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T I M E S C H E D U L EPROGRAM : PROGRAM PEMBANGUNAN JALAN DAN JEMBATANKEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARAKODE REKENING : 1.03.1.03.01.15.420SUMBER DANA : APBD KOTA SEMARANG T.A. 2015
KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA
1 0.10432 0.1043
1 2.8114
2 8.3842
3 41.4653
4 2.4087
5 0.5334
6 10.9365
7 4.4206
1 0.5792
2 3.1253
3 12.8413
1 6.6806
2 1.1738
3 0.6577
4 3.5595
5 0.0418
6 0.1722
100.00
NO. URAIAN
BOBOT ( % )
PENINGKATAN JALAN KOKROSONO TAHAP IIII PEKERJAAN PENDAHULUAN
PengukuranAdministrasi & Dokumentasi
II PEKERJAAN JALAN BETONBaja tulangan polos U-24 atau Ulir U-32Beton K-100 readymixPerkerasan jalan beton K-350 untuk beban berat, t=25 cm termasuk bekistingBaja tulangan DowelBaja tulangan tie barPenghampar LPA (lapis pondasi agregat kelas A)Penghampar LPB (lapis pondasi agregat kelas B)
III PEKERJAAN JALAN BETON
PEKERJAAN LANJUTAN (STA 0+000 S/D 0+800Perataan jalan dengan AC-WCL (Asphalt concrete wearing course levelling)Penghampar AC-WC (Asphalt concrete wearing course) tebal 4,0 cm
IV PEKERJAAN BAHU JALANPasang batu belah 1:4Plesteran 1:4 tebal 15 mmAcianUrugan setempat sirtuPembersihan rumput dan tanaman di bahu jalan (manual)Galian tanah biasa dibuang ke luar lokasi pekerjaan (manual)
RENC. KEMAJUAN PEKERJAAN MINGGUANRENC. KEMAJUAN PEKERJAAN MINGGUAN KOMULATIF
0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.00470.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047
Rp 881,262,061.95 0.2163 0.2163 0.2163 0.2163 0.2163
1.0480 1.0480 1.0480 1.0480 1.0480 1.0480 1.0480 1.0480
2.9618 2.9618 2.9618 2.9618 2.9618
0.1853 0.1853 0.1853 0.1853 0.1853 0.1853
0.0410 0.0410 0.0410 0.0410 0.0410 0.0410
0.9942 0.9942 0.9942 0.9942 0.9942 0.9942 0.9942 0.9942
0.5526 0.5526 0.5526 0.5526 0.5526 0.5526 0.5526 0.5526
0.0579
1.2841
0.7423 0.7423 0.7423 0.7423 0.7423 0.7423 0.7423 0.7423 0.7423
0.1467 0.1 0.1467 0.1467 0.1467 0.1467
0.0822 0.0822 0.0822 0.0822
0.3559 0.3559 0.3559 0.3559 0.3559 0.3559
0.0070 0.0070 0.0070 0.0070 070 0.0070
0.0287 0.0287 0.0287 0287 0.0287 0.0287
0.0451 0.0451 0.5977 1.3400 3.3822 3.3822 4.2918 7.2537 7.3359 7.3359 6.7833 8.12530.0451 0.0903 0.6880 2.0280 5.4102 8.7925 13.0843 20.3380 27.6738 35.0097 41.7930 49.9183
BULAN 1 BULAN 2 BULAN 3MINGGU 1 MINGGU 2 MINGGU 3 MINGGU 4 MINGGU 5 MINGGU 6 MINGGU 7 MINGGU 8 MINGGU 9 MINGGU 10 MINGGU 11 MINGGU 12
1-7 8-14 15-21 22-28 29-35 36-42 43-49 50-56 57-63 64-70 71-77 78-84
0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.005 0.0050.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.0047 0.005 0.0047 0.0047
0.2163 0.2163 0.2163 0.2163 0.2163 0.2163 0.2163
2.9618 2.9618 2.9618 ### 2.9618 2.9618 2.9618 2.9618 2.9618
0.1853 0.1853 0.185 0.1853 0.1853 0.1853 0.1853
0.0410 0.0410 0.0410 0.0410 0.0410 0.0410 0.0410
0.9942 0.994 0.9942
0.0579 0.0579 0.0579 0.0579 0.0579 0.0579 0.0579 0.0579 0.0579
0.4465 0.4465 0.4465 0.4465 0.4465 0.4465 0.4465
1.2841 1.2841 1.2841 1.2841 1.2841 1.2841 1.2841 1.2841 1.2841
0.1467 0.1467
0.0822 0.0822 0.0822 0.0822
0.3559 0.3559 0.3559 0.3559
6.3350 6.3350 6.6348 5.6406 5.2024 5.2024 5.2024 4.7598 4.7598 0.009556.2534 62.5884 69.2232 74.8637 80.0661 85.2685 90.4709 95.2307 99.9905 100.0000
BULAN 4 BULAN 5 BULAN 6MINGGU 13 MINGGU 14 MINGGU 15 MINGGU 16 MINGGU 17 MINGGU 18 MINGGU 19 MINGGU 20 MINGGU 21 MINGGU 22
85-91 92-98 99-105 106-112 113-119 120-126 127-133 134-140 141-147 148-150
KETERANGAN
WAKTU PELAKSANAAN
50 HARI KALENEDER
WAKTU PEMELIHARAAN
180 HARI KALENDER
Semarang, 20 Februari 2015PT. MERDEKA SURYATAMA
ttd
Ir. ARDONO ARDANTODirektur Utama
1 4,250,000.00 4,250,000.00
2 4,250,000.00 4,250,000.00
1 11,719.95 114,566,027.24
2 883,167.34 341,653,285.48
3 1,220,020.73 1,689,704,303.71
4 17,879.90 98,154,365.59
5 17,424.17 21,735,077.66
6 403,202.91 445,660,176.42
7 375,513.71 180,137,681.82
1 14,199.24 23,602,686.69
2 1,276,992.53 127,354,465.02
3 117,327.83 523,282,103.96
1 791,377.13 272,233,731.00
2 47,889.60 47,832,132.48
3 26,833.13 26,800,925.25
4 178,806.65 145,047,954.48
5 1,091.20 1,702,272.00
6 85,766.12 7,015,668.62
RENCANA ANGGARAN BIAYA (RAB)PROGRAM : PEMBANGUNAN JALAN DAN JEMBATAN
KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA
KODE REKENING : 1.03.1.03.01.15.420
SUMBER DANA : APBD KOTA SEMARANG T.A. 2015
NO. URAIAN VOLUME HARGA SATUAN ( RP )
JUMLAH HARGA ( RP )
I PEKERJAAN PENDAHULUAN
Pengukuran 1,00 ls
Administrasi & Dokumentasi 1,00 ls
II PEKERJAAN JALAN BETON
Baja tulangan polos U-24 atau Ulir U-32 9.775,30 kg
Beton K-100 readymix 386,85 m3
Perkerasan jalan beton K-350 untuk beban berat, 1.384,98 m3
t=25 cm termasuk bekisting
Baja tulangan Dowel 5.489,65 kg
Baja tulangan tie bar 1.247,41 kg
Penghampar LPA (lapis pondasi agregat kelas A) 1.105,30 m3
Penghampar LPB (lapis pondasi agregat kelas B) 479,71 m3
III PEKERJAAN LANJUTAN (STA 0+000 S/D 0+800
Lapis perekat (tack coat) - aspal drum 1.662,25 liter
Perataan jalan dengan AC-WCL (Asphalt concrete 99,73 ton
wearing course levelling)
Penghampar AC-WC (Asphalt concrete wearing 4.460,00 m2
course) tebal 4,0 cm
IV PEKERJAAN BAHU JALAN
Pasang batu belah 1:4 344,00 m3
Plesteran 1:4 tebal 15 mm 998,80 m2
Acian 998,80 m2
Urugan setempat sirtu 811,20 m3
Pembersihan rumput dan tanaman di bahu jalan 1.560,00 m2
(manual)
Galian tanah biasa dibuang ke luar lokasi pekerjaan 81,80 m3
(manual)
JUMLAH KONTRUKSI :
PPN 10 % :
JUMLAH BIAYA :
JUMLAH BIAYA DIBULATKAN :
Terbilang : Empat Milyar Empat Ratus Delapan Puluh Dua Juta Empat Ratus Delapan Puluh Satu Ribu Rupiah
Semarang, 20 Februari 2015
PT. MERDEKA SURYATAMA
Ir. Ardono Ardanto
Direktur Utama
8,500,000.00
2,891,610,917.92
674,239,255.67
500,632,683.83
4,074,982,857.41
407,498,285.74
4,482,481,143.16
4,482,481,000.00
KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA
HARGA SEMUA ( RP )
Empat Milyar Empat Ratus Delapan Puluh Dua Juta Empat Ratus Delapan Puluh Satu Ribu Rupiah
KeteranganBulan 1 Bulan 2 Bulan 3 Bulan 4 Bulan 5 Bulan 6
FHO JumlahMinggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 Minggu 3 Minggu 4 Minggu 1 Minggu 2 minggu 3 minggu 4 minggu 1 minggu 2
PENERIMAAN
Uang Muka
mc Rp 82,640,027.75 Rp 746,128,794.66 Rp 1,205,394,525.74 Rp 1,016,520,525.80 Rp 829,951,117.59 Rp 600,305,906.59 Rp 4,480,940,898
Retensi 5% Rp 4,132,001.39 Rp 37,306,439.73 Rp 60,269,726.29 Rp 50,826,026.29 Rp 41,497,555.88 Rp 30,015,295.33 Rp 224,047,045
Pembayaran Retensi Rp 224,047,045 Rp 224,047,045
Jumlah Penerimaan Rp 78,508,026.36 Rp 708,822,354.92 Rp 1,145,124,799.45 Rp 965,694,499.51 Rp 788,453,561.71 Rp 570,290,611.26 Rp 224,047,044.91 Rp 4,480,940,898.12
PENGELUARAN
Tenaga Rp 1,191,883.64 Rp 1,191,883.64 Rp 1,211,311.89 Rp 5,576,289.67 Rp 8,291,529.64 Rp 8,258,973.53 Rp 14,649,582.53 Rp 16,869,111.91 Rp 19,316,171.91 Rp 19,316,171.91 Rp 19,296,743.66 Rp 19,416,553.17 Rp 12,368,891.53 Rp 12,368,891.53 Rp 8,738,414.36 Rp 8,738,414.36 Rp 5,503,192.44 Rp 5,503,192.44 Rp 5,503,192.44 Rp 2,765,815.36 Rp 2,765,815.36 Rp 386,363.64 Rp 199,228,390.54
Alat Rp - Rp - Rp - Rp 48,947,910.79 Rp - Rp - Rp - Rp 451,869,816.99 Rp - Rp - Rp - Rp 789,721,489.87 Rp - Rp - Rp - Rp 660,471,100.64 Rp - Rp - Rp - Rp 646,950,702.34 Rp - Rp 469,759,874.38 Rp 3,067,720,895.00
Bahan Rp - Rp - Rp - Rp 17,148,514.20 Rp - Rp - Rp - Rp 68,006,126.88 Rp - Rp - Rp - Rp 81,560,892.41 Rp - Rp - Rp - Rp 111,070,093.73 Rp - Rp - Rp - Rp 88,415,416.84 Rp - Rp 64,692,077.05 Rp 430,893,121.12
Pengeluaran Rp 1,191,883.64 Rp 1,191,883.64 Rp 1,211,311.89 Rp 71,672,714.65 Rp 8,291,529.64 Rp 8,258,973.53 Rp 14,649,582.53 Rp 536,745,055.78 Rp 19,316,171.91 Rp 19,316,171.91 Rp 19,296,743.66 Rp 890,698,935.45 Rp 12,368,891.53 Rp 12,368,891.53 Rp 8,738,414.36 Rp 780,279,608.73 Rp 5,503,192.44 Rp 5,503,192.44 Rp 5,503,192.44 Rp 738,131,934.54 Rp 2,765,815.36 Rp 534,838,315.07 Rp 3,697,842,406.67
Net Cash Flow Rp (1,191,883.64) Rp (1,191,883.64) Rp (1,211,311.89) Rp 6,835,311.71 Rp (8,291,529.64) Rp (8,258,973.53) Rp (14,649,582.53) Rp 172,077,299.14 Rp (19,316,171.91) Rp (19,316,171.91) Rp (19,296,743.66) Rp 254,425,864.00 Rp (12,368,891.53) Rp (12,368,891.53) Rp (8,738,414.36) Rp 185,414,890.77 Rp (5,503,192.44) Rp (5,503,192.44) Rp (5,503,192.44) Rp 50,321,627.18 Rp (2,765,815.36) Rp 35,452,296.19 Rp 783,098,491.45
Saldo Kas Awal Rp 26,808,116.36 Rp 25,616,232.73 Rp 24,404,920.84 Rp 31,240,232.54 Rp 22,948,702.90 Rp 14,689,729.38 Rp 40,146.84 Rp 172,117,445.98 Rp 152,801,274.07 Rp 133,485,102.16 Rp 114,188,358.51 Rp 368,614,222.50 Rp 356,245,330.97 Rp 343,876,439.44 Rp 335,138,025.08 Rp 520,552,915.86 Rp 515,049,723.41 Rp 509,546,530.97 Rp 504,043,338.53 Rp 554,364,965.71 Rp 551,599,150.35 Rp 587,051,446.55
Surplus (Devisit) Rp (1,191,883.64) Rp 25,616,232.73 Rp 24,404,920.84 Rp 31,240,232.54 Rp 22,948,702.90 Rp 14,689,729.38 Rp 40,146.84 Rp 172,117,445.98 Rp 152,801,274.07 Rp 133,485,102.16 Rp 114,188,358.51 Rp 368,614,222.50 Rp 356,245,330.97 Rp 343,876,439.44 Rp 335,138,025.08 Rp 520,552,915.86 Rp 515,049,723.41 Rp 509,546,530.97 Rp 504,043,338.53 Rp 554,364,965.71 Rp 551,599,150.35 Rp 587,051,446.55 Rp 811,098,491.45 Rp 6,647,520,843.15
Saldo Kas mInimum Rp -
Modal (Equity) Rp 28,000,000.00 Rp 28,000,000.00
Realisasi Pinjaman Rp -
Pelunasan Pinjaman Rp - Rp -
*Bunga Pinjaman Rp - Rp -
Saldo Kas ? Bank Akhir Rp 26,808,116.36 Rp 25,616,232.73 Rp 24,404,920.84 Rp 31,240,232.54 Rp 22,948,702.90 Rp 14,689,729.38 Rp 40,146.84 Rp 172,117,445.98 Rp 152,801,274.07 Rp 133,485,102.16 Rp 114,188,358.51 Rp 368,614,222.50 Rp 356,245,330.97 Rp 343,876,439.44 Rp 335,138,025.08 Rp 520,552,915.86 Rp 515,049,723.41 Rp 509,546,530.97 Rp 504,043,338.53 Rp 554,364,965.71 Rp 551,599,150.35 Rp 587,051,446.55 Rp 811,098,491.45 Rp 6,675,520,843.15
keuntungan Rp 783,098,491.45
Pinjaman Komulatif
NO. URAIAN
PENINGKATAN JALAN KOKROSONO TAHAP IIII PEKERJAAN PENDAHULUAN
1 Pengukuran
tenaga
bahan
alat
2 Administrasi & Dokumentasi
tenaga
bahan
alat
II PEKERJAAN JALAN BETON1 Baja tulangan polos U-24 atau Ulir U-32
tenaga
bahan
alat
2 Beton K-100 readymix
tenaga
bahan
alat
3
tenaga
bahan
alat
4 Baja tulangan Dowel
tenaga
bahan
alat
5 Baja tulangan tie bar
Perkerasan jalan beton K-350 untuk beban berat, t=25 cm termasuk bekisting
tenaga
bahan
alat
6 Penghampar LPA (lapis pondasi agregat kelas A)
tenaga
bahan
alat
7 Penghampar LPB (lapis pondasi agregat kelas B)
tenaga
bahan
alat
PEKERJAAN JALAN BETON
1 PEKERJAAN LANJUTAN (STA 0+000 S/D 0+800
tenaga
bahan
alat
2
tenaga
bahan
alat
3
tenaga
bahan
alat
PEKERJAAN BAHU JALAN
1 Pasang batu belah 1:4
tenaga
bahan
alat
2 Plesteran 1:4 tebal 15 mm
tenaga
bahan
alat
III
Perataan jalan dengan AC-WCL (Asphalt concrete wearing course levelling)
Penghampar AC-WC (Asphalt concrete wearing course) tebal 4,0 cm
IV
3 Acian
tenaga
bahan
alat
4 Urugan setempat sirtu
tenaga
bahan
alat
5
tenaga
bahan
alat
6
tenaga
bahan
alat
RENC. BIAYA PEKERJAAN MINGGUAN
Pembersihan rumput dan tanaman di bahu jalan (manual)
Galian tanah biasa dibuang ke luar lokasi pekerjaan (manual)
RENC. BIAYA PEKERJAAN MINGGUAN KOMULATIF
BOBOT ( % )BULAN 1
harga MINGGU 1 MINGGU 21-7 8-14
0.1043 4,250,000.00 193,181.8182 193,181.8182
193,181.8182 193,181.8182
0.0000 0.0000
0.0000 0.0000
0.1043 4,250,000.00 193,181.8182 193,181.8182
193,181.8182 193,181.8182
0.0000 0.0000
0.0000 0.0000
2.8114 114,566,027.24
8.3842 341,653,285.48
41.4653 1,689,704,303.71
2.4087 98,154,365.59
0.5334 21,735,077.66
10.9365 445,660,176.42
4.4206 180,137,681.82
0.5792 23,602,686.69
3.1253 127,354,465.02
12.8413 523,282,103.96
6.6806 272,233,731.00
1.1738 47,832,132.48
0.6577 26,800,925.25
3.5595 145,047,954.48
0.0418 1,702,272.00 257,920.0000 257,920.0000
253,370.0000 253,370.0000
0.0000 0.0000
4,550.0000 4,550.0000
0.1722 7,015,668.62 1,062,980.0933 1,062,980.0933
552,150.0000 552,150.0000
0.0000 0.0000
510,830.0933 510,830.0933
100.00 4,074,982,857.42 1,707,263.7297 1,707,263.72971,707,263.7297 3,414,527.4594
BULAN 1 BULAN 2MINGGU 3 MINGGU 4 MINGGU 5
15-21 22-28 29-35
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
38,824,236.9863
2,682,683.8594
35,880,337.5000
261,215.6269
36,831,419.5391
32,556.1091
26,557,947.4364
10,240,915.9936
20,470,191.1164 20,470,191.1164 20,470,191.1164
19,428.2550 19,428.2550 19,428.2550
14,339,371.3925 14,339,371.3925 14,339,371.3925
6,111,391.4689 6,111,391.4689 6,111,391.4689
27,498,356.6667 27,498,356.6667
4,364,977.7778 4,364,977.7778
20,269,168.0000 20,269,168.0000
2,864,210.8889 2,864,210.8889
257,920.0000 257,920.0000 257,920.0000
253,370.0000 253,370.0000 253,370.0000
0.0000 0.0000 0.0000
4,550.0000 4,550.0000 4,550.0000
1,062,980.0933 1,062,980.0933 1,062,980.0933
552,150.0000 552,150.0000 552,150.0000
0.0000 0.0000 0.0000
510,830.0933 510,830.0933 510,830.0933
22,177,454.8461 49,675,811.5127 125,331,468.038125,591,982.3055 75,267,793.8182 200,599,261.8563
BULAN 2MINGGU 6 MINGGU 7 MINGGU 8
36-42 43-49 50-56
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
8,011,610.2962 8,011,610.2962
742,170.8538 742,170.8538
7,269,439.4423 7,269,439.4423
0.0000 0.0000
38,824,236.9863 38,824,236.9863 38,824,236.9863
2,682,683.8594 2,682,683.8594 2,682,683.8594
35,880,337.5000 35,880,337.5000 35,880,337.5000
261,215.6269 261,215.6269 261,215.6269
109,721,058.6825
2,219,529.3771
106,178,358.9842
1,323,170.3211
6,863,941.6494 6,863,941.6494
1,625,780.9615 1,625,780.9615
4,182,458.7648 4,182,458.7648
1,055,701.9231 1,055,701.9231
1,519,935.5009 1,519,935.5009
369,425.2692 369,425.2692
910,623.6932 910,623.6932
239,886.5385 239,886.5385
36,831,419.5391 36,831,419.5391 36,831,419.5391
32,556.1091 32,556.1091 32,556.1091
26,557,947.4364 26,557,947.4364 26,557,947.4364
10,240,915.9936 10,240,915.9936 10,240,915.9936
20,470,191.1164 20,470,191.1164 20,470,191.1164
19,428.2550 19,428.2550 19,428.2550
14,339,371.3925 14,339,371.3925 14,339,371.3925
6,111,391.4689 6,111,391.4689 6,111,391.4689
27,498,356.6667 27,498,356.6667 27,498,356.6667
4,364,977.7778 4,364,977.7778 4,364,977.7778
20,269,168.0000 20,269,168.0000 20,269,168.0000
2,864,210.8889 2,864,210.8889 2,864,210.8889
5,435,469.6000 5,435,469.6000
3,670,590.0000 3,670,590.0000
1,764,879.6000 1,764,879.6000
0.0000 0.0000
13,186,177.6800 13,186,177.6800
788,161.9200 788,161.9200
4,461,600.0000 4,461,600.0000
7,936,415.7600 7,936,415.7600
257,920.0000
253,370.0000
0.0000
4,550.0000
1,062,980.0933
552,150.0000
0.0000
510,830.0933
125,331,468.0381 159,027,702.6712 268,748,761.3537325,930,729.8944 484,958,432.5656 753,707,193.9193
BULAN 3MINGGU 9 MINGGU 10 MINGGU 11
57-63 64-70 71-77
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
8,011,610.2962 8,011,610.2962 8,011,610.2962
742,170.8538 742,170.8538 742,170.8538
7,269,439.4423 7,269,439.4423 7,269,439.4423
0.0000 0.0000 0.0000
38,824,236.9863 38,824,236.9863 38,824,236.9863
2,682,683.8594 2,682,683.8594 2,682,683.8594
35,880,337.5000 35,880,337.5000 35,880,337.5000
261,215.6269 261,215.6269 261,215.6269
109,721,058.6825 109,721,058.6825 109,721,058.6825
2,219,529.3771 2,219,529.3771 2,219,529.3771
106,178,358.9842 106,178,358.9842 106,178,358.9842
1,323,170.3211 1,323,170.3211 1,323,170.3211
6,863,941.6494 6,863,941.6494 6,863,941.6494
1,625,780.9615 1,625,780.9615 1,625,780.9615
4,182,458.7648 4,182,458.7648 4,182,458.7648
1,055,701.9231 1,055,701.9231 1,055,701.9231
1,519,935.5009 1,519,935.5009 1,519,935.5009
369,425.2692 369,425.2692 369,425.2692
910,623.6932 910,623.6932 910,623.6932
239,886.5385 239,886.5385 239,886.5385
36,831,419.5391 36,831,419.5391 36,831,419.5391
32,556.1091 32,556.1091 32,556.1091
26,557,947.4364 26,557,947.4364 26,557,947.4364
10,240,915.9936 10,240,915.9936 10,240,915.9936
20,470,191.1164 20,470,191.1164
19,428.2550 19,428.2550
14,339,371.3925 14,339,371.3925
6,111,391.4689 6,111,391.4689
27,498,356.6667 27,498,356.6667 27,498,356.6667
4,364,977.7778 4,364,977.7778 4,364,977.7778
20,269,168.0000 20,269,168.0000 20,269,168.0000
2,864,210.8889 2,864,210.8889 2,864,210.8889
5,435,469.6000 5,435,469.6000 5,435,469.6000
3,670,590.0000 3,670,590.0000 3,670,590.0000
1,764,879.6000 1,764,879.6000 1,764,879.6000
0.0000 0.0000 0.0000
3,045,559.6875 3,045,559.6875 3,045,559.6875
2,447,060.0000 2,447,060.0000 2,447,060.0000
598,499.6875 598,499.6875 598,499.6875
0.0000 0.0000 0.0000
13,186,177.6800 13,186,177.6800 13,186,177.6800
788,161.9200 788,161.9200 788,161.9200
4,461,600.0000 4,461,600.0000 4,461,600.0000
7,936,415.7600 7,936,415.7600 7,936,415.7600
271,794,321.0412 271,794,321.0412 251,324,129.92481,025,501,514.9605 1,297,295,836.0017 1,548,619,965.9265
BULAN 3 BULAN 4MINGGU 12 MINGGU 13 MINGGU 14
78-84 85-91 92-98
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
8,011,610.2962 8,011,610.2962 8,011,610.2962
742,170.8538 742,170.8538 742,170.8538
7,269,439.4423 7,269,439.4423 7,269,439.4423
0.0000 0.0000 0.0000
38,824,236.9863
2,682,683.8594
35,880,337.5000
261,215.6269
109,721,058.6825 109,721,058.6825 109,721,058.6825
2,219,529.3771 2,219,529.3771 2,219,529.3771
106,178,358.9842 106,178,358.9842 106,178,358.9842
1,323,170.3211 1,323,170.3211 1,323,170.3211
6,863,941.6494 6,863,941.6494 6,863,941.6494
1,625,780.9615 1,625,780.9615 1,625,780.9615
4,182,458.7648 4,182,458.7648 4,182,458.7648
1,055,701.9231 1,055,701.9231 1,055,701.9231
1,519,935.5009 1,519,935.5009 1,519,935.5009
369,425.2692 369,425.2692 369,425.2692
910,623.6932 910,623.6932 910,623.6932
239,886.5385 239,886.5385 239,886.5385
36,831,419.5391 36,831,419.5391 36,831,419.5391
32,556.1091 32,556.1091 32,556.1091
26,557,947.4364 26,557,947.4364 26,557,947.4364
10,240,915.9936 10,240,915.9936 10,240,915.9936
2,145,698.7900 2,145,698.7900 2,145,698.7900
4,072.5125 4,072.5125 4,072.5125
2,132,733.2400 2,132,733.2400 2,132,733.2400
8,893.0375 8,893.0375 8,893.0375
47,571,100.3600 47,571,100.3600 47,571,100.3600
115,737.0000 115,737.0000 115,737.0000
32,848,551.1600 32,848,551.1600 32,848,551.1600
14,606,812.2000 14,606,812.2000 14,606,812.2000
27,498,356.6667
4,364,977.7778
20,269,168.0000
2,864,210.8889
5,435,469.6000 5,435,469.6000 5,435,469.6000
3,670,590.0000 3,670,590.0000 3,670,590.0000
1,764,879.6000 1,764,879.6000 1,764,879.6000
0.0000 0.0000 0.0000
3,045,559.6875 3,045,559.6875 3,045,559.6875
2,447,060.0000 2,447,060.0000 2,447,060.0000
598,499.6875 598,499.6875 598,499.6875
0.0000 0.0000 0.0000
13,186,177.6800 13,186,177.6800 13,186,177.6800
788,161.9200 788,161.9200 788,161.9200
4,461,600.0000 4,461,600.0000 4,461,600.0000
7,936,415.7600 7,936,415.7600 7,936,415.7600
301,040,929.0748 234,718,335.4219 234,718,335.42191,849,660,895.0014 2,084,379,230.4233 2,319,097,565.8452
BULAN 4 BULAN 5MINGGU 15 MINGGU 16 MINGGU 17
99-105 106-112 113-119
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
8,011,610.2962 8,011,610.2962 8,011,610.2962
742,170.8538 742,170.8538 742,170.8538
7,269,439.4423 7,269,439.4423 7,269,439.4423
0.0000 0.0000 0.0000
109,721,058.6825 109,721,058.6825 109,721,058.6825
2,219,529.3771 2,219,529.3771 2,219,529.3771
106,178,358.9842 106,178,358.9842 106,178,358.9842
1,323,170.3211 1,323,170.3211 1,323,170.3211
6,863,941.6494 6,863,941.6494 6,863,941.6494
1,625,780.9615 1,625,780.9615 1,625,780.9615
4,182,458.7648 4,182,458.7648 4,182,458.7648
1,055,701.9231 1,055,701.9231 1,055,701.9231
1,519,935.5009 1,519,935.5009 1,519,935.5009
369,425.2692 369,425.2692 369,425.2692
910,623.6932 910,623.6932 910,623.6932
239,886.5385 239,886.5385 239,886.5385
36,831,419.5391
32,556.1091
26,557,947.4364
10,240,915.9936
2,145,698.7900 2,145,698.7900 2,145,698.7900
4,072.5125 4,072.5125 4,072.5125
2,132,733.2400 2,132,733.2400 2,132,733.2400
8,893.0375 8,893.0375 8,893.0375
16,539,540.9113 16,539,540.9113 16,539,540.9113
40,112.8307 40,112.8307 40,112.8307
11,306,140.7750 11,306,140.7750 11,306,140.7750
5,193,287.3056 5,193,287.3056 5,193,287.3056
47,571,100.3600 47,571,100.3600 47,571,100.3600
115,737.0000 115,737.0000 115,737.0000
32,848,551.1600 32,848,551.1600 32,848,551.1600
14,606,812.2000 14,606,812.2000 14,606,812.2000
3,045,559.6875 3,045,559.6875
2,447,060.0000 2,447,060.0000
598,499.6875 598,499.6875
0.0000 0.0000
13,186,177.6800 13,186,177.6800
788,161.9200 788,161.9200
4,461,600.0000 4,461,600.0000
7,936,415.7600 7,936,415.7600
245,822,406.7332 208,990,987.1941 192,759,249.82662,564,919,972.5784 2,773,910,959.7725 2,966,670,209.5991
BULAN 5MINGGU 18 MINGGU 19 MINGGU 20
120-126 127-133 134-140
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
193,181.8182 193,181.8182 193,181.8182
193,181.8182 193,181.8182 193,181.8182
0.0000 0.0000 0.0000
0.0000 0.0000 0.0000
8,011,610.2962 8,011,610.2962
742,170.8538 742,170.8538
7,269,439.4423 7,269,439.4423
0.0000 0.0000
109,721,058.6825 109,721,058.6825 109,721,058.6825
2,219,529.3771 2,219,529.3771 2,219,529.3771
106,178,358.9842 106,178,358.9842 106,178,358.9842
1,323,170.3211 1,323,170.3211 1,323,170.3211
6,863,941.6494 6,863,941.6494
1,625,780.9615 1,625,780.9615
4,182,458.7648 4,182,458.7648
1,055,701.9231 1,055,701.9231
1,519,935.5009 1,519,935.5009
369,425.2692 369,425.2692
910,623.6932 910,623.6932
239,886.5385 239,886.5385
2,145,698.7900 2,145,698.7900 2,145,698.7900
4,072.5125 4,072.5125 4,072.5125
2,132,733.2400 2,132,733.2400 2,132,733.2400
8,893.0375 8,893.0375 8,893.0375
16,539,540.9113 16,539,540.9113 16,539,540.9113
40,112.8307 40,112.8307 40,112.8307
11,306,140.7750 11,306,140.7750 11,306,140.7750
5,193,287.3056 5,193,287.3056 5,193,287.3056
47,571,100.3600 47,571,100.3600 47,571,100.3600
115,737.0000 115,737.0000 115,737.0000
32,848,551.1600 32,848,551.1600 32,848,551.1600
14,606,812.2000 14,606,812.2000 14,606,812.2000
192,759,249.8266 192,759,249.8266 176,363,762.38023,159,429,459.4257 3,352,188,709.2523 3,528,552,471.6325
BULAN 6
KETERANGANMINGGU 21 MINGGU 22
141-147 148-150
WAKTU PELAKSANAAN193,181.8182 193,181.8182 50 HARI KALENEDER
193,181.8182 193,181.8182
0.0000 0.0000
0.0000 0.0000
193,181.8182 193,181.8182
193,181.8182 193,181.8182
0.0000 0.0000
0.0000 0.0000
WAKTU PEMELIHARAAN180 HARI KALENDER
109,721,058.6825
2,219,529.3771
106,178,358.9842
1,323,170.3211
2,145,698.7900
4,072.5125
2,132,733.2400
8,893.0375
16,539,540.9113
40,112.8307
11,306,140.7750
5,193,287.3056
47,571,100.3600
115,737.0000
32,848,551.1600
14,606,812.2000
Semarang, 20 Februari 2015
ttd
176,363,762.3802 386,363.63643,704,916,234.0126 3,705,302,597.6490 Direktur Utama
PT. MERDEKA SURYATAMA
Ir. ARDONO ARDANTO
JML MINGGU 4,250,000.0000 cek 22
4,250,000.0000 cek 22
104,150,933.8500 salah 13
310,593,895.8900 salah 8
1,536,094,821.5550 salah 14
89,231,241.4425 salah 13
19,759,161.5115 salah 13
405,145,614.9300 salah 11
163,761,528.9310 salah 8
21,456,987.9000 salah 10
115,776,786.3790 salah 7
475,711,003.6000 salah 10
247,485,210.0000 salah 9
43,483,756.8000 salah 8
24,364,477.5000 salah 8
131,861,776.8000 salah 10
1,547,520.0000 salah 6
6,377,880.5600 salah 6
salah
VOLUME VOL/MINGGU
1,00 ls 1
1,00 ls 1
9775.30 kg 751.95
386.85 m3 48.36
1384.98 m398.93
5489.65 kg 422.28
1247.41 kg 95.95
1105.30 m3 100.48
479.71 m3 59.96
1662.25 liter 166.23
99.73 ton14.25
4460.00 m2446.00
344.00 m3 38.22
998.80 m2 124.85
998.80 m2 124.85
811.20 m3 81.12
1560.00 m2260.00
81.80 m313.63
0.00700.00700.0007
4 Mandor 0.0007
1.05000.0150
0.0569
0.2276
0.4552
1.0600
0.0569
0.1000
ANALISA HARGA SATUAN PEKERJAAN JALANPROGRAM : PEMBANGUNAN JALAN DAN JEMBATANKEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARAKODE REKENING : 1.03.1.03.01.15.420SUMBER DANA : APBD KOTA SEMARANG T.A. 20151 Jenis Pekerjaan : Baja tulangan polos U-24 atau ulir U-32
Satuan Pekerjaan : kg.
U r a i a n Satuan Koefisien
A. Upah Tenaga
1 Pekerja OH2 Tukang besi OH3 Kepala tukang OH
OHJumlah Harga Upah Tenaga
B. B a h a n1 Baja tulangan polos U-24 atau ulir U-32 kg2 Kawat beton kg
Jumlah Harga Bahan
C. Peralatan
Jumlah Harga Peralatan
D Jumlah (A+B+C)
E Overhead & Profit 10% x D
F
2 Jenis Pekerjaan : Beton K-100 readymixSatuan Pekerjaan : m³
U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH
2. Tukang batu OH
3. Mandor OH
Jumlah Harga Upah Tenaga
B. B a h a n
1. Adukan beton K-100 ready mix m3
Jumlah Harga Bahan
C. Peralatan
1. Concrete vibrator jam
2. Alat bantu set
Jumlah Harga Peralatan
D Jumlah (A+B+C)
E Overhead & Profit 10% x D
F
KEBUTUHAN PER MINGGU
55,000.00 385.00 Rp 289,499.27
70,000.00 490.00 Rp 368,453.62
80,000.00 56.00 Rp 42,108.98
80,000.00 56.00 Rp 42,108.98
987.00 Rp 742,170.85
9,000.00 9,450.00 Rp 7,105,891.15
14,500.00 217.50 Rp 163,548.29
9,667.50 Rp 7,269,439.44
10,654.50 Rp 8,011,610.30
1,065.45 Rp 801,161.03
11,719.95 Rp 8,812,771.33
55,000.00 3,129.50 Rp 151,330.88
70,000.00 15,932.00 Rp 770,411.78
80,000.00 36,416.00 Rp 1,760,941.20
55,477.50 Rp 2,682,683.86
700,000.00 742,000.00 Rp 35,880,337.50
742,000.00 Rp 35,880,337.50
51,000.00 2,901.90 Rp 140,325.00
25,000.00 2,500.00 Rp 120,890.63
5,401.90 Rp 261,215.63
802,879.40 Rp 38,824,236.99
80,287.94 Rp 3,882,423.70
883,167.34 Rp 42,706,660.68
KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga Peralatan -
Jumlah (A+B+C)
Overhead & Profit 10% x D
Ha
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga Peralatan
Jumlah (A+B+C)
Overhead & Profit 10% x D
Ha
0.22760.11380.0244
1.06000.28130.11380.87000.08460.02310.28570.2000
0.05690.02110.00740.1000
0.03000.02000.0100
1.05000.00250.00020.0114
0.1000
3 Jenis Pekerjaan : Perkerasan jalan beton K-350 untuk beban berat, t=25 cm, termasuk bekistingSatuan Pekerjaan : m³
Hal. 2U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH2. Tukang batu OH3. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Adukan beton K-350 ready mix m32. Joint sealent kg3. Plastik cor/Polytene 125 mikron kg4. Curing compound liter5. Plywood 12 mm (120x240) lembar6. Kayu bekisting m³7. Paku kg8. Additive liter
Jumlah Harga BahanC. Peralatan
1. Concrete vibrator jam2. Water tanker truck 3000-4000 ℓ jam3. Concrete slip form paver jam4. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
4 Jenis Pekerjaan : Baja tulangan dowelSatuan Pekerjaan : kg.
U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH2. Tukang besi OH3. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Baja tulangan polos U-24 kg2. Kawat beton kg3. Cat besi kg4. Pipa PVC tipe AW Ø 1" panjang 4 m batang
Jumlah Harga BahanC. Peralatan
1. Alat bantu setJumlah Harga Peralatan
D Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 12,518.00 Rp 1,238,369.97
70,000.00 7,966.00 Rp 788,053.62
80,000.00 1,952.00 Rp 193,105.78
22,436.00 Rp 2,219,529.38
900,000.00 954,000.00 Rp 94,376,494.29
46,000.00 12,939.80 Rp 1,280,097.44
63,000.00 7,169.40 Rp 709,248.26
45,000.00 39,150.00 Rp 3,872,997.64
160,000.00 13,536.00 Rp 1,339,077.81
1,250,000.00 28,875.00 Rp 2,856,521.25
15,500.00 4,428.35 Rp 438,084.01
66,000.00 13,200.00 Rp 1,305,838.29
1,073,298.55 Rp 106,178,358.98
51,000.00 2,901.90 Rp 287,076.68
165,000.00 3,481.50 Rp 344,414.85
607,000.00 4,491.80 Rp 444,360.94
25,000.00 2,500.00 Rp 247,317.86
13,375.20 Rp 1,323,170.32
1,109,109.75 Rp 109,721,058.68
110,910.98 Rp 10,972,105.87
1,220,020.73 Rp 120,693,164.55
55,000.00 1,650.00 Rp 696,763.27
70,000.00 1,400.00 Rp 591,193.08
80,000.00 800.00 Rp 337,824.62
3,850.00 Rp 1,625,780.96
9,000.00 9,450.00 Rp 3,990,553.27
14,500.00 36.25 Rp 15,307.68
39,000.00 7.80 Rp 3,293.79
36,000.00 410.40 Rp 173,304.03
9,904.45 Rp 4,182,458.76
25,000.00 2,500.00 Rp 1,055,701.92
2,500.00 Rp 1,055,701.92
16,254.45 Rp 6,863,941.65
1,625.45 Rp 686,394.16
17,879.90 Rp 7,550,335.81
Perkerasan jalan beton K-350 untuk beban berat, t=25 cm, termasuk bekisting
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.0300 55,000.000.0200 70,000.000.0100 80,000.00
1.0500 9,000.000.0025 14,500.000.0001 39,000.00
0.1000 25,000.00
0.0040 55,000.000.0013 80,000.00
1.2586 210,000.00
0.0094 380,000.000.1266 636,000.000.0075 475,000.000.0141 165,000.000.0217 435,000.000.1000 25,000.00
5 Jenis Pekerjaan : Baja tulangan tie barSatuan Pekerjaan : kg.
Hal. 3U r a i a n Satuan Koefisien Harga Satuan
(Rp.)
A. Upah Tenaga
1. Pekerja OH2. Tukang besi OH3. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Baja (ulir) U-32 kg2. Kawat beton kg3. Cat besi kg
Jumlah Harga BahanC. Peralatan
1. Alat bantu setJumlah Harga Peralatan
D Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
6 Jenis Pekerjaan : Penghamparan LPA (lapis pondasi agregat kelas A) sepanjang jalanSatuan Pekerjaan : m³
U r a i a n Satuan Koefisien Harga Satuan (Rp.)
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Produksi LPA (lapis pondasi agregat kelas A) m3Jumlah Harga Bahan
C. Peralatan1. Wheel loader 1,0-1,6 m³ jam2. Dump truck 20 ton jam3. Motor grader >100 HP jam4. Water tanker truck 3000-4000 ℓ jam5. Tandem roller 6-8 ton jam6. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 1,650.00 Rp 158,325.12
70,000.00 1,400.00 Rp 134,336.46
80,000.00 800.00 Rp 76,763.69
3,850.00 Rp 369,425.27
9,000.00 9,450.00 Rp 906,771.12
14,500.00 36.25 Rp 3,478.35
39,000.00 3.90 Rp 374.22
9,490.15 Rp 910,623.69
25,000.00 2,500.00 Rp 239,886.54
2,500.00 Rp 239,886.54
15,840.15 Rp 1,519,935.50
1,584.02 Rp 151,993.55
17,424.17 Rp 1,671,929.05
55,000.00 220.00 Rp 22,106.00
80,000.00 104.00 Rp 10,450.11
324.00 Rp 32,556.11
210,000.00 264,306.00 Rp 26,557,947.44
264,306.00 Rp 26,557,947.44
380,000.00 3,572.00 Rp 358,921.05
636,000.00 80,517.60 Rp 8,090,554.84
475,000.00 3,562.50 Rp 357,966.48
165,000.00 2,326.50 Rp 233,770.95
435,000.00 9,439.50 Rp 948,498.12
25,000.00 2,500.00 Rp 251,204.55
101,918.10 Rp 10,240,915.99
366,548.10 Rp 36,831,419.54
36,654.81 Rp 3,683,141.95
403,202.91 Rp 40,514,561.49
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.0040 55,000.000.0013 80,000.00
1.2586 190,000.00
0.0094 380,000.000.1266 636,000.000.0075 475,000.000.0141 165,000.000.0217 435,000.000.1000 25,000.00
0.0003 55,000.000.0001 80,000.00
0.9064 11,000.000.2200 13,000.00
0.0002 75,000.000.0002 192,500.00
7 Jenis Pekerjaan : Penghamparan LPB (lapis pondasi agregat kelas B) sepanjang jalanSatuan Pekerjaan : m³
Hal. 4U r a i a n Satuan Koefisien Harga Satuan
(Rp.)
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Produksi LPB (lapis pondasi agregat kelas B) m3Jumlah Harga Bahan
C. Peralatan1. Wheel loader 1,0-1,6 m³ jam2. Dump truck 20 ton jam3. Motor grader >100 HP jam4. Water tanker truck 3000-4000 ℓ jam5. Tandem roller 6-8 ton jam6. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
8 Jenis Pekerjaan : Lapis perekat (tack coat) - aspal cair setempatSatuan Pekerjaan : liter
U r a i a n Satuan Koefisien Harga Satuan (Rp.)
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Aspal drum kg2. Minyak tanah liter
Jumlah Harga BahanC. Peralatan
1. Asphalt sprayer 850 ℓ jam2. Compressor 4000-6500 ℓ\m jam
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 220.00 Rp 13,192.03
80,000.00 104.00 Rp 6,236.23
324.00 Rp 19,428.26
Rp -
190,000.00 239,134.00 Rp 14,339,371.39
239,134.00 Rp 14,339,371.39
Rp -
380,000.00 3,572.00 Rp 214,190.52
636,000.00 80,517.60 Rp 4,828,137.24
475,000.00 3,562.50 Rp 213,620.86
165,000.00 2,326.50 Rp 139,505.66
435,000.00 9,439.50 Rp 566,027.82
25,000.00 2,500.00 Rp 149,909.38
101,918.10 Rp 6,111,391.47
341,376.10 Rp 20,470,191.12
34,137.61 Rp 2,047,019.11
375,513.71 Rp 22,517,210.23
55,000.00 16.50 Rp 2,742.71
80,000.00 8.00 Rp 1,329.80
24.50 Rp 4,072.51
11,000.00 9,970.40 Rp 1,657,329.74
13,000.00 2,860.00 Rp 475,403.50
12,830.40 Rp 2,132,733.24
75,000.00 15.00 Rp 2,493.38
192,500.00 38.50 Rp 6,399.66
53.50 Rp 8,893.04
12,908.40 Rp 2,145,698.79
1,290.84 Rp 214,569.88
14,199.24 Rp 2,360,268.67
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.0397
0.0079
0.3305
0.3210
19.9500
63.8600
0.0154
0.0278
0.0278
0.2435
0.0137
0.0351
0.0104
0.0448
9 Jenis Pekerjaan : Perataan jalan dengan AC-WCL (Asphalt concrete wearing course levelling)Satuan Pekerjaan : ton
Hal. 5
U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH
2. Mandor OH
Jumlah Harga Upah Tenaga
B. B a h a n
1. Produksi batu pecah 05-15 mm m³
2. Produksi batu pecah 00-05 mm m³
3. Portland cement kg
4. Aspal curah kg
Jumlah Harga Bahan
C. Peralatan
1. Wheel loader 1,0-1,6 m³ jam
2. Asphalt Mixing Plant jam
3. Generator set 135 KVA jam
4. Dump truck 7,5 ton jam
5. Asphalt Finisher jam
6. Tandem roller 6-8 ton jam
7. Pneumatic tire roller 8-10 ton jam
8. Alat bantu set
Jumlah Harga Peralatan
D Jumlah (A+B+C)
E Overhead & Profit 10% x D
F Harga Satuan Pekerjaan (D+E)
55,000.00 2,183.50 Rp 31,108.64
80,000.00 632.00 Rp 9,004.19
2,815.50 Rp 40,112.83
195,000.00 64,447.50 Rp 918,192.74
195,000.00 62,595.00 Rp 891,799.91
1,400.00 27,930.00 Rp 397,922.70
10,000.00 638,600.00 Rp 9,098,225.43
793,572.50 Rp 11,306,140.78
380,000.00 5,852.00 Rp 83,374.28
8,500,000.00 236,300.00 Rp 3,366,599.86
475,000.00 13,205.00 Rp 188,133.52
322,000.00 78,407.00 Rp 1,117,075.73
690,000.00 9,453.00 Rp 134,678.24
435,000.00 15,268.50 Rp 217,532.50
472,000.00 4,908.80 Rp 69,936.37
25,000.00 1,120.00 Rp 15,956.80
364,514.30 Rp 5,193,287.31
1,160,902.30 Rp 16,539,540.91
116,090.23 Rp 1,653,954.09
1,276,992.53 Rp 18,193,495.00
Perataan jalan dengan AC-WCL (Asphalt concrete wearing course levelling)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga Peralatan
Jumlah (A+B+C)
Overhead & Profit 10% x D
Harga Satuan Pekerjaan (D+E)
0.00370.0007
0.03070.02981.85145.9262
0.00090.00260.00260.00970.00130.00330.00100.0040
1.18000.59000.1000
1.1700141.1200
0.5428
0.68850.05720.1000
10 Jenis Pekerjaan : Penghamparan AC-WC (Asphalt concrete wearing course) tebal 4,0 cmSatuan Pekerjaan : m²
Hal. 6U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Produksi batu pecah 05-15 mm m³2. Produksi batu pecah 00-05 mm m³3. Portland cement kg4. Aspal curah kg
Jumlah Harga BahanC. Peralatan
1. Wheel loader 1,0-1,6 m³ jam2. Asphalt Mixing Plant jam3. Generator set 135 KVA jam4. Dump truck 20 ton jam5. Asphalt Finisher jam6. Tandem roller 6-8 ton jam7. Pneumatic tire roller 8-10 ton jam8. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
11 Jenis Pekerjaan : Pasangan batu belah 1 : 4Satuan Pekerjaan : m³
U r a i a n Satuan Koefisien
A. Upah Tenaga
1 Pekerja OH2 Tukang batu OH3 Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Batu belah (quarry - lokasi pekerjaan) m³2. Portland cement kg3. Pasir pasang m³
Jumlah Harga BahanC. Peralatan
1. Concrete mixer 350 ℓ jam2. Water tanker truck 3000-4000 ℓ jam3. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 203.50 Rp 90,761.00
80,000.00 56.00 Rp 24,976.00
259.50 Rp 115,737.00
Rp -
195,000.00 5,986.50 Rp 2,669,979.00
195,000.00 5,811.00 Rp 2,591,706.00
1,400.00 2,591.96 Rp 1,156,014.16
10,000.00 59,262.00 Rp 26,430,852.00
73,651.46 Rp 32,848,551.16
Rp -
380,000.00 342.00 Rp 152,532.00
8,500,000.00 22,100.00 Rp 9,856,600.00
475,000.00 1,235.00 Rp 550,810.00
636,000.00 6,169.20 Rp 2,751,463.20
690,000.00 897.00 Rp 400,062.00
435,000.00 1,435.50 Rp 640,233.00
472,000.00 472.00 Rp 210,512.00
25,000.00 100.00 Rp 44,600.00
32,750.70 Rp 14,606,812.20
106,661.66 Rp 47,571,100.36
10,666.17 Rp 4,757,110.04
117,327.83 Rp 52,328,210.40
55,000.00 64,900.00 Rp 2,480,622.22
70,000.00 41,300.00 Rp 1,578,577.78
80,000.00 8,000.00 Rp 305,777.78
114,200.00 Rp 4,364,977.78
Rp -
180,000.00 210,600.00 Rp 8,049,600.00
1,400.00 197,568.00 Rp 7,551,488.00
225,000.00 122,130.00 Rp 4,668,080.00
530,298.00 Rp 20,269,168.00
Rp -
91,500.00 62,997.75 Rp 2,407,914.00
165,000.00 9,438.00 Rp 360,741.33
25,000.00 2,500.00 Rp 95,555.56
74,935.75 Rp 2,864,210.89
719,433.75 Rp 27,498,356.67
71,943.38 Rp 2,749,835.67
791,377.13 Rp 30,248,192.33
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.30000.15000.01500.0150
6.24000.0240
0.20000.10000.01000.0100
3.2500
12 Jenis Pekerjaan : Plesteran 1 : 4 tebal 15 mmSatuan Pekerjaan : m²
Hal. 7U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH2. Tukang batu OH3. Kepala tukang OH4. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Portland cement kg2. Pasir pasang m³
Jumlah Harga BahanC. Peralatan
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
13 Jenis Pekerjaan : AcianSatuan Pekerjaan : m²
U r a i a n Satuan Koefisien
A. Upah Tenaga
1. Pekerja OH2. Tukang batu OH3. Kepala tukang OH4. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Portland cement kgJumlah Harga Bahan
C. PeralatanJumlah Harga Peralatan
D Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 16,500.00 Rp 2,060,025.00
70,000.00 10,500.00 Rp 1,310,925.00
80,000.00 1,200.00 Rp 149,820.00
80,000.00 1,200.00 Rp 149,820.00
29,400.00 Rp 3,670,590.00
Rp -
1,400.00 8,736.00 Rp 1,090,689.60
225,000.00 5,400.00 Rp 674,190.00
14,136.00 Rp 1,764,879.60
43,536.00 Rp 5,435,469.60
4,353.60 Rp 543,546.96
47,889.60 Rp 5,979,016.56
55,000.00 11,000.00 Rp 1,373,350.00
70,000.00 7,000.00 Rp 873,950.00
80,000.00 800.00 Rp 99,880.00
80,000.00 800.00 Rp 99,880.00
19,600.00 Rp 2,447,060.00
1,400.00 4,550.00 Rp 568,067.50
4,793.75 Rp 598,499.69
24,393.75 Rp 3,045,559.69
2,439.38 Rp 304,555.97
26,833.13 Rp 3,350,115.66
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga Peralatan -Jumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga Peralatan -Jumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.1368 55,000.000.0274 80,000.00
1.1000 50,000.00
0.0125 380,000.000.1915 322,000.001.2369 25,000.000.0500 10,000.00
0.0167 55,000.000.0007 80,000.00
0.0007 25,000.00
14 Jenis Pekerjaan : Urugan setempat sirtuSatuan Pekerjaan : m³
Hal. 8U r a i a n Satuan Koefisien Harga Satuan
(Rp.)
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
1. Sirtu (quarry) m³Jumlah Harga Bahan
C. Peralatan1. Wheel loader 1,0-1,6 m³ jam2. Dump truck 7,5 ton jam3. Vibratory plate tamper jam4. Alat bantu set
Jumlah Harga PeralatanD Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
15 Jenis Pekerjaan : Pembersihan rumput dan tanaman di bahu jalan (manual)Satuan Pekerjaan : m²
U r a i a n Satuan Koefisien Harga Satuan (Rp.)
A. Upah Tenaga
1. Pekerja OH2. Mandor OH
Jumlah Harga Upah TenagaB. B a h a n
Jumlah Harga BahanC. Peralatan
1. Alat bantu setJumlah Harga Peralatan
D Jumlah (A+B+C)E Overhead & Profit 10% x DF H
arga Satuan Pekerjaan (D+E)
55,000.00 7,524.00 Rp 610,346.88
80,000.00 2,192.00 Rp 177,815.04
9,716.00 Rp 788,161.92
50,000.00 55,000.00 Rp 4,461,600.00
55,000.00 Rp 4,461,600.00
380,000.00 4,750.00 Rp 385,320.00
322,000.00 61,663.00 Rp 5,002,102.56
25,000.00 30,922.50 Rp 2,508,433.20
10,000.00 500.00 Rp 40,560.00
97,835.50 Rp 7,936,415.76
162,551.50 Rp 13,186,177.68
16,255.15 Rp 1,318,617.77
178,806.65 Rp 14,504,795.45
55,000.00 918.50 Rp 238,810.00
80,000.00 56.00 Rp 14,560.00
974.50 Rp 253,370.00
25,000.00 17.50 Rp 4,550.00
17.50 Rp 4,550.00
992.00 Rp 257,920.00
99.20 Rp 25,792.00
1,091.20 Rp 283,712.00
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan -
Jumlah Harga PeralatanJumlah (A+B+C)
Overhead & Profit 10% x DHarga Satuan Pekerjaan (D+E)
0.7000 55,000.00
0.0250 80,000.00
0.1086 322,000.00
0.1000 25,000.00
16 Jenis Pekerjaan : Galian tanah biasa dibuang ke luar lokasi proyek (manual)Satuan Pekerjaan : m³
Hal. 9
U r a i a n Satuan Koefisien Harga Satuan (Rp.)A. Upah Tenaga
1. Pekerja OH
2. Mandor OH
Jumlah Harga Upah Tenaga
B. B a h a n
Jumlah Harga Bahan
C. Peralatan
1. Dump truck 7,5 ton jam
2. Alat bantu set
Jumlah Harga Peralatan
D Jumlah (A+B+C)
E Overhead & Profit 10% x D
F Harga Satuan Pekerjaan (D+E)
Semarang, 20 Februari 2015
PT. MERDEKA SURYATAMA
Ir. Ardono Ardanto
Direktur Utama
55,000.00 38,500.00 Rp 524,883.33
80,000.00 2,000.00 Rp 27,266.67
40,500.00 Rp 552,150.00
322,000.00 34,969.20 Rp 476,746.76
25,000.00 2,500.00 Rp 34,083.33
37,469.20 Rp 510,830.09
77,969.20 Rp 1,062,980.09
7,796.92 Rp 106,298.01
85,766.12 Rp 1,169,278.10
Harga Satuan (Rp.)
Jumlah (Rp.)
Jumlah Harga Upah Tenaga
Jumlah Harga Bahan -
Jumlah Harga Peralatan
Jumlah (A+B+C)
Overhead & Profit 10% x D
Harga Satuan Pekerjaan (D+E)
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DAFTAR HARGA SATUAN BAHAN DAN UPAH PEKERJAPROGRAM : PEMBANGUNAN JALAN DAN JEMBATANKEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARAKODE REKENING : 1.03.1.03.01.15.420SUMBER DANA : APBD KOTA SEMARANG T.A. 2015
NO URAIAN SATUAN
A Harga Satuan BahanAdditive literAdukan beton K-100 ready mix m3Adukan beton K-350 ready mix m3Agregat kasar (base camp - lokasi pekerjaan) m3Air m3Aspal curah kgAspal drum kgBaja (ulir) U-32 kgBaja tulangan polos U-24 kgBaja tulangan polos U-24 atau ulir U-32 kgBatu belah (quarry - lokasi pekerjaan) m3Cat besi kgCuring compound literJoint sealent kgKawat beton kgKayu bekisting m³Minyak tanah literPaku kgPasir beton (quarry - lokasi pekerjaan) m3Pasir pasang m3Pipa PVC tipe AW Ø 1" panjang 4 m batangPipa PVC tipe AW Ø 3/4" m1Plastik cor/Polytene 125 mikron kgPlywood 12 mm (120x240) lembarPolytene 125 mikron kgPortland cement kgProduksi batu pecah 00-05 mm m3Produksi batu pecah 05-15 mm m3Produksi LPA (lapis pondasi agregat kelas A) m3Produksi LPB (lapis pondasi agregat kelas B) m3Sirtu (quarry) m3
B Harga Satuan AlatAlat bantu setAsphalt distributor 4000 ℓ jamAsphalt Finisher jamAsphalt Mixing Plant jamAsphalt sprayer 850 ℓ jam
66,000.00700,000.00900,000.00270,000.0015,000.0010,000.0011,000.009,000.009,000.009,000.00
180,000.0039,000.0045,000.0046,000.0014,500.00
1,250,000.0013,000.0015,500.00
250,000.00225,000.0036,000.005,000.00
63,000.00160,000.0063,000.001,400.00
195,000.00195,000.00210,000.00190,000.0050,000.00
25,000.0023,000.00
690,000.008,500,000.00
75,000.00
KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA
HARGA SATUAN(Rp)
6
7
8
9
10
11
12
13
14
15
16
17
18
1
2
3
4
5
Hal. 2
NO URAIAN SATUAN
Compressor 4000-6500 ℓ\m jam
Concrete mixer 350 ℓ jam
Concrete slip form paver jam
Concrete vibrator jam
Dump truck 20 ton jam
Dump truck 7,5 ton jam
Generator set 135 KVA jam
Motor grader >100 HP jam
Pneumatic tire roller 8-10 ton jam
Tandem roller 6-8 ton jam
Vibratory plate tamper jam
Water tanker truck 3000-4000 ℓ jam
Wheel loader 1,0-1,6 m³ jam
C Harga Satuan Upah
Pekerja hari
Tukang besi hari
Tukang batu hari
Kepala tukang hari
Mandor hari
Semarang, 20 Februari 2015
PT. MERDEKA SURYATAMA
Ir. Ardono Ardanto
Direktur Utama
192,500.00
91,500.00
607,000.00
51,000.00
636,000.00
322,000.00
475,000.00
475,000.00
472,000.00
435,000.00
25,000.00
165,000.00
380,000.00
55,000.00
70,000.00
70,000.00
80,000.00
80,000.00
HARGA SATUAN(Rp)