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A. ANALISA HARGA SATUAN PEKERJAAN PERSIAPAN
HARGA SATUAN HARGA
(Rp) (Rp)
A-01 1 M' Pagar Sementara Dari Kayu Tinggi 2 m
- Dolken Kayu 8-10 / 400 cm Btg 1.2500 32,943.68 41,179.60
- Semen Portland Kg 2.5000 1,754.14 4,385.36
- Pasir beton M3 0.0050 253,174.32 1,265.87- Koral Beton 2/3 M3 0.0090 249,965.52 2,249.69
- Kayu balok terentang M3 0.0720 2,870,057.68 206,644.15
- Paku Biasa 2" - 5" Kg 0.0600 21,926.80 1,315.61
- Residu Kg 0.4000 9,626.40 3,850.56
- Pekerja Oh 0.4000 53,480.00 21,392.00
- Tukang Kayu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0200 90,916.00 1,818.32
Jumlah 300,786.92
Overhead & Profit 10 % 30,078.69
Jumlah Total 330,865.61
A-02 1 M' Pagar Sementara Seng Gelombang Tinggi 2 m
- Dolken Kayu 8-10 / 400 cm Btg 1.2500 32,943.68 41,179.60- Semen Portland Kg 2.5000 1,754.14 4,385.36
- Seng Gelombang BJLS-30 Lbr 1.2000 64,924.72 77,909.66
- Pasir beton M3 0.0050 253,174.32 1,265.87
- Koral Beton 2/3 M3 0.0090 249,965.52 2,249.69
- Kayu balok terentang M3 0.0720 2,870,057.68 206,644.15
- Paku Biasa 2" - 5" Kg 0.0600 21,926.80 1,315.61
- Meni Besi Kg 0.4500 36,687.28 16,509.28
- Pekerja Oh 0.4000 53,480.00 21,392.00
- Tukang Kayu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0200 90,916.00 1,818.32
Jumlah 391,355.30
Overhead & Profit 10 % 39,135.53Jumlah Total 430,490.83
A-03 1 M' Pagar SementaraKawat Duri Tinggi 1,80 m
- Dolken Kayu 8-10 / 400 cm Btg 1.0000 32,943.68 32,943.68
- Semen Portland Kg 2.0000 1,754.14 3,508.29
- Kawat Duri Kg 2.5000 74,872.00 187,180.00
- Pasir beton M3 0.0050 253,174.32 1,265.87
- Koral Beton 2/3 M3 0.0090 249,965.52 2,249.69
- Paku Biasa 2" - 5" Kg 0.0600 21,926.80 1,315.61
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0200 90,916.00 1,818.32
Jumlah 263,011.22Overhead & Profit 10 % 26,301.12
Jumlah Total 289,312.34
A-04 1 M2 Pengukuran Dan Pasang Bouwplnk
- Kayu kaso 5/7 albasia M3 0.0120 2,424,462.32 29,093.55
- Paku Biasa 2" - 5" Kg 0.0200 21,926.80 438.54
- Kayu papan albasia M3 0.0070 2,424,462.32 16,971.24
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Tukang Kayu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 60,648.78
Overhead & Profit 10 % 6,064.88
Jumlah Total 66,713.66
VOLUMESATUANURAIANNo.
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
A-05 1 M2 Pembuatan Kantor Sementara dgn Lantai Diplester
- Dolken Kayu 8-10 / 400 cm Btg 1.2500 32,943.68 41,179.60
- Kayu Balok terentang M3 0.1700 2,870,057.68 487,909.81
- Paku Biasa Kg 0.8500 21,926.80 18,637.78
- Besi Strip Kg 1.1000 29,734.88 32,708.37
- Semen Portland Kg 35.0000 1,754.14 61,395.04- Pasir Pasang M3 0.1500 270,929.68 40,639.45
- Pasir beton M3 0.1000 253,174.32 25,317.43
- Koral Beton2/3 M3 0.1500 249,965.52 37,494.83
- Bata Merah Bh 30.0000 909.16 27,274.80
- Seng Plat m' 0.2500 17,255.86 4,313.96
- Kawat harmonika M2 2.0000 32,836.72 65,673.44
- Kaca Polos 3mm M2 0.0800 91,129.92 7,290.39
- Kunci Tanam Bh 0.1500 111,238.40 16,685.76
- Plywood 120 x 240 x 0,4 cm Lbr 0.0600 185,000.00 11,100.00
- Pekerja Oh 2.0000 53,480.00 106,960.00
- Tukang Kayu Oh 2.0000 74,872.00 149,744.00
- Tukang Batu Oh 1.0000 74,872.00 74,872.00
- Kepala Tukang Oh 0.3000 85,568.00 25,670.40- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 1,239,412.86
Overhead & Profit 10 % 123,941.29
Jumlah Total 1,363,354.15
A-06 1 M2 Pembuatan Gudang Semen dan Alat-alat
- Dolken Kayu 8-10 / 400 cm Btg 1.7000 32,943.68 56,004.26
- Kayu balok terentang M3 0.2000 2,870,057.68 574,011.54
- Paku Biasa Kg 0.3000 21,926.80 6,578.04
- Semen Portland Kg 10.5000 1,754.14 18,418.51
- Pasir Beton M3 0.0300 253,174.32 7,595.23
- Koral Beton 2/3 M3 0.0500 249,965.52 12,498.28
- Seng Gelombang BJLS 30 Lbr 1.5000 64,924.72 97,387.08
- Pekerja Oh 1.0000 53,480.00 53,480.00- Tukang Kayu Oh 2.0000 74,872.00 149,744.00
- Kepala Tukang Oh 0.2000 85,568.00 17,113.60
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 997,376.33
Overhead & Profit 10 % 99,737.63
Jumlah Total 1,097,113.96
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
A-07 1 M2 Pembuatan Bedeng Buruh
- Dolken Kayu 8-10 / 400 cm Btg 1.2500 32,943.68 41,179.60
- Kayu balok terentang M3 0.1700 2,870,057.68 487,909.81
- Paku Biasa Kg 0.3000 21,926.80 6,578.04
- Semen Portland Kg 18.0000 1,754.14 31,574.59
- Pasir Beton M3 0.0300 253,174.32 7,595.23- Koral Beton 2/3 M3 0.0500 249,965.52 12,498.28
- Seng Gelombang BJLS 30 Lbr 1.5000 64,924.72 97,387.08
- Pekerja Oh 1.0000 53,480.00 53,480.00
- Tukang Kayu Oh 2.0000 74,872.00 149,744.00
- Kepala Tukang Oh 0.2000 85,568.00 17,113.60
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 909,606.02
Overhead & Profit 10 % 90,960.60
Jumlah Total 1,000,566.63
A-08 1 M2 Membersihkan Lapangan dan Perataan
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 9,893.80Overhead & Profit 10 % 989.38
Jumlah Total 10,883.18
A-09 1M2 Pembuatan Jalan Sementara
- Batu Belah 15/20 M3 0.1500 235,632.88 35,344.93
- Batu Pecah 5/7 M3 0.0900 257,024.88 23,132.24
- Pasir Pasang M3 0.0100 270,929.68 2,709.30
- Pekerja Oh 1.0000 53,480.00 53,480.00
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 119,212.27
Overhead & Profit 10 % 11,921.23
Jumlah Total 131,133.49
A-10 1 M3 Bongkaran Beton Bertulang
- Pekerja Oh 5.6670 53,480.00 303,071.16- Mandor Oh 0.3330 90,916.00 30,275.03
Jumlah 333,346.19
Overhead & Profit 10 % 33,334.62
Jumlah Total 366,680.81
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
A-11 1 M3 Bongkaran Dinding Tembok Bata Merah
- Pekerja Oh 5.6670 53,480.00 303,071.16
- Mandor Oh 0.0330 90,916.00 3,000.23
Jumlah 306,071.39
Overhead & Profit 10 % 30,607.14
Jumlah Total 336,678.53A-12 1 M Pagar beton Pracetak ( 5 x 50 x 213 ) cm
- Panel Beton Pracetak Lbr 0.7860 197,876.00 155,530.54
- Kolom Beton Pracetak Btg 0.5250 284,192.72 149,201.18
- Pasir Beton M3 0.0740 253,174.32 18,734.90
- Koral 2/3 M3 0.1460 249,965.52 36,494.97
- Semen abu - abu Kg 45.0000 1,754.14 78,936.48
- Pekerja Oh 0.3750 53,480.00 20,055.00
- Tukang Batu Oh 0.1250 74,872.00 9,359.00
- Kepala Tukang Oh 0.0120 85,568.00 1,026.82
- Mandor Oh 0.0190 90,916.00 1,727.40
Jumlah 471,066.28
Overhead & Profit 10 % 47,106.63
Jumlah Total 518,172.91A-13 1 M Pagar kawat ayam tiang besi L50.50.5, tinggi 1 m'
- Kawat ram ayam Lbr 0.4340 19,573.68 8,494.98
- Besi siku L 50.50.5 Kg 6.0660 17,969.28 109,001.65
- Besi pelat (1,2 x 3) mm Kg 0.0424 17,969.28 761.72
- Baut bh 4.0000 748.72 2,994.88
- Semen Portland Kg 2.5000 1,754.14 4,385.36
- Pasir beton M3 0.0050 253,174.32 1,265.87
- Koral Beton 2/3 M3 0.0090 249,965.52 2,249.69
- Pekerja Oh 0.3750 53,480.00 20,055.00
- Tukang Batu Oh 0.1250 74,872.00 9,359.00
- Kepala Tukang Oh 0.0120 85,568.00 1,026.82
- Mandor Oh 0.0190 90,916.00 1,727.40
Jumlah 161,322.37Overhead & Profit 10 % 16,132.24
Jumlah Total 177,454.61
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
A-14 1 M2 Pagar BRC lengkap dengan tiang
- BRC lengkap dengan tiang Lbr 0.4340 201,619.60 87,502.91
- Semen Portland Kg 2.0000 1,754.14 3,508.29
- Kawat Duri Kg 2.2000 74,872.00 164,718.40
- Pasir beton M3 0.0050 253,174.32 1,265.87
- Koral Beton 2/3 M3 0.0090 249,965.52 2,249.69- Pekerja Oh 0.3750 53,480.00 20,055.00
- Tukang Batu Oh 0.1250 74,872.00 9,359.00
- Kepala Tukang Oh 0.0120 85,568.00 1,026.82
- Mandor Oh 0.0190 90,916.00 1,727.40
Jumlah 291,413.38
Overhead & Profit 10 % 29,141.34
Jumlah Total 320,554.71
A-15 1 M2 Steiger Werk / perancah dari Bambu
- Bambu 6 - 10 (600) cm btng 1.0000 24,279.92 24,279.92
- Tali ijuk kg 0.2500 27,595.68 6,898.92
- Pekerja org 0.2000 53,480.00 10,696.00
- Tukang kayu org 0.0170 74,872.00 1,272.82
- Kepala tukang org 0.0020 85,568.00 171.14- Mandor org 0.0130 90,916.00 1,181.91
Jumlah 44,500.71
Overhead & Profit 10 % 4,450.07
Jumlah Total 48,950.78
A-16 1 M' Cerucuk Bambu
- Bambu 7 -10 (400) cm btng 1.1500 24,279.92 27,921.91
- Pekerja org 0.5000 53,480.00 26,740.00
- Mandor org 0.0250 90,916.00 2,272.90
Jumlah 56,934.81
Overhead & Profit 10 % 5,693.48
Jumlah Total 62,628.29
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B. ANALISA HARGA SATUAN PEKERJAAN TANAH
HARGA SATUAN HARGA
(Rp) (Rp)
B-01
- Pekerja Oh 0.3750 53,480.00 20,055.00
- Mandor Oh 0.0375 90,916.00 3,409.35
Jumlah 23,464.35Overhead & Profit 10 % 2,346.44
Jumlah Total 25,810.79
B-02
- Pekerja Oh 0.4750 53,480.00 25,403.00
- Mandor Oh 0.0475 90,916.00 4,318.51
Jumlah 29,721.51
Overhead & Profit 10 % 2,972.15
Jumlah Total 32,693.66
B-03
- Pekerja Oh 0.6350 53,480.00 33,959.80
- Mandor Oh 0.0635 90,916.00 5,773.17
Jumlah 39,732.97
Overhead & Profit 10 % 3,973.30
Jumlah Total 43,706.26
B-04
- Pekerja Oh 0.5500 53,480.00 29,414.00
- Mandor Oh 0.0550 90,916.00 5,000.38
Jumlah 34,414.38
Overhead & Profit 10 % 3,441.44
Jumlah Total 37,855.82
B-05
- Pekerja Oh 0.7230 53,480.00 38,666.04
- Mandor Oh 0.0723 90,916.00 6,573.23
Jumlah 45,239.27
Overhead & Profit 10 % 4,523.93Jumlah Total 49,763.19
B-06
- Pekerja Oh 0.0450 53,480.00 2,406.60
- Mandor Oh 0.0045 90,916.00 409.12
Jumlah 2,815.72
Overhead & Profit 10 % 281.57
Jumlah Total 3,097.29
B-07
- Pekerja Oh 0.4500 53,480.00 24,066.00
- Mandor Oh 0.0450 90,916.00 4,091.22
Jumlah 28,157.22
Overhead & Profit 10 % 2,815.72
Jumlah Total 30,972.94
B-08
- Pekerja Oh 0.1720 53,480.00 9,198.56
- Mandor Oh 0.0172 90,916.00 1,563.76
Jumlah 10,762.32
Overhead & Profit 10 % 1,076.23
Jumlah Total 11,838.55
No. VOLUMESATUANURAIAN
1 M3 Galian Tanah Biasa sedalam 1 m
1 M3 Galian Tanah Biasa Sedalam 2 m
1 M3 Galian Tanah Biasa Sedalam 3 m
1 M3 Galian Tanah Keras Sedalam 1 m
1 M3 Galian Tanah Lumpur Sedalam 1 m
1 M2 Pekerjaan Stripping Setinggi 10 cm
1 M3 Pembuangan Tanah sejauh 150 m
1 M3 Urugan Kembali
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
B-09
- Pekerja Oh 0.4500 53,480.00 24,066.00
- Mandor Oh 0.0450 90,916.00 4,091.22
Jumlah 28,157.22
Overhead & Profit 10 % 2,815.72
Jumlah Total 30,972.94B-10
- Pasir Urug M3 1.2000 224,616.00 269,539.20
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 288,310.68
Overhead & Profit 10 % 28,831.07
Jumlah Total 317,141.75
B-11
- Ijuk m2 1.1000 37,115.12 40,826.63
- Pekerja Oh 0.1500 53,480.00 8,022.00
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 50,212.37
Overhead & Profit 10 % 5,021.24
Jumlah Total 55,233.61
B-12
- Sirtu M3 1.2000 213,920.00 256,704.00
- Pekerja Oh 0.2500 53,480.00 13,370.00
- Mandor Oh 0.0250 90,916.00 2,272.90
Jumlah 272,346.90
Overhead & Profit 10 % 27,234.69
Jumlah Total 299,581.59
B-13
- Tanah urug pilihan M3 1.2000 199,694.32 239,633.18
- Pekerja Oh 0.2500 53,480.00 13,370.00
- Mandor Oh 0.0250 90,916.00 2,272.90Jumlah 255,276.08
Overhead & Profit 10 % 25,527.61
Jumlah Total 280,803.69
B-14
- Batu belah M3 0.2350 235,632.88 55,373.73
- Kerikil M3 0.0300 209,962.48 6,298.87
- Pasir Urug M3 0.0500 224,616.00 11,230.80
- Pekerja Oh 1.0000 53,480.00 53,480.00
- Mandor Oh 0.1000 90,916.00 9,091.60
Jumlah 135,475.00
Overhead & Profit 10 % 13,547.50
Jumlah Total 149,022.50
1 M3 Pemadatan Tanah
1 M3 Urugaan Pasir
1 M2 Pemasangan Lapisan Ijuk Tebal 10 cm
1 M3 Urugan Sirtu
1 M3 Urugan Tanah Pilihan
1 M2 Pembuatan jalan sementara, tebal 25 cm
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C. ANALISA HARGA SATUAN PEKERJAAN PONDASI
HARGA SATUAN HARGA
(Rp) (Rp)
C-01
- Batu Belah M3 1.1000 235,632.88 259,196.17
- Semen Portland Kg 202.0000 1,754.14 354,337.09
- Pasir Pasang M3 0.4850 270,929.68 131,400.89
- Pekerja Oh 1.5000 53,480.00 80,220.00
- Tukang Batu Oh 0.6000 74,872.00 44,923.20
- Kepala Tukang Oh 0.0600 85,568.00 5,134.08
- Mandor Oh 0.0750 90,916.00 6,818.70
Jumlah 882,030.13
Overhead & Profit 10 % 88,203.01
Jumlah Total 970,233.14
C-02
- Batu Belah M3 1.1000 235,632.88 259,196.17
- Semen Portland Kg 163.0000 1,754.14 285,925.47
- Pasir Pasang M3 0.5200 270,929.68 140,883.43
- Pekerja Oh 1.5000 53,480.00 80,220.00
- Tukang Batu Oh 0.6000 74,872.00 44,923.20- Kepala Tukang Oh 0.0600 85,568.00 5,134.08
- Mandor Oh 0.0750 90,916.00 6,818.70
Jumlah 823,101.05
Overhead & Profit 10 % 82,310.11
Jumlah Total 905,411.16
C-03
- Batu Belah M3 1.1000 235,632.88 259,196.17
- Semen Portland Kg 136.0000 1,754.14 238,563.58
- Pasir Pasang M3 0.5440 270,929.68 147,385.75
- Pekerja Oh 1.5000 53,480.00 80,220.00
- Tukang Batu Oh 0.6000 74,872.00 44,923.20
- Kepala Tukang Oh 0.0600 85,568.00 5,134.08
- Mandor Oh 0.0750 90,916.00 6,818.70Jumlah 782,241.48
Overhead & Profit 10 % 78,224.15
Jumlah Total 860,465.63
C-04
- Batu Belah M3 1.2000 235,632.88 282,759.46
- Pasir Urug M3 0.3000 224,616.00 67,384.80
- Pekerja Oh 0.7800 53,480.00 41,714.40
- Tukang Batu Oh 0.3900 74,872.00 29,200.08
- Kepala Tukang Oh 0.0390 85,568.00 3,337.15
- Mandor Oh 0.0390 90,916.00 3,545.72
Jumlah 427,941.61
Overhead & Profit 10 % 42,794.16
Jumlah Total 470,735.77
1 M3 Pasanag Pondasi batu Kali adk 1pc : 3 ps
VOLUMESATUANURAIANNo.
1 M3 Pasang Pondasi Batu kali adk 1pc : 4ps
1 M3 Pasang Pondasi Batu kali adk 1pc : 5ps
1 M3 Pasang Pondasi Batu Kosong (aanstamping)
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
C-05
- Besi Beton Kg 75.0000 18,718.00 1,403,850.00
- Semen Portland Kg 150.0000 1,754.14 263,121.60
- Pasir Beton m3 0.3120 253,174.32 78,990.39
- Koral Beton 2/3 m3 0.4900 249,965.52 122,483.10
- Kawat Beton Kg 0.8000 28,344.40 22,675.52- Batu Belah m3 0.4500 235,632.88 106,034.80
- Pekerja Oh 3.0000 53,480.00 160,440.00
- Tukang Batu Oh 0.8500 74,872.00 63,641.20
- Kepala Tukang Oh 0.0850 85,568.00 7,273.28
- Mandor Oh 0.1500 90,916.00 13,637.40
Jumlah 2,242,147.29
Overhead & Profit 10 % 224,214.73
Jumlah Total 2,466,362.02
C-06
- Batu Belah M3 0.4500 235,632.88 106,034.80
- Semen Portland Kg 250.0000 1,754.14 438,536.00
- Pasir Beton M3 0.4500 253,174.32 113,928.44
- Koral Beton M3 0.6700 249,965.52 167,476.90- Pekerja Oh 2.3800 53,480.00 127,282.40
- Tukang Batu Oh 0.3000 74,872.00 22,461.60
- Kepala Tukang Oh 0.0300 85,568.00 2,567.04
- Mandor Oh 0.0800 90,916.00 7,273.28
Jumlah 985,560.46
Overhead & Profit 10 % 98,556.05
Jumlah Total 1,084,116.50
C-07
- Batu Belah M3 0.4500 235,632.88 106,034.80
- Semen Portland Kg 160.0000 1,754.14 280,663.04
- Pasir Beton M3 0.3200 253,174.32 81,015.78
- Koral Beton M3 0.4900 249,965.52 122,483.10
- Pekerja Oh 3.0000 53,480.00 160,440.00- Tukang Batu Oh 0.8500 74,872.00 63,641.20
- Kepala Tukang Oh 0.0850 85,568.00 7,273.28
- Mandor Oh 0.1500 90,916.00 13,637.40
Jumlah 835,188.60
Overhead & Profit 10 % 83,518.86
Jumlah Total 918,707.46
1 M3 Beton siklop adk 1pc : 2ps : 3kr + 40 % Batu Belah dgn besi tulangan
1 M3 Pasang Pondasi Sumuran adk 1pc:2ps:3kr + 40 % Batu Belah (D= 1m)
1 M3 Pondasi siklop adk 1pc:2ps:3kr + 40 % Batu Belah
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
C-08
- Pasir Urug M3 0.0190 224,616.00 4,267.70
- Pasir Beton M3 0.0940 253,174.32 23,798.39
- Koral Beton M3 0.1500 249,965.52 37,494.83
- Semen Portland Kg 60.5000 1,754.14 106,125.71
- Besi Beton Kg 45.0000 18,718.00 842,310.00- Kawat Beton Kg 0.9000 28,344.40 25,509.96
- Kayu balok terentang M3 0.0320 2,870,057.68 91,841.85
- Paku Kg 0.1200 21,926.80 2,631.22
- Minyak Bekisting Ltr 0.0900 58,828.00 5,294.52
- Plamir Tembok Kg 0.2400 79,364.32 19,047.44
- Pekerja Oh 1.0000 53,480.00 53,480.00
- Tukang Batu Oh 0.6700 74,872.00 50,164.24
- Kepala Tukang Oh 0.0670 85,568.00 5,733.06
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 1,272,244.70
Overhead & Profit 10 % 127,224.47
Jumlah Total 1,399,469.18
C-09- Pasir Urug M3 0.0160 224,616.00 3,593.86
- Pasir Beton M3 0.0800 253,174.32 20,253.95
- Koral Beton M3 0.1250 249,965.52 31,245.69
- Semen Portland Kg 49.0000 1,754.14 85,953.06
- Besi Beton Kg 32.0000 18,718.00 598,976.00
- Kawat Beton Kg 0.7000 28,344.40 19,841.08
- Kayu balok terentang M3 0.0270 2,870,057.68 77,491.56
- Paku Kg 0.1200 21,926.80 2,631.22
- Minyak Bekisting Ltr 0.0900 58,828.00 5,294.52
- Plamir Tembok Kg 0.2000 79,364.32 15,872.86
- Pekerja Oh 0.8000 53,480.00 42,784.00
- Tukang Batu Oh 0.5000 74,872.00 37,436.00
- Kepala Tukang Oh 0.0500 85,568.00 4,278.40- Mandor Oh 0.0400 90,916.00 3,636.64
Jumlah 949,288.82
Overhead & Profit 10 % 94,928.88
Jumlah Total 1,044,217.71
1 M' Pembuatan Tiang Pancang (40x40) cm, Beton Tulang
1 M' Pembuatan Tiang Pancang (35x35) cm, Beton Tulang
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
C-10
- Pasir Urug M3 0.0149 224,616.00 3,350.15
- Pasir Beton M3 0.0738 253,174.32 18,681.73
- Koral Beton M3 0.1178 249,965.52 29,433.44
- Semen Portland Kg 47.4925 1,754.14 83,308.68
- Besi Beton Kg 43.0000 18,718.00 804,874.00- Kawat Beton Kg 0.9000 28,344.40 25,509.96
- Kayu balok terentang M3 0.0320 2,870,057.68 91,841.85
- Paku Kg 0.1200 21,926.80 2,631.22
- Minyak Bekisting Ltr 0.0900 58,828.00 5,294.52
- Plamir Tembok Kg 0.2400 79,364.32 19,047.44
- Pekerja Oh 1.0000 53,480.00 53,480.00
- Tukang Batu Oh 0.6700 74,872.00 50,164.24
- Kepala Tukang Oh 0.0670 85,568.00 5,733.06
- Mandor Oh 0.0500 90,916.00 4,545.80
Jumlah 1,197,896.08
Overhead & Profit 10 % 119,789.61
Jumlah Total 1,317,685.69
C-11- Crawler crane lengkap jam 0.1170 1,078,774.00 126,216.56
- Pekerja Oh 0.0400 53,480.00 2,139.20
- Mandor Oh 0.0020 90,916.00 181.83
Jumlah 128,537.59
Overhead & Profit 10 % 12,853.76
Jumlah Total 141,391.35
C-12
- Pekerja jam 2.7500 53,480.00 147,070.00
- Kepala Tukang jam 0.0700 85,568.00 5,989.76
- Mandor jam 0.2750 90,916.00 25,001.90
- Alat bantu lot 0.3500 178,061.66 62,321.58
Jumlah 240,383.24
Overhead & Profit 10 % 24,038.32Jumlah Total 264,421.57
C-13
- Besi pelat kg 15.3700 16,685.76 256,460.13
- Besi beton kg 6.06 18,718.00 113,431.08
- Kawat las kg 2.20 27,809.60 61,181.12
- Tukang las org 1.00 74,872.00 74,872.00
- Pembantu tukang las org 2.0000 53,480.00 106,960.00
- Mandor org 0.2000 90,916.00 18,183.20
- Mesin las jam 2.0000 26,325.00 52,650.00
Jumlah 683,737.53
Overhead & Profit 10 % 68,373.75
Jumlah Total 752,111.28
1 M' Pembuatan Tiang Pancang 40 cm, Beton Tulang
1 M' Memancang Tiang Pancang Beton Tulang
1 Buah Memotong Tiang Pancang (40x40) cm Beton Tulang
1 M' Menyambung Tiang Pancang Beton Bertulang
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D. ANALISA HARGA SATUAN PEKERJAAN BETON
HARGA SATUAN HARGA
(Rp) (Rp)
D-01
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton M3 0.8700 249,965.52 217,470.00- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2500 74,872.00 18,718.00
- Kepala Tukang Oh 0.0250 85,568.00 2,139.20
- Mandor Oh 0.0800 90,916.00 7,273.28
Jumlah 816,321.93
Overhead & Profit 10 % 81,632.19
Jumlah Total 897,954.12
D-02
- Semen Portland Kg 175.0000 1,754.14 306,975.20
- Pasir Beton M3 0.4700 253,174.32 118,991.93
- Koral Beton M3 0.9400 249,965.52 234,967.59
- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2500 74,872.00 18,718.00- Kepala Tukang Oh 0.0250 85,568.00 2,139.20
- Mandor Oh 0.0800 90,916.00 7,273.28
Jumlah 777,307.20
Overhead & Profit 10 % 77,730.72
Jumlah Total 855,037.92
D-03
- Semen Portland Kg 285.0000 1,754.14 499,931.04
- Pasir Beton M3 0.5400 253,174.32 136,714.13
- Koral Beton M3 0.8100 249,965.52 202,472.07
- Pekerja Oh 2.0000 53,480.00 106,960.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Kepala Tukang Oh 0.0350 85,568.00 2,994.88
- Mandor Oh 1.0000 90,916.00 90,916.00Jumlah 1,066,193.32
Overhead & Profit 10 % 106,619.33
Jumlah Total 1,172,812.66
D-04
- Semen Portland Kg 400.0000 1,754.14 701,657.60
- Pasir Beton M3 0.5000 253,174.32 126,587.16
- Koral Beton M3 0.8000 249,965.52 199,972.42
- Rapidrant Gln 2.4600 17,113.60 42,099.46
- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2500 74,872.00 18,718.00
- Kepala Tukang Oh 0.0250 85,568.00 2,139.20
- Mandor Oh 0.0800 90,916.00 7,273.28
Jumlah 1,186,689.11Overhead & Profit 10 % 118,668.91
Jumlah Total 1,305,358.02
No. URAIAN SATUAN VOLUME
1 M3 Membuat Beton Tumbuk adk 1pc:3ps:5kr
1 M3 Membuat Beton Tumbuk adk 1pc:3ps:6kr
1 M3 Membuat Beton Tumbuk 1pc:2ps:3kr
1 M3 Membuat Tiang Pancang Beton Prestressed
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-05
- Semen Portland Kg 270.0000 1,754.14 473,618.88
- Pasir Beton M3 0.4700 253,174.32 118,991.93
- Koral Beton M3 0.9300 249,965.52 232,467.93
- Pekerja Oh 2.0000 53,480.00 106,960.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20- Kepala Tukang Oh 0.0350 85,568.00 2,994.88
- Mandor Oh 1.0000 90,916.00 90,916.00
Jumlah 1,052,154.82
Overhead & Profit 10 % 105,215.48
Jumlah Total 1,157,370.31
D-06
- Waterstop Lebar 200 mm M 1.0500 62,357.68 65,475.56
- Pekerja Oh 0.0500 53,480.00 2,674.00
- Tukang Batu Oh 0.0350 74,872.00 2,620.52
- Kepala Tukang Oh 0.0035 85,568.00 299.49
- Mandor Oh 0.0020 90,916.00 181.83
Jumlah 71,251.40
Overhead & Profit 10 % 7,125.14Jumlah Total 78,376.54
D-07
- Besi Beton ( Polos / Ulir ) Kg 1.1000 18,718.00 20,589.80
- Kawat Beton Kg 0.0100 28,344.40 283.44
- Pekerja Oh 0.0040 53,480.00 213.92
- Tukang Besi Oh 0.0040 74,872.00 299.49
- Kepala Tukang Oh 0.0004 85,568.00 34.23
- Mandor Oh 0.0004 90,916.00 36.37
Jumlah 21,457.25
Overhead & Profit 10 % 2,145.72
Jumlah Total 23,602.97
D-08
- Kayu papan terentang M3 0.0355 2,763,097.68 98,089.97- Paku Biasa 2" - 5" Kg 0.3000 21,926.80 6,578.04
- Minyak Bekisting Ltr 0.1000 58,828.00 5,882.80
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.2600 74,872.00 19,466.72
- Kepala Tukang Oh 0.0260 85,568.00 2,224.77
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 148,740.88
Overhead & Profit 10 % 14,874.09
Jumlah Total 163,614.96
D-09
- Kayu papan terentang M3 0.0420 2,763,097.68 116,050.10
- Paku Biasa 2" - 5" Kg 0.3000 21,926.80 6,578.04
- Minyak Bekisting Ltr 0.1000 58,828.00 5,882.80
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.2600 74,872.00 19,466.72
- Kepala Tukang Oh 0.0260 85,568.00 2,224.77
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 166,701.01
Overhead & Profit 10 % 16,670.10
Jumlah Total 183,371.11
1 M3 Membuat Beton Tumbuk adk 1pc:2ps:4kr
1 M Memasang PVC Waterstop Lebar 200 mm
1 Kg Pembesian Dengan Besi Polos/ulir
1 M2 Pasang Bekesting Untuk Pondasi
1 M2 Pasang Bekisting Untuk Sloof
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-10
- Kayu papan terentang M3 0.0280 2,763,097.68 77,366.74
- Paku Biasa 2" - 5" Kg 0.4000 21,926.80 8,770.72
- Minyak Bekisting Ltr 0.2000 58,828.00 11,765.60
- Kayu balok terentang M3 0.0150 2,870,057.68 43,050.87
- Plywood Tebal 9 mm Lbr 0.3500 270,929.68 94,825.39- Dolken -8-10/4m Btg 2.0000 32,943.68 65,887.36
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.3300 74,872.00 24,707.76
- Kepala Tukang Oh 0.0330 85,568.00 2,823.74
- Mandor Oh 0.0060 90,916.00 545.50
Jumlah 345,787.67
Overhead & Profit 10 % 34,578.77
Jumlah Total 380,366.44
D-11
- Kayu papan terentang M3 0.0280 2,763,097.68 77,366.74
- Paku Biasa 2" - 5" Kg 0.4000 21,926.80 8,770.72
- Minyak Bekisting Ltr 0.2000 58,828.00 11,765.60
- Kayu balok terentang M3 0.0180 2,870,057.68 51,661.04- Plywood Tebal 9 mm Lbr 0.3500 270,929.68 94,825.39
- Dolken -8-10/4m Btg 2.0000 32,943.68 65,887.36
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.3300 74,872.00 24,707.76
- Kepala Tukang Oh 0.0330 85,568.00 2,823.74
- Mandor Oh 0.0060 90,916.00 545.50
Jumlah 354,397.84
Overhead & Profit 10 % 35,439.78
Jumlah Total 389,837.63
D-12
- Kayu papan terentang M3 0.0280 2,763,097.68 77,366.74
- Paku Biasa 2" - 5" Kg 0.4000 21,926.80 8,770.72
- Minyak Bekisting Ltr 0.2000 58,828.00 11,765.60- Kayu balok terentang M3 0.0150 2,870,057.68 43,050.87
- Plywood Tebal 9 mm Lbr 0.3500 270,929.68 94,825.39
- Dolken -8-10/4m Btg 6.0000 32,943.68 197,662.08
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Kayu Oh 0.3300 74,872.00 24,707.76
- Kepala Tukang Oh 0.0330 85,568.00 2,823.74
- Mandor Oh 0.0060 90,916.00 545.50
Jumlah 477,562.39
Overhead & Profit 10 % 47,756.24
Jumlah Total 525,318.63
1 M2 Pasang Bekesting Untuk Kolom
1 M2 Pasang Bekesting Untuk Balok
1 M2 Pasang Bekesting Untuk Lantai
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-13
- Kayu papan terentang M3 0.0280 2,763,097.68 77,366.74
- Paku Biasa 2" - 5" Kg 0.2000 21,926.80 4,385.36
- Minyak Bekisting Ltr 0.1500 58,828.00 8,824.20
- Kayu balok terentang M3 0.0150 2,870,057.68 43,050.87
- Plywood Tebal 9 mm Lbr 0.3000 270,929.68 81,278.90- Dolken -8-10/4m Btg 1.2000 32,943.68 39,532.42
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Kayu Oh 0.3300 74,872.00 24,707.76
- Kepala Tukang Oh 0.0330 85,568.00 2,823.74
- Mandor Oh 0.0060 90,916.00 545.50
Jumlah 299,629.08
Overhead & Profit 10 % 29,962.91
Jumlah Total 329,591.99
D-14
- Semen Portland Kg 100.0000 1,754.14 175,414.40
- Pasir Beton m3 0.5000 253,174.32 126,587.16
- Koral Beton 2/3 M3 0.5000 249,965.52 124,982.76
- Air ltr 175.0000 3,743.60 655,130.00- Pekerja Oh 3.0000 53,480.00 160,440.00
- Tukang Batu Oh 1.0000 74,872.00 74,872.00
- Kepala Tukang Oh 0.1000 85,568.00 8,556.80
- Mandor Oh 0.3000 90,916.00 27,274.80
Jumlah 1,353,257.92
Overhead & Profit 10 % 135,325.79
Jumlah Total 1,488,583.71
D-15
- Semen Portland Kg 120.0000 1,754.14 210,497.28
- Pasir Beton M3 0.3000 253,174.32 75,952.30
- Koral Beton 2/3 M3 0.6200 249,965.52 154,978.62
- Air ltr 175.0000 3,743.60 655,130.00
- Pekerja Oh 3.0000 53,480.00 160,440.00- Tukang Batu Oh 1.0000 74,872.00 74,872.00
- Kepala Tukang Oh 0.1000 85,568.00 8,556.80
- Mandor Oh 0.3000 90,916.00 27,274.80
Jumlah 1,367,701.80
Overhead & Profit 10 % 136,770.18
Jumlah Total 1,504,471.98
1 M2 Pasang Bekesting Untuk Tangga
1 M3 Membuat Beton Cor Mutu K-225
1 M3 Membuat Beton Cor Mutu K-275
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-16
- Kayu papan terentang M3 0.1200 2,763,097.68 331,571.72
- Paku Biasa 2" - 5" Kg 1.5000 21,926.80 32,890.20
- Minyak Bekisting Ltr 0.4000 58,828.00 23,531.20
- Besi Beton Kg 150.0000 18,718.00 2,807,700.00
- Kawat Beton Kg 2.2500 28,344.40 63,774.90- Semen Portland Kg 100.0000 1,754.14 175,414.40
- Pasir Beton M3 0.3200 253,174.32 81,015.78
- Koral Beton 2/3 M3 0.5800 249,965.52 144,980.00
- Pekerja Oh 3.9000 53,480.00 208,572.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 0.5000 80,220.00 40,110.00
- Tukang Besi Oh 0.6000 80,220.00 48,132.00
- Kepala Tukang Oh 0.2450 85,568.00 20,964.16
- Mandor Oh 0.1650 90,916.00 15,001.14
Jumlah 4,019,862.71
Overhead & Profit 10 % 401,986.27
Jumlah Total 4,421,848.98
D-17- Kayu papan terentang M3 0.1500 2,763,097.68 414,464.65
- Paku Biasa 2" - 5" Kg 2.0000 21,926.80 43,853.60
- Minyak Bekisting Ltr 0.6000 58,828.00 35,296.80
- Besi Beton Kg 200.0000 18,718.00 3,743,600.00
- Kawat Beton Kg 3.0000 28,344.40 85,033.20
- Semen Portland Kg 100.0000 1,754.14 175,414.40
- Pasir Beton M3 0.3200 253,174.32 81,015.78
- Koral Beton 2/3 M3 0.5800 249,965.52 144,980.00
- Pekerja Oh 3.9000 53,480.00 208,572.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 0.5000 80,220.00 40,110.00
- Tukang Besi Oh 0.6000 80,220.00 48,132.00
- Kepala Tukang Oh 0.2450 85,568.00 20,964.16- Mandor Oh 0.1700 90,916.00 15,455.72
Jumlah 5,083,097.52
Overhead & Profit 10 % 508,309.75
Jumlah Total 5,591,407.27
1 M3 Pondasi Beton Tulang (150 kg besi + bekisting)
1 M3 Sloof Beton Tulang (200 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-18
- Kayu papan terentang M3 0.2000 2,763,097.68 552,619.54
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 120.0000 18,718.00 2,246,160.00
- Kawat Beton Kg 1.8000 28,344.40 51,019.92- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04
- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 6,295,104.06Overhead & Profit 10 % 629,510.41
Jumlah Total 6,924,614.47
D-19
- Kayu papan terentang M3 0.2000 2,763,097.68 552,619.54
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 140.0000 18,718.00 2,620,520.00
- Kawat Beton Kg 2.1000 28,344.40 59,523.24
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 6,677,967.38
Overhead & Profit 10 % 667,796.74
Jumlah Total 7,345,764.12
1 M3 Kolom Beton Tulang (120 kg besi + bekisting)
1 M3 Kolom Beton Tulang (140 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-20
- Kayu papan terentang M3 0.1500 2,763,097.68 414,464.65
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 150.0000 18,718.00 2,807,700.00
- Kawat Beton Kg 2.4000 28,344.40 68,026.56- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04
- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 6,735,495.82Overhead & Profit 10 % 673,549.58
Jumlah Total 7,409,045.40
D-21
- Kayu papan terentang M3 0.2000 2,763,097.68 552,619.54
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 180.0000 18,718.00 3,369,240.00
- Kawat Beton Kg 2.7000 28,344.40 76,529.88
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 7,443,694.02
Overhead & Profit 10 % 744,369.40
Jumlah Total 8,188,063.42
1 M3 Kolom Beton Tulang (150 kg besi + bekisting)
1 M3 Kolom Beton Tulang (180 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-22
- Kayu papan terentang M3 0.4000 2,763,097.68 1,105,239.07
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 200.0000 18,718.00 3,743,600.00
- Kawat Beton Kg 3.0000 28,344.40 85,033.20- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04
- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 8,379,176.88Overhead & Profit 10 % 837,917.69
Jumlah Total 9,217,094.56
D-23
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 250.0000 18,718.00 4,679,500.00
- Kawat Beton Kg 3.7500 28,344.40 106,291.50
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 9,060,025.41
Overhead & Profit 10 % 906,002.54
Jumlah Total 9,966,027.95
1 M3 Kolom Beton Tulang (200 kg besi + bekisting)
1 M3 Kolom Beton Tulang (250 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-24
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 4.0000 21,926.80 87,707.20
- Minyak Bekisting Ltr 2.0000 58,828.00 117,656.00
- Besi Beton Kg 300.0000 18,718.00 5,615,400.00
- Kawat Beton Kg 4.5000 28,344.40 127,549.80- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1500 2,870,057.68 430,508.65
- Plywood Tebal 9 mm Lbr 3.0000 270,929.68 812,789.04
- Dolken -8-10/4m Btg 15.0000 32,943.68 494,155.20
- Pekerja Oh 5.5000 53,480.00 294,140.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 3.3000 80,220.00 264,726.00
- Tukang Besi Oh 2.1000 80,220.00 168,462.00
- Kepala Tukang Oh 0.5700 85,568.00 48,773.76
- Mandor Oh 0.2500 90,916.00 22,729.00
Jumlah 10,017,183.71Overhead & Profit 10 % 1,001,718.37
Jumlah Total 11,018,902.08
D-25
- Kayu papan terentang M3 0.3200 2,763,097.68 884,191.26
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 120.0000 18,718.00 2,246,160.00
- Kawat Beton Kg 1.8000 28,344.40 51,019.92
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1400 2,870,057.68 401,808.08
- Plywood Tebal 9 mm Lbr 1.5000 270,929.68 406,394.52- Dolken -8-10/4m Btg 12.0000 32,943.68 395,324.16
- Pekerja Oh 5.9600 53,480.00 318,740.80
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.8000 80,220.00 224,616.00
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.4550 85,568.00 38,933.44
- Mandor Oh 0.2080 90,916.00 18,910.53
Jumlah 5,966,355.01
Overhead & Profit 10 % 596,635.50
Jumlah Total 6,562,990.51
1 M3 Kolom Beton Tulang (300 kg besi + bekisting)
1 M3 Balok Beton Tulang (120 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-26
- Kayu papan terentang M3 0.3500 2,763,097.68 967,084.19
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 150.0000 18,718.00 2,807,700.00
- Kawat Beton Kg 2.2500 28,344.40 63,774.90- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1400 2,870,057.68 401,808.08
- Plywood Tebal 9 mm Lbr 1.5000 270,929.68 406,394.52
- Dolken -8-10/4m Btg 12.0000 32,943.68 395,324.16
- Pekerja Oh 5.9600 53,480.00 318,740.80
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.8000 80,220.00 224,616.00
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.4550 85,568.00 38,933.44
- Mandor Oh 0.2080 90,916.00 18,910.53
Jumlah 6,623,542.92Overhead & Profit 10 % 662,354.29
Jumlah Total 7,285,897.22
D-27
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 200.0000 18,718.00 3,743,600.00
- Kawat Beton Kg 3.0000 28,344.40 85,033.20
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1400 2,870,057.68 401,808.08
- Plywood Tebal 9 mm Lbr 1.5000 270,929.68 406,394.52- Dolken -8-10/4m Btg 12.0000 32,943.68 395,324.16
- Pekerja Oh 5.9600 53,480.00 318,740.80
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.8000 80,220.00 224,616.00
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.4550 85,568.00 38,933.44
- Mandor Oh 0.2080 90,916.00 18,910.53
Jumlah 7,442,546.34
Overhead & Profit 10 % 744,254.63
Jumlah Total 8,186,800.97
1 M3 Balok Beton Tulang (150 kg besi + bekisting)
1 M3 Balok Beton Tulang (200 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-28
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 230.0000 18,718.00 4,305,140.00
- Kawat Beton Kg 3.4500 28,344.40 97,788.18- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1400 2,870,057.68 401,808.08
- Plywood Tebal 9 mm Lbr 1.5000 270,929.68 406,394.52
- Dolken -8-10/4m Btg 12.0000 32,943.68 395,324.16
- Pekerja Oh 5.9600 53,480.00 318,740.80
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.8000 80,220.00 224,616.00
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.4550 85,568.00 38,933.44
- Mandor Oh 0.2080 90,916.00 18,910.53
Jumlah 8,016,841.32Overhead & Profit 10 % 801,684.13
Jumlah Total 8,818,525.45
D-29
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 3.0000 21,926.80 65,780.40
- Minyak Bekisting Ltr 1.2000 58,828.00 70,593.60
- Besi Beton Kg 200.0000 18,718.00 3,743,600.00
- Kawat Beton Kg 3.0000 28,344.40 85,033.20
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1000 2,870,057.68 287,005.77
- Plywood Tebal 9 mm Lbr 2.0000 270,929.68 541,859.36- Dolken -8-10/4m Btg 10.0000 32,943.68 329,436.80
- Pekerja Oh 5.6000 53,480.00 299,488.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.3000 80,220.00 184,506.00
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.4050 85,568.00 34,655.04
- Mandor Oh 0.2020 90,916.00 18,365.03
Jumlah 7,305,218.26
Overhead & Profit 10 % 730,521.83
Jumlah Total 8,035,740.08
D-30
- Beton tulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 1,052,154.82 1,052,154.82
- Pasang Bekisting untuk lantai M2 10.0000 477,562.39 4,775,623.88
- Besi Beton Polos Kg 90.0000 21,457.25 1,931,152.10
Jumlah 7,758,930.81
Overhead & Profit 10 % 775,893.08
Jumlah Total 8,534,823.89
1 M3 Balok Beton Tulang (230 kg besi + bekisting)
1 M3 Tangga Beton Tulang (200 kg besi + bekisting)
1 M3 Pelat Lantai Beton Tulang T= 10 cm (90 kg besi + bekisting)
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-31
- Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 1,052,154.82 1,052,154.82
- Pasang Bekisting untuk lantai M2 8.3300 477,562.39 3,978,094.69
- Besi Beton Polos Kg 110.0000 21,457.25 2,360,297.02
Jumlah 7,390,546.53
Overhead & Profit 10 % 739,054.65Jumlah Total 8,129,601.19
D-32
- Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 1,052,154.82 1,052,154.82
- Pasang Bekisting untuk lantai M2 8.3300 477,562.39 3,978,094.69
- Besi Beton Polos Kg 130.0000 21,457.25 2,789,441.93
Jumlah 7,819,691.45
Overhead & Profit 10 % 781,969.14
Jumlah Total 8,601,660.59
D-33
- Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 1,052,154.82 1,052,154.82
- Pasang Bekisting untuk lantai M2 6.6700 477,562.39 3,185,341.13
- Besi Beton Polos Kg 90.0000 21,457.25 1,931,152.10
Jumlah 6,168,648.06Overhead & Profit 10 % 616,864.81
Jumlah Total 6,785,512.86
D-34
- Beton bertulang ad. 1Pc : 2Ps : 3Kr M3 1.0000 1,052,154.82 1,052,154.82
- Pasang Bekisting untuk lantai M2 6.6700 477,562.39 3,185,341.13
- Besi Beton Polos Kg 115.0000 21,457.25 2,467,583.24
Jumlah 6,705,079.20
Overhead & Profit 10 % 670,507.92
Jumlah Total 7,375,587.12
D-35
- Kayu papan terentang M3 0.0070 2,763,097.68 19,341.68
- Paku Biasa 2" - 5" Kg 0.0100 21,926.80 219.27
- Besi Beton Polos Kg 2.2000 18,718.00 41,179.60- Kawat Beton Kg 0.0450 28,344.40 1,275.50
- Semen Portland Kg 4.0000 1,754.14 7,016.58
- Pasir Beton M3 0.0060 253,174.32 1,519.05
- Koral Beton M3 0.0090 249,965.52 2,249.69
- Pekerja Oh 0.0600 53,480.00 3,208.80
- Tukang Batu Oh 0.0200 74,872.00 1,497.44
- Tukang Kayu Oh 0.0200 80,220.00 1,604.40
- Tukang Besi Oh 0.0200 80,220.00 1,604.40
- Kepala Tukang Oh 0.0060 85,568.00 513.41
- Mandor Oh 0.0030 90,916.00 272.75
Jumlah 81,502.56
Overhead & Profit 10 % 8,150.26
Jumlah Total 89,652.81
1 M3 Pelat Lantai Beton Tulang T= 12 cm (110 kg besi + bekisting)
1 M3 Pelat Lantai Beton Tulang T= 12 cm (130 kg besi + bekisting)
1 M3 Pelat Lantai Beton Tulang T= 15 cm (90 kg besi + bekisting)
1 M3 Pelat Lantai Beton Tulang T= 15 cm (115 kg besi + bekisting)
1 M' Kolom Praktis Beton Tulang (11x11) cm
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-36
- Kayu papan terentang M3 0.0070 2,763,097.68 19,341.68
- Paku Biasa 2" - 5" Kg 0.0200 21,926.80 438.54
- Besi Beton Polos Kg 2.7000 18,718.00 50,538.60
- Kawat Beton Kg 0.0500 28,344.40 1,417.22
- Semen Portland Kg 5.5000 1,754.14 9,647.79- Pasir Beton M3 0.0090 253,174.32 2,278.57
- Koral Beton M3 0.0150 249,965.52 3,749.48
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Tukang Batu Oh 0.0330 74,872.00 2,470.78
- Tukang Kayu Oh 0.0330 80,220.00 2,647.26
- Tukang Besi Oh 0.0330 80,220.00 2,647.26
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 101,835.44
Overhead & Profit 10 % 10,183.54
Jumlah Total 112,018.98
D-37
- Kayu papan terentang M3 0.0200 2,763,097.68 55,261.95- Paku Biasa 2" - 5" Kg 0.4000 1,754.14 701.66
- Minyak Bekisting Ltr 0.2000 58,828.00 11,765.60
- Kayu balok terentang M3 0.0200 2,870,057.68 57,401.15
- Plywood Tebal 9 mm Lbr 0.2500 270,929.68 67,732.42
- Dolken -8-10/4m Btg 3.0000 32,943.68 98,831.04
- Formite/spacer Buah 4.0000 2,994.88 11,979.52
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Kayu Oh 0.0330 74,872.00 2,470.78
- Kepala Tukang Oh 0.0330 85,568.00 2,823.74
- Mandor Oh 0.0060 90,916.00 545.50
Jumlah 326,626.96
Overhead & Profit 10 % 32,662.70
Jumlah Total 359,289.66D-38
- Kayu papan terentang M3 0.3000 2,763,097.68 828,929.30
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 150.0000 18,718.00 2,807,700.00
- Kawat Beton Kg 2.2500 28,344.40 63,774.90
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1200 2,870,057.68 344,406.92
- Plywood Tebal 9 mm Lbr 1.5000 270,929.68 406,394.52
- Dolken -8-10/4m Btg 32.0000 32,943.68 1,054,197.76
- Pekerja Oh 5.3000 53,480.00 283,444.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 1.3000 80,220.00 104,286.00
- Tukang Besi Oh 1.0500 80,220.00 84,231.00
- Kepala Tukang Oh 0.2650 85,568.00 22,675.52
- Mandor Oh 0.2650 90,916.00 24,092.74
Jumlah 6,892,080.98
Overhead & Profit 10 % 689,208.10
Jumlah Total 7,581,289.08
1 M3 Pelat Beton Tulang (150 kg besi + bekisting)
1 M' Ring Balok Beton Tulang (10x15) cm
1 M2 Pasang Bekesting Untuk Dinding
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-39
- Kayu papan terentang M3 0.1500 2,763,097.68 414,464.65
- Paku Biasa 2" - 5" Kg 3.2000 21,926.80 70,165.76
- Minyak Bekisting Ltr 1.6000 58,828.00 94,124.80
- Besi Beton Kg 150.0000 18,718.00 2,807,700.00
- Kawat Beton Kg 2.2500 28,344.40 63,774.90- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1600 2,870,057.68 459,209.23
- Plywood Tebal 9 mm Lbr 2.8000 270,929.68 758,603.10
- Dolken -8-10/4m Btg 24.0000 32,943.68 790,648.32
- Pekerja Oh 5.6000 53,480.00 299,488.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 2.6400 80,220.00 211,780.80
- Tukang Besi Oh 1.0500 80,220.00 84,231.00
- Kepala Tukang Oh 0.4000 85,568.00 34,227.20
- Mandor Oh 0.1930 90,916.00 17,546.79
Jumlah 6,809,622.30Overhead & Profit 10 % 680,962.23
Jumlah Total 7,490,584.54
D-40
- Kayu papan terentang M3 0.1500 2,763,097.68 414,464.65
- Paku Biasa 2" - 5" Kg 3.0000 21,926.80 65,780.40
- Minyak Bekisting Ltr 1.2000 58,828.00 70,593.60
- Besi Beton Kg 200.0000 18,718.00 3,743,600.00
- Kawat Beton Kg 3.0000 28,344.40 85,033.20
- Semen Portland Kg 200.0000 1,754.14 350,828.80
- Pasir Beton M3 0.5200 253,174.32 131,650.65
- Koral Beton 2/3 M3 0.7800 249,965.52 194,973.11
- Kayu Balok Terentang M3 0.1050 2,870,057.68 301,356.06
- Plywood Tebal 9 mm Lbr 2.8000 270,929.68 758,603.10- Dolken -8-10/4m Btg 12.0000 32,943.68 395,324.16
- Pekerja Oh 5.6500 53,480.00 302,162.00
- Tukang Batu Oh 0.3500 74,872.00 26,205.20
- Tukang Kayu Oh 1.5600 80,220.00 125,143.20
- Tukang Besi Oh 1.4000 80,220.00 112,308.00
- Kepala Tukang Oh 0.3230 85,568.00 27,638.46
- Mandor Oh 0.2830 90,916.00 25,729.23
Jumlah 7,131,393.82
Overhead & Profit 10 % 713,139.38
Jumlah Total 7,844,533.20
D-41
- Semen Portland Kg 375.0000 1,754.14 657,804.00
- Pasir Beton M3 0.4256 253,174.32 107,757.32
- Koral Beton 2/3 M3 0.6807 249,965.52 170,143.20
- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2750 74,872.00 20,589.80
- Kepala Tukang Oh 0.0280 85,568.00 2,395.90
- Mandor Oh 0.0830 90,916.00 7,546.03
Jumlah 1,054,478.25
Overhead & Profit 10 % 105,447.82
Jumlah Total 1,159,926.07
1 M3 Dinding Beton Tulang (150 kg besi + bekisting)
1 M3 Dinding Beton Tulang (200 kg besi + bekisting)
1 M3 Membuat Beton Cor Mutu K-300
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HARGA SATUAN HARGA
(Rp) (Rp)No. URAIAN SATUAN VOLUME
D-42
- Semen Portland Kg 350.0000 1,754.14 613,950.40
- Pasir Beton M3 0.4569 253,174.32 115,669.02
- Koral Beton 2/3 M3 0.6873 249,965.52 171,809.63
- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2750 74,872.00 20,589.80- Kepala Tukang Oh 0.0280 85,568.00 2,395.90
- Mandor Oh 0.0830 90,916.00 7,546.03
Jumlah 1,020,202.78
Overhead & Profit 10 % 102,020.28
Jumlah Total 1,122,223.06
D-43
- Semen Portland Kg 335.0000 1,754.14 587,638.24
- Pasir Beton M3 0.4325 253,174.32 109,497.89
- Koral Beton 2/3 M3 0.6927 249,965.52 173,142.78
- Pekerja Oh 1.6500 53,480.00 88,242.00
- Tukang Batu Oh 0.2750 74,872.00 20,589.80
- Kepala Tukang Oh 0.0280 85,568.00 2,395.90
- Mandor Oh 0.0830 90,916.00 7,546.03Jumlah 989,052.65
Overhead & Profit 10 % 98,905.26
Jumlah Total 1,087,957.91
1 M3 Membuat Beton Cor Mutu K-200
1 M3 Membuat Beton Cor Mutu K-250
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E. ANALISA HARGA SATUAN PEKERJAAN DINDING
HARGA SATUAN HARGA
(Rp) (Rp)
E-01
- Bata Merah Bh ####### 909.16 127,282.40
- Semen Portland Kg 32.9500 1,754.14 57,799.04
- Pasir Pasang M3 0.0910 270,929.68 24,654.60
- Pekerja Oh 0.6500 53,480.00 34,762.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 263,911.29
Overhead & Profit 10 % 26,391.13
Jumlah Total 290,302.41
E-02
- Bata Merah Bh ####### 909.16 127,282.40
- Semen Portland Kg 26.5500 1,754.14 46,572.52
- Pasir Pasang M3 0.0930 270,929.68 25,196.46- Pekerja Oh 0.6500 53,480.00 34,762.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 253,226.62
Overhead & Profit 10 % 25,322.66
Jumlah Total 278,549.29
E-03
- Bata Merah Bh ####### 909.16 127,282.40
- Semen Portland Kg 22.2000 1,754.14 38,942.00
- Pasir Pasang M3 0.1020 270,929.68 27,634.83
- Pekerja Oh 0.6500 53,480.00 34,762.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 248,034.46
Overhead & Profit 10 % 24,803.45
Jumlah Total 272,837.91
E-04
- Bata Merah Bh 70.0000 909.16 63,641.20
- Semen Portland Kg 14.3700 1,754.14 25,207.05
- Pasir Pasang M3 0.0400 270,929.68 10,837.19
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Batu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 126,505.66
Overhead & Profit 10 % 12,650.57
Jumlah Total 139,156.22
1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 3ps
1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 4ps
1 M2 Pasang Bata Merah Tebal 1 Bata, 1pc : 5ps
1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 3ps
No. VOLUMESATUANURAIAN
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-05
- Bata Merah Bh 70.0000 909.16 63,641.20
- Semen Portland Kg 11.5000 1,754.14 20,172.66
- Pasir Pasang M3 0.0430 270,929.68 11,649.98
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Batu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 122,284.05
Overhead & Profit 10 % 12,228.41
Jumlah Total 134,512.46
E-06
- Bata Merah Bh 70.0000 909.16 63,641.20
- Semen Portland Kg 9.6800 1,754.14 16,980.11
- Pasir Pasang M3 0.0450 270,929.68 12,191.84
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Batu Oh 0.1000 74,872.00 7,487.20- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 119,633.37
Overhead & Profit 10 % 11,963.34
Jumlah Total 131,596.71
E-07
- Roster / Terawang Bh 36.0000 7,380.24 265,688.64
- Semen Portland Kg 12.8000 1,754.14 22,453.04
- Pasir Pasang M3 0.0350 270,929.68 9,482.54
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 323,374.84
Overhead & Profit 10 % 32,337.48
Jumlah Total 355,712.33
E-08
- Roster / Terawang Bh 36.0000 7,380.24 265,688.64
- Semen Portland Kg 11.0000 1,754.14 19,295.58
- Pasir Pasang M3 0.0350 270,929.68 9,482.54
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 320,217.38
Overhead & Profit 10 % 32,021.74
Jumlah Total 352,239.12
1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 4ps
1 M2 Pasang Bata Merah Tebal 1/2 Bata, 1pc : 5ps
1 M2 Pasang Dinding Roster Beton 20 x 20 adk 1pc : 3ps
1 M2 Pasang Dinding Roster Beton 20 x 20 adk 1pc : 4ps
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-09
- Roster / Terawang Bh 36.0000 7,380.24 265,688.64
- Semen Portland Kg 12.8000 1,754.14 22,453.04
- Pasir Pasang M3 0.0350 270,929.68 9,482.54
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1000 74,872.00 7,487.20
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 323,374.84
Overhead & Profit 10 % 32,337.48
Jumlah Total 355,712.33
E-10
- Batako bh 13.0000 2,887.92 37,542.96
- PC kg 12.0000 1,754.14 21,049.73
- Pasir Pasang M3 0.0380 270,929.68 10,295.33
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1000 74,872.00 7,487.20- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 94,638.64
Overhead & Profit 10 % 9,463.86
Jumlah Total 104,102.50
E-11
- HB-20 Bh 10.0000 6,096.72 60,967.20
- PC (50 kg) Kg 13.5000 1,754.14 23,680.94
- Pasir Pasang m3 0.0480 270,929.68 13,004.62
- Besi angkur f8 mm Kg 1.9500 18,718.00 36,500.10
- Pekerja Oh 0.3500 53,480.00 18,718.00
- Tukang Batu Oh 0.1500 74,872.00 11,230.80
- Kepala Tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0170 90,916.00 1,545.57
Jumlah 166,930.76
Overhead & Profit 10 % 16,693.08
Jumlah Total 183,623.84
E-12
- HB-15 Bh 10.0000 6,952.40 69,524.00
- PC (50 kg) Kg 8.0000 1,754.14 14,033.15
- Pasir Pasang m3 0.0380 270,929.68 10,295.33
- Besi angkur f8 mm Kg 1.9000 18,718.00 35,564.20
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Batu Oh 0.1200 74,872.00 8,984.64
- Kepala Tukang Oh 0.0120 85,568.00 1,026.82
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 157,905.48
Overhead & Profit 10 % 15,790.55
Jumlah Total 173,696.02
1 M2 Pasang Dinding Roster/terawng (12 x 11 x 24) cm
1 M2 Pasang Dinding Batako Besar Pres uk. 8x20x30 adk. 1pc:4ps
1 M2 Pasang Dinding hollowblock (HB-20)
1 M2 Pasang Dinding hollowblock (HB-15)
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-13
- HB-10 Bh 10.0000 3,743.60 37,436.00
- PC (50 kg) Kg 8.0000 1,754.14 14,033.15
- Pasir Pasang m3 0.0270 270,929.68 7,315.10
- Besi angkur f8 mm Kg 1.9000 18,718.00 35,564.20
- Pekerja Oh 0.3200 53,480.00 17,113.60
- Tukang Batu Oh 0.1200 74,872.00 8,984.64
- Kepala Tukang Oh 0.0120 85,568.00 1,026.82
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 122,837.25
Overhead & Profit 10 % 12,283.72
Jumlah Total 135,120.97
E-14
- CB-20 Bh 10.0000 6,096.72 60,967.20
- PC (50 kg) Kg 14.0500 1,754.14 24,645.72
- Pasir beton M3 0.0040 253,174.32 1,012.70
- Pasir Pasang M3 0.0420 270,929.68 11,379.05- Besi angkur f8 mm Kg 3.8700 18,718.00 72,438.66
- Paku Biasa 2" - 5" kg 0.0060 21,926.80 131.56
- Kayu terentang M3 0.0010 2,763,097.68 2,763.10
- Kawat beton kg 0.0300 28,344.40 850.33
- Koral beton M3 0.0050 249,965.52 1,249.83
- Pekerja Oh 0.3700 53,480.00 19,787.60
- Tukang Batu Oh 0.1570 74,872.00 11,754.90
- Tukang Besi Oh 0.0070 85,568.00 598.98
- Kepala Tukang Oh 0.0164 85,568.00 1,403.32
- Mandor Oh 0.0185 90,916.00 1,681.95
Jumlah 210,664.89
Overhead & Profit 10 % 21,066.49
Jumlah Total 231,731.37
E-15
- CB-15 Bh 10.0000 6,952.40 69,524.00
- PC (50 kg) Kg 10.4600 1,754.14 18,348.35
- Pasir beton M3 0.0030 253,174.32 759.52
- Pasir Pasang M3 0.0320 270,929.68 8,669.75
- Besi angkur f8 mm Kg 0.8700 18,718.00 16,284.66
- Paku Biasa 2" - 5" kg 0.0040 21,926.80 87.71
- Kayu terentang M3 0.0010 2,763,097.68 2,763.10
- Kawat beton kg 0.0200 28,344.40 566.89
- Koral beton M3 0.0040 249,965.52 999.86
- Pekerja Oh 0.3400 53,480.00 18,183.20
- Tukang Batu Oh 0.1300 74,872.00 9,733.36
- Tukang Besi Oh 0.0070 85,568.00 598.98
- Kepala Tukang Oh 0.0137 85,568.00 1,172.28
- Mandor Oh 0.0170 90,916.00 1,545.57
Jumlah 149,237.22
Overhead & Profit 10 % 14,923.72
Jumlah Total 164,160.95
1 M2 Pasang Dinding hollowblock (HB-10)
1 M2 Pasang Dinding Conblock (CB-20)
1 M2 Pasang Dinding Conblock (CB-15)
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-16
- CB-10 Bh 10.0000 3,743.60 37,436.00
- PC (50 kg) Kg 10.4600 1,754.14 18,348.35
- Pasir beton M3 0.0030 253,174.32 759.52
- Pasir Pasang M3 0.0320 270,929.68 8,669.75
- Besi angkur f8 mm Kg 0.8700 18,718.00 16,284.66
- Paku Biasa 2" - 5" kg 0.0040 21,926.80 87.71
- Kayu terentang M3 0.0010 2,763,097.68 2,763.10
- Kawat beton kg 0.0200 28,344.40 566.89
- Koral beton M3 0.0040 249,965.52 999.86
- Pekerja Oh 0.3400 53,480.00 18,183.20
- Tukang Batu Oh 0.1300 74,872.00 9,733.36
- Tukang Besi Oh 0.0070 85,568.00 598.98
- Kepala Tukang Oh 0.0137 85,568.00 1,172.28
- Mandor Oh 0.0170 90,916.00 1,545.57
Jumlah 117,149.22
Overhead & Profit 10 % 11,714.92Jumlah Total 128,864.15
E-17
- Keramik Corak 10 x 20 cm m2 1.0000 64,176.00 64,176.00
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 183,074.23
Overhead & Profit 10 % 18,307.42
Jumlah Total 201,381.66
E-18
- Keramik 10 x 20 cm m2 1.0000 59,148.88 59,148.88
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 178,047.11
Overhead & Profit 10 % 17,804.71
Jumlah Total 195,851.82
1 M2 Pasang Dinding Conblock (CB-10)
1 M2 Dinding Keramik Corak 10 x 20 cm
1 M2 Dinding Keramik polos 10 x 20 cm
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-19
- Keramik 20 x 20 cm m2 1.0000 60,967.20 60,967.20
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 179,865.43
Overhead & Profit 10 % 17,986.54
Jumlah Total 197,851.98
E-20
- Keramik 20 x 20 cm m2 1.0000 59,148.88 59,148.88
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 178,047.11
Overhead & Profit 10 % 17,804.71
Jumlah Total 195,851.82
E-21
- Keramik 20 x 25 cm m2 1.0000 65,245.60 65,245.60
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 184,143.83
Overhead & Profit 10 % 18,414.38
Jumlah Total 202,558.22
E-22
- Keramik corak 20 x 25 cm m2 1.0000 71,342.32 71,342.32
- Semen abu-abu Kg 9.3000 1,754.14 16,313.54
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.6000 53,480.00 32,088.00
- Tukang batu Oh 0.4500 80,220.00 36,099.00
- Kepala tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 190,240.55
Overhead & Profit 10 % 19,024.06
Jumlah Total 209,264.61
1 M2 Dinding Keramik polos 20 x 20 cm
1 M2 Dinding Keramik corak 20 x 20 cm
1 M2 Dinding Keramik Corak 20 x 25 cm
1 M2 Dinding Keramik polos 20 x 25 cm
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-23
- Marmer M2 1.0000 623,897.68 623,897.68
- Paku pancing 60 x 230 Bh 2.0000 1,069.60 2,139.20
- Semen abu-abu Kg 12.4400 1,754.14 21,821.55
- Pasir pasang M3 0.0250 270,929.68 6,773.24
- Semen warna Kg 1.5000 15,295.28 22,942.92
- Pekerja Oh 0.7200 53,480.00 38,505.60
- Tukang batu Oh 0.6500 80,220.00 52,143.00
- Kepala tukang Oh 0.0650 85,568.00 5,561.92
- Mandor Oh 0.0350 90,916.00 3,182.06
Jumlah 776,967.17
Overhead & Profit 10 % 77,696.72
Jumlah Total 854,663.89
E-24
- Batu tempel hitam M2 1.0200 107,077.66 109,219.21
- Semen abu-abu Kg 11.7500 1,754.14 20,611.19
- Pasir pasang M3 0.0350 270,929.68 9,482.54- Pekerja Oh 0.6200 53,480.00 33,157.60
- Tukang batu Oh 0.3500 80,220.00 28,077.00
- Kepala tukang Oh 0.0350 85,568.00 2,994.88
- Mandor Oh 0.0300 90,916.00 2,727.48
Jumlah 206,269.90
Overhead & Profit 10 % 20,626.99
Jumlah Total 226,896.89
E-25
- Porselen M2 1.0000 64,924.72 64,924.72
- Semen abu-abu Kg 6.0000 1,754.14 10,524.86
- Pasir pasang M3 0.0180 270,929.68 4,876.73
- Semen warna Kg 1.0000 15,295.28 15,295.28
- Pekerja Oh 0.1500 53,480.00 8,022.00
- Tukang batu Oh 0.1500 80,220.00 12,033.00
- Kepala tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 118,323.86
Overhead & Profit 10 % 11,832.39
Jumlah Total 130,156.24
E-26
- Wall paper M2 1.0200 65,780.40 67,096.01
- Lem Kg 0.2000 42,035.28 8,407.06
- Pekerja Oh 0.3500 53,480.00 18,718.00
- Tukang batu Oh 0.1750 80,220.00 14,038.50
- Kepala tukang Oh 0.0170 85,568.00 1,454.66
- Mandor Oh 0.0020 90,916.00 181.83
Jumlah 109,896.05
Overhead & Profit 10 % 10,989.61
Jumlah Total 120,885.66
1 M2 Dinding Batu Tempel Hitam
1 M2 Dinding Marmer
1 M2 Wall paper
1 M2 Dinding Porselen (11 x 11) cm
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-27
- Kayu Balok Kamper Medan M3 0.0250 7,130,702.32 178,267.56
- Paku Biasa 2" - 5" Kg 0.1500 21,926.80 3,289.02
- Lem Kayu Ltr 0.5600 28,130.48 15,753.07
- Teakwood 120 x 240 x 0,4 cm Lbr 0.8600 155,092.00 133,379.12
- Pekerja Oh 0.1500 53,480.00 8,022.00
- Tukang Kayu Oh 0.4500 80,220.00 36,099.00
- Kepala Tukang Oh 0.0450 85,568.00 3,850.56
- Mandor Oh 0.0080 90,916.00 727.33
Jumlah 379,387.65
Overhead & Profit 10 % 37,938.77
Jumlah Total 417,326.42
E-28
- Kayu Balok Kamper Medan M3 0.0250 7,130,702.32 178,267.56
- Paku Biasa 2" - 5" Kg 0.1500 21,926.80 3,289.02
- Lem Kayu Ltr 0.5600 28,130.48 15,753.07
- Plywood 120 x 240 x 9 mm Lbr 0.8600 270,929.68 232,999.52- Pekerja Oh 0.2000 53,480.00 10,696.00
- Tukang Kayu Oh 0.6000 80,220.00 48,132.00
- Kepala Tukang Oh 0.0600 85,568.00 5,134.08
- Mandor Oh 0.0100 90,916.00 909.16
Jumlah 495,180.41
Overhead & Profit 10 % 49,518.04
Jumlah Total 544,698.45
E-29
- Kayu Balok Kamper Medan M3 0.0250 7,130,702.32 178,267.56
- Paku Biasa 2" - 5" Kg 0.1500 21,926.80 3,289.02
- Lem Kayu Ltr 0.5600 28,130.48 15,753.07
- Triplek (120x240x0,4) cm Lbr 0.8600 73,267.60 63,010.14
- Pekerja Oh 0.2000 53,480.00 10,696.00
- Tukang Kayu Oh 0.6000 80,220.00 48,132.00
- Kepala Tukang Oh 0.0600 85,568.00 5,134.08
- Mandor Oh 0.0100 90,916.00 909.16
Jumlah 325,191.02
Overhead & Profit 10 % 32,519.10
Jumlah Total 357,710.13
1 M2 Dinding Pemisah Plywood Rangkap, Rangka Kayu Kamper Medan
1 M2 Dinding Pemisah Teakwood Rangkap, Rangka Kayu Kamper Medan
1 M2 Dinding Pemisah Triplek 4 mm Rangkap, Rangka Kayu Kamper Medan
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-30
- Hollow 4/4 Zincromate Btg 0.4100 31,018.40 12,717.54
- Hollow 2/4 Zincromate Btg 0.1500 26,740.00 4,011.00
- GRC ( 120 x 240 x 4 ) mm Lbr 0.3640 74,123.28 26,980.87
- Paku GRC kg 0.1100 32,836.72 3,612.04
- Ramset / dina bolt Bh 3.5000 6,952.40 24,333.40
- Cotton plaster Bh 0.0720 28,130.48 2,025.39
- Compoun Zak 0.1250 75,406.80 9,425.85
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Tukang kayu Oh 0.0500 80,220.00 4,011.00
- Kepala tukang Oh 0.0050 85,568.00 427.84
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 93,347.52
Overhead & Profit 10 % 9,334.75
Jumlah Total 102,682.27
E-31
- Hollow 4/4 Zincromate Btg 0.4100 31,018.40 12,717.54- Hollow 2/4 Zincromate Btg 0.1500 26,740.00 4,011.00
- Plywood 120 x 240, 9 mm Lbr 0.3640 270,929.68 98,618.40
- Paku kg 0.1100 21,926.80 2,411.95
- Ramset / dina bolt Bh 3.5000 6,952.40 24,333.40
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Tukang kayu Oh 0.0500 80,220.00 4,011.00
- Kepala tukang Oh 0.0050 85,568.00 427.84
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 152,333.72
Overhead & Profit 10 % 15,233.37
Jumlah Total 167,567.09
E-32
- Hollow 4/4 Zincromate Btg 0.4100 31,018.40 12,717.54
- Hollow 2/4 Zincromate Btg 0.1500 26,740.00 4,011.00
- Teakwood ( 120 x 240 x 4 ) mm Lbr 0.3640 155,092.00 56,453.49
- Paku kg 0.1100 21,926.80 2,411.95
- Ramset / dina bolt Bh 3.5000 6,952.40 24,333.40
- Pekerja Oh 0.1000 53,480.00 5,348.00
- Tukang kayu Oh 0.0500 80,220.00 4,011.00
- Kepala tukang Oh 0.0050 85,568.00 427.84
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 110,168.80
Overhead & Profit 10 % 11,016.88
Jumlah Total 121,185.68
1 M2 Dinding Pemisah GRC t = 4 mm + rangka besi hollow
1 M2 Dinding Pemisah teakwood t = 4 mm + rangka besi hollow
1 M2 Dinding Pemisah Plywood t = 4 mm + rangka besi hollow
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HARGA SATUAN HARGA
(Rp) (Rp)No. VOLUMESATUANURAIAN
E-33
- Glass block 20 x 20 Bh 35.0000 23,638.16 827,335.60
- Semen Portland Kg 10.0000 1,754.14 17,541.44
- Pasir Pasang M3 0.0350 270,929.68 9,482.54
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1000 80,220.00 8,022.00
- Kepala Tukang Oh 0.0100 85,568.00 855.68
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 880,645.00
Overhead & Profit 10 % 88,064.50
Jumlah Total 968,709.50
E-34
- Bilik bambu M2 1.2000 26,740.00 32,088.00
- Kayu kaso 5/7 M3 0.0140 3,137,457.68 43,924.41
- Paku Kg 0.0112 21,926.80 245.58
- List kayu 2/4 m3 0.0030 6,214,376.00 18,643.13
- Pekerja Oh 0.1000 53,480.00 5,348.00- Tukang Batu Oh 0.0500 80,220.00 4,011.00
- Kepala Tukang Oh 0.0050 85,568.00 427.84
- Mandor Oh 0.0020 90,916.00 181.83
Jumlah 104,869.79
Overhead & Profit 10 % 10,486.98
Jumlah Total 115,356.77
1 M2 Pasang Dinding anyaman bambu, rangka kayu
1 M2 Pasang Dinding Glass Block 20 x 20 adk 1pc : 4ps
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F. ANALISA HARGA SATUAN PEKERJAAN PLESTERAN
HARGA SATUAN HARGA
(Rp) (Rp)
F-01
- Semen Portland Kg 7.5000 1,754.14 13,156.08
- Pasir Pasang M3 0.0170 270,929.68 4,605.80
- Pekerja Oh 0.2000 53,480.00 10,696.00- Tukang Batu Oh 0.1500 74,872.00 11,230.80
- Kepala Tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0100 90,916.00 909.16
Jumlah 41,881.36
Overhead & Profit 10 % 4,188.14
Jumlah Total 46,069.50
F-02
- Semen Portland Kg 5.5000 1,754.14 9,647.79
- Pasir Pasang M3 0.0190 270,929.68 5,147.66
- Pekerja Oh 0.2000 53,480.00 10,696.00
- Tukang Batu Oh 0.1500 74,872.00 11,230.80
- Kepala Tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0100 90,916.00 909.16Jumlah 38,914.94
Overhead & Profit 10 % 3,891.49
Jumlah Total 42,806.43
F-03
- Semen Portland Kg 4.5000 1,754.14 7,893.65
- Pasir Pasang M3 0.0200 270,929.68 5,418.59
- Pekerja Oh 0.2000 53,480.00 10,696.00
- Tukang Batu Oh 0.1500 74,872.00 11,230.80
- Kepala Tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0100 90,916.00 909.16
Jumlah 37,431.72
Overhead & Profit 10 % 3,743.17
Jumlah Total 41,174.89F-04
- Semen Portland Kg 9.5000 1,754.14 16,664.37
- Pasir Pasang M3 0.0260 270,929.68 7,044.17
- Pekerja Oh 0.2500 53,480.00 13,370.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0125 90,916.00 1,136.45
Jumlah 54,900.75
Overhead & Profit 10 % 5,490.07
Jumlah Total 60,390.82
F-05
- Semen Portland Kg 6.0000 1,754.14 10,524.86
- Pasir Pasang M3 0.0280 270,929.68 7,586.03- Pekerja Oh 0.2500 53,480.00 13,370.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0125 90,916.00 1,136.45
Jumlah 49,303.11
Overhead & Profit 10 % 4,930.31
Jumlah Total 54,233.42
1 M2 Plesteran adk. 1pc : 4ps Tebal 15 mm
VOLUMESATUANURAIANNo.
1 M2 Plesteran adk. 1pc : 3ps Tebal 20 mm
1 M2 Plesteran adk. 1pc : 4ps Tebal 20 mm
1 M2 Plesteran adk. 1pc : 2ps Tebal 15 mm
1 M2 Plesteran adk. 1pc : 3ps Tebal 15 mm
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
F-06
- Semen Portland Kg 5.0000 1,754.14 8,770.72
- Pasir Pasang M3 0.0260 270,929.68 7,044.17
- Pekerja Oh 0.2500 53,480.00 13,370.00
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36- Mandor Oh 0.0125 90,916.00 1,136.45
Jumlah 47,007.10
Overhead & Profit 10 % 4,700.71
Jumlah Total 51,707.81
F-07
- Semen Portland Kg 4.5000 1,754.14 7,893.65
- Pasir Pasang M3 0.0230 270,929.68 6,231.38
- Pekerja Oh 0.1500 53,480.00 8,022.00
- Tukang Batu Oh 0.0700 74,872.00 5,241.04
- Kepala Tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0080 90,916.00 727.33
Jumlah 28,714.37
Overhead & Profit 10 % 2,871.44Jumlah Total 31,585.81
F-08
- Semen Portland Kg 8.0000 1,754.14 14,033.15
- Pasir Pasang M3 0.0180 270,929.68 4,876.73
- Pekerja Oh 0.2600 53,480.00 13,904.80
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0130 90,916.00 1,181.91
Jumlah 50,682.35
Overhead & Profit 10 % 5,068.24
Jumlah Total 55,750.59
F-09
- Semen Portland Kg 5.5000 1,754.14 9,647.79- Pasir Pasang M3 0.0210 270,929.68 5,689.52
- Pekerja Oh 0.2600 53,480.00 13,904.80
- Tukang Batu Oh 0.2000 74,872.00 14,974.40
- Kepala Tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0130 90,916.00 1,181.91
Jumlah 47,109.78
Overhead & Profit 10 % 4,710.98
Jumlah Total 51,820.76
1 M2 Plesteran Beton adk. 1pc : 3ps Tebal 15 mm
1 M2 Plesteran Beton adk. 1pc : 2ps Tebal 15 mm
1 M2 Plesteran adk. 1pc:5ps tebal 20 mm
1 M2 Berapen adk. 1pc : 5ps Tebal 15 mm
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
F-10
- Semen Portland Kg 0.5000 1,754.14 877.07
- Pasir Pasang M3 0.0130 270,929.68 3,522.09
- Pekerja Oh 0.0800 53,480.00 4,278.40
- Tukang Batu Oh 0.3700 74,872.00 27,702.64
- Kepala Tukang Oh 0.0400 85,568.00 3,422.72- Mandor Oh 0.0040 90,916.00 363.66
Jumlah 40,166.58
Overhead & Profit 10 % 4,016.66
Jumlah Total 44,183.24
F-11
- Semen Portland Kg 3.0000 1,754.14 5,262.43
- Pekerja Oh 0.1430 53,480.00 7,647.64
- Tukang batu Oh 0.1070 74,872.00 8,011.30
- Kepala Tukang Oh 0.0105 85,568.00 898.46
- Mandor Oh 0.0105 90,916.00 954.62
Jumlah 22,774.46
Overhead & Profit 10 % 2,277.45
Jumlah Total 25,051.90F-12
- Semen Portland Kg 5.0000 1,754.14 8,770.72
- Pasir Pasang M3 0.0120 270,929.68 3,251.16
- Pekerja Oh 0.3000 53,480.00 16,044.00
- Tukang Batu Oh 0.1500 74,872.00 11,230.80
- Kepala Tukang Oh 0.0150 85,568.00 1,283.52
- Mandor Oh 0.0150 90,916.00 1,363.74
Jumlah 41,943.94
Overhead & Profit 10 % 4,194.39
Jumlah Total 46,138.33
F-13
- Semen Portland Kg 3.0000 1,754.14 5,262.43
- Semen Portland M3 0.0160 270,929.68 4,334.87- Pekerja Oh 0.1500 53,480.00 8,022.00
- Tukang Batu Oh 0.0700 74,872.00 5,241.04
- Kepala Tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0080 90,916.00 727.33
Jumlah 24,186.65
Overhead & Profit 10 % 2,418.67
Jumlah Total 26,605.32
1 M2 Plesteran Siar adk. 1pc : 2ps dinding bata merah
1 M2 Acian Plesteran
1 M2 Plesteran Siar adk. 1pc : 2ps batu belah
1 M2 Plesteran Skoning adk. 1pc : 2ps, tebal 10mm
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G. ANALISA HARGA SATUAN PEKERJAAN PENUTUP ATAP
HARGA SATUAN HARGA
(Rp) (Rp)
G-01
- Genteng palentong Bh 25.0000 2,139.20 53,480.00
- Pekerja Oh 0.1500 53,480.00 8,022.00
- Tukang kayu Oh 0.0500 80,220.00 4,011.00- Kepala tukang Oh 0.0050 85,568.00 427.84
- Mandor Oh 0.0050 90,916.00 454.58
Jumlah 66,395.42
Overhead & Profit 10 % 6,639.54
Jumlah Total 73,034.96
G-02
- Genteng bubung palentong Bh 4.0000 6,952.40 27,809.60
- Semen Portland Kg 8.0000 1,754.14 14,033.15
- Pasir pasang M3 0.0320 270,929.68 8,669.75
- Pekerja Oh 0.4000 53,480.00 21,392.00
- Tukang kayu Oh 0.2000 80,220.00 16,044.00
- Kepala tukang Oh 0.0200 85,568.00 1,711.36
- Mandor Oh 0.0020 90,916.00 181.83
Jumlah 89,841.69
Overhead & Profit 10 % 8,984.17
Jumlah Total 98,825.86
G-03
- Roof light fibreglass Lbr 0.5500 123,004.00 67,652.20
- Paku biasa " - 1" Kg 0.0500 21,926.80 1,096.34
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0670 80,220.00 5,374.74
- Kepala tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 82,845.87
Overhead & Profit 10 % 8,284.59
Jumlah Total 91,130.45
G-04
- Asbes gelombang Lbr 0.3300 94,124.80 31,061.18
- Paku seng Kg 0.1200 21,926.80 2,631.22
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0700 80,220.00 5,615.40
- Kepala tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 48,030.39
Overhead & Profit 10 % 4,803.04
Jumlah Total 52,833.43
G-05
- Asbes gelombang Lbr 0.3800 78,080.80 29,670.70
- Paku seng Kg 0.1200 21,926.80 2,631.22
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0700 80,220.00 5,615.40
- Kepala tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 46,639.91
Overhead & Profit 10 % 4,663.99
Jumlah Total 51,303.90
VOLUMESATUANURAIANNo.
1 M2 Pasang Atap Genteng Palentong
1 M2 Pasang Roof Light Fibreglass ( 180 x 90 ) cm
1 M2 Pasang Genteng Bubung Palentong
1 M2 Pasang Atap Asbes Gelombang ( 2,70 x 1,05 m ) x 4 mm
1 M2 Pasang Atap Asbes Gelombang ( 3,00 x 1,05 m ) x 4 mm
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HARGA SATUAN HARGA
(Rp) (Rp)VOLUMESATUANURAIANNo.
G-06
- Asbes gelombang Lbr 0.4000 74,123.28 29,649.31
- Paku seng Kg 0.1200 21,926.80 2,631.22
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0670 80,220.00 5,374.74
- Kepala tukang Oh 0.0070 85,568.00 598.98- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 46,377.86
Overhead & Profit 10 % 4,637.79
Jumlah Total 51,015.64
G-07
- Asbes gelombang Lbr 0.4500 63,427.28 28,542.28
- Paku seng Kg 0.1200 21,926.80 2,631.22
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0670 80,220.00 5,374.74
- Kepala tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 45,270.82
Overhead & Profit 10 % 4,527.08
Jumlah Total 49,797.90
G-08
- Asbes gelombang Lbr 0.7500 50,271.20 37,703.40
- Paku seng Kg 0.1200 21,926.80 2,631.22
- Pekerja Oh 0.1400 53,480.00 7,487.20
- Tukang kayu Oh 0.0670 80,220.00 5,374.74
- Kepala tukang Oh 0.0070 85,568.00 598.98
- Mandor Oh 0.0070 90,916.00 636.41
Jumlah 54,431.94
Overhead & Profit 10 % 5,443.19
Jumlah Total 59,875.14
G-09
- Nok stel gelombang Lbr 2.0000 41,072.64 82,145.28
- Paku sekrup 3,5" Bh 7.0000 4,599.28 32,194.96
- Pekerja Oh 0.0840 53,480.00 4,492.32
- Tukang kayu Oh 0.1250 80,220.00 10,027.50
- Kepala tukang Oh 0.0130 85,568.00 1,112.38
- Mandor Oh 0.0040 90,916.00 363.66
Jumlah 130,336.11
Overhead & Profit 10 % 13,033.61
Jumlah Total 143,369.72
G-10
- Genteng beton bh 10.0000 13,370.00 133,700.00
- Paku
