rab gedung sma

RENCANA ANGGARAN BIAYA (R.A.B)PROGRAM KEGIATAN LOKASI TAHUN ANGGARAN : : : : PENDIDIKAN MENENGAH PENINGKATAN GEDUNG SMAN 2 PAHANDUT KECAMATAN PAHANDUT 2007 HARGA SATUAN (Rp.) JUMLAH HARGA (Rp.)

NO

URAIAN PEKERJAAN

VOLUME

ANALISA

I 1 2 3 4 5 6 7

PEKERJAAN PENDAHULUAN Papan nama kegiatan Pengukuran dan pasang bouwplank Dinding seng penutup lokasi pekerjaan Bangsal kerja dan direksi keet Bongkaran bangunan lama dan pagar untuk jembatan Pembersihan akhir lokasi pekerjaan Pengurusan IMB

1.000 1.000 80.000 18.000 1.000 1.000 812.000

Bh Unit M! M2 Unit Unit M2

Ls Ls Ls Ls Ls Ls Ls

450,000.00 2,000,000.00 40,000.00 200,000.00 5,000,000.00 3,000,000.00 1,500.00 Jumlah I

450,000.00 2,000,000.00 3,200,000.00 3,600,000.00 5,000,000.00 3,000,000.00 1,218,000.00 18,468,000.00

II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

PEKERJAAN TANAH Galian tanah pondasi batu belah Galian tanah pondasi pelat setempat 150x150 = 20 bh Galian tanah pondasi pelat setempat 250x150 = 2 bh Galian tanah pondasi pelat setempat 200x100 = 2 bh Galian tanah pondasi pelat setempat 100x100 = 18 bh Galian tanah pondasi pelat setempat 120x120 = 18 bh Lapisan pasir pada rabat, tinggi = 10 cm Lapisan pasir pada entrance, tinggi = 10 cm Lapisan pasir dalam bangunan dan selasar, t = 10 cm Lapisan pasir dibawah pondasi batu belah Lapisan pasir dibawah pondasi pelat 150 x 150, tbl =10 cm Lapisan pasir dibawah pondasi pelat 250 x 150, tbl =10 cm Lapisan pasir dibawah pondasi pelat 200 x 100, tbl =10 cm Lapisan pasir dibawah pondasi pelat 100 x 100, tbl =10 cm Lapisan pasir dibawah pondasi pelat 120 x 120, tbl =10 cm Lapisan tanah urug pada rabat, tbl =15 cm Lapisan tanah urug pada entrance, tbl =23 cm

27.531 148.480 24.128 7.392 34.848 88.218 5.200 5.700 48.568 4.589 5.120 0.832 0.462 2.178 3.042 7.800 13.110

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

II.01 II.02 II.02 II.02 II.02 II.02 II.11.a II.11.a II.11.a II.11.a II.11.a II.11.a II.11.a II.11.a II.11.a II.11.b II.11.b

16,800.00 22,050.00 22,050.00 22,050.00 22,050.00 22,050.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 76,720.00 Jumlah II

462,520.80 3,273,984.00 532,022.40 162,993.60 768,398.40 1,945,206.90 398,944.00 437,304.00 3,726,136.96 352,029.72 392,806.40 63,831.04 35,444.64 167,096.16 233,382.24 598,416.00 1,005,799.20 14,556,316.46

III 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20

PEKERJAAN PONDASI DAN BETON Pondasi batu belah Sloof 20/20 Pondasi plat setempat 150 x 150 = 20 bh Pondasi plat setempat 150 x 250 = 2 bh Pondasi plat setempat 100 x 200 = 2 bh Pondasi plat setempat 100 x 100 = 18 bh Pondasi plat setempat 120 x 120 = 18 bh Sloof 25/40 Sloof 20/30 Kolom 30/30 t = 10,95, jml = 46 bh Kolom 30/30 t = 7,3, jml = 8 bh Kolom 20/20 t = 8,55, jml = 14 bh Balok 25/45 Balok 20/30 Balok 20/30 pada entrance Balok dan balok gantung 15/25 Ring balok 15/25 Ring balok 20/30 Ring balok entrance 20/30 Ring balok entrance 20/20

17.699 2.622 9.000 1.500 0.800 3.600 5.184 18.100 4.920 45.333 5.256 4.788 23.231 1.470 1.518 2.565 2.415 10.380 0.990 0.352

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

III.05 VII.39.a VII.38.c VII.38.e VII.38.d VII.38.a VII.38.b VII.39.b VII.39.c VII.40.a VII.40.a VII.40.b VII.41.a VII.41.b VII.41.b VII.41.c VII.41.c VII.41.d VII.41.d VII.41.e

563,204.50 2,463,098.50 1,958,333.90 1,959,209.60 2,480,295.20 1,997,393.90 2,005,187.00 2,767,672.00 3,039,422.50 3,476,534.30 3,476,534.30 4,673,074.40 3,403,357.40 3,624,847.50 3,624,847.50 2,693,099.40 2,693,099.40 3,435,157.50 3,435,157.50 3,367,747.50

9,967,874.84 6,458,244.27 17,625,005.10 2,938,814.40 1,984,236.16 7,190,618.04 10,394,889.41 50,094,863.20 14,953,958.70 157,601,729.42 18,272,664.28 22,374,680.23 79,064,246.60 5,328,525.83 5,502,518.51 6,907,799.96 6,503,835.05 35,656,934.85 3,400,805.93 1,185,447.12

21 22 23 24 25 26 27 28 29 30 31 32 33

Kolom praktis 15/15 Plat lantai beton bertulang Pekerjaan beton tumbuk 1 : 2 : 3 pada rabat Pek. beton tumbuk pada entrance/halaman tbl = 10 cm Pek. beton tumbuk dalam bangunan dan selasar Balok beton tangga 20/30 Plat beton tangga dan bordes Kolom tangga 20/150 Kolom tangga 20/20 Pondasi tangga 100 x 100 Pondasi tangga 100 x 232,5 Pekerjaan beton sunscreen t = 10 cm Cantilever penutup jendela

2.678 51.412 3.450 9.990 24.600 1.505 2.756 0.621 0.272 0.400 0.465 1.924 6.383

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

VII.40.c VII.39.d VII.05 VII.05 VII.05 VII.41.b VII.39.d VII.39.d VII.40.b VII.38.a VII.38.d VII.39.f VII.39.f

3,049,372.10 2,666,819.10 600,842.00 600,842.00 600,842.00 3,624,847.50 2,666,819.10 2,666,819.10 4,673,074.40 1,997,393.90 2,480,295.20 2,119,245.00 2,119,245.00 Jumlah III

8,167,438.23 137,107,036.93 2,072,904.90 6,002,411.58 14,780,713.20 5,456,845.43 7,351,000.18 1,656,094.66 1,271,076.24 798,957.56 1,153,337.27 4,076,579.68 13,526,081.21 666,828,168.95

IV 1 2 3 4 5 6 7 8 9 10 11 12 13 14

PEKERJAAN KUSEN, PINTU DAN JENDELA Pekerjaan kusen pintu, jendela dan ventilasi Pasangan daun pintu panil ulin Pasangan engsel pintu Pasangan handle pintu Pasangan kunci tanam Pasangan kunci KM/WC Pasangan grendel pintu Pasangan daun jendela Pasangan engsel jendela Pasangan tarikan jendela Pasangan hak angin Pasangan slot Pasangan kaca jendela dan ventilasi Pasangan glass block warna biru

5.988 64.890 126.000 48.000 29.000 1.000 12.000 46.620 124.000 62.000 124.000 62.000 115.943 3.200

M3 M2 Bh Bh Bh Bh Bh M2 Bh Bh Bh Bh M2 M2

VI.02 VI.06 Ls Ls Ls Ls Ls VI.10 Ls Ls Ls Ls XII.17 Ls

5,518,600.00 328,500.00 26,700.00 100,000.00 91,700.00 51,900.00 10,600.00 248,850.00 20,600.00 8,000.00 3,000.00 6,000.00 140,130.00 780,000.00 Jumlah IV

33,043,522.55 21,316,365.00 3,364,200.00 4,800,000.00 2,659,300.00 51,900.00 127,200.00 11,601,387.00 2,554,400.00 496,000.00 372,000.00 372,000.00 16,247,064.56 2,496,000.00 99,501,339.11

V 1 2 3 4 5 6 7 8 9 10 11

PEKERJAAN DINDING, PLESTERAN & KERAMIK LANTAI Pekerjaan dinding bata lantai 1 dan lantai 2 Pasangan dinding bata pada balok gantung selasar lantai 1 Pekerjaan dinding bata pada balok gantung entrance Bata trasram pada selasar lantai 1 Bata trasram pada rabat Plesteran dinding Pekerjaan plesteran profil timbul dibawah plafond ring balok atas dan ring balok entrance Pekerjaan keramik 40 x 40 lantai 1 Pekerjaan lantai keramik teras entrance (unpolished) Pekerjaan lantai keramik 40 x 40 lantai 2 Pekerjaan lantai keramik tangga

1,009.754 41.170 33.615 12.600 52.000 1,928.709 32.560 395.695 62.400 383.565 19.935

M2 M2 M2 M2 M2 M2 M2 M2 M2 M2 M2

IV.11 IV.11 IV.11 IV.10 IV.10 V.15 V.15 XIII.43.a XIII.43.c XIII.43.a XIII.43.c

75,427.90 75,427.90 75,427.90 78,336.56 78,336.56 23,183.60 23,183.60 125,276.04 120,276.04 125,276.04 120,276.04 Jumlah V

76,163,623.74 3,105,366.64 2,535,508.86 987,040.66 4,073,501.12 44,714,417.97 754,858.02 49,571,102.65 7,505,224.90 48,051,504.28 2,397,732.93 239,859,881.76

VI 1 2 3 4 5 6 7 8 9 10 11

PEKERJAAN ATAP DAN PLAFOND Konstruksi baja ringan untuk kuda-kuda/kap Pekerjaan atap entrance, genteng metal Pekerjaan atap utama, genteng metal Pekerjaan jurai dan bubungan genteng metal Pekerjaan talang Plafond Kalsiboard 3,5 mm dalam bangunan & selasar (Lt 1) Plafond Kalsiboard 3,5 mm entrance Plafond Kalsiboard 3,5 dalam bangunan & selasar (Lt 2) List profil kayu 5/5 Lt 1 dan entrance List profil kayu 5/5 Lt 2 Listplank papan ulin 2/20 dan 2/10

984.990 171.120 813.870 109.900 48.100 456.680 104.000 572.480 394.200 447.400 185.020

M2 M2 M2 M! M! M2 M2 M2 M! M! M!

Ls VIII.32 VIII.32

IX.24 IX.24 IX.24 Ls Ls VI.46.a

216,000.00 82,295.00 82,295.00 116,506.00 116,506.00 116,506.00 5,000.00 5,000.00 38,202.00 Jumlah VI

212,757,840.00 14,082,320.40 66,977,431.65 53,205,960.08 12,116,624.00 66,697,354.88 1,971,000.00 2,237,000.00 7,068,134.04 437,113,665.05

VII

PEKERJAAN KM/WC

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17

Pasangan closet jongkok Pasangan closet duduk Pasangan wastafel Pasangan kaca cermin diatas wastafel Pasangan floor drain Pasangan kran air leher angsa u/ wastafel Pasangan kran air biasa u/ bak air Pasangan bak air sudut 60 x 60 Pekerjaan urinoir lengkap kran Sekat pembatas urinoir Instalasi air bersih Instalasi air kotor Lantai keramik 20 x 20 KM/WC Dinding keramik 20 x 20 KM/WC, tinggi = 175 cm Septictank + rembesan 3 M3 Septictank + rembesan 2 M3 Tangga alumunium u/ ruang shaft

13.000 1.000 8.000 8.000 16.000 8.000 14.000 14.000 5.000 4.000 28.000 43.000 58.125 178.185 1.000 1.000 1.000

Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M2 M2 Unit Unit Unit

Ls Ls Ls Ls Ls Ls Ls Ls Ls Ls Ls Ls XIII.43.b XIII.68 Ls Ls Ls

158,300.00 1,093,750.00 250,000.00 35,000.00 250,000.00 24,000.00 350,000.00 562,500.00 250,000.00 140,000.00 150,000.00 110,876.04 111,801.80 3,000,000.00 2,000,000.00 800,000.00 Jumlah VII

2,057,900.00 1,093,750.00 2,000,000.00 560,000.00 2,000,000.00 336,000.00 4,900,000.00 2,812,500.00 1,000,000.00 3,920,000.00 6,450,000.00 6,444,669.83 19,921,403.73 3,000,000.00 2,000,000.00 800,000.00 59,296,223.56

VIII 1 2

PEKERJAAN PENGECATAN Pekerjaan cat tembok dinding Pekerjaan cat kilap kusen, daun pintu, daun jendela dan tawing, listplank

3,094.43 M2 541.97 M2

XIV.14.a XIV.08

8,097.00 25,997.00 Jumlah VIII

25,055,591.61 14,089,698.08 39,145,289.69

IX 1 2 3 4 5 6 7 8 9 10

PEKERJAAN LISTRIK Lampu TL 40 watt u/ lantai 1 Lampu pijar 40 watt u/ lantai 1 Lampu SL 20 watt Instalasi stop kontak Lantai 1 Lampu TL 40 watt u/ lantai 2 Lampu SL 20 watt Instalasi stop kontak Lantai 2 Instalasi titik lampu Panel / MCB 3 Group Penangkal petir

23.000 14.000 39.000 15.000 36.000 9.000 12.000 121.000 1.000 1.000

Bh Bh Ttk Ttk Bh Ttk Ttk Ttk Bh Unit

Ls Ls Ls Ls Ls Ls Ls Ls Ls Ls

90,000.00 6,000.00 40,000.00 171,300.00 90,000.00 40,000.00 171,300.00 171,300.00 800,000.00 4,000,000.00 Jumlah IX

2,070,000.00 84,000.00 1,560,000.00 2,569,500.00 3,240,000.00 360,000.00 2,055,600.00 20,727,300.00 800,000.00 4,000,000.00 37,466,400.00

X 1 2 3 4 5 6 7 8 9 10

PEKERJAAN PAGAR, ORNAMEN, DLL Pekerjaan pagar stainless selasar lantai 1 Pekerjaan pagar stainless selasar lantai 2 Pekerjaan pagar stainless tangga Bak bunga entrance Tanah subur pengisi bak bunga Tanaman hias teh - tehan Pasangan batu alam Pekerjaan ornamen batang garing pada tawing layar Pekerjaan ornamen kolom Pekerjaan plesteran profil timbul dibawah jendela

26.200 39.400 17.331 1.000 2.304 1.000 58.984 2.475 33.000 17.000

M! M! M! Unit M3 Unit M2 M2 Unit Bh

Ls Ls Ls Ls Ls Ls Ls Ls Ls Ls

400,000.00 400,000.00 400,000.00 2,000,000.00 100,000.00 1,000,000.00 237,500.00 450,000.00 100,000.00 150,000.00 Jumlah X

10,480,000.00 15,760,000.00 6,932,400.00 2,000,000.00 230,400.00 1,000,000.00 14,008,700.00 1,113,750.00 3,300,000.00 2,550,000.00 57,375,250.00

XI 1 2 3 4 5 6 7 8 9

PEKERJAAN HALAMAN DAN JEMBATAN = 1 Bh Galian tanah humus tbl = 20 cm Timbunan tanah granit tbl = 25 cm Timbunan pasir urug tbl = 10 cm Cor beton 1 : 2 : 3 Tbl = 10 cm Plankson tbl = 12 cm Cat hitam - putih plankson Galian tanah pondasi dan plat injak Urugan kembali tanah galian Lapisan pasir dibawah pondasi tbl = 15 cm

24.60 30.75 12.30 12.30 1.20 8.02 16.80 16.80 1.58

M3 M3 M3 M3 M3 M2 M3 M3 M3

II.01 II.11.b II.11.a VII.05 VII.39.g XIV.08 II.01 II.09 II.11.a

16,800.00 76,720.00 76,720.00 600,842.00 974,642.00 25,997.00 16,800.00 8,050.00 76,720.00

413,313.60 2,359,331.80 943,732.72 7,390,957.44 1,172,494.33 208,495.94 282,240.00 135,240.00 120,834.00

10 11 12 13 14 15 16

Lapisan pasir dibawah plat injak tbl = 15 cm Pondasi batu belah Lantai beton jembatan tbl = 12 cm Balok jembatan 20/30 Dinding pengaman jembatan, cor 1:2:3 tbl=20 cm t=30 cm Plat injak beton 1 : 2 : 3 Cat dinding pengaman jembatan

1.05 6.50 1.20 0.53 0.24 1.05 3.20

M3 M3 M3 M3 M3 M3 M2

II.11.a III.05 VII.39.e VII.41.f VII.05 VII.05 XIV.14.a

76,720.00 563,204.50 3,509,085.00 2,768,677.50 600,842.00 600,842.00 8,097.00 Jumlah XI

80,556.00 3,660,829.25 4,210,902.00 1,475,151.37 144,202.08 630,884.10 25,910.40 23,255,075.03

REKAPITULASIA.I II III IV V VI VII VIII IX X XI

BIAYA KONSTRUKSIPEKERJAAN PENDAHULUAN PEKERJAAN TANAH PEKERJAAN PONDASI DAN BETON PEKERJAAN KUSEN, PINTU DAN JENDELA PEKERJAAN DINDING, PLESTERAN & KERAMIK LANTAI PEKERJAAN ATAP DAN PLAFOND PEKERJAAN KM/WC PEKERJAAN PENGECATAN PEKERJAAN LISTRIK PEKERJAAN PAGAR, ORNAMEN, DLL PEKERJAAN HALAMAN DAN JEMBATAN = 1 Bh JUMLAH A Rp 18,468,000.00 Rp 14,556,316.46 Rp 666,828,168.95 Rp 99,501,339.11 Rp 239,859,881.76 Rp 437,113,665.05 Rp 59,296,223.56 Rp 39,145,289.69 Rp 37,466,400.00 Rp 57,375,250.00 Rp 23,255,075.03 Rp 1,692,865,609.61

B.

BIAYA UMUMRp Rp 65% 35% x x Rp Rp 15,500,000.00 15,500,000.00 JUMLAH B Rp Rp Rp 76,000,000.00 54,000,000.00 10,075,000.00 5,425,000.00 145,500,000.00

I BIAYA PERENCANAAN II BIAYA PENGAWASAN III BIAYA PENGELOLA PROYEK a. Pemegang Mata Anggaran b. Pengelola Teknis Dinas PU, Kimpraswil Kota P. Raya

C.

TOTAL BIAYARp 1,692,865,609.61 Rp 145,500,000.00 Rp 1,838,365,609.61 Rp 1,857,500,000.00 (19,134,390.39)

A. BIAYA KONSTRUKSI B. BIAYA UMUM JUMLAH A+B

Terbilang

:

Satu milyar delapan ratus lima puluh tujuh juta lima ratus ribu rupiah

Palangka Raya, Disetujui Oleh : Pejabat Pelaksana Teknis Kegiatan (PPTK) Diperiksa Oleh : Pengelola Teknis Dinas PU Kimpraswil Kota Palangka Raya

Juli 2007

Dibuat Oleh : CV. BAGASNUSA KONSULTAN Pusat Palangka Raya

. .

.. .

Ir. PANOGARI SIANIPAR Direktur

Mengetahui : Kepala Dinas Pekerjaan Umum

Mengetahui : ..

Kota Palangka Raya

Ir. SANIJAN, CES Pembina Utama Muda NIP. 110 040 971

. . ..

DAFTAR ANALISAKOTA PALANGKA RAYAANALISA URAIAN PEKERJAAN HARGA SATUAN Rp. UPAH Rp. HARGA BAHAN Rp. JUMLAH Rp.

II.01

1 M3 Galian Tanah Biasa sedalam 1 M 0.4000 Oh Pekerja 0.0400 Oh Mandor

35,000.00 70,000.00

14,000.00 2,800.00 16,800.00

-

16,800.00

II.02

1 M3 Galian Tanah Biasa sedalam 2 M 0.5260 Oh Pekerja 0.0520 Oh Mandor

35,000.00 70,000.00

18,410.00 3,640.00 22,050.00

-

22,050.00

II.09

1 M3 Urugan kembali 0.1920 Oh Pekerja 0.0190 Oh Mandor

35,000.00 70,000.00

6,720.00 1,330.00 8,050.00

-

8,050.00

II.11.a

1 M3 Urugan Pasir Urug 1.2000 M3 Pasir urug 0.3000 Oh Pekerja 0.0100 Oh Mandor

54,600.00 35,000.00 70,000.00

65,520.00 10,500.00 700.00 11,200.00

65,520.00

76,720.00

II.11.b

1 M3 Urugan Tanah Urug 1.2000 M3 Tanah urug 0.3000 Oh Pekerja 0.0100 Oh Mandor

54,600.00 35,000.00 70,000.00

65,520.00 10,500.00 700.00 11,200.00

65,520.00

76,720.00

III.05

1 M3 Pasangan Pondasi Batu Belah Camp. 1 : 4 1.1000 M3 Batu belah 163.0000 Kg Semen PC 50 Kg 0.4850 M3 Pasir pasang 1.5000 Oh Pekerja 0.0750 Oh Mandor 0.6000 Oh Tukang batu 0.0600 Oh Kepala tukang

236,300.00 1,088.00 71,300.00 35,000.00 70,000.00 50,000.00 60,000.00

259,930.00 177,344.00 34,580.50 52,500.00 5,250.00 30,000.00 3,600.00 91,350.00

471,854.50

563,204.50

IV.10

1 M2 Pas. Bata Trasraam Tebal Bata 1 : 3 70.0000 Bh Batu bata 14.3700 Kg Semen PC 50 Kg 0.0400 M3 Pasir pasang 0.3200 Oh Pekerja 0.0150 Oh Mandor 0.1000 Oh Tukang batu 0.0100 Oh Kepala tukang

600.00 1,088.00 71,300.00 35,000.00 70,000.00 50,000.00 60,000.00

42,000.00 15,634.56 2,852.00 11,200.00 1,050.00 5,000.00 600.00 17,850.00

60,486.56

78,336.56

IV.11

1 M2 Pasangan Batu Bata Tebal Bata 1 : 4 70.0000 Bh Batu bata 11.5000 Kg Semen PC 50 Kg 0.0430 M3 Pasir pasang 0.3200 Oh Pekerja 0.0150 Oh Mandor 0.1000 Oh Tukang batu 0.0100 Oh Kepala tukang

600.00 1,088.00 71,300.00 35,000.00 70,000.00 50,000.00 60,000.00

42,000.00 12,512.00 3,065.90 11,200.00 1,050.00 5,000.00 600.00 17,850.00

57,577.90

75,427.90

V.15

1 M2 Plesteran Tebal 15 mm Camp. 1 : 4

ANALISA 5.2000 0.0200 0.0100 0.0150 0.1500 0.2000

URAIAN PEKERJAAN Kg M3 Oh Oh Oh Oh Semen PC 50 Kg Pasir pasang Mandor Kepala tukang Tukang batu Pekerja

HARGA SATUAN Rp. 1,088.00 71,300.00 70,000.00 60,000.00 50,000.00 35,000.00

UPAH Rp.

HARGA BAHAN Rp. 5,657.60 1,426.00

JUMLAH Rp.

700.00 900.00 7,500.00 7,000.00 16,100.00

7,083.60

23,183.60

VI.02

1 M3 Pasangan Kusen Pintu & Jendela Ky Ulin 1.1000 M3 Balok ulin 3.0000 Kg Paku ulin 6.0000 Oh Pekerja 0.3000 Oh Mandor 20.0000 Oh Tukang kayu 2.0000 Oh Kepala tukang

3,750,000.00 14,200.00 35,000.00 70,000.00 50,000.00 60,000.00

4,125,000.00 42,600.00 210,000.00 21,000.00 1,000,000.00 120,000.00 1,351,000.00

4,167,600.00

5,518,600.00

VI.06

1 M2 Pasangan Pintu Panil Kayu Ulin 0.0400 M3 Balok ulin 1.0000 Oh Pekerja 0.0500 Oh Mandor 2.5000 Oh Tukang kayu 0.2500 Oh Kepala tukang

3,750,000.00 35,000.00 70,000.00 50,000.00 60,000.00

150,000.00 35,000.00 3,500.00 125,000.00 15,000.00 178,500.00

150,000.00

328,500.00

VI.10

1 M2 Pasangan Pintu dan Jendela Kaca 0.0350 M3 Balok ulin 0.0800 Oh Pekerja 0.0400 Oh Mandor 2.0000 Oh Tukang kayu 0.2000 Oh Kepala tukang

3,750,000.00 35,000.00 70,000.00 50,000.00 60,000.00

131,250.00 2,800.00 2,800.00 100,000.00 12,000.00 117,600.00

131,250.00

248,850.00

VI.28

1 M3 Pasangan Kuda-kuda Kayu Lanan 1.1000 M3 Balok lanan 0.8000 Kg Paku kayu 15.0000 Kg Besi strip/beugel 4.0000 Oh Pekerja 0.2000 Oh Mandor 12.0000 Oh Tukang kayu 1.2000 Oh Kepala tukang

1,875,000.00 10,600.00 32,340.00 35,000.00 70,000.00 50,000.00 60,000.00

2,062,500.00 8,480.00 485,100.00 140,000.00 14,000.00 600,000.00 72,000.00 826,000.00

2,556,080.00

3,382,080.00

VI.33

1 M2 Pasangan Kaso + Reng Atap Metal 0.0140 M3 Balok lanan 0.1500 Kg Paku kayu 0.1000 Oh Pekerja 0.0050 Oh Mandor 0.1000 Oh Tukang kayu 0.0100 Oh Kepala tukang

1,875,000.00 10,600.00 35,000.00 70,000.00 50,000.00 60,000.00

26,250.00 1,590.00 3,500.00 350.00 5,000.00 600.00 9,450.00

27,840.00

37,290.00

VI.46.a

1 M' Pasang Listplank 2/20 & 2/10 Papan Ulin 0.0066 M3 Papan ulin 0.0600 Kg Paku ulin 0.1000 Oh Pekerja 0.0500 Oh Mandor 0.1000 Oh Tukang kayu 0.0100 Oh Kepala tukang

3,750,000.00 14,200.00 35,000.00 70,000.00 50,000.00 60,000.00

24,750.00 852.00 3,500.00 3,500.00 5,000.00 600.00 12,600.00

25,602.00

38,202.00

ANALISA VI.46.b

URAIAN PEKERJAAN 1 M' Pasang Listplank 2/10 cm Papan Ulin 0.0022 M3 Papan ulin 0.0600 Kg Paku ulin 0.1000 Oh Pekerja 0.0500 Oh Mandor 0.1000 Oh Tukang kayu 0.0100 Oh Kepala tukang

HARGA SATUAN Rp. 3,750,000.00 14,200.00 35,000.00 70,000.00 50,000.00 60,000.00

UPAH Rp.

HARGA BAHAN Rp. 8,250.00 852.00

JUMLAH Rp.

3,500.00 3,500.00 5,000.00 600.00 12,600.00

9,102.00

21,702.00

VI.48

1 M2 Pasang Rangka Dinding Pemisah Kayu Ulin 0.0070 M3 Papan ulin 0.0195 M3 Balok ulin 0.1000 Kg Paku ulin 0.1500 Oh Pekerja 0.0750 Oh Mandor 0.4500 Oh Tukang kayu 0.0450 Oh Kepala tukang

3,750,000.00 3,750,000.00 14,200.00 35,000.00 70,000.00 50,000.00 60,000.00

26,250.00 73,125.00 1,420.00 5,250.00 5,250.00 22,500.00 2,700.00 35,700.00

100,795.00

136,495.00

VI.50

1 M2 Pasang Rangka Dinding Pemisah Teakwood Rangka Kayu Lanan 0.0070 M3 Papan lanan 0.0195 M3 Balok lanan 0.2000 Kg Paku kayu 0.0300 Kg Paku plywood 0.3600 Lbr Teakwood 0.1500 Oh Pekerja 0.0750 Oh Mandor 0.4500 Oh Tukang kayu 0.0450 Oh Kepala tukang

1,875,000.00 1,875,000.00 10,600.00 18,100.00 106,300.00 35,000.00 70,000.00 50,000.00 60,000.00

13,125.00 36,562.50 2,120.00 543.00 38,268.00 5,250.00 5,250.00 22,500.00 2,700.00 35,700.00

90,618.50

126,318.50

VI.52

1 M2 Dinding Lumbrisering Kayu Lanan 0.0070 M3 Papan lanan 0.0195 M3 Balok lanan 0.1000 Kg Paku kayu 0.6000 Oh Pekerja 0.0300 Oh Mandor 1.8000 Oh Tukang kayu 0.1800 Oh Kepala tukang

1,875,000.00 1,875,000.00 10,600.00 35,000.00 70,000.00 50,000.00 60,000.00

13,125.00 36,562.50 1,060.00 21,000.00 2,100.00 90,000.00 10,800.00 123,900.00

50,747.50

174,647.50

VII.05

1 M3 Beton Tumbuk Camp.1Pc : 2 Ps : 3Kr 232.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 1.6500 Oh Pekerja 0.0800 Oh Mandor 0.2500 Oh Tukang batu 0.0250 Oh Kepala tukang

1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 60,000.00

252,416.00 37,076.00 234,000.00 57,750.00 5,600.00 12,500.00 1,500.00 77,350.00

523,492.00

600,842.00

VII.39

1 M3 Membuat Kolom Praktis Beton Bertulang (100 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 100.0000 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00

480,000.00 33,920.00 630,000.00 27,675.00 351,424.00 37,076.00 234,000.00 203,000.00 12,950.00 17,500.00

ANALISA 2.8000 Oh 1.0500 Oh 0.4200 Oh

URAIAN PEKERJAAN Tukang kayu Tukang besi Kepala tukang

HARGA SATUAN Rp. 50,000.00 50,000.00 60,000.00

UPAH Rp. 140,000.00 52,500.00 25,200.00 451,150.00

HARGA BAHAN Rp.

JUMLAH Rp.

1,794,095.00

2,245,245.00

VII.38.a

1 M3 Membuat Pondasi Plat 100x100 Beton Bertulang (118,503 Kg Besi + Bekisting) 0.2000 M3 Papan begesting 1.5000 Kg Paku kayu 118.5030 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 3.9000 Oh Pekerja 0.1650 Oh Mandor 0.3500 Oh Tukang batu 1.0400 Oh Tukang kayu 1.0500 Oh Tukang besi 0.2450 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

300,000.00 15,900.00 746,568.90 27,675.00 351,424.00 37,076.00 234,000.00 136,500.00 11,550.00 17,500.00 52,000.00 52,500.00 14,700.00 284,750.00

1,712,643.90

1,997,393.90

VII.38.b


1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

300,000.00 15,900.00 754,362.00 27,675.00 351,424.00 37,076.00 234,000.00 136,500.00 11,550.00 17,500.00 52,000.00 52,500.00 14,700.00 284,750.00

1,720,437.00

2,005,187.00

VII.38.c


1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

300,000.00 15,900.00 707,508.90 27,675.00 351,424.00 37,076.00 234,000.00 136,500.00 11,550.00 17,500.00 52,000.00 52,500.00 14,700.00 284,750.00

1,673,583.90

1,958,333.90

VII.38.d

1 M3 Membuat Pondasi Plat 100x200 Beton Bertulang (195,154 Kg Besi + Bekisting) 0.2000 M3 Papan begesting 1.5000 Kg Paku kayu 195.1540 Kg Besi beton 2.2500 Kg Kawat beton

1,500,000.00 10,600.00 6,300.00 12,300.00

300,000.00 15,900.00 1,229,470.20 27,675.00

ANALISA 323.0000 0.5200 0.7800 3.9000 0.1650 0.3500 1.0400 1.0500 0.2450

URAIAN PEKERJAAN Kg M3 M3 Oh Oh Oh Oh Oh Oh Semen PC 50 Kg Pasir pasang Kerikil Pekerja Mandor Tukang batu Tukang kayu Tukang besi Kepala tukang

HARGA SATUAN Rp. 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

UPAH Rp.

HARGA BAHAN Rp. 351,424.00 37,076.00 234,000.00

JUMLAH Rp.

136,500.00 11,550.00 17,500.00 52,000.00 52,500.00 14,700.00 284,750.00

2,195,545.20

2,480,295.20

VII.38.e


1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

300,000.00 15,900.00 708,384.60 27,675.00 351,424.00 37,076.00 234,000.00 136,500.00 11,550.00 17,500.00 52,000.00 52,500.00 14,700.00 284,750.00

1,674,459.60

1,959,209.60

VII.39.a

1 M3 Membuat Sloof 20/20 Beton Bertulang Bertulang (160,395 Kg Besi + Bekisting) 0.2700 M3 Papan begesting 2.0000 Kg Paku kayu 160.3950 Kg Besi beton 3.0000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 4.8500 Oh Pekerja 0.1700 Oh Mandor 0.3500 Oh Tukang batu 1.5600 Oh Tukang kayu 1.4000 Oh Tukang besi 0.3310 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

405,000.00 21,200.00 1,010,488.50 36,900.00 351,424.00 37,076.00 234,000.00 169,750.00 11,900.00 17,500.00 78,000.00 70,000.00 19,860.00 367,010.00

2,096,088.50

2,463,098.50

VII.39.b

1 M3 Membuat Sloof 25/40 Beton Bertulang Bertulang (208,740 Kg Besi + Bekisting) 0.2700 M3 Papan begesting 2.0000 Kg Paku kayu 208.7400 Kg Besi beton 3.0000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 4.8500 Oh Pekerja 0.1700 Oh Mandor 0.3500 Oh Tukang batu 1.5600 Oh Tukang kayu 1.4000 Oh Tukang besi 0.3310 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

405,000.00 21,200.00 1,315,062.00 36,900.00 351,424.00 37,076.00 234,000.00 169,750.00 11,900.00 17,500.00 78,000.00 70,000.00 19,860.00 367,010.00

2,400,662.00

2,767,672.00

VII.39.c

1 M3 Membuat Sloof 20/30 Beton Bertulang

ANALISA

URAIAN PEKERJAAN Bertulang (251,875 Kg Besi + Bekisting) 0.2700 M3 Papan begesting 2.0000 Kg Paku kayu 251.8750 Kg Besi beton 3.0000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 4.8500 Oh Pekerja 0.1700 Oh Mandor 0.3500 Oh Tukang batu 1.5600 Oh Tukang kayu 1.4000 Oh Tukang besi 0.3310 Oh Kepala tukang

HARGA SATUAN Rp. 1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

UPAH Rp.

HARGA BAHAN Rp. 405,000.00 21,200.00 1,586,812.50 36,900.00 351,424.00 37,076.00 234,000.00

JUMLAH Rp.

169,750.00 11,900.00 17,500.00 78,000.00 70,000.00 19,860.00 367,010.00

2,672,412.50

3,039,422.50

VII.39.d

1 M3 Membuat Plat Lantai Beton Bertulang (103,107 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 103.1070 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1400 M3 Balok kelas III 16.0000 Btg Kayu bulat 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 649,574.10 27,675.00 351,424.00 37,076.00 234,000.00 210,000.00 192,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

2,215,669.10

2,666,819.10

VII.39.e

1 M3 Membuat Plat Lantai Jembatan Beton Bertulang (236,800 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 236.8000 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1400 M3 Balok kelas III 16.0000 Btg Kayu bulat 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,491,840.00 27,675.00 351,424.00 37,076.00 234,000.00 210,000.00 192,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

3,057,935.00

3,509,085.00

VII.39.f

1 M3 Membuat Cantilever dan Sunscreen Beton Bertulang (80 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 80.0000 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00

480,000.00 33,920.00 504,000.00 27,675.00 351,424.00 37,076.00

ANALISA 0.7800 5.8000 0.1850 0.3500 2.8000 1.0500 0.4200

URAIAN PEKERJAAN M3 Oh Oh Oh Oh Oh Oh Kerikil Pekerja Mandor Tukang batu Tukang kayu Tukang besi Kepala tukang

HARGA SATUAN Rp. 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

UPAH Rp. 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

HARGA BAHAN Rp. 234,000.00

JUMLAH Rp.

1,668,095.00

2,119,245.00

VII.39.g

1 M3 Membuat Beton 1 : 2 : 3 Plankson 232.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

252,416.00 37,076.00 234,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

523,492.00

974,642.00

VII.40.a

1 M3 Membuat Kolom 30/30 Beton Bertulang (174,061 Kg Besi + Bekisting) 0.4000 M3 Papan begesting 4.0000 Kg Paku kayu 174.0610 Kg Besi beton 4.5000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1500 M3 Balok kelas III 20.0000 Btg Kayu bulat 7.3000 Oh Pekerja 0.2500 Oh Mandor 0.3500 Oh Tukang batu 3.3000 Oh Tukang kayu 2.1000 Oh Tukang besi 0.5700 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

600,000.00 42,400.00 1,096,584.30 55,350.00 351,424.00 37,076.00 234,000.00 225,000.00 240,000.00 255,500.00 17,500.00 17,500.00 165,000.00 105,000.00 34,200.00 594,700.00

2,881,834.30

3,476,534.30

VII.40.b

1 M3 Membuat Kolom 20/20 Beton Bertulang (363,988 Kg Besi + Bekisting) 0.4000 M3 Papan begesting 4.0000 Kg Paku kayu 363.9880 Kg Besi beton 4.5000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1500 M3 Balok kelas III 20.0000 Btg Kayu bulat 7.3000 Oh Pekerja 0.2500 Oh Mandor 0.3500 Oh Tukang batu 3.3000 Oh Tukang kayu 2.1000 Oh Tukang besi 0.5700 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

600,000.00 42,400.00 2,293,124.40 55,350.00 351,424.00 37,076.00 234,000.00 225,000.00 240,000.00 255,500.00 17,500.00 17,500.00 165,000.00 105,000.00 34,200.00 594,700.00

4,078,374.40

4,673,074.40

VII.40.c

1 M3 Membuat Kolom Praktis 15/15 Beton Bertulang (180,067 Kg Besi + Bekisting) 0.4000 M3 Papan begesting 4.0000 Kg Paku kayu

1,500,000.00 10,600.00

600,000.00 42,400.00

ANALISA 180.0670 4.5000 323.0000 0.5200 0.7800 7.3000 0.2500 0.3500 3.3000 2.1000 0.5700

URAIAN PEKERJAAN Kg Kg Kg M3 M3 Oh Oh Oh Oh Oh Oh Besi beton Kawat beton Semen PC 50 Kg Pasir pasang Kerikil Pekerja Mandor Tukang batu Tukang kayu Tukang besi Kepala tukang

HARGA SATUAN Rp. 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

UPAH Rp.

HARGA BAHAN Rp. 1,134,422.10 55,350.00 351,424.00 37,076.00 234,000.00

JUMLAH Rp.

255,500.00 17,500.00 17,500.00 165,000.00 105,000.00 34,200.00 594,700.00

2,454,672.10

3,049,372.10

VII.41.a

1 M3 Membuat Balok 25/45 Beton Bertulang (214,298 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 214.2980 Kg Besi beton 3.0000 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1400 M3 Balok kelas III 16.0000 Btg Kayu bulat 5.9600 Oh Pekerja 0.2080 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.4000 Oh Tukang besi 0.4550 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,350,077.40 36,900.00 351,424.00 37,076.00 234,000.00 210,000.00 192,000.00 208,600.00 14,560.00 17,500.00 140,000.00 70,000.00 27,300.00 477,960.00

2,925,397.40

3,403,357.40

VII.41.b

1 M3 Membuat Balok 20/30 Beton Bertulang (255,175 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 255.1750 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1400 M3 Balok kelas III 16.0000 Btg Kayu bulat 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,607,602.50 27,675.00 351,424.00 37,076.00 234,000.00 210,000.00 192,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

3,173,697.50

3,624,847.50

VII.41.f

1 M3 Membuat Balok Jembatan 20/30 Beton Bertulang (119,275 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 119.2750 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 0.1400 M3 Balok kelas III 16.0000 Btg Kayu bulat 5.8000 Oh Pekerja

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 1,500,000.00 12,000.00 35,000.00

480,000.00 33,920.00 751,432.50 27,675.00 351,424.00 37,076.00 234,000.00 210,000.00 192,000.00 203,000.00

ANALISA 0.1850 0.3500 2.8000 1.0500 0.4200 Oh Oh Oh Oh Oh

URAIAN PEKERJAAN Mandor Tukang batu Tukang kayu Tukang besi Kepala tukang

HARGA SATUAN Rp. 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

UPAH Rp. 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

HARGA BAHAN Rp.

JUMLAH Rp.

2,317,527.50

2,768,677.50

VII.41.c

1 M3 Membuat Ring Balok 15/25 Beton Bertulang (171,088 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 171.0880 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,077,854.40 27,675.00 351,424.00 37,076.00 234,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

2,241,949.40

2,693,099.40

VII.41.d

1 M3 Membuat Ring Balok 20/30 Beton Bertulang (288,875 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 288.8750 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,819,912.50 27,675.00 351,424.00 37,076.00 234,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

2,984,007.50

3,435,157.50

VII.41.e

1 M3 Membuat Ring Balok 20/20 Entrance Beton Bertulang (278,175 Kg Besi + Bekisting) 0.3200 M3 Papan begesting 3.2000 Kg Paku kayu 278.1750 Kg Besi beton 2.2500 Kg Kawat beton 323.0000 Kg Semen PC 50 Kg 0.5200 M3 Pasir pasang 0.7800 M3 Kerikil 5.8000 Oh Pekerja 0.1850 Oh Mandor 0.3500 Oh Tukang batu 2.8000 Oh Tukang kayu 1.0500 Oh Tukang besi 0.4200 Oh Kepala tukang

1,500,000.00 10,600.00 6,300.00 12,300.00 1,088.00 71,300.00 300,000.00 35,000.00 70,000.00 50,000.00 50,000.00 50,000.00 60,000.00

480,000.00 33,920.00 1,752,502.50 27,675.00 351,424.00 37,076.00 234,000.00 203,000.00 12,950.00 17,500.00 140,000.00 52,500.00 25,200.00 451,150.00

2,916,597.50

3,367,747.50

VIII.32

1 M2 Pasang Atap Genteng Metal 1.0000 M2 Genteng metal 20.0000 Bh Paku tembak / sekrup 0.2000 Oh Pekerja 0.0010 Oh Mandor

62,625.00 350.00 35,000.00 70,000.00

62,625.00 7,000.00 7,000.00 70.00

ANALISA 0.1000 Oh 0.0100 Oh

URAIAN PEKERJAAN Tukang kayu Kepala tukang

HARGA SATUAN Rp. 50,000.00 60,000.00

UPAH Rp. 5,000.00 600.00 12,670.00

HARGA BAHAN Rp.

JUMLAH Rp.

69,625.00

82,295.00

IX.24

1 M2 Pasang Langit - Langit Kalsiboard 3,5 mm 120 x 240 x 0,36 + Rangka Kayu Lanan 0.0230 M3 Balok lanan 0.0600 Kg Paku plywood 0.3900 Lbr Kalsiboard 3,5 mm 0.2700 Oh Pekerja 0.0135 Oh Mandor 0.4000 Oh Tukang kayu 0.4000 Oh Tukang gypsum 0.0400 Oh Kepala tukang

1,875,000.00 18,100.00 50,000.00 35,000.00 70,000.00 50,000.00 50,000.00 60,000.00

43,125.00 1,086.00 19,500.00 9,450.00 945.00 20,000.00 20,000.00 2,400.00 52,795.00

63,711.00

116,506.00

XI.18

1 M! Pasang Talang Datar, Seng BJLS 30 1.0000 M! Seng Plat BJLS 30 0.0150 M3 Paku kayu 0.0096 Kg Papan lanan 0.1500 Oh Pekerja 0.0013 Oh Mandor 0.4000 Oh Tukang kayu 0.0250 Oh Kepala tukang

9,200.00 10,600.00 1,875,000.00 35,000.00 70,000.00 50,000.00 60,000.00

9,200.00 159.00 18,000.00 5,250.00 87.50 20,000.00 1,500.00 26,837.50

27,359.00

54,196.50

XII.17

1 M2 Pasang Kaca Mati Tebal 5 mm 1.1000 Bh Kaca rayband 5 mm 0.0150 Oh Pekerja 0.0075 Oh Mandor 0.1500 Oh Tukang kayu 0.0150 Oh Kepala tukang

118,800.00 35,000.00 70,000.00 50,000.00 60,000.00

130,680.00 525.00 525.00 7,500.00 900.00 9,450.00

130,680.00

140,130.00

XIII.43.a

1 M2 Pasang Lantai Keramik 40 x 40 1.0000 M2 Keramik 40 x 40 11.3800 Kg Semen PC 50 Kg 0.0420 M3 Pasir pasang 1.5000 Kg Semen warna 0.6200 Oh Pekerja 0.3500 Oh Tukang batu 0.0350 Oh Kepala tukang 0.0300 Oh Mandor

65,000.00 1,088.00 71,300.00 1,000.00 35,000.00 50,000.00 60,000.00 70,000.00

65,000.00 12,381.44 2,994.60 1,500.00 21,700.00 17,500.00 2,100.00 2,100.00 43,400.00

81,876.04

125,276.04

XIII.43.b

1 M2 Pasang Lantai Keramik 20 x 20 1.0000 M2 Keramik 20 x 20 11.3800 Kg Semen PC 50 Kg 0.0420 M3 Pasir pasang 1.5000 Kg Semen warna 0.6200 Oh Pekerja 0.3500 Oh Tukang batu 0.0350 Oh Kepala tukang 0.0300 Oh Mandor

50,600.00 1,088.00 71,300.00 1,000.00 35,000.00 50,000.00 60,000.00 70,000.00

50,600.00 12,381.44 2,994.60 1,500.00 21,700.00 17,500.00 2,100.00 2,100.00 43,400.00

67,476.04

110,876.04

XIII.43.c

1 M2 Pasang Lantai Keramik Entrance 30x30 Jenis Kasar (Unpolished) 1.0000 M2 Keramik 30 x 30 11.3800 Kg Semen PC 50 Kg 0.0420 M3 Pasir pasang 1.5000 Kg Semen warna 0.6200 Oh Pekerja

60,000.00 1,088.00 71,300.00 1,000.00 35,000.00

60,000.00 12,381.44 2,994.60 1,500.00 21,700.00

ANALISA 0.3500 Oh 0.0350 Oh 0.0300 Oh

URAIAN PEKERJAAN Tukang batu Kepala tukang Mandor

HARGA SATUAN Rp. 50,000.00 60,000.00 70,000.00

UPAH Rp. 17,500.00 2,100.00 2,100.00 43,400.00

HARGA BAHAN Rp.

JUMLAH Rp.

76,876.04

120,276.04

XIII.68

1 M2 Pasang Dinding Keramik 20 x 20 1.0000 M2 Keramik 20 x 20 9.3000 Kg Semen PC 50 Kg 0.0180 M3 Pasir pasang 1.5000 Kg Semen warna 0.6000 Oh Pekerja 0.4500 Oh Tukang batu 0.0450 Oh Kepala tukang 0.0300 Oh Mandor

50,600.00 1,088.00 71,300.00 1,000.00 35,000.00 50,000.00 60,000.00 70,000.00

50,600.00 10,118.40 1,283.40 1,500.00 21,000.00 22,500.00 2,700.00 2,100.00 48,300.00

63,501.80

111,801.80

XIV.08

1 M2 Pengecatan Bidang Kayu Baru (1 lapis plamir) 1 Lapis Cat Dasar dan 2 Lapis Cat Penutup 0.2000 Kg Cat meni 0.1500 Kg Plamir 0.1700 Kg Cat kayu dasar 0.2600 Kg Cat kilap kayu 0.0700 Oh Pekerja 0.0900 Oh Tukang cat 0.0060 Oh Kepala tukang 0.0025 Oh Mandor

22,900.00 6,260.00 22,900.00 35,000.00 35,000.00 50,000.00 60,000.00 70,000.00

4,580.00 939.00 3,893.00 9,100.00 2,450.00 4,500.00 360.00 175.00 7,485.00

18,512.00

25,997.00

XIV.11

1 M2 Pelaburan Bidang Kayu dengan Plitur 0.1500 Ltr Plitur 0.3720 Ltr Plitur Jadi 2.0000 Lbr Amplas 0.0600 Oh Tukang cat 0.0160 Oh Kepala tukang 0.0025 Oh Mandor

20,000.00 20,000.00 4,600.00 50,000.00 60,000.00 70,000.00

3,000.00 7,440.00 9,200.00 3,000.00 960.00 175.00 4,135.00

19,640.00

23,775.00

XIV.12

1 M2 Pengecatan dengan Cat Residu / Ter 0.3500 Ltr Residu / Ter 0.1000 Oh Pekerja 0.0050 Oh Mandor

12,500.00 35,000.00 70,000.00

4,375.00 3,500.00 350.00 3,850.00

4,375.00

8,225.00

XIV.14.a

1 M2 Pengecatan Tembok Baru (1 lapis plamir dan 2 lapis cat penutup) 0.1000 Kg Plamur tembok 0.2600 Kg Cat tembok matek 0.0025 Oh Mandor 0.0063 Oh Kepala tukang 0.0630 Oh Tukang cat 0.0200 Oh Pekerja

9,380.00 10,600.00 70,000.00 60,000.00 50,000.00 35,000.00

938.00 2,756.00 175.00 378.00 3,150.00 700.00 4,403.00

3,694.00

8,097.00

HARGA SATUAN BAHAN DAN UPAH

KOTA PALANGKA RAYANO. BAHAN DAN UPAH SATUAN HARGA DASAR

1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43

HARGA BAHAN Amplas Batu bata Batu belah Balok lanan Balok kelas III Balok ulin Bak fibre sudut 60 x 60 Besi beton Besi strip/beugel Bubungan Genteng Metal Cat tembok matek Cat meni Cat kilap kayu Cat kayu dasar Closet duduk Closet jongkok Engsel jendela Engsel pintu Floor drain Grendel pintu Gypsum Board tbl. 9 mm Genteng metal Hak angin Instalasi titik lampu Instalasi titik stop kontak Instalasi air bersih Instalasi air kotor Kayu bulat Kawat beton Kaca patri Kaca rayband 5 mm Kerikil Keramik 40 x 40 Keramik 30 x 30 Keramik 20 x 20 Kunci tanam Kunci tanam KM/WC Kran air biasa Kran air leher angsa List profil Lampu SL 8 watt Marmer 60 x 60 Paku genteng multi colour

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Lbr Bh M3 M3 M3 M3 Bh Kg Kg Bh Kg Kg Kg Kg Bh Bh Bh Bh Bh Bh Lbr M2 Bh Ttk Ttk Ttk Ttk Btg Kg M2 M2 M3 M2 M2 M2 Bh Bh Bh Bh M! Bh M2 Kg

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

4,600.00 600.00 236,300.00 1,875,000.00 1,500,000.00 3,750,000.00 350,000.00 6,300.00 32,340.00 25,000.00 10,600.00 22,900.00 35,000.00 22,900.00 1,093,750.00 158,300.00 20,600.00 26,700.00 35,000.00 10,600.00 170,000.00 62,625.00 3,000.00 171,300.00 171,300.00 140,000.00 150,000.00 12,000.00 12,300.00 300,000.00 118,800.00 300,000.00 65,000.00 60,000.00 50,600.00 91,700.00 51,900.00 24,000.00 250,000.00 7,000.00 20,000.00 406,250.00 21,900.00

NO.

BAHAN DAN UPAH

SATUAN

HARGA DASAR

44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73

Paku kayu Paku gypsum Paku plywood Paku ulin Paku tembak / sekrup Papan begesting Papan lanan Papan ulin Pasir pasang Pasir urug Plamur tembok Plamir Plitur Plitur Jadi Kalsiboard 3,5 mm Residu / Ter Semen PC 50 Kg Semen warna Seng Plat BJLS 30 Septictank 3 M3 Septictank 2 M3 Slot Tanah urug Tanah subur Tarikan pintu Tarikan jendela Tempat sabun Teakwood Urinoir Wastafel HARGA UPAH Mandor Kepala tukang Tukang batu Tukang kayu Tukang besi Tukang cat Tukang gali tanah Pekerja

1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1 1

Kg Kg Kg Kg Bh M3 M3 M3 M3 M3 Kg Kg Ltr Ltr Lbr Ltr Kg Kg M! Unit Unit Bh M3 M3 Bh Bh Bh Lbr Set Set

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

10,600.00 25,000.00 18,100.00 14,200.00 350.00 1,500,000.00 1,875,000.00 3,750,000.00 71,300.00 54,600.00 9,380.00 6,260.00 20,000.00 20,000.00 50,000.00 12,500.00 1,088.00 1,000.00 9,200.00 3,000,000.00 2,000,000.00 6,000.00 54,600.00 100,000.00 100,000.00 8,000.00 50,000.00 106,300.00 562,500.00 250,000.00

1 2 3 4 5 6 7 8

1 1 1 1 1 1 1 1

Oh Oh Oh Oh Oh Oh Oh Oh

Rp Rp Rp Rp Rp Rp Rp Rp

70,000.00 60,000.00 50,000.00 50,000.00 50,000.00 50,000.00 35,000.00 35,000.00

PERINCIAN DASKNAMA PROGRAM KEGIATAN/PEKERJAAN LOKASI NILAI DASK 01. Biaya Perencanaan Rp. 13,195,000.00 Rp. 213,775,000.00 - Rp. 199,718,750.00 + ----- --------------------------- ----- ----- ----------------------- x ( Rp. Rp. 227,433,340.00 - Rp. 199,718,750.00 14,606,670.00 - Rp. 13,195,000.00 ) = Rp. : : : : REHAB PAGAR KANTOR DPRD KOTA Rp. 213,775,000.00

02. Biaya Pengawasan Rp. 8,723,750.00 Rp. 213,775,000.00 - Rp. 199,718,750.00 + ----- --------------------------- ----- ----- ----------------------- x ( Rp. Rp. 227,433,340.00 - Rp. 199,718,750.00 9,726,670.00 - Rp. 8,723,750.00 ) = Rp.

03. Biaya Pengelola Proyek Rp. 2,800,000.00 Rp. 213,775,000.00 - Rp. 199,718,750.00 + ----- --------------------------- ----- ----- ----------------------- x ( Rp. Rp. 227,433,340.00 - Rp. 199,718,750.00 3,100,000.00 - Rp. 2,800,000.00 ) = Rp.

04. Biaya Kontruksi Fisik Rp. 175,000,000.00 Rp. 213,775,000.00 - Rp. 199,718,750.00 + ----- --------------------------- ----- ----- ----------------------- x ( Rp. 200,000,000.00 - Rp. 175,000,000.00 ) = Rp. Rp. 227,433,340.00 - Rp. 199,718,750.00

13,910,968.97

9,232,409.67

2,952,153.61

187,679,467.75

PERHITUNGAN BERAT BESIKode Analisa Uraian Volume (M3) Besi (Kg) Beton Bertulang (Kg/M3)

VII.38.a

Pondasi 100 x 100 10 - 12 Pondasi 120 x 120 10 - 12 Pondasi 150 x 150 10 - 12 Pondasi 100 x 200 10 - 12 10 - 12

0.200

23.701

118.503

VII.38.b

0.288

34.485

119.740

VII.38.c

0.450

50.536

112.303

VII.38.d

0.240

23.136 23.701

96.401 98.753 195.154

VII.38.e

Pondasi 150 x 250 10 - 12 10 - 12

0.750

41.570 42.761

55.427 57.015 112.442

VII.39.f

Plat lantai 10 - 10 10 - 10 10 - 20 10 - 10 10 - 10 10 - 20 10 - 20 10 - 10 10 - 20 10 - 10

12.600

203.148 101.574 50.787 201.894 98.753 50.474 197.505 98.753 197.505 98.753

16.123 8.061 4.031 16.023 7.838 4.006 15.675 7.838 15.675 7.838 103.107

VII.39.a

Sloof 20/20 6 12 6 - 15

0.040

5.328 1.088

133.200 27.195 160.395

VII.39.b

Sloof 25/40 2 12 10 16 8 - 15

0.100

1.776 15.78 3.318

17.760 157.800 33.180 208.740

VII.39.c

Sloof 20/30

8 16 8 - 15

0.06

12.624 2.4885

210.400 41.475 251.875

VII.40.a

Kolom 30/30 8 16 8 - 15

0.09

12.624 3.0415

140.267 33.794 174.061

VII.40.b

Kolom 20/20 8 16 8 - 15

0.04

12.624 1.9355

315.600 48.388 363.988

VII.40.c

Kolom praktis 15/15 4 12 6 - 20

0.0225

3.552 0.4995

157.867 22.200 180.067

VII.39.m

Balok 25/45 13 16 8 - 15

0.1125

20.514 3.5945

182.347 31.951 214.298

VII.39.n

Balok 20/30 7 16 2 12 8 - 15

0.06

11.046 1.776 2.4885

184.100 29.600 41.475 255.175

VII.39.o

Ring Balok 15/25 & Balok gantung 2 12 6 - 15

0.0375

5.328 1.0878

142.080 29.008 171.088

VII.39.p

Ring Balok 20/30 6 16 2 12 8 - 15

0.06

9.468 1.776 2.4885

157.800 29.600 41.475 228.875

VII.39.q

Ring Balok 20/20 Entrance 6 16 8 - 15

0.04

9.468 1.659

236.700 41.475 278.175

VII.39.e

Lantai jembatan 500 x 200 12 - 12,5 12 - 12,5

1.200

142.080 142.080

118.400 118.400 236.800

VII.39.q

Balok Jembatan 20/30 6 16 8 - 15

0.06

9.468 2.4885

157.800 41.475 199.275

PERHITUNGAN KUSENNO TYPE Bh 1 P1 kayu 6/12 12 Jumlah 2 P2 kayu 6/12 3 Jumlah 3 P3 kayu 6/12 15 Jumlah 4 J1 kayu 6/12 16 Jumlah 5 J2 kayu 6/12 15 Jumlah 6 J3 kayu 6/12 4 Jumlah 7 J4 kayu 6/12 4 Jumlah 8 V1 kayu 6/12 3 Jumlah 9 V2 kayu 6/12 4 Jumlah 10 V3 kayu 6/12 8 Jumlah LOBANG M2 4.406 52.877 2.502 7.507 2.230 33.456 4.399 70.387 3.791 56.862 1.773 7.093 1.426 5.704 0.508 1.525 0.980 3.918 1.451 11.606 KUSEN M3 0.067 0.802 0.053 0.159 0.052 0.775 0.106 1.698 0.099 1.480 0.066 0.264 0.054 0.217 0.019 0.056 0.035 0.140 0.050 0.396 DAUN PINTU M2 3.150 37.800 1.680 5.040 1.470 22.050 0 0 0 0 0 0 0 ENGSEL PINTU Bh 6 72 3 9 3 45 HANDLE Bh 4 48 0 KUNCI TANAM Bh 1 12 1 3 1 15 KACA M2 0.600 7.200 0.320 0.960 0.280 4.200 2.933 46.925 2.449 36.738 1.250 5.000 1.000 4.000 0.280 0.840 0.840 3.360 0.840 6.720 GRENDEL Bh 1 12 DAUN ENGSEL TARIKAN JENDELA JENDELA JENDELA M2 0 2 27 1 20 Bh 0 4 64 4 60 Bh 0 2 32 2 30 -

11 Glasblock Jumlah Total Pengecatan

1.440 252.376

5.988 249.486

65 129.780

126

48

30

115.943

12

46.620 46.620

124

62

HAK ANGIN Bh 0 4 64 4 60 -

SLOT Bh 0 2 32 2 30 -

124

62

A 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

B

C

D

E

PERHITUNGAN VOLUMEPROGRAM KEGIATAN LOKASI TAHUN ANGGARAN : : : : PENDIDIKAN MENENGAH PENINGKATAN GEDUNG SMAN 2 PAHANDUT KECAMATAN PAHANDUT 2007

NO

URAIAN PEKERJAAN

PERHITUNGAN VOLUME

I 1 2 3 4 5 6

PEKERJAAN PENDAHULUAN Papan nama kegiatan Pengukuran dan pasang bouwplank Dinding seng penutup lokasi pekerjaan Bangsal kerja dan direksi keet Bongkaran bangunan lama Pembersihan akhir lokasi pekerjaan

1 80 18 1 1

II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15

PEKERJAAN TANAH Galian tanah pondasi batu belah Galian tanah pondasi pelat setempat 150x150 = 20 bh Galian tanah pondasi pelat setempat 250x150 = 2 bh Galian tanah pondasi pelat setempat 200x100 = 2 bh Galian tanah pondasi pelat setempat 100x100 = 18 bh Galian tanah pondasi pelat setempat 120x120 = 18 bh Galian tanah sloof 20/20 Galian tanah sloof 25/40 Galian tanah sloof 20/30 Lapisan pasir dibawah pondasi batu belah Lapisan pasir dibawah pondasi pelat 150 x 150 Lapisan pasir dibawah pondasi pelat 250 x 150 Lapisan pasir dibawah pondasi pelat 200 x 100 Lapisan pasir dibawah pondasi pelat 100 x 100 Lapisan pasir dibawah pondasi pelat 120 x 120

=((3*2)+1,75+7+(1,75*2)+7,5+6+1,75+1,35+(4*4)+(1,35*4)+(1,35*3) +(1,75*3))*0,6*0,7 =20*2,9*1,6*1,6 =2*2,9*2,6*1,6 =2*1,6*2,1*1,1 =18*1,6*1,1*1,1 =18*2,9*1,3*1,3 =E41*0,3*0,2 =E47*0,35*0,4 =E48*0,3*0,3 =E22*0,7*0,1 =E23*0,1*1,6*1,6 =E24*0,1*2,6*1,6 =E25*0,1*2,1*1,1 =E26*0,1*1,1*1,1 =E27*0,1*1,3*1,3

A 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77 III 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28

B

C

D

E

PEKERJAAN PONDASI DAN BETON Pondasi batu belah Sloof 20/20 Pondasi plat setempat 150 x 150 = 20 bh Pondasi plat setempat 250 x 150 = 2 bh Pondasi plat setempat 200 x 100 = 2 bh Pondasi plat setempat 100 x 100 = 18 bh Pondasi plat setempat 120 x 120 = 18 bh Sloof 25/40 Sloof 20/30 Kolom 30/30 t = 11,15 Kolom 30/30 t = 6,3 Kolom 20/20 t = 8,55 Balok 25/45 Balok 20/30 Balok 20/30 pada entrance Ring balok 15/25 dan balok gantung Ring balok 15/25 Ring balok 20/30 Ring balok entrance 20/30 Ring balok entrance 20/20 Kolom praktis Plat lantai beton bertulang Beton tumbuk Balok beton tangga Plat beton tangga Plat beton bordes Pekerjaan beton sunscreen t = 10 cm Cantilever penutup jendela

=((3*2)+1,75+7+(1,75*2)+7,5+6+1,75+1,35+(4*4)+(1,35*4)+(1,35*3) +(1,75*3))*0,6*0,45 =E40*0,2*0,2 =20*1,5*1,5*0,2 =2*2,5*1,5*0,2 =2*2*1*0,2 =18*1*1*0,2 =18*1,2*1,2*0,2 =((9*2)+(10*2)+(7*7)+(7*2)+(40*2))*0,25*0,4 =((11*2)+34+(2*5)+(2*3)+(2*2)+(1*6))*0,2*0,3 =(42+4)*11,15*0,3*0,3 =8*6,3*0,3*0,3 =14*8,55*0,2*0,2 =((9*2)+(10*2)+(6*2)+(7*4)+(40*2))*0,25*0,45 =14*2*0,2*0,3 =((5*2)+(3*2)+(1*6))*0,2*0,3 =38*2*0,15*0,25 =((14*2)+42)*0,15*0,25 =((9*2)+(10*2)+(6*7)+(7*4)+(40*2))*0,2*0,3 =((5*2)+6)*0,2*0,3 =((3*2)+(2*2))*0,2*0,2 =(42*3,95*0,15*0,15)+(30*3,7*0,15*0,15) =((7*9*2)+(40*9)+(3*1*2)-(3*7))*0,12 =((7*9*2)+(40*9)+(3*1*2)+(5*15)+(2*6)+(64*1))*0,07

=(1,73+0,56)*2*14*0,1*0,3 =2,5*0,75*31*0,1

IV 1 2 3 4 5

PEKERJAAN KUSEN, PINTU DAN JENDELA Pekerjaan kusen pintu, jendela dan ventilasi Pasangan daun pintu panil ulin Pasangan engsel pintu Pasangan handle pintu Pasangan kunci tanam

='Perhit Kusen'!D46 ='Perhit Kusen'!E46 ='Perhit Kusen'!F46 ='Perhit Kusen'!G46 ='Perhit Kusen'!H46-E76

78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116

A 6 7 8 9 10 11 12 13 14

B C Pasangan kunci KM/WC Pasangan grendel pintu Pasangan daun jendela Pasangan engsel jendela Pasangan tarikan jendela Pasangan hak angin Pasangan slot Pasangan kaca jendela dan ventilasi Pasangan glass block

D ='Perhit Kusen'!H14 ='Perhit Kusen'!J46 ='Perhit Kusen'!K46 ='Perhit Kusen'!L46 ='Perhit Kusen'!M46 ='Perhit Kusen'!N46 ='Perhit Kusen'!O46 ='Perhit Kusen'!I46 =(1,8*0,8)+(2,2*0,8)

E

V 1

2 3 4 5 6 7

PEKERJAAN DINDING, PLESTERAN & KERAMIK LANTAI Pekerjaan dinding bata lantai 1 dan lantai 2 =((6,6*2*2)+(2,7*30)+(0,7*2)+(1,75*6)+4+1,5+1,75+6,4+0,7+6,55 +(1,2*16)+(1,1*2)+6,25+(3,55*5)+(2,7*4))*3,9 +((6,6*2*2)+(2,7*32)+(0,7*2)+(6,6*2)+6,55+(6,1*2)+6,25+(1,6*4)+(1,2*4) +(1,2*4)+(3,7*5)+(2,7*3))*3,7 =sum(E89:E92)-'Perhit Kusen'!C46 Pasangan pada balok gantung selasar lantai 1 =(1,15*10*2,8)+(1,15*2*2)+(1,15*3,8) Pekerjaan dinding pada balok gantung entrance =((4,7*2)+(2,7*2)+(0,5*2)+(3,7*1))*0,35 Plesteran dinding =SUM(E89:E94)*2 Pekerjaan keramik lantai 1 =((6,8*8,8*2)+(2,85*3,7)+(1,35*1,75)+(4,95*8,85)+(2*6)+(1*3)+(3,75*6) +(8*9))-((3*1,5)+(15*2)+(4*3,75)+(3*1)+(9*6,7)) Pekerjaan lantai keramik teras entrance =(1*6)+(5*21)+(2*6) Pekerjaan lantai keramik lanta 2 =(6,8*8,8*2)+(6,7*8,85*3)+(1*3*2)+(2*40)

VI 1 2 3 4 5 6

PEKERJAAN ATAP DAN PLAFOND Pekerjaan atap entrance, genteng metal sakura roof Pekerjaan atap utama, genteng metal sakura roof Plafond gypsum board dalam bangunan dan selasar (Lt 1) Plafond gypsum board entrance Plafond gypsum board dalam bangunan dan selasar (Lt 2) List profil gypsum board Lt 1 dan entrance

7

List profil gypsum board Lt 2

=(3,6*2*2)+(1,9*28,4)+(7,8*2*5) =(10,4*6,2)+(54,9*6,2)+(6,7*2*7,8)+(39,5*7,8) =(8,8*6,8*2)+(40*8,8)-(1*6)-(3*3) =(5*14,4)+(3*2*1)+(2*2*1)+(8,4*1) =(8,8*6,8*2)+(40*9,4)+(10,2+7+42,4+7+10,2)*1 =((8,8+6,8)*4)+((1,35+1,6)*2*3)+(2,85+1,1+2,85)+((2,85+3,8)*2) +((8,85+4,95)*2)+(1,6*2)+6+6+1+3+7+3+2+4+1,75+1,75+12+3+3+1+34 +2+2+3+6+1,75+6+1,75+((2,85+6,8)*2*2)+((1,6+1,2)*2*4)+((1,85+1,35)*2*8) +(4*3)+(1*2)+(5*2)+(3*2)+(2*2)+6 =((8,8+6,8)*4)+((8,85+6,7)*2*3)+((2,85+6,8)*2*2)+((1,6+1,2)*2*4) +((1,85+1,35)*2*8)+40+1+1+3+3+40+7+7+(1,75*2)+(9*2)+(7*2)+(1*2)+40

A 117 VII 118 1 119 2 120 3 121 4 122 5 123 6 124 7 125 8 126 9 127 10 128 11 129 12 130 13 131 132 14 133 134 135 136 137 138 139 15 140 16 141 142 VIII 143 1 144 2 145 3 146 4 147 5 148 6 149 7 150 8 151 9 152 10 153 11 154 155

B C D PEKERJAAN KM/WC Pasangan closet jongkok Pasangan closet duduk Pasangan wastafel Pasangan kaca cermin diatas wastafel Pasangan floor drain Pasangan kran air leher angsa u/ wastafel Pasangan kran air biasa u/ bak air Pasangan bak air sudut 60 x 60 Pekerjaan urinoir lengkap kran Sekat pembatas urinoir Instalasi air bersih Instalasi air kotor Lantai keramik KM/WC Dinding keramik KM/WC, tinggi = 175 cm

E 26 1 14 14 31 14 27 27 10 8 =E111+E115+E117 =SUM(E109:E111)+E115+E117 =((1,2*1,85)-(0,6*0,6))*8*2+((1,2*1,6)-(0,6*0,6))*4*2+((1,35*1,6)-(0,6*0,6))*3 +((2,85*6,7)-(1,75*1,35))*2*2 =((6,1*1,75)-(0,6*0,6)-(0,75*1,75))*8*2 =((5,6*1,75)-(0,6*0,6)-(0,75*1,75))*4*2 =((5,9*1,75)-(0,6*0,6)-(0,75*1,75))*3 =((2,85+6,7)*2*4*1,75)-(0,75*24*1,75)-(0,85*4*1,75) =((2,85+1,1)*2*1,75)-(0,75*2*1,75) =((1,35+1,6)*2*1,75)-(0,75*1,75) 1 1

Septictank + rembesan 3 M3 Septictank + rembesan 2 M3 PEKERJAAN RABAT, RAMP & BETON TUMBUK LANTAI Bata trasram pada selasar lantai 1 Bata trasram pada rabat Lapisan tanah urug pada rabat Lapisan tanah urug pada entrance Lapisan tanah urug dalam bangunan dan selasar Pekerjaan beton tumbuk pada rabat Pekerjaan beton tumbuk pada entrance Pekerjaan beton tumbuk dalam bangunan dan selasar Lapisan pasir pada rabat, tinggi = 10 cm Lapisan pasir pada entrance, tinggi = 10 cm Lapisan pasir dalam bangunan dan selasar, t = 10 cm

=42*0,3 =(10+7+1+10+20+1+7+9)*0,4*2 =(10+7+1+10+20+1+7+9)*0,8*0,08 =((15*3)+(2*6))*0,23 =((6,8*8,8*2)+(40*9)+(3*1*2))*0,4 =(10+7+1+10+20+1+7+9)*1*0,07 =((18*3)+(2*6))*0,07 =((6,8*8,8*2)+(40*9)+(3*1*2))*0,07 =E130*0,8*0,1 =E131*0,1 =E132*0,1

A 156 IX 157 1 158 2 159 3 160 4 161 5 162 6 163 164 165 X 166 1 167 2 168 3 169 4 170 5 171 172 173 XI 174 1 175 2 176 3 177 4 178 5 179 6 180 7 181 8 182 9 183 10 184 11 185 186 187 188 XII 189 1 190 2 191 3 192 4 193 5 194 6

B C PEKERJAAN PENGECATAN

D

E

PEKERJAAN LISTRIK Lampu gantung Lampu down light lengkap Armatur merk "Artolite" Instalasi titik lampu Lampu taman merk "Artolite" lengkap tiang Instalasi lampu taman

PEKERJAAN PAGAR, ORNAMEN, DLL Pekerjaan pagar stainless selasar lantai 1 Pekerjaan pagar stainless selasar lantai 2 Pekerjaan pagar stainless tangga Bak bunga entrance Tanah subur pengisi bak bunga Tanaman hias teh - tehan Pasangan batu alam Pekerjaan ornamen batang garing pada tawing layar Pekerjaan ornamen kolom Pekerjaan plesteran profil timbul dibawah jendela Pekerjaan plesteran profil timbul dibawah plafond ring balok atas dan ring balok entrance

=(8*2,8)+3,8 =(12*2,8)+3,8+(1*2) 1 =((0,4*3*2)+(0,4*2*2)+(0,4*6)+(0,8*0,8*2))*0,3 1 =((6,8*6,7)-(0,6*2,8*2)-(0,6*2,2*2))*2+(1,04*15*2,7)+(1,04*3,7)+(0,8*1,04*2) =1,1*2,25 33 17 =(100-(32*0,3)-9)*0,4

PEKERJAAN JEMBATAN

A 195 196 197 XIII 198 1 199 2 200 3 201 4 202 5 203 6 204

B

C

D

E

PEKERJAAN HALAMAN

F 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38

G

VOLUME

1.000 Bh Bh 80.000 M! 18.000 M2 1.000 Unit 1.000 Unit

60.300 27.531 148.480 24.128 7.392 34.848 88.218 0.145 2.534 0.443 4.221 38.011 10.037 1.708 4.217 14.909

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

F 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76 77

G

60.300 17.699 2.412 9.000 1.500 0.800 3.600 5.184 18.100 4.920 46.161 4.536 4.788 17.775 1.680 1.320 2.850 2.625 11.280 0.960 0.400 6.230 56.520 45.010

M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

1.924 M3 5.813 M3

64.890 126.000 48.000 30.000 115.663

M3 M2 Bh Bh Bh

78 79 80 81 82 83 84 85 86 87 88 89 90 91 92 93 94 95 96 97 98 99 100 101 102 103 104 105 106 107 108 109 110 111 112 113 114 115 116

F 0.280 46.620 124.000 62.000 124.000 62.000 12.000 3.200

G Bh Bh M2 Bh Bh Bh Bh M2 M2

140.200 765.960 163.600 721.500 1,235.084 41.170 6.825 2,566.158 213.895 173.095 123.000 383.565

M2 M2 M2 M2 M2 M2 M2 M2

146.360 817.480 456.680 90.400 572.480 394.200 394.200 394.200 394.200 216.700 447.400

M2 M2 M2 M2 M2

M! M!

F 117 118 119 120 121 122 123 124 125 126 127 128 129 130 131 132 133 134 135 136 137 138 139 140 141 142 143 144 145 146 147 148 149 150 151 152 153 154 155 26.000 1.000 14.000 14.000 31.000 14.000 27.000 27.000 10.000 8.000 51.000 78.000 47.640 114.570 144.040 65.020 25.958 96.250 11.200 9.013 351.480 1.000 1.000

G Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M2

M2 Unit Unit

12.600 52.000 4.160 13.110 194.272 4.550 4.620 33.998 0.333 1.311 19.427

M2 M2 M3 M3 M3 M3 M3 M3 M3 M3 M3

F 156 157 158 159 160 161 162 163 164 165 166 167 168 169 170 171 172 173 174 175 176 177 178 179 180 181 182 183 184 185 186 187 188 189 190 191 192 193 194

G

Bh Bh Ttk Bh Ttk

26.200 M! 39.400 M! M! 1.000 Unit 2.304 M3 1.000 Unit 126.752 M2 2.475 M2 33.000 Unit 17.000 Bh 32.560 M2

F 195 196 197 198 199 200 201 202 203 204

G

rab gedung sma

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