00 M2 @ Rp. 2,800.00 . = Rp. 2,800.00
Upah : 1.00
M`
@
Rp.
3,000.00 Total
1 M' PEMAGARAN LOKASI PROYEK
4. Bahan : Zeng 1.2500 Balok Kayu 0.0300 Paku Zeng 12.5000 Paku 0.0200 Lbr M3 bh. Kg. @ @ @ @ Rp. Rp. Rp. Rp. 8,000.00 1,200,000.00 150.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 10,000.00 36,000.00 1,875.00 140.00 48,015.00 5,000.00 53,015.00
Upah : 1.00
M`
@
Rp.
5,000.00 Total
1 M2 PEKERJAAN 5. 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 M3 PEKERJAAN GALIAN TANAH 1. BIASA Untuk Pondasi Batu Kali Upah : 1.0000 m3 @ Rp. 8,500.00 Total . = Rp. . = Rp. 8,500.00 8,500.00
2.
1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate Upah : 1.0000 m3 @ Rp. 10,000.00 Total . = Rp. . = Rp. 10,000.00 10,000.00
1 M3 PEKERJAAN URUGAN TANAH 3. KEMBALI Upah : *) 1.0000 *). Termasuk Pemadatan m3 @ Rp. 4,500.00 Total . = Rp. . = Rp. 4,500.00 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 *). Termasuk Pemadatan
m3
@
Rp.
6,500.00 Total
. = Rp. . = Rp.
6,500.00 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 Total
. = Rp. . = Rp.
4,950.00 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 C 1. PEKERJAAN PASANGAN & PLESTERAN
m3
@
Rp.
1,243.13 Total
. = Rp. . = Rp.
1,243.13 4,483.13
1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan : Batu Kali 1.2000 Semen (pc) 3.0698 Kapur Pasir Pasang 0.6175 m3 zak zak m3 @ Rp. 35,000.00 @ Rp. 22,000.00 @ Rp. 4,500.00 @ Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m3 @ Rp. 37,625.00 Total : . = Rp. . = Rp. 30,873.18 140,408.26 37,625.00 178,033.26 42,000.00 67,535.08 -
2.
1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG Bahan : Batu Kali Pasir Pasang 1.2000 0.4500 m3 m3 @ @ Rp. 35,000.00 . = Rp. . = Rp. 42,000.00
Rp. 27,000.00 . = Rp. Upah : 1.0000 m3 @ Rp. 24,000.00 Total : 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 PC : 3 PS) Bahan : Batu Bata Semen (pc) Kapur Pasir Pasang (Ayak) 77.0000 0.6077 0.0611 bh zak zak m3 @ @ @ @ Rp. 180.00 Rp. 22,000.00 Rp. 4,500.00 Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 8,100.00 Total . = Rp. . = Rp. . = Rp. . = Rp.
12,150.00 54,150.00 24,000.00 78,150.00
3.
13,860.00 13,369.32 3,055.84 30,285.16 8,100.00 38,385.16
4.
1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU (1 PC : 5 PS) Bahan : Batu Bata Semen (pc) Kapur 70.0000 0.4093 bh zak zak @ @ @ Rp. 180.00 Rp. 22,000.00 . = Rp. . = Rp. . = Rp. 12,600.00 9,004.49 -
Rp. 4,500.00 Pasir Pasang (Ayak) 0.0686 m3 @ Rp. 50,000.00 . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 7,312.50 Total 1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS) Bahan : Batu Bata Semen (pc) Pasir Pasang (Ayak) 14.0000 0.2263 0.0122 bh zak m3 @ Rp. @ Rp. @ Rp. 180.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 2,520.00 4,978.82 611.68 8,110.51 3,937.50 . = Rp. . = Rp. 3,430.28 25,034.77 7,312.50 32,347.27
5.
Upah :
1.0000
m'
@ Rp.
3,937.50
Total 6. 1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS), T = 20 MM Bahan : Semen (pc) Kapur Pasir Pasang (Ayak) 0.1428 0.0239 zak zak m3 @ Rp. @ Rp. @ Rp. 22,000.00 4,500.00 50,000.00
. = Rp.
12,048.01
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
3,142.38 1,197.10 4,339.48 9,130.00 13,469.48
Upah :
1.0000
m2
@ Rp.
9,130.00 Total
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 Pasir Pasang (Ayak) 0.0213 zak m3 @ @ Rp. 4,500.00 Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,066.43 5,732.05 9,130.00 14,862.05
Upah :
1.0000
m2
@
Rp. 9,130.00 Total
8.
1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM Bahan : Semen (pc) Kapur Pasir Pasang (Ayak) 0.0943 0.0095 zak zak m3 @ @ @ Rp. 22,000.00 Rp. 4,500.00 Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 2,073.61 473.97 2,547.58 9,130.00 11,677.58
Upah :
1.0000
m2
@
Rp. 9,130.00 Total
9.
1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS ) Bahan : Semen (pc) Kapur (Mill) Pasir Pasang (Ayak) Upah : 0.0249 0.0017 1.0000 zak zak m3 m2 @ @ @ @ Rp. 22,000.00 Rp. 4,500.00 Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 547.39 83.41 630.81 2,750.00
Rp. 2,750.00 Total 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE A Bahan : Semen (pc) Pasir Pasang (Ayak) 0.0071 0.0012 zak m3 @ @ Rp. 22,000.00 Rp. 50,000.00
. = Rp.
3,380.81
10.
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
157.12 59.85 216.97 8,250.00 8,466.97
Upah :
1.0000
m2
@
Rp. 8,250.00 Total
11.
1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan : Semen (pc) Pasir Pasang (Ayak) 0.0114 0.0019 zak m3 @ @ Rp. 22,000.00 Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 251.39 95.77 347.16 8,250.00 8,597.16
Upah :
1.0000
m2
@
Rp. 8,250.00 Total
12.
1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBAL 30 MM Bahan : Semen (pc) 0.3414 Pasir Pasang (Ayak) 0.0458 zak @ m3 @ Rp. Rp. 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 3,300.00 Total . = Rp. . = Rp. 7,510.84 2,289.02 9,799.86 3,300.00 13,099.86
13.
1 M2 PEKERJAAN LANTAI KERJA ( 1 PC : 3 PS : 5 KR) TEBAL 50 MM Bahan : Semen (pc) 0.3047 Pasir 0.0292 Krikil 0.0266 zak @ m3 @ m3 @ Rp. Rp. Rp. 22,000.00 50,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 5,720.00 Total . = Rp. . = Rp. 6,702.65 1,462.40 1,327.76 9,492.80 5,720.00 15,212.80
E 1.
PEKERJAAN PENUTUP LANTAI DAN DINDING 1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30 Bahan : Keramik Lantai Semen (pc) Pasir Semen Grouting 1.1000 0.1730 0.0206 0.1833 m2 zak m3 m3 @ @ @ @ Rp. Rp. Rp. Rp. 30,000.00 22,000.00 50,000.00 7,500.00 . = Rp. . = Rp. . = Rp. . = Rp. 33,000.00 3,805.49 1,030.06 1,375.00
. = Rp. Upah : 1.0000 m2 @ Rp. 9,250.00 Total 2. 1M2 PEKERJAAN PASANGAN KERAMIK KM/WC 20/20 Bahan : Keramik Serit Semen (pc) Pasir Semen Grouting 1.1000 0.1730 0.0206 0.1833 m2 zak m3 m3 @ @ @ @ Rp. Rp. Rp. Rp. 35,000.00 22,000.00 50,000.00 7,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 9,250.00 Total . = Rp. . = Rp. . = Rp. . = Rp.
39,210.55 9,250.00 48,460.55
38,500.00 3,805.49 1,030.06 1,375.00 44,710.55 9,250.00 53,960.55
3.
1M2 PEKERJAAN PASANGAN KERAMIK DINDING Bahan : Keramik Dinding Semen (pc) Pasir Semen Grouting 1.1000 0.1297 0.0155 0.1833 m2 zak m3 m3 @ @ @ @ Rp. Rp. Rp. Rp. 33,000.00 22,000.00 50,000.00 7,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 30,000.00 Total . = Rp. . = Rp. 36,300.00 2,854.12 772.54 1,375.00 41,301.66 30,000.00 71,301.66
4.
1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM Bahan : Keramik Dinding Semen (pc) Pasir Semen Grouting 0.1667 0.0156 0.0019 0.0220 m2 zak m3 m3 @ @ @ @ Rp. Rp. Rp. Rp. 30,000.00 22,000.00 50,000.00 7,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 6,800.00 Total . = Rp. . = Rp. 5,001.00 342.49 92.71 165.00 5,601.20 6,800.00 12,401.20
5.
1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20) CM Bahan : Keramik Assesories Semen (pc) Pasir Semen Grouting 1.1000 0.0021 0.0002 0.0029 bh zak m3 m3 @ @ @ @ Rp. Rp. Rp. Rp. 4,000.00 22,000.00 50,000.00 7,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 1,000.00 Total . = Rp. . = Rp. 4,400.00 45.67 12.36 22.00 4,480.03 1,000.00 5,480.03
6.
1M2 PEKERJAAN BATU ALAM PADA
DINDING Bahan : Batu Alam Semen (pc) Pasir 1.1200 0.1297 0.0155 m2 zak m3 @ @ @ Rp. Rp. Rp. 65,000.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 45,000.00 Total . = Rp. . = Rp. 72,800.00 2,854.12 772.54 76,426.66 45,000.00 121,426.66
7.
1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan : Batu Belah Semen (pc) Pasir 275.0000 0.1297 0.0155 bh zak m3 @ @ @ Rp. Rp. Rp. 500.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 30,000.00 Total . = Rp. . = Rp. 137,500.00 2,854.12 772.54 141,126.66 30,000.00 171,126.66
G 1.
PEKERJAAN RANGKA ATAP & PLAFOND 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING
(Jarak Usuk 40; Jarak Reng 36 cm) Bahan : Balok Kayu 0.0092 Reng Kayu 0.0045 Paku 0.2000 m3 Kg Kg @ @ @ Rp. 2,800,000.00 Rp. 1,800,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 25,872.00 8,188.71 1,400.00 35,460.71 4,000.00 39,460.71
Upah : 1.0000
M2
@
Rp. 4,000.00 Total :
2.
1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 45 cm; Jarak Reng 35 cm) Bahan : Balok Kayu 0.0092 Reng Kayu 0.0064 Paku 0.2000 m3 Kg Kg @ @ @ Rp. 2,800,000.00 Rp. 1,800,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 25,872.00 11,583.00 1,400.00 38,855.00 4,000.00 42,855.00
Upah : 1.0000
M2
@
Rp. 4,000.00 Total :
3.
1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu
m3
@
. = Rp.
3,080,000.00
1.1000 Baut 50.0833 bh @
Rp. 2,800,000.00 Rp. 1,500.00 . = Rp. . = Rp. . = Rp. . = Rp. 75,125.00 3,155,125.00 430,000.00 3,585,125.00
Upah : 1.0000
m3
@
Rp. 430,000.00 Total :
4.
1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20 Bahan : Papan Kayu 0.0044 Paku 0.0200 m3 bh @ @ Rp. 3,000,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 13,200.00 140.00 13,340.00 1,500.00 14,840.00
Upah : 1.0000
m`
@
Rp. 1,500.00 Total :
5.
1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKIRAI 2/25 Bahan : Papan Kayu 0.0055 Paku 0.0200 m3 bh @ @ Rp. 3,000,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 16,500.00 140.00 16,640.00 7,250.00 23,890.00
Upah : 1.0000
m`
@
Rp. 7,250.00 Total :
6.
1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIRAI 2/20; 2/25 Bahan : Papan Kayu 0.0110 Paku 0.0400 m3 bh @ @ Rp. 3,000,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 33,000.00 280.00 33,280.00 14,500.00 47,780.00
Upah : 1.0000
m`
@
Rp. 14,500.00 Total :
7.
1M' PEKERJAAN TALANG ZENG; PAPAN KAYU MERANTI Bahan : Seng BJLS 30 1.1000 Papan Kayu Meranti 0.0176 Paku Seng (Payung) 10.0000 Paku 0.2000 m' m3 buah kg @ @ @ @ Rp. 24,000.00 Rp. 1,400,000.00 Rp. 150.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 26,400.00 24,640.00 1,500.00 1,400.00 53,940.00 7,750.00 61,690.00
Upah : 1.0000
m'
@
Rp. 7,750.00 Total
8.
1 M' PEKERJAAN WENVIR DENGAN SENG Bahan : Seng Papan Kayu Meranti Paku 1.1000 0.0026 0.0200 m' m3 kg @ @ @ Rp. 8,000.00 Rp. 1,400,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 8,800.00 3,640.00 140.00 12,580.00 5,000.00 17,580.00
Upah :
1.0000
m'
@
Rp. 5,000.00 Total
9.
1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM Rangka = 60 x 60 CM Bahan : Gypsum 0.3819 Balok Kayu 0.0136 Paku 0.2000 Paku Plepet 0.0200 m3 m3 Kg Kg @ @ @ @ Rp. 35,000.00 Rp. 1,800,000.00 Rp. 7,000.00 Rp. 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 13,368.06 24,552.00 1,400.00 160.00 39,480.06
Upah : 1.0000
m2
@
Rp. 13,000.00 Total :
. = Rp. . = Rp.
13,000.00 52,480.06
10.
1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP CALSIBOARD Rangka = 100 x 100 CM Bahan : Calsiboard 0.3819 Balok Kayu 0.0092 Paku 0.2000 Paku Plepet 0.0200 m3 m3 Kg Kg @ @ @ @ Rp. 30,000.00 Rp. 1,800,000.00 Rp. 7,000.00 Rp. 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 11,458.33 16,632.00 1,400.00 160.00 29,650.33 7,200.00 36,850.33
Upah : 1.0000
m2
@
Rp. 7,200.00 Total :
11.
1 M' PEKERJAAN LIS GYPSIUM LEBAR : 10 CM Bahan dan Upah : Lis Gypsium L=10 cm 1.0000 m3 m' Rp. 8,000.00 Total : . = Rp. . = Rp. 8,000.00 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. . = Rp. Upah : 1.0000 m2 @ Rp. 7,050.00 Total : . = Rp. . = Rp. 20,790.00 20,790.00 7,050.00 27,840.00
2.
1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA TYPE MORANDO SE, BESAR Bahan :
Genteng Kerpus Semen Pasir
3.3000 0.2601 0.0366
m3 m3 Kg
@ @ @
Rp. Rp. Rp.
4,000.00 22,000.00 50,000.00
. = Rp. . = Rp. . = Rp. . = Rp.
13,200.00 5,722.54 1,831.21 20,753.76 17,037.50 37,791.26
Upah :
1.0000
m2
@
Rp.
17,037.50 Total :
. = Rp. . = Rp.
F 1.
PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu Paku Upah :
1.1000 5.0000 1.0000
m3 Kg m3
@ @ @
Rp. Rp. Rp.
6,000,000.00 7,000.00 1,730,000.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
6,600,000.00 35,000.00 6,635,000.00 1,730,000.00 8,365,000.00
2.
1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu Paku Upah :
0.0087 0.0360 1.0000
m3 Kg m'
@ @ @
Rp. Rp. Rp.
6,000,000.00 7,000.00 12,456.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
52,272.00 252.00 52,524.00 12,456.00 64,980.00
3.
1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan : Papan Kayu Paku Upah :
1.1000 5.0000 1.0000
m3 Kg m3
@ @ @
Rp. Rp. Rp.
8,000,000.00 7,000.00 1,620,000.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
8,800,000.00 35,000.00 8,835,000.00 1,620,000.00 10,455,000.00
4.
1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM Bahan : Papan Kayu Lem
0.0631 0.1500
m3 Kg
@ @
Rp. Rp.
8,000,000.00 8,000.00
. = Rp. . = Rp.
504,800.00 1,200.00
Upah :
1.0000
bh
@
Rp.
184,740.00 Total :
. = Rp. . = Rp. . = Rp.
506,000.00 184,740.00 690,740.00
5.
1 BH DAUN PINTU PANIL 3 X 74 X 200 CM Bahan : Papan Kayu Lem Upah :
0.0488 0.1500 1.0000
m3 Kg bh
@ @ @
Rp. Rp. Rp.
8,000,000.00 8,000.00 179,020.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
390,400.00 1,200.00 391,600.00 179,020.00 570,620.00
6.
1 BH DAUN PINTU PANIL 3 X 61 X 200 CM Bahan : Papan Kayu Lem Upah :
0.0403 0.1500 1.0000
m3 Kg bh
@ @ @
Rp. Rp. Rp.
8,000,000.00 8,000.00 175,620.00 Total :
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
322,400.00 1,200.00 323,600.00 175,620.00 499,220.00
7.
1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0156 0.4725 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 124,800.00 28,350.00 153,150.00 70,000.00 223,150.00
Upah :
1.0000
bh
@
Rp.
70,000.00 Total :
8.
1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0137 0.4500 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 109,600.00 27,000.00 136,600.00 70,000.00
Upah :
1.0000
bh
@
Rp.
70,000.00
Total : 1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0176 0.6750 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00
. = Rp.
206,600.00
9.
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
140,800.00 40,500.00 181,300.00 70,000.00 251,300.00
Upah :
1.0000
bh
@
Rp.
70,000.00 Total :
10.
1 BH ROSTER KAYU 30 X 40 CM Bahan : Roster Kayu 1.0000 bh @ Rp. 45,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 45,000.00 45,000.00 1,000.00 46,000.00
Upah :
1.0000
bh
@
Rp.
1,000.00 Total :
1 M2 PEKERJAAN KACA ES UNTUK 11. BOVEN Bahan dan Upah : Kaca Es 5mm Lis Kayu J 1. 1.0000 4.0000 m2 m' @ @ Rp. Rp. 70,000.00 3,000.00 Total : . = Rp. . = Rp. . = Rp. 70,000.00 12,000.00 82,000.00
PEKERJAAN CAT DAN POLITUR 1 M2 PENGECATAN KAYU BARU Bahan : Cat Kayu 0.2750 Plamur Kayu 0.1375 Dempul Jadi 0.5000 Thiner Kg Kg bh ltr @ @ @ @ Rp. Rp. Rp. 33,000.00 9,700.00 1,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 9,075.00 1,333.75 500.00 1,125.00
0.2500 Amplas 1.0000 lbr @
Rp. Rp.
4,500.00 1,250.00 . = Rp. . = Rp. . = Rp. . = Rp. 1,250.00 13,283.75 12,960.00 26,243.75
Upah : 1.0000
bh
@
Rp.
12,960.00 Total :
2.
1M2 PEKERJAAN MENI BIDANG KAYU BARU Bahan : Menie Jadi 0.2750 kg @ Rp. 6,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 1,650.00 1,650.00 3,190.00 4,840.00
Upah :
1.0000
m2
@
Rp.
3,190.00 Total
3.
1M2 PEKERJAAN PENGECATAN KAYU BARU Bahan dan Upah: Cat-catan Menie 1.0000 1.0000 m2 m2 @ @ Rp. Rp. 26,243.75 4,840.00 Total . = Rp. . = Rp. . = Rp. 26,243.75 4,840.00 31,083.75
4.
1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC (Untuk Eksterior dan Plafon) Bahan : Cat Tembok Catylac Plamur Jadi Amplas 0.1830 0.0460 0.2500 kg kg lbr @ @ @ Rp. Rp. Rp. 10,000.00 5,800.00 1,250.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,830.00 266.80 312.50 2,409.30 4,846.88 7,256.18
Upah :
1.0000
m2
@
Rp.
4,846.88 Total
5.
1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU DAN JENDELA Bahan :
Sirlak Spirtus Batu Apung
0.0275 0.5500 0.3667
kg kg kg
@ @ @
Rp. Rp. Rp.
60,000.00 6,000.00 4,000.00
. = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
1,650.00 3,300.00 1,466.80 6,416.80 18,562.50 24,979.30
Upah : D 1. PEKERJAAN BETON BERTULANG
1.0000
m2
@
Rp.
18,562.50 Total
1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RING BALOK; DGN MOLEN Bahan : Semen (pc) 8.5150 Pasir Beton 0.5450 Kerikil 0.8174 zak @ Rp. 22,000.00 m3 @ Rp. 50,000.00 m3 @ Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m3 @ Rp. 47,250.00 Total . = Rp. . = Rp. 187,329.70 27,247.96 40,871.93 255,449.59 47,250.00 302,699.59
2.
1Kg. PEMBESIAN U-24 (Alat Gunting) Bahan : Besi Beton Bendrat (kawat beton) 1.1000 0.0200 kg kg @ Rp. 4,500.00 @ Rp. 8,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m3 @ Rp. 428.88 Total . = Rp. . = Rp. 4,950.00 160.00 5,110.00 428.88 5,538.88
3.
1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RING BALOK DENGAN PAPAN SENGON Bahan :
Papan sengon Paku
2.7500 0.2000
lbr kg
@ Rp. 3,000.00 @ Rp. 7,000.00
. = Rp. . = Rp. . = Rp.
8,250.00 1,400.00 9,650.00 1,750.00 11,400.00
Upah :
1.0000 m2 @ Rp. 1,750.00 Total
. = Rp. . = Rp.
4.
1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBAL 12 CM Rangka (0,6 x 0,6) m. Bahan : Balok Kayu/ Bambu Paku 55.0000 btg @ Rp. 4,500.00 1.6600 kg @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 ls @ Rp. 24,990.00 Total . = Rp. . = Rp. 247,500.00 11,620.00 259,120.00 24,990.00 284,110.00
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 kg @ Rp. 5,538.88 . = Rp. . = Rp. . = Rp. . = Rp. 302,699.59 553,887.50 57,000.00 913,587.09
Besi Beton U-24 100.0000 Bekesting
5.0000 m2 @ Rp. 11,400.00 Total
6.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKELET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton 1.0000 m3 @ Rp. 302,699.59 Besi Beton U-24 120.0000 kg . = Rp. . = Rp. 302,699.59
@ Rp. 5,538.88 Bekesting 5.0000 m2 @ Rp. 11,400.00 Total . = Rp. . = Rp.
664,665.00 57,000.00 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 kg @ Rp. 5,538.88 . = Rp. . = Rp. . = Rp. . = Rp. 302,699.59 664,665.00 57,000.00 1,024,364.59
Besi Beton U-24 120.0000 Bekesting
5.0000 m2 @ Rp. 11,400.00 Total
8.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton 1.0000 m3 @ Rp. 302,699.59 kg @ Rp. 5,538.88 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 302,699.59 692,359.38 57,000.00 142,055.00 1,194,113.97
Besi Beton U-24 125.0000 Bekesting Perancah Bambu
5.0000 m2 @ Rp. 11,400.00 0.5000 ls @ Rp. 284,110.00 Total
M 1.
PEKERJAAN SANITASI DAN DRAINASI 1 M' PEKERJAAN INSTALASI AIR BERSIH Bahan : Pipa PVC 3/4" Sock Knee Lem PC 0.2750 0.2750 0.1875 0.1000 btg bh bh tube @ @ @ @ Rp. Rp. Rp. Rp. 14,000.00 2,000.00 2,500.00 3,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 3,850.00 550.00 468.75 350.00 5,218.75
Upah :
1.0000
m'
@
Rp.
2,500.00 Total
. = Rp. . = Rp.
2,500.00 7,718.75
2.
1 M' PEKERJAAN INSTALASI AIR KOTOR DAN AIR BEKAS Bahan : Pipa PVC 3" Sock Knee Lem PVC 0.2750 0.2750 0.1875 0.2000 btg bh bh tube @ @ @ @ Rp. Rp. Rp. Rp. 85,000.00 5,000.00 7,800.00 3,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 23,375.00 1,375.00 1,462.50 700.00 26,912.50 5,000.00 31,912.50
Upah :
1.0000
m'
@
Rp.
5,000.00 Total
3.
1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan : Closet Duduk Monoblok 1.0000 set @ Rp. 1,000,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 1,000,000.00 1,000,000.00 72,600.00 1,072,600.00
Upah :
1.0000
unit
@
Rp.
72,600.00 Total
4.
1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan : Closet Jongkok Dudukan closet 1.0000 1.0000 bh ls @ @ Rp. Rp. 74,500.00 25,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 74,500.00 25,000.00 99,500.00 36,300.00 135,800.00
Upah :
1.0000
unit
@
Rp.
36,300.00 Total
5.
1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan : Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. 200,000.00
. = Rp. Upah : 1.0000 unit @ Rp. 72,600.00 Total 6. 1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan : Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp.
200,000.00 72,600.00 272,600.00
50,000.00 50,000.00 15,125.00 65,125.00
Upah : 7.
1.0000
unit
@
Rp.
15,125.00 Total
1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan : Floordrain 1.0000 bh @ Rp. 10,000.00 . = Rp. . = Rp. Upah : 1.0000 unit @ Rp. 9,000.00 Total 1 BH PEKERJAAN PASANG AVOR (KURASAN BAK) Bahan : Avor 1.0000 bh @ Rp. 5,000.00 . = Rp. . = Rp. Upah : 1.0000 unit @ Rp. 9,000.00 Total 1 BH PEKERJAAN KERAN AIR Bahan : Keran Air (rata-rata) Knee 1.0000 1.0000 bh bh @ @ Rp. 15,000.00 Rp. 2,500.00 . = Rp. . = Rp. 15,000.00 2,500.00 . = Rp. . = Rp. 5,000.00 5,000.00 9,000.00 14,000.00 . = Rp. . = Rp. 10,000.00 10,000.00 9,000.00 19,000.00
8.
9.
Isolasi
1.0000
bh
@
Rp. 1,000.00
. = Rp. . = Rp.
1,000.00 18,500.00 3,600.00 22,100.00
Upah :
1.0000
m'
@
Rp. 3,600.00 Total
. = Rp. . = Rp.
10.
1 BH PEKERJAAN KERAN AIR UNTUK DAPUR Bahan : Keran Air (rata-rata) Knee Isolasi 1.0000 1.0000 1.0000 bh bh bh @ @ @ Rp. 25,000.00 Rp. 2,500.00 Rp. 1,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m' @ Rp. 3,600.00 Total 1 BH PEKERJAAN PASANG SOAP HOLDER TANAM Bahan : Soap Holder 1.0000 bh @ Rp. 25,000.00 . = Rp. . = Rp. Upah : 1.0000 unit @ Rp. 15,125.00 Total 1 UNIT PEKERJAAN PASANG BATH UP Bahan : Bath Up 1.0000 set @ Rp. 1,250,000.00 . = Rp. . = Rp. 1,250,000.00 1,250,000.00 . = Rp. . = Rp. 25,000.00 25,000.00 15,125.00 40,125.00 . = Rp. . = Rp. 25,000.00 2,500.00 1,000.00 28,500.00 3,600.00 32,100.00
11.
12.
Upah :
1.0000
unit
@
Rp. 93,750.00 Total
. = Rp. . = Rp.
93,750.00 1,343,750.00
13.
1 UNIT PEKERJAAN BIKIN BAK KONTROL Bahan : Bak Kontrol 1.0000 unit @ Rp. 200,000.00 . = Rp. . = Rp. Upah : 1.0000 ls @ Rp. 52,000.00 Total . = Rp. . = Rp. 200,000.00 200,000.00 52,000.00 252,000.00
14.
1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON Bahan : Sumur Resapan 1.0000 unit @ Rp. 750,000.00 . = Rp. . = Rp. Upah : 1.0000 ls @ Rp. 100,000.00 Total . = Rp. . = Rp. 750,000.00 750,000.00 100,000.00 850,000.00
15.
1 UNIT PEKERJAAN SEPTIC TANK Bahan : Septictank 1.0000 unit @ Rp. 1,500,000.00 . = Rp. . = Rp. Upah : 1.0000 ls @ Rp. 350,000.00 Total . = Rp. . = Rp. 1,500,000.00 1,500,000.00 350,000.00 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 Total
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
17.
1 UNIT PEKERJAAN INSTALASI WATER TORN Bahan + Upah Instalasi water torn 1.0000 unit @ Rp. 1,000,000.00 Total . = Rp. . = Rp. 1,000,000.00 1,000,000.00
M 1.
PEKERJAAN PERKERASAN JALAN 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BLOK (Dengan 2 lapis pondasi) Bahan : Paving Blok Pasir Beton Sirtu Pasir urug Batu Belah 1.1000 m2 0.1200 m3 0.1200 m3 0.1350 m3 0.3000 m3 @ @ @ @ @ Rp. Rp. Rp. Rp. Rp. .= 14,000.00 Rp. .= 50,000.00 Rp. .= 30,000.00 Rp. .= 27,000.00 Rp. .= 35,000.00 Rp. .= Rp. .= Rp. 10,725.00 .= Total Rp. 15,400.00 6,000.00 3,600.00 3,645.00 10,500.00 39,145.00 10,725.00 49,870.00
Upah :
1.0000 m2
@
Rp.
2.
1M' PEKERJAAN KANSTEN (25x25x40) CM Bahan : Kansten Pasir Beton Sirtu Pasir urug 1.1000 m' @ @ @ @ Rp. Rp. Rp. Rp. 27,400.00 50,000.00 30,000.00 27,000.00 .= Rp. .= Rp. .= Rp. .= Rp. 30,140.00 1,500.00 900.00 801.90
0.0300 m3 0.0300 m3 0.0297 m3
Batu Belah
0.0660 m3
@
Rp.
35,000.00
Upah :
1.0000 m2
@
Rp.
.= Rp. .= Rp. .= 3,431.25 Rp. .= Total Rp.
2,310.00 35,651.90 3,431.25 39,083.15
O
PEKERJAAN PEMBERSIHAN AKHIR PROYEK 1 LS PEMBERSIHAN AKHIR PROYEK .= Rp.
1.
Upah :
1.00
ls.
@
Rp.
200,000.00
200,000.00
DAFTAR ANALISIS
HARGA SATUAN PEKERJAAN (HSP) - DENGAN OVER HEAD PROYEK : SAMPLE LOKASI : SAMPLE
A 1.
PEKERJAAN PERSIAPAN MOBILISASI Upah : 1.00 ls. @ Rp. 200,000.00 . = Rp. 200,000.00
1M2 PEMBERSIHAN LOKASI 2. PROYEK Upah : 1.00 1 M' PEKERJAAN UITZET & 3. BOUWPLANK Bahan : Papan Sengon 0.5500 Balok Kayu 0.0060 Paku 0.0200 Lbr m3 Kg. @ @ @ Rp. 3,000.00 Rp. 1,200,000.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,650.00 7,200.00 140.00 8,990.00 3,986.95 12,976.95 m2 @ Rp. 3,189.56 . = Rp. 3,189.56
Upah : 1.00
M`
@
Rp. 3,986.95 Total
4.
1 M' PEMAGARAN LOKASI PROYEK Bahan : Zeng 1.2500 Balok Kayu 0.0300 Paku Zeng 12.5000 Paku 0.0200 Lbr m3 bh. Kg. @ @ @ @ Rp. 8,000.00 Rp. 1,200,000.00 Rp. 150.00 Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 10,000.00 36,000.00 1,875.00 140.00 48,015.00
Upah : 1.00
M`
@
Rp. 6,644.91 Total
. = Rp. . = Rp.
6,644.91 54,659.91
1 M2 PEKERJAAN DIREKSI 5. KIT Bahan & Upah : 1.00 M2 @ Rp. 100,000.00 . = Rp. 100,000.00
1 M2 PEKERJAAN PEMBUATAN BRAK UNTUK 6. GUDANG Bahan & Upah : 1.00 m2 @ Rp. 100,000.00 . = Rp. 100,000.00
7.
ADMINISTRASI DAN DOKUMENTASI Bahan & Upah : 1.00 PEKERJAAN TANAH DAN PASIR 1 M3 PEKERJAAN GALIAN TANAH BIASA Untuk Pondasi Batu Kali Upah : 1.0000 m3 @ Rp. 11,296.35 Total 1 M3 PEKERJAAN GALIAN TANAH s.d. -2 M Untuk Foot Plate Upah : 1.0000 m3 @ Rp. 13,289.82 Total 1 M3 PEKERJAAN URUGAN TANAH KEMBALI Upah : *) 1.0000 *). Termasuk Pemadatan m3 @ Rp. 5,980.42 Total . = Rp. . = Rp. 5,980.42 5,980.42 . = Rp. . = Rp. 13,289.82 13,289.82 . = Rp. . = Rp. 11,296.35 11,296.35 ls. @ Rp. 150,000.00 . = Rp. 150,000.00
B
1.
2.
3.
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 *). Termasuk Pemadatan 1 M3 PEKERJAAN URUGAN PASIR Bahan : Pasir 1.2000
m3 @
Rp.
8,638.38 Total
. = Rp. . = Rp.
8,638.38 35,638.38
5.
m3 @
Rp.
27,000.00
. = Rp.
32,400.00
Upah : 1.0000
m3 @
Rp.
6,578.46 Total
. = Rp. . = Rp.
6,578.46 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 Total
. = Rp. . = Rp.
1,461.88 4,701.88
C 1.
PEKERJAAN PASANGAN & PLESTERAN 1 M3 PEKERJAAN PASANGAN PONDASI BATU KALI PECAH ( 1 PC : 6 PS ) Bahan : Batu Kali Semen (pc) Kapur Pasir Pasang 1.2000 3.0698 0.6175 m3 @ Rp. 35,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 42,000.00 67,535.08 -
zak @ Rp. 22,000.00 zak @ Rp. 4,500.00
m3
@ Rp. 50,000.00 . = Rp.
30,873.18 140,408.26 50,002.95 190,411.22
Upah :
1.0000
m3
@ Rp. 50,002.95 Total :
. = Rp. . = Rp.
2.
1 M3 PEKERJAAN PASANGAN BATU KALI KOSONG Bahan : Batu Kali Pasir Pasang 1.2000 0.4500 m3 m3 @ Rp. 35,000.00 @ Rp. 27,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m3 @ Rp. 31,895.57 Total : 1 M2 PEKERJAAN PASANGAN BATA 1/2 BATU TRASRAM (1 PC : 3 PS) Bahan : Batu Bata Semen (pc) Kapur Pasir Pasang (Ayak) 77.0000 0.6077 0.0611 bh @ Rp. 180.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 10,764.76 Total . = Rp. . = Rp. 13,860.00 13,369.32 3,055.84 30,285.16 10,764.76 41,049.92 . = Rp. . = Rp. 42,000.00 12,150.00 54,150.00 31,895.57 86,045.57
3.
zak @ Rp. 22,000.00 zak @ Rp. 4,500.00 m3 @ Rp. 50,000.00
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) Kapur Pasir Pasang (Ayak)
0.4093 0.0686
zak @ Rp. 22,000.00 zak @ Rp. 4,500.00 m3 @ Rp. 50,000.00
. = Rp. . = Rp. . = Rp. . = Rp.
9,004.49 3,430.28 25,034.77 9,718.18 34,752.95
Upah :
1.0000
m2
@ Rp. 9,718.18 Total
. = Rp. . = Rp.
5.
1 M' PEKERJAAN ROLLAG BATA (1 PC : 3 PS) Bahan : Batu Bata Semen (pc) Pasir Pasang (Ayak) 14.0000 0.2263 0.0122 bh @ Rp. 180.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m' @ Rp. 5,232.87 Total . = Rp. . = Rp. 2,520.00 4,978.82 611.68 8,110.51 5,232.87 13,343.37
zak @ Rp. 22,000.00 m3 @ Rp. 50,000.00
6.
1 M2 PEKERJAAN PLESTERAN (1PC : 5 PS) T = 20 MM Bahan : Semen (pc) Kapur Pasir Pasang (Ayak) 0.1428 0.0239 Upah : 1.0000 Total . = Rp. 7. 1 M2 PEKERJAAN PLESTERAN TRASRAM (1 PC : 3 PS) T = 20 MM Bahan : Semen (pc) 0.2121 16,473.09 m2 @ Rp. . = Rp. 12,133.61 . = Rp. 4,339.48 12,133.61
zak zak m3
@ @ @
Rp. Rp. Rp.
22,000.00 . = Rp. 4,500.00 . = Rp. 50,000.00 . = Rp.
3,142.38 1,197.10
zak @ Rp. 22,000.00
. = Rp. 4,665.62
Kapur Pasir Pasang (Ayak)
- zak @ Rp. m3 0.0213 @ Rp.
4,500.00 . = Rp. . = Rp. 50,000.00 . = Rp. 5,732.05 1,066.43
Upah : 1.0000
m2
@ Rp.
. = Rp. 12,133.61 Total . = Rp. 12,133.61 17,865.65
8.
1 M2 PEKERJAAN PLESTERAN UNTUK BETON (1 PC : 3 PS) T = 6 MM Bahan : Semen (pc) Kapur Pasir Pasang (Ayak) 0.0095
zak @ Rp. 0.0943 - zak @ Rp. m3 @ Rp. 50,000.00
. = Rp. 22,000.00 4,500.00 . = Rp. . = Rp. 473.97 . = Rp. 2,547.58 2,073.61 -
Upah : 1.0000
m2
@ Rp.
. = Rp. 12,133.61 Total . = Rp. 12,133.61 14,681.18
9.
1 M' PEKERJAAN SPONENGAN SUDUT ( 1 PC : 2 PS ) Bahan : Semen (pc) Kapur (Mill) Pasir Pasang (Ayak) 0.0017
zak @ Rp. 0.0249 - zak @ Rp. m3 @ Rp. 50,000.00
. = Rp. 22,000.00 4,500.00 . = Rp. . = Rp. 83.41 . = Rp. 630.81 547.39 -
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 Pasir Pasang (Ayak) 0.0012
zak @ Rp. 22,000.00 m3 @ Rp. 50,000.00
. = Rp. 157.12 . = Rp. 59.85 . = Rp. 216.97
Upah : 1.0000
m2
@ Rp.
. = Rp. 10,964.10 Total . = Rp.
10,964.10 11,181.08
11. 1 M2 PEKERJAAN PENEBALAN PLESTERAN TYPE B Bahan : Semen (pc) 0.0114 Pasir Pasang (Ayak) 0.0019 m3 @ Rp. 50,000.00 . = Rp. 347.16 Upah : 1.0000 m2 @ Rp. . = Rp. 10,964.10 Total . = Rp. 10,964.10 11,311.26 12. 1 M2 PEKERJAAN LANTAI KERJA ( 1PC : 4 PS) TEBAL 30 MM Bahan : Semen (pc) 0.3414 Pasir Pasang (Ayak) 0.0458 m3 @ Rp. 50,000.00 . = Rp. 9,799.86 Upah : 1.0000 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 Pasir 0.0292 m3 @ Rp. 50,000.00 m2 @ Rp. 4,385.64 . = Rp. 4,385.64
zak @ Rp. 22,000.00
. = Rp. 251.39 . = Rp. 95.77
zak @ Rp. 22,000.00
. = Rp. 7,510.84 . = Rp. 2,289.02
zak @ Rp. 22,000.00
. = Rp. 6,702.65 . = 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 1.
PEKERJAAN PENUTUP LANTAI DAN DINDING 1M2 PEKERJAAN PASANGAN KERAMIK LANTAI 30/30 Bahan : Keramik Lantai 1.1000 Semen (pc) 0.1730 Pasir 0.0206 Semen Grouting 0.1833 . = Rp. 39,210.55 Upah : 1.0000 m2 @ Rp. . = Rp. 12,293.08 Total . = Rp. 12,293.08 51,503.63 m3 @ Rp. m3 @ Rp. zak @ Rp. 22,000.00 . = Rp. 50,000.00 7,500.00 . = Rp.
m2
@ Rp. 30,000.00
. = Rp. 33,000.00 . = Rp. 3,805.49 1,030.06 1,375.00
2.
1M2 PEKERJAAN PASANGAN KERAMIK KM/ WC 20X20 CM Bahan : Keramik Serit 1.1000 Semen (pc) 0.1730 Pasir 0.0206 Semen Grouting 0.1833 . = Rp. 44,710.55 Upah : 1.0000 m2 @ Rp. . = Rp. 12,293.08 Total . = Rp. 12,293.08 57,003.63 m3 @ Rp. m3 @ Rp. zak @ Rp. 22,000.00 . = Rp. 50,000.00 7,500.00 . = Rp. 1,030.06 1,375.00
m2
@ Rp. 35,000.00
. = Rp. 38,500.00 . = Rp. 3,805.49
3.
1M2 PEKERJAAN PASANGAN KERAMIK DINDING ASIA 20X25 Bahan : Keramik Dinding 1.1000 Semen (pc) 0.1297 Pasir 0.0155 Semen Grouting 0.1833 . = Rp. 41,301.66 Upah : 1.0000 m2 @ Rp. . = Rp. 39,869.46 Total . = Rp. 39,869.46 81,171.13 m3 @ Rp. m3 @ Rp. zak @ Rp. 22,000.00 . = Rp. 50,000.00 7,500.00 . = Rp. 772.54 1,375.00
m2
@ Rp. 33,000.00
. = Rp. 36,300.00 . = Rp. 2,854.12
4.
1M' PEKERJAAN PASANGAN KERAMIK PLINT T = 12 CM Bahan : Keramik Dinding 0.1667 Semen (pc) 0.0156 Pasir 0.0019 Semen Grouting 0.0220 . = Rp. 5,601.20 Upah : 1.0000 Total . = Rp. 14,638.28 m2 @ Rp. 9,037.08 . = Rp. 9,037.08 m3 @ Rp. m3 @ Rp. zak @ Rp. 22,000.00 . = Rp. 50,000.00 7,500.00 . = Rp. 92.71 165.00
m2
@ Rp. 30,000.00
. = Rp. 5,001.00 . = Rp. 342.49
5.
1 BH PEKERJAAN PASANGAN KERAMIK ASSESORIES (8 X 20) CM Bahan : Keramik Assesories 1.1000 Semen (pc) 0.0021 Pasir 0.0002 m3 @ Rp. 50,000.00 zak @ Rp. 22,000.00 . = Rp. 12.36 . = Rp. 45.67
bh
@ Rp.
4,000.00 . = Rp. 4,400.00
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 Semen (pc) Pasir 1.1200 0.1297 0.0155 m2 zak m3 @ @ @ Rp. Rp. Rp. 65,000.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 59,804.19 Total . = Rp. . = Rp. 72,800.00 2,854.12 772.54 76,426.66 59,804.19 136,230.86
7.
1M2 PEKERJAAN BATU ALAM SUSUN SIRIH PADA PILAR Bahan : Batu Belah Semen (pc) Pasir 275.0000 0.1297 0.0155 bh zak m3 @ @ @ Rp. Rp. Rp. 500.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 39,869.46 Total . = Rp. . = Rp. 137,500.00 2,854.12 772.54 141,126.66 39,869.46 180,996.13
G
PEKERJAAN RANGKA ATAP & PLAFOND 1 M2 PEKERJAAN USUK 5/7 KY. BANGKIRAI RENG 2/3 KY. KRUING (Jarak Usuk 40; Jarak Reng 36 cm) Bahan :
1.
Balok Kayu 0.0092 Reng Kayu 0.0045 Paku 0.2000
m3 Kg Kg
@ Rp. 2,800,000.00 @ Rp. 1,800,000.00 @ Rp. 7,000.00
. = Rp. . = Rp. . = Rp. . = Rp.
25,872.00 8,188.71 1,400.00 35,460.71 5,315.93 40,776.64
Upah : 1.0000
M2
@ Rp. 5,315.93 Total :
. = Rp. . = Rp.
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 Reng Kayu 0.0064 Paku 0.2000 m3 Kg Kg @ Rp. 2,800,000.00 @ Rp. 1,800,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 M2 @ Rp. 5,315.93 Total : . = Rp. . = Rp. 25,872.00 11,583.00 1,400.00 38,855.00 5,315.93 44,170.93
3.
1 M3 PEKERJAAN GORDING, NOG, JURAI, MURPLATE. KAYU BANGKIRAI 8/12 Bahan : Balok Kayu 1.1000 Baut 50.0833 m3 bh @ Rp. 2,800,000.00 @ Rp. 1,500.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m3 @ Rp. 571,462.31 Total : . = Rp. . = Rp. 3,080,000.00 75,125.00 3,155,125.00 571,462.31 3,726,587.31
4.
1 M` PEKERJAAN PAPAN RUITER KAYU BANGKIRAI 2/20 Bahan : Papan Kayu 0.0044 Paku 0.0200 m3 bh @ Rp. 3,000,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m` @ Rp. 1,993.47 Total : 1 M` PEKERJAAN PAPAN LISJPLANK TUNGGAL KAYU BANGKIRAI 2/25 Bahan : Papan Kayu 0.0055 Paku 0.0200 m3 bh @ Rp. 3,000,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m` @ Rp. 9,635.12 Total : . = Rp. . = Rp. 16,500.00 140.00 16,640.00 9,635.12 26,275.12 . = Rp. . = Rp. 13,200.00 140.00 13,340.00 1,993.47 15,333.47
5.
6.
1 M` PEKERJAAN PAPAN LISJPLANK DOUBLE KAYU BANGKIRAI 2/20; 2/25 Bahan : Papan Kayu 0.0110 Paku 0.0400 m3 bh @ Rp. 3,000,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. Upah : 1.0000 m` @ Rp. 19,270.24 Total : . = Rp. . = Rp. 33,000.00 280.00 33,280.00 19,270.24 52,550.24
7.
1M' PEKERJAAN TALANG ZENG; PAPAN KAYU
MERANTI Bahan : Seng BJLS 30 1.1000 Papan Kayu Meranti 0.0176 m' m3 @ Rp. 24,000.00 @ Rp. 1,400,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m' @ Rp. 10,299.61 Total 1 M' PEKERJAAN WENVIR DENGAN SENG Bahan : Seng Papan Kayu Meranti Paku 1.1000 0.0026 0.0200 m' m3 kg @ Rp. 8,000.00 @ Rp. 1,400,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m' @ Rp. 6,644.91 Total 1 M2 PEKERJAAN RANGKA PLAFOND KY KRUING - PENUTUP GYPSUM Rangka = 60 x 60 CM Bahan : Gypsum 0.3819 Balok Kayu 0.0136 Paku 0.2000 Paku Plepet m3 m3 Kg Kg @ Rp. 35,000.00 @ Rp. 1,800,000.00 @ Rp. 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 13,368.06 24,552.00 1,400.00 . = Rp. . = Rp. 8,800.00 3,640.00 140.00 12,580.00 6,644.91 19,224.91 . = Rp. . = Rp. 26,400.00 24,640.00 1,500.00 140.00 52,680.00 10,299.61 62,979.61
Paku Seng (Payung) 10.0000 buah @ Rp. 150.00 Paku 0.0200 kg @ Rp. 7,000.00
8.
9.
0.0200
@ Rp. 8,000.00 . = Rp.
160.00 39,480.06 17,276.77 56,756.82
Upah : 1.0000
m2
@ Rp. 17,276.77 Total :
. = Rp. . = Rp.
1 M2 PEKERJAAN RANGKA PLAFOND - PENUTUP 10. CALSIBOARD Rangka = 100 x 100 CM Bahan : Calsiboard 0.3819 Balok Kayu 0.0092 Paku 0.2000 Paku Plepet 0.0200 m3 m3 Kg Kg @ Rp. 30,000.00 @ Rp. 1,800,000.00 @ Rp. 7,000.00 @ Rp. 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 9,568.67 Total : . = Rp. . = Rp. 11,458.33 16,632.00 1,400.00 160.00 29,650.33 9,568.67 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 Total : H 1. PEKERJAAN PENUTUP ATAP 1 M2 PEKERJAAN PENUTUP ATAP GENTENG KERAMIK SOKKA TYPE MORANDO SE Bahan : Genteng Keramik 9.9000 bh @ Rp. 2,100.00 . = Rp. . = Rp. 20,790.00 20,790.00 . = Rp. . = Rp. 8,000.00 8,000.00
Upah :
1.0000
m2 @ Rp.
9,369.32 Total :
. = Rp. . = Rp.
9,369.32 30,159.32
2.
1 M' PEKERJAAN KERPUS GENTENG KERAMIK SOKKA Bahan : Genteng Kerpus Semen Pasir 3.3000 0.2601 0.0366 m3 @ Rp. m3 @ Rp. Kg @ Rp. 4,000.00 22,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 22,642.53 Total : . = Rp. . = Rp. 13,200.00 5,722.54 1,831.21 20,753.76 22,642.53 43,396.29
F 1.
PEKERJAAN KUSEN DAN DAUN PINTU JENDELA 1 M3 PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu Paku 1.1000 5.0000 m3 Kg @ @ Rp. Rp. 6,000,000.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 6,600,000.00 35,000.00 6,635,000.00 2,299,139.05 8,934,139.05
Upah :
1.0000
m3
@
Rp.
2,299,139.05 Total :
2.
1 M' PEKERJAAN KUSEN KAYU JATI KELAS POLITUR 6/12 Bahan : Balok Kayu Paku 0.0087 0.0360 m3 Kg @ @ Rp. Rp. 6,000,000.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 52,272.00 252.00 52,524.00 16,553.80 69,077.80
Upah :
1.0000
m'
@
Rp.
16,553.80 Total :
3.
1 M3 PEKERJAAN KREPYAK KAYU JATI UNTUK KUSEN Bahan : Papan Kayu Paku 1.1000 5.0000 m3 Kg @ @ Rp. Rp. 8,000,000.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 8,800,000.00 35,000.00 8,835,000.00 2,152,951.02 10,987,951.02
Upah :
1.0000
m3
@
Rp.
2,152,951.02 Total :
4.
1 BH DAUN PINTU PANIL 3,5 X 82 X 200 CM Bahan : Papan Kayu Lem 0.0631 0.1500 m3 Kg @ @ Rp. Rp. 8,000,000.00 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 504,800.00 1,200.00 506,000.00 245,516.15 751,516.15
Upah :
1.0000
bh
@
Rp.
245,516.15 Total :
5.
1 BH DAUN PINTU PANIL 3 X 74 X 200 CM Bahan : Papan Kayu Lem 0.0488 0.1500 m3 Kg @ @ Rp. Rp. 8,000,000.00 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 390,400.00 1,200.00 391,600.00 237,914.38 629,514.38
Upah :
1.0000
bh
@
Rp.
237,914.38 Total :
6.
1 BH DAUN PINTU PANIL 3 X 61 X 200 CM Bahan : Papan Kayu Lem 0.0403 0.1500 m3 Kg @ @ Rp. Rp. 8,000,000.00 8,000.00 . = Rp. . = Rp. 322,400.00 1,200.00
. = Rp. Upah : 7. 1.0000 bh @ Rp. 233,395.84 Total : . = Rp. . = Rp.
323,600.00 233,395.84 556,995.84
1 BH DAUN JENDELA 52 X 150 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0156 0.4725 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00 .= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp. 124,800.00 28,350.00 153,150.00 93,028.75 246,178.75
Upah :
1.0000
bh
@
Rp.
93,028.75
8.
1 BH DAUN JENDELA 62 X 116 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0137 0.4500 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00 .= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp. 109,600.00 27,000.00 136,600.00 93,028.75 229,628.75
Upah :
1.0000
bh
@
Rp.
93,028.75
9.
1 BH DAUN JENDELA 62 X 166 CM; KAYU JATI POLITUR Bahan : Ram Kayu 3,5 cm Kaca Bening 5 mm 0.0176 0.6750 m3 m2 @ @ Rp. Rp. 8,000,000.00 60,000.00 .= Rp. .= Rp. .= Rp. .= Rp. .= Total : Rp. 140,800.00 40,500.00 181,300.00 93,028.75 274,328.75
Upah :
1.0000
bh
@
Rp.
93,028.75
10.
1 BH ROSTER KAYU 30 X 40 CM
Bahan : Roster Kayu 1.0000 bh @ Rp. 45,000.00 .= Rp. .= Rp. .= Rp. .= Total : Rp. 45,000.00 45,000.00 1,328.98 46,328.98
Upah :
1.0000
bh
@
Rp.
1,328.98
11.
1 M2 PEKERJAAN KACA ES UNTUK BOVEN Bahan dan Upah : Kaca Es 5mm Lis Kayu 1.0000 4.0000 m2 m' @ @ Rp. Rp. 70,000.00 3,000.00 .= Rp. .= Rp. .= Total : Rp. 70,000.00 12,000.00 82,000.00
J 1.
PEKERJAAN CAT DAN POLITUR 1 M2 PENGECATAN KAYU BARU Bahan : Cat Kayu Plamur Kayu Dempul Jadi Thiner Amplas 0.2750 0.1375 0.5000 0.2500 1.0000 Kg Kg bh ltr lbr @ @ @ @ @ Rp. 33,000.00 Rp. 9,700.00 Rp. 1,000.00 Rp. 4,500.00 Rp. 1,250.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 9,075.00 1,333.75 500.00 1,125.00 1,250.00 13,283.75 17,223.61 30,507.36
Upah :
1.0000
bh
@
Rp. 17,223.61 Total :
2.
1M2 PEKERJAAN MENI BIDANG KAYU BARU Bahan : Menie Jadi Upah : 0.2750 1.0000 kg m2 @ @ Rp. 6,000.00 Rp. . = Rp. . = Rp. . = Rp. 1,650.00 1,650.00 4,239.45
4,239.45 Total 1M2 PEKERJAAN PENGECATAN KAYU BARU Bahan dan Upah: Cat-catan Menie 1.0000 1.0000 m2 m2 @ @ Rp. 30,507.36 Rp. 5,889.45 Total 4. 1M2 PEKERJAAN PENGECATAN TEMBOK DGN CAT CATYLAC (Untuk Dinding dan Plafon) Bahan : Cat Tembok Catylac Plamur Jadi Amplas 0.1830 0.0460 0.2500 kg kg lbr @ @ @ Rp. 10,000.00 Rp. 5,800.00 Rp. 1,250.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,830.00 266.80 312.50 2,409.30 6,441.41 8,850.71 . = Rp. . = Rp. . = Rp. 30,507.36 5,889.45 36,396.81 . = Rp. 5,889.45
3.
Upah :
1.0000
m2
@
Rp. 6,441.41 Total
5.
1M2 PEKERJAAN POLITUR UNTUK KUSEN DAN DAUN PINTU DAN JENDELA Bahan : Sirlak Spirtus Batu Apung 0.0275 0.5500 0.3667 kg kg kg @ @ @ Rp. 60,000.00 Rp. 6,000.00 Rp. 4,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 1,650.00 3,300.00 1,466.80 6,416.80 24,669.23 31,086.03
Upah : D 1. PEKERJAAN BETON BERTULANG
1.0000
m2
@
Rp. 24,669.23 Total
1M3 PEKERJAAN COR BETON UNTUK SLOOF, SKELET DAN RING BALOK; DGN MOLEN Bahan : Semen (pc)
8.5150
zak
Rp.
. = Rp.
187,329.70
@ Pasir Beton Kerikil 0.5450 0.8174 m3 m3 @ @ Rp. Rp.
22,000.00 50,000.00 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 27,247.96 40,871.93 255,449.59 62,794.40 318,244.00
Upah :
1.0000
m3
@
Rp.
62,794.40 Total
2.
1Kg. PEMBESIAN U-24 (Alat Gunting) Bahan : Besi Beton Bendrat (kawat beton) 1.1000 0.0200 kg kg @ @ Rp. Rp. 4,500.00 8,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 4,950.00 160.00 5,110.00 569.97 5,679.97
Upah :
1.0000
m3
@
Rp.
569.97 Total
3.
1M2 PEKERJAAN BEKESTING UNTUK SKELET, SLOOF DAN RING BALOK DENGAN PAPAN SENGON Bahan : Papan sengon Paku 2.7500 0.2000 lbr kg @ @ Rp. Rp. 3,000.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 8,250.00 1,400.00 9,650.00 2,325.72 11,975.72
Upah :
1.0000
m2
@
Rp.
2,325.72 Total
4.
1 LS PERANCAH BETON DARI BAMBU UNTUK 1M3 PLAT TEBAL 12 CM Rangka (0,6 x 0,6) m. Bahan : Balok Kayu/ Bambu Paku 55.0000 1.6600 btg kg @ @ Rp. Rp. 4,500.00 7,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 247,500.00 11,620.00 259,120.00 33,211.26
Upah :
1.0000
ls
@
Rp.
33,211.26
Total
. = Rp.
292,331.26
5.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SLOOF 15/20 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton Besi Beton U-24 Bekesting 1.0000 100.0000 5.0000 m3 kg m2 @ @ @ Rp. Rp. Rp. 318,244.00 5,679.97 11,975.72 Total . = Rp. . = Rp. . = Rp. . = Rp. 318,244.00 567,996.72 59,878.59 946,119.31
6.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK SKELET 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton Besi Beton U-24 Bekesting 1.0000 120.0000 5.0000 m3 kg m2 @ @ @ Rp. Rp. Rp. 318,244.00 5,679.97 11,975.72 Total . = Rp. . = Rp. . = Rp. . = Rp. 318,244.00 681,596.06 59,878.59 1,059,718.65
7.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK BALOK RING 15/15 (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton Besi Beton U-24 Bekesting 1.0000 120.0000 5.0000 m3 kg m2 @ @ @ Rp. Rp. Rp. 318,244.00 5,679.97 11,975.72 Total . = Rp. . = Rp. . = Rp. . = Rp. 318,244.00 681,596.06 59,878.59 1,059,718.65
8.
1 M3 PEKERJAAN STRUKTUR BETON BERTULANG UNTUK CANOPY (1pc : 2ps : 3 Kr) Bahan dan Upah : Beton Besi Beton U-24 Bekesting 1.0000 125.0000 5.0000 m3 kg m2 @ @ Rp. Rp. Rp. 318,244.00 5,679.97 . = Rp. . = Rp. . = Rp. 318,244.00 709,995.90 59,878.59
@ Perancah Bambu M 0.5000 ls @ Rp.
11,975.72 292,331.26 Total . = Rp. . = Rp. 146,165.63 1,234,284.12
PEKERJAAN SANITASI DAN DRAINASI 1 M' PEKERJAAN INSTALASI AIR BERSIH Bahan : Pipa PVC 3/4" Sock Knee Lem PC 0.2750 0.2750 0.1875 0.2000 btg bh bh tube @ @ @ @ Rp. Rp. Rp. Rp. 14,000.00 2,000.00 2,000.00 3,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 3,850.00 550.00 375.00 700.00 5,475.00 3,322.46 8,797.46
1.
Upah :
1.0000
m'
@
Rp.
3,322.46 Total
2.
1 M' PEKERJAAN INSTALASI AIR KOTOR Bahan : Pipa PVC 3" Sock Knee Lem PC 0.2750 0.2750 0.1875 0.2000 btg bh bh tube @ @ @ @ Rp. Rp. Rp. Rp. 85,000.00 5,000.00 7,800.00 3,500.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 23,375.00 1,375.00 1,462.50 700.00 26,912.50 6,644.91 33,557.41
Upah :
1.0000
m'
@
Rp.
6,644.91 Total
3.
1 UNIT PEKERJAAN PASANG CLOSET DUDUK Bahan : Closet Duduk 1.0000 set @ Rp. 1,000,000.00 . = Rp. . = Rp. 1,000,000.00 1,000,000.00
Upah :
1.0000
unit
@
Rp.
96,484.10 Total
. = Rp. . = Rp.
96,484.10 1,096,484.10
4.
1 UNIT PEKERJAAN PASANG CLOSET JONGKOK Bahan : Closet Jongkok Dudukan closet 1.0000 1.0000 bh ls @ @ Rp. Rp. 74,500.00 25,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 74,500.00 25,000.00 99,500.00 48,242.05 147,742.05
Upah :
1.0000
unit
@
Rp.
48,242.05 Total
5.
1 UNIT PEKERJAAN PASANG WASHTAFEL Bahan : Washtafel 1.0000 set @ Rp. 200,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 200,000.00 200,000.00 96,484.10 296,484.10
Upah :
1.0000
unit
@
Rp.
96,484.10 Total
6.
1 UNIT PEKERJAAN PASANG WALL SHOWER Bahan : Wallshower 1.0000 set @ Rp. 50,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 50,000.00 50,000.00 21,125.00 71,125.00
Upah : 7.
1.0000
unit
@
Rp.
21,125.00 Total
1 BH PEKERJAAN PASANG FLOOR DRAIN Bahan : Floordrain 1.0000 bh @ Rp. 10,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 10,000.00 10,000.00 11,960.84 21,960.84
Upah :
1.0000
unit
@
Rp. 11,960.84 Total
8.
1 BH PEKERJAAN PASANG AVOR (KURASAN
BAK) Bahan : Avor 1.0000 bh @ Rp. 5,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 5,000.00 5,000.00 11,960.84 16,960.84
Upah :
1.0000
unit
@
Rp. 11,960.84 Total
9.
1 BH PEKERJAAN KERAN AIR Bahan : Keran Air (rata-rata) Knee Isolasi 1.0000 1.0000 1.0000 bh bh bh @ @ @ Rp. 15,000.00 Rp. 2,500.00 Rp. 1,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 15,000.00 2,500.00 1,000.00 18,500.00 4,784.34 23,284.34
Upah :
1.0000
m'
@
Rp. 4,784.34 Total
1 BH PEKERJAAN KERAN AIR UNTUK 10. DAPUR Bahan : Keran Air (rata-rata) Knee Isolasi 1.0000 1.0000 1.0000 bh bh bh @ @ @ Rp. 25,000.00 Rp. 2,500.00 Rp. 1,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. 25,000.00 2,500.00 1,000.00 28,500.00 4,784.34 33,284.34
Upah :
1.0000
m'
@
Rp. 4,784.34 Total
1 BH PEKERJAAN PASANG SOAP HOLDER 11. TANAM Bahan : Soap Holder 1.0000 bh @ Rp. 25,000.00 . = Rp. . = Rp. 25,000.00 25,000.00
Upah :
1.0000
bh
@
Rp. 20,100.85 Total
. = Rp. . = Rp.
20,100.85 45,100.85
1 UNIT PEKERJAAN PASANG BATH 12. UP Bahan : Bath Up 1.0000 set @ Rp. 1,250,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 1,250,000.00 1,250,000.00 124,592.07 1,374,592.07
Upah :
1.0000
unit
@
Rp. 124,592.07 Total
1 UNIT PEKERJAAN BIKIN BAK 13. KONTROL Bahan : Bak Kontrol 1.0000 unit @ Rp. 200,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 200,000.00 200,000.00 73,125.00 273,125.00
Upah :
1.0000
ls
@
Rp. 73,125.00 Total
14.
1 UNIT PEKERJAAN SUMUR RESAPAN DENGAN BUIS BETON Bahan : Sumur Resapan 1.0000 unit @ Rp. 750,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 750,000.00 750,000.00 132,898.21 882,898.21
Upah :
1.0000
ls
@
Rp. 132,898.21 Total
15.
1 UNIT PEKERJAAN SEPTIC TANK Bahan : Septic tank 1.0000 unit @ Rp. 1,500,000.00 . = Rp. . = Rp. . = Rp. . = Rp. 1,500,000.00 1,500,000.00 465,143.74 1,965,143.74
Upah :
1.0000
ls
@
Rp. 465,143.74 Total
16.
1 UNIT PEKERJAAN INSTALASI SUMUR AIR BERSIH + POMPA Bahan + Upah Instalasi sumur air bersih + pompa
1.0000
unit
@
Rp. 1,000,000.00 Total
. = Rp. . = Rp.
1,000,000.00 1,000,000.00
1 UNIT PEKERJAAN INSTALASI WATER 17. TORN Bahan + Upah Instalasi water torn M 1. PEKERJAAN PERKERASAN JALAN 1M2 PEKERJAAN PERKERASAN JALAN DENGAN PAVING BLOCK (Dengan 2 lapis pondasi) Bahan : Paving Blok Pasir Beton Sirtu Pasir urug Batu Belah 1.1000 m2 @ 0.1200 m3 @ 0.1200 m3 @ 0.1350 m3 @ 0.3000 m3 @ Rp. Rp. Rp. Rp. Rp. 14,000.00 50,000.00 30,000.00 27,000.00 35,000.00 . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. . = Rp. Upah : 1.0000 m2 @ Rp. 14,253.33 Total 1M' PEKERJAAN KANSTEN (25x25x40) CM Bahan : Kansten Pasir Beton Sirtu 1.1000 m' @ Rp. Rp. Rp. 27,400.00 50,000.00 30,000.00 . = Rp. . = Rp. . = Rp. 30,140.00 1,500.00 900.00 . = Rp. . = Rp. 15,400.00 6,000.00 3,600.00 3,645.00 10,500.00 39,145.00 14,253.33 53,398.33 1.0000 unit @ Rp. 1,000,000.00 Total . = Rp. . = Rp. 1,000,000.00 1,000,000.00
2.
0.0300 m3 @ 0.0300 m3 @
Pasir urug Batu Belah
0.0297 m3 @ 0.0660 m3 @
Rp. Rp.
27,000.00 35,000.00
. = Rp. . = Rp. . = Rp.
801.90 2,310.00 35,651.90 4,560.07 40,211.97
Upah :
1.0000 m2 @
Rp.
4,560.07 Total
. = Rp. . = Rp.
O
PEKERJAAN PEMBERSIHAN AKHIR PROYEK 1 LS PEMBERSIHAN AKHIR PROYEK
1.
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 HEADPROYEK : sample LOKASI : sample Harga Satuan Pekerjaan VOLUME Bahan(Rp)
JUMLAHBahan(Rp)
No.
URAIAN PEKERJAAN
SAT.
TOTALUpah(Rp)
BOBOT(%)
PEKJ.
Upah(Rp)
( Rp)
A1 2 3 4 5 6
Pekerjaan PersiapanMobilisasi Direksikit (2,5x2,5) m Gudang (4x3) m Pemagaran Proyek Unizet & Bouwplank Dokumentasi ls. m2 m2 m' m' ls. 1.0000 6.2500 12.0000 26.0000 40.8000 1.0000 100,000.00 100,000.00 48,015.00 8,990.00 150,000.00 5,000.00 3,000.00 200,000.00 625,000.00 1,200,000.00 1,248,390.00 366,792.00 150,000.00 130,000.00 122,400.00 200,000.00 200,000.00 625,000.00 1,200,000.00 1,378,390.00 489,192.00 150,000.00 4,042,582.00 0.1904 0.5951 1.1426 1.3125 0.4658 0.1428 3.8493
B1 2 3 4
Pekerjaan Tanah dan PasirGalian Tanah u/ Pondasi Urugan Tanah Kembali Urugan Tanah untuk Leveling Lantai Urugan Pasir Bawah Pondasi dan Lantai m3 m3 m3 m3 52.4711 27.5767 1.9256 2.3490 27,000.00 32,400.00 8,500.00 4,500.00 6,500.00 4,950.00 51,991.20 76,107.60 446,004.35 124,095.15 12,516.40 11,627.55 446,004.35 124,095.15 64,507.60 87,735.15 722,342.25 0.4247 0.1182 0.0614 0.0835 0.6878
C1 2 3 4 5 6 7 8 9
Pekerjaan Pasangan & PlesteranPasangan Batu Kali Pecah (1 pc. : 6 ps.) Pasangan Batu Kali kosong Pasangan Bata 1/2 Batu Tasram (1 pc. : 3 ps.) Pasangan Bata 1/2 Batu (1 pc. : 5 ps.) Rolaag Bata (1 pc. : 3 ps.) Plesteran Dinding (1pc : 5ps) t = 20 mm Plesteran Trasram (1pc : 3ps) t = 20 mm Plesteran Trasram (1pc : 3ps) t = 6 mm Sponengan sudut ( 1pc. : 2 ps.) m3 m3 m2 m2 m' m2 m2 m2 m' 22.1193 10.4090 40.4513 196.3907 10.0000 404.0258 73.3026 47.6000 433.2800 140,408.26 54,150.00 30,285.16 25,034.77 8,110.51 4,339.48 5,732.05 2,547.58 630.81 37,625.00 24,000.00 8,100.00 7,312.50 3,937.50 9,130.00 9,130.00 9,130.00 2,750.00 3,105,732.51 563,647.35 1,225,074.21 4,916,595.49 81,105.07 1,753,261.90 420,173.92 121,264.63 273,315.49 832,238.66 249,816.00 327,655.53 1,436,106.99 39,375.00 3,688,755.55 669,252.74 434,588.00 1,191,520.00 3,937,971.18 813,463.35 1,552,729.74 6,352,702.49 120,480.07 5,442,017.45 1,089,426.66 555,852.63 1,464,835.49 3.7496 0.7746 1.4785 6.0489 0.1147 5.1818 1.0373 0.5293 1.3948
10 11 12
Penebalan Plesteran type A Penebalan Plesteran type B Lantai Kerja untuk Lantai
m' m' m2
31.5000 10.6000 74.5000
216.97 347.16 9,492.80
8,250.00 8,250.00 5,720.00
6,834.68 3,679.88 707,213.90
259,875.00 87,450.00 426,140.00
266,709.68 91,129.88 1,133,353.90 22,820,672.53
0.2540 0.0868 1.0792 21.7293
No.
URAIAN PEKERJAAN
SAT.
Harga Satuan Pekerjaan VOLUME Bahan(Rp)
JUMLAHBahan(Rp)
TOTALUpah(Rp)
BOBOT(%)
PEKJ.
Upah(Rp)
( Rp)
D1 1 2 3 4
Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.)Beton Bertulang untuk Sloof Beton Bertulang untuk Kolom Praktis (Skelet) Beton Bertulang untuk Ring Balok Beton Bertulang untuk Ring Balok Gunung-gunung Beton Bertulang untuk Luifel/ Canopy m3 m3 m3 m3 m3 2.2830 1.9125 1.4940 1.7387 0.4992 814,699.59 916,899.59 916,899.59 916,899.59 1,072,009.59 98,887.50 107,465.00 107,465.00 107,465.00 122,104.38 1,859,959.17 1,753,570.47 1,369,847.99 1,594,213.32 535,147.19 225,760.16 205,526.81 160,552.71 186,849.40 60,954.50 2,085,719.33 1,959,097.28 1,530,400.70 1,781,062.71 596,101.69 7,952,381.72 1.9860 1.8654 1.4572 1.6959 0.5676 7.5721
E1 2 3 3 4 5 6
Pekerjaan Penutup Lantai dan DindingKeramik Lantai 30/ 30 Eks IKAD Keramik Lantai Km/Wc Eks Asia Keramik Dinding Dapur dan Km/Wc Eks Asia Keramik Plint t = 12 cm Batu Belah Susun Sirih untuk pilar teras Batu Alam penutup dinding Keramik Assesoris Km/Wc m2 m2 m2 m' m2 m2 pcs. 68.5000 6.0000 31.8080 39.7000 16.0000 12.5565 56.0000 39,210.55 44,710.55 41,301.66 5,601.20 141,126.66 76,426.66 4,480.03 9,250.00 9,250.00 30,000.00 6,800.00 30,000.00 45,000.00 1,000.00 2,685,922.62 268,263.29 1,313,723.26 222,367.62 2,258,026.59 959,651.38 250,881.49 633,625.00 55,500.00 954,240.00 269,960.00 480,000.00 565,042.50 56,000.00 3,319,547.62 323,763.29 2,267,963.26 492,327.62 2,738,026.59 1,524,693.88 306,881.49 10,973,203.75 3.1608 0.3083 2.1595 0.4688 2.6071 1.4518 0.2922 10.4484 m3 m3 bh. bh. bh. bh. bh. 0.7013 0.0498 2.0000 5.0000 2.0000 2.0000 6,635,000.00 8,835,000.00 323,600.00 506,000.00 391,600.00 153,150.00 1,730,000.00 1,620,000.00 175,620.00 184,740.00 179,020.00 70,000.00 4,653,125.50 439,983.00 647,200.00 2,530,000.00 783,200.00 306,300.00 1,213,249.00 80,676.00 351,240.00 923,700.00 358,040.00 140,000.00 5,866,374.50 520,659.00 998,440.00 3,453,700.00 1,141,240.00 446,300.00 5.5858 0.4958 0.9507 3.2885 1.0867 0.4250
F1 2 3 4 5 6 7
Pekerjaan Kusen & Daun Pintu JendelaPekj. Kusen Pintu & Jendela kayu Jati Pekj. Krepyak untuk Jendela kayu Jati Daun Pintu Type P1 (3x61x200) cm Daun Pintu Type P2 (3,5x82x200)cm Daun Pintu Type P3 (KM/WC) (3x74x200)cm Daun Jendela J1 (52x150) cm Daun Jendela J2 (62x116) cm
7.0000 8 Daun Jendela PJ2 (62x166) cm bh. 2.0000
136,600.00 181,300.00
70,000.00 70,000.00
956,200.00 362,600.00
490,000.00 140,000.00
1,446,200.00 502,600.00 14,375,513.50
1.3770 0.4786 13.6880
No.
URAIAN PEKERJAAN
SAT.
Harga Satuan Pekerjaan VOLUME Bahan(Rp)
JUMLAH TOTALBahan(Rp)
BOBOT(%)
PEKJ.
Upah(Rp)
Upah(Rp)
( Rp)
G1 2 3 4 5 6 7 8
Pekerjaan Kayu, Rangka Atap & Rangka PlafonNog, Gording, Murplate dengan kayu Bangkirai. Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing Pekj. Lisjplank Kayu Bangkirai 2/25 Pekj. Ruiter dengan Kayu Bangkirai 2/20 Pekj. Papan Wenvir 2/12 Pekj. Plafon (60 x 60) Cm dgn Kayu 4/6 & 5/7 Ky Meranti Pekj. Plafon (100 x 100) Cm dgn Kayu 4/6 & 5/7 Ky Meranti Pekerjaan Talang*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap
m3 m2 m' m' m' m2 m2 m'
1.0952 137.0915 34.6035 28.3299 12.3035 68.5000 37.9052 22.5165
3,155,125.00 35,460.71 16,640.00 13,340.00 12,580.00 39,480.06 29,650.33 53,940.00
430,000.00 4,000.00 7,250.00 1,500.00 5,000.00 13,000.00 7,200.00 7,750.00
3,455,492.90 4,861,362.51 575,802.24 377,920.87 154,778.03 2,704,383.81 1,123,901.82 1,214,540.01
470,936.00 548,366.00 250,875.38 42,494.85 61,517.50 890,500.00 272,917.44 174,502.88
3,926,428.90 5,409,728.51 826,677.62 420,415.72 216,295.53 3,594,883.81 1,396,819.26 1,389,042.89 17,180,292.22
3.7387 5.1510 0.7871 0.4003 0.2060 3.4230 1.3300 1.3226 16.3587 -
H1 2 5
Pekerjaan Penutup Atap & Lis PlafondPekj. Atap Genteng Sokka Morando SE Glazur Kerpus Genteng Sokka Morando SE Glazur Lis sudut - Gypsum m2 m' m' 137.0915 28.3299 72.0000 20,790.00 20,753.76 8,000.00 7,050.00 17,037.50 2,850,132.29 587,951.87 576,000.00 966,495.08 482,670.67 3,816,627.36 1,070,622.54 576,000.00 5,463,249.90
3.6341 1.0194 0.5485 5.2020
I1
Pekerjaan Kaca & Rilling KayuKaca Es untuk Boven tebal 5 mm. m2 0.7800 82,000.00 63,960.00 63,960.00 63,960.00 0.0609 0.0609
J1 2 2 3 4
Pekerjaan Cat & MelaminCat Tembok untuk Dinding Merk Catylac Cat Tembok untuk Plafond Merk Catylac Cat Kayu untuk lisjplank Standart EMCO Politur untuk Kusen Pintu Jendela & BV Politur untuk Daun Pintu dan Jendela m2 m2 m2 m2 m2
503.1195 106.4052 8.6509 27.7159
2,409.30 2,409.30 14,933.75 6,416.80
4,846.88 4,846.88 16,150.00 18,562.50
1,212,165.81 256,362.05 129,190.38 177,847.39
2,438,557.33 515,732.70 139,712.04 514,476.39
3,650,723.14 772,094.75 268,902.41 692,323.78
3.4761 0.7352 0.2560 0.6592
37.4094
6,416.80
18,562.50
240,048.64
694,411.99
934,460.63 6,318,504.71
0.8898 6.0163
K1 2 3
Pekerjaan Instalasi ListrikStop kontak Piting Lampu & Sakelar Penangkal Petir (1speed 2 Arde) titik titik unit. 5.0000 16.0000 1.0000 75,000.00 75,000.00 125,000.00 375,000.00 1,200,000.00 125,000.00 375,000.00 1,200,000.00 125,000.00 1,700,000.00 0.3571 1.1426 0.1190 1.6187
No.
URAIAN PEKERJAAN
SAT.
Harga Satuan Pekerjaan VOLUME Bahan(Rp)
JUMLAHBahan(Rp)
TOTALUpah(Rp)
BOBOT(%)
PEKJ.
Upah(Rp)
( Rp)
L1 2 3 4 5 6 7 8 9
Pekerjaan Penggantung & PengunciSlot & Handel Pintu ex. SES Slot Pintu Kupu Tarung ex. SES Slot Pintu Km/Wc Handle Pintu Kupu Tarung Engsel Pintu Engsel Jendela Grendel Jalu untuk Jendela Grendel Pintu Hag Angin ( Win Hag ) bh. bh. bh. ps. ps. ps. bh. bh. bh. 6.0000 1.0000 2.0000 2.0000 9.0000 11.0000 22.0000 16.0000 22.0000 125,000.00 90,000.00 20,000.00 50,000.00 16,900.00 5,000.00 3,000.00 3,200.00 10,900.00 750,000.00 90,000.00 40,000.00 100,000.00 152,100.00 55,000.00 66,000.00 51,200.00 239,800.00 750,000.00 90,000.00 40,000.00 100,000.00 152,100.00 55,000.00 66,000.00 51,200.00 239,800.00 1,544,100.00 0.7141 0.0857 0.0381 0.0952 0.1448 0.0524 0.0628 0.0488 0.2283 1.4703
M1 2 3 4 5 6 7
Pekerjaan Drainasi & SanitasiCloset Duduk 'Monoblok' ex. Toto Closest Jongkok Wall Shower Wastafel ( Komplit ) ex. INA Floor Drain Avor (Kurasan Bak) Kran Air unit bh. unit unit bh. bh. bh. 1.0000 1.0000 1.0000 1.0000 2.0000 1.0000 5.0000 1,000,000.00 99,500.00 50,000.00 200,000.00 10,000.00 5,000.00 18,500.00 72,600.00 36,300.00 15,125.00 72,600.00 9,000.00 9,000.00 3,600.00 1,000,000.00 99,500.00 50,000.00 200,000.00 20,000.00 5,000.00 92,500.00 72,600.00 36,300.00 15,125.00 72,600.00 18,000.00 9,000.00 18,000.00 1,072,600.00 135,800.00 65,125.00 272,600.00 38,000.00 14,000.00 110,500.00 1.0213 0.1293 0.0620 0.2596 0.0362 0.0133 0.1052
8 9 10 11 12 13 14 15 16 17 18 19
Kran Air untuk Dapur Soap Holder Tanam Bath Up (Komplit) ex INA Instalasi Sumur Air Bersih + Pompa Instalasi & Water Torn Stainleesteel Pemipaan Air bersih Pemipaan Air kotor Pemipaan Air bekas Bak Kontrol Bak Lemak Sumur Resapan Septictank
bh. bh. bh. bh. bh. m' m' m' unit unit unit unit
1.0000 2.0000 1.0000 1.0000 1.0000 18.2000 20.2000 14.7000 1.0000 1.0000 2.0000 1.0000
28,500.00 25,000.00 1,250,000.00 1,000,000.00 1,000,000.00 5,218.75 26,912.50 26,912.50 200,000.00 200,000.00 750,000.00 1,500,000.00
3,600.00 15,125.00 93,750.00
28,500.00 50,000.00 1,250,000.00 1,000,000.00 1,000,000.00
3,600.00 30,250.00 93,750.00 45,500.00 101,000.00 73,500.00 52,000.00 52,000.00 200,000.00 350,000.00
32,100.00 80,250.00 1,343,750.00 1,000,000.00 1,000,000.00 140,481.25 644,632.50 469,113.75 252,000.00 252,000.00 1,700,000.00 1,850,000.00 10,472,952.50
0.0306 0.0764 1.2795 0.9522 0.9522 0.1338 0.6138 0.4467 0.2399 0.2399 1.6187 1.7615 9.9721
2,500.00 5,000.00 5,000.00 52,000.00 52,000.00 100,000.00 350,000.00
94,981.25 543,632.50 395,613.75 200,000.00 200,000.00 1,500,000.00 1,500,000.00
No.
URAIAN PEKERJAAN
SAT.
Harga Satuan Pekerjaan VOLUME Bahan(Rp)
JUMLAHBahan(Rp)
TOTALUpah(Rp)
BOBOT(%)
PEKJ.
Upah(Rp)
( Rp)
N1 2
Pekerjaan Perkerasan JalanPerkerasan Jalan dengan Conblock Pekj. Kansten 25x25x40 m2 m' 20.0000 5.0000 39,145.00 35,651.90 10,725.00 3,431.25 782,900.00 178,259.50 214,500.00 17,156.25 997,400.00 195,415.75 1,192,815.75 0.9497 0.1861 1.1358
O1
Pekerjaan Pembersihan LokasiPembersihan Lokasi Akhir Proyek ls 1.0000 200,000.00 200,000.00 200,000.00 200,000.00 0.1904 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 (%) A B C D E F G H I J K L M Pekerjaan Persiapan Pekerjaan Tanah dan Pasir Pekerjaan Pasangan & Plesteran Pekerjaan Beton Bertulang ( 1pc. : 2ps. : 3kr.) Pekerjaan Penutup Lantai dan Dinding Pekerjaan Kusen & Daun Pintu Jendela Pekerjaan Kayu, Rangka Atap & Rangka Plafon Pekerjaan Penutup Atap & Lis Plafond Pekerjaan Kaca & Rilling Kayu Pekerjaan Cat & Melamin Pekerjaan Instalasi Listrik Pekerjaan Penggantung & Pengunci Pekerjaan Drainasi & Sanitasi JUMLAH (Rp) TOTAL
3.8493 0.6878 21.7293 7.5721 10.4484 13.6880 16.3587 5.2020 0.0609 6.0163 1.6187 1.4703 9.9721 1.1358 0.1904
4,042,582.00 722,342.25 22,820,672.53 7,952,381.72 10,973,203.75 14,375,513.50 17,180,292.22 5,463,249.90 63,960.00 6,318,504.71 1,700,000.00 1,544,100.00 10,472,952.50 1,192,815.75 200,000.00
NO
Pekerjaan Perkerasan JalanPekerjaan Pembersihan Lokasi
100.0000Jumlah Nominal Jasa Konstruksi 10% Rp Rp
105,022,570.81105,022,570.81 10,502,257.08
Jumlah PPN 10%
Rp Rp
115,524,827.90 11,552,482.79
Jumlah Dibulatkan
Rp Rp
127,077,310.68 -
RENCANA ANGGARAN BIAYA (RAB) - DENGAN OVER HEADPROYEK : sample LOKASI : sample Harga Satuan Pekerjaan VOLUM E Bahan(Rp.)
No.
URAIAN PEKERJAAN
SAT .
JUMLAH TOTALBahan(Rp.)
BOBOT(%)
PEK J.
Upah(Rp.
Upah(Rp.)
(Rp.)
A1 2 3 4 5 6
Pekerjaan PersiapanMobilisasi Direksikit (2,5 x 2,5) m Gudang (4 x 3) m Pemagaran Proyek Unizet & Bouwplank Dokumentasi ls. m2 m2 m' m' ls. 1.0000 6.2500 12.0000 26.0000 40.8000 1.0000 100,000.00 100,000.00 48,015.00 8,990.00 150,000.00 6,644.91 3,986.95 200,000.00 625,000.00 1,200,000.00 1,248,390.00 366,792.00 150,000.00 172,767.67 162,667.41 200,000.00 200,000.00 625,000.00 1,200,000.00 1,421,157.67 529,459.41 150,000.00 4,125,617.08 0.1751 0.5472 1.0507 1.2443 0.4636 0.1313 3.6122
B1 2 3 4
Pekerjaan Tanah dan PasirGalian Tanah u/ Pondasi Urugan Tanah Kembali Urugan Tanah untuk Leveling Lantai Urugan Pasir Bawah Pondasi dan Lantai m3 m3 m3 m3 52.4711 27.5767 1.9256 2.3490 27,000.00 32,400.00 11,296.35 5,980.42 8,638.38 6,578.46 51,991.20 76,107.60 592,731.80 164,920.23 16,634.07 15,452.81 592,731.80 164,920.23 68,625.27 91,560.41 917,837.71 0.5190 0.1444 0.0601 0.0802 0.8036
C1 2 3 4 5 6 7 8
Pekerjaan Pasangan & PlesteranPasangan Batu Kali Pecah (1 pc : 6 ps) Pasangan Batu Kali kosong Pasangan Bata 1/2 Batu Tasram (1 pc : 3 ps) Pasangan Bata 1/2 Batu (1 pc : 5 ps) Rolaag Bata (1 pc : 3 ps) Plesteran Dinding (1pc : 5ps) t = 20 mm Plesteran Trasram (1pc : 3ps) t = 20 mm Plesteran Trasram (1pc : 3ps) t = 6 mm m3 m3 m2 m2 m' m2 m2 m2 22.1193 10.4090 40.4513 196.3907 10.0000 404.0258 73.3026 47.6000 140,408.26 54,150.00 30,285.16 25,034.77 8,110.51 4,339.48 5,732.05 2,547.58 50,002.95 31,895.57 10,764.76 9,718.18 5,232.87 12,133.61 12,133.61 12,133.61 3,105,732.51 563,647.35 1,225,074.21 4,916,595.49 81,105.07 1,753,261.90 420,173.92 121,264.63 1,106,030.29 332,000.99 435,448.34 1,908,560.50 52,328.67 4,902,290.13 889,424.91 577,559.68 4,211,762.81 895,648.34 1,660,522.55 6,825,155.99 133,433.74 6,655,552.03 1,309,598.84 698,824.31 3.6877 0.7842 1.4539 5.9758 0.1168 5.8273 1.1466 0.6119
9 10 11 12
Sponengan sudut ( 1pc : 2 ps) Penebalan Plesteran type A Penebalan Plesteran type B Lantai Kerja Rabat Beton untuk Lantai Keramik
m' m' m' m2
433.2800 31.5000 10.6000 74.5000
630.81 216.97 347.16 9,492.80
3,654.70 10,964.10 10,964.10 7,601.78
273,315.49 6,834.68 3,679.88 707,213.90
1,583,508.76 345,369.23 116,219.49 566,332.44
1,856,824.25 352,203.91 119,899.36 1,273,546.34 25,992,972.47
1.6258 0.3084 0.1050 1.1151 22.7584
No.
URAIAN PEKERJAAN
SAT .
Harga Satuan Pekerjaan VOLUM E Bahan(Rp)
JUMLAH TOTALBahan(Rp)
BOBOT(%)
PEK J.
Upah(Rp)
Upah(Rp)
( Rp)
D1 1 2 3 4
Pekerjaan Beton Bertulang ( 1pc : 2ps : 3kr)Beton Bertulang untuk Sloof Beton Bertulang untuk Kolom Praktis (Skelet) Beton Bertulang untuk Ring Balok Beton Bertulang untuk Ring Balok Gunung-gunung Beton Bertulang untuk Luifel/Canopy m3 m3 m3 m3 m3 2.2830 1.9125 1.4940 1.7387 0.4992 814,699.59 916,899.59 916,899.59 916,899.59 1,072,009.59 131,419.72 142,819.06 142,819.06 142,819.06 162,274.53 1,859,959.17 1,753,570.47 1,369,847.99 1,594,213.32 535,147.19 300,031.22 273,141.46 213,371.68 248,319.50 81,007.45 2,159,990.38 2,026,711.92 1,583,219.67 1,842,532.82 616,154.63 8,228,609.43 1.8912 1.7745 1.3862 1.6132 0.5395 7.2046
E1 2 3 3 4 5 6
Pekerjaan Penutup Lantai dan DindingKeramik Lantai 30/ 30 Eks IKAD Keramik Lantai Km/Wc Eks Asia Keramik Dinding Dapur dan Km/Wc Eks Asia Keramik Plint t = 12 cm Batu Belah Susun Sirih untuk pilar teras Batu Alam penutup dinding Keramik Assesoris Km/Wc m2 m2 m2 m' m2 m2 pcs. 68.5000 6.0000 31.8080 39.7000 16.0000 12.5565 56.0000 39,210.55 44,710.55 41,301.66 5,601.20 141,126.66 76,426.66 4,480.03 12,293.08 12,293.08 39,869.46 9,037.08 39,869.46 59,804.19 1,328.98 2,685,922.62 268,263.29 1,313,723.26 222,367.62 2,258,026.59 959,651.38 250,881.49 842,076.29 73,758.51 1,268,167.89 358,772.01 637,911.41 750,931.37 74,423.00 3,527,998.90 342,021.80 2,581,891.15 581,139.63 2,895,938.00 1,710,582.75 325,304.49 11,964,876.72 3.0890 0.2995 2.2606 0.5088 2.5356 1.4977 0.2848 10.4760 m3 m3 bh. bh. bh. 0.7013 0.0498 2.0000 5.0000 2.0000 6,635,000.00 8,835,000.00 323,600.00 506,000.00 391,600.00 2,299,139.05 2,152,951.02 233,395.84 245,516.15 237,914.38 4,653,125.50 439,983.00 647,200.00 2,530,000.00 783,200.00 1,612,386.21 107,216.96 466,791.68 1,227,580.77 475,828.75 6,265,511.71 547,199.96 1,113,991.68 3,757,580.77 1,259,028.75 5.4858 0.4791 0.9754 3.2900 1.1024
F1 2 3 4 5
Pekerjaan Kusen & Daun Pintu JendelaPekj. Kusen Pintu & Jendela kayu Jati Pekj. Krepyak Jendela kayu Jati Daun Pintu Type P1 (3x61x200) cm Daun Pintu Type P2 (3,5x82x200)cm Daun Pintu Type P3 (KM/WC) (3x74x200)cm
6 7 8
Daun Jendela J1 (52x150) cm Daun Jendela J2 (62x116) cm Daun Jendela PJ2 (62x166) cm
bh. bh. bh.
2.0000 7.0000 2.0000
153,150.00 136,600.00 181,300.00
93,028.75 93,028.75 93,028.75
306,300.00 956,200.00 362,600.00
186,057.50 651,201.23 186,057.50
492,357.50 1,607,401.23 548,657.50 15,591,729.10
0.4311 1.4074 0.4804 13.6515
No.
URAIAN PEKERJAAN
SAT .
Harga Satuan Pekerjaan VOLUM E Bahan(Rp)
JUMLAH TOTALBahan(Rp)
BOBOT(%)
PEK J.
Upah(Rp)
Upah(Rp)
( Rp)
G1 2 3 4 5 6 7 8
Pekerjaan Kayu, Rangka Atap & Rangka PlafonNog, Gording, Murplate dengan kayu Bangkirai. Pekj. Usuk: 5/7, Reng: 3/5 dengan Kayu Bangkirai & Kruing Pekj. Lisjplank Kayu Bangkirai 2/25 Pekj. Ruiter dengan Kayu Bangkirai 2/20 Pekj. Papan Wenvir 2/12 Pekj. Plafon Gypsium Rangka (60x60) Cm Ky Meranti Pekj. Plafon Calsiboard Rangka (100x100) Cm Ky Meranti Pekerjaan Talang*) Semua Rangka Atap: Gording, Nog,Usuk & Reng dll. dianti Rayap
m3 m2 m' m' m' m2 m2 m'
1.0952 137.0915 34.6035 28.3299 12.3035 68.5000 37.9052 22.5165
3,155,125.00 35,460.71 16,640.00 13,340.00 12,580.00 39,480.06 29,650.33 52,680.00
571,462.31 5,315.93 9,635.12 1,993.47 6,644.91 17,276.77 9,568.67 10,299.61
3,455,492.90 4,861,362.51 575,802.24 377,920.87 154,778.03 2,704,383.81 1,123,901.82 1,186,169.22
625,865.52 728,768.60 333,408.88 56,474.90 81,755.66 1,183,458.57 362,702.39 231,911.20
4,081,358.42 5,590,131.12 909,211.12 434,395.76 236,533.69 3,887,842.37 1,486,604.21 1,418,080.42 18,044,157.11
3.5735 4.8945 0.7961 0.3803 0.2071 3.4040 1.3016 1.2416 15.7987
H1 2 3
Pekerjaan Penutup Atap & Lis PlafondPekj. Atap Genteng Sokka Morando SE Glazur Kerpus Genteng Sokka Morando SE Glazur Lis sudut - Gypsum m2 m' m' 137.0915 28.3299 72.0000 20,790.00 20,753.76 8,000.00 9,369.32 22,642.53 2,850,132.29 587,951.87 576,000.00 1,284,454.66 641,460.69 4,134,586.95 1,229,412.55 576,000.00 5,939,999.50 3.6201 1.0764 0.5043 5.2008
I1
Pekerjaan Kaca & Rilling KayuKaca Es untuk Boven tebal 5 mm. m2 0.7800 82,000.00 63,960.00 63,960.00 63,960.00 0.0560 0.0560
J1 2 3 4 5
Pekerjaan Cat & MelaminCat Tembok untuk Dinding Merk Catylac Cat Tembok untuk Plafo
