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RENCANA ANGGARAN BIAYA KEGIATAN
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUM PERIKANAN & KELAUTAN BAWEAN
PEKERJAAN LOKASI
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
NO
I 1
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN Pengukuran
VOLUME
STN
1.00 Ls Sub Jumlah
II 1 2 3 4 5
PEKERJAAN TANAH Galian Tanah Biasa Urugan sirtu peninggian bawah lantai t = 85 cm Urugan pasir bawah lantai t = 20 cm Urugan tanah kembali Urugan pasir bawah pondasi t = 20 cm
70.80 251.60 74.00 42.48 11.80
m3 m3 m3 m3 m3 Sub Jumlah
III 1 2 3 4 5 6 7
PEKERJAAN BETON Pek. Rabat beton t = 5 cm Pek. Kolom K1 15/15 K-175 Pek. Kolom K2 40/40 K-175 Pek. Ring Balk (RB) 15/20 K-175 Pek. Balok Latei 15/15 K-175 Pek. Plat Lantai Dak beton 12 cm Pek. Sloof 20/30 K-175
14.80 7.29 1.06 7.08 2.61 1.92 14.16
m3 m3 m3 m3 m3 m3 m3 Sub Jumlah
IV 1 2 3 4 5
PEKERJAAN PASANGAN & PLESTERAN Pas. Dinding bata 1pc : 5ps Pek. Pondasi batu kali 1pc : 6pp Pek. Aanstampeng Pek. Plesteran dinding 1pc : 5pp Pek. Plesteran Beton 1pc : 3pp
809.53 186.52 59.26 1619.06 10.56
m2 m3 m3 m2 m2
6 7
Pek. Acian Pek. Benangan
1619.06 m2 606.70 m' Sub Jumlah
V 1 2 3
PEKERJAAN KUSEN, PINTU, & JENDELA Pas. Kusen Aluminium 4" Pas. Daun Pintu WPC Board Pas. Slimar Aluminium
290.15 m' 27.00 unit 54.80 m' Sub Jumlah
VI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
PEKERJAAN LANGIT-LANGIT Pek. Rangka Kuda kuda Baja Double Siku L60.60.6 Pek. Plat Flendes tb 10 mm Pek. Plat Simpul tb 6 mm Pek. Perakitan Kuda kuda Pas. Baut dia. 12 mm Pas. Jarum keras 16 mm Pek. Stak 3/8" Pas. Baut Trekstang Pas. Angkur baut dia. 19 mm P 50 cm Pek. Gording Kanal C125.50.20.2,3 Trekstang dia. 12 mm Plat pengaku gording 6 mm Usuk + Reng Galvalum Pas. Genteng Karangpilang Pas. Bubungan Karangpilang Pek. Lisplank Calciplank l=30 cm Pengelasan dengan las listrik
3767.12 21.13 162.24 3767.12 372.00 12.00 144.00 144.00 48.00 1054.55 63.49 20.32 156.80 156.80 17.80 84.00 2100.00
kg kg kg kg bh bh bh bh bh kg kg kg m2 m2 m2 m' cm Sub Jumlah
VII PEKERJAAN LANGIT-LANGIT 1 Pas. Rangka Plafond + Plafond Calciboard 1200x2400 2 List Plafond gypsum
360.00 m2 224.00 m2 Sub Jumlah
VIII PEKERJAAN KERAMIK 1 Pas. Keramik Lantai 40x40 2 Pas. Keramik Lantai Kamar mandi 20x20
304.00 m2 32.00 m2 Sub Jumlah
IX 1 2 3 4 5
PEKERJAAN PENGGANTUNG, KUNCI, & KACA Kunci 2x Putar Engsel Pintu Engsel Jendela Casement 12" Grendel Jendela Rambuncis Kaca 5 mm
26.00 40.00 24.00 24.00 23.01
bh set set bh m2 Sub Jumlah
IX
PEKERJAAN UTILITAS
1 2 3 4 5 6 7
Saluran pipa air bersih dia. 3/4 Gate Valve Mesin Pompa Type Jet Septictank Resapan Saluran pipa air buangan dia. 4" Saluran pipa air buangan dia. 3"
40.00 1.00 1.00 2.00 2.00 38.00 44.00
m' bh unit unit unit m' m' Sub Jumlah
IX 1 2 3 4 5
PEKERJAAN SANITARY Pas. Kloset Duduk Pas. Urinoir Washtafel Floor Drain Kran air 3/4
8.00 4.00 4.00 8.00 28.00
bh unit unit bh bh Sub Jumlah
IX 1 2 3 4 5 6
PEKERJAAN ELEKTRIKAL Lampu SL 23 watt Lampu SL 18 watt Instalasi Lampu Instalasi Stop Kontak Saklar Ganda Saklar Tunggal
35.00 12.00 75.00 10.00 11.00 17.00
bh bh ttk ttk bh bh Sub Jumlah
X 1 2 3
PEKERJAAN FINISHING/PENGECATAN Pengecatan Plafond Pengecatan Dinding Pengecatan Lisplank
360.00 m² 1619.06 m² 25.20 m² Sub Jumlah
REKAPITULASI
RENCANA ANGGARAN BIAYA KEGIATAN
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUM PERIKANAN & KELAUTAN BAWEAN
PEKERJAAN LOKASI
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
NO
I II III IV V VI VII VIII IX X XI XII XIII
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN PEKERJAAN TANAH PEKERJAAN BETON PEKERJAAN PASANGAN & PLESTERAN PEKERJAAN KUSEN, PINTU, & JENDELA PEKERJAAN LANGIT-LANGIT PEKERJAAN LANGIT-LANGIT PEKERJAAN KERAMIK PEKERJAAN PENGGANTUNG, KUNCI, & KACA PEKERJAAN UTILITAS PEKERJAAN SANITARY PEKERJAAN ELEKTRIKAL PEKERJAAN FINISHING/PENGECATAN
JUMLAH TOTAL JUMLAH PPN 10 % TOTAL DIBULATKAN
TERBILANG :
Satu Milyar Tiga Ratus Dua Belas Juta Tiga Ratus Empat Puluh Dua Ribu Rupiah
Dibuat Oleh :
Konsultan perenca
CV. SIGMA REKATAMA C
SAMSUL AMSOR Direktur
ELABUHAN & KONSERVASI SUMBERDAYA
HARGA STN (Rp.)
JUMLAH HRG (Rp.)
500,000.00 Sub Jumlah
500,000.00 500,000.00
67,500.00 235,000.00 237,000.00 22,500.00 237,000.00 Sub Jumlah
4,779,000.00 59,126,000.00 17,538,000.00 955,800.00 2,796,600.00 85,195,400.00
582,900.00 6,148,370.00 2,814,710.00 6,004,840.00 4,857,420.00 5,007,849.56 3,521,060.00 Sub Jumlah
8,626,920.00 44,821,617.30 2,972,333.76 42,514,267.20 12,677,866.20 9,615,071.15 49,858,209.60 171,086,285.21
119,280.00 692,340.00 370,600.00 57,980.00 61,630.00
96,560,738.40 129,134,824.09 21,962,126.60 93,873,098.80 650,812.80
35,030.00 15,150.00 Sub Jumlah
56,715,671.80 9,191,505.00 408,088,777.49
103,740.00 1,365,000.00 193,290.00 Sub Jumlah
30,100,161.00 36,855,000.00 10,592,292.00 77,547,453.00
25,520 26,100 26,100 660 11,000 26,620 13,970 660 24,090 25,520 10,100 26,100 68,770 121,450 177,830 67,450 2,400 Sub Jumlah
96,136,821 551,546 4,234,565 2,486,297 4,092,000 319,440 2,011,680 95,040 1,156,320 26,912,150 641,269 530,241 10,783,136 19,043,360 3,165,374 5,665,800 5,040,000 182,865,038.75
131,880 20,720 Sub Jumlah
47,476,800 4,641,280 52,118,080.00
211,420.00 261,500.00 Sub Jumlah
64,271,680.00 8,368,000.00 72,639,680.00
242,600.00 48,960.00 38,020.00 24,820.00 142,780.00 Sub Jumlah
6,307,600.00 1,958,400.00 912,480.00 595,680.00 3,285,881.81 13,060,041.81
38,440.00 150,000.00 1,100,000.00 5,021,000.00 2,517,100.00 158,610.00 100,860.00 Sub Jumlah
1,537,600.00 150,000.00 1,100,000.00 10,042,000.00 5,034,200.00 6,027,180.00 4,437,840.00 28,328,820.00
1,580,620.00 2,456,500.00 1,945,850.00 23,380.00 47,660.00 Sub Jumlah
12,644,960.00 9,826,000.00 7,783,400.00 187,040.00 1,334,480.00 31,775,880.00
66,000.00 58,300.00 197,700.00 128,130.00 47,830.00 42,110.00 Sub Jumlah
2,310,000.00 699,600.00 14,827,500.00 1,281,300.00 526,130.00 715,870.00 20,360,400.00
24,330.00 24,330.00 52,480.00 Sub Jumlah
8,758,800.00 39,391,729.80 1,322,496.00 49,473,025.80
ELABUHAN & KONSERVASI SUMBERDAYA
JML TOTAL (RP)
500,000.00 85,195,400.00 171,086,285.21 408,088,777.49 77,547,453.00 182,865,038.75 52,118,080.00 72,639,680.00 13,060,041.81 28,328,820.00 31,775,880.00 20,360,400.00 49,473,025.80
1,193,038,882.05 1,193,038,882.05 119,303,888.21 1,312,342,770.258 1,312,342,000.000
mpat Puluh Dua Ribu Rupiah
Surabaya,
2016
Dibuat Oleh : Konsultan perencana CV. SIGMA REKATAMA CONSULINDO
SAMSUL AMSORI, ST Direktur
DAFTAR HARGA BAHAN BANGUNAN TAHUN ANGGARAN 2016 No.
Nama / Jenis Bahan
1 Sirtu Urug 2 Pasir Pasang 3 Sirtu Ayak 4 Batu belah 15cm/20 cm 5 Pasir beton 6 Pasir beton 7 Kerikil/batu pecah mesin 1/2 8 Kerikil/batu pecah mesin 1/2 9 Bata merah 10 Portland Cement (semen) 11 Portland Cement (semen) 40 Kg 12 Semen warna 13 Besi beton polos 14 Besi beton ulir 15 Besi baja WF 16 Besi profil siku 17 Besi CNP 125.50.20.2,3 18 Besi plat 19 Kawat beton 20 Kawat las 21 Maintruss C 75 22 Maintruss C75.0,6 23 Reng galvalum UK 30 24 Screw 12 - 14 x 20 25 Screw 12 - 14 x 16 26 Kalsiplang l=30 cm 27 Hollow 4x4 galvalum 28 Hollow 2x4 galvalum 29 Kusen Alumunium 4" lengkap 30 Slimar Alumunium 3/8" 3 profil lengkap 31 Hollow Aluminium 1" x 2 " 32 Skrup Fixer 33 Sealent 34 Profil kaca 35 Besi Strip (2x3)cm 36 Kawat Ram 37 Paku Sekrup 1cm-2,5 cm 38 Paku skrup 10 cm 39 Paku sekrup (Gypsumboard)
Satuan M3 M3 M3 M3 M3 Kg M3 Kg BJ Kg sak Kg Kg Kg Kg Kg Kg Kg Kg Kg M M M Bh Bh M M M M M M Bh Tube M Kg M2 Bh Kg Kg
40 Paku 1 cm - 2,5 cm 41 Paku tripleks 42 Paku Pancing 60x230 43 Paku 5 cm - 10 cm 44 Tripleks 12 mm 45 Tripleks 6 mm 46 Plywood tebal 9 mm 47 Plywood tebal 4 mm Ukuran (90 × 220) cm 48 Teakwood tebal 4mm, Ukuran (120 × 240) cm 49 kalsigibsumboard (1200x2400x9)mm 50 kalsiboard (1200x2400x4)mm 51 Seng plat 0,3 x60 52 Asbes Gelombang kecil 53 Asbes Gelombang Besar 54 List gypsum profil 55 Ramset dinabolt
Kg Kg Kg Kg Lbr Lbr Lbr Lbr Lbr Lbr Lbr M Lbr Lbr M Bh
56 Wall angle 57 Kawat penggantung 58 Cotton plaster 59 Compound 60 List kayu profil 61 Dolken kayu galam ø (8 - 10) cm, panjang 4 m 62 Kayu meranti (papan) 63 Kayu Lokal Bawean (Balok) 64 Kayu Kelas II (papan) 65 Lem kayu 66 Usuk (5 × 7) cm kayu meranti 67 Usuk (4 × 6) cm kayu meranti 68 Reng 2/3 kayu meranti 69 Kayu Klas III 70 Lantai Ubin keramik (30x30) cm 71 Lantai Ubin keramik (40x40) cm 72 Lantai Ubin keramik Rokc Tile (40x40) cm 73 Keramik dinding (20x25) cm 74 Keramik dinding (5x25) cm 75 Keramik lantai (20x20) cm 76 Paving Stone Abu-2 Tb 6 Cm (4 Persg.Panj. DT3) K300 77 Kanstin uk. 40x20x10 78 Stopper Uskup tebal 6 cm K 300 79 Plamir kayu 80 Plamir tembok 81 Amplas 82 Kuwas / roll 83 Cat tembok 84 Cat Kayu 85 Cat meni 86 Cat meni besi 87 Minyak cat besi 88 Minyak pelumas 89 Minyak bekisting 90 Genteng kaca 91 Genteng karang pilang Kw 1 92 Bubungan Genteng karang pilang Kw 1 93 Stop Kontak 94 Kabel NYA 500 Volt 2 x 2,5 mm2 95 Pipa Pralon 5/8 96 T Doos Pvc 97 Isolator 98 Fitting Plafon
M Kg bh sak M Btg M3 M3 M3 Kg M3 M3 M3 M3 M2 M2 M2 M2 Bh M2 M2 Bh Bh Kg Kg Lbr Bh Kg Kg Kg Kg Ltr Ltr Ltr Bh Bh Bh Bh M ljr Bh Bh Bh
99 Saklar Tunggal 100 Saklar Ganda 101 Kloset jongkok porselen 102 Kloset Duduk Porselen 102 Kaca bening 5 mm 103 Kunci pintu 2x putar 104 Engsel pintu 4" 105 Engsel jendela 106 engsel jendela Casement uk. 12" 107 Rambuncis 108 Hak Angin 109 Pintu Board WPC (0,5 cm) 110 Angker 5/8" 50 cm 111 Jarum Keras 5/8" 112 Mur baut 5/8" 113 Mur Baut 3/4 " 114 Mur 1/2" 115 Stak 3/8" 116 Kran air
Bh Bh Bh Bh M2 Bh Set Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh
117 Seal tape 118 Floor drain 119 Pipa PVC dia. 3/4 AW 120 Pipa PVC dia. 3" AW 121 Pipa PVC dia. 4" AW 122 Mesin Pompa Type Jet 123 Gate Valve 124 Washtafel 125 Urinoir 126 Sewa alat 127 Lampu SL 23 Watt 128 Lampu SL 18 Watt 129 MCB 130 Solar 131 Air 132 Benang
1 2 3 4 5 6 7 8 9 10
UPAH Pekerja Tukang Batu Tukang Las konstruksi Tukang alumunium Tukang Kayu Tukang besi Tukang Cat Tukang listrik Kepala Tukang Mandor
Bh Bh M' M' M' Unit Unit Unit Unit Jam Bh Bh Unit Ltr Ltr M'
Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh
AN
Harga Bahan 175,000.00 190,000.00 150,000.00 137,500.00 175,000.00 125.00 240,000.00 170.00 800.00 1,625.00 65,000.00 30,000.00 10,100.00 17,000.00 12,500.00 11,500.00 11,500.00 12,000.00 35,000.00 25,000.00 15,600.00 10,500.00 6,800.00 550.00 350.00 30,250.00 7,800.00 5,600.00 77,000.00 158,400.00 16,900.00 4,600.00 32,100.00 2,400.00 12,000.00 30,000.00 250.00 24,000.00 25,850.00
21,200.00 32,000.00 38,500.00 17,100.00 125,000.00 11,000.00 136,200.00 94,800.00 125,000.00 70,700.00 93,500.00 34,100.00 69,500.00 80,000.00 9,900.00 1,650.00
3,300.00 26,400.00 19,250.00 93,500.00 6,300.00 16,500.00 6,000,000.00 5,347,100.00 4,690,400.00 15,400.00 5,500,000.00 6,000,000.00 5,000,000.00 5,402,650.00 60,000.00 60,000.00 75,350.00 80,000.00 5,500.00 55,000.00 108,000.00 47,000.00 5,000.00 70,000.00 37,000.00 7,400.00 30,900.00 25,000.00 65,000.00 30,300.00 40,700.00 25,300.00 38,100.00 7,700.00 60,500.00 4,500.00 20,900.00 37,000.00 5,000.00 10,800.00 2,750.00 8,800.00 15,950.00
17,710.00 23,430.00 170,830.00 1,100,000.00 99,990.00 189,750.00 30,690.00 25,850.00 27,830.00 12,650.00 15,620.00 1,365,000.00 24,090.00 26,620.00 3,520.00 11,000.00 660.00 13,970.00 24,530.00
3,630.00 11,880.00 4,800.00 27,500.00 45,000.00 1,100,000.00 150,000.00 1,150,000.00 2,100,000.00 27,500.00 66,000.00 58,300.00 365,750.00 6,200.00 50.00 4,400.00
85,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 125,000.00 150,000.00
1 2 3 4 5 6 7 8 9 10
UPAH Pekerja Tukang Batu Tukang Las konstruksi Tukang alumunium Tukang Kayu Tukang besi Tukang Cat Tukang listrik Kepala Tukang Mandor
Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh
85,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 125,000.00 150,000.00
ANALISA SATUAN PEKERJAAN
PEKERJAAN PERSIAPAN 1.
Harga Satuan Pekerjaan Persiapan 1.1 Pekerjaan 1m2 Bongkaran dinding tembok bata merah Tenaga Kerja Sat. Vol. Uraian Oh 0.250 Pekerja Oh 0.0250 Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 1.2
Pekerjaan 1m2 Bongkaran Rangka dan Penutup Atap Tidak Dipakai Kembali Tenaga Kerja Sat. Vol. Uraian Oh 0.100 Pekerja @ Rp. Oh 0.0050 Mandor @ Rp. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
1.3
Pekerjaan 1m2 Bongkaran Rangka dan Penutup Plafond Tidak Dipakai Kembali Tenaga Kerja Sat. Vol. Uraian Oh 0.050 Pekerja @ Rp. Oh 0.0025 Mandor @ Rp. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
1.4
Pekerjaan 1unit Pembuatan dan Pemasangan Papan Nama Proyek Bahan Sat. Vol. Uraian M2 0.960 Triplek tebal 12 mm M2 0.960 Print Out Lapis Vinyl M3 0.020 Usuk 4/6 kayu meranti M 4.000 Lis siku aluminium 3 Cm M2 6.000 Cat tembok Tenaga Kerja
Sat. Oh Oh
Vol. 1.000 1.000
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang kayu
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (unit) dibulatkan 1.3
Pekerjaan 1 m' Pengukuran Bahan An. SNI ( Revisi ) 6.4.1 0.0200 Paku biasa 2" - 5 " kg 0.1000 Benang m' Upah Oh Oh Oh Oh
@ Rp. @ Rp. Sub total :
An. SNI ( Revisi ) 6.4.2 0.0900 Tukang Kayu 0.1000 Pekerja 0.0100 Kepala Tukang 0.0050 Mandor
@ Rp. @ Rp. @ Rp. @ Rp. Sub total : Total Upah dan Bahan Jumlah Harga Persatuan Pekerjaan (unit)
PEKERJAAN TANAH 2.
Harga Satuan Pekerjaan Tanah 2.1
Menggali 1 m 3 Tanah biasa sedalam 1 meter Analisa SNI 2835:2008 Tenaga Kerja Sat. Vol. Oh 0.750 Pekerja Oh 0.025 Mandor
Uraian
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
@ Rp. @ Rp.
2.2
Mengurug kembali 1 M 3 pasir urug Analisa SNI 2835:2008 Bahan Sat. Vol. M Tenaga Kerja
3
Sat. OH OH
1.200 Vol. 0.300 0.0100
Uraian Pasir Urug
@ Rp. Uraian
Pekerja Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 2.3
Mengurug 1 m 3 sirtu padat untuk peninggian lantai bangunan Analisa SNI 2835:2008 Bahan Sat. Vol. Uraian m3 1.200 Sirtu Tenaga Kerja
Sat. Oh Oh
Vol. 0.250 0.025
@ Rp.
Uraian Pekerja Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 2.4
Menguruk kembali 1 M3 galian Menguruk kembali 1 M3 galian dihitung 1/3 kali indeks pekerjaan galian
2.5
Memasang 1 M2 Paving tb = 6 cm Analisa SNI 2835:2008 Bahan Sat. Vol. m2 1.150 Paving m3 0.080 Sirtu
Uraian
Tenaga Kerja
Uraian
Sat. Oh Oh Oh Oh
Vol. 0.150 0.200 0.020 0.010
@ Rp. @ Rp.
Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
PEKERJAAN PONDASI 3
Harga Satuan Pekerjaan Pondasi 3.1
Memasang 1 m 3 Pondasi batu-belah, campuran 1 PC : 5 PP Analisa SNI 2836:2008 Bahan Sat. Vol. Uraian
Tenaga Kerja
M3 Kg
1.200 136.000
Batu belah 15cm/20 cm Portland Cement
@ Rp. @ Rp.
M3
0.544
Pasir pasang
@ Rp.
Sat. OH OH OH OH
Vol. 1.500 0.750 0.075 0.075
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 3.2
Memasang 1 m 3 Pondasi batu-belah, campuran 1 PC : 6 PP Analisa SNI 2836:2008 Bahan Sat. Vol. Uraian
Tenaga Kerja
M3 Kg
1.200 117.000
Batu belah 15cm/20 cm Portland Cement
@ Rp. @ Rp.
M3
0.561
Pasir pasang
@ Rp.
Sat. OH OH OH OH
Vol. 1.500 0.750 0.075 0.075
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 3.3
Memasang 1 m 3 Batu Kosong (Aanstamping) Analisa SNI 2836:2008 Bahan Sat. Vol.
Uraian
M3
1.200
Batu belah 15cm/20 cm
@ Rp.
M
0.432
Pasir Urug
@ Rp.
3
Tenaga Kerja
Sat. OH OH OH OH
Vol. 0.780 0.390 0.039 0.039
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
PEKERJAAN DINDING 4 Harga Satuan Pekerjaan Dinding 4.1
Memasang 1 m 2 Dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spesi 1 PC : 3 Analisa SNI 6897:2008 Bahan Sat. Vol. Uraian Bh 70.000 Bata merah @ Rp. Kg 14.370 Portland cement @ Rp. m3 0.040 Pasir pasang @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.100 0.010 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 m 2) dibulatkan 4.2
Memasang 1 m 2 Dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spesi 1 PC : 5 Analisa SNI 6897:2008 Bahan Sat. Vol. Uraian Bh 70.000 Bata merah @ Rp. Kg 9.680 Portland cement @ Rp. m3 0.045 Pasir pasang @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.100 0.010 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 m 2) dibulatkan
PEKERJAAN PLESTERAN 5
Harga Satuan Pekerjaan Plesteran 5.1 Memasang 1 m 2 Plesteran 1 PC : 3 PP, tebal 15 mm Analisa SNI 2837:2008 Bahan Sat. Vol. Uraian Kg 7.776 Portland cement m3 0.023 Pasir pasang Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.300 0.150 0.015 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
5.2
Memasang 1 m 2 Plesteran Analisa SNI 2837:2008 Bahan Sat. Kg m3
1 PC : 5 PP, tebal 15 mm
Tenaga Kerja
Indeks 0.300 0.150 0.015 0.015
Sat. Oh Oh Oh Oh
Vol. 5.184 0.026
Uraian Portland cement Pasir pasang
@ Rp. @ Rp. Uraian
Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 5.3
Memasang 1 m 2 acian Analisa SNI 2837:2008 Bahan Sat. Kg Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 3.250
Uraian Portland cement
@ Rp.
Indeks 0.200 0.100 0.010 0.010
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 5.4
1 m' Benangan Bahan Sat. Kg Tenaga Kerja
Sat. Oh Oh
Vol. Uraian 2.250 Portland cement Indeks Uraian 0.100 Tukang batu 0.010 Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan 5.5
1 m2 Pekerjaan Waterproofing Bahan Sat. Vol.
@ Rp.
Uraian
Tenaga Kerja
m2 Kg m' bh unit
1.000 2.500 0.400 0.020 0.200
Sat. Oh Oh Oh Oh
Indeks 0.100 0.200 0.020 0.010
Cleaning Coating Curbing sudut Sewa Mixer Kuas
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
PEKERJAAN BETON 6
Harga Satuan Pekerjaan Beton 6.1 Membuat 1 m 3 beton tumbuk 1Pc : 3Ps : 6Kr Analisa SNI 7394:2008 Bahan Sat. Vol. Uraian 197.000 Portland cement Kg m3 0.470 Pasir beton kg 0.940 Kerikil (maksimum 30 mm) Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 1.650 0.250 0.025 0.080
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 3) dibulatkan
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
6.2
Membuat 1 m 3 beton mutu f' c = 14,5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0,66 Analisa SNI 7394:2008 Bahan Sat. Kg kg kg liter Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 326.000 760.000 1,029.000 215.000 Indeks 1.650 0.275 0.028 0.083
Uraian Portland cement Pasir beton (kg) Kerikil (maksimum 30 mm) Air
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 3) dibulatkan 6.3
Pembesian 10 Kg dengan besi polos Analisa SNI 7394:2008 Bahan Sat. Vol. Kg 10.500 Besi beton Kg 0.150 Kawat beton Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.070 0.070 0.007 0.004
Uraian @ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (10 Kg) Jumlah Harga Persatuan Pekerjaan (1 Kg) dibulatkan 6.4
Pembesian 10 Kg dengan besi ulir Analisa SNI 7394:2008 Bahan Sat. Vol. Kg 10.500 Besi beton Kg 0.150 Kawat beton Tenaga Kerja
Sat. Oh Oh Oh
Indeks 0.070 0.070 0.007
Uraian Pekerja Tukang Batu Kepala Tukang
Uraian @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp.
Oh
0.004 Mandor
@ Rp.
Jumlah Harga Persatuan Pekerjaan (10 Kg) Jumlah Harga Persatuan Pekerjaan (1 Kg) dibulatkan 6.5
Memasang 1 m 2 bekisting Analisa SNI 7394:2008 Bahan Sat. m3 Kg liter Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. Uraian 0.020 Kayu kelas III 0.400 Paku 5 cm - 10 cm 0.200 Minyak bekisting Indeks 0.520 0.260 0.026 0.026
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 6.5
Memasang 1 m 2 bekisting untuk plat lantai Analisa SNI 7394:2008 Bahan Sat. Vol. Uraian 0.040 Kayu kelas III m3 Kg 0.400 Paku 5 cm - 10 cm m3 0.015 Balok Kayu kelas II 0.350 Plywood tbl 9mm lbr btg 6.000 Dolken kayu Gelam, panjang 4 m liter 0.200 Minyak bekisting Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.660 0.330 0.033 0.033
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan
6.60
Membuat 1m3 beton pondasi plat K-175
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Sat. m3 kg
Indeks Uraian 1.000 Beton K-175 215.000 Besi beton polos
@ Rp. @ Rp.
6.7
6.7
6.9
6.10
6.11
6.12
Membuat 1m3 beton kolom 15x15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 204.600 Besi beton polos m2 13.333 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton kolom 40x40 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 67.796 Besi beton polos m2 5.000 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton sloof 20x30 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 123.979 Besi beton polos m2 5.000 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton balok latei 15/15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 204.600 Besi beton polos m2 6.667 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton ring balk 12/15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 270.195 Besi beton polos m2 8.333 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 Plat lantai Tb. 12 cm K-250 Sat. Indeks m3 1.000 Beton K-250
@ Rp.
Uraian
kg m2
137.111 Besi beton polos 4.167 Pekerjaan Begesting
@ Rp. @ Rp.
PEKERJAAN BESI DAN ALUMUNIUM 7
Harga Satuan Pekerjaan Besi dan Allumunium 7.1 Memasang 1 Kg baja profil Siku Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 1.150 Baja profil Siku Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
@ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
Memasang 1 Kg baja WF Analisa SNI 7393:2008 Bahan Sat. Vol. Kg 1.150 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
Uraian Baja WF
@ Rp. Uraian
Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.2
Mengerjakan 1 Kg pekerjaan perakitan Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Liter 0.010 Solar Liter 0.001 Minyak Pelumas Tenaga Kerja
Alat
Sat. OH OH OH OH
Vol. 0.00100 0.00100 0.00001 0.00005
Sat. Jam
Vol. 0.008
@ Rp. @ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Sewa Alat Jumlah Harga Persatuan Pekerjaan (1 KG) dibulatkan
@ Rp.
7.3
Memasang 1 Kg Gording CNP 125.50.20.2,3 Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 1.150 Besi CNP 125.50.20.2,3 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
@ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.4
Memasang 1 Kg Besi plat Analisa SNI 7393:2008 Bahan Sat. Vol. kg 1.150 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
Uraian Besi plat
@ Rp. Uraian
Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.5
Memasang 1 m Kusen Alumunium Analisa SNI 7393:2008 Bahan Sat. Vol. M 1.100 Buah 2.000 Tube 0.060 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.043 0.043 0.0043 0.0021
Profil 4" Uraian Kusen Alumunium Profil 4" lengkap Skrup Fixer Sealent
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
7.6
Pemasangan Slimar Alumunium Profil 3/8" model cassement 3 profil Bahan Sat. Vol. Uraian M 1.100 Slimar Alumunium Profil 3/8" lengkap Buah 2.000 Skrup Fixer Tube 0.060 Sealent Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.0430 0.0430 0.0043 0.0022
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m) dibulatkan 7.7
Pemasangan Jalusi aluminium Hollow 2,5x5 cm Bahan Sat. Vol. Uraian m' 1.100 Aluminium Holow 2,5x5 cm Buah 2.000 Paku Sekrup 1cm-2,5 cm Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.0453 0.0667 0.0667 0.0133
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m)
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
7.9
Mengerjakan 10 cm pengelasan dengan las listrik Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 0.400 Kawat las Liter 0.300 Solar Liter 0.040 Minyak pelumas Tenaga Kerja
Alat
@ Rp. @ Rp. @ Rp.
Sat. Oh Oh Oh Oh
Vol. 0.040 0.020 0.002 0.002
Uraian Pekerja Tukang las konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Sat. Jam
0.170
Sewa Alat
@ Rp.
Jumlah Harga Persatuan Pekerjaan (10 cm) Jumlah Harga Persatuan Pekerjaan (1 cm) dibulatkan 7.8
Memasang 1 m2 Usuk + Reng galvalume Analisa sendiri Bahan Sat. Vol. Uraian M 4.871 Reng galvalum uk 30 M 2.000 Maintruss C75 bh 3.000 Screw 12 - 14 x 20 bh 8.000 Screw 12 - 14 x 16 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.150 0.015 0.002
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m2) dibulatkan
PEKERJAAN ATAP 8
Harga Satuan Pekerjaan Atap 8.1 Pemasangan Genteng Karang Pilang Kw 1 Analisa Bahan Vol. Sat. Uraian 22.000 Buah Genteng karang pilang Kw 1
@ Rp.
Tenaga Kerja
Sat. 0.150 0.075 0.0080 0.0080
Vol. Oh Oh Oh Oh
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 8.2
Pemasangan Wuwung Genteng Karang Pilang Kw 1 Analisa Bahan Vol. Sat. Uraian 5.0000 Buah Bubungan Genteng karang pilang Kw 1 @ Rp. 0.0323 m3 Pasir pasang @ Rp. 0.1600 zak Portland Cement 40kg @ Rp. Upah
Vol. 0.400 0.200 0.0200 0.0020
Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang batu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m) dibulatkan 8.4
1 m' listplank Kalsiplank l=30cm Bahan Analisa 1.1000 Err:509 0.0500 Kg Upah
Analisa 0.100 0.200 0.0320 0.0032 .
Oh Oh Oh Oh
Kalsiplank l=30 cm Paku skrup 10 cm
@ Rp. @ Rp.
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.6
Memasang 1 m3 Konstruksi Kuda-kuda , kayu Lokal Bawean Bahan Analisa 1.100 m3 Balok Kayu Lokal Bawean 6x12
@ Rp.
Upah
15.000 5.600
Kg Kg
Besi Strip (2x3)cm Paku 12 cm
@ Rp. @ Rp.
Analisa 4.000 12.000 1.2000 0.2000 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.8
Memasang 1 m3 Konstruksi Gordeng, Kayu Lokal Bawean Analisa SNI 3434:2008 Bahan Analisa 1.100 m3 Balok Kayu Lokal Bawean 6x12 15.000 Kg Besi Strip (2x3)cm 3.000 Kg Paku 12 cm Upah
Analisa 2.400 7.200 0.7200 0.1200 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.8
Memasang 1 m2 Atap Asbes Gelombang Analisa SNI 3434:2008 Bahan Analisa 0.600 Lbr Asbes Gelombang Besar 0.120 Kg Paku Pancing 60 x 230 Upah
Analisa 0.140 0.075 0.0080 0.0080 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
8.12
Memasang 1 m' Talang datar Seng Analisa SNI 7393:2008 Bahan Analisa 1.050 m' Seng plat 0,3 x60 0.015 kg Paku 1 cm - 2,5 cm 0.019 m3 Kayu Kelas II (papan) Upah
Analisa 0.200 0.400 0.0250 0.0100 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
PEKERJAAN LANGIT-LANGIT 9
Harga Satuan Pekerjaan Langit-langit 9.1 Pasang langit-langit Kalsiboard t = 4 mm + rangka hollow galvalum Analisa sendiri Bahan Sat. Vol. Uraian M 1.650 Hollow 40x40 M 1.650 Hollow 20x40 kg 0.022 Paku sekrup hollow m' 0.733 wall angle kg 0.122 kawat penggantung M 0.780 Hollow 20x40 (penggantung) Lbr 0.382 Kalsiboard (1200x2400x5)mm Kg 0.028 sekrup kalsiboard Bh 4.000 Ramset Dinabolt Bh 0.072 Cotton plaster zak 0.125 Compound Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.250 0.150 0.025 0.025
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m2) dibulatkan 9.2
Memasang 1 m 1 List gypsum profil Analisa SNI 2839:2008 Bahan Sat. Vol. Uraian m' 1.050 List gypsum profil Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.050 0.050 0.005 0.003
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
9.2
@ Rp.
Memasang 1 m2 langit-langit triplek + rangka aluminium Analisa SNI 2839:2008
@ Rp. @ Rp. @ Rp. @ Rp.
Bahan
Tenaga Kerja
Sat. m' kg buah lbr
Vol. 3.600 0.150 1.050 0.375
Sat. Oh Oh Oh Oh
Vol. 0.500 0.500 0.050 0.025
Uraian Profil Aluminium Kawat Dia. 4 mm Ramset Akustik 120 x 240
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
PEKERJAAN PENUTUP LANTAI DAN DINDING 10
Harga Satuan Pekerjaan Penutup Lantai dan Dinding 10.1
Memasang 1 m 2 lantai keramik ukuran (20 x 20) cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Lantai Ubin keramik (30x30) cm Kg 10.000 Portland cement m3 0.045 Pasir pasang Kg 0.750 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.700 0.350 0.035 0.035
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.1
Memasang 1 m 2 lantai keramik ukuran (40 x 40) cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Lantai Ubin keramik (40x40) cm Kg 10.000 Portland cement m3 0.045 Pasir pasang Kg 0.750 Semen warna
@ Rp. @ Rp. @ Rp. @ Rp.
Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.700 0.350 0.035 0.035
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.2
Memasang 1 m 2 keramik uk. 20x25 cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Keramik dinding (20x25) cm Kg 9.300 Portland cement m3 0.018 Pasir pasang Kg 0.970 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.900 0.450 0.045 0.045
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.2
Memasang 1 m' Plint Keramik dinding Uk. 5x25 Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian Bh 5.300 Keramik dinding (5x25) cm Kg 0.570 Portland cement m3 0.002 Pasir pasang Kg 0.013 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.090 0.090 0.009 0.005
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan dibulatkan
PEKERJAAN KUNCI DAN KACA
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
11
Harga Satuan Pekerjaan Kunci dan Kaca 11.1 Pekerjaan 1m2 Pasang kaca bening 5mm Bahan Sat. Vol. Uraian m2 1.100 Kaca bening 5mm Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.160 0.1600 0.0160 0.0080
@ Rp.
Uraian Pekerja Tukang kayu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 11.2
Pekerjaan Pemasangan 1 buah Konci pintu 2x putar SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.2) Bahan Sat. Vol. Uraian bh 1.000 Konci pintu 2x putar @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.010 0.5000 0.0100 0.0050
Uraian Pekerja Tukang kayu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan 11.3
Pekerjaan Pemasangan 1 set engsel pintu SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.5) Bahan Sat. Vol. Uraian set 1.000 Engsel pintu 4" @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.015 0.1500 0.0150 0.0008
Uraian Pekerja Tukang besi Kepala tukang Mandor Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
11.4
Pekerjaan Pemasangan 1 set engsel jendela SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.6) Bahan Sat. Vol. Uraian set 1.000 Engsel jendela @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.010 0.1000 0.0100 0.0005
Uraian Pekerja Tukang besi Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 set ) dibulatkan 11.5
Pekerjaan Pemasangan 1 buah grendel jendela SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca Bahan Sat. Vol. Uraian buah 1 Grendel Jendela (kecil) @ Rp. Tenaga Kerja Sat. Oh Oh Oh Oh
Vol. 0.01 0.1 0.01 0.0005
Uraian Pekerja Tukang besi Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan 11.6
Pekerjaan Pemasangan 1 buah Hak Angin ( sikutan biasa ) SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca Bahan Sat. Vol. Uraian buah 1 Hak Angin (sikutan biasa) @ Rp. Tenaga Kerja Sat. Oh Oh Oh Oh
Vol. 0.015 0.15 0.015 0.0008
Uraian Pekerja Tukang besi Kepala tukang Mandor Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan
PEKERJAAN PENGECATAN
@ Rp. @ Rp. @ Rp. @ Rp.
12
Harga Satuan Pekerjaan Pengecatan 12.1 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.100 Kg Plamir @ Rp. 0.250 Lbr Amplas @ Rp. 0.020 Bh Kuwas / roll @ Rp. 0.100 Kg Cat tembok dasar @ Rp. 0.260 Kg Cat tembok penutup 2x @ Rp. Upah Vol. 0.020 0.063 0.0063 0.0025
An. SNI ( Revisi ) 6.14.2 Sat. Oh Pekerja Oh Tukang cat Oh Kepala tukang Oh Mandor
Uraian @ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.2
1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.010 Kg Plamir @ Rp. 0.120 Lbr Amplas @ Rp. 0.033 Bh Kuwas / roll @ Rp. 0.110 Kg Cat tembok dasar @ Rp. 0.220 Kg Cat tembok penutup 2x @ Rp.
Upah Vol. 0.028 0.042 0.0042 0.0025
An. SNI Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.3
1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.200 Kg Cat meni @ Rp. 0.150 Kg Plamir @ Rp. 0.170 Kg Cat Kayu dasar @ Rp. 0.260 Kg Cat Kayu penutup 2x @ Rp. Upah Vol. 0.070 0.009 0.0060 0.0025
An. SNI ( Revisi ) 6.8.2 Sat. Oh Pekerja Oh Tukang cat Oh Kepala tukang Oh Mandor
Uraian @ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.4
1 m2 Pengecatan bidang kayu lama Bahan An. SNI Vol. Sat. Uraian 0.150 Kg Plamir 0.170 Kg Cat Kayu dasar 0.170 Kg Cat Kayu penutup 2x Upah Vol. 0.070 0.075 0.0075 0.0025
An. SNI Sat. Oh Oh Oh Oh .
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.5
1 m2 Pekerjaan Cat dasar Meni besi Bahan An. SNI Vol. Sat. 0.100 Kg Cat meni 0.100 liter Minyak cat besi Upah
An. SNI ( Revisi ) 6.8.2 Vol. Sat. 0.075 Oh Pekerja 0.0040 Oh Mandor
Uraian @ Rp. @ Rp.
Uraian @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
PEKERJAAN INSTALASI LISTRIK 13
Harga Satuan Pekerjaan Instalasi Listrik 13.1 Pemasangan Titik Stop Kontak Gedung Bahan Analisa Vol. Sat. Uraian 1.000 Buah Stop Kontak 10.000 m' Kabel NYA 500 Volt 2 x 2,5 mm2 1.000 Lonjor Pipa Pralon 5/8 1.000 Buah T Doos Pvc Upah
Analisa Vol. 0.001 0.200 0.0500 .
Sat. Oh Oh Oh
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 Titik) dibulatkan 13.2
Pemasangan Titik Lampu Gedung Bahan Analisa Vol. Sat. 4.000 Buah 10.000 m' 1.000 Lonjor
Uraian Isolator Kabel NYA 500 Volt 2 x 2,5 mm2 Pipa Pralon 5/8
@ Rp. @ Rp. @ Rp.
Upah
1.000 1.000
Buah Buah
Analisa Vol. 0.300 0.500 0.0500 .
Sat. Oh Oh Oh
T Doos Pvc Fitting Plafon
@ Rp. @ Rp.
Uraian Pekerja Tukang Listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan 13.3
Pemasangan Saklar Tunggal Bahan Analisa Vol. Sat. 1.000 Buah Upah
Analisa Vol. 0.050 0.200 0.001 .
Sat. Oh Oh Oh
Uraian Saklar Tunggal
@ Rp.
Uraian Pekerja Tukang listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan 13.4
Pemasangan Saklar Ganda Bahan Analisa Vol. Sat. 1.000 Buah Upah
Analisa Vol. 0.050 0.200 0.001 .
Sat. Oh Oh Oh
Uraian Saklar Ganda
@ Rp.
Uraian Pekerja Tukang listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan
PEKERJAAN SANITARY 14
Harga Satuan Pekerjaan Sanitary 14.1 Memasang 1 Buah Kran Air 3/4 Bahan Analisa Vol. Sat. 1.000 Bh 1.000 Bh Upah
Analisa Vol. 0.150 0.0300 .
Sat. Oh Oh
Uraian Kran Air Seal Tape
@ Rp. @ Rp.
Uraian Tukang Batu Kepala tukang
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 Buah) dibulatkan 14.2
Memasang 1 Buah Kloset Jongkok Bahan Analisa Vol. Sat. Uraian 1.000 Bh Kloset Jongkok Upah
Analisa Vol. 1.100 1.100 0.010 0.1600 .
Sat. Oh Oh Oh Oh
@ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.3
Memasang 1 Buah Kloset Duduk Bahan Analisa Vol. Sat. 1.000 Bh 0.060 Bh Upah
Analisa Vol. 3.300 1.100 0.001
Sat. Oh Oh Oh
Uraian Kloset Duduk Perlengkapan 6% Kloset Duduk
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang
@ Rp. @ Rp. @ Rp.
0.1600
Oh
Mandor
@ Rp.
. Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.4
1 M' Pekerjaan Pipa PVC dia. 3/4 Bahan Analisa Vol. Sat. 1.200 M' 0.350 % Upah
Analisa Vol. 0.080 0.135 0.014 0.004 .
Sat. Oh Oh Oh Oh
Uraian Pipa 3/4 Perlengkapan Pipa 35%
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.5
1 M' Pekerjaan Pipa PVC dia. 3" AW Bahan Analisa Vol. Sat. Uraian 1.200 M' Pipa 3" AW 0.350 % Perlengkapan Pipa 35% Upah
Analisa Vol. 0.036 0.060 0.006 0.002 .
Sat. Oh Oh Oh Oh
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.5
1 M' Pekerjaan Pipa PVC dia. 4" AW Bahan Analisa Vol. Sat. Uraian 1.200 M' Pipa 4" AW 0.350 % Perlengkapan Pipa 35%
@ Rp. @ Rp.
Upah
Analisa Vol. 0.036 0.060 0.006 0.002 .
Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.6
1 Unit Septictank Bahan Analisa Vol. 15.000 2.000 12.000 0.500 .
Sat. M3 M2 M2 M3
Uraian Galian tanah Pas. batu bata 1 Pc : 5 Ps Plesteran 1 Pc : 5 Ps Beton bertulang
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.7
1 Unit Resapan Bahan Analisa Vol. 8.000 1.600 1.300 1.500 0.150 .
Sat. M3 M2 M2 M3 M3
Uraian Galian tanah Pas. batu bata 1 Pc : 5 Ps Urugan pasir pasang Pasangan batu kosong Beton bertulang
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.8
1 Unit Washtafel Bahan Analisa Vol. 1.000 0.120 6.000 0.010 Upah
Analisa Vol.
Sat. bh % kg m3
Sat.
Uraian Washtafel Perlengkapan 12% harga Wastaafel Semen portland Pasir Pasang
Uraian
0.160 0.001 1.100 3.300
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.9
1 Unit Urinoir Bahan Analisa Vol. 1.000 0.030 Upah
Analisa Vol. 0.100 0.100 1.000 1.000 .
Sat. bh %
Sat. Oh Oh Oh Oh
Uraian Urinoir Perlengkapan 3% harga urinoir
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.10 1 Buah Floor Drain Bahan Analisa Vol. 1.000 Upah
Analisa Vol. 0.100 0.010 0.010 0.005 .
Sat. bh
Sat. Oh Oh Oh Oh
Uraian Floor Drain
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan
RJAAN
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
21,250.00 3,750.00 25,000.00
= =
25,000.00 25,000.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
8,500.00 750.00 9,250.00
= =
9,250.00 9,250.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
4,250.00 375.00 4,625.00
= =
4,625.00 4,620.00
= = = = = =
62,400.00 72,000.00 120,000.00 40,000.00 150,000.00 444,400.00
= =
85,000.00 100,000.00
)
2
)
2
)
2
Harga Satuan 65,000.00 75,000.00 6,000,000.00 10,000.00 25,000.00 Sub Total Harga Satuan 85,000.00 100,000.00
Sub Total
= = =
)
Sub total :
17,100.00 = 4,400.00 = =
342.00 440.00 782.00
= = = = = = =
9,000.00 8,500.00 1,250.00 750.00 19,500.00 20,282.00 21,064.00
100,000.00 85,000.00 125,000.00 150,000.00
Sub total : Total Upah dan Bahan unit)
)
3
185,000.00 629,400.00 629,400.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
63,750.00 3,750.00 67,500.00
= =
67,500.00 67,500.00
Harga Satuan 175,000.00 =
210,000.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
25,500.00 1,500.00 27,000.00
= =
237,000.00 237,000.00
)
3
Harga Satuan 175,000.00 Sub Total Harga Satuan 85,000.00 150,000.00 Sub Total )
3
Harga Satuan 108,000.00 235,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
3
= =
210,000.00 210,000.00
= = =
21,250.00 3,750.00 25,000.00
= =
235,000.00 235,000.00
= = =
124,200.00 18,800.00 143,000.00
= = = = =
12,750.00 20,000.00 2,500.00 1,500.00 36,750.00
= =
179,750.00 179,750.00
Harga Satuan 137,500.00 = 1,625.00 = 190,000.00 sub total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total
165,000.00 221,000.00
= =
103,360.00 489,360.00
= = = = =
127,500.00 75,000.00 9,375.00 11,250.00 223,125.00
= =
712,485.00 712,480.00
143,750.00 = 1,625.00 =
172,500.00 190,125.00
)
3
Harga Satuan
190,000.00 sub total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total
= =
106,590.00 469,215.00
= = = = =
127,500.00 75,000.00 9,375.00 11,250.00 223,125.00
= =
692,340.00 692,340.00
143,750.00 =
172,500.00
190,000.00 = sub total =
82,080.00 254,580.00
)
3
Harga Satuan
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total )
3
= = = = =
66,300.00 39,000.00 4,875.00 5,850.00 116,025.00
= =
370,605.00 370,600.00
campuran spesi 1 PC : 3 Ps Harga Satuan 800.00 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
2
= = = =
56,000.00 23,351.25 7,600.00 86,951.25
= = = = =
25,500.00 10,000.00 1,250.00 2,250.00 39,000.00
= =
125,951.25 125,950.00
campuran spesi 1 PC : 5 Ps Harga Satuan 800.00 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00
= = = =
56,000.00 15,730.00 8,550.00 80,280.00
= = = =
25,500.00 10,000.00 1,250.00 2,250.00
Sub Total )
2
Harga Satuan 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
=
39,000.00
= =
119,280.00 119,280.00
= = =
12,636.00 4,370.00 17,006.00
= = = = = = =
25,500.00 15,000.00 1,875.00 2,250.00 44,625.00 61,631.00 61,630.00
Harga Satuan 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 Sub Total Harga Satuan 100,000.00 150,000.00 Sub Total
Harga Satuan
= = =
8,424.00 4,940.00 13,364.00
= = = = = = =
25,500.00 15,000.00 1,875.00 2,250.00 44,625.00 57,989.00 57,980.00
= =
5,281.25 5,281.25
= = = = = = =
17,000.00 10,000.00 1,250.00 1,500.00 29,750.00 35,031.25 35,030.00
= =
3,656.25 3,656.25
= = = = =
10,000.00 1,500.00 11,500.00 15,156.25 15,150.00
5,000.00 7,500.00 5,000.00 400,000.00 2,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 175,000.00 170.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = =
5,000.00 18,750.00 2,000.00 8,000.00 500.00 34,250.00
= = = = = = =
8,500.00 20,000.00 2,500.00 1,500.00 24,000.00 58,250.00 58,250.00
= = = =
320,125.00 82,250.00 159.80 402,534.80
= = = = = = =
140,250.00 25,000.00 3,125.00 12,000.00 180,375.00 582,909.80 582,900.00
Harga Satuan 1,625.00 125.00 170.00 50.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 10,100.00 35,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Kg) Kg)
Harga Satuan 17,000.00 35,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00
= = = = =
529,750.00 95,000.00 174,930.00 10,750.00 810,430.00
= = = = = = =
140,250.00 27,500.00 3,500.00 12,450.00 183,700.00 994,130.00 994,130.00
= = =
106,050.00 5,250.00 111,300.00
= = = = = = = =
5,950.00 7,000.00 875.00 600.00 14,425.00 125,725.00 12,572.50 12,570.00
= = =
178,500.00 5,250.00 183,750.00
= = =
5,950.00 7,000.00 875.00
Kg) Kg)
150,000.00 = Sub Total = = = =
Harga Satuan 5,402,650.00 17,100.00 7,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 5,402,650.00 17,100.00 5,347,100.00 136,200.00 16,500.00 7,700.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
600.00 14,425.00 198,175.00 19,817.50 19,810.00
= = = =
108,053.00 6,840.00 1,400.00 116,293.00
= = = = = = =
44,200.00 26,000.00 3,250.00 3,900.00 77,350.00 193,643.00 193,640.00
= = = = = = =
216,106.00 6,840.00 80,206.50 47,670.00 99,000.00 1,540.00 451,362.50
= = = = = = =
56,100.00 33,000.00 4,125.00 4,950.00 98,175.00 549,537.50 549,530.00
Harga Satuan 994,130.00 12,572.50 Jumlah dibulatkan
= = = =
994,130.00 2,703,087.50 3,697,217.50 3,697,210.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 2,572,339.09 2,581,906.67 6,148,375.75 6,148,370.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 852,365.21 968,215.00 2,814,710.21 2,814,710.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 1,558,721.79 968,215.00 3,521,066.79 3,521,060.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 2,572,339.09 1,290,953.33 4,857,422.42 4,857,420.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 3,397,026.64 1,613,691.67 6,004,848.30 6,004,840.00
Harga Satuan 994,130.00 =
994,130.00
12,572.50 549,530.00 Jumlah dibulatkan
Harga Satuan 11,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
1,723,828.05 2,289,891.51 5,007,849.56 5,007,840.00
= =
13,225.00 13,225.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 25,525.00 25,520.00
G)
Harga Satuan 12,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 19,000.00 1,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total Harga Satuan 34,650.00 Sub Total
= =
14,375.00 14,375.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 26,675.00 26,670.00
= = =
190.00 1.50 191.50
= = = = =
85.00 100.00 1.25 7.50 193.75
= = = =
277.20 277.20 662.45 660.00
Harga Satuan 11,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 12,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 77,000.00 4,255.00 28,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
13,225.00 13,225.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 25,525.00 25,520.00
= =
13,800.00 13,800.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 26,100.00 26,100.00
= = = =
84,700.00 8,510.00 1,725.00 94,935.00
= = = = = = =
3,655.00 4,300.00 537.50 315.00 8,807.50 103,742.50 103,740.00
m)
Harga Satuan 158,400.00 4,255.00 28,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 16,900.00 250.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
174,240.00 8,510.00 1,725.00 184,475.00
= = = = = = =
3,655.00 4,300.00 537.50 330.00 8,822.50 193,297.50 193,290.00
= = =
18,590.00 500.00 19,090.00
= = = = = =
3,853.33 6,666.67 8,333.33 2,000.00 20,853.33 39,943.33
Harga Satuan 25,000.00 6,200.00 38,100.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
10,000.00 1,860.00 1,524.00 13,384.00
= = = = =
3,400.00 2,000.00 250.00 300.00 5,950.00
27,500.00 =
4,675.00
= = =
24,009.00 2,400.90 2,400.00
= = = = =
33,122.80 31,200.00 1,650.00 2,800.00 68,772.80
= = = = = = =
68,772.80 68,770.00
Harga Satuan 4,500.00 =
99,000.00
cm) m)
)
Harga Satuan 6,800.00 15,600.00 550.00 350.00 Sub Total Harga Satuan Sub Total
Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
=
99,000.00
= = = = = = =
12,750.00 7,500.00 1,000.00 1,200.00 22,450.00 121,450.00 121,450.00
= = = =
104,500.00 6,137.00 10,400.00 121,037.00
= = = = = = =
34,000.00 20,000.00 2,500.00 300.00 56,800.00 177,837.00 177,830.00
30,250.00 = 24,000.00 = Sub Total =
33,275.00 1,200.00 34,475.00
)
2
Harga Satuan 20,900.00 190,000.00 65,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
)
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
1
= = = = = = =
8,500.00 20,000.00 4,000.00 480.00 32,980.00 67,455.00 67,450.00
5,347,100.00 =
5,881,810.00
12,000.00 = 17,100.00 = Sub Total = 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
340,000.00 1,200,000.00 150,000.00 30,000.00 1,720,000.00 7,877,570.00 7,877,570.00
5,347,100.00 12,000.00 17,100.00 Sub Total
= = = =
5,881,810.00 180,000.00 51,300.00 6,113,110.00
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
204,000.00 720,000.00 90,000.00 18,000.00 1,032,000.00 7,145,110.00 7,145,110.00
80,000.00 = 38,500.00 = Sub Total =
48,000.00 4,620.00 52,620.00
)
1
)
1
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
1
= = = = =
180,000.00 95,760.00 6,157,570.00
= = = = = = =
11,900.00 7,500.00 1,000.00 1,200.00 21,600.00 74,220.00 74,220.00
)
1
34,100.00 21,200.00 4,690,400.00 Sub Total
= = = =
35,805.00 318.00 89,117.60 125,240.60
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = =
17,000.00 40,000.00 3,125.00 1,500.00 61,625.00 186,865.60 186,860.00
= =
Harga Satuan 7,800.00 5,600.00 24,000.00 3,300.00 26,400.00 5,600.00 93,500.00 25,850.00 1,650.00 19,250.00 93,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
)
Harga Satuan 9,900.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = = = = = = =
12,870.00 9,240.00 528.00 2,418.90 3,220.80 4,368.00 35,717.00 723.80 6,600.00 1,386.00 11,687.50 88,760.00
= = = = = = =
21,250.00 15,000.00 3,125.00 3,750.00 43,125.00 131,885.00 131,880.00
= =
10,395.00 10,395.00
= = = = =
4,250.00 5,000.00 625.00 450.00 10,325.00
= =
20,720.00 20,720.00
Harga Satuan 16,900.00 26,400.00 1,650.00 11,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 55,000.00 1,625.00 190,000.00 30,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 60,000.00 1,625.00 190,000.00 30,000.00 Sub Total
= = = = =
60,840.00 3,960.00 1,732.50 4,125.00 70,657.50
= = = = =
42,500.00 50,000.00 6,250.00 3,750.00 102,500.00
= =
173,157.50 173,150.00
= = = = =
55,000.00 16,250.00 8,550.00 22,500.00 102,300.00
= = = = = =
59,500.00 35,000.00 4,375.00 5,250.00 104,125.00 206,425.00 206,420.00
= = = = =
60,000.00 16,250.00 8,550.00 22,500.00 107,300.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 80,000.00 1,625.00 190,000.00 30,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 4,500.00 7,800.00 35,000.00 77,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = =
59,500.00 35,000.00 4,375.00 5,250.00 104,125.00 211,425.00 211,420.00
= = = = =
80,000.00 15,112.50 3,420.00 29,100.00 127,632.50
= = = = = = =
76,500.00 45,000.00 5,625.00 6,750.00 133,875.00 261,507.50 261,500.00
= = = = =
23,850.00 4,446.00 52.50 1,001.00 29,349.50
= = = = = = =
7,650.00 9,000.00 1,125.00 750.00 18,525.00 47,874.50 47,870.00
Harga Satuan 99,990.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
2
dan kaca (6.2) Harga Satuan 189,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
dan kaca (6.5) Harga Satuan 30,690.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
= =
109,989.00 109,989.00
= = = = =
13,600.00 16,000.00 2,000.00 1,200.00 32,800.00
= =
142,789.00 142,780.00
= =
189,750.00 189,750.00
= = = = = = =
850.00 50,000.00 1,250.00 750.00 52,850.00 242,600.00 242,600.00
= =
30,690.00 30,690.00
= = = = = = =
1,275.00 15,000.00 1,875.00 120.00 18,270.00 48,960.00 48,960.00
dan kaca (6.6) Harga Satuan 25,850.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total et )
Harga Satuan 12,650.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 15,620.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
25,850.00 25,850.00
= = = = = = =
850.00 10,000.00 1,250.00 75.00 12,175.00 38,025.00 38,020.00
= =
12,650.00 12,650.00
= = = = = = =
850.00 10,000.00 1,250.00 75.00 12,175.00 24,825.00 24,820.00
= =
15,620.00 15,620.00
= = = = = = =
1,275.00 15,000.00 1,875.00 120.00 18,270.00 33,890.00 33,890.00
Harga Satuan 37,000.00 7,400.00 30,900.00 25,000.00 25,000.00 Sub Total
= = = = = =
3,700.00 1,850.00 618.00 2,500.00 6,500.00 15,168.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
1,700.00 6,300.00 787.50 375.00 9,162.50 24,330.50 24,330.00
= = = = = =
370.00 888.00 1,030.00 2,750.00 5,500.00 10,538.00
Harga Satuan 37,000.00 7,400.00 30,900.00 25,000.00 25,000.00 Sub Total
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
2,380.00 4,200.00 525.00 375.00 7,480.00 18,018.00 18,010.00
Harga Satuan 30,300.00 70,000.00 65,000.00 65,000.00 Sub Total
= = = = =
6,060.00 10,500.00 11,050.00 16,900.00 44,510.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
5,950.00 900.00 750.00 375.00 7,975.00 52,485.00 52,480.00
Harga Satuan 70,000.00 65,000.00 65,000.00 Sub Total
= = = =
10,500.00 11,050.00 11,050.00 32,600.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = =
5,950.00 7,500.00 937.50 375.00 14,762.50
= =
47,362.50 47,360.00
Harga Satuan 40,700.00 = 25,300.00 = Sub Total =
4,070.00 2,530.00 6,600.00
)
2
tik)
Harga Satuan 85,000.00 = 150,000.00 = Sub Total = = =
6,375.00 600.00 6,975.00 13,575.00 13,570.00
= = = = =
37,000.00 50,000.00 10,800.00 2,750.00 100,550.00
= = = = = =
85.00 20,000.00 7,500.00 27,585.00 128,135.00 128,130.00
Harga Satuan 8,800.00 = 5,000.00 = 10,800.00 =
35,200.00 50,000.00 10,800.00
Harga Satuan 37,000.00 5,000.00 10,800.00 2,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
2,750.00 = 15,950.00 = Sub Total = Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
25,500.00 50,000.00 7,500.00 83,000.00 197,700.00 197,700.00
Harga Satuan 17,710.00 = Sub Total =
17,710.00 17,710.00
itik )
Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
4,250.00 20,000.00 150.00 24,400.00 42,110.00 42,110.00
Harga Satuan 23,430.00 = Sub Total =
23,430.00 23,430.00
itik )
itik )
2,750.00 15,950.00 114,700.00
Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
4,250.00 20,000.00 150.00 24,400.00 47,830.00 47,830.00
uah)
Buah )
Harga Satuan 24,530.00 = 3,630.00 = Sub Total =
24,530.00 3,630.00 28,160.00
Harga Satuan 100,000.00 = 150,000.00 = Sub Total = = =
15,000.00 4,500.00 19,500.00 47,660.00 47,660.00
Harga Satuan 170,830.00 = Sub Total =
170,830.00 170,830.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
93,500.00 110,000.00 1,250.00 24,000.00 228,750.00 399,580.00 399,580.00
Harga Satuan 1,100,000.00 = 1,100,000.00 = Sub Total =
1,100,000.00 66,000.00 1,166,000.00
Harga Satuan 85,000.00 = 100,000.00 = 125,000.00 =
280,500.00 110,000.00 125.00
Buah )
150,000.00 = Sub Total = = =
24,000.00 414,625.00 1,580,625.00 1,580,620.00
Harga Satuan 4,800.00 = 28,800.00 = Sub Total =
5,760.00 10,080.00 15,840.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
6,800.00 13,500.00 1,687.50 615.00 22,602.50 38,442.50 38,440.00
Harga Satuan 27,500.00 = 165,000.00 = Sub Total =
33,000.00 57,750.00 90,750.00
Buah )
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
3,060.00 6,000.00 750.00 300.00 10,110.00 100,860.00 100,860.00
Harga Satuan 45,000.00 = 270,000.00 = Sub Total =
54,000.00 94,500.00 148,500.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Buah )
Harga Satuan 67,500.00 119,280.00 57,980.00 6,148,375.75 Sub Total
Buah )
Harga Satuan 67,500.00 119,280.00 237,000.00 370,600.00 6,148,375.75 Sub Total
Buah )
Harga Satuan 1,150,000.00 1,150,000.00 1,625.00 190,000.00 Sub Total Harga Satuan
= = = = = = =
3,060.00 6,000.00 750.00 300.00 10,110.00 158,610.00 158,610.00
= = = = = = =
1,012,500.00 238,560.00 695,760.00 3,074,187.88 5,021,007.88 5,021,007.88 5,021,000.00
= = = = = = = =
540,000.00 190,848.00 308,100.00 555,900.00 922,256.36 2,517,104.36 2,517,104.36 2,517,100.00
= = = = =
1,150,000.00 138,000.00 9,750.00 1,900.00 1,299,650.00
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
13,600.00 100.00 137,500.00 495,000.00 646,200.00 1,945,850.00 1,945,850.00
Harga Satuan 2,100,000.00 = 2,100,000.00 = Sub Total =
2,100,000.00 63,000.00 2,163,000.00
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
8,500.00 10,000.00 125,000.00 150,000.00 293,500.00 2,456,500.00 2,456,500.00
Harga Satuan 11,880.00 = Sub Total =
11,880.00 11,880.00
Buah )
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
8,500.00 1,000.00 1,250.00 750.00 11,500.00 23,380.00 23,380.00
KEGIATAN PEKERJAAN LOKASI No.
: PEMBANGUNAN DAN REHABILITASI BANGUNAN SD : PEMBANGUNAN RUANG KELAS BARU SDN TROMPOASRI III : KECAMATAN JABON KAB. SIDOARJO Uraian Pekerjaan
Sat
Vol
Panjang
Lebar
PEKERJAAN PERSIAPAN Pengukuran PEKERJAAN TANAH Galian Tanah Biasa Urugan Sirtu Urugan Pasir bawah lantai Urugan Tanah Kembali Urugan pasir bawah pondasi
m3 m3 m3 m3 m3
70.80 251.60 74.00 42.48 11.80
236 296 296 70.80 236.00
PEKERJAAN BETON Pek. Rabat beton tb 5 cm Pek. Kolom K1 15/15 Pek. Kolom K2 40/40 Ring Balk 15/20 Balok latei 15/15 Plat Lantai dak beton 12 cm Sloof 20/30
m3 m3 m3 m3 m3 m3 m3
14.80 7.29 1.06 7.08 2.61 1.92 14.16
296.00 4.5 3.3 236 116 4 236
m2 m3
809.53 186.52 138.06 48.46 59.26 47.20 12.06 1619.06 10.56 10.56
224
PEKERJAAN PASANGAN & PLESTERAN Pas. Dinding Bata 1pc : 5ps Pek. Pondasi Batu Kali 1pc : 6ps Pondasi 1 Pondasi 2 Pek. Aanstampeng Pondasi 1 Pondasi 2 Pek. Plesteran dinding 1pc : 5ps Pek. Plesteran beton 1pc : 3ps Kolom K2 Pek. Acian Pek. Benangan Kolom K2 Kusen PEKERJAAN KUSEN, PINTU, & JENDELA Pas. Kusen Aluminium 4" PJ1 P1 P2 J1 BV1 Pas. Daun pintu PJ1 P1 P2 Pas. Slimar Aluminium
m3
m2 m2
m2 m'
m'
unit
m'
1619.06 606.70 26.40 580.30
290.15 17.65 87.10 58.80 99.00 27.60 27.00 2.00 13.00 12.00 54.80
1
0.15 0.4 0.15 0.15 4 0.2
236 86.15 236.00 86.15 809.53
1 0.7
1.6
3.3
3.3 290.15
4
17.65 6.7 4.9 9 2.3
PJ1 J1 PEKERJAAN ATAP Atap Kuda kuda double siku L60.60.6 Kuda Kuda Plat Plendes tb. 10 mm Plat Simpul Perakitan kuda kuda siku Pas. Baut dia. 12 mm Jarum keras dia. 16 mm Ikatan Angin stak 3/8" Baut Trekstang Angkur baut dia. 19 mm P=50 Gording Kanal C 125.50.20.2,3 Trekstang dia. 12 mm Plat pengaku gording 6mm Genteng karang Pilang Bubungan Usuk + reng Galvalum Lisplank Calciplank Pengelasan dengan las listrik
18.50 36.30
4.2 3.3 AXBXC
kg kg kg kg bh bh bh bh bh kg kg kg m2 m2 m2 m' cm
3767.12 3767.12 21.13 162.24 3767.12 372.00 12.00 12.00 144.00 144.00 48.00 1054.55 63.49 20.32 156.80 17.80 156.80 84.00 2100.00
4.9
Berat/m' Kg
695.04 0.27 3.45
5.42 78.266711 47.027209
233.48 71.5 0.432
4.517 0.888 47.027
156.8 24
60
PEKERJAAN LANGIT-LANGIT Rangka Plafond + Plafond Calciboard List Plafond gypsum PEKERJAAN KERAMIK Keramik Lantai 40x40 Mess Keramik Lantai 20x20 PEKERJAAN PENGGANTUNG, KUNCI, KACA Kunci 2x Putar PJ P1 P2 Engsel pintu PJ P1 P2 Engsel jendela PJ1 J Grendel Jendela Kaca PJ J BV P1
m2 m'
360.00 224.00
30 224
12
m2
304.00 336.00 32.00
28.0 4
12 2
1 1
2 2
2.14 0.52 0.204 0.19
2 2 2 1
2
2.5
bh
set
set
bh m2
26.00 1.00 13.00 12.00 40.00 2.00 20.00 18.00 24.00 2.00 22.00 24.00 23.01 4.28 11.42 4.90 2.41
PEKERJAAN ELEKTRIKAL Lampu SL 18 watt Lampu PL 11 watt Instalasi lampu Instalasi Stop kontak Saklar Ganda Saklar tunggal
bh bh ttk ttk bh bh
35.00 12.00 75.00 10.00 11.00 17.00
PEKERJAAN UTILITAS A. PEKERJAAN AIR BERSIH Saluran pipa air bersih dia. 3/4 Gate Valve Mesin pompa type jet
m' bh unit
40.00 1.00 1.00
B. PEKERJAAN AIR KOTOR Septictank Resapan Saluran pipa air buangan dia. 4" Saluran pipa air kotor dia. 3"
unit unit m' m'
2.00 2.00 38.00 44.00
19 22
PEKERJAAN SANITARY Kloset Duduk Urinoir Washtafel Floor Drain Kran air
unit unit unit bh bh
8.00 4.00 4.00 8.00 28.00
2 2 1 2 16
PEKERJAAN FINISHING Pengecatan Dinding Pengecatan Plafond
12
Pengecatan Lisplank
Tinggi
Banyak
0.3 0.85 0.25 0.6 0.05
0.05 0.15 0.4 0.2 0.15 0.12 0.3
4
72 2
Luas Kusen 86.47 0.585 0.563
0.2 0.2 2 2
2 2
1 13 12 11 12
9.4
A
1 11 B
C
57.92 0.0225 3.45
2 12 2
6 0.5
12
2 2
6 6
4 116.74 7.15 0.01
2 2 2 12
6
38.4
118.4
5 6
4
1 13 12 3 3 3
1 13 12 1 11
1 11 12 13
35 12 75 10 11 17
2
4
2 2
4 2 4 4
2 2 2
PEMERINTAH KABUPATEN SIDOARJO DINAS PENDIDIKAN Jl. Pahlawan No. 04 Telp. 031 8960982 Fax. 8951349 S I DOARJ O
RAB (RENCANA ANGGARAN BIAYA)
KEGIATAN
PEKERJAAN LOKASI
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUMBERDAYA PERIKANAN & KELAUTAN BAWEAN
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
TN. ANGGARAN : 2016
KONSULTAN PERENCANA
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUM PERIKANAN & KELAUTAN BAWEAN
PEKERJAAN LOKASI
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
NO
I 1
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN Pengukuran
VOLUME
STN
1.00 Ls Sub Jumlah
II 1 2 3 4 5
PEKERJAAN TANAH Galian Tanah Biasa Urugan sirtu peninggian bawah lantai t = 85 cm Urugan pasir bawah lantai t = 20 cm Urugan tanah kembali Urugan pasir bawah pondasi t = 20 cm
70.80 251.60 74.00 42.48 11.80
m3 m3 m3 m3 m3 Sub Jumlah
III 1 2 3 4 5 6 7
PEKERJAAN BETON Pek. Rabat beton t = 5 cm Pek. Kolom K1 15/15 K-175 Pek. Kolom K2 40/40 K-175 Pek. Ring Balk (RB) 15/20 K-175 Pek. Balok Latei 15/15 K-175 Pek. Plat Lantai Dak beton 12 cm Pek. Sloof 20/30 K-175
14.80 7.29 1.06 7.08 2.61 1.92 14.16
m3 m3 m3 m3 m3 m3 m3 Sub Jumlah
IV 1 2 3 4 5
PEKERJAAN PASANGAN & PLESTERAN Pas. Dinding bata 1pc : 5ps Pek. Pondasi batu kali 1pc : 6pp Pek. Aanstampeng Pek. Plesteran dinding 1pc : 5pp Pek. Plesteran Beton 1pc : 3pp
809.53 186.52 59.26 1619.06 10.56
m2 m3 m3 m2 m2
6 7
Pek. Acian Pek. Benangan
1619.06 m2 606.70 m' Sub Jumlah
V 1 2 3
PEKERJAAN KUSEN, PINTU, & JENDELA Pas. Kusen Aluminium 4" Pas. Daun Pintu WPC Board Pas. Slimar Aluminium
290.15 m' 27.00 unit 54.80 m' Sub Jumlah
VI 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
PEKERJAAN LANGIT-LANGIT Pek. Rangka Kuda kuda Baja Double Siku L60.60.6 Pek. Plat Flendes tb 10 mm Pek. Plat Simpul tb 6 mm Pek. Perakitan Kuda kuda Pas. Baut dia. 12 mm Pas. Jarum keras 16 mm Pek. Stak 3/8" Pas. Baut Trekstang Pas. Angkur baut dia. 19 mm P 50 cm Pek. Gording Kanal C125.50.20.2,3 Trekstang dia. 12 mm Plat pengaku gording 6 mm Usuk + Reng Galvalum Pas. Genteng Karangpilang Pas. Bubungan Karangpilang Pek. Lisplank Calciplank l=30 cm Pengelasan dengan las listrik
3767.12 21.13 162.24 3767.12 372.00 12.00 144.00 144.00 48.00 1054.55 63.49 20.32 156.80 156.80 17.80 84.00 2100.00
kg kg kg kg bh bh bh bh bh kg kg kg m2 m2 m2 m' cm Sub Jumlah
VII PEKERJAAN LANGIT-LANGIT 1 Pas. Rangka Plafond + Plafond Calciboard 1200x2400 2 List Plafond gypsum
360.00 m2 224.00 m2 Sub Jumlah
VIII PEKERJAAN KERAMIK 1 Pas. Keramik Lantai 40x40 2 Pas. Keramik Lantai Kamar mandi 20x20
304.00 m2 32.00 m2 Sub Jumlah
IX 1 2 3 4 5
PEKERJAAN PENGGANTUNG, KUNCI, & KACA Kunci 2x Putar Engsel Pintu Engsel Jendela Casement 12" Grendel Jendela Rambuncis Kaca 5 mm
26.00 40.00 24.00 24.00 23.01
bh set set bh m2 Sub Jumlah
IX
PEKERJAAN UTILITAS
1 2 3 4 5 6 7
Saluran pipa air bersih dia. 3/4 Gate Valve Mesin Pompa Type Jet Septictank Resapan Saluran pipa air buangan dia. 4" Saluran pipa air buangan dia. 3"
40.00 1.00 1.00 2.00 2.00 38.00 44.00
m' bh unit unit unit m' m' Sub Jumlah
IX 1 2 3 4 5
PEKERJAAN SANITARY Pas. Kloset Duduk Pas. Urinoir Washtafel Floor Drain Kran air 3/4
8.00 4.00 4.00 8.00 28.00
bh unit unit bh bh Sub Jumlah
IX 1 2 3 4 5 6
PEKERJAAN ELEKTRIKAL Lampu SL 23 watt Lampu SL 18 watt Instalasi Lampu Instalasi Stop Kontak Saklar Ganda Saklar Tunggal
35.00 12.00 75.00 10.00 11.00 17.00
bh bh ttk ttk bh bh Sub Jumlah
X 1 2 3
PEKERJAAN FINISHING/PENGECATAN Pengecatan Plafond Pengecatan Dinding Pengecatan Lisplank
360.00 m² 1619.06 m² 25.20 m² Sub Jumlah
REKAPITULASI
RENCANA ANGGARAN BIAYA KEGIATAN
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUM PERIKANAN & KELAUTAN BAWEAN
PEKERJAAN LOKASI
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
NO
I II III IV V VI VII VIII IX X XI XII XIII
URAIAN PEKERJAAN
PEKERJAAN PERSIAPAN PEKERJAAN TANAH PEKERJAAN BETON PEKERJAAN PASANGAN & PLESTERAN PEKERJAAN KUSEN, PINTU, & JENDELA PEKERJAAN LANGIT-LANGIT PEKERJAAN LANGIT-LANGIT PEKERJAAN KERAMIK PEKERJAAN PENGGANTUNG, KUNCI, & KACA PEKERJAAN UTILITAS PEKERJAAN SANITARY PEKERJAAN ELEKTRIKAL PEKERJAAN FINISHING/PENGECATAN
JUMLAH TOTAL JUMLAH PPN 10 % TOTAL DIBULATKAN
TERBILANG :
Satu Milyar Tiga Ratus Dua Belas Juta Tiga Ratus Empat Puluh Dua Ribu Rupiah
Dibuat Oleh :
Konsultan perenca
CV. SIGMA REKATAMA C
SAMSUL AMSOR Direktur
ELABUHAN & KONSERVASI SUMBERDAYA
HARGA STN (Rp.)
JUMLAH HRG (Rp.)
500,000.00 Sub Jumlah
500,000.00 500,000.00
67,500.00 235,000.00 237,000.00 22,500.00 237,000.00 Sub Jumlah
4,779,000.00 59,126,000.00 17,538,000.00 955,800.00 2,796,600.00 85,195,400.00
582,900.00 6,148,370.00 2,814,710.00 6,004,840.00 4,857,420.00 5,007,849.56 3,521,060.00 Sub Jumlah
8,626,920.00 44,821,617.30 2,972,333.76 42,514,267.20 12,677,866.20 9,615,071.15 49,858,209.60 171,086,285.21
119,280.00 692,340.00 370,600.00 57,980.00 61,630.00
96,560,738.40 129,134,824.09 21,962,126.60 93,873,098.80 650,812.80
35,030.00 15,150.00 Sub Jumlah
56,715,671.80 9,191,505.00 408,088,777.49
103,740.00 1,365,000.00 193,290.00 Sub Jumlah
30,100,161.00 36,855,000.00 10,592,292.00 77,547,453.00
25,520 26,100 26,100 660 11,000 26,620 13,970 660 24,090 25,520 10,100 26,100 68,770 121,450 177,830 67,450 2,400 Sub Jumlah
96,136,821 551,546 4,234,565 2,486,297 4,092,000 319,440 2,011,680 95,040 1,156,320 26,912,150 641,269 530,241 10,783,136 19,043,360 3,165,374 5,665,800 5,040,000 182,865,038.75
131,880 20,720 Sub Jumlah
47,476,800 4,641,280 52,118,080.00
211,420.00 261,500.00 Sub Jumlah
64,271,680.00 8,368,000.00 72,639,680.00
242,600.00 48,960.00 38,020.00 24,820.00 142,780.00 Sub Jumlah
6,307,600.00 1,958,400.00 912,480.00 595,680.00 3,285,881.81 13,060,041.81
38,440.00 150,000.00 1,100,000.00 5,021,000.00 2,517,100.00 158,610.00 100,860.00 Sub Jumlah
1,537,600.00 150,000.00 1,100,000.00 10,042,000.00 5,034,200.00 6,027,180.00 4,437,840.00 28,328,820.00
1,580,620.00 2,456,500.00 1,945,850.00 23,380.00 47,660.00 Sub Jumlah
12,644,960.00 9,826,000.00 7,783,400.00 187,040.00 1,334,480.00 31,775,880.00
66,000.00 58,300.00 197,700.00 128,130.00 47,830.00 42,110.00 Sub Jumlah
2,310,000.00 699,600.00 14,827,500.00 1,281,300.00 526,130.00 715,870.00 20,360,400.00
24,330.00 24,330.00 52,480.00 Sub Jumlah
8,758,800.00 39,391,729.80 1,322,496.00 49,473,025.80
ELABUHAN & KONSERVASI SUMBERDAYA
JML TOTAL (RP)
500,000.00 85,195,400.00 171,086,285.21 408,088,777.49 77,547,453.00 182,865,038.75 52,118,080.00 72,639,680.00 13,060,041.81 28,328,820.00 31,775,880.00 20,360,400.00 49,473,025.80
1,193,038,882.05 1,193,038,882.05 119,303,888.21 1,312,342,770.258 1,312,342,000.000
mpat Puluh Dua Ribu Rupiah
Surabaya,
2016
Dibuat Oleh : Konsultan perencana CV. SIGMA REKATAMA CONSULINDO
SAMSUL AMSORI, ST Direktur
DAFTAR HARGA BAHAN BANGUNAN TAHUN ANGGARAN 2016 No.
Nama / Jenis Bahan
1 Sirtu Urug 2 Pasir Pasang 3 Sirtu Ayak 4 Batu belah 15cm/20 cm 5 Pasir beton 6 Pasir beton 7 Kerikil/batu pecah mesin 1/2 8 Kerikil/batu pecah mesin 1/2 9 Bata merah 10 Portland Cement (semen) 11 Portland Cement (semen) 40 Kg 12 Semen warna 13 Besi beton polos 14 Besi beton ulir 15 Besi baja WF 16 Besi profil siku 17 Besi CNP 125.50.20.2,3 18 Besi plat 19 Kawat beton 20 Kawat las 21 Maintruss C 75 22 Maintruss C75.0,6 23 Reng galvalum UK 30 24 Screw 12 - 14 x 20 25 Screw 12 - 14 x 16 26 Kalsiplang l=30 cm 27 Hollow 4x4 galvalum 28 Hollow 2x4 galvalum 29 Kusen Alumunium 4" lengkap 30 Slimar Alumunium 3/8" 3 profil lengkap 31 Hollow Aluminium 1" x 2 " 32 Skrup Fixer 33 Sealent 34 Profil kaca 35 Besi Strip (2x3)cm 36 Kawat Ram 37 Paku Sekrup 1cm-2,5 cm 38 Paku skrup 10 cm 39 Paku sekrup (Gypsumboard)
Satuan M3 M3 M3 M3 M3 Kg M3 Kg BJ Kg sak Kg Kg Kg Kg Kg Kg Kg Kg Kg M M M Bh Bh M M M M M M Bh Tube M Kg M2 Bh Kg Kg
40 Paku 1 cm - 2,5 cm 41 Paku tripleks 42 Paku Pancing 60x230 43 Paku 5 cm - 10 cm 44 Tripleks 12 mm 45 Tripleks 6 mm 46 Plywood tebal 9 mm 47 Plywood tebal 4 mm Ukuran (90 × 220) cm 48 Teakwood tebal 4mm, Ukuran (120 × 240) cm 49 kalsigibsumboard (1200x2400x9)mm 50 kalsiboard (1200x2400x4)mm 51 Seng plat 0,3 x60 52 Asbes Gelombang kecil 53 Asbes Gelombang Besar 54 List gypsum profil 55 Ramset dinabolt
Kg Kg Kg Kg Lbr Lbr Lbr Lbr Lbr Lbr Lbr M Lbr Lbr M Bh
56 Wall angle 57 Kawat penggantung 58 Cotton plaster 59 Compound 60 List kayu profil 61 Dolken kayu galam ø (8 - 10) cm, panjang 4 m 62 Kayu meranti (papan) 63 Kayu Lokal Bawean (Balok) 64 Kayu Kelas II (papan) 65 Lem kayu 66 Usuk (5 × 7) cm kayu meranti 67 Usuk (4 × 6) cm kayu meranti 68 Reng 2/3 kayu meranti 69 Kayu Klas III 70 Lantai Ubin keramik (30x30) cm 71 Lantai Ubin keramik (40x40) cm 72 Lantai Ubin keramik Rokc Tile (40x40) cm 73 Keramik dinding (20x25) cm 74 Keramik dinding (5x25) cm 75 Keramik lantai (20x20) cm 76 Paving Stone Abu-2 Tb 6 Cm (4 Persg.Panj. DT3) K300 77 Kanstin uk. 40x20x10 78 Stopper Uskup tebal 6 cm K 300 79 Plamir kayu 80 Plamir tembok 81 Amplas 82 Kuwas / roll 83 Cat tembok 84 Cat Kayu 85 Cat meni 86 Cat meni besi 87 Minyak cat besi 88 Minyak pelumas 89 Minyak bekisting 90 Genteng kaca 91 Genteng karang pilang Kw 1 92 Bubungan Genteng karang pilang Kw 1 93 Stop Kontak 94 Kabel NYA 500 Volt 2 x 2,5 mm2 95 Pipa Pralon 5/8 96 T Doos Pvc 97 Isolator 98 Fitting Plafon
M Kg bh sak M Btg M3 M3 M3 Kg M3 M3 M3 M3 M2 M2 M2 M2 Bh M2 M2 Bh Bh Kg Kg Lbr Bh Kg Kg Kg Kg Ltr Ltr Ltr Bh Bh Bh Bh M ljr Bh Bh Bh
99 Saklar Tunggal 100 Saklar Ganda 101 Kloset jongkok porselen 102 Kloset Duduk Porselen 102 Kaca bening 5 mm 103 Kunci pintu 2x putar 104 Engsel pintu 4" 105 Engsel jendela 106 engsel jendela Casement uk. 12" 107 Rambuncis 108 Hak Angin 109 Pintu Board WPC (0,5 cm) 110 Angker 5/8" 50 cm 111 Jarum Keras 5/8" 112 Mur baut 5/8" 113 Mur Baut 3/4 " 114 Mur 1/2" 115 Stak 3/8" 116 Kran air
Bh Bh Bh Bh M2 Bh Set Set Set Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh
117 Seal tape 118 Floor drain 119 Pipa PVC dia. 3/4 AW 120 Pipa PVC dia. 3" AW 121 Pipa PVC dia. 4" AW 122 Mesin Pompa Type Jet 123 Gate Valve 124 Washtafel 125 Urinoir 126 Sewa alat 127 Lampu SL 23 Watt 128 Lampu SL 18 Watt 129 MCB 130 Solar 131 Air 132 Benang
1 2 3 4 5 6 7 8 9 10
UPAH Pekerja Tukang Batu Tukang Las konstruksi Tukang alumunium Tukang Kayu Tukang besi Tukang Cat Tukang listrik Kepala Tukang Mandor
Bh Bh M' M' M' Unit Unit Unit Unit Jam Bh Bh Unit Ltr Ltr M'
Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh
AN
Harga Bahan 175,000.00 190,000.00 150,000.00 137,500.00 175,000.00 125.00 240,000.00 170.00 800.00 1,625.00 65,000.00 30,000.00 10,100.00 17,000.00 12,500.00 11,500.00 11,500.00 12,000.00 35,000.00 25,000.00 15,600.00 10,500.00 6,800.00 550.00 350.00 30,250.00 7,800.00 5,600.00 77,000.00 158,400.00 16,900.00 4,600.00 32,100.00 2,400.00 12,000.00 30,000.00 250.00 24,000.00 25,850.00
21,200.00 32,000.00 38,500.00 17,100.00 125,000.00 11,000.00 136,200.00 94,800.00 125,000.00 70,700.00 93,500.00 34,100.00 69,500.00 80,000.00 9,900.00 1,650.00
3,300.00 26,400.00 19,250.00 93,500.00 6,300.00 16,500.00 6,000,000.00 5,347,100.00 4,690,400.00 15,400.00 5,500,000.00 6,000,000.00 5,000,000.00 5,402,650.00 60,000.00 60,000.00 75,350.00 80,000.00 5,500.00 55,000.00 108,000.00 47,000.00 5,000.00 70,000.00 37,000.00 7,400.00 30,900.00 25,000.00 65,000.00 30,300.00 40,700.00 25,300.00 38,100.00 7,700.00 60,500.00 4,500.00 20,900.00 37,000.00 5,000.00 10,800.00 2,750.00 8,800.00 15,950.00
17,710.00 23,430.00 170,830.00 1,100,000.00 99,990.00 189,750.00 30,690.00 25,850.00 27,830.00 12,650.00 15,620.00 1,365,000.00 24,090.00 26,620.00 3,520.00 11,000.00 660.00 13,970.00 24,530.00
3,630.00 11,880.00 4,800.00 27,500.00 45,000.00 1,100,000.00 150,000.00 1,150,000.00 2,100,000.00 27,500.00 66,000.00 58,300.00 365,750.00 6,200.00 50.00 4,400.00
85,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 125,000.00 150,000.00
1 2 3 4 5 6 7 8 9 10
UPAH Pekerja Tukang Batu Tukang Las konstruksi Tukang alumunium Tukang Kayu Tukang besi Tukang Cat Tukang listrik Kepala Tukang Mandor
Oh Oh Oh Oh Oh Oh Oh Oh Oh Oh
85,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 100,000.00 125,000.00 150,000.00
ANALISA SATUAN PEKERJAAN
PEKERJAAN PERSIAPAN 1.
Harga Satuan Pekerjaan Persiapan 1.1 Pekerjaan 1m2 Bongkaran dinding tembok bata merah Tenaga Kerja Sat. Vol. Uraian Oh 0.250 Pekerja Oh 0.0250 Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 1.2
Pekerjaan 1m2 Bongkaran Rangka dan Penutup Atap Tidak Dipakai Kembali Tenaga Kerja Sat. Vol. Uraian Oh 0.100 Pekerja @ Rp. Oh 0.0050 Mandor @ Rp. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
1.3
Pekerjaan 1m2 Bongkaran Rangka dan Penutup Plafond Tidak Dipakai Kembali Tenaga Kerja Sat. Vol. Uraian Oh 0.050 Pekerja @ Rp. Oh 0.0025 Mandor @ Rp. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
1.4
Pekerjaan 1unit Pembuatan dan Pemasangan Papan Nama Proyek Bahan Sat. Vol. Uraian M2 0.960 Triplek tebal 12 mm M2 0.960 Print Out Lapis Vinyl M3 0.020 Usuk 4/6 kayu meranti M 4.000 Lis siku aluminium 3 Cm M2 6.000 Cat tembok Tenaga Kerja
Sat. Oh Oh
Vol. 1.000 1.000
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang kayu
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (unit) dibulatkan 1.3
Pekerjaan 1 m' Pengukuran Bahan An. SNI ( Revisi ) 6.4.1 0.0200 Paku biasa 2" - 5 " kg 0.1000 Benang m' Upah Oh Oh Oh Oh
@ Rp. @ Rp. Sub total :
An. SNI ( Revisi ) 6.4.2 0.0900 Tukang Kayu 0.1000 Pekerja 0.0100 Kepala Tukang 0.0050 Mandor
@ Rp. @ Rp. @ Rp. @ Rp. Sub total : Total Upah dan Bahan Jumlah Harga Persatuan Pekerjaan (unit)
PEKERJAAN TANAH 2.
Harga Satuan Pekerjaan Tanah 2.1
Menggali 1 m 3 Tanah biasa sedalam 1 meter Analisa SNI 2835:2008 Tenaga Kerja Sat. Vol. Oh 0.750 Pekerja Oh 0.025 Mandor
Uraian
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
@ Rp. @ Rp.
2.2
Mengurug kembali 1 M 3 pasir urug Analisa SNI 2835:2008 Bahan Sat. Vol. M Tenaga Kerja
3
Sat. OH OH
1.200 Vol. 0.300 0.0100
Uraian Pasir Urug
@ Rp. Uraian
Pekerja Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 2.3
Mengurug 1 m 3 sirtu padat untuk peninggian lantai bangunan Analisa SNI 2835:2008 Bahan Sat. Vol. Uraian m3 1.200 Sirtu Tenaga Kerja
Sat. Oh Oh
Vol. 0.250 0.025
@ Rp.
Uraian Pekerja Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 2.4
Menguruk kembali 1 M3 galian Menguruk kembali 1 M3 galian dihitung 1/3 kali indeks pekerjaan galian
2.5
Memasang 1 M2 Paving tb = 6 cm Analisa SNI 2835:2008 Bahan Sat. Vol. m2 1.150 Paving m3 0.080 Sirtu
Uraian
Tenaga Kerja
Uraian
Sat. Oh Oh Oh Oh
Vol. 0.150 0.200 0.020 0.010
@ Rp. @ Rp.
Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
PEKERJAAN PONDASI 3
Harga Satuan Pekerjaan Pondasi 3.1
Memasang 1 m 3 Pondasi batu-belah, campuran 1 PC : 5 PP Analisa SNI 2836:2008 Bahan Sat. Vol. Uraian
Tenaga Kerja
M3 Kg
1.200 136.000
Batu belah 15cm/20 cm Portland Cement
@ Rp. @ Rp.
M3
0.544
Pasir pasang
@ Rp.
Sat. OH OH OH OH
Vol. 1.500 0.750 0.075 0.075
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 3.2
Memasang 1 m 3 Pondasi batu-belah, campuran 1 PC : 6 PP Analisa SNI 2836:2008 Bahan Sat. Vol. Uraian
Tenaga Kerja
M3 Kg
1.200 117.000
Batu belah 15cm/20 cm Portland Cement
@ Rp. @ Rp.
M3
0.561
Pasir pasang
@ Rp.
Sat. OH OH OH OH
Vol. 1.500 0.750 0.075 0.075
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan 3.3
Memasang 1 m 3 Batu Kosong (Aanstamping) Analisa SNI 2836:2008 Bahan Sat. Vol.
Uraian
M3
1.200
Batu belah 15cm/20 cm
@ Rp.
M
0.432
Pasir Urug
@ Rp.
3
Tenaga Kerja
Sat. OH OH OH OH
Vol. 0.780 0.390 0.039 0.039
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 3) dibulatkan
PEKERJAAN DINDING 4 Harga Satuan Pekerjaan Dinding 4.1
Memasang 1 m 2 Dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spesi 1 PC : 3 Analisa SNI 6897:2008 Bahan Sat. Vol. Uraian Bh 70.000 Bata merah @ Rp. Kg 14.370 Portland cement @ Rp. m3 0.040 Pasir pasang @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.100 0.010 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 m 2) dibulatkan 4.2
Memasang 1 m 2 Dinding bata merah ukuran (5x11x22) cm tebal 1/2 bata, campuran spesi 1 PC : 5 Analisa SNI 6897:2008 Bahan Sat. Vol. Uraian Bh 70.000 Bata merah @ Rp. Kg 9.680 Portland cement @ Rp. m3 0.045 Pasir pasang @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.100 0.010 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 m 2) dibulatkan
PEKERJAAN PLESTERAN 5
Harga Satuan Pekerjaan Plesteran 5.1 Memasang 1 m 2 Plesteran 1 PC : 3 PP, tebal 15 mm Analisa SNI 2837:2008 Bahan Sat. Vol. Uraian Kg 7.776 Portland cement m3 0.023 Pasir pasang Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.300 0.150 0.015 0.015
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
5.2
Memasang 1 m 2 Plesteran Analisa SNI 2837:2008 Bahan Sat. Kg m3
1 PC : 5 PP, tebal 15 mm
Tenaga Kerja
Indeks 0.300 0.150 0.015 0.015
Sat. Oh Oh Oh Oh
Vol. 5.184 0.026
Uraian Portland cement Pasir pasang
@ Rp. @ Rp. Uraian
Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 5.3
Memasang 1 m 2 acian Analisa SNI 2837:2008 Bahan Sat. Kg Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 3.250
Uraian Portland cement
@ Rp.
Indeks 0.200 0.100 0.010 0.010
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 5.4
1 m' Benangan Bahan Sat. Kg Tenaga Kerja
Sat. Oh Oh
Vol. Uraian 2.250 Portland cement Indeks Uraian 0.100 Tukang batu 0.010 Mandor
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan 5.5
1 m2 Pekerjaan Waterproofing Bahan Sat. Vol.
@ Rp.
Uraian
Tenaga Kerja
m2 Kg m' bh unit
1.000 2.500 0.400 0.020 0.200
Sat. Oh Oh Oh Oh
Indeks 0.100 0.200 0.020 0.010
Cleaning Coating Curbing sudut Sewa Mixer Kuas
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
PEKERJAAN BETON 6
Harga Satuan Pekerjaan Beton 6.1 Membuat 1 m 3 beton tumbuk 1Pc : 3Ps : 6Kr Analisa SNI 7394:2008 Bahan Sat. Vol. Uraian 197.000 Portland cement Kg m3 0.470 Pasir beton kg 0.940 Kerikil (maksimum 30 mm) Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 1.650 0.250 0.025 0.080
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 3) dibulatkan
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
6.2
Membuat 1 m 3 beton mutu f' c = 14,5 Mpa (K 175), slump (12 ± 2) cm, w/c = 0,66 Analisa SNI 7394:2008 Bahan Sat. Kg kg kg liter Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 326.000 760.000 1,029.000 215.000 Indeks 1.650 0.275 0.028 0.083
Uraian Portland cement Pasir beton (kg) Kerikil (maksimum 30 mm) Air
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 3) dibulatkan 6.3
Pembesian 10 Kg dengan besi polos Analisa SNI 7394:2008 Bahan Sat. Vol. Kg 10.500 Besi beton Kg 0.150 Kawat beton Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.070 0.070 0.007 0.004
Uraian @ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (10 Kg) Jumlah Harga Persatuan Pekerjaan (1 Kg) dibulatkan 6.4
Pembesian 10 Kg dengan besi ulir Analisa SNI 7394:2008 Bahan Sat. Vol. Kg 10.500 Besi beton Kg 0.150 Kawat beton Tenaga Kerja
Sat. Oh Oh Oh
Indeks 0.070 0.070 0.007
Uraian Pekerja Tukang Batu Kepala Tukang
Uraian @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp.
Oh
0.004 Mandor
@ Rp.
Jumlah Harga Persatuan Pekerjaan (10 Kg) Jumlah Harga Persatuan Pekerjaan (1 Kg) dibulatkan 6.5
Memasang 1 m 2 bekisting Analisa SNI 7394:2008 Bahan Sat. m3 Kg liter Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. Uraian 0.020 Kayu kelas III 0.400 Paku 5 cm - 10 cm 0.200 Minyak bekisting Indeks 0.520 0.260 0.026 0.026
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan 6.5
Memasang 1 m 2 bekisting untuk plat lantai Analisa SNI 7394:2008 Bahan Sat. Vol. Uraian 0.040 Kayu kelas III m3 Kg 0.400 Paku 5 cm - 10 cm m3 0.015 Balok Kayu kelas II 0.350 Plywood tbl 9mm lbr btg 6.000 Dolken kayu Gelam, panjang 4 m liter 0.200 Minyak bekisting Tenaga Kerja
Sat. Oh Oh Oh Oh
Indeks 0.660 0.330 0.033 0.033
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 2) dibulatkan
6.60
Membuat 1m3 beton pondasi plat K-175
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Sat. m3 kg
Indeks Uraian 1.000 Beton K-175 215.000 Besi beton polos
@ Rp. @ Rp.
6.7
6.7
6.9
6.10
6.11
6.12
Membuat 1m3 beton kolom 15x15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 204.600 Besi beton polos m2 13.333 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton kolom 40x40 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 67.796 Besi beton polos m2 5.000 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton sloof 20x30 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 123.979 Besi beton polos m2 5.000 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton balok latei 15/15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 204.600 Besi beton polos m2 6.667 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 beton ring balk 12/15 K-175 Sat. Indeks Uraian m3 1.000 Beton K-175 kg 270.195 Besi beton polos m2 8.333 Pekerjaan Begesting
@ Rp. @ Rp. @ Rp.
Membuat 1m3 Plat lantai Tb. 12 cm K-250 Sat. Indeks m3 1.000 Beton K-250
@ Rp.
Uraian
kg m2
137.111 Besi beton polos 4.167 Pekerjaan Begesting
@ Rp. @ Rp.
PEKERJAAN BESI DAN ALUMUNIUM 7
Harga Satuan Pekerjaan Besi dan Allumunium 7.1 Memasang 1 Kg baja profil Siku Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 1.150 Baja profil Siku Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
@ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
Memasang 1 Kg baja WF Analisa SNI 7393:2008 Bahan Sat. Vol. Kg 1.150 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
Uraian Baja WF
@ Rp. Uraian
Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.2
Mengerjakan 1 Kg pekerjaan perakitan Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Liter 0.010 Solar Liter 0.001 Minyak Pelumas Tenaga Kerja
Alat
Sat. OH OH OH OH
Vol. 0.00100 0.00100 0.00001 0.00005
Sat. Jam
Vol. 0.008
@ Rp. @ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Sewa Alat Jumlah Harga Persatuan Pekerjaan (1 KG) dibulatkan
@ Rp.
7.3
Memasang 1 Kg Gording CNP 125.50.20.2,3 Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 1.150 Besi CNP 125.50.20.2,3 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
@ Rp.
Uraian Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.4
Memasang 1 Kg Besi plat Analisa SNI 7393:2008 Bahan Sat. Vol. kg 1.150 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.060 0.060 0.006 0.003
Uraian Besi plat
@ Rp. Uraian
Pekerja Tukang Las Konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (Kg) dibulatkan 7.5
Memasang 1 m Kusen Alumunium Analisa SNI 7393:2008 Bahan Sat. Vol. M 1.100 Buah 2.000 Tube 0.060 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.043 0.043 0.0043 0.0021
Profil 4" Uraian Kusen Alumunium Profil 4" lengkap Skrup Fixer Sealent
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
7.6
Pemasangan Slimar Alumunium Profil 3/8" model cassement 3 profil Bahan Sat. Vol. Uraian M 1.100 Slimar Alumunium Profil 3/8" lengkap Buah 2.000 Skrup Fixer Tube 0.060 Sealent Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.0430 0.0430 0.0043 0.0022
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m) dibulatkan 7.7
Pemasangan Jalusi aluminium Hollow 2,5x5 cm Bahan Sat. Vol. Uraian m' 1.100 Aluminium Holow 2,5x5 cm Buah 2.000 Paku Sekrup 1cm-2,5 cm Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.0453 0.0667 0.0667 0.0133
Uraian Pekerja Tukang alumunium Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m)
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
7.9
Mengerjakan 10 cm pengelasan dengan las listrik Analisa SNI 7393:2008 Bahan Sat. Vol. Uraian Kg 0.400 Kawat las Liter 0.300 Solar Liter 0.040 Minyak pelumas Tenaga Kerja
Alat
@ Rp. @ Rp. @ Rp.
Sat. Oh Oh Oh Oh
Vol. 0.040 0.020 0.002 0.002
Uraian Pekerja Tukang las konstruksi Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Sat. Jam
0.170
Sewa Alat
@ Rp.
Jumlah Harga Persatuan Pekerjaan (10 cm) Jumlah Harga Persatuan Pekerjaan (1 cm) dibulatkan 7.8
Memasang 1 m2 Usuk + Reng galvalume Analisa sendiri Bahan Sat. Vol. Uraian M 4.871 Reng galvalum uk 30 M 2.000 Maintruss C75 bh 3.000 Screw 12 - 14 x 20 bh 8.000 Screw 12 - 14 x 16 Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.300 0.150 0.015 0.002
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m2) dibulatkan
PEKERJAAN ATAP 8
Harga Satuan Pekerjaan Atap 8.1 Pemasangan Genteng Karang Pilang Kw 1 Analisa Bahan Vol. Sat. Uraian 22.000 Buah Genteng karang pilang Kw 1
@ Rp.
Tenaga Kerja
Sat. 0.150 0.075 0.0080 0.0080
Vol. Oh Oh Oh Oh
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 8.2
Pemasangan Wuwung Genteng Karang Pilang Kw 1 Analisa Bahan Vol. Sat. Uraian 5.0000 Buah Bubungan Genteng karang pilang Kw 1 @ Rp. 0.0323 m3 Pasir pasang @ Rp. 0.1600 zak Portland Cement 40kg @ Rp. Upah
Vol. 0.400 0.200 0.0200 0.0020
Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang batu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m) dibulatkan 8.4
1 m' listplank Kalsiplank l=30cm Bahan Analisa 1.1000 Err:509 0.0500 Kg Upah
Analisa 0.100 0.200 0.0320 0.0032 .
Oh Oh Oh Oh
Kalsiplank l=30 cm Paku skrup 10 cm
@ Rp. @ Rp.
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.6
Memasang 1 m3 Konstruksi Kuda-kuda , kayu Lokal Bawean Bahan Analisa 1.100 m3 Balok Kayu Lokal Bawean 6x12
@ Rp.
Upah
15.000 5.600
Kg Kg
Besi Strip (2x3)cm Paku 12 cm
@ Rp. @ Rp.
Analisa 4.000 12.000 1.2000 0.2000 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.8
Memasang 1 m3 Konstruksi Gordeng, Kayu Lokal Bawean Analisa SNI 3434:2008 Bahan Analisa 1.100 m3 Balok Kayu Lokal Bawean 6x12 15.000 Kg Besi Strip (2x3)cm 3.000 Kg Paku 12 cm Upah
Analisa 2.400 7.200 0.7200 0.1200 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan 8.8
Memasang 1 m2 Atap Asbes Gelombang Analisa SNI 3434:2008 Bahan Analisa 0.600 Lbr Asbes Gelombang Besar 0.120 Kg Paku Pancing 60 x 230 Upah
Analisa 0.140 0.075 0.0080 0.0080 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan
@ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
8.12
Memasang 1 m' Talang datar Seng Analisa SNI 7393:2008 Bahan Analisa 1.050 m' Seng plat 0,3 x60 0.015 kg Paku 1 cm - 2,5 cm 0.019 m3 Kayu Kelas II (papan) Upah
Analisa 0.200 0.400 0.0250 0.0100 .
Oh Oh Oh Oh
Pekerja tukang kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (1m 1) dibulatkan
@ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
PEKERJAAN LANGIT-LANGIT 9
Harga Satuan Pekerjaan Langit-langit 9.1 Pasang langit-langit Kalsiboard t = 4 mm + rangka hollow galvalum Analisa sendiri Bahan Sat. Vol. Uraian M 1.650 Hollow 40x40 M 1.650 Hollow 20x40 kg 0.022 Paku sekrup hollow m' 0.733 wall angle kg 0.122 kawat penggantung M 0.780 Hollow 20x40 (penggantung) Lbr 0.382 Kalsiboard (1200x2400x5)mm Kg 0.028 sekrup kalsiboard Bh 4.000 Ramset Dinabolt Bh 0.072 Cotton plaster zak 0.125 Compound Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.250 0.150 0.025 0.025
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m2) dibulatkan 9.2
Memasang 1 m 1 List gypsum profil Analisa SNI 2839:2008 Bahan Sat. Vol. Uraian m' 1.050 List gypsum profil Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.050 0.050 0.005 0.003
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
9.2
@ Rp.
Memasang 1 m2 langit-langit triplek + rangka aluminium Analisa SNI 2839:2008
@ Rp. @ Rp. @ Rp. @ Rp.
Bahan
Tenaga Kerja
Sat. m' kg buah lbr
Vol. 3.600 0.150 1.050 0.375
Sat. Oh Oh Oh Oh
Vol. 0.500 0.500 0.050 0.025
Uraian Profil Aluminium Kawat Dia. 4 mm Ramset Akustik 120 x 240
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Kayu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (m 1) dibulatkan
PEKERJAAN PENUTUP LANTAI DAN DINDING 10
Harga Satuan Pekerjaan Penutup Lantai dan Dinding 10.1
Memasang 1 m 2 lantai keramik ukuran (20 x 20) cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Lantai Ubin keramik (30x30) cm Kg 10.000 Portland cement m3 0.045 Pasir pasang Kg 0.750 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.700 0.350 0.035 0.035
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.1
Memasang 1 m 2 lantai keramik ukuran (40 x 40) cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Lantai Ubin keramik (40x40) cm Kg 10.000 Portland cement m3 0.045 Pasir pasang Kg 0.750 Semen warna
@ Rp. @ Rp. @ Rp. @ Rp.
Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.700 0.350 0.035 0.035
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.2
Memasang 1 m 2 keramik uk. 20x25 cm Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian M2 1.000 Keramik dinding (20x25) cm Kg 9.300 Portland cement m3 0.018 Pasir pasang Kg 0.970 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.900 0.450 0.045 0.045
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan dibulatkan 10.2
Memasang 1 m' Plint Keramik dinding Uk. 5x25 Analisa SNI 7395:2008 Bahan Sat. Vol. Uraian Bh 5.300 Keramik dinding (5x25) cm Kg 0.570 Portland cement m3 0.002 Pasir pasang Kg 0.013 Semen warna Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.090 0.090 0.009 0.005
Uraian Pekerja Tukang Batu Kepala Tukang Mandor Jumlah Harga Persatuan Pekerjaan dibulatkan
PEKERJAAN KUNCI DAN KACA
@ Rp. @ Rp. @ Rp. @ Rp.
@ Rp. @ Rp. @ Rp. @ Rp.
11
Harga Satuan Pekerjaan Kunci dan Kaca 11.1 Pekerjaan 1m2 Pasang kaca bening 5mm Bahan Sat. Vol. Uraian m2 1.100 Kaca bening 5mm Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.160 0.1600 0.0160 0.0080
@ Rp.
Uraian Pekerja Tukang kayu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 11.2
Pekerjaan Pemasangan 1 buah Konci pintu 2x putar SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.2) Bahan Sat. Vol. Uraian bh 1.000 Konci pintu 2x putar @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.010 0.5000 0.0100 0.0050
Uraian Pekerja Tukang kayu Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan 11.3
Pekerjaan Pemasangan 1 set engsel pintu SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.5) Bahan Sat. Vol. Uraian set 1.000 Engsel pintu 4" @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.015 0.1500 0.0150 0.0008
Uraian Pekerja Tukang besi Kepala tukang Mandor Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan
@ Rp. @ Rp. @ Rp. @ Rp.
11.4
Pekerjaan Pemasangan 1 set engsel jendela SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca (6.6) Bahan Sat. Vol. Uraian set 1.000 Engsel jendela @ Rp. Tenaga Kerja
Sat. Oh Oh Oh Oh
Vol. 0.010 0.1000 0.0100 0.0005
Uraian Pekerja Tukang besi Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 set ) dibulatkan 11.5
Pekerjaan Pemasangan 1 buah grendel jendela SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca Bahan Sat. Vol. Uraian buah 1 Grendel Jendela (kecil) @ Rp. Tenaga Kerja Sat. Oh Oh Oh Oh
Vol. 0.01 0.1 0.01 0.0005
Uraian Pekerja Tukang besi Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan 11.6
Pekerjaan Pemasangan 1 buah Hak Angin ( sikutan biasa ) SNI 2002 analisa biaya konstruksi bangunan gedung dan perumahan pek. Kunci dan kaca Bahan Sat. Vol. Uraian buah 1 Hak Angin (sikutan biasa) @ Rp. Tenaga Kerja Sat. Oh Oh Oh Oh
Vol. 0.015 0.15 0.015 0.0008
Uraian Pekerja Tukang besi Kepala tukang Mandor Jumlah Harga Persatuan Pekerjaan (1bh) dibulatkan
PEKERJAAN PENGECATAN
@ Rp. @ Rp. @ Rp. @ Rp.
12
Harga Satuan Pekerjaan Pengecatan 12.1 1 m2 Pengecatan tembok baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.100 Kg Plamir @ Rp. 0.250 Lbr Amplas @ Rp. 0.020 Bh Kuwas / roll @ Rp. 0.100 Kg Cat tembok dasar @ Rp. 0.260 Kg Cat tembok penutup 2x @ Rp. Upah Vol. 0.020 0.063 0.0063 0.0025
An. SNI ( Revisi ) 6.14.2 Sat. Oh Pekerja Oh Tukang cat Oh Kepala tukang Oh Mandor
Uraian @ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.2
1 m2 Pengecatan tembok lama ( Ngamplas, 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.010 Kg Plamir @ Rp. 0.120 Lbr Amplas @ Rp. 0.033 Bh Kuwas / roll @ Rp. 0.110 Kg Cat tembok dasar @ Rp. 0.220 Kg Cat tembok penutup 2x @ Rp.
Upah Vol. 0.028 0.042 0.0042 0.0025
An. SNI Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.3
1 m2 Pengecatan bidang kayu baru ( 1x plamir , 1x cat dasar, 2x cat penutup ) Bahan An. SNI Vol. Sat. Uraian 0.200 Kg Cat meni @ Rp. 0.150 Kg Plamir @ Rp. 0.170 Kg Cat Kayu dasar @ Rp. 0.260 Kg Cat Kayu penutup 2x @ Rp. Upah Vol. 0.070 0.009 0.0060 0.0025
An. SNI ( Revisi ) 6.8.2 Sat. Oh Pekerja Oh Tukang cat Oh Kepala tukang Oh Mandor
Uraian @ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.4
1 m2 Pengecatan bidang kayu lama Bahan An. SNI Vol. Sat. Uraian 0.150 Kg Plamir 0.170 Kg Cat Kayu dasar 0.170 Kg Cat Kayu penutup 2x Upah Vol. 0.070 0.075 0.0075 0.0025
An. SNI Sat. Oh Oh Oh Oh .
@ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang cat Kepala tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan 12.5
1 m2 Pekerjaan Cat dasar Meni besi Bahan An. SNI Vol. Sat. 0.100 Kg Cat meni 0.100 liter Minyak cat besi Upah
An. SNI ( Revisi ) 6.8.2 Vol. Sat. 0.075 Oh Pekerja 0.0040 Oh Mandor
Uraian @ Rp. @ Rp.
Uraian @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan (1m 2) dibulatkan
PEKERJAAN INSTALASI LISTRIK 13
Harga Satuan Pekerjaan Instalasi Listrik 13.1 Pemasangan Titik Stop Kontak Gedung Bahan Analisa Vol. Sat. Uraian 1.000 Buah Stop Kontak 10.000 m' Kabel NYA 500 Volt 2 x 2,5 mm2 1.000 Lonjor Pipa Pralon 5/8 1.000 Buah T Doos Pvc Upah
Analisa Vol. 0.001 0.200 0.0500 .
Sat. Oh Oh Oh
@ Rp. @ Rp. @ Rp. @ Rp.
Uraian Pekerja Tukang Listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 Titik) dibulatkan 13.2
Pemasangan Titik Lampu Gedung Bahan Analisa Vol. Sat. 4.000 Buah 10.000 m' 1.000 Lonjor
Uraian Isolator Kabel NYA 500 Volt 2 x 2,5 mm2 Pipa Pralon 5/8
@ Rp. @ Rp. @ Rp.
Upah
1.000 1.000
Buah Buah
Analisa Vol. 0.300 0.500 0.0500 .
Sat. Oh Oh Oh
T Doos Pvc Fitting Plafon
@ Rp. @ Rp.
Uraian Pekerja Tukang Listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan 13.3
Pemasangan Saklar Tunggal Bahan Analisa Vol. Sat. 1.000 Buah Upah
Analisa Vol. 0.050 0.200 0.001 .
Sat. Oh Oh Oh
Uraian Saklar Tunggal
@ Rp.
Uraian Pekerja Tukang listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan 13.4
Pemasangan Saklar Ganda Bahan Analisa Vol. Sat. 1.000 Buah Upah
Analisa Vol. 0.050 0.200 0.001 .
Sat. Oh Oh Oh
Uraian Saklar Ganda
@ Rp.
Uraian Pekerja Tukang listrik Kepala tukang
@ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Titik ) dibulatkan
PEKERJAAN SANITARY 14
Harga Satuan Pekerjaan Sanitary 14.1 Memasang 1 Buah Kran Air 3/4 Bahan Analisa Vol. Sat. 1.000 Bh 1.000 Bh Upah
Analisa Vol. 0.150 0.0300 .
Sat. Oh Oh
Uraian Kran Air Seal Tape
@ Rp. @ Rp.
Uraian Tukang Batu Kepala tukang
@ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan (1 Buah) dibulatkan 14.2
Memasang 1 Buah Kloset Jongkok Bahan Analisa Vol. Sat. Uraian 1.000 Bh Kloset Jongkok Upah
Analisa Vol. 1.100 1.100 0.010 0.1600 .
Sat. Oh Oh Oh Oh
@ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.3
Memasang 1 Buah Kloset Duduk Bahan Analisa Vol. Sat. 1.000 Bh 0.060 Bh Upah
Analisa Vol. 3.300 1.100 0.001
Sat. Oh Oh Oh
Uraian Kloset Duduk Perlengkapan 6% Kloset Duduk
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang
@ Rp. @ Rp. @ Rp.
0.1600
Oh
Mandor
@ Rp.
. Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.4
1 M' Pekerjaan Pipa PVC dia. 3/4 Bahan Analisa Vol. Sat. 1.200 M' 0.350 % Upah
Analisa Vol. 0.080 0.135 0.014 0.004 .
Sat. Oh Oh Oh Oh
Uraian Pipa 3/4 Perlengkapan Pipa 35%
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.5
1 M' Pekerjaan Pipa PVC dia. 3" AW Bahan Analisa Vol. Sat. Uraian 1.200 M' Pipa 3" AW 0.350 % Perlengkapan Pipa 35% Upah
Analisa Vol. 0.036 0.060 0.006 0.002 .
Sat. Oh Oh Oh Oh
@ Rp. @ Rp.
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.5
1 M' Pekerjaan Pipa PVC dia. 4" AW Bahan Analisa Vol. Sat. Uraian 1.200 M' Pipa 4" AW 0.350 % Perlengkapan Pipa 35%
@ Rp. @ Rp.
Upah
Analisa Vol. 0.036 0.060 0.006 0.002 .
Sat. Oh Oh Oh Oh
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.6
1 Unit Septictank Bahan Analisa Vol. 15.000 2.000 12.000 0.500 .
Sat. M3 M2 M2 M3
Uraian Galian tanah Pas. batu bata 1 Pc : 5 Ps Plesteran 1 Pc : 5 Ps Beton bertulang
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.7
1 Unit Resapan Bahan Analisa Vol. 8.000 1.600 1.300 1.500 0.150 .
Sat. M3 M2 M2 M3 M3
Uraian Galian tanah Pas. batu bata 1 Pc : 5 Ps Urugan pasir pasang Pasangan batu kosong Beton bertulang
@ Rp. @ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.8
1 Unit Washtafel Bahan Analisa Vol. 1.000 0.120 6.000 0.010 Upah
Analisa Vol.
Sat. bh % kg m3
Sat.
Uraian Washtafel Perlengkapan 12% harga Wastaafel Semen portland Pasir Pasang
Uraian
0.160 0.001 1.100 3.300
Oh Oh Oh Oh
Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
. Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.9
1 Unit Urinoir Bahan Analisa Vol. 1.000 0.030 Upah
Analisa Vol. 0.100 0.100 1.000 1.000 .
Sat. bh %
Sat. Oh Oh Oh Oh
Uraian Urinoir Perlengkapan 3% harga urinoir
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan 14.10 1 Buah Floor Drain Bahan Analisa Vol. 1.000 Upah
Analisa Vol. 0.100 0.010 0.010 0.005 .
Sat. bh
Sat. Oh Oh Oh Oh
Uraian Floor Drain
Uraian Pekerja Tukang Batu Kepala Tukang Mandor
@ Rp. @ Rp. @ Rp. @ Rp.
Jumlah Harga Persatuan Pekerjaan ( 1 Buah ) dibulatkan
RJAAN
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
21,250.00 3,750.00 25,000.00
= =
25,000.00 25,000.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
8,500.00 750.00 9,250.00
= =
9,250.00 9,250.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
4,250.00 375.00 4,625.00
= =
4,625.00 4,620.00
= = = = = =
62,400.00 72,000.00 120,000.00 40,000.00 150,000.00 444,400.00
= =
85,000.00 100,000.00
)
2
)
2
)
2
Harga Satuan 65,000.00 75,000.00 6,000,000.00 10,000.00 25,000.00 Sub Total Harga Satuan 85,000.00 100,000.00
Sub Total
= = =
)
Sub total :
17,100.00 = 4,400.00 = =
342.00 440.00 782.00
= = = = = = =
9,000.00 8,500.00 1,250.00 750.00 19,500.00 20,282.00 21,064.00
100,000.00 85,000.00 125,000.00 150,000.00
Sub total : Total Upah dan Bahan unit)
)
3
185,000.00 629,400.00 629,400.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
63,750.00 3,750.00 67,500.00
= =
67,500.00 67,500.00
Harga Satuan 175,000.00 =
210,000.00
Harga Satuan 85,000.00 = 150,000.00 = Sub Total =
25,500.00 1,500.00 27,000.00
= =
237,000.00 237,000.00
)
3
Harga Satuan 175,000.00 Sub Total Harga Satuan 85,000.00 150,000.00 Sub Total )
3
Harga Satuan 108,000.00 235,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
3
= =
210,000.00 210,000.00
= = =
21,250.00 3,750.00 25,000.00
= =
235,000.00 235,000.00
= = =
124,200.00 18,800.00 143,000.00
= = = = =
12,750.00 20,000.00 2,500.00 1,500.00 36,750.00
= =
179,750.00 179,750.00
Harga Satuan 137,500.00 = 1,625.00 = 190,000.00 sub total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total
165,000.00 221,000.00
= =
103,360.00 489,360.00
= = = = =
127,500.00 75,000.00 9,375.00 11,250.00 223,125.00
= =
712,485.00 712,480.00
143,750.00 = 1,625.00 =
172,500.00 190,125.00
)
3
Harga Satuan
190,000.00 sub total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total
= =
106,590.00 469,215.00
= = = = =
127,500.00 75,000.00 9,375.00 11,250.00 223,125.00
= =
692,340.00 692,340.00
143,750.00 =
172,500.00
190,000.00 = sub total =
82,080.00 254,580.00
)
3
Harga Satuan
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 sub total )
3
= = = = =
66,300.00 39,000.00 4,875.00 5,850.00 116,025.00
= =
370,605.00 370,600.00
campuran spesi 1 PC : 3 Ps Harga Satuan 800.00 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
2
= = = =
56,000.00 23,351.25 7,600.00 86,951.25
= = = = =
25,500.00 10,000.00 1,250.00 2,250.00 39,000.00
= =
125,951.25 125,950.00
campuran spesi 1 PC : 5 Ps Harga Satuan 800.00 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00
= = = =
56,000.00 15,730.00 8,550.00 80,280.00
= = = =
25,500.00 10,000.00 1,250.00 2,250.00
Sub Total )
2
Harga Satuan 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
=
39,000.00
= =
119,280.00 119,280.00
= = =
12,636.00 4,370.00 17,006.00
= = = = = = =
25,500.00 15,000.00 1,875.00 2,250.00 44,625.00 61,631.00 61,630.00
Harga Satuan 1,625.00 190,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 Sub Total Harga Satuan 100,000.00 150,000.00 Sub Total
Harga Satuan
= = =
8,424.00 4,940.00 13,364.00
= = = = = = =
25,500.00 15,000.00 1,875.00 2,250.00 44,625.00 57,989.00 57,980.00
= =
5,281.25 5,281.25
= = = = = = =
17,000.00 10,000.00 1,250.00 1,500.00 29,750.00 35,031.25 35,030.00
= =
3,656.25 3,656.25
= = = = =
10,000.00 1,500.00 11,500.00 15,156.25 15,150.00
5,000.00 7,500.00 5,000.00 400,000.00 2,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 1,625.00 175,000.00 170.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = =
5,000.00 18,750.00 2,000.00 8,000.00 500.00 34,250.00
= = = = = = =
8,500.00 20,000.00 2,500.00 1,500.00 24,000.00 58,250.00 58,250.00
= = = =
320,125.00 82,250.00 159.80 402,534.80
= = = = = = =
140,250.00 25,000.00 3,125.00 12,000.00 180,375.00 582,909.80 582,900.00
Harga Satuan 1,625.00 125.00 170.00 50.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 10,100.00 35,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Kg) Kg)
Harga Satuan 17,000.00 35,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00
= = = = =
529,750.00 95,000.00 174,930.00 10,750.00 810,430.00
= = = = = = =
140,250.00 27,500.00 3,500.00 12,450.00 183,700.00 994,130.00 994,130.00
= = =
106,050.00 5,250.00 111,300.00
= = = = = = = =
5,950.00 7,000.00 875.00 600.00 14,425.00 125,725.00 12,572.50 12,570.00
= = =
178,500.00 5,250.00 183,750.00
= = =
5,950.00 7,000.00 875.00
Kg) Kg)
150,000.00 = Sub Total = = = =
Harga Satuan 5,402,650.00 17,100.00 7,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 5,402,650.00 17,100.00 5,347,100.00 136,200.00 16,500.00 7,700.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
600.00 14,425.00 198,175.00 19,817.50 19,810.00
= = = =
108,053.00 6,840.00 1,400.00 116,293.00
= = = = = = =
44,200.00 26,000.00 3,250.00 3,900.00 77,350.00 193,643.00 193,640.00
= = = = = = =
216,106.00 6,840.00 80,206.50 47,670.00 99,000.00 1,540.00 451,362.50
= = = = = = =
56,100.00 33,000.00 4,125.00 4,950.00 98,175.00 549,537.50 549,530.00
Harga Satuan 994,130.00 12,572.50 Jumlah dibulatkan
= = = =
994,130.00 2,703,087.50 3,697,217.50 3,697,210.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 2,572,339.09 2,581,906.67 6,148,375.75 6,148,370.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 852,365.21 968,215.00 2,814,710.21 2,814,710.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 1,558,721.79 968,215.00 3,521,066.79 3,521,060.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 2,572,339.09 1,290,953.33 4,857,422.42 4,857,420.00
Harga Satuan 994,130.00 12,572.50 193,643.00 Jumlah dibulatkan
= = = = =
994,130.00 3,397,026.64 1,613,691.67 6,004,848.30 6,004,840.00
Harga Satuan 994,130.00 =
994,130.00
12,572.50 549,530.00 Jumlah dibulatkan
Harga Satuan 11,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
1,723,828.05 2,289,891.51 5,007,849.56 5,007,840.00
= =
13,225.00 13,225.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 25,525.00 25,520.00
G)
Harga Satuan 12,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 19,000.00 1,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total Harga Satuan 34,650.00 Sub Total
= =
14,375.00 14,375.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 26,675.00 26,670.00
= = =
190.00 1.50 191.50
= = = = =
85.00 100.00 1.25 7.50 193.75
= = = =
277.20 277.20 662.45 660.00
Harga Satuan 11,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 12,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 77,000.00 4,255.00 28,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
13,225.00 13,225.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 25,525.00 25,520.00
= =
13,800.00 13,800.00
= = = = = = =
5,100.00 6,000.00 750.00 450.00 12,300.00 26,100.00 26,100.00
= = = =
84,700.00 8,510.00 1,725.00 94,935.00
= = = = = = =
3,655.00 4,300.00 537.50 315.00 8,807.50 103,742.50 103,740.00
m)
Harga Satuan 158,400.00 4,255.00 28,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 16,900.00 250.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
174,240.00 8,510.00 1,725.00 184,475.00
= = = = = = =
3,655.00 4,300.00 537.50 330.00 8,822.50 193,297.50 193,290.00
= = =
18,590.00 500.00 19,090.00
= = = = = =
3,853.33 6,666.67 8,333.33 2,000.00 20,853.33 39,943.33
Harga Satuan 25,000.00 6,200.00 38,100.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = =
10,000.00 1,860.00 1,524.00 13,384.00
= = = = =
3,400.00 2,000.00 250.00 300.00 5,950.00
27,500.00 =
4,675.00
= = =
24,009.00 2,400.90 2,400.00
= = = = =
33,122.80 31,200.00 1,650.00 2,800.00 68,772.80
= = = = = = =
68,772.80 68,770.00
Harga Satuan 4,500.00 =
99,000.00
cm) m)
)
Harga Satuan 6,800.00 15,600.00 550.00 350.00 Sub Total Harga Satuan Sub Total
Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
=
99,000.00
= = = = = = =
12,750.00 7,500.00 1,000.00 1,200.00 22,450.00 121,450.00 121,450.00
= = = =
104,500.00 6,137.00 10,400.00 121,037.00
= = = = = = =
34,000.00 20,000.00 2,500.00 300.00 56,800.00 177,837.00 177,830.00
30,250.00 = 24,000.00 = Sub Total =
33,275.00 1,200.00 34,475.00
)
2
Harga Satuan 20,900.00 190,000.00 65,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
)
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
1
= = = = = = =
8,500.00 20,000.00 4,000.00 480.00 32,980.00 67,455.00 67,450.00
5,347,100.00 =
5,881,810.00
12,000.00 = 17,100.00 = Sub Total = 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
340,000.00 1,200,000.00 150,000.00 30,000.00 1,720,000.00 7,877,570.00 7,877,570.00
5,347,100.00 12,000.00 17,100.00 Sub Total
= = = =
5,881,810.00 180,000.00 51,300.00 6,113,110.00
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
204,000.00 720,000.00 90,000.00 18,000.00 1,032,000.00 7,145,110.00 7,145,110.00
80,000.00 = 38,500.00 = Sub Total =
48,000.00 4,620.00 52,620.00
)
1
)
1
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
1
= = = = =
180,000.00 95,760.00 6,157,570.00
= = = = = = =
11,900.00 7,500.00 1,000.00 1,200.00 21,600.00 74,220.00 74,220.00
)
1
34,100.00 21,200.00 4,690,400.00 Sub Total
= = = =
35,805.00 318.00 89,117.60 125,240.60
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = =
17,000.00 40,000.00 3,125.00 1,500.00 61,625.00 186,865.60 186,860.00
= =
Harga Satuan 7,800.00 5,600.00 24,000.00 3,300.00 26,400.00 5,600.00 93,500.00 25,850.00 1,650.00 19,250.00 93,500.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
)
Harga Satuan 9,900.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = = = = = = =
12,870.00 9,240.00 528.00 2,418.90 3,220.80 4,368.00 35,717.00 723.80 6,600.00 1,386.00 11,687.50 88,760.00
= = = = = = =
21,250.00 15,000.00 3,125.00 3,750.00 43,125.00 131,885.00 131,880.00
= =
10,395.00 10,395.00
= = = = =
4,250.00 5,000.00 625.00 450.00 10,325.00
= =
20,720.00 20,720.00
Harga Satuan 16,900.00 26,400.00 1,650.00 11,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 55,000.00 1,625.00 190,000.00 30,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 60,000.00 1,625.00 190,000.00 30,000.00 Sub Total
= = = = =
60,840.00 3,960.00 1,732.50 4,125.00 70,657.50
= = = = =
42,500.00 50,000.00 6,250.00 3,750.00 102,500.00
= =
173,157.50 173,150.00
= = = = =
55,000.00 16,250.00 8,550.00 22,500.00 102,300.00
= = = = = =
59,500.00 35,000.00 4,375.00 5,250.00 104,125.00 206,425.00 206,420.00
= = = = =
60,000.00 16,250.00 8,550.00 22,500.00 107,300.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 80,000.00 1,625.00 190,000.00 30,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 4,500.00 7,800.00 35,000.00 77,000.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = =
59,500.00 35,000.00 4,375.00 5,250.00 104,125.00 211,425.00 211,420.00
= = = = =
80,000.00 15,112.50 3,420.00 29,100.00 127,632.50
= = = = = = =
76,500.00 45,000.00 5,625.00 6,750.00 133,875.00 261,507.50 261,500.00
= = = = =
23,850.00 4,446.00 52.50 1,001.00 29,349.50
= = = = = = =
7,650.00 9,000.00 1,125.00 750.00 18,525.00 47,874.50 47,870.00
Harga Satuan 99,990.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
2
dan kaca (6.2) Harga Satuan 189,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
dan kaca (6.5) Harga Satuan 30,690.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total )
= =
109,989.00 109,989.00
= = = = =
13,600.00 16,000.00 2,000.00 1,200.00 32,800.00
= =
142,789.00 142,780.00
= =
189,750.00 189,750.00
= = = = = = =
850.00 50,000.00 1,250.00 750.00 52,850.00 242,600.00 242,600.00
= =
30,690.00 30,690.00
= = = = = = =
1,275.00 15,000.00 1,875.00 120.00 18,270.00 48,960.00 48,960.00
dan kaca (6.6) Harga Satuan 25,850.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total et )
Harga Satuan 12,650.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Harga Satuan 15,620.00 Sub Total Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= =
25,850.00 25,850.00
= = = = = = =
850.00 10,000.00 1,250.00 75.00 12,175.00 38,025.00 38,020.00
= =
12,650.00 12,650.00
= = = = = = =
850.00 10,000.00 1,250.00 75.00 12,175.00 24,825.00 24,820.00
= =
15,620.00 15,620.00
= = = = = = =
1,275.00 15,000.00 1,875.00 120.00 18,270.00 33,890.00 33,890.00
Harga Satuan 37,000.00 7,400.00 30,900.00 25,000.00 25,000.00 Sub Total
= = = = = =
3,700.00 1,850.00 618.00 2,500.00 6,500.00 15,168.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
1,700.00 6,300.00 787.50 375.00 9,162.50 24,330.50 24,330.00
= = = = = =
370.00 888.00 1,030.00 2,750.00 5,500.00 10,538.00
Harga Satuan 37,000.00 7,400.00 30,900.00 25,000.00 25,000.00 Sub Total
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
2,380.00 4,200.00 525.00 375.00 7,480.00 18,018.00 18,010.00
Harga Satuan 30,300.00 70,000.00 65,000.00 65,000.00 Sub Total
= = = = =
6,060.00 10,500.00 11,050.00 16,900.00 44,510.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
5,950.00 900.00 750.00 375.00 7,975.00 52,485.00 52,480.00
Harga Satuan 70,000.00 65,000.00 65,000.00 Sub Total
= = = =
10,500.00 11,050.00 11,050.00 32,600.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = =
5,950.00 7,500.00 937.50 375.00 14,762.50
= =
47,362.50 47,360.00
Harga Satuan 40,700.00 = 25,300.00 = Sub Total =
4,070.00 2,530.00 6,600.00
)
2
tik)
Harga Satuan 85,000.00 = 150,000.00 = Sub Total = = =
6,375.00 600.00 6,975.00 13,575.00 13,570.00
= = = = =
37,000.00 50,000.00 10,800.00 2,750.00 100,550.00
= = = = = =
85.00 20,000.00 7,500.00 27,585.00 128,135.00 128,130.00
Harga Satuan 8,800.00 = 5,000.00 = 10,800.00 =
35,200.00 50,000.00 10,800.00
Harga Satuan 37,000.00 5,000.00 10,800.00 2,750.00 Sub Total Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
2,750.00 = 15,950.00 = Sub Total = Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
25,500.00 50,000.00 7,500.00 83,000.00 197,700.00 197,700.00
Harga Satuan 17,710.00 = Sub Total =
17,710.00 17,710.00
itik )
Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
4,250.00 20,000.00 150.00 24,400.00 42,110.00 42,110.00
Harga Satuan 23,430.00 = Sub Total =
23,430.00 23,430.00
itik )
itik )
2,750.00 15,950.00 114,700.00
Harga Satuan 85,000.00 100,000.00 150,000.00 Sub Total
= = = = = =
4,250.00 20,000.00 150.00 24,400.00 47,830.00 47,830.00
uah)
Buah )
Harga Satuan 24,530.00 = 3,630.00 = Sub Total =
24,530.00 3,630.00 28,160.00
Harga Satuan 100,000.00 = 150,000.00 = Sub Total = = =
15,000.00 4,500.00 19,500.00 47,660.00 47,660.00
Harga Satuan 170,830.00 = Sub Total =
170,830.00 170,830.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
93,500.00 110,000.00 1,250.00 24,000.00 228,750.00 399,580.00 399,580.00
Harga Satuan 1,100,000.00 = 1,100,000.00 = Sub Total =
1,100,000.00 66,000.00 1,166,000.00
Harga Satuan 85,000.00 = 100,000.00 = 125,000.00 =
280,500.00 110,000.00 125.00
Buah )
150,000.00 = Sub Total = = =
24,000.00 414,625.00 1,580,625.00 1,580,620.00
Harga Satuan 4,800.00 = 28,800.00 = Sub Total =
5,760.00 10,080.00 15,840.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
6,800.00 13,500.00 1,687.50 615.00 22,602.50 38,442.50 38,440.00
Harga Satuan 27,500.00 = 165,000.00 = Sub Total =
33,000.00 57,750.00 90,750.00
Buah )
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
3,060.00 6,000.00 750.00 300.00 10,110.00 100,860.00 100,860.00
Harga Satuan 45,000.00 = 270,000.00 = Sub Total =
54,000.00 94,500.00 148,500.00
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
Buah )
Harga Satuan 67,500.00 119,280.00 57,980.00 6,148,375.75 Sub Total
Buah )
Harga Satuan 67,500.00 119,280.00 237,000.00 370,600.00 6,148,375.75 Sub Total
Buah )
Harga Satuan 1,150,000.00 1,150,000.00 1,625.00 190,000.00 Sub Total Harga Satuan
= = = = = = =
3,060.00 6,000.00 750.00 300.00 10,110.00 158,610.00 158,610.00
= = = = = = =
1,012,500.00 238,560.00 695,760.00 3,074,187.88 5,021,007.88 5,021,007.88 5,021,000.00
= = = = = = = =
540,000.00 190,848.00 308,100.00 555,900.00 922,256.36 2,517,104.36 2,517,104.36 2,517,100.00
= = = = =
1,150,000.00 138,000.00 9,750.00 1,900.00 1,299,650.00
85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
13,600.00 100.00 137,500.00 495,000.00 646,200.00 1,945,850.00 1,945,850.00
Harga Satuan 2,100,000.00 = 2,100,000.00 = Sub Total =
2,100,000.00 63,000.00 2,163,000.00
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
8,500.00 10,000.00 125,000.00 150,000.00 293,500.00 2,456,500.00 2,456,500.00
Harga Satuan 11,880.00 = Sub Total =
11,880.00 11,880.00
Buah )
Buah )
Harga Satuan 85,000.00 100,000.00 125,000.00 150,000.00 Sub Total
= = = = = = =
8,500.00 1,000.00 1,250.00 750.00 11,500.00 23,380.00 23,380.00
KEGIATAN PEKERJAAN LOKASI No.
: PEMBANGUNAN DAN REHABILITASI BANGUNAN SD : PEMBANGUNAN RUANG KELAS BARU SDN TROMPOASRI III : KECAMATAN JABON KAB. SIDOARJO Uraian Pekerjaan
Sat
Vol
Panjang
Lebar
PEKERJAAN PERSIAPAN Pengukuran PEKERJAAN TANAH Galian Tanah Biasa Urugan Sirtu Urugan Pasir bawah lantai Urugan Tanah Kembali Urugan pasir bawah pondasi
m3 m3 m3 m3 m3
70.80 251.60 74.00 42.48 11.80
236 296 296 70.80 236.00
PEKERJAAN BETON Pek. Rabat beton tb 5 cm Pek. Kolom K1 15/15 Pek. Kolom K2 40/40 Ring Balk 15/20 Balok latei 15/15 Plat Lantai dak beton 12 cm Sloof 20/30
m3 m3 m3 m3 m3 m3 m3
14.80 7.29 1.06 7.08 2.61 1.92 14.16
296.00 4.5 3.3 236 116 4 236
m2 m3
809.53 186.52 138.06 48.46 59.26 47.20 12.06 1619.06 10.56 10.56
224
PEKERJAAN PASANGAN & PLESTERAN Pas. Dinding Bata 1pc : 5ps Pek. Pondasi Batu Kali 1pc : 6ps Pondasi 1 Pondasi 2 Pek. Aanstampeng Pondasi 1 Pondasi 2 Pek. Plesteran dinding 1pc : 5ps Pek. Plesteran beton 1pc : 3ps Kolom K2 Pek. Acian Pek. Benangan Kolom K2 Kusen PEKERJAAN KUSEN, PINTU, & JENDELA Pas. Kusen Aluminium 4" PJ1 P1 P2 J1 BV1 Pas. Daun pintu PJ1 P1 P2 Pas. Slimar Aluminium
m3
m2 m2
m2 m'
m'
unit
m'
1619.06 606.70 26.40 580.30
290.15 17.65 87.10 58.80 99.00 27.60 27.00 2.00 13.00 12.00 54.80
1
0.15 0.4 0.15 0.15 4 0.2
236 86.15 236.00 86.15 809.53
1 0.7
1.6
3.3
3.3 290.15
4
17.65 6.7 4.9 9 2.3
PJ1 J1 PEKERJAAN ATAP Atap Kuda kuda double siku L60.60.6 Kuda Kuda Plat Plendes tb. 10 mm Plat Simpul Perakitan kuda kuda siku Pas. Baut dia. 12 mm Jarum keras dia. 16 mm Ikatan Angin stak 3/8" Baut Trekstang Angkur baut dia. 19 mm P=50 Gording Kanal C 125.50.20.2,3 Trekstang dia. 12 mm Plat pengaku gording 6mm Genteng karang Pilang Bubungan Usuk + reng Galvalum Lisplank Calciplank Pengelasan dengan las listrik
18.50 36.30
4.2 3.3 AXBXC
kg kg kg kg bh bh bh bh bh kg kg kg m2 m2 m2 m' cm
3767.12 3767.12 21.13 162.24 3767.12 372.00 12.00 12.00 144.00 144.00 48.00 1054.55 63.49 20.32 156.80 17.80 156.80 84.00 2100.00
4.9
Berat/m' Kg
695.04 0.27 3.45
5.42 78.266711 47.027209
233.48 71.5 0.432
4.517 0.888 47.027
156.8 24
60
PEKERJAAN LANGIT-LANGIT Rangka Plafond + Plafond Calciboard List Plafond gypsum PEKERJAAN KERAMIK Keramik Lantai 40x40 Mess Keramik Lantai 20x20 PEKERJAAN PENGGANTUNG, KUNCI, KACA Kunci 2x Putar PJ P1 P2 Engsel pintu PJ P1 P2 Engsel jendela PJ1 J Grendel Jendela Kaca PJ J BV P1
m2 m'
360.00 224.00
30 224
12
m2
304.00 336.00 32.00
28.0 4
12 2
1 1
2 2
2.14 0.52 0.204 0.19
2 2 2 1
2
2.5
bh
set
set
bh m2
26.00 1.00 13.00 12.00 40.00 2.00 20.00 18.00 24.00 2.00 22.00 24.00 23.01 4.28 11.42 4.90 2.41
PEKERJAAN ELEKTRIKAL Lampu SL 18 watt Lampu PL 11 watt Instalasi lampu Instalasi Stop kontak Saklar Ganda Saklar tunggal
bh bh ttk ttk bh bh
35.00 12.00 75.00 10.00 11.00 17.00
PEKERJAAN UTILITAS A. PEKERJAAN AIR BERSIH Saluran pipa air bersih dia. 3/4 Gate Valve Mesin pompa type jet
m' bh unit
40.00 1.00 1.00
B. PEKERJAAN AIR KOTOR Septictank Resapan Saluran pipa air buangan dia. 4" Saluran pipa air kotor dia. 3"
unit unit m' m'
2.00 2.00 38.00 44.00
19 22
PEKERJAAN SANITARY Kloset Duduk Urinoir Washtafel Floor Drain Kran air
unit unit unit bh bh
8.00 4.00 4.00 8.00 28.00
2 2 1 2 16
PEKERJAAN FINISHING Pengecatan Dinding Pengecatan Plafond
12
Pengecatan Lisplank
Tinggi
Banyak
0.3 0.85 0.25 0.6 0.05
0.05 0.15 0.4 0.2 0.15 0.12 0.3
4
72 2
Luas Kusen 86.47 0.585 0.563
0.2 0.2 2 2
2 2
1 13 12 11 12
9.4
A
1 11 B
C
57.92 0.0225 3.45
2 12 2
6 0.5
12
2 2
6 6
4 116.74 7.15 0.01
2 2 2 12
6
38.4
118.4
5 6
4
1 13 12 3 3 3
1 13 12 1 11
1 11 12 13
35 12 75 10 11 17
2
4
2 2
4 2 4 4
2 2 2
PEMERINTAH KABUPATEN SIDOARJO DINAS PENDIDIKAN Jl. Pahlawan No. 04 Telp. 031 8960982 Fax. 8951349 S I DOARJ O
RAB (RENCANA ANGGARAN BIAYA)
KEGIATAN
PEKERJAAN LOKASI
: PENGELOLAAN UNIT PELAKSANA TEKNIS PELABUHAN & KONSERVASI SUMBERDAYA PERIKANAN & KELAUTAN BAWEAN
: REHABILITASI KAMAR MANDI / WC : BAWEAN - KAB. GRESIK
TN. ANGGARAN : 2016
KONSULTAN PERENCANA
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