analisa harga satuan jember 2015.pdf

7/25/2019 ANALISA HARGA SATUAN JEMBER 2015.pdf

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Harga Satuan Pokok Kegiatan (HSPK) DPU Cipta Karya dan Tata Ruang Wilayah Jember

NO. KOEF SAT BAHAN UPAH DAN ALAT JUMLAH BULAT

1 4 6 7 8 9

A. PEKERJAAN PERSIAPAN DAN PEMBONGKARAN

1 HSPK Dinas PU Cipta Karya dan Tata Ruang

1 m' pagar sementara dari kayu tinggi 2 meter.

Bahan

Dolken kayu 8-10/400 cm 1.250 Btg Rp 32,000.00 40,000.00

Semen Portland 2.500 Kg Rp 1,950.00 4,875.00

Pasir beton 0.005 m3 Rp 185,000.00 925.00

Koral beton 0.009 m3 Rp 218,700.00 1,968.30

Kayu 5/7 0.072 m3 Rp 4,420,500.00 318,276.00

Paku biasa 2" - 5" 0.060 Kg Rp 22,100.00 1,326.00

Residu 0.400 Ltr Rp 33,200.00 13,280.00

Upah

Pekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang kayu 0.200 Oh Rp 58,000.00 11,600.00

Kepala tukang 0.020 Oh Rp 64,000.00 1,280.00

Mandor 0.020 Oh Rp 75,000.00 1,500.00

380,650.30 34,380.00 415,030.30 415,000.00


1 m' pagar sementara dari seng gelombang tinggi 2 meter

BahanDolken kayu 8-10/400 cm 1.250 Btg Rp 32,000.00 40,000.00


Seng gelombang 3" - 6" BJLS 28 1.200 Lbr Rp 111,400.00 133,680.00

Pasir beton 0.005 m3 Rp 185,000.00 925.00

Koral beton 0.009 m3 Rp 218,700.00 1,968.30

Kayu 5/7 0.072 m3 Rp 4,420,500.00 318,276.00

Paku biasa 2" - 5" 0.060 Kg Rp 22,100.00 1,326.00

Meni besi 0.450 Kg Rp 35,900.00 16,155.00

Upah

Pekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang kayu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.020 Oh Rp 75,000.00 1,500.00

517,205.30 34,380.00 551,585.30 551,500.00

3 HSPK Dinas PU Cipta Karya dan Tata Ruang1 m' pagar sementara dari kawat duri tinggi 1,8 meter

Bahan



Kawat Duri 25.000 Kg Rp 4,900.00 122,500.00

Pasir beton 0.005 m3 Rp 185,000.00 925.00

Koral beton 0.009 m3 Rp 218,700.00 1,968.30

Paku biasa 2" - 5" 0.060 Kg Rp 22,100.00 1,326.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang kayu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.020 Oh Rp 75,000.00 1,500.00

162,619.30 29,380.00 191,999.30 191,900.00

4 HSPK Dinas PU Cipta Karya dan Tata Ruang1 m' Pengukuran dan Pas. Bouwplank

Bahan

Kayu 5/7 0.012 Btg Rp 4,420,500.00 53,046.00

Paku biasa 2" - 5" 0.020 Kg Rp 22,100.00 442.00

Papan Kayu 3/20 kayu kl. II 0.007 m3 Rp 8,251,700.00 57,761.90

Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Tukang kayu 0.100 Oh Rp 58,000.00 5,800.00

Kepala tukang 0.010 Oh Rp 64,000.00 640.00

Mandor 0.005 Oh Rp 75,000.00 375.00

111,249.90 11,815.00 123,064.90 123,000.00


1 m2pembuatan kantor sementara dengan lantai plesteran

Bahan


Kayu 0.180 m3 Rp 8,251,700.00 1,485,306.00

Paku biasa 0.850 Kg Rp 22,100.00 18,785.00

Besi strip 1.100 Kg Rp 19,700.00 21,670.00

Semen portland 35.000 Kg Rp 1,950.00 68,250.00

Pasir pasang 0.150 m3 Rp 175,000.00 26,250.00

Pasir beton 0.100 m3 Rp 185,000.00 18,500.00

Koral beton 0.150 m3 Rp 218,700.00 32,805.00

Bata merah 30.000 Bh Rp 700.00 21,000.00

Seng plat 0.250 Lbr Rp 61,700.00 15,425.00

DAFTAR HARGA SATUAN POKOK KEGIATAN DINAS PU CIPTA KARYA DAN TATA RUANG

KABUPATEN JEMBER TAHUN ANGGARAN 2015

JENIS PEKERJAAN HARGA SATUAN

3 5

DAFTAR HARGA SATUAN POKOK KEGIATANDinas PU Cipta Karya dan Tata Ruang Kabupaten JemberTahun Anggaran 2015 1


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Jendela nako 2.000 Bh Rp 39,800.00 79,600.00

Kaca polos 0.080 m2 Rp 93,300.00 7,464.00

Kunci Tanam 0.150 Bh Rp 19,700.00 2,955.00

Plywood 4mm 0.060 Lbr Rp 137,700.00 8,262.00

Upah

Pekerja 2.000 Oh Rp 50,000.00 100,000.00

Tukang kayu 2.000 Oh Rp 58,000.00 116,000.00

Tukang batu 1.000 Oh Rp 58,000.00 58,000.00

Kepala tukang 0.300 Oh Rp 64,000.00 19,200.00Mandor 0.050 Oh Rp 75,000.00 3,750.00

1,846,272.00 296,950.00 2,143,222.00 2,143,200.00


1 m2pembuatan gedung semen dan alat-alat

Bahan


Kayu 0.210 m3 Rp 5,535,400.00 1,162,434.00

Paku Biasa 0.300 Kg Rp 21,100.00 6,330.00


Pasir beton 0.030 m3 Rp 185,000.00 5,550.00

Koral beton 0.050 m3 Rp 218,700.00 10,935.00


Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Tukang kayu 2.000 Oh Rp 58,000.00 116,000.00Kepala tukang 0.200 Oh Rp 64,000.00 12,800.00

Mandor 0.050 Oh Rp 75,000.00 3,750.00

1,427,224.00 182,550.00 1,609,774.00 1,609,700.00


1 m2 pembuatan rumah jaga / konstruksi kayu

Bahan


Kayu 0.276 m3 Rp 5,535,400.00 1,527,770.40

Paku Biasa 0.700 Kg Rp 21,100.00 14,770.00


Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Tukang kayu 1.500 Oh Rp 58,000.00 87,000.00


Mandor 0.050 Oh Rp 75,000.00 3,750.00

1,805,640.40 150,350.00 1,955,990.40 1,955,900.00


1 m2membersihkan lapangan dan perataan

Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Mandor 0.050 Oh Rp 75,000.00 3,750.00

8,750.00 8,750.00


1 m2 pembuatan bedeng buruh

Bahan


Kayu 0.186 m3 Rp 5,535,400.00 1,029,584.40

Paku Biasa 0.300 Kg Rp 21,100.00 6,330.00


Pasir beton 0.030 m3 Rp 185,000.00 5,550.00

Koral beton 0.050 m3 Rp 218,700.00 10,935.00


Plywood 4mm 1.350 Lbr Rp 137,700.00 185,895.00

Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Tukang kayu 2.000 Oh Rp 58,000.00 116,000.00


Mandor 0.050 Oh Rp 75,000.00 3,750.00

1,480,494.40 182,550.00 1,663,044.40 1,663,000.00


1 m2 pembuatan bak adukan ukuran (40 x 50 x 20) cm

Bahan

Kayu terentang 0.036 m3 Rp 4,147,400.00 149,306.40

Paku Biasa 0.080 Kg Rp 21,100.00 1,688.00

Kaso 5/7 1.000 Btg Rp 15,600.00 15,600.00

UpahTukang kayu 0.300 Oh Rp 58,000.00 17,400.00

Mandor 0.002 Oh Rp 75,000.00 112.50

166,594.40 17,512.50 184,106.90 184,100.00


1 m2 pembuatan stegger dari bambu, ukuran (40 x 50 x 20) cm

Bahan

Bambu 6 - 8 / 600cm 1.000 m3 Rp 18,800.00 18,800.00

Tali ijuk 0.250 Kg Rp 44,300.00 11,075.00



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Upah

Pekerja 0.250 Oh Rp 50,000.00 12,500.00

Tukang kayu 0.017 Oh Rp 58,000.00 986.00


Mandor 0.013 Oh Rp 75,000.00 975.00

29,875.00 14,589.00 44,464.00 44,400.00


1 m2 pembuatan jalan sementara

BahanBatu belah 15/20 0.150 m3 Rp 187,100.00 28,065.00

Batu pecah 5/7 0.090 m3 Rp 211,700.00 19,053.00

Pasir pasang 0.010 m3 Rp 175,000.00 1,750.00

Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Mandor 0.050 Oh Rp 75,000.00 3,750.00

48,868.00 53,750.00 102,618.00 102,600.00


1 m3 bongkaran beton bertulang

Upah

Pekerja 6.667 Oh Rp 50,000.00 333,350.00

Mandor 0.333 Oh Rp 75,000.00 24,975.00

358,325.00 358,325.00 358,300.00


1 m

3

bongkaran dinding tembok bata merahUpah

Pekerja 6.667 Oh Rp 50,000.00 333,350.00

Mandor 0.033 Oh Rp 75,000.00 2,475.00

335,825.00 335,825.00 335,800.00


1 m' Pasang pagar kawat jaring galvanis, tinggi 1,00 m

Bahan

Pagar kawat jaring 0.434 Lbr Rp 27,500.00 11,935.00

Upah

Pekerja 0.042 Oh Rp 50,000.00 2,100.00

Tukang 0.042 Oh Rp 58,000.00 2,436.00


Mandor 0.002 Oh Rp 75,000.00 150.00

11,935.00 4,942.00 16,877.00 16,800.00


1 m' Pasang pagar beton pracetak (5 x 50 x 213) cm

Bahan

Panel beton pracetak 0.986 Lbr Rp 539,500.00 531,947.00

Kolom beton pracetak 0.525 Btg Rp 539,500.00 283,237.50

Pasir beton 0.074 m3 Rp 185,000.00 13,690.00

Koral 2/3 0.146 m3 Rp 217,200.00 31,711.20

Semen abu-abu 45.000 Kg Rp 1,950.00 87,750.00

Upah

Pekerja 0.375 Oh Rp 50,000.00 18,750.00

Tukang batu 0.125 Oh Rp 58,000.00 7,250.00


Mandor 0.019 Oh Rp 75,000.00 1,425.00

948,335.70 28,193.00 976,528.70 976,500.00


Uitzet dengan Waterpass / theodolit

Upah

Surveyer Geodesi 0.007 OH Rp 72,000.00 482.40

Pembantu Tukang 0.013 OH Rp 50,000.00 665.00

Sewa Peralatan

Sewa Theodolit 0.007 Hari Rp 100,000.00 670.00

1,817.40 1,817.40 1,800.00


Pembongkaran Rangka dan Penutup Atap Tidak Dipakai Kembali

Upah

Mandor 0.005 OH Rp 75,000.00 375.00

Tenaga Kasar 0.100 OH Rp 50,000.00 5,000.00

5,375.00 5,375.00 5,300.00


Pembongkaran Rangka Atap dan Penutup Dipakai Kembali

UpahMandor 0.010 OH Rp 75,000.00 750.00


10,750.00 10,750.00 10,700.00


Pembongkaran Reklame Dengan Luas Bidang Kurang dari 8m2

Upah

Tukang Las 0.375 OH Rp 58,000.00 21,750.00

21,750.00 21,750.00 21,700.00



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Pembongkaran Reklame Dengan Luas Bidang Lebih Dari 8m2

Bahan

Tabung Acitlyn ( Karbit) 1.000 Bh Rp 401,100.00 401,100.00

Tabung Oksigen Besar 2.000 Bh Rp 390,800.00 781,600.00

Upah

Tukang Las 0.625 OH Rp 58,000.00 36,250.00

Tukang Listrik 0.625 OH Rp 58,000.00 36,250.00Honor Petugas Survey 0.625 OH Rp 60,000.00 37,500.00


Sewa Peralatan

Sewa Welding Set (min 5 Jam) 1.000 Hari Rp 30,000.00 30,000.00

1,182,700.00 265,000.00 1,447,700.00 1,447,700.00


Pengurugan Sirtu Dengan Pemadatan Menggunakan Alat Berat

Bahan

Sirtu 1.200 m3 Rp 84,400.00 101,280.00

Upah

Mandor 0.021 OH Rp 75,000.00 1,575.00

Pembantu Tukang 0.250 OH Rp 50,000.00 12,500.00

Sewa Peralatan

Sewa Dump Truck 3,5 T (min 5 Jam) 0.088 Jam Rp 162,700.00 14,317.60

Sewa Motor Grader 125-140 Pk (min 0.008 Jam Rp 342,400.00 2,739.20

Sewa Phenumatic Tire Roller (min 5 J 0.004 Jam Rp 155,000.00 620.00

Sewa Truck Tangki Air (min 5 Jam) 0.012 Hari Rp 250,000.00 3,000.00

Sewa Vibrator Roller (min 5 Jam) 0.012 Jam Rp 190,800.00 2,289.60

Sewa Escavator 6m3 0.022 Jam Rp 278,200.00 6,120.40

101,280.00 43,161.80 144,441.80 144,400.00


Pengerukan Saluran (Manual)

Bahan

Glangsing 25 kg (isi 150 kg Sedimen) 12.000 Lbr Rp 1,900.00 22,800.00

Upah

Mandor 0.040 OH Rp 75,000.00 3,000.00


Sewa Peralatan

Sewa Truk Kelas 3 Dalam Kota 0.010 Hari Rp 600,000.00 6,000.00

22,800.00 29,000.00 51,800.00 51,800.00


Pengerukan Saluran (Alat Berat)

Upah

Mandor 0.007 OH Rp 75,000.00 525.00


Sewa Peralatan

Sewa Truk Dalam Kota 0.080 Hari Rp 600,000.00 48,000.00

Sewa Bucket dan Crane / Draglin Scr 0.150 Jam Rp 80,000.00 12,000.00

11,825.00 60,000.00 71,825.00 71,800.00


Pemasangan Turap Papan Tebal 3cm

Bahan

Kayu Klas II (Papan 3/30) 0.033 m3 Rp 5,467,100.00 180,414.30

Kayu Klas II (Usuk) 0.021 m3 Rp 5,467,100.00 114,809.10

Paku Klem (No.4) 0.300 Doz Rp 21,100.00 6,330.00

Upah

Mandor 0.025 OH Rp 75,000.00 1,875.00

Kepala Tukang Kayu 0.008 OH Rp 64,000.00 512.00

Tukang Kayu 0.080 OH Rp 58,000.00 4,640.00

Pekerja / Buruh Tak Terampil 1.000 OH Rp 50,000.00 50,000.00

301,553.40 57,027.00 358,580.40 358,500.00


Pemasangan Turap Bambu Tinggi 1,5 m

BahanBambu Bongkotan Diameter 10-12 c 3.000 atan Rp 18,800.00 56,400.00

Gedeg Guling 1.650 m2 Rp 43,300.00 71,445.00

Kawat Ikat 0.109 Kg Rp 24,000.00 2,616.00

Upah

Mandor 0.007 OH Rp 75,000.00 510.00


Tukang Kayu 0.022 OH Rp 58,000.00 1,264.40



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Pekerja Terampil 0.273 OH Rp 50,000.00 13,625.00

130,461.00 15,540.20 146,001.20 146,000.00


Pemasangan Turap Bambu Tinggi 2,75 m

Bahan

Bambu Bongkotan Diameter 10-12 c 6.000 atan Rp 18,800.00 112,800.00

Gedeg Guling 3.025 m2 Rp 43,300.00 130,982.50

Kawat Ikat 0.200 Kg Rp 24,000.00 4,800.00

Upah

Mandor 0.013 OH Rp 75,000.00 937.50


Tukang Kayu 0.040 OH Rp 58,000.00 2,320.00


248,582.50 28,513.50 277,096.00 277,000.00


Pemasangan Trucuk Bambu Diameter 10-12 - P.3m

Bahan

Bambu Bongkotan Diameter 10-12 c 1.000 atan Rp 18,800.00 18,800.00

Upah

Mandor 0.003 OH Rp 75,000.00 187.50

Tukang Kayu 0.040 OH Rp 58,000.00 2,320.00

Pekerja / Buruh Tak Terampil 0.050 OH Rp 50,000.00 2,500.0018,800.00 5,007.50 23,807.50 23,800.00


Pemasangan Trucuk Kayu Gelam Diameter 8-12 - P.4m

Bahan

Kayu Gelam Diameter 10-12cm, P.4m 1.000 atan Rp 32,000.00 32,000.00

Upah

Mandor 0.003 OH Rp 75,000.00 187.50

Tukang Kayu 0.013 OH Rp 58,000.00 725.00


32,000.00 3,412.50 35,412.50 35,400.00


Pemasangan Perancah Bambu

Bahan

Bambu Ori diameter 10-12 cm, P.3 m 6.000 atan Rp 18,800.00 112,800.00

Gedeg Guling 1.100 m2 Rp 43,300.00 47,630.00

Paku Klem (No.4) 0.300 Doz Rp 21,100.00 6,330.00

Upah

Mandor 0.013 OH Rp 75,000.00 975.00

Tukang Kayu 0.002 OH Rp 58,000.00 116.00


166,760.00 13,591.00 180,351.00 180,300.00


Pembuatan KISDAM tinggi 1m, tebal 0.6 m

Bahan

Bambu Ori diamet er 10-12 cm, P.3 m 3.0 00 at an Rp

Gedeg Guling 2.200 m2 Rp 43,300.00 95,260.00

Kawat Ikat 0.150 Kg Rp 24,000.00 3,600.00

Upah

Mandor 0.013 OH Rp 75,000.00 937.50

kepala Tukang Batu 0.025 OH Rp 58,000.00 1,450.00


98,860.00 13,637.50 112,497.50 112,400.00


Pembuatan KISDAM tinggi 1,5m, tebal 0.6 m

Bahan


Gedeg Guling 3.300 m2 Rp 43,300.00 142,890.00

Kawat Ikat 0.200 Kg Rp 24,000.00 4,800.00

Upah

Mandor 0.020 OH Rp 75,000.00 1,500.00


Pekerja / Buruh Tak Terampil 0.300 OH Rp 50,000.00 15,000.00320,890.00 18,414.00 339,304.00 339,300.00


Pembuatan KISDAM tinggi 2m, tebal 0.6 m

Bahan


Gedeg Guling 4.400 m2 Rp 43,300.00 190,520.00

Kawat Ikat 0.250 Kg Rp 24,000.00 6,000.00



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Upah

Mandor 0.021 OH Rp 75,000.00 1,560.00



413,020.00 40,746.00 453,766.00 453,700.00


Pembuatan KISDAM tinggi 2,5m, tebal 0.6 m

Bahan

Bambu Ori diameter 10-12 cm, P.3 m 6.000 atan Rp 43,300.00 259,800.00Gedeg Guling 5.500 m2 Rp 43,300.00 238,150.00

Kawat Ikat 0.300 Kg Rp 24,000.00 7,200.00

Upah

Mandor 0.023 OH Rp 75,000.00 1,725.00



505,150.00 23,375.00 528,525.00 528,500.00


Perbaikan dan Pemadatan Talud

Upah

Mandor 0.021 OH Rp 75,000.00 1,575.00


Sewa PeralatanSewa Dump Truck 3.5 T (min 5 Jam) 0.088 Jam Rp 65,000.00 5,720.00

Sewa Motor Grader 125- 140 Pk (min 0.008 Jam Rp 342,400.00 2,739.20

Sewa Vibrator Roller (min 5 Jam) 0.012 Jam Rp 190,800.00 2,289.60

14,425.00 10,748.80 25,173.80 25,100.00


Pemasangan Pagar Model BRC / PMG A

Bahan

Pagar BRC / PMG A (Uk. 1.2 x 2.4 Mt) 0.347 Unit Rp 358,300.00 124,401.76

Upah

Tukang Besi 1.050 OH Rp 58,000.00 60,900.00


124,401.76 113,400.00 237,801.76 237,800.00


Pemasangan Pagar Model PMG

Bahan

Pagar BRC / PMG 0.298 Unit Rp 358,300.00 106,630.08

Upah

Tukang Besi 0.500 OH Rp 58,000.00 29,000.00


106,630.08 54,000.00 160,630.08 160,600.00


Pemasangan Pintu Swing Ganda Type BRC / PMG Uk. (1.2 x 3 m)

Bahan

Pintu Swing Ganda BRC / PMG Uk. 1. 0.278 Unit Rp 1,078,000.00 299,468.40

Upah

Tukang Besi 1.050 OH Rp 58,000.00 60,900.00


299,468.40 113,400.00 412,868.40 412,800.00


Pemasangan Pintu Dorong Type BRC / PMG Uk. (1.2 x 3 m)

Bahan

Pintu Dorong Ganda BRC / PMG Uk. 1 0.278 Unit Rp 1,113,000.00 309,191.40

Upah

Tukang Besi 0.017 OH Rp 58,000.00 986.00


309,191.40 53,486.00 362,677.40 362,600.00


Pemasangan Pintu Pagar Besi

Bahan

Pintu Pagar Besi Komplit Accesoris 1.000 Unit Rp 820,500.00 820,500.00

UpahTukang Besi 1.050 OH Rp 58,000.00 60,900.00


820,500.00 113,400.00 933,900.00 933,900.00


Pemasangan Precast Pagar Panel / Pabrikasi T=1.20 m Kolom 2.40 m

Bahan

Precast Pagar Panel / Pabrikasi 1.000 m Rp 539,500.00 539,500.00



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Upah

Mandor 0.125 OH Rp 75,000.00 9,375.00

Tukang Batu 0.250 OH Rp 58,000.00 14,500.00


539,500.00 36,375.00 575,875.00 575,800.00


Pemasangan Precast Pagar Panel / Pabrikasi T=2.00 m Kolom 3.80 m

Bahan

Precast Pagar Panel / Pabrikasi 1.000 m Rp 539,500.00 539,500.00

Upah

Mandor 0.125 OH Rp 75,000.00 9,375.00

Tukang Batu 0.250 OH Rp 58,000.00 14,500.00


539,500.00 36,375.00 575,875.00 575,800.00


Pembongkaran Kayu

Upah

Mandor 0.200 OH Rp 75,000.00 15,000.00

Kepala Tukang Kayu 0.400 OH Rp 64,000.00 25,600.00

Tukang Kayu 4.000 OH Rp 58,000.00 232,000.00


406,100.00 406,100.00 406,100.00



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B. PEKERJAAN TANAH


Menggali 1 m3tanah biasa sedalam 1 m

Upah

Pekerja 0.750 Oh Rp 50,000.00 37,500.00

Mandor 0.025 Oh Rp 75,000.00 1,875.00

39,375.00 39,375.00 39,300.00


Menggali 1 m3

tanah biasa sedalam 2 mUpah

Pekerja 0.900 Oh Rp 50,000.00 45,000.00

Mandor 0.045 Oh Rp 75,000.00 3,375.00

48,375.00 48,375.00 48,300.00


Menggali 1 m3tanah biasa sedalam 3 m

Upah

Pekerja 1.050 Oh Rp 50,000.00 52,500.00

Mandor 0.067 Oh Rp 75,000.00 5,025.00

57,525.00 57,525.00 57,500.00


Menggali 1 m3tanah Keras sedalam 1 m

Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Mandor 0.032 Oh Rp 75,000.00 2,400.0052,400.00 52,400.00 52,400.00


Menggali 1 m3tanah cadas sedalam 1 m

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Mandor 0.060 Oh Rp 75,000.00 4,500.00

79,500.00 79,500.00 79,500.00


Menggali 1 m3tanah lumpur sedalam 1 m

Upah

Pekerja 1.200 Oh Rp 50,000.00 60,000.00

Mandor 0.045 Oh Rp 75,000.00 3,375.00

63,375.00 63,375.00 63,300.00


Mengerjakan 1 m2stripping tebing setinggi 1 m

Upah

Pekerja 0.050 Oh Rp 50,000.00 2,500.00

Mandor 0.005 Oh Rp 75,000.00 375.00

2,875.00 2,875.00 2,800.00


Membuang 1 m3tanah sejauh 15 m

Upah

Pekerja 0.330 Oh Rp 50,000.00 16,500.00

Mandor 0.010 Oh Rp 75,000.00 750.00

17,250.00 17,250.00 17,200.00


Mengurug kembali 1 m3galian

Upah SNI 6.9 Rp 39,300.00 13,100.00 13,100.00

10 Analisa SNI Dinas PU. Cipta Karya dan Tata Ruang

Memadatkan 1 m3tanah (per 20 cm)

Upah

Pekerja 0.500 Oh Rp 50,000.00 25,000.00

Mandor 0.050 Oh Rp 75,000.00 3,750.00

28,750.00 28,750.00 28,700.00


Mengurug 1 m3pasir urug

Bahan

Pasir urug 1.200 m3 Rp 72,000.00 86,400.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Mandor 0.010 Oh Rp 75,000.00 750.00

86,400.00 15,750.00 102,150.00 102,100.00


Memasang 1 m3 lapisan pudel campuran 1KP : 3PP : 7TL untuk stabilisasi tanah

BahanKapur 0.135 m3 Rp 517,800.00 69,903.00

Pasir pasang 0.400 m3 Rp 175,000.00 70,000.00

Tanah Liat 0.948 m3 Rp 65,900.00 62,473.20

Upah

Pekerja 0.800 Oh Rp 50,000.00 40,000.00

Tukang batu 0.400 Oh Rp 58,000.00 23,200.00


Mandor 0.080 Oh Rp 75,000.00 6,000.00



9/94


1 4 6 7 8 9


3 5

202,376.20 71,760.00 274,136.20 274,100.00


Memasang 1 m3 lapisan pudel campuran 1KP : 5TL untuk stabilisasi tanah

Bahan

Kapur 0.248 m3 Rp 517,800.00 128,414.40

Tanah Liat 1.240 m3 Rp 65,900.00 81,716.00

Upah

Pekerja 0.800 Oh Rp 50,000.00 40,000.00

Tukang batu 0.400 Oh Rp 58,000.00 23,200.00Kepala tukang 0.040 Oh Rp 64,000.00 2,560.00

Mandor 0.080 Oh Rp 75,000.00 6,000.00

210,130.40 71,760.00 281,890.40 281,800.00


Memasang 1 m2lapisan ijuk tebal 10 cm, untuk bidang resapan

Bahan

Ijuk 6.000 Kg Rp 25,400.00 152,400.00

Upah

Pekerja 0.150 Oh Rp 50,000.00 7,500.00

Mandor 0.015 Oh Rp 75,000.00 1,125.00

152,400.00 8,625.00 161,025.00 161,000.00


Mengurug 1 m3sirtu padat untuk peninggian lantai bangunan

Bahan

Sirtu 1.200 m

3

Rp 67,900.00 81,480.00Upah

Pekerja 0.250 Oh Rp 50,000.00 12,500.00

Mandor 0.025 Oh Rp 75,000.00 1,875.00

81,480.00 14,375.00 95,855.00 95,800.00


Mengurug 1 m3tanah dengan pemadatan

Bahan

Tanah Urug 1.200 m3 Rp 93,900.00 112,680.00

Upah

Pekerja 0.250 Oh Rp 50,000.00 12,500.00

Mandor 0.010 Oh Rp 75,000.00 750.00

112,680.00 13,250.00 125,930.00 125,900.00



10/94


1 4 6 7 8 9


3 5

C. PEKERJAAN PONDASI


Memasang 1 m3pondasi batu belah, camp. 1 PC : 3 PP

Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 202.000 Kg Rp 1,950.00 393,900.00

Pasir Pasang 0.485 m3 Rp 175,000.00 84,875.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

703,295.00 128,925.00 832,220.00 832,200.00



Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 163.000 Kg Rp 1,950.00 317,850.00

Pasir Pasang 0.520 m3 Rp 175,000.00 91,000.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00633,370.00 128,925.00 762,295.00 762,200.00



Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 136.000 Kg Rp 1,950.00 265,200.00

Pasir Pasang 0.544 m3 Rp 175,000.00 95,200.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

584,920.00 128,925.00 713,845.00 713,800.00



Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 117.000 Kg Rp 1,950.00 228,150.00

Pasir Pasang 0.561 m3 Rp 175,000.00 98,175.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

550,845.00 128,925.00 679,770.00 679,700.00



Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 91.000 Kg Rp 1,950.00 177,450.00

Pasir Pasang 0.584 m3 Rp 175,000.00 102,200.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

504,170.00 128,925.00 633,095.00 633,000.00


Memasang 1 m3batu belah, camp. 1 KP : 1 Sm': 2 PP

Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

Kapur 0.170 m3 Rp 517,800.00 88,026.00

Semen Merah 0.170 m3 Rp 240,800.00 40,936.00

Pasir Pasang 0.340 m3 Rp 175,000.00 59,500.00

Upah



Mandor 0.075 Oh Rp 75,000.00 5,625.00

412,982.00 128,925.00 541,907.00 541,900.00


Memasang 1 m3batu belah, camp. 1PC : 3KP : 10PP

Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00



11/94


1 4 6 7 8 9


3 5

PC 61.000 Kg Rp 1,950.00 118,950.00

Kapur 0.147 m3 Rp 517,800.00 76,116.60

Pasir Pasang 0.492 m3 Rp 175,000.00 86,100.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

505,686.60 128,925.00 634,611.60 634,600.008 HSPK Dinas PU Cipta Karya dan Tata Ruang

Memasang 1 m3batu belah, camp. 1/2PC : 1KP : 4PP

Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

PC 41.000 Kg Rp 1,950.00 79,950.00

Kapur 0.131 m3 Rp 517,800.00 67,831.80

Pasir Pasang 0.523 m3 Rp 175,000.00 91,525.00

Upah

Pekerja 1.500 Oh Rp 50,000.00 75,000.00

Tukang batu 0.750 Oh Rp 58,000.00 43,500.00


Mandor 0.075 Oh Rp 75,000.00 5,625.00

463,826.80 128,925.00 592,751.80 592,700.00


Memasang 1 m

3

batu kosong (anstamping)Bahan

Batu belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

Pasir Urug 0.432 m3 Rp 93,900.00 40,564.80

Upah

Pekerja 0.780 Oh Rp 50,000.00 39,000.00

Tukang batu 0.390 Oh Rp 58,000.00 22,620.00


Mandor 0.039 Oh Rp 75,000.00 2,925.00

265,084.80 67,041.00 332,125.80 332,100.00


Pemasangan Batu Kali Kosongan tebal 20 cm

Bahan

Batu Kali Belah 15/20 cm 1.200 m3 Rp 187,100.00 224,520.00

Upah

Mandor 0.017 OH Rp 75,000.00 1,275.00

Kepala Tukang Batu 0.015 OH Rp 64,000.00 960.00

Tukang Batu 0.150 OH Rp 58,000.00 8,700.00


224,520.00 28,435.00 252,955.00 252,900.00


Pemasangan Batu Kali Kosongan tebal 15 cm

Bahan


Upah

Mandor 0.021 OH Rp 75,000.00 1,597.50

Kepala Tukang Batu 0.019 OH Rp 64,000.00 1,203.20

Tukang Batu 0.188 OH Rp 58,000.00 10,875.00


224,520.00 35,550.70 260,070.70 260,000.00


Memasang 1 m3pondasi siklop,80% beton campuran 1PC : 2PS : 3KR dan 40% batu belah

Bahan

Batu belah 15/20 cm 0.480 m3 Rp 187,100.00 89,808.00

PC 194.000 Kg Rp 1,950.00 378,300.00

Pasir Beton 0.312 m3 Rp 144,000.00 44,928.00

Kerikil 0.468 m3 Rp 165,000.00 77,220.00

Besi Beton 126.000 Kg Rp 19,050.00 2,400,300.00

Kawat beton 1.800 Kg Rp 19,000.00 34,200.00

Upah

Pekerja 3.400 Oh Rp 50,000.00 170,000.00

Tukang batu 0.850 Oh Rp 58,000.00 49,300.00


Mandor 0.170 Oh Rp 75,000.00 12,750.00

3,024,756.00 237,490.00 3,262,246.00 3,262,200.0013 HSPK Dinas PU Cipta Karya dan Tata Ruang

Memasang 1 m3pondasi sumuran diameter 100 cm

Bahan

Batu belah 15/20 cm 0.450 m3 Rp 187,100.00 84,195.00

PC 194.000 Kg Rp 1,950.00 378,300.00

Kerikil 0.468 m3 Rp 165,000.00 77,220.00

Pasir Beton 0.312 m3 Rp 144,000.00 44,928.00

Upah



12/94


1 4 6 7 8 9


3 5

Pekerja 2.400 Oh Rp 50,000.00 120,000.00

Tukang batu 0.800 Oh Rp 58,000.00 46,400.00


Mandor 0.119 Oh Rp 75,000.00 8,925.00

584,643.00 180,445.00 765,088.00 765,000.00


Perkuatan Talud Pasangan Batu Kali Belah 15/20 cm (1 pc : 1/4 kpr : 5 ps)

Bahan

Semen PC (Portland Cement) 50 kg 2.317 Zak Rp 97,500.00 225,927.00Kapur Gamping 0.026 m3 Rp 517,800.00 13,669.92

Pasir Pasang 0.527 m3 Rp 175,000.00 92,155.00


Upah

Mandor 0.075 OH Rp 75,000.00 5,625.00


Tukang Batu 0.600 OH Rp 58,000.00 34,800.00


Sewa Peralatan

Sewa Alat Bantu (1 set @ 3 Alat) 0.050 Jam Rp 1,000.00 50.00

556,271.92 119,315.00 675,586.92 675,500.00


Perkuatan Talud Pasangan Batu Kali Belah 15/20 cm (1 pc : 1 kpr : 2 ps)Bahan

Semen PC (Portland Cement) 50 kg 3.722 Zak Rp 97,500.00 362,875.50

Kapur Gamping 0.169 m3 Rp 517,800.00 87,611.76

Pasir Pasang 0.338 m3 Rp 175,000.00 59,220.00


Upah

Mandor 0.075 OH Rp 75,000.00 5,625.00


Tukang Batu 0.600 OH Rp 58,000.00 34,800.00

Pekerja Tampil 1.500 OH Rp 50,000.00 75,000.00

Sewa Peralatan

Sewa Concrete Mixer M3 (min 3 Jam) 0.650 Jam Rp 50,000.00 32,500.00

719,707.26 151,765.00 871,472.26 871,400.00


Pembuatan Lubang Strous Pile diameter 20 cm Kedalaman 3m

Upah

Mandor 0.060 OH Rp 75,000.00 4,500.00


Sewa Peralatan

Sewa Alat Bantu Strous Pile 1.200 Jam Rp 10,000.00 12,000.00

64,500.00 12,000.00 76,500.00 76,500.00


Pembuatan Lubang Strous Pile diameter 30 cm Kedalaman 3m

Upah

Mandor 0.072 OH Rp 75,000.00 5,400.00


Sewa Peralatan

Sewa Alat Bantu Strous Pile 1.200 Jam Rp 10,000.00 12,000.00

77,400.00 12,000.00 89,400.00 89,400.00


Pemakaian Spesi Campuran Strous Pile (1 Pc : 1,5 Ps : 2,5 Kr)

Bahan


Pasir Cor 0.488 m3 Rp 185,000.00 90,317.00

Batu Krikil 0.814 m3 Rp 218,700.00 177,956.19

Upah

Mandor 0.080 OH Rp 75,000.00 6,000.00


Tukang Batu 0.250 OH Rp 58,000.00 14,500.00


966,402.44 104,600.00 1,071,002.44 1,071,000.0019 HSPK Dinas PU Cipta Karya dan Tata Ruang

Pemancangan Tiang Pancang m1 (> 200 m)

Bahan

Tiang Pancang 20/20 cm 1.000 m Rp 187,400.00 187,400.00

Upah

Mandor 0.125 OH Rp 75,000.00 9,375.00



13/94


1 4 6 7 8 9


3 5

Sewa Peralatan

Sewa Crane 30 Ton - min 8 Jam (t ermasuk

Mob/Demob, Operator, BBM) 0.218 Jam Rp 225,000.00 49,050.00

Sewa Hammer Tiang Pancang - min 8 Jam

(Termasuk mob/demob, Operator, B 0.218 Jam Rp 185,000.00 40,330.00

187,400.00 98,755.00 286,155.00 286,100.00


Pekerjaan Beton K-100

BahanSemen Portland (40 kg) 6.175 Zak Rp 78000 481,650.00

Pasir Beton 0.543 m3 Rp 185,000.00 100,473.50

Batu Pecah Mesin 1/2 cm 0.526 m3 Rp 238,700.00 125,508.46

Air (Biaya air tawar) 215.000 Liter Rp 400.00 86,000.00

Upah

Mandor 0.083 OH Rp 75,000.00 6,225.00


Tukang Batu 0.275 OH Rp 58,000.00 15,950.00


793,631.96 106,467.00 900,098.96 900,000.00



14/94


1 4 6 7 8 9


3 5

D. PEKERJAAN DINDING


Memasang 1 m2dinding bata merah Uk. (5x11x22) cm tb. 1 bata , camp. 1PC : 2 PP

Bahan

Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 43.500 Kg Rp 1,950.00 84,825.00

Pasir pasang 0.080 m3 Rp 175,000.00 14,000.00

Upah



Mandor 0.030 Oh Rp 75,000.00 2,250.00

196,825.00 45,130.00 241,955.00 241,900.00



Bahan

Bh Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 32.950 Kg Rp 1,950.00 64,252.50

Pasir pasang 0.091 m3 Rp 175,000.00 15,925.00

Upah

Pekerja 0.600 Oh Rp 50,000.00 30,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.030 Oh Rp 75,000.00 2,250.00178,177.50 45,130.00 223,307.50 223,300.00



Bahan

Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 26.550 Kg Rp 1,950.00 51,772.50

Pasir pasang 0.093 m3 Rp 175,000.00 16,275.00

Upah

Pekerja 0.600 Oh Rp 50,000.00 30,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.030 Oh Rp 75,000.00 2,250.00

166,047.50 45,130.00 211,177.50 211,100.00



Bahan

Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 22.000 Kg Rp 1,950.00 42,900.00

Pasir pasang 0.102 m3 Rp 175,000.00 17,850.00

Upah

Pekerja 0.600 Oh Rp 50,000.00 30,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.030 Oh Rp 75,000.00 2,250.00

158,750.00 45,130.00 203,880.00 203,800.00



Bahan

Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 18.500 Kg Rp 1,950.00 36,075.00

Pasir pasang 0.122 m3 Rp 175,000.00 21,350.00

Upah

Pekerja 0.600 Oh Rp 50,000.00 30,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.030 Oh Rp 75,000.00 2,250.00

155,425.00 45,130.00 200,555.00 200,500.00


Memasang 1 m2dinding bata merah Uk. (5x11x22) cm tb. 1 bata , camp. 1PC : 3 KP : 10 PP

Bahan

Batu merah 140.000 Bh Rp 700.00 98,000.00

PC 10.080 Kg Rp 1,950.00 19,656.00

Pasir pasang 0.093 m3 Rp 175,000.00 16,187.50

Kapur 0.028 m3 Rp 401,000.00 11,027.50

Upah



Mandor 0.030 Oh Rp 75,000.00 2,250.00

144,871.00 45,130.00 190,001.00 190,000.00


Memasang 1 m2dinding bata merah Uk. (5x11x22) cm tb. 1/2 bata , camp. 1PC : 2 PP

Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00



15/94


1 4 6 7 8 9


3 5

PC 18.950 Kg Rp 1,950.00 36,952.50

Pasir pasang 0.038 m3 Rp 175,000.00 6,650.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

92,602.50 22,565.00 115,167.50 115,100.00

8 HSPK Dinas PU Cipta Karya dan Tata RuangMemasang 1 m2 dinding bata merah Uk. (5x11x22) cm tb. 1/2 bata , camp. 1PC : 3 PP

Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00

PC 14.370 Kg Rp 1,950.00 28,021.50

Pasir pasang 0.040 m3 Rp 175,000.00 7,000.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

84,021.50 22,565.00 106,586.50 106,500.00



Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00PC 11.500 Kg Rp 1,950.00 22,425.00

Pasir pasang 0.043 m3 Rp 175,000.00 7,525.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

78,950.00 22,565.00 101,515.00 101,500.00



Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00

PC 9.680 Kg Rp 1,950.00 18,876.00

Pasir pasang 0.045 m3 Rp 175,000.00 7,875.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

75,751.00 22,565.00 98,316.00 98,300.00



Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00

PC 8.320 Kg Rp 1,950.00 16,224.00

Pasir pasang 0.049 m3 Rp 175,000.00 8,575.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

73,799.00 22,565.00 96,364.00 96,300.00



Bahan

Batu merah 70.000 Bh Rp 700.00 49,000.00

PC 6.500 Kg Rp 1,950.00 12,675.00

Pasir pasang 0.050 m3 Rp 175,000.00 8,750.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

70,425.00 22,565.00 92,990.00 92,900.00


Memasang 1 m2 dinding bata merah Uk. (5x11x22) cm tb. 1/2 bata , camp. 1PC : 3 KP : 10 PPBahan

Batu merah 70.000 Bh Rp 700.00 49,000.00

PC 4.500 Kg Rp 1,950.00 8,775.00

Pasir pasang 0.050 m3 Rp 175,000.00 8,750.00

Kapur Pasang 0.015 m3 Rp 401,000.00 6,015.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00



16/94


17/94


1 4 6 7 8 9


3 5

Upah

Mandor 0.050 OH Rp 75,000.00 3,750.00


53,750.00 53,750.00 53,700.00


Kol - Kolan

Upah

Tukang Batu 0.057 OH Rp 58,000.00 3,306.00

3,306.00 3,306.00 3,300.0022 HSPK Dinas PU Cipta Karya dan Tata Ruang

Pemasangan Batu Klingker

Bahan

Semen PC (Portland Cement) 50 kg 0.235 Zak Rp 97500 22,912.50

Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Klingker 52.500 Buah Rp 5,600.00 294,000.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


323,037.50 55,790.00 378,827.50 378,800.00


Pemasangan Batu AmpyangBahan


Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Ampyang 1.100 m2 Rp 33,200.00 36,520.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


65,557.50 55,790.00 121,347.50 121,300.00


Pemasangan Batu Gilang Ex Jember (Simetris)

Bahan


Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Gilang Ex Jember uk.20 x 20 cm 1.100 m2 Rp 105,600.00 116,160.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


145,197.50 55,790.00 200,987.50 200,900.00


Pemasangan Batu Gilang Ex Jember Asimetris

Bahan


Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Gilang Ex Jember uk.20 x 20 cm 1.100 m2 Rp 105,600.00 116,160.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


145,197.50 55,790.00 200,987.50 200,900.00


Pemasangan Batu Gilang Ex Cirebon (Simetris)

Bahan


Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Gilang Ex Cirebon uk.20 x 20 cm 1.100 m2 Rp 139,600.00 153,560.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00Kepala Tukang Batu 0.035 OH Rp 64,000.00 2,240.00

Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


182,597.50 55,790.00 238,387.50 238,300.00


Pemasangan Batu Gilang Ex Cirebon Asimetris

Bahan




18/94


1 4 6 7 8 9


3 5

Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Gilang Ex Cirebon uk.20 x 20 cm 1.100 m2 Rp 139,600.00 153,560.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00



Pemasangan Batu Bobos Ukuran(10 x 20 x 1,5 cm)

Bahan


Pasir Pasang 0.035 m3 Rp 175,000.00 6,125.00

Batu Bobos Uk 10 x 20 x 1,5 cm 1.100 m2 Rp 211,700.00 232,870.00

Upah

Mandor 0.030 OH Rp 75,000.00 2,250.00


Tukang Batu 0.350 OH Rp 58,000.00 20,300.00


261,907.50 55,790.00 317,697.50 317,600.00


Pemasangan Wall PaperBahan

Wall Paper 1.200 m2 Rp 386,700.00 464,040.00

Lem Wallpaper 0.200 Kg Rp 55,200.00 11,040.00

Upah

Mandor 0.003 OH Rp 75,000.00 187.50

Kepala Tukang 0.002 OH Rp 64,000.00 128.00

Tukang Kayu 0.200 OH Rp 58,000.00 11,600.00


475,080.00 12,915.50 487,995.50 487,900.00


Pekerjaan Lapis Melamin Duco (2x Lapis Sampai Rata)

Bahan

Wood Filler 0.200 Kg Rp 30,900.00 6,180.00

Kertas Gosok no.150 1.000 emba Rp 8,500.00 8,500.00

Kertas Gosok no.280 1.000 emba Rp 5,500.00 5,500.00

Shanding 0.500 Kg Rp 73,000.00 36,500.00

Clear Doof 0.200 Kg Rp 48,600.00 9,720.00

Thinner A 0.837 Liter Rp 19,400.00 16,237.80

Coumpond 0.200 alen Rp 30,100.00 6,020.00

Upah

Mandor 0.025 OH Rp 75,000.00 1,875.00

Kepala Tukang Cat 0.009 OH Rp 64,000.00 576.00

Tukang Cat 0.090 OH Rp 58,000.00 5,220.00


Sewa Peralatan

Sewa Alat Bantu (1 Set @ 3 Alat) 1.000 Set Rp 1,000.00 1,000.00

Sewa Compresor 0.625 Jam Rp 75,000.00 46,875.00

88,657.80 59,296.00 147,953.80 147,900.00


Pelapisan Waterproofing

Bahan

Waterproofing 0.350 Kg Rp 47,200.00 16,520.00

Serat Fiber 1.000 m2 Rp 12,100.00 12,100.00

Upah

Mandor 0.003 OH Rp 75,000.00 187.50

Kepala Tukang Cat 0.008 OH Rp 64,000.00 480.00

Tukang Cat 0.075 OH Rp 58,000.00 4,350.00


28,620.00 7,517.50 36,137.50 36,100.00


Pemasangan Dinding Sketsel (Double Teakwood)

BahanTeakwood Uk. 122 x 244 x 3 mm 0.860 emba Rp 103,100.00 88,666.00

Balok Kayu Kelas I 0.028 m3 Rp 16,185,600.00 453,196.80

Paku Klem (no.4) 0.150 Doz Rp 22,100.00 3,315.00

Lem Kayu 0.560 Kg Rp 45,900.00 25,704.00

Upah

Mandor 0.008 OH Rp 75,000.00 600.00

Kepala Tukang Kayu 0.045 OH Rp 64,000.00 2,880.00



19/94


20/94


1 4 6 7 8 9


3 5


79,981.10 42,975.00 122,956.10 122,900.00


Kanstin BDCM 21.5

Bahan / Material

Semen PC (Portland Cement) 50 Kg 0.057 Zak Rp 97,500.00 5,538.00

Pasir Pasang 0.005 m3 Rp 175,000.00 945.00

Kanstin BDCM 21.5 m 5.000 Bh Rp 84,700.00 423,500.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00

Kepala Tukang 0.025 OH Rp 64,000.00 1,600.00

Tukang Batu 0.050 OH Rp 58,000.00 2,900.00


429,983.00 7,075.00 437,058.00 437,000.00


Kanstin Trap uk. 15.25.40 ; K-225

Bahan / Material

Semen PC (Portland Cement) 50 Kg 0.057 Zak Rp 97,500.00 5,538.00

Pasir Pasang 0.005 m3 Rp 175,000.00 945.00

Kanstin Trap uk. 15.25.40 (me) 1.100 Bh Rp 72,300.00 79,530.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00Kepala Tukang 0.025 OH Rp 64,000.00 1,600.00

Tukang Batu 0.050 OH Rp 58,000.00 2,900.00


86,013.00 7,075.00 93,088.00 93,000.00


Stopper / Uskup Tbl. 6 cm Abu-2

Bahan / Material

Pasir Pasang 0.001 m3 Rp 175,000.00 175.00

Stopper / Uskup Tbl. 6 cm 3.340 Bh Rp 4,000.00 13,360.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00


Tukang Batu 0.100 OH Rp 58,000.00 5,800.00


13,535.00 16,515.00 30,050.00 30,000.00


Stopper / Uskup Tbl. 8 cm Abu-2

Bahan / Material

Pasir Pasang 0.001 m3 Rp 175,000.00 175.00

Stopper / Uskup Tbl. 8 cm 3.340 Bh Rp 5,500.00 18,370.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00


Tukang Batu 0.100 OH Rp 58,000.00 5,800.00


18,545.00 16,515.00 35,060.00 35,000.00


Stopper / Uskup Tbl. 6 cm Warna

Bahan / Material

Pasir Pasang 0.001 m3 Rp 175,000.00 175.00

Stopper / Uskup Tbl. 6 cm Warna 3.340 Bh Rp 13,000.00 43,420.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00


Tukang Batu 0.100 OH Rp 58,000.00 5,800.00


43,595.00 16,515.00 60,110.00 60,100.00


Stopper / Uskup Tbl. 8 cm Warna

Bahan / Material

Pasir Pasang 0.001 m3 Rp 175,000.00 175.00

Stopper / Uskup Tbl. 8 cm Warna 3.340 Bh Rp 17,100.00 57,114.00

Upah

Mandor 0.001 OH Rp 75,000.00 75.00


Tukang Batu 0.100 OH Rp 58,000.00 5,800.00


57,289.00 16,515.00 73,804.00 73,800.00


Pemasangan Tangga / Trap Jalan Inspeksi



21/94


1 4 6 7 8 9


3 5

Pekerjaan Pasangan Batu Kali Belah 15/20

cm (1 Pc : 5 Ps) 0.400 m3 Rp 713,800.00 285,520.00

Bahan / Material

Batu Alam 4.500 Buah Rp 10,000.00 45,000.00

330,520.00 330,520.00 330,500.00


Pasangan Grass Block

Pengurugan Pasir Untuk Paving 0.045 m3 Rp 102,100.00 4,594.50

Pengurugan Pasir Untuk Paving 0.126 m3 Rp 102,100.00 12,864.60

Bahan / Material

Kanstin Trap uk. 15.25.40 (me) 0.122 m Rp 72,300.00 8,820.60

Grass Block Uk. 54cm x 36cm x 10cm 7.500 m2 Rp 19,600.00 147,000.00

173,279.70 173,279.70 173,200.00


Pemasangan Geotextile

Bahan / Material

Geotextile 1.000 m2 Rp 17,800.00 17,800.00

Upah

Mandor 0.018 OH Rp 75,000.00 1,365.00Pembantu Tukang 0.082 OH Rp 50,000.00 4,100.00

17,800.00 5,465.00 23,265.00 23,200.00



22/94


1 4 6 7 8 9


3 5

E. PEKERJAAN PLESTERAN


Memasang 1 m2Plesteran camp. 1 Pc : 1 Ps tebal 15mm

Bahan

PC 15.504 Kg Rp 1,950.00 30,232.80

Pasir pasang 0.016 m3 Rp 175,000.00 2,800.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00Kepala tukang 0.015 Oh Rp 64,000.00 960.00

Mandor 0.015 Oh Rp 75,000.00 1,125.00

33,032.80 25,785.00 58,817.80 58,800.00



Bahan

PC 10.224 Kg Rp 1,950.00 19,936.80

Pasir pasang 0.020 m3 Rp 175,000.00 3,500.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

23,436.80 25,785.00 49,221.80 49,200.00

3 HSPK Dinas PU Cipta Karya dan Tata RuangMemasang 1 m2Plesteran camp. 1 Pc : 3 Ps tebal 15mm

Bahan

PC 7.776 Kg Rp 1,950.00 15,163.20

Pasir pasang 0.023 m3 Rp 175,000.00 4,025.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

19,188.20 25,785.00 44,973.20 44,900.00



Bahan

PC 6.240 Kg Rp 1,950.00 12,168.00

Pasir pasang 0.024 m3 Rp 175,000.00 4,200.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

16,368.00 25,785.00 42,153.00 42,100.00



Bahan

PC 5.184 Kg Rp 1,950.00 10,108.80

Pasir pasang 0.026 m3 Rp 175,000.00 4,550.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

14,658.80 25,785.00 40,443.80 40,400.00



Bahan

PC 4.416 Kg Rp 1,950.00 8,611.20

Pasir pasang 0.027 m3 Rp 175,000.00 4,725.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

13,336.20 25,785.00 39,121.20 39,100.00



BahanPC 3.936 Kg Rp 1,950.00 7,675.20

Pasir pasang 0.028 m3 Rp 175,000.00 4,900.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

12,575.20 25,785.00 38,360.20 38,300.00



23/94


1 4 6 7 8 9


3 5



Bahan

PC 3.456 Kg Rp 1,950.00 6,739.20

Pasir pasang 0.029 m3 Rp 175,000.00 5,075.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00

Kepala tukang 0.015 Oh Rp 64,000.00 960.00Mandor 0.015 Oh Rp 75,000.00 1,125.00

11,814.20 25,785.00 37,599.20 37,500.00


Memasang 1 m2 Plesteran camp. 1 Pc : KP : 3 Ps tebal 15mm

Bahan

PC 5.760 Kg Rp 1,950.00 11,232.00

Kapur Pasang 0.003 m3 Rp 517,800.00 1,553.40

Pasir pasang 0.013 m3 Rp 175,000.00 2,275.00

Upah

Pekerja 0.360 Oh Rp 50,000.00 18,000.00

Tukang batu 0.120 Oh Rp 58,000.00 6,960.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

15,060.40 27,078.00 42,138.40 42,100.00

10 HSPK Dinas PU Cipta Karya dan Tata RuangMemasang 1 m2Plesteran camp. 1 Pc : 2 KP : 8 Ps tebal 15mm

Bahan

PC 3.000 Kg Rp 1,950.00 5,850.00

Kapur Pasang 0.005 m3 Rp 517,800.00 2,589.00

Pasir pasang 0.020 m3 Rp 175,000.00 3,500.00

Upah

Pekerja 0.360 Oh Rp 50,000.00 18,000.00

Tukang batu 0.120 Oh Rp 58,000.00 6,960.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

11,939.00 27,078.00 39,017.00 39,000.00


Memasang 1 m2Plesteran camp. 1 SM : 1 KP : 1 Ps tebal 15mm

Bahan

Semen merah 0.009 m3 Rp 240,800.00 2,167.20

Kapur Pasang 0.009 m3 Rp 517,800.00 4,660.20

Pasir pasang 0.009 m3 Rp 175,000.00 1,575.00

Upah

Pekerja 0.360 Oh Rp 50,000.00 18,000.00

Tukang batu 0.120 Oh Rp 58,000.00 6,960.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

8,402.40 27,078.00 35,480.40 35,400.00


Memasang 1 m2Plesteran camp. 1 SM : 1 KP : 2 Ps tebal 15mm

Bahan

Semen merah 0.007 m3 Rp 240,800.00 1,685.60

Kapur Pasang 0.007 m3 Rp 517,800.00 3,624.60

Pasir pasang 0.015 m3 Rp 175,000.00 2,625.00

Upah

Pekerja 0.360 Oh Rp 50,000.00 18,000.00

Tukang batu 0.120 Oh Rp 58,000.00 6,960.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

7,935.20 27,078.00 35,013.20 35,000.00


Memasang 1 m2 Plesteran camp. 1 PC : 2 Ps tebal 20mm

Bahan

PC 13.632 Kg Rp 1,950.00 26,582.40

Pasir pasang 0.027 m3 Rp 175,000.00 4,725.00

Upah

Pekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.022 Oh Rp 75,000.00 1,650.00


Memasang 1 m2Plesteran camp. 1 PC : 3 Ps tebal 20mm

Bahan

PC 10.368 Kg Rp 1,950.00 20,217.60

Pasir pasang 0.031 m3 Rp 175,000.00 5,425.00

Upah

Pekerja 0.260 Oh Rp 50,000.00 13,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00



24/94


1 4 6 7 8 9


3 5


Mandor 0.013 Oh Rp 75,000.00 975.00

25,642.60 26,855.00 52,497.60 52,400.00


Memasang 1 m2 Plesteran camp. 1 PC : 4 Ps tebal 20mm

Bahan

PC 8.320 Kg Rp 1,950.00 16,224.00

Pasir pasang 0.032 m3 Rp 175,000.00 5,600.00

UpahPekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.022 Oh Rp 75,000.00 1,650.00

21,824.00 34,530.00 56,354.00 56,300.00



Bahan

PC 6.912 Kg Rp 1,950.00 13,478.40

Pasir pasang 0.035 m3 Rp 175,000.00 6,125.00

Upah

Pekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.022 Oh Rp 75,000.00 1,650.0019,603.40 34,530.00 54,133.40 54,100.00



Bahan

PC 5.888 Kg Rp 1,950.00 11,481.60

Pasir pasang 0.036 m3 Rp 175,000.00 6,300.00

Upah

Pekerja 0.400 Oh Rp 50,000.00 20,000.00

Tukang batu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.022 Oh Rp 75,000.00 1,650.00

17,781.60 34,530.00 52,311.60 52,300.00


Memasang 1 m2 Plesteran camp. 1 SM : 1 KP : 2 Ps tebal 20mm

Bahan

Semen merah 0.009 m3 Rp 240,800.00 2,167.20

Kapur Pasang 0.009 m3 Rp 517,800.00 4,660.20

Pasir pasang 0.018 m3 Rp 175,000.00 3,150.00

Upah

Pekerja 0.440 Oh Rp 50,000.00 22,000.00

Tukang batu 0.220 Oh Rp 58,000.00 12,760.00


Mandor 0.022 Oh Rp 75,000.00 1,650.00

9,977.40 37,818.00 47,795.40 47,700.00


Memasang 1 m2Berapen camp. 1 PC : 5 Ps tebal 15mm

Bahan

PC 5.184 Kg Rp 1,950.00 10,108.80

Pasir pasang 0.026 m3 Rp 175,000.00 4,550.00

Upah

Pekerja 0.150 Oh Rp 50,000.00 7,500.00

Tukang batu 0.075 Oh Rp 58,000.00 4,350.00


Mandor 0.008 Oh Rp 75,000.00 600.00

14,658.80 12,962.00 27,620.80 27,600.00


Memasang 1 m2Plesteran Skoning lebar 10mm camp. 1 PC : 2 Ps

Bahan

PC 0.500 Kg Rp 1,950.00 975.00

Pasir pasang 0.013 m3 Rp 175,000.00 2,275.00

Upah

Pekerja 0.080 Oh Rp 50,000.00 4,000.00

Tukang batu 0.400 Oh Rp 58,000.00 23,200.00


Mandor 0.004 Oh Rp 75,000.00 300.00


Memasang 1 m2Plesteran Ciprat / Kamprotan, camp. 1 PC : 2 Ps.

Bahan

PC 4.320 Kg Rp 1,950.00 8,424.00

Pasir pasang 0.006 m3 Rp 175,000.00 1,050.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00



25/94


1 4 6 7 8 9


3 5


Mandor 0.015 Oh Rp 75,000.00 1,125.00

9,474.00 22,565.00 32,039.00 32,000.00


Memasang 1 m2finishing siar pas. dinding bata merah (=20m')

Bahan

PC 3.108 Kg Rp 1,950.00 6,060.60

Upah



Mandor 0.008 Oh Rp 75,000.00 600.00

6,060.60 12,962.00 19,022.60 19,000.00


Memasang 1 m2finishing siar pas. dinding conblock expose (=8m')

Bahan

PC 1.600 Kg Rp 1,950.00 3,120.00

Upah

Pekerja 0.070 Oh Rp 50,000.00 3,500.00

Tukang batu 0.035 Oh Rp 58,000.00 2,030.00


Mandor 0.004 Oh Rp 75,000.00 300.00

3,120.00 6,086.00 9,206.00 9,200.00

24 HSPK Dinas PU Cipta Karya dan Tata RuangMemasang 1 m2finishing siar pas. batu kali adukan 1 PC : 2 Ps.

Bahan

PC 6.340 Kg Rp 1,950.00 12,363.00

Pasir pasang 0.012 m3 Rp 175,000.00 2,100.00

Upah

Pekerja 0.300 Oh Rp 50,000.00 15,000.00

Tukang batu 0.150 Oh Rp 58,000.00 8,700.00


Mandor 0.015 Oh Rp 75,000.00 1,125.00

14,463.00 25,785.00 40,248.00 40,200.00


Memasang 1 m2Acian

Bahan

PC 3.250 Kg Rp 1,950.00 6,337.50

Upah

Pekerja 0.200 Oh Rp 50,000.00 10,000.00

Tukang batu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.010 Oh Rp 75,000.00 750.00

6,337.50 17,190.00 23,527.50 23,500.00


Memasang 1 m' Benangan 1 PC : 2 PP

Bahan

PC 0.344 Kg Rp 1,950.00 670.80

Pasir pasang 0.001 m3 Rp 175,000.00 175.00

Upah

Pekerja 0.133 Oh Rp 50,000.00 6,665.00

Tukang batu 0.067 Oh Rp 58,000.00 3,862.80


Mandor 0.007 Oh Rp 75,000.00 495.00

845.80 11,445.20 12,291.00 12,200.00



26/94


1 4 6 7 8 9


3 5

F. PEKERJAAN KAYU


Membuat dan Memasang 1 m3Kusen Pintu dan Jusen Jendela, Kayu Kl. I

Bahan

Balok Kayu kelas I 1.100 m3 Rp 16,185,600.00 17,804,160.00

Paku 10 cm 1.250 Kg Rp 21,100.00 26,375.00

Lem Kayu 1.000 Kg Rp 45,900.00 45,900.00

Upah

Pekerja 7.000 Oh Rp 50,000.00 350,000.00Tukang kayu 21.000 Oh Rp 58,000.00 1,218,000.00


Mandor 0.350 Oh Rp 75,000.00 26,250.00

17,876,435.00 1,728,650.00 19,605,085.00 19,605,000.00


Membuat dan Memasang 1 m3Kusen Pintu dan Jusen Jendela, Kayu Kl. II atau Kl. III

Bahan

Balok Kayu Kelas II 1.200 m3 Rp 8,251,700.00 9,902,040.00

Balok Kayu Kelas III 1.200 m3 Rp 4,176,000.00 5,011,200.00

Paku 10 cm 1.250 Kg Rp 21,100.00 26,375.00

Lem Kayu 1.000 Kg Rp 45,900.00 45,900.00

Upah

Pekerja 6.000 Oh Rp 50,000.00 300,000.00

Tukang kayu 18.000 Oh Rp 58,000.00 1,044,000.00

Kepala tukang 1.800 Oh Rp 64,000.00 115,200.00Mandor 0.300 Oh Rp 75,000.00 22,500.00

Membuat & Memasang Kusen Pintu dan Jusen Jendela Kayu Kl. II 9,974,315.00 1,481,700.00 11,456,015.00 11,456,000.00

Membuat & Memasang Kusen Pintu dan Jusen Jendela Kayu Kl. III 5,083,475.00 1,481,700.00 6,565,175.00 6,565,100.00


Membuat dan Memasang 1 m2Pintu klamp standar, Kayu Kl. II

Bahan

Papan kayu kelas II 0.040 m3 Rp 10,158,300.00 406,332.00

Paku 5cm - 7cm 0.050 Kg Rp 21,100.00 1,055.00

Upah

Pekerja 0.350 Oh Rp 50,000.00 17,500.00

Tukang kayu 1.050 Oh Rp 58,000.00 60,900.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

407,387.00 86,470.00 493,857.00 493,800.00


Membuat dan Memasang 1 m2Pintu klamp Sederhana, Kayu Kl. III untuk gudang sementara

Bahan

Papan kayu kelas III 0.040 m3 Rp 5,467,100.00 218,684.00

Paku 5cm - 7cm 0.050 Kg Rp 21,100.00 1,055.00

Upah

Pekerja 0.350 Oh Rp 50,000.00 17,500.00

Tukang kayu 1.050 Oh Rp 58,000.00 60,900.00


Mandor 0.018 Oh Rp 75,000.00 1,350.00

219,739.00 86,470.00 306,209.00 306,200.00


Membuat dan Memasang 1 m2Daun Pintu Panel,Kayu Kl. I atau II

Bahan

Papan kayu kelas I 0.040 m3 Rp 18,624,000.00 744,960.00


Lem kayu 0.500 Kg Rp 45,900.00 22,950.00

Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Tukang kayu 3.000 Oh Rp 58,000.00 174,000.00


Mandor 0.050 Oh Rp 75,000.00 3,750.00

Membuat dan Memasang Daun Pintu Panel Kayu Kl. I 767,910.00 246,950.00 1,014,860.00 1,014,800.00

Membuat dan Memasang Daun Pintu Panel Kayu Kl. II 429,282.00 246,950.00 676,232.00 676,200.00


Membuat dan Memasang 1 m2 Pintu dan Jendela Kaca,Kayu Kl. I atau II

Bahan



Lem kayu 0.300 Kg Rp 45,900.00 13,770.00

Upah

Pekerja 0.800 Oh Rp 50,000.00 40,000.00Tukang kayu 2.400 Oh Rp 58,000.00 139,200.00


Mandor 0.040 Oh Rp 75,000.00 3,000.00

Membuat dan Memasang Daun Pintu & Jendela Kaca Kayu Kl. I 460,746.00 197,560.00 658,306.00 658,300.00

Membuat dan Memasang Daun Pintu & Jendela Kaca Kayu Kl. II 257,569.20 197,560.00 455,129.20 455,100.00


Membuat dan Memasang 1 m2 Pintu dan Jendela Jalusi,Kayu Kl. I atau II

Bahan



27/94


1 4 6 7 8 9


3 5

Papan kayu kelas I 0.064 m3 Rp 18,624,000.00 1,191,936.00


Lem kayu 0.500 Kg Rp 45,900.00 22,950.00

Upah

Pekerja 1.000 Oh Rp 50,000.00 50,000.00

Tukang kayu 3.000 Oh Rp 58,000.00 174,000.00


Mandor 0.050 Oh Rp 75,000.00 3,750.00

Membuat dan Memasang Daun Pintu & Jendela Jalusi Kayu Kl. I 1,214,886.00 246,950.00 1,461,836.00 1,461,800.00Membuat dan Memasang Daun Pintu & Jendela Jalusi Kayu Kl. II 673,081.20 246,950.00 920,031.20 920,000.00


Membuat 1 m2Daun Pintu Lapis (plywood) rangkap, rangka tertutup kayu Kl. I (lebar sampai 90cm)

Bahan

Papan kayu Kelas I 0.025 m3 Rp 18,624,000.00 465,600.00

Paku 1 - 2.5 cm 0.030 Kg Rp 16,550.00 496.50

Lem kayu 0.500 Kg Rp 45,900.00 22,950.00

Plywoodtebal 4mm (90x220)cm 1.000 Lbr Rp 102,000.00 102,000.00

Upah

Pekerja 0.700 Oh Rp 50,000.00 35,000.00

Tukang kayu 2.100 Oh Rp 58,000.00 121,800.00


Mandor 0.035 Oh Rp 75,000.00 2,625.00

591,046.50 172,865.00 763,911.50 763,900.00

9 HSPK Dinas PU Cipta Karya dan Tata RuangMembuat 1 m2 Pintu plywood rangkap, rangka expose kayu Kl. I atau II

Bahan



Paku 1 - 2.5 cm 0.030 Kg Rp 16,550.00 496.50

Lem kayu 0.500 Kg Rp 45,900.00 22,950.00

Plywoodtebal 4mm (90x220)cm 1.000 Lbr Rp 102,000.00 102,000.00

Upah

Pekerja 0.800 Oh Rp 50,000.00 40,000.00

Tukang kayu 2.400 Oh Rp 58,000.00 139,200.00


Mandor 0.040 Oh Rp 75,000.00 3,000.00

Membuat Pintu Plywood rangkap rangka expose kayu kl. I 602,220.90 197,560.00 799,780.90 799,700.00

Membuat Pintu Plywood rangkap rangka expose kayu kl. II 385,498.98 197,560.00 583,058.98 583,000.00


Membuat 1 m2 jalusi kusen, kayu Kl. I atau II

Bahan

Papan kayu kelas I 0.060 m3 Rp 18,624,000.00 1,117,440.00


Paku 1 - 2.5 cm 0.150 Kg Rp 16,550.00 2,482.50

Upah

Pekerja 0.670 Oh Rp 50,000.00 33,500.00

Tukang kayu 2.000 Oh Rp 58,000.00 116,000.00


Mandor 0.335 Oh Rp 75,000.00 25,125.00

Membuat jalusi kusen kayu kl. I 1,119,922.50 187,425.00 1,307,347.50 1,307,300.00

Membuat jalusi kusen kayu kl. II 611,980.50 187,425.00 799,405.50 799,400.00


Membuat 1 m2 taekwood rangkap, rangka expose kayu Kl. I

Bahan


Paku 1 - 2.5 cm 0.030 Kg Rp 16,550.00 496.50

Lem kayu 0.300 Kg Rp 45,900.00 13,770.00

Teakwoodtebal 4mm (90x220)cm 1.000 Lbr Rp 137,700.00 137,700.00

Upah

Pekerja 0.800 Oh Rp 50,000.00 40,000.00

Tukang kayu 2.400 Oh Rp 58,000.00 139,200.00


Mandor 0.040 Oh Rp 75,000.00 3,000.00

617,566.50 197,560.00 815,126.50 815,100.00


Memasang 1 m3Konstruksi Kuda kuda Konvensional, kayu klas I, II, dan III bent ang 6 meter

Bahan

Balok Kayu Kelas I 1.100 m3 Rp 16,185,600.00 17,804,160.00


Balok Kayu Kelas III 1.100 m3 Rp 4,176,000.00 4,593,600.00Besi strip tb = 5 mm /kawel 15.000 Kg Rp 19,700.00 295,500.00

Paku 12 cm 5.600 Kg Rp 21,100.00 118,160.00

Upah

Pekerja 4.000 Oh Rp 50,000.00 200,000.00

Tukang kayu 12.000 Oh Rp 58,000.00 696,000.00

Kepala Tukang 1.200 Oh Rp 64,000.00 76,800.00

Mandor 0.200 Oh Rp 75,000.00 15,000.00

- Memasang 1 m3Kuda kuda Kayu Kelas I 18,217,820.00 987,800.00 19,205,620.00 19,205,600.00



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3 5

- Memasang 1 m3Kuda kuda Kayu Kelas II 9,490,530.00 987,800.00 10,478,330.00 10,478,300.00

- Memasang 1 m3Kuda kuda Kayu Kelas III 5,007,260.00 987,800.00 5,995,060.00 5,995,000.00


Memasang 1 m3 Konstruksi Kuda kuda Ekspose kayu klas I

Bahan

Balok Kayu Kelas I 1.200 m3 Rp 16,185,600.00 19,422,720.00

Besi strip tb = 5 mm /kawel 15.000 Kg Rp 19,700.00 295,500.00

Paku 12 cm 5.600 Kg Rp 21,100.00 118,160.00

UpahPekerja 6.700 Oh Rp 50,000.00 335,000.00

Tukang kayu 20.100 Oh Rp 58,000.00 1,165,800.00


Mandor 0.335 Oh Rp 75,000.00 25,125.00

19,836,380.00 1,654,565.00 21,490,945.00 21,490,900.00


Memasang 1 m3 Konstruksi Gording kayu klas II

Bahan


Besi strip tb = 5 mm /kawel 15.000 Kg Rp 19,700.00 295,500.00

Paku 12 cm 3.000 Kg Rp 21,100.00 63,300.00

Upah

Pekerja 2.400 Oh Rp 50,000.00 120,000.00

Tukang kayu 7.200 Oh Rp 58,000.00 417,600.00

Kepala Tukang 0.720 Oh Rp 64,000.00 46,080.00Mandor 0.120 Oh Rp 75,000.00 9,000.00

9,435,670.00 592,680.00 10,028,350.00 10,028,300.00


Memasang 1 m2 rangka atap genteng keramik, kayu kl. II

Bahan

Kaso-kaso (5x7) cm kelas II 0.014 m3 Rp 8,251,700.00 115,523.80

Reng (2x3) cm 0.004 m3 Rp 8,251,700.00 29,706.12

Paku 5 dan 10 cm 0.250 Kg Rp 21,100.00 5,275.00

Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Tukang kayu 0.100 Oh Rp 58,000.00 5,800.00

Kepala Tukang 0.010 Oh Rp 64,000.00 640.00

Mandor 0.005 Oh Rp 75,000.00 375.00

150,504.92 11,815.00 162,319.92 162,300.00


Memasang 1 m2rangka atap genteng beton, kayu kl. II

Bahan

Kaso-kaso (5x7) cm 0.014 m3 Rp 8,251,700.00 115,523.80

Reng (3x4) cm 0.007 m3 Rp 8,251,700.00 59,412.24

Paku 5 dan 10 cm 0.250 Kg Rp 21,100.00 5,275.00

Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Tukang kayu 0.100 Oh Rp 58,000.00 5,800.00


Mandor 0.005 Oh Rp 75,000.00 375.00

180,211.04 11,815.00 192,026.04 192,000.00


Memasang 1 m2rangka atap sirap, kayu kelas II

Bahan

Kayu kelas II 0.165 m3 Rp 10,158,300.00 1,676,119.50

Paku 5 dan 10 cm 0.200 Kg Rp 21,100.00 4,220.00

Upah

Pekerja 0.120 Oh Rp 50,000.00 6,000.00

Tukang kayu 0.120 Oh Rp 58,000.00 6,960.00


Mandor 0.006 Oh Rp 75,000.00 450.00

1,680,339.50 14,178.00 1,694,517.50 1,694,500.00


Memasang 1 m2rangka langit-langit (50x100)cm, kayu kelas II

Bahan

Kaso-kaso (5x7) cm 0.015 m3 Rp 8,251,700.00 127,076.18

Paku 7 dan 10 cm 0.200 Kg Rp 21,100.00 4,220.00

Upah

Pekerja 0.150 Oh Rp 50,000.00 7,500.00

Tukang kayu 0.300 Oh Rp 58,000.00 17,400.00

Kepala Tukang 0.030 Oh Rp 64,000.00 1,920.00Mandor 0.075 Oh Rp 75,000.00 5,625.00

131,296.18 32,445.00 163,741.18 163,700.00


Memasang 1 m2rangka langit-langit (60 x 60)cm, kayu kelas II

Bahan

Kaso-kaso (5x7) cm 0.016 m3 Rp 8,251,700.00 134,502.71

Paku 7 dan 10 cm 0.250 Kg Rp 21,100.00 5,275.00

Upah



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3 5

Pekerja 0.200 Oh Rp 50,000.00 10,000.00

Tukang kayu 0.300 Oh Rp 58,000.00 17,400.00


Mandor 0.010 Oh Rp 75,000.00 750.00

139,777.71 30,070.00 169,847.71 169,800.00


Memasang 1 m' lisplank ukuran (3 x 20 )cm, kayu kelas I atau II

Bahan

Papan kayu Kelas I 0.011 m3

Rp 18,624,000.00 201,139.20Papan kayu Kelas II 0.011 m3 Rp 10,158,300.00 109,709.64

Paku 5 dan 7 cm 0.100 Kg Rp 21,100.00 2,110.00

Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Tukang kayu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.005 Oh Rp 75,000.00 375.00

- Memasang lisplank uk (3 x 20)cmkayu kelas I 203,249.20 18,255.00 221,504.20 221,500.00

- Memasang lisplank uk (3 x 20)cmkayu kelas II 111,819.64 18,255.00 130,074.64 130,000.00


Memasang 1 m' lisplank ukuran (3 x 30 )cm, kayu kelas I atau II

Bahan

Papan kayu Kelas I 0.011 m3 Rp 18,624,000.00 204,864.00

Papan kayu Kelas II 0.011 m3 Rp 10,158,300.00 111,741.30

Paku 5 dan 7 cm 0.050 Kg Rp 21,100.00 1,055.00Upah

Pekerja 0.100 Oh Rp 50,000.00 5,000.00

Tukang kayu 0.200 Oh Rp 58,000.00 11,600.00


Mandor 0.005 Oh Rp 75,000.00 375.00

- Memasang lisplank uk (3 x 30)cmkayu kelas I 205,919.00 18,255.00 224,174.00 224,100.00

- Memasang lisplank uk (3 x 30)cmkayu kelas II 112,796.30 18,255.00 131,051.30 131,000.00


Memasang 1 m2rangka dinding pemisah (60 x 120 )cm kayu kelas II

Bahan

Balok Kayu 0.028 m3 Rp 8,251,700.00 231,047.60

Paku 5 dan 7 cm 0.150 Kg Rp 21,100.00 3,165.00

Upah

Pekerja 0.150 Oh Rp 50,000.00 7,500.00

Tukang kayu 0.450 Oh Rp 58,000.00 26,100.00


Mandor 0.008 Oh Rp 75,000.00 600.00

234,212.60 37,080.00 271,292.60 271,200.00


Memasang 1 m2rangka dinding pemisah teakwood rangkap, rangka kayu kelas II

Bahan

Balok Kayu 0.028 m3 Rp 8,251,700.00 231,047.60

Paku 5 dan 7 cm 0.150 Kg Rp 21,100.00 3,165.00

Teakwood 0.860 Lbr Rp 181,100.00 155,746.00

Lem kayu 0.560 Kg Rp 45,900.00 25,704.00

Upah

Pekerja 0.150 Oh Rp 50,000.00 7,500.00

Tukang kayu 0.450 Oh Rp 58,000.00 26,100.00


Mandor 0.008 Oh Rp 75,000.00 600.00

analisa harga satuan jember 2015.pdf

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