Top Banner
TIME SCHEDULE PROGRAM : PROGRAM PEMBANGUNAN JALAN DAN JEMBATAN KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KEC KODE REKENING : 1.03.1.03.01.15.420 SUMBER DANA : APBD KOTA SEMARANG T.A. 2015
66

Time Schedulle

Jul 12, 2016

Download

Documents

ekonomi
Welcome message from author
This document is posted to help you gain knowledge. Please leave a comment to let me know what you think about it! Share it to your friends and learn new things together.
Transcript
Page 1: Time Schedulle

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

Page 2: Time Schedulle

KEGIATAN : PENINGKATAN JALAN KOKROSONO TAHAP III NAMA PEKERJAAN : PENINGKATAN JALAN KOKROSONO TAHAP III KECAMATAN : SEMARANG UTARA

Page 3: Time Schedulle

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

Page 4: Time Schedulle

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

Page 5: Time Schedulle

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

Page 6: Time Schedulle

KETERANGAN

WAKTU PELAKSANAAN

50 HARI KALENEDER

WAKTU PEMELIHARAAN

180 HARI KALENDER

Semarang, 20 Februari 2015PT. MERDEKA SURYATAMA

ttd

Ir. ARDONO ARDANTODirektur Utama

Page 7: Time Schedulle

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

Page 8: Time Schedulle

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

Page 9: Time Schedulle

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

Page 10: Time Schedulle

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

Page 11: Time Schedulle

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

Page 12: Time Schedulle

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

Page 13: Time Schedulle

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

Page 14: Time Schedulle

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

Page 15: Time Schedulle

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

Page 16: Time Schedulle

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

Page 17: Time Schedulle

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

Page 18: Time Schedulle

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

Page 19: Time Schedulle

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

Page 20: Time Schedulle

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

Page 21: Time Schedulle

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

Page 22: Time Schedulle

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

Page 23: Time Schedulle

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

Page 24: Time Schedulle

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

Page 25: Time Schedulle

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

Page 26: Time Schedulle

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

Page 27: Time Schedulle

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

Page 28: Time Schedulle

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

Page 29: Time Schedulle

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

Page 30: Time Schedulle

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

Page 31: Time Schedulle

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

Page 32: Time Schedulle

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

Page 33: Time Schedulle

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

Page 34: Time Schedulle

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

Page 35: Time Schedulle

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

Page 36: Time Schedulle

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

Page 37: Time Schedulle

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

Page 38: Time Schedulle

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

Page 39: Time Schedulle

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

Page 40: Time Schedulle

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

Page 41: Time Schedulle

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

Page 42: Time Schedulle

998.80 m2 124.85

811.20 m3 81.12

1560.00 m2260.00

81.80 m313.63

Page 43: Time Schedulle

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

Page 44: Time Schedulle

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

Page 45: Time Schedulle
Page 46: Time Schedulle

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)

Page 47: Time Schedulle

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)

Page 48: Time Schedulle

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)

Page 49: Time Schedulle

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)

Page 50: Time Schedulle

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)

Page 51: Time Schedulle

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)

Page 52: Time Schedulle

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)

Page 53: Time Schedulle

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)

Page 54: Time Schedulle

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)

Page 55: Time Schedulle

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)

Page 56: Time Schedulle

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)

Page 57: Time Schedulle

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)

Page 58: Time Schedulle

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)

Page 59: Time Schedulle

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)

Page 60: Time Schedulle

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

Page 61: Time Schedulle

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)

Page 62: Time Schedulle

124567891011121314151617181920212223242526272829303132

12345

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

Page 63: Time Schedulle

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)

Page 64: Time Schedulle
Page 65: Time Schedulle

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

Page 66: Time Schedulle

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)