BQ (Mustika Rahmadayanti)

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PROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJA TAHUN ANGGARAN 2011 NO URAIAN PEKERJAAN Biaya JUNI 2015 (Rp) 31 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 1 Pekerjaan Persiapan 1.1 Mobilisasi dan Demobilisasi 4 25,000,000 0.077 ### ### ### ### 1.2 Pengadaan Air Kerja 4 3,700,000 0.011 ### ### ### ### 1.3 Pengadaan Sanitasi 4 10,000,000 0.031 ### ### ### ### 1.4 Pengadaan Penerangan 4 3,500,000 0.011 ### ### ### ### 1.5 Pembersihan lokasi dan pembuatan ak 30 34,182,334 0.105 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 1.6 Surveying (Pengukuran dan pematokan 8 47,922,599 0.147 ### ### ### ### ### ### ### ### 1.7 Papan Nama Proyek 1 315,393 0.001 ### 1.8 Pembuatan Direksi Keet 2 4,590,750 0.014 ### ### 1.9 Pembuatan Gudang 3 1,963,920 0.006 ### ### ### 1.10 Pembuatan Barak Pekerja 2 5,518,485 0.017 ### ### 1.11 Pembuatan Bengkel Kerja 2 7,573,440 0.023 ### ### 1.12 Pos Keamanan 1 384,363 0.001 ### 1.14 Pengujian Bahan 2 5,100,000 0.016 ### ### 1.15 Foto Dokumentasi 3,050,703 0.009 2 Pekerjaan Tanah 2.1 Pekerjaan Stripping (t=0.3m) 8 177,429,471 0.546 ### ### ### ### ### ### ### ### ### 2.2 Pekerjaan Galian 14 126,462,029 0.389 ### ### ### ### ### ### ### ### ### ### ### ### ### ### 2.3 Pekerjaan Timbunan 23 54,496,831 0.168 ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### ### 2.4 Pemadatan Tanah 16 2,951,946 0.009 2.5 Perataan Tanah 8 938,620 0.003 ### ### ### ### ### 3 Pekerjaan Konstruksi Jalan 3.1 Lapisan Pondasi Bawah SIRTU 3.1.1 Pengadaan Material Sirtu 15 1,108,986,386 3.410 ### 3.1.2 Penghamparan Material Sirtu 9 5,106,770 0.016 3.1.3 Pemadatan Pondasi Bawah 9 10,381,723 0.032 3.1.4 Perataan Pondasi Bawah 11 13,140,675 0.040 3.2 Lapisan Pondasi Atas Batu Pecah 3.2.1 Pengadaan Material Batu Pecah 13 540,608,861 1.662 3.2.2 Penghamparan Material Batu Pe 6 3,095,012 0.010 3.2.3 Pemadatan Pondasi Atas 7 25,238,310 0.078 3.2.4 Perataan Pondasi Atas 11 31,945,413 0.098 3.3 Lapis Atas, Laston (t=10 cm) 3.3.1 Penghamparan Prime Coat 21 885,738,599 2.723 3.3.2 Penghamparan aspal 4 ### 87.972 3.3.3 Pemadatan aspal 9 13,343,773 0.041 4 Pekerjaan Drainase 4.1 Pekerjaan Galian Drainase 7 24,702,228 0.076 5 Pekerjaan Utilitas 5.1 Pekerjaan Gorong-gorong Durasi (hari) Bobot (%)

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Transcript of BQ (Mustika Rahmadayanti)

Kurva SPROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJAPemberi Tugas : DEPARTEMEN PEKERJAAN UMUM, KOTAMADYA SUKABUMITAHUN ANGGARAN 2011Kontraktor Pelaksana : PT. WINDLIGHT CONSTRUCTION

NOURAIAN PEKERJAANDurasi (hari) BiayaBobot (%)BULANJUNI 2015JULI 2015Aug-1542248.0No vember 2015(Rp)31123456789101112131415161718192021222324252627282930123456789101112131415161718192021222324252627282930311234567891011121314151617181920212223242526272829303112345678910111213141516171819202122232425262728293012345678910111213141516171819201Pekerjaan Persiapan100%1.1Mobilisasi dan Demobilisasi425,000,0000.0770.0190.0190.0190.0191.2Pengadaan Air Kerja43,700,0000.0110.0030.0030.0030.0031.3Pengadaan Sanitasi410,000,0000.0310.0080.0080.0080.0081.4Pengadaan Penerangan43,500,0000.0110.0030.0030.0030.0031.5Pembersihan lokasi dan pembuatan akses jalan3034,182,3340.1050.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0041.6Surveying (Pengukuran dan pematokan)847,922,5990.1470.0180.0180.0180.0180.0180.0180.0180.0181.7Papan Nama Proyek1315,3930.0010.0011.8Pembuatan Direksi Keet24,590,7500.0140.0070.0071.9Pembuatan Gudang31,963,9200.0060.0020.0020.0021.10Pembuatan Barak Pekerja25,518,4850.0170.0080.0081.11Pembuatan Bengkel Kerja27,573,4400.0230.0120.0121.12Pos Keamanan1384,3630.0010.0011.14Pengujian Bahan25,100,0000.0160.0080.0081.15Foto Dokumentasi3,050,7030.0092Pekerjaan Tanah2.1Pekerjaan Stripping (t=0.3m)8177,429,4710.5460.0680.0680.0680.0680.0680.0680.0680.0680.0682.2Pekerjaan Galian14126,462,0290.3890.0280.0280.0280.0280.0280.0280.0280.0280.0280.0280.0280.0280.0280.02875%2.3Pekerjaan Timbunan2354,496,8310.1680.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0070.0072.4Pemadatan Tanah162,951,9460.0090.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0012.5Perataan Tanah8938,6200.0030.0000.0000.0000.0000.0000.0000.0000.0000.0003Pekerjaan Konstruksi Jalan3.1Lapisan Pondasi Bawah SIRTU3.1.1 Pengadaan Material Sirtu151,108,986,3863.4100.2270.2270.2270.2270.2270.2270.2270.2270.2270.2270.2270.2270.2270.2270.2273.1.2 Penghamparan Material Sirtu95,106,7700.0160.0020.0020.0020.0020.0020.0020.0020.0020.0023.1.3 Pemadatan Pondasi Bawah910,381,7230.0320.0040.0040.0040.0040.0040.0040.0040.0040.0043.1.4 Perataan Pondasi Bawah1113,140,6750.0400.0040.0040.0040.0040.0040.0040.0040.0040.0040.0040.0043.2Lapisan Pondasi Atas Batu Pecah3.2.1 Pengadaan Material Batu Pecah13540,608,8611.6620.1280.1280.1280.1280.1280.1280.1280.1280.1280.1280.1280.1280.1283.2.2 Penghamparan Material Batu Pecah63,095,0120.0100.0010.0010.0010.0010.0010.0013.2.3 Pemadatan Pondasi Atas725,238,3100.0780.0110.0110.0110.0110.0110.0110.0113.2.4 Perataan Pondasi Atas1131,945,4130.0980.0090.0090.0090.0090.0090.0090.0090.0090.0090.0090.0093.3Lapis Atas, Laston (t=10 cm)3.3.1 Penghamparan Prime Coat21885,738,5992.7230.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1300.1303.3.2 Penghamparan aspal428,610,524,85487.97221.99321.99321.99321.9933.3.3 Pemadatan aspal913,343,7730.0410.0050.0050.0050.0050.0050.0050.0050.0050.0054Pekerjaan Drainase50%4.1Pekerjaan Galian Drainase724,702,2280.0760.0110.0110.0110.0110.0110.0110.0115Pekerjaan Utilitas5.1Pekerjaan Gorong-gorong5.1.1 Pemasangan gorong-gorong23,212,5250.0100.0050.0056Pemasangan Kanstin20284,953,9000.8760.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0447Pekerjaan Lain-lain7.1Pemasangan Rambu68,520,7500.0260.0040.0040.0040.0040.0040.0047.2Pemasangan Lampu Penerangan25359,299,3131.1050.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0440.0447.3Tiang Sandaran7.3.1 Blok Beton31,140,7500.0040.0010.0010.0017.3.2 Pipa Relling D-5cm210,022,6350.0310.0150.0157.3.3 Pipa Relling D-3cm554,454,6130.1670.0330.0330.0330.0330.0338Pekerjaan Finishing8.1Pembersihan Lokasi kerja8.1.1 Pembongkaran Site Instalation32,904,4790.0090.0030.0030.0038.1.2 Pembersihan sisa pekerjaan55,228,8920.0160.0030.0030.0030.0030.0038.2Pembuatan Marka Jalan8.2.1 Garis Marka124,761,8910.0150.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.0010.001TOTAL13832,522,393,232100.00.07870.07770.05760.13620.10380.09010.09010.09010.10680.10680.10680.10680.03860.03860.03860.03860.03860.03860.03860.03860.03860.03860.01110.01110.01110.01110.23850.23850.23850.23850.23500.22730.22950.22950.22790.22790.22950.22950.22790.22790.22950.00210.00060.00060.00210.00160.00160.00350.00350.00350.00350.00350.00350.00720.00720.13510.13150.13150.13150.13250.13250.1454ERROR:#REF!0.14640.14880.27850.27850.27760.14970.14970.14970.13860.13860.12970.12970.12970.12970.12970.12970.12970.12970.12970.12970.12970.12970.129721.992921.992921.992921.99290.00460.00460.00460.00460.00460.0046-0.48460.01540.01540.05470.05470.05470.05470.04380.04380.04380.04380.09390.13810.12270.12150.12150.0880-0.08160.09240.09240.09240.28640.09240.04420.04420.04420.04420.04420.04420.04420.34540.04540.04540.04540.04540.04540.04540.20120.00120.00120.00120.00120.00320.00320.00620.00620.00620.0790.1560.2140.3500.4540.5440.6340.7240.8310.9381.0451.1511.1901.2291.2671.3061.3441.3831.4211.4601.4981.5371.5481.5591.5701.5821.8202.0592.2972.5362.7712.9983.2273.4573.6853.9134.1424.3714.5994.8275.0575.0595.0595.0605.0625.0645.0655.0695.0725.0765.0795.0835.0875.0945.1015.2365.3685.4995.6315.7635.8966.041ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!ERROR:#REF!

Jakarta, Juni 2011Project Manager,Konsultant PerencanaKonsultan Pengawas

PT WINDLIGHT CONSTRUCTIONPT INDO KARYAPT PRAAMA KARYA

alat berat&pertalatanPROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJAKOTAMADYA SUKABUMITAHUN ANGGARAN 2011

NoAlat Yang DigunakanAKTIFITAS ALATMinggu Ke -1234567891011121314151617181Theodolite2Buldozer3Excavator4Wheel loader 5Dump truck6Vibrator Roller7Motor Grader8Pompa & Genset9Molen10Asphalt Sprayer 11Aspal Finisher

NoTenaga KerjaAKTIFITAS TENAGA KERJAMinggu Ke -1234567891011121314151617181Mandor2Kepala Tukang3Tenaga Ahli4Tukang5Operator6Asisten Operator

NoBahan Yang Digunakan BAHANMinggu Ke -1234567891011121314151617181Air 2Tanah Galian3Tanah Urugan4Sirtu5Batu Pecah6Aspal Semprot7Laston8Papan & Kayu9Paku10Pasir11Semen12Gorong-gorong13Kanstin14Rambu15Lampu16Pipa relling 5cm17Pipa relling 3cm18Cat

Daftar HargaDAFTAR HARGA SATUAN

NOJENIS UPAHHARGA UPAHSATUANIndex kotaHARGA REALREFERENSIRp.Rp.JakartaRp.

1Mandor70,000OH170,000Jurnal Of Material 2Pekerja48,500OH148,500Jurnal Of Material 3Tukang batu65,000OH165,000Jurnal Of Material 4Kepala tukang batu68,000OH168,000Jurnal Of Material 5Tukang kayu65,000OH165,000Jurnal Of Material 6Kepala tukang kayu68,000OH168,000Jurnal Of Material 7Tukang besi 65,000OH165,000Jurnal Of Material 8Kepala tukang besi 68,000OH168,000Jurnal Of Material 9Tukang las65,000OH165,000Jurnal Of Material 10Teknisi0.0OH1Jurnal Of Material 11Kepala Teknisi0.0OH1Jurnal Of Material 12Operator alat berat70,000OH170,000Jurnal Of Material 13Pembantu operator alat berat65,000OH165,000Jurnal Of Material 14Tukang cat65,000OH165,000Jurnal Of Material 15Kepala Tukang Cat68,000OH168,000Jurnal Of Material 16Supir Truk63,600OH163,600Jurnal Of Material 17Kenek Truk35,900OH135,900Jurnal Of Material 0.01Jurnal Of Material 0.01Jurnal Of Material 0.01Jurnal Of Material 0.01Jurnal Of Material

NOJENIS BAHANSPESIFIKASIHARGA BAHANSATUANIndex kotaHARGA REALREFERENSIRp.Rp.Jakarta

Seng gelombang 180 x 90 x 0,0560,200lbr160,200Jurnal Of Material Building Construction & InteriorSheet pile426,800m'1426,800Jurnal Of Material Building Construction & InteriorTulangan 0.01Jurnal Of Material Building Construction & InteriorScafolding0.01Jurnal Of Material Building Construction & InteriorKaso 4/6. 5/70.01Jurnal Of Material Building Construction & InteriorTriplek0.01Jurnal Of Material Building Construction & InteriorPaku 53,870kg13,870Jurnal Of Material Building Construction & InteriorPaku 76,450kg16,450Jurnal Of Material Building Construction & InteriorPaku 109,675kg19,675Jurnal Of Material Building Construction & InteriorPaku 1210,320kg110,320Jurnal Of Material Building Construction & InteriorKawat bendrat12,000kg112,000Jurnal Of Material Building Construction & InteriorBeton Ready Mix0.01Jurnal Of Material Building Construction & InteriorPasir urug 110,000m31135,000Jurnal Of Material Building Construction & InteriorBatu kali137,000m31220,500Jurnal Of Material Building Construction & InteriorProfil WF14,200kg114,200Jurnal Of Material Building Construction & InteriorBondex0.01Jurnal Of Material Building Construction & InteriorPipa besi 3"0.01Jurnal Of Material Building Construction & InteriorLampu penerangan0.01Jurnal Of Material Building Construction & InteriorAsphalt0.01Jurnal Of Material Building Construction & InteriorDjabes gelombang Kecil 300 cm x 105 cm x 4 mm74,623.50buah174,624Jurnal Of Material Building Construction & InteriorTiang pancang253,000m'1253,000Jurnal Of Material Building Construction & Interior0.011

NOSEWA ALAT/TESTSEWA ALATSATUANIndex kotaHARGA REALREFERENSIRp.Rp.Jakarta1Generator set0.01Jurnal Of Material Building Construction & Interior2Crawler Craine0.01Jurnal Of Material Building Construction & Interior3Pompa0.01Jurnal Of Material Building Construction & Interior4Tiang pancang0.01Jurnal Of Material Building Construction & Interior5Excavator143,0001143,000Jurnal Of Material Building Construction & Interior6Dump truck0.01Jurnal Of Material Building Construction & Interior7Mesin las 400 Amp0.01Jurnal Of Material Building Construction & Interior8Concrete Pump0.01Jurnal Of Material Building Construction & Interior9Vibrator0.01Jurnal Of Material Building Construction & Interior100.01110.01120.01130.01140.01150.01160.01170.01

HG BAHANDAFTAR HARGA UPAH KERJA, MATERIAL DAN PERALATANDAFTAR HARGA UPAH KERJA, MATERIAL DAN PERALATANTAHUN 2014LAMPUNG, TAHUN 2014

NO.U R A I A NSATUANHARGA ( Rp )KETNO.U R A I A NSATUANHARGA ( Rp )KET

UPAH KERJA UPAH KERJA1 mandorHari70,000.001 mandorHari73,500.002 Kepala tukangHari68,000.002 Kepala tukangHari71,400.003 Tukang kayuHari65,000.003 Tukang kayuHari68,250.004 Tukang besiHari65,000.004 Tukang besiHari68,250.005 Tukang batuHari65,000.005 Tukang batuHari68,250.006 Operator terlatihHari68,000.006 Operator terlatihHari71,400.007 Operator kurang terlatihHari65,000.007 Operator kurang terlatihHari68,250.008 Pembantu operatorHari35,900.008 Asisten operatorHari37,695.009 Supir trukHari63,600.009 Supir trukHari66,780.0010 Pembantu supirHari35,900.0010 Pembantu supirHari37,695.0011 Buruh lapangan tak terlatihHari30,900.0011 Buruh lapangan tak terlatihHari32,445.0012 Buruh lapangan kurang terlatihHari35,900.0012 Buruh lapangan kurang terlatihHari37,695.0013 Buruh lapangan terlatihHari40,900.0013 Buruh lapangan terlatihHari42,945.0014 Pembantu tukangHari35,900.0014 Pembantu tukangHari37,695.0015 P e k e r j aHari48,500.0015 P e k e r j aHari50,925.00

MATERIAL MATERIAL1 Abu batum3164,000.001 Abu batum3164,000.002 Alat bantu set55,000.002 Alat bantu set55,000.003 Aspal curahkg4,500.003 Aspal curahkg4,500.004 Aspal bitumenkg6,000.004 Aspal bitumenkg6,000.005 Atras (tanah urug)m368,000.005 Atras (tanah urug)m368,000.006 Bata merah bh350.006 Bata merah bh350.007 Batu belah ukuran 10-15 cmm3137,000.007 Batu belah ukuran 10-15 cmm3137,000.008 Batu belah ukuran 15-20 cmm3137,000.008 Batu belah ukuran 15-20 cmm3137,000.009 Batu pecah mesin ukuran 3 - 5 cmm3180,000.009 Batu pecah mesin ukuran 3 - 5 cmm3180,000.0010 Batu pecah mesin ukuran 2 - 3 cm m3197,500.0010 Batu pecah mesin ukuran 2 - 3 cm m3197,500.0011 Batu pecah mesin ukuran 1 - 2 cm m3197,500.0011 Batu pecah mesin ukuran 1 - 2 cm m3197,500.0012 Batu pecah mesin ukuran 0,5 - 1 cmm3200,000.0012 Batu pecah mesin ukuran 0,5 - 1 cmm3200,000.0013 Batu pecah tangan ukuran 5 - 7 cmm3147,000.0013 Batu pecah tangan ukuran 5 - 7 cmm3147,000.0014 Batu pecah tangan ukuran 3 - 5 cmm3156,000.0014 Batu pecah tangan ukuran 3 - 5 cmm3156,000.0015 Batu pecah tangan ukuran 2 - 3 cmm3175,000.0015 Batu pecah tangan ukuran 2 - 3 cmm3175,000.0016 Besi betonkg17,500.0016 Besi betonkg17,500.0017 Cat dasar / menie kg30,000.0017 Cat dasar / menie kg30,000.0018 Cat kayu kg45,000.0018 Cat kayu kg45,000.0019 Cat tembok kg36,800.0019 Cat tembok kg36,800.0020 Cat sinkromatkg41,300.0020 Cat sinkromatkg41,300.0021 Cat jembatan / sinkromatkg55,000.0021 Cat jembatan / sinkromatkg55,000.0022 Gorong-gorong beton D 40 cm - 1 mbh82,000.0022 Gorong-gorong beton D 40 cm - 1 mbh82,000.0023 Gorong-gorong beton D 60 cm - 1 mbh95,000.0023 Gorong-gorong beton D 60 cm - 1 mbh95,000.0024 Gorong-gorong beton D 80 cm - 1 mbh105,000.0024 Gorong-gorong beton D 80 cm - 1 mbh105,000.0025 Gorong-gorong beton D 100 cm - 1,5 mbh110,000.0025 Gorong-gorong beton D 100 cm - 1,5 mbh110,000.0026 Glass beatkg40,000.0026 Glass beatkg40,000.0027 Gas elpijikg7,000.0027 Gas elpijikg7,000.0028 I j u kkg7,000.0028 I j u kkg7,000.0029 Kayu dolken dia 8 -10/4 m'btg33,125.0029 Kayu dolken dia 8 -10/4 m'btg33,125.0030 Kayu dolken dia 12 -15/4 m'btg45,000.0030 Kayu dolken dia 12 -15/4 m'btg45,000.0031 Kayu hutanm32,645,000.0031 Kayu kaso 4/6m32,645,000.0032 Kayu kaso 5/7 marantim34,255,000.0032 Kayu kaso 5/7 marantim34,255,000.0033 Kapur bakarm3214,000.0033 Kapur bakarm3214,000.0034 Kawat bronjong 4 mmkg9,000.0034 Kawat bronjong 4 mmkg9,000.0035 Kawat baja (bindstaal)/kawat betonkg22,000.0035 Kawat baja (bindstaal)/kawat betonkg22,000.0036 Kayu perancah/acuanm32,645,000.0036 Kayu perancah/acuanm32,645,000.0037 Minyak tanahlt8,000.0037 Minyak tanahlt8,000.0038 Minyak diesel/solarlt4,500.0038 Minyak diesel/solarlt4,500.0039 Minyak pelumaslt30,000.0039 Minyak pelumaslt30,000.0040 Minyak aspalkg8,000.0040 Minyak aspalkg8,000.0041 Paku biasa 2" - 5"kg18,000.0041 Paku biasa 2" - 5"kg18,000.0042 Pasir pasangm3115,000.0042 Pasir pasangm3115,000.0043 Paving blockbh2,100.0043 Paving blockbh2,100.0044 Kanstinbh18,500.0044 Kanstinbh18,500.0045 Rumput tanamm28,500.0045 Rumput tanamm28,500.0046 Plamir tembok sejenis Vinilexkg7,500.0046 Plamir tembok sejenis Vinilexkg7,500.0047 Pasir urug/timbunanm3110,000.0047 Pasir urug/timbunanm3110,000.0048 Pasir beton/kasarm3208,000.0048 Pasir beton/kasarm3208,000.0049 Portland cement (PC)zak76,000.0049 Portland cement (PC)zak76,000.0050 Portland cement (PC)kg1,520.0050 Portland cement (PC)kg1,520.0051 Pipa galvanis O 3 cmm15,000.0051 Pipa galvanis O 3 cmm15,000.0051 Pipa galvanis O 5 cmm43,750.0051 Pipa galvanis O 5 cmm43,750.0052 Premiumlt7,600.0052 Premiumlt7,600.0053 Pasir aspalm3150,000.0053 Pasir aspalm3150,000.0054 Seng gelombang 3" - 6" BJLS 30lbr50,000.0054 Seng gelombang 3" - 6" BJLS 30lbr50,000.0055 S i r t um3195,000.0055 S i r t um3195,000.0056 Sirtu tersaring (pecah bergradasi)m3135,000.0056 Sirtu tersaring (pecah bergradasi)m3135,000.0057 Triplek 6 mmlbr60,600.0057 Triplek 6 mmlbr60,600.0058 Tanah timbunan terpilih (tanah lokal)m378,000.0058 Tanah timbunan terpilih (tanah lokal)m378,000.0059 Thermoplastic glass beatkg46,000.0059 Thermoplastic glass beatkg46,000.0060 Upah penulisanbh50,000.0060 Upah penulisanbh50,000.0061 Kunci Gembokbh8,700.0061 Kunci Gembokbh8,700.0062 Engsel PintuSet25,000.0062 Engsel PintuSet25,000.0063 Triplek 3 mmlbr45,000.0063 Triplek 3 mmlbr45,000.00920064 Ram Kawatm210,250.0064 Ram Kawatm210,250.0065 Tanah urug biasam356,000.0065 Tanah urug biasam356,000.0066 Pipa besi 2"btg44,000.0066 Pipa besi 2"btg44,000.0067 Socket besi 3"bh37,000.0067 Socket besi 3"bh37,000.0068 Besi Profil / WFkg10,500.0068 Besi Profil / WFkg10,500.0069 Plat Bajakg9,500.0069 Plat Bajakg9,500.0070 Besi Stripkg7,000.0070 Besi Stripkg7,000.0071 Elastomerbh490,000.0071 Elastomerbh490,000.0072 Ruber Jointbh160,000.0072 Ruber Jointbh160,000.0073 Scafholdingbh908.0073 Scafholdingbh908.0074 Rambubh240,000.0074 Rambubh240,000.0075 Lampu peneranganbh1,055,000.0075 Lampu peneranganbh1,055,000.00

PERALATAN PERALATANHarga/hariProduktivitassatuanHarga/satuan1Penyemprot Aspal 350 literjam20,720.001Penyemprot Aspal 350 literjam20,720.001 hari= 7 jam145,040.0079.680m2/jam260.0402Mesin Penyampur Aspal 30 Ton / Jamjam157,193.202Mesin Penyampur Aspal 30 Ton / Jamjam157,193.201 hari= 7 jam3Mesin Penyampur Aspal 10 Ton / Jamjam206,272.903Aspal Finisherjam206,272.901 hari= 7 jam1,443,910.301512.000m2/jam136.4244Mesin Penghampar 30 HPjam387,811.004Mesin Penghampar 30 HPjam387,811.001 hari= 7 jam5Compresor 150 M3 / Jamjam34,974.005Compresor 150 M3 / Jamjam34,974.001 hari= 7 jam6Bulldozer D6D 160 HPjam144,700.006Bulldozer D6D 160 HPjam144,700.001 hari= 7 jam1,012,900.00189.626Lm3/jam763.0817Bulldozer 65 HPjam115,110.007Bulldozer 65 HPjam115,110.001 hari= 7 jam8Excavator PC 300jam120,900.008Excavator PC 300jam120,900.001 hari= 7 jam846,300.00205.425Lm3/jam588.5369Excavator PC 220jam100,500.009Excavator PC 220jam100,500.001 hari= 7 jam703,500.00114.125Lm3/jam880.61312Alat Penggetar Beton 4 HPjam6,930.0012Alat Penggetar Beton 4 HPjam6,930.001 hari= 7 jam14Pengaduk Beton 125 - 500 Lt 6 HPjam14,670.0014Pengaduk Beton 125 - 500 Lt 6 HPjam14,670.001 hari= 7 jam102,690.003.571m3/jam4108.09315Dump Truck 3,5 Ton 115 HPjam112,374.0015Dump Truck 3,5 Ton 115 HPjam112,374.001 hari= 7 jam16Dump Truck 5 Tonjam151,506.4016Dump Truck 5 Tonjam151,506.401 hari= 7 jam1,060,544.8035.000m3/jam4328.75417Truk Bak Terbuka 3,5 Ton - 4 Tonjam91,800.0017Truk Bak Terbuka 3,5 Ton - 4 Tonjam91,800.001 hari= 7 jam18Truk Bak Terbuka 5 Tonjam101,635.0018Truk Bak Terbuka 5 Tonjam101,635.001 hari= 7 jam711,445.0020Whell Loader 115 HPjam130,826.8020Whell Loader CAT 930 115 HPjam130,826.801 hari= 7 jam915,787.60342.968Lm3/jam381.45522Motor grader 100 HPjam153,000.0022Motor graderGD-31 110 HPjam153,000.001 hari= 7 jam1,071,000.00469.174m2/jam326.10523Tamper 4 HPjam10,890.0023Tamper 4 HPjam10,890.001 hari= 7 jam24Mesin Gilas Roda Karet 8 - 15 Tonjam113,796.0024Mesin Gilas Roda Karet 8 - 15 Tonjam113,796.001 hari= 7 jam25Mesin Gilas Tiga Roda 8 - 10 Tonjam64,350.0025Mesin Gilas Tiga Roda 8 - 10 Tonjam64,350.001 hari= 7 jam29Mesin Gilas Tandem 6 - 10 Tonjam54,450.0029Mesin Gilas Tandem 6 - 10 Tonjam54,450.001 hari= 7 jam381,150.0068.910m2/jam790.16132Mesin Gilas Bergetar 1 Tonjam13,410.0032Mesin Gilas Bergetar 1 Tonjam13,410.001 hari= 7 jam33Truk Tangki Air 115 HPjam120,474.0033Truk Tangki Air 115 HPjam120,474.001 hari= 7 jam34Truk Tangki Airjam127,548.0034Truk Tangki Airjam127,548.001 hari= 7 jam35Pompa Air 50 mm 30 m3 / Jamjam13,230.0035Pompa Air 50 mm 30 m3 / Jamjam13,230.001 hari= 7 jam36Pompa Air 100 mm 30 m3 / Jamjam16,560.0036Pompa Air 100 mm 30 m3 / Jamjam16,560.001 hari= 7 jam37Extruderjam8,000.0037Extruderjam8,000.001 hari= 7 jam38Gerobakjam800.0038Pick Upjam800.001 hari= 7 jam5,600.0039Theodolitejam10,000.0039Theodolitejam10,000.001 hari= 7 jam70,000.00

8.158.15

HSPPROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJAKOTAMADYA SUKABUMITAHUN ANGGARAN 2011

PERHITUNGAN HARGA SATUAN PEKERJAAN

NoUraian PekerjaanKoefisienSatuanHarga SatuanJumlahTotalRpRpRp

1Pekerjaan Persiapan1.1Mobilisasi dan Demobilisasi1LS25,000,000.0025,000,000.00Total25,000,000.001.2Pengadaan Air Kerja1Unit3,700,000.003,700,000.00Total3,700,000.001.3Pengadaan Sanitasi2Unit2,500,000.005,000,000.00Total5,000,000.001.4Pengadaan Penerangan1LS3,500,000.003,500,000.00Total3,500,000.001.5Pembersihan Lokasi (Land Clearing)Untuk 1 m1Alat/BahanBuldozer0.00046buah1,012,900.00465.93UpahOperator0.00046OH71,400.0032.84Asisten Operator0.00046OH37,695.0017.34Pekerja0.00092OH50,925.0046.85Total562.971.6Surveying (Pengukuran dan pematokan)Untuk 1 m1Alat/BahanTheodolite & Perlengkapan ukur0.0067buah70,000.00469.00Kayu Kaso 4/60.0048m32,645,000.0012,696.00Cat 0.2kg27,500.005,500.00UpahSurveyor0.0067OH71,400.00478.38Asisten Surveyor/Pekerja0.02OH37,695.00753.90Total19,897.281.7Papan Nama ProyekUntuk 1 buah papan namaAlat/BahanPlat baja 2 mm5.13kg9,500.0048,735.00Pipa besi dia. 2 "2batang44,000.0088,000.00Cat besi0.3kg41,300.0012,390.00Semen Cor1m31,520.001,556.48Amplas0.375lembar5,500.002,062.50Las0.3unit345,000.00103,500.00UpahMandor0.0334OH73,500.002,454.90Tukang0.333OH68,250.0022,727.25Pekerja0.667OH50,925.0033,966.98Total315,393.111.8Pembuatan Direksi KeetUntuk 1 unitAlat/BahanContainer1buah2,100,000.002,100,000.00Mortar (1 PC : 3 PS)0.5m3123,000.0061,500.00UpahMandor0.2OH73,500.0014,700.00Tukang1OH68,250.0068,250.00Pekerja1OH50,925.0050,925.00Total2,295,375.001.9Pembuatan GudangUntuk 1 m2Alat/BahanPasir0.3m3110,000.0033,000.00Mortar (1 PC : 3 PS)0.03m3123,000.003,690.00Kayu Kaso 4/60.0048m32,645,000.0012,696.00Triplek 6 mm0.35lembar60,600.0021,210.00Paku 5"0.25kg18,000.004,500.00UpahMandor0.025OH73,500.001,837.50Tukang0.125OH68,250.008,531.25Pekerja0.25OH50,925.0012,731.25Total98,196.001.10Pembuatan Barak PekerjaUntuk 1 m2Alat/BahanPasir0.3m2110,000.0033,000.00Mortar (1 PC : 3 PS)0.03m3123,000.003,690.00Kayu Kaso 4/60.0048m32,645,000.0012,696.00Triplek 6 mm0.35lembar60,600.0021,210.00Paku 5"0.25kg18,000.004,500.00UpahMandor0.01OH73,500.00735.00Tukang0.05OH68,250.003,412.50Pekerja0.25OH50,925.0012,731.25Total91,974.751.11Pembuatan Bengkel dan Penyimpanan ListrikUntuk 1 m2Alat/BahanPasir0.3m2110,000.0033,000.00Mortar (1 PC : 3 PS)0.03m3123,000.003,690.00Kayu Kaso 4/60.0048m32,645,000.0012,696.00Triplek 6 mm0.35lembar60,600.0021,210.00Paku 5"0.25kg18,000.004,500.00UpahMandor0.016OH73,500.001,176.00Tukang0.083OH68,250.005,664.75Pekerja0.25OH50,925.0012,731.25Total94,668.001.12Pos KeamananUntuk 1 m2Alat/BahanPasir0.3m2110,000.0033,000.00Mortar (1 PC : 3 PS)0.03m3123,000.003,690.00Kayu Kaso 4/60.0048m32,645,000.0012,696.00Triplek 6 mm0.35lembar60,600.0021,210.00Paku 5"0.25kg18,000.004,500.00UpahMandor0.025OH73,500.001,837.50Tukang0.25OH68,250.0017,062.50Pekerja0.5OH68,250.0034,125.00Total128,121.001.14Pengujian Bahan1LS5,100,000.005,100,000.00Total5,100,000.00

1.15Foto DokumentasiAlat/BahanCamera digital0.00725buah/hr3,050,000.0022,101.45UpahPekerja0.0001OH50,925.005.09Total22,106.542Pekerjaan Tanah2.1Pekerjaan Stripping (t=0.3m)Untuk 1 m1Alat/BahanBuldozer D6D, 160 HP0.00075buah1,012,900.00759.68Wheel Loader C-9300.00042buah915,787.60384.63Dump Truck HD 3250.00362buah1,060,544.803,839.17UpahOperator (B)0.00075OH71,400.0053.55Asisten Operator (B)0.00075OH37,695.0028.27Pekerja (B)0.0015OH50,925.0076.3875Operator (L)0.00042OH71,400.0029.99Asisten Operator (L)0.00042OH37,695.0015.83Pekerja (L)0.00084OH50,925.0042.78Operator (DT)0.00362OH71,400.00258.47Asisten Operator (DT)0.0362OH37,695.001,364.56Total6,853.312.2Pekerjaan GalianUntuk 1 m3Alat/BahanExcavator PC 3000.00069buah846,300.00583.95Dump Truck HD 3250.0037buah1,060,544.803,924.02UpahOperator (E)0.00069OH71,400.0049.27Asisten Operator (E)0.00069OH37,695.0026.01Pekerja (E)0.00138OH50,925.0070.28Operator (DT)0.0037OH71,400.00264.18Asisten Operator (DT)0.0037OH37,695.00139.47Total5,057.172.3Pekerjaan TimbunanUntuk 1 m3Alat/BahanDump Truck HD 3250.0037buah1,060,544.803,924.02UpahOperator (DT)0.0037OH71,400.00264.18Asisten Operator (DT)0.0037OH37,695.00139.47Total4,327.672.4Pemadatan TanahUntuk 1 m2Alat/BahanTandem Roller0.00207buah381,150.00788.98UpahOperator (TR)0.00207OH71,400.00147.80Asisten Operator (TR)0.00207OH37,695.0078.03Pekerja0.00414OH50,925.00210.83Total1,225.642.5Perataan TanahUntuk 1 m2Alat/BahanMotor Grader GD 31, 110 HP0.000304buah1,071,000.00325.58UpahOperator (MG)0.000304OH71,400.0021.71Asisten Operator (MG)0.000304OH37,695.0011.46Pekerja (MG)0.000608OH50,925.0030.96Total389.713Pekerjaan Konstruksi Jalan3.1Lapisan Pondasi Bawah SIRTU 3.1.1 Pengadaan Material SirtuUntuk 1 m3Alat/BahanDump Truck HD 3250.0037buah1,060,544.803,924.02SIRTU1m3195,000.00195,000.00UpahOperator (DT)0.0037OH71,400.00264.18Asisten Operator (DT)0.0037OH37,695.00139.47Total199,327.673.1.2 Penghamparan Material SirtuUntuk 1 m3Alat/BahanBuldozer D6D, 160 HP0.00075buah1,012,900.00759.68UpahOperator (B)0.00075OH71,400.0053.55Asisten Operator (B)0.00075OH37,695.0028.27Pekerja (B)0.0015OH50,925.0076.39Total917.883.1.3 Pemadatan Pondasi BawahUntuk 1 m2Alat/BahanTandem Roller0.00052buah381,150.00198.20UpahOperator (TR)0.00052OH71,400.0037.13Asisten Operator (TR)0.00052OH37,695.0019.60Pekerja (TR)0.00104OH50,925.0052.96Total307.893.1.4 Perataan Pondasi BawahUntuk 1 m2Alat/BahanMotor Grader GD 31, 110 HP0.000304buah1,071,000.00325.58UpahOperator (MG)0.000304OH71,400.0021.71Asisten Operator (MG)0.000304OH37,695.0011.46Pekerja (MG)0.000608OH50,925.0030.96Total389.713.2Lapisan Pondasi Atas Batu Pecah 3.2.1 Pengadaan MaterialUntuk 1 m3Alat/BahanDump Truck HD 3250.0037buah1,060,544.803,924.02Batu Pecah1m3156,000.00156,000.00UpahOperator (DT)0.0037OH71,400.00264.18Asisten Operator (DT)0.0037OH37,695.00139.47Total160,327.673.2.2 Penghamparan Material SirtuUntuk 1 m3Alat/BahanBuldozer D6D, 160 HP0.00075buah1,012,900.00759.68UpahOperator (B)0.00075OH71,400.0053.55Asisten Operator (B)0.00075OH37,695.0028.27Pekerja (B)0.0015OH50,925.0076.39Total917.883.2.3 Pemadatan Pondasi BawahUntuk 1 m2Alat/BahanTandem Roller0.00052buah381,150.00198.20UpahOperator (TR)0.00052OH71,400.0037.13Asisten Operator (TR)0.00052OH37,695.0019.60Pekerja (TR)0.00104OH50,925.0052.96Total307.893.2.4 Perataan Pondasi BawahUntuk 1 m2Alat/BahanMotor Grader GD 31, 110 HP0.000304buah1,071,000.00325.58UpahOperator (MG)0.000304OH71,400.0021.71Asisten Operator (MG)0.000304OH37,695.0011.46Pekerja (MG)0.000608OH50,925.0030.96Total389.713.3Lapis Atas, Laston 3.3.1 Penghamparan Prime CoatUntuk 1 m2Alat/BahanAsphalt Sprayer 0.00179buah145,040.00259.62Prime coat4.40m24,500.0019,800.00UpahOperator (AS)0.00179OH71,400.00127.81Asisten Operator (AS)0.00179OH37,695.0067.47Pekerja (AS)0.00358OH50,925.00182.31Total20,437.213.3.2 Penghamparan aspalUntuk 1 m2Alat/BahanAsphalt Finisher 0.00009buah1,443,910.30129.95Aspal110kg6,000.00660,000UpahOperator (AF)0.00009OH71,400.006.43Asisten Operator (AF)0.00009OH37,695.003.39Pekerja (AF)0.00018OH50,925.009.17Total660,148.943.3.3 Pemadatan aspalUntuk 1 m2Alat/BahanTandem Roller 0.00052buah381,150.00198.20UpahOperator (TR)0.00052OH71,400.0037.13Asisten Operator (TR)0.00052OH37,695.0019.60Pekerja (TR)0.00104OH50,925.0052.96Total307.894Pekerjaan Drainase4.1Pekerjaan Galian Tanah DrainaseUntuk 1 m3Alat/BahanExcavator PC 2200.00125buah703,500.00879.38Dump Truck HD 3250.00424buah1,060,544.804,496.71UpahOperator (E)0.00125OH71,400.0089.25Asisten Operator (E)0.00125OH37,695.0047.12Pekerja (E)0.0025OH50,925.00127.31Operator (DT)0.00424OH71,400.00302.74Asisten Operator (DT)0.00424OH37,695.00159.83Total6,102.335Pekerjaan Utilitas5.1Pekerjaan Gorong-gorong5.1.1 Pemasangan gorong-gorongUntuk 1 m1Alat/BahanGorong-gorong0.25buah110,000.0027,500.00Upah0.025OH78,750.001,968.750.0416OH52,500.002,184.000.01OH47,250.00472.5032,125.256Pekerjaan Kanstin6.1Pemasangan KanstinUntuk 1 m1Alat/BahanKanstin3.5buah18,500.0064,750.00UpahMandor0.005OH78,750.00393.75Tukang0.01OH52,500.00525.00Pekerja0.1OH47,250.004,725.00Total70,393.757Pekerjaan Lain-lain7.1Pemasangan RambuUntuk 1 unitAlat/BahanRambu1buah240,000.00240,000.00UpahMandor0.05OH78,750.003,937.50Tukang0.25OH52,500.0013,125.00Pekerja1OH47,250.0047,250.00Total304,312.507.2Pemasangan Lampu PeneranganUntuk 1 unitAlat/BahanLampu Penerangan1buah1,055,000.001,055,000.00UpahMandor0.05OH78,750.003,937.50Tukang0.25OH52,500.0013,125.00Pekerja1OH47,250.0047,250.00Total1,119,312.507.3Tiang Sandaran7.3.1 Blok BetonUntuk 1 m3Alat/BahanMortar cor1m3123,000.00123,000.00UpahMandor0.2OH78,750.0015,750.00Tukang1OH52,500.0052,500.00Pekerja4OH47,250.00189,000.00Total380,250.007.3.2 Pipa Relling D-5cmUntuk 1 m1Alat/BahanPipa Relling D-5cm1m143,750.0043,750.00UpahMandor0.004OH78,750.00315.00Tukang0.02OH78,750.001,575.00Pekerja0.1OH47,250.004,725.00Total50,365.007.3.3 Pipa Relling D-3cmUntuk 1 m1Alat/BahanPipa Relling D-3cm1m115,000.0015,000.00UpahMandor0.0025OH78,750.00196.88Tukang0.005OH47,250.00236.25Pekerja0.05OH47,250.002,362.50Total17,795.638Pekerjaan Finishing8.1Pembersihan Lokasi kerja8.1.1 Pembongkaran Site InstalationUntuk 1 m2Alat/BahanTruk bak terbuka0.0001buah711,445.0071.14Gerobak0.01buah5,600.0056.00UpahMandor0.00555OH78,750.00437.06Pekerja0.111OH47,250.005,244.75Total5,808.968.1.2 Pembersihan sisa pekerjaanUntuk 1 m1Alat/BahanTruk bak terbuka0.00005buah711,445.0035.57Gerobak0.005buah5,600.0028.00UpahMandor0.002OH78,750.00157.50Pekerja0.05OH47,250.002,362.50Total2,583.578.2Pembuatan Marka Jalan8.2.1 Garis LurusUntuk 1 m1Alat/BahanCat0.04kg36,800.001,472.00UpahMandor0.001OH78,750.0078.75Pekerja0.02OH47,250.00945.00Total2,495.75

Project Manager,Pembangunan Jalan Sukamekar-Sukaraja

Ok Taecyeon, MT

BQPROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJAPROYEK PEMBANGUNAN JALAN SUKAMEKAR-SUKARAJAKOTAMADYA SUKABUMIKOTAMADYA SUKABUMITAHUN ANGGARAN 2011TAHUN ANGGARAN 2011

Rencana Anggaran Biaya (RAB) Rekapitulasi Biaya

NOURAIAN PEKERJAANkuantitassatuanHSPBIAYANOURAIAN PEKERJAANTOTAL BIAYA (Rp)BOBOT %

1Pekerjaan Persiapan1Pekerjaan Persiapan152,801,986.280.471.1Mobilisasi dan Demobilisasi1LS25,000,000.0025,000,000.002Pekerjaan Tanah362,278,895.971.111.2Pengadaan Air Kerja1unit3,700,000.003,700,000.003Pekerjaan Konstruksi Jalan31,248,110,375.9996.081.3Pengadaan Sanitasi2unit5,000,000.0010,000,000.004Pekerjaan Drainase24,702,227.800.081.4Pengadaan Penerangan1LS3,500,000.003,500,000.005Pekerjaan Utilitas3,212,525.000.011.5Pembersihan Lokasi (Land Clearing)60718m1562.9734,182,333.536Pekerjaan Trotoar284,953,900.000.881.6Surveying (Pengukuran dan pematokan)2408.5m119,897.2847,922,598.887Pekerjaan Lain-lain433,438,060.001.331.7Papan Nama Proyek1buah315,393.11315,393.118Pekerjaan Finishing12,895,261.380.041.8Pembuatan Direksi Keet2unit2,295,375.004,590,750.001.9Pembuatan Bengkel 20m298,196.001,963,920.00JUMLAH32,522,393,232.41100.001.10Pembuatan Barak Pekerja60m291,974.755,518,485.001.11Pembuatan Gudang dan ME80m294,668.007,573,440.00PAJAK4,878,358,984.861.12Pos Keamanan3m2128,121.00384,363.001.14Pengujian Bahan1LS5,100,000.005,100,000.00JUMLAH37,400,752,217.281.15Foto Dokumentasi138hari22,106.543,050,702.77Sub total 152,801,986.28PROFIT3,740,075,221.732Pekerjaan Tanah2.1Pekerjaan Stripping (t=0.3m)25890m36,853.31177,429,470.58TOTAL KESELURUHAN41,140,827,4392.2Pekerjaan Galian25007m35,057.17126,462,029.332.3Pekerjaan Timbunan44464m31,225.6454,496,830.572.4Pemadatan Tanah2409m21,225.642,951,945.872.5Perataan Tanah2409m2389.71938,619.62Sub total 362,278,895.97Project Manager,3Pekerjaan Konstruksi JalanPembangunan Jalan Sukamekar-Sukaraja3.1Lapisan Pondasi Bawah SIRTU CBR 70 %3.1.1 Pengadaan Material Sirtu5564m3199,327.671,108,986,386.043.1.2 Penghamparan Material Sirtu5564m3917.885,106,770.163.1.3 Pemadatan Pondasi Bawah33719m2307.8910,381,722.683.1.4 Perataan Pondasi Bawah33719m2389.7113,140,674.653.2Lapisan Pondasi Atas Batu Pecah CBR 100 % 3.2.1 Pengadaan Material Batu Pecah3372m3160,327.67540,608,861.23Ok Taecyeon, MT3.2.2 Penghamparan Material Batu Pecah3372m3917.883,095,012.223.2.3 Pemadatan Pondasi Atas81972m2307.8925,238,309.903.2.4 Perataan Pondasi Atas81972m2389.7131,945,413.043.3Lapis Atas, Laston (t=10 cm)3.3.1 Penghamparan Prime Coat43340m220,437.21885,738,599.313.3.2 Penghamparan aspal43340m2660,148.9428,610,524,854.113.3.3 Pemadatan aspal43340m3307.8913,343,772.65Sub total 31,248,110,375.994Pekerjaan Drainase4.1Pekerjaan Galian Drainase4048m36,102.3324,702,227.80Sub total 24,702,227.805Pekerjaan Utilitas5.1Pekerjaan Gorong-gorong5.1.1 Pemasangan gorong-gorong100m132,125.253,212,525.00Sub total 3,212,525.006Pekerjaan Trotoar6.3Pemasangan Kanstin4048m170,393.75284,953,900.00Sub total 284,953,900.00

8Pekerjaan Lain-lain8.1Pemasangan Rambu28buah304,312.508,520,750.008.2Pemasangan Lampu Penerangan321buah1,119,312.50359,299,312.508.3Tiang Sandaran8.3.1 Blok Beton3m3380,250.001,140,750.008.3.2 Pipa Relling D-5cm199m150,365.0010,022,635.008.3.3 Pipa Relling D-3cm3060m117,795.6354,454,612.50Sub total 433,438,060.009Pekerjaan Finishing9.1Pembersihan Lokasi kerja9.1.1 Pembongkaran Site Instalastion500m25,808.962,904,478.509.1.2 Pembersihan sisa pekerjaan2023.9m12,583.575,228,891.889.3Pembuatan Marka Jalan9.3.1 Garis Lurus1908m12,495.754,761,891.00Sub total 12,895,261.38

Project Manager,Pembangunan Jalan Sukamekar-Sukaraja

Ok Taecyeon, MT

harga prnt

DAFTAR HARGA UPAH KERJA, MATERIAL DAN PERALATANBOGOR, TAHUN 2010

NO.U R A I A NSATUANHARGA ( Rp )KET

UPAH KERJA1 mandorHari73,500.002 Kepala tukangHari71,400.003 Tukang kayuHari68,250.004 Tukang besiHari68,250.005 Tukang batuHari68,250.006 Operator terlatihHari71,400.007 Operator kurang terlatihHari68,250.008 Asisten operatorHari37,695.009 Supir trukHari66,780.0010 Pembantu supirHari37,695.0011 Buruh lapangan tak terlatihHari32,445.0012 Buruh lapangan kurang terlatihHari37,695.0013 Buruh lapangan terlatihHari42,945.0014 Pembantu tukangHari37,695.0015 P e k e r j aHari50,925.00

MATERIAL1 Abu batum3164,000.002 Alat bantu set55,000.003 Aspal curahkg4,500.004 Aspal bitumenkg6,000.005 Atras (tanah urug)m368,000.006 Bata merah bh350.007 Batu belah ukuran 10-15 cmm3137,000.008 Batu belah ukuran 15-20 cmm3137,000.009 Batu pecah mesin ukuran 3 - 5 cmm3180,000.0010 Batu pecah mesin ukuran 2 - 3 cm m3197,500.0011 Batu pecah mesin ukuran 1 - 2 cm m3197,500.0012 Batu pecah mesin ukuran 0,5 - 1 cmm3200,000.0013 Batu pecah tangan ukuran 5 - 7 cmm3147,000.0014 Batu pecah tangan ukuran 3 - 5 cmm3156,000.0015 Batu pecah tangan ukuran 2 - 3 cmm3175,000.0016 Besi betonkg17,500.0017 Cat dasar / menie kg30,000.0018 Cat kayu kg45,000.0019 Cat tembok kg36,800.0020 Cat sinkromatkg41,300.0021 Cat jembatan / sinkromatkg55,000.0022 Gorong-gorong beton D 40 cm - 1 mbh82,000.0023 Gorong-gorong beton D 60 cm - 1 mbh95,000.0024 Gorong-gorong beton D 80 cm - 1 mbh105,000.0025 Gorong-gorong beton D 100 cm - 1,5 mbh110,000.0026 Glass beatkg40,000.0027 Gas elpijikg7,000.0028 I j u kkg7,000.0029 Kayu dolken dia 8 -10/4 m'btg33,125.0030 Kayu dolken dia 12 -15/4 m'btg45,000.0031 Kayu kaso 4/6m32,645,000.0032 Kayu kaso 5/7 marantim34,255,000.0033 Kapur bakarm3214,000.0034 Kawat bronjong 4 mmkg9,000.0035 Kawat baja (bindstaal)/kawat betonkg22,000.0036 Kayu perancah/acuanm32,645,000.0037 Minyak tanahlt8,000.0038 Minyak diesel/solarlt4,500.0039 Minyak pelumaslt30,000.0040 Minyak aspalkg8,000.0041 Paku biasa 2" - 5"kg18,000.0042 Pasir pasangm3115,000.0043 Paving blockbh2,100.0044 Kanstinbh18,500.0045 Rumput tanamm28,500.0046 Plamir tembok sejenis Vinilexkg7,500.0047 Pasir urug/timbunanm3110,000.0048 Pasir beton/kasarm3208,000.0049 Portland cement (PC)zak76,000.0050 Portland cement (PC)kg1,520.0051 Pipa galvanis O 3 cmm15,000.0051 Pipa galvanis O 5 cmm43,750.0052 Premiumlt7,600.0053 Pasir aspalm3150,000.0054 Seng gelombang 3" - 6" BJLS 30lbr50,000.0055 S i r t um3195,000.0056 Sirtu tersaring (pecah bergradasi)m3135,000.0057 Triplek 6 mmlbr60,600.0058 Tanah timbunan terpilih (tanah lokal)m378,000.0059 Thermoplastic glass beatkg46,000.0060 Upah penulisanbh50,000.0061 Kunci Gembokbh8,700.0062 Engsel PintuSet25,000.0063 Triplek 3 mmlbr45,000.0064 Ram Kawatm210,250.0065 Tanah urug biasam356,000.0066 Pipa besi 2"btg44,000.0067 Socket besi 3"bh37,000.0068 Besi Profil / WFkg10,500.0069 Plat Bajakg9,500.0070 Besi Stripkg7,000.0071 Elastomerbh490,000.0072 Ruber Jointbh160,000.0073 Scafholdingbh908.0074 Rambubh240,000.0075 Lampu peneranganbh1,055,000.00

PERALATANHarga/hari1Penyemprot Aspal 350 literjam20,720.001 hari= 7 jam145,040.002Mesin Penyampur Aspal 30 Ton / Jamjam157,193.201 hari= 7 jam1,100,352.403Aspal Finisherjam206,272.901 hari= 7 jam1,443,910.304Mesin Penghampar 30 HPjam387,811.001 hari= 7 jam2,714,677.005Compresor 150 M3 / Jamjam34,974.001 hari= 7 jam244,818.006Bulldozer D6D 160 HPjam144,700.001 hari= 7 jam1,012,900.007Bulldozer 65 HPjam115,110.001 hari= 7 jam805,770.008Excavator PC 300jam120,900.001 hari= 7 jam846,300.009Excavator PC 220jam100,500.001 hari= 7 jam703,500.0012Alat Penggetar Beton 4 HPjam6,930.001 hari= 7 jam48,510.0014Pengaduk Beton 125 - 500 Lt 6 HPjam14,670.001 hari= 7 jam102,690.0015Dump Truck 3,5 Ton 115 HPjam112,374.001 hari= 7 jam786,618.0016Dump Truck 5 Tonjam151,506.401 hari= 7 jam1,060,544.8017Truk Bak Terbuka 3,5 Ton - 4 Tonjam91,800.001 hari= 7 jam642,600.0018Truk Bak Terbuka 5 Tonjam101,635.001 hari= 7 jam711,445.0020Whell Loader CAT 930 115 HPjam130,826.801 hari= 7 jam915,787.6022Motor graderGD-31 110 HPjam153,000.001 hari= 7 jam1,071,000.0023Tamper 4 HPjam10,890.001 hari= 7 jam76,230.0024Mesin Gilas Roda Karet 8 - 15 Tonjam113,796.001 hari= 7 jam796,572.0025Mesin Gilas Tiga Roda 8 - 10 Tonjam64,350.001 hari= 7 jam450,450.0029Mesin Gilas Tandem 6 - 10 Tonjam54,450.001 hari= 7 jam381,150.0032Mesin Gilas Bergetar 1 Tonjam13,410.001 hari= 7 jam93,870.0033Truk Tangki Air 115 HPjam120,474.001 hari= 7 jam843,318.0034Truk Tangki Airjam127,548.001 hari= 7 jam892,836.0035Pompa Air 50 mm 30 m3 / Jamjam13,230.001 hari= 7 jam92,610.0036Pompa Air 100 mm 30 m3 / Jamjam16,560.001 hari= 7 jam115,920.0037Extruderjam8,000.001 hari= 7 jam56,000.0038Pick Upjam800.001 hari= 7 jam5,600.0039Theodolitejam10,000.001 hari= 7 jam70,000.00