rekapREKAPITULASI RENCANA ANGGARAN BIAYAPEMBANGUNAN TEMPAT PARKIR KENDARAAN KANTOR BPKS DAN PELABUHANTAHUN ANGGARAN 2013NOURAIAN PEKERJAANJUMLAH HARGA

IPERSIAPAN15,303,586.00IIPEMBANGUNAN TEMPAT PARKIR RODA 4 Kantor BPKS 123,101,783.78IIIPEMBANGUNAN TEMPAT PARKIR RODA 2 Kantor BPKS 153,264,305.71IVPEMBANGUNAN T EMPAT PARKIR RODA 4 RUMAH PIMPINAN130,808,894.84

Total422,478,570.33PPN 10 %42,247,857.03Jumlah464,726,427.36Dibulatkan464,726,000.00491,916,000.00

Terbilang : Empat Ratus Enam Puluh Empat Juta Tujuh Ratus Dua Puluh Enam Ribu Rupiah27,190,000.005.53

Banda aceh, 18 September 2013CV. LAGAK CIPTA MANDIRI

MuzakirWakil Direktur

rab

RENCANA ANGGARAN BIAYA ( RAB )PERSIAPANNo.Item PekerjaanVolumeSatuanAnalisaHarga ( Rp. )Jumlah ( Rp. )IPEKERJAAN PERSIAPAN

1Papan Nama Proyek1.00Unit A4803,586.00803,586.002Direksi Keed / Gudang Material ( sewa )1.00Unit taksir5,000,000.005,000,000.003Pemasangan Bauplank Seluruh Bangunan1.00Ls taksir5,000,000.005,000,000.004Pembersihan Akhir1.00Ls taksir2,000,000.002,000,000.005Administrasi1.00Unittaksir2,500,000.002,500,000.00Total15,303,586.00JUMLAH TOTAL15,303,586.00RENCANA ANGGARAN BIAYA ( RAB )PEMBANGUNAN TEMPAT PARKIR RODA 4 KANTOR BPKSNo.Item PekerjaanVolumeSatuanAnalisaHarga ( Rp. )Jumlah ( Rp. )

IIPEKERJAAN TANAH1Galian Tanah Pondasi22.96mSNI 6.240,186.00922,670.562Urugan Pasir Bawah Pondasi1.64mA18151,100.00247,804.003Urugan Tanah Kembali7.65mSNI 6.914,653.00112,095.45Total1,282,570.01

IIIPEKERJAAN PONDASI1Pasangan Pondasi Batu Bata 1Pc : 2Ps16.25mSNI 6.9 03-2837-2002117,358.001,907,067.502Pasangan Pondasi Batu Gunung 1Pc : 4 Ps11.07mSNI 6.5 03-2836-2002660,832.007,315,410.243Aanstamping (Batu Kosong)3.28mSNI 6.14 03-2836-2002299,727.00983,104.56Total10,205,582.30

IVPEKERJAAN PASANGAN DAN PLASTERAN1Pasangan Bata Atas Balok 1PC : 4 Ps28.40mSNI 6.11 03-2837-2002106,492.003,024,372.802Plasteran Dinding dan Balok79.30mSNI 6.4 03-2837-200240,315.003,196,979.503Relief Tiang Kolom12.00bhtaksir1,820,000.0021,840,000.00Total28,061,352.30

VPEKERJAAN LANTAI1Pasir Urug Bawah Lantai7.35mA18151,100.001,110,585.002Tanah Urug5.88mMOD A18101,180.00594,938.403Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran7.35mSNI DT-91-0008-2007-6.8 978,073.007,188,836.55Total8,894,359.95

VIPEKERJAAN BETON1Sloop 20/201.64mSupl. Vc1 5,242,031.008,596,930.842Kolom 20/201.68mSupl. Vc3 5,689,047.009,557,598.963Balok 20/252.58mSupl. Vc2 4,986,839.0012,866,044.624Plat Daag T = 10 cm7.35mSNI 6.8 20073,897,616.0028,647,477.60Total59,668,052.02

VIIPEKERJAAN ELEKTRIKAL1Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.002Box Zakering1.00bhtaksir163,300.00163,300.00Total6,163,300.00

VIIIPEKERJAAN PENGECATAN1Pengcatan dinding bata192.20mSNI 6.1430,586.005,878,629.202Pengecatan Plafond Plat Daag73.50mSNI 6.940,108.002,947,938.00Total8,826,567.20JUMLAH TOTAL123,101,783.78RENCANA ANGGARAN BIAYA ( RAB )PEMBANGUNAN TEMPAT PARKIR RODA 2 KANTOR BPKSNo.Item PekerjaanVolumeSatuanAnalisaHarga ( Rp. )Jumlah ( Rp. )

IPEKERJAAN TANAH1Galian Tanah Pondasi32.48mSNI 6.240,186.001,305,241.282Urugan Pasir Bawah Pondasi2.32mA18151,100.00350,552.003Urugan Tanah Kembali10.83mSNI 6.914,653.00158,691.99Total1,814,485.27

IIPEKERJAAN PONDASI1Pasangan Pondasi Batu Bata 1Pc : 2Ps41.60mSNI 6.9 03-2837-2002117,358.004,882,092.802Pasangan Pondasi Batu Gunung 1Pc : 4 Ps15.66mSNI 6.5 03-2836-2002660,832.0010,348,629.123Aanstamping (Batu Kosong)4.64mSNI 6.14 03-2836-2002299,727.001,390,733.28Total16,621,455.20

IIIPEKERJAAN PASANGAN DAN PLASTERAN1Pasangan Bata 1PC : 2 Ps10.20mSNI 6.9 03-2837-2002117,358.001,197,051.60SNI2Plasteran Balok31.90mSNI 6.4 03-2837-200240,315.001,286,048.503Relief Tiang Kolom18.00bhtaksir1,820,000.0032,760,000.0054Total35,243,100.10350001,890,000.00IVPEKERJAAN LANTAI1Pasir Urug Bawah Lantai9.60mA18151,100.001,450,560.002Tanah Urug7.68mMOD A18101,180.00777,062.403Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran9.60mSNI DT-91-0008-2007-6.8 978,073.009,389,500.80Total11,617,123.20

VPEKERJAAN BETON1Sloop 20/202.32mSupl. Vc1 5,242,031.0012,161,511.922Kolom 20/202.81mSupl. Vc3 5,689,047.0015,986,222.073Balok 15/302.61mSupl. Vc2 4,986,839.0013,015,649.794Plat Daag T = 10 cm8.32mSNI 6.8 20073,897,616.0032,428,165.12Total73,591,548.90

VIPEKERJAAN ELEKTRIKAL1Lampu Hemat Energi 25 Watt + Saklar + Rangkaian4.00bhtaksir2,000,000.008,000,000.002Box Zakering1.00bhtaksir163,300.00163,300.00Total8,163,300.00

VIIPEKERJAAN PENGECATAN1Pengcatan Kolom dan Balok94.04mSNI 6.1430,586.002,876,307.442Pengecatan Plafond Plat Daag83.20mSNI 6.940,108.003,336,985.60Total6,213,293.04JUMLAH TOTAL153,264,305.71

RENCANA ANGGARAN BIAYA ( RAB )PEMBANGUNAN TEMPAT PARKIR RODA 4 RUMAH PIMPINANNo.Item PekerjaanVolumeSatuanAnalisaHarga ( Rp. )Jumlah ( Rp. )

IPEKERJAAN TANAH1Galian Tanah Pondasi17.60mSNI 6.240,186.00707,273.602Urugan Pasir Bawah Pondasi1.76mA18151,100.00265,936.003Urugan Tanah Kembali5.87mSNI 6.914,653.0086,013.11Total1,059,222.71

IIPEKERJAAN PONDASI1Pasangan Pondasi Batu Bata 1Pc : 2Ps68.21mSNI 6.9 03-2837-2002117,358.008,004,989.182Pasangan Pondasi Batu Gunung 1Pc : 4 Ps20.54mSNI 6.5 03-2836-2002660,832.0013,573,489.283Aanstamping (Batu Kosong)3.52mSNI 6.14 03-2836-2002299,727.001,055,039.04Total22,633,517.50

IIIPEKERJAAN PASANGAN DAN PLASTERAN1Plasteran Kolom dan Balok43.25mSNI 6.4 03-2837-200240,315.001,743,623.75Total1,743,623.75

IVPEKERJAAN LANTAI1Pasir Urug Bawah Lantai8.05mA18151,100.001,216,355.002Tanah Urug39.45mMOD A18101,180.003,991,551.003Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran8.05mSNI DT-91-0008-2007-6.8 978,073.007,873,487.65Total13,081,393.65

VPEKERJAAN BETON1Sloop 20/252.38mSupl. Vc1 5,242,031.0012,476,033.782Kolom 25/251.50mSupl. Vc3 5,689,047.008,533,570.503Balok 20/252.38mSupl. Vc2 4,986,839.0011,868,676.824Plat Daag T = 10 cm8.05mSNI 6.8 20073,897,616.0031,375,808.80Total64,254,089.90

VIPEKERJAAN ELEKTRIKAL1Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.002Box Zakering1.00bhtaksir163,300.00163,300.00Total6,163,300.00

VIIPEKERJAAN PENGECATAN1Pengcatan kolom dan Balok43.25mSNI 6.1430,586.001,322,844.502Pengecatan Plafond Plat Daag80.50mSNI 6.940,108.003,228,694.003Pengecatan Listplank16.88mSNI 6.940,108.00677,023.04Total5,228,561.54

VIIIPEKERJAAN PAVING BLOCK1Cor beton bawah pas. Paving block4.62mSNI DT-91-0008-2007-6.1 95,005.00438,923.102Pasir Urug Bawah Pasangan Paving Block4.62mA18151,100.00698,082.003Pemasangan Paving Block92.48mAnl. Supl G.2146,791.0013,575,231.684Tanah Urug13.87mMOD A18101,180.001,403,366.605Pasangan Bata Kanstein7.91mAnl. Supl G.166,951.00529,582.41Total16,645,185.79JUMLAH TOTAL130,808,894.84

schedulleJADUAL PELAKSANAAN

NAMA KEGIATAN:0422,478,570.33LOKASI:KOTA SABANGTAHUN ANGGARAN:2013

No.Item PekerjaanVolumeSatuanAnalisaHarga ( Rp. )Jumlah ( Rp. )Bobot (%)BULAN IBULAN IIBULAN III123456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475IPEKERJAAN PERSIAPAN

1Papan Nama Proyek1.00Unit A4803,586.00803,586.000.190.030.030.030.030.030.030.192Direksi Keed / Gudang Material ( sewa )1.00Unit taksir5,000,000.005,000,000.001.180.080.080.080.080.080.080.080.080.080.080.080.080.080.081.183Pemasangan Bauplank Seluruh Bangunan1.00Ls taksir5,000,000.005,000,000.001.180.150.150.150.150.150.150.150.151.184Pembersihan Akhir1.00Ls taksir2,000,000.002,000,000.000.470.070.070.070.070.070.070.070.475Administrasi1.00Unittaksir2,500,000.002,500,000.000.590.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.010.59Total15,303,586.00- 0JUMLAH TOTAL15,303,586.00- 0PEMBANGUNAN TEMPAT PARKIR RODA 4 KANTOR BPKS- 0IIPEKERJAAN TANAH- 01Galian Tanah Pondasi22.96mSNI 6.240,186.00922,670.560.220.050.050.050.050.222Urugan Pasir Bawah Pondasi1.64mA18151,100.00247,804.000.060.030.030.063Urugan Tanah Kembali7.65mSNI 6.914,653.00112,095.450.030.030.03Total1,282,570.01- 0IIIPEKERJAAN PONDASI- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps16.25mSNI 6.9 03-2837-2002117,358.001,907,067.500.450.110.110.110.110.452Pasangan Pondasi Batu Gunung 1Pc : 4 Ps11.07mSNI 6.5 03-2836-2002660,832.007,315,410.241.730.250.250.250.250.250.250.251.733Aanstamping (Batu Kosong)3.28mSNI 6.14 03-2836-2002299,727.00983,104.560.230.120.120.23Total10,205,582.30- 0IVPEKERJAAN PASANGAN DAN PLASTERAN- 01Pasangan Bata Atas Balok 1PC : 4 Ps28.40mSNI 6.11 03-2837-2002106,492.003,024,372.800.720.140.140.140.140.140.722Plasteran Dinding dan Balok79.30mSNI 6.4 03-2837-200240,315.003,196,979.500.760.150.150.150.150.150.763Relief Tiang Kolom12.00bhtaksir1,820,000.0021,840,000.005.170.320.320.320.320.320.320.320.320.320.320.320.320.320.320.320.325.17Total28,061,352.30- 0VPEKERJAAN LANTAI- 01Pasir Urug Bawah Lantai7.35mA18151,100.001,110,585.000.260.130.130.262Tanah Urug5.88mMOD A18101,180.00594,938.400.140.070.070.143Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran7.35mSNI DT-91-0008-2007-6.8 978,073.007,188,836.551.700.850.851.70Total8,894,359.95- 0VIPEKERJAAN BETON- 01Sloop 20/201.64mSupl. Vc1 5,242,031.008,596,930.842.030.410.410.410.410.412.032Kolom 20/201.68mSupl. Vc3 5,689,047.009,557,598.962.260.320.320.320.320.320.320.322.263Balok 20/252.58mSupl. Vc2 4,986,839.0012,866,044.623.050.440.440.440.440.440.440.443.054Plat Daag T = 10 cm7.35mSNI 6.8 20073,897,616.0028,647,477.606.780.480.480.480.480.480.480.480.480.480.480.480.480.480.486.78Total59,668,052.02- 0VIIPEKERJAAN ELEKTRIKAL- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.001.420.140.140.140.140.140.140.140.140.140.141.422Box Zakering1.00bhtaksir163,300.00163,300.000.040.040.04Total6,163,300.00- 0VIIIPEKERJAAN PENGECATAN- 01Pengecatan dinding bata192.20mSNI 6.1430,586.005,878,629.201.390.090.090.090.090.090.090.090.090.090.090.090.090.090.090.091.392Pengecatan Plafond Plat Daag73.50mSNI 6.940,108.002,947,938.000.700.140.140.140.140.140.70Total8,826,567.20- 0JUMLAH TOTAL123,101,783.78- 0PEMBANGUNAN TEMPAT PARKIR RODA 2 KANTOR BPKS- 0IPEKERJAAN TANAH- 01Galian Tanah Pondasi32.48mSNI 6.240,186.001,305,241.280.310.050.050.050.050.050.050.312Urugan Pasir Bawah Pondasi2.32mA18151,100.00350,552.000.080.040.040.083Urugan Tanah Kembali10.83mSNI 6.914,653.00158,691.990.040.040.04Total1,814,485.27- 0IIPEKERJAAN PONDASI- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps41.60mSNI 6.9 03-2837-2002117,358.004,882,092.801.160.230.230.230.230.231.162Pasangan Pondasi Batu Gunung 1Pc : 4 Ps15.66mSNI 6.5 03-2836-2002660,832.0010,348,629.122.450.270.270.270.270.270.270.270.270.272.453Aanstamping (Batu Kosong)4.64mSNI 6.14 03-2836-2002299,727.001,390,733.280.330.160.160.33Total16,621,455.20- 0IIIPEKERJAAN PASANGAN DAN PLASTERAN- 01Pasangan Bata 1PC : 2 Ps10.20mSNI 6.9 03-2837-2002117,358.001,197,051.600.28SNI0.090.090.090.282Plasteran Balok31.90mSNI 6.4 03-2837-200240,315.001,286,048.500.300.100.100.100.303Relief Tiang Kolom18.00bhtaksir1,820,000.0032,760,000.007.750.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.390.397.75Total35,243,100.1035,000.0035,000.00IVPEKERJAAN LANTAI- 01Pasir Urug Bawah Lantai9.60mA18151,100.001,450,560.000.340.170.170.342Tanah Urug7.68mMOD A18101,180.00777,062.400.180.090.090.183Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran9.60mSNI DT-91-0008-2007-6.8 978,073.009,389,500.802.220.740.740.742.22Total11,617,123.20- 0VPEKERJAAN BETON- 01Sloop 20/202.32mSupl. Vc1 5,242,031.0012,161,511.922.880.720.720.720.722.882Kolom 20/202.81mSupl. Vc3 5,689,047.0015,986,222.073.780.540.540.540.540.540.540.543.783Balok 15/302.61mSupl. Vc2 4,986,839.0013,015,649.793.080.440.440.440.440.440.440.443.084Plat Daag T = 10 cm8.32mSNI 6.8 20073,897,616.0032,428,165.127.680.550.550.550.550.550.550.550.550.550.550.550.550.550.557.68Total73,591,548.90- 0VIPEKERJAAN ELEKTRIKAL- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian4.00bhtaksir2,000,000.008,000,000.001.890.240.240.240.240.240.240.240.241.892Box Zakering1.00bhtaksir163,300.00163,300.000.040.040.04Total8,163,300.00- 0VIIPEKERJAAN PENGECATAN- 01Pengcatan Kolom dan Balok94.04mSNI 6.1430,586.002,876,307.440.680.050.050.050.050.050.050.050.050.050.050.050.050.050.050.050.682Pengecatan Plafond Plat Daag83.20mSNI 6.940,108.003,336,985.600.790.160.160.160.160.160.79Total6,213,293.04- 0JUMLAH TOTAL153,264,305.71- 0PEMBANGUNAN TEMPAT PARKIR RODA 4 RUMAH PIMPINAN- 0IPEKERJAAN TANAH- 01Galian Tanah Pondasi17.60mSNI 6.240,186.00707,273.600.170.040.040.040.040.172Urugan Pasir Bawah Pondasi1.76mA18151,100.00265,936.000.060.060.063Urugan Tanah Kembali5.87mSNI 6.914,653.0086,013.110.020.020.02Total1,059,222.71- 0IIPEKERJAAN PONDASI- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps68.21mSNI 6.9 03-2837-2002117,358.008,004,989.181.890.320.320.320.320.320.321.892Pasangan Pondasi Batu Gunung 1Pc : 4 Ps20.54mSNI 6.5 03-2836-2002660,832.0013,573,489.283.210.320.320.320.320.320.320.320.320.320.323.213Aanstamping (Batu Kosong)3.52mSNI 6.14 03-2836-2002299,727.001,055,039.040.250.250.25Total22,633,517.50- 0IIIPEKERJAAN PASANGAN DAN PLASTERAN- 01Plasteran Kolom dan Balok43.25mSNI 6.4 03-2837-200240,315.001,743,623.750.410.030.030.030.030.030.030.030.030.030.030.030.030.41Total1,743,623.75- 0IVPEKERJAAN LANTAI- 01Pasir Urug Bawah Lantai8.05mA18151,100.001,216,355.000.290.140.140.292Tanah Urug39.45mMOD A18101,180.003,991,551.000.940.470.470.943Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran8.05mSNI DT-91-0008-2007-6.8 978,073.007,873,487.651.860.620.620.621.86Total13,081,393.65- 0VPEKERJAAN BETON- 01Sloop 20/252.38mSupl. Vc1 5,242,031.0012,476,033.782.950.740.740.740.742.952Kolom 25/251.50mSupl. Vc3 5,689,047.008,533,570.502.020.290.290.290.290.290.290.292.023Balok 20/252.38mSupl. Vc2 4,986,839.0011,868,676.822.810.400.400.400.400.400.400.402.814Plat Daag T = 10 cm8.05mSNI 6.8 20073,897,616.0031,375,808.807.430.410.410.410.410.410.410.410.410.410.410.410.410.410.410.410.410.410.417.43Total64,254,089.90- 0VIPEKERJAAN ELEKTRIKAL- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.001.420.180.180.180.180.180.180.180.181.422Box Zakering1.00bhtaksir163,300.00163,300.000.040.040.04Total6,163,300.00- 0VIIPEKERJAAN PENGECATAN- 01Pengcatan kolom dan Balok43.25mSNI 6.1430,586.001,322,844.500.310.040.040.040.040.040.040.040.040.312Pengecatan Plafond Plat Daag80.50mSNI 6.940,108.003,228,694.000.760.150.150.150.150.150.763Pengecatan Listplank16.88mSNI 6.940,108.00677,023.040.160.040.040.040.040.16Total5,228,561.54- 0VIIIPEKERJAAN PAVING BLOCK- 01Cor beton bawah pas. Paving block4.62mSNI DT-91-0008-2007-6.1 95,005.00438,923.100.100.030.030.030.102Pasir Urug Bawah Pasangan Paving Block4.62mA18151,100.00698,082.000.170.170.173Pemasangan Paving Block92.48mAnl. Supl G.2146,791.0013,575,231.683.210.360.360.360.360.360.360.360.360.363.214Tanah Urug13.87mMOD A18101,180.001,403,366.600.330.170.170.335Pasangan Bata Kanstein7.91mAnl. Supl G.166,951.00529,582.410.130.030.030.030.030.030.13Total16,645,185.79- 0JUMLAH TOTAL130,808,894.84- 0- 0100.00Rencana0.120.120.120.120.120.120.240.240.240.240.350.350.420.420.421.261.011.011.532.423.574.605.184.844.403.522.161.521.651.551.551.311.311.281.281.331.441.441.451.451.451.451.451.451.451.451.451.451.451.150.841.081.471.761.941.981.721.731.731.491.171.050.900.930.930.930.930.931.000.960.640.680.680.290.29Komulatif Rencana- 00.120.250.370.500.620.740.991.231.471.712.052.402.823.233.664.915.936.948.4810.9014.4719.0724.2529.0933.5037.0139.1740.6942.3443.9045.4546.7648.0749.3650.6451.9753.4254.8656.3157.7659.2260.6762.1263.5865.0366.4867.9369.3970.8471.9972.8373.9175.3777.1379.0781.0582.7884.5086.2387.7288.8889.9390.8391.7692.6993.6294.5595.4896.4897.4498.0798.7599.4299.71100RealisasiKomulatif RealisasiDeviasi

Banda aceh, 18 September 2013CV. LAGAK CIPTA MANDIRI

MuzakirWakil Direktur

anl. arus kasANALISA ARUS KAS

NAMA KEGIATAN:0LOKASI:KOTA SABANG422,478,570.33TAHUN ANGGARAN:2013

NAMA PEKERJAANNOMOR DAN TANGGAL KONTRAKNILAI PENAWARAN SEBELUM PPnWAKTU PELAKSANAANSTATUSNAMA PERUSAHAANBobot (%)BULAN IBULAN IIBULAN IIIPEMBANGUNAN TEMPAT PARKIR KENDARAAN KANTOR BPKS DAN PELABUHAN422,478,570.3375 HARI UTAMACV. LAGAK CIPTA MANDIRI1.0023456789101112131415161718192021222324252627282930313233343536373839404142434445464748495051525354555657585960616263646566676869707172737475BULAN IBULAN IIBULAN IBULAN IIBULAN IIIJUMLAHKETERANGAN

IPEKERJAAN PERSIAPAN

1Papan Nama Proyek1.00Unit A4803,586.00803,586.00803,586.00- 0- 0803,586.000.19133,931.00133,931.00133,931.00133,931.00133,931.00133,931.00803,586.000.002Direksi Keed / Gudang Material ( sewa )1.00Unit taksir5,000,000.005,000,000.005,000,000.00- 0- 05,000,000.001.18357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.86357,142.865,000,000.00- 03Pemasangan Bauplank Seluruh Bangunan1.00Ls taksir5,000,000.005,000,000.005,000,000.00- 0- 05,000,000.001.18625,000.00625,000.00625,000.00625,000.00625,000.00625,000.00625,000.00625,000.005,000,000.000.004Pembersihan Akhir1.00Ls taksir2,000,000.002,000,000.00- 0- 02,000,000.002,000,000.000.47285,714.290.06762811320.06762811320.06762811320.06762811320.06762811320.0676281132285,714.69- 05Administrasi1.00Unittaksir2,500,000.002,500,000.001,000,000.001,000,000.00500,000.002,500,000.000.5933,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.3333,333.330.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.007889946533,333.330.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994650.00788994651,066,667.01- 0Total15,303,586.00- 015,303,586.00JUMLAH TOTAL15,303,586.00- 015,303,586.00PEMBANGUNAN TEMPAT PARKIR RODA 4 KANTOR BPKS- 0- 0IIPEKERJAAN TANAH- 0- 01Galian Tanah Pondasi22.96mSNI 6.240,186.00922,670.56922,670.56922,670.560.22230,667.64230,667.64230,667.64230,667.64922,670.56- 02Urugan Pasir Bawah Pondasi1.64mA18151,100.00247,804.00247,804.00247,804.000.06123,902.0123,902.0247,804.00(0.00)3Urugan Tanah Kembali7.65mSNI 6.914,653.00112,095.45112,095.45112,095.450.03112,095.45112,095.45- 0Total1,282,570.01- 0- 01,282,570.01IIIPEKERJAAN PONDASI- 0- 0- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps16.25mSNI 6.9 03-2837-2002117,358.001,907,067.501,907,067.501,907,067.500.45476,766.880.11284995460.11284995460.1128499546476,767.21(0.00)2Pasangan Pondasi Batu Gunung 1Pc : 4 Ps11.07mSNI 6.5 03-2836-2002660,832.007,315,410.247,315,410.247,315,410.241.731,045,058.610.24736369580.24736369580.24736369580.24736369580.24736369580.24736369581,045,060.09(0.00)3Aanstamping (Batu Kosong)3.28mSNI 6.14 03-2836-2002299,727.00983,104.56983,104.56983,104.560.23491,552.3491,552.28000000084000000983,104.56(0.00)Total10,205,582.30- 0- 010,205,582.30IVPEKERJAAN PASANGAN DAN PLASTERAN- 0- 0- 01Pasangan Bata Atas Balok 1PC : 4 Ps28.40mSNI 6.11 03-2837-2002106,492.003,024,372.803,024,372.803,024,372.800.72604,874.560000002200000000.143172838216985000.143172838216985000.143172838216985000.14317283821698500604,875.13(0.00)2Plasteran Dinding dan Balok79.30mSNI 6.4 03-2837-200240,315.003,196,979.503,196,979.503,196,979.500.76639,395.9000000019000000000.1513439840275370000.1513439840275370000.1513439840275370000.151343984027537000639,396.51(0.00)3Relief Tiang Kolom12.00bhtaksir1,820,000.0021,840,000.008,190,000.0013,650,000.0021,840,000.005.171,365,000.00000000140000000.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906101,365,000.00000000140000000.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906100.32309331072906102,730,004.52- 0Total28,061,352.30- 0- 028,061,352.30VPEKERJAAN LANTAI- 0- 0- 01Pasir Urug Bawah Lantai7.35mA18151,100.001,110,585.001,110,585.001,110,585.000.26555292.4999999990000000.131436844137741555,292.630.002Tanah Urug5.88mMOD A18101,180.00594,938.40594,938.40594,938.400.14297,469.200.0704104825297,469.27- 03Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran7.35mSNI DT-91-0008-2007-6.8 978,073.007,188,836.557,188,836.557,188,836.551.703,594,418.270.85079304073,594,419.13- 0Total8,894,359.95- 0- 08,894,359.95VIPEKERJAAN BETON- 0- 0- 01Sloop 20/201.64mSupl. Vc1 5,242,031.008,596,930.848,596,930.848,596,930.842.031,719,386.170.40697594830.40697594830.40697594830.40697594831,719,387.80- 02Kolom 20/201.68mSupl. Vc3 5,689,047.009,557,598.969,557,598.969,557,598.962.261,365,371.2800000003000000000.3231811921095790000.3231811921095790000.3231811921095790000.3231811921095790000.3231811921095790000.3231811921095790001,365,373.22- 03Balok 20/252.58mSupl. Vc2 4,986,839.0012,866,044.623,676,012.759,190,031.8712,866,044.623.051,838,006.3742857140000000000.4350531608857790001,838,006.3742857140000000000.4350531608857790000.4350531608857790000.4350531608857790000.4350531608857790003,676,014.92- 04Plat Daag T = 10 cm7.35mSNI 6.8 20073,897,616.0028,647,477.6028,647,477.6028,647,477.606.782,046,248.40000000000000000000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400000.48434371438098400002,046,254.70- 0Total59,668,052.02- 0- 059,668,052.02VIIPEKERJAAN ELEKTRIKAL- 0- 0- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.006,000,000.006,000,000.001.42600,000.0000000017000000000.1420190376831040000.1420190376831040000.1420190376831040000.1420190376831040000.1420190376831040000.1420190376831040000.1420190376831040000.1420190376831040000.142019037683104000600,001.28(0.00)2Box Zakering1.00bhtaksir163,300.00163,300.00163,300.00163,300.000.04163,299.999999999880000163,300.00- 0Total6,163,300.00- 0- 06,163,300.00VIIIPEKERJAAN PENGECATAN- 0- 0- 01Pengecatan dinding bata192.20mSNI 6.1430,586.005,878,629.205,878,629.205,878,629.201.39391,908.61333333334000000000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.09276414020886590000.0927641402088659000391,909.91- 02Pengecatan Plafond Plat Daag73.50mSNI 6.940,108.002,947,938.002,947,938.002,947,938.000.70589,587.6000000001000000000.1395544393031510000.1395544393031510000.1395544393031510000.139554439303151000589,588.16- 0Total8,826,567.20- 08,826,567.20JUMLAH TOTAL123,101,783.78- 0123,101,783.78PEMBANGUNAN TEMPAT PARKIR RODA 2 KANTOR BPKS- 0- 0IPEKERJAAN TANAH- 0- 01Galian Tanah Pondasi32.48mSNI 6.240,186.001,305,241.281,305,241.281,305,241.280.31217,540.21333333320000000000.05149141959162840000.05149141959162840000.05149141959162840000.05149141959162840000.0514914195916284000217,540.47- 02Urugan Pasir Bawah Pondasi2.32mA18151,100.00350,552.00350,552.00350,552.000.08175,276.0000000001500000000.041487548081572800175,276.04- 03Urugan Tanah Kembali10.83mSNI 6.914,653.00158,691.99158,691.99158,691.990.04158,691.99158,691.99- 0Total1,814,485.27- 0- 01,814,485.27IIPEKERJAAN PONDASI- 0- 0- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps41.60mSNI 6.9 03-2837-2002117,358.004,882,092.804,882,092.804,882,092.801.16976,418.560000001900000000.231116707111870000.231116707111870000.231116707111870000.23111670711187000976,419.48(0.00)2Pasangan Pondasi Batu Gunung 1Pc : 4 Ps15.66mSNI 6.5 03-2836-2002660,832.0010,348,629.1210,348,629.1210,348,629.122.451,149,847.6800000000000000000.2721671016595820000.2721671016595820000.2721671016595820000.2721671016595820000.2721671016595820000.2721671016595820000.2721671016595820000.2721671016595820001,149,849.86- 03Aanstamping (Batu Kosong)4.64mSNI 6.14 03-2836-2002299,727.001,390,733.281,390,733.281,390,733.280.33695,366.6400000006000000000.164592168416222000695,366.80- 0Total16,621,455.20- 0- 016,621,455.20IIIPEKERJAAN PASANGAN DAN PLASTERAN- 0- 0- 01Pasangan Bata 1PC : 2 Ps10.20mSNI 6.9 03-2837-2002117,358.001,197,051.601,197,051.601,197,051.600.28SNI399,017.2000000002400000000399,017.2000000002400000000399,017.20000000024000000001,197,051.60- 02Plasteran Balok31.90mSNI 6.4 03-2837-200240,315.001,286,048.501,286,048.501,286,048.500.30428,682.83333333133000000428,682.83333333133000000428,682.833333331330000001,286,048.500.003Relief Tiang Kolom18.00bhtaksir1,820,000.0032,760,000.0011,466,000.0021,294,000.0032,760,000.007.751,638,000.0000000012000000001,638,000.0000000012000000001,638,000.0000000012000000001,638,000.0000000012000000001,638,000.0000000012000000001,638,000.0000000012000000001,638,000.0000000012000000001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.001,638,000.0032,760,000.00- 0Total35,243,100.10- 035,000.0035,000.0035,243,100.10IVPEKERJAAN LANTAI- 0- 0- 01Pasir Urug Bawah Lantai9.60mA18151,100.001,450,560.001,450,560.001,450,560.000.34725,280.0000000016000000000.171672612751336000725,280.17(0.00)2Tanah Urug7.68mMOD A18101,180.00777,062.40777,062.40777,062.400.18388,531.20000000007000000000.0919647118897691000388,531.29- 03Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran9.60mSNI DT-91-0008-2007-6.8 978,073.009,389,500.809,389,500.809,389,500.802.223,129,833.599999999600000000.740826593300406000.740826593300406003,129,835.08- 0Total11,617,123.20- 0- 011,617,123.20VPEKERJAAN BETON- 0- 0- 01Sloop 20/202.32mSupl. Vc1 5,242,031.0012,161,511.9212,161,511.9212,161,511.922.883,040,377.979999998000000000.719652591520830000.719652591520830000.719652591520830003,040,380.14- 02Kolom 20/202.81mSupl. Vc3 5,689,047.0015,986,222.0715,986,222.0715,986,222.073.782,283,746.0099999984000000000.5405590177547120000.5405590177547120000.5405590177547120000.5405590177547120000.5405590177547120000.5405590177547120002,283,749.25- 03Balok 15/302.61mSupl. Vc2 4,986,839.0013,015,649.791,859,378.541,859,378.543.081,859,378.54- 0- 0- 0- 0- 0- 01,859,378.5411,156,271.254Plat Daag T = 10 cm8.32mSNI 6.8 20073,897,616.0032,428,165.1232,108,771.3232,108,771.327.682,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.6657736073000000002,293,483.66577360730000000032,108,771.32319,393.80Total73,591,548.90- 0- 073,591,548.90VIPEKERJAAN ELEKTRIKAL- 0- 0- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian4.00bhtaksir2,000,000.008,000,000.008,000,000.008,000,000.001.891,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000001,000,000.00042247880000000008,000,000.00(0.00)2Box Zakering1.00bhtaksir163,300.00163,300.00163,300.00163,300.000.04163,299.999999999880000163,300.00- 0Total8,163,300.00- 0- 08,163,300.00VIIPEKERJAAN PENGECATAN- 0- 0- 01Pengcatan Kolom dan Balok94.04mSNI 6.1430,586.002,876,307.442,876,307.442,876,307.440.68191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.8293333333300000000191,753.82933333333000000002,876,307.44- 02Pengecatan Plafond Plat Daag83.20mSNI 6.940,108.003,336,985.602,669,588.48667,397.123,336,985.600.79667,397.120000000000000000667,397.120000000000000000667,397.120000000000000000667,397.120000000000000000667,397.123,336,985.60- 0Total6,213,293.04- 06,213,293.04JUMLAH TOTAL153,264,305.71- 0153,264,305.71PEMBANGUNAN TEMPAT PARKIR RODA 4 RUMAH PIMPINAN- 0- 0IPEKERJAAN TANAH- 0- 01Galian Tanah Pondasi17.60mSNI 6.240,186.00707,273.60707,273.60707,273.600.17176,818.4000000000000000000.0418526316877768000.0418526316877768000.041852631687776800176,818.53- 02Urugan Pasir Bawah Pondasi1.76mA18151,100.00265,936.00265,936.00265,936.000.06265,935.9999999999400000265,936.00- 03Urugan Tanah Kembali5.87mSNI 6.914,653.0086,013.1186,013.1186,013.110.0286,013.1186,013.11- 0Total1,059,222.71- 0- 01,059,222.71IIPEKERJAAN PONDASI- 0- 0- 01Pasangan Pondasi Batu Bata 1Pc : 2Ps68.21mSNI 6.9 03-2837-2002117,358.008,004,989.188,004,989.188,004,989.181.891,334,164.8633333333000000001,334,164.8633333333000000001,334,164.8633333333000000001,334,164.8633333333000000001,334,164.8633333333000000001,334,164.8633333333000000008,004,989.18- 02Pasangan Pondasi Batu Gunung 1Pc : 4 Ps20.54mSNI 6.5 03-2836-2002660,832.0013,573,489.2813,573,489.2813,573,489.283.211,357,348.927999998400000000.321282314257920000.321282314257920000.321282314257920000.321282314257920000.321282314257920000.321282314257920000.321282314257920000.321282314257920000.321282314257920001,357,351.820.003Aanstamping (Batu Kosong)3.52mSNI 6.14 03-2836-2002299,727.001,055,039.041,055,039.041,055,039.040.251055039.04000000000001,055,039.04- 0Total22,633,517.50- 0- 022,633,517.50IIIPEKERJAAN PASANGAN DAN PLASTERAN- 0- 0- 01Plasteran Kolom dan Balok43.25mSNI 6.4 03-2837-200240,315.001,743,623.751,743,623.751,743,623.750.41145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.9791666666300000000145,301.97916666663000000001,743,623.75- 0Total1,743,623.75- 0- 01,743,623.75IVPEKERJAAN LANTAI- 0- 0- 01Pasir Urug Bawah Lantai8.05mA18151,100.001,216,355.001,216,355.001,216,355.000.29608,177.499999999100000000608,177.4999999991000000001,216,355.000.002Tanah Urug39.45mMOD A18101,180.003,991,551.003,991,551.003,991,551.000.941,995,775.5000000010000000001,995,775.5000000010000000003,991,551.00- 03Beton Cor Lantai 1Pc : 3Ps : 5Kr T = 10 cm Finishing Plasteran8.05mSNI DT-91-0008-2007-6.8 978,073.007,873,487.657,873,487.657,873,487.651.862,624,495.8833333314000000002,624,495.8833333314000000002,624,495.8833333314000000007,873,487.65- 0Total13,081,393.65- 0- 013,081,393.65VPEKERJAAN BETON- 0- 0- 01Sloop 20/252.38mSupl. Vc1 5,242,031.0012,476,033.7812,476,033.7812,476,033.782.953,119,008.44500000200000003,119,008.44500000200000003,119,008.44500000200000003,119,008.445000002000000012,476,033.78- 02Kolom 25/251.50mSupl. Vc3 5,689,047.008,533,570.507,314,489.001,219,081.508,533,570.502.021,219,081.499999999800000001,219,081.499999999800000001,219,081.499999999800000001,219,081.499999999800000001,219,081.499999999800000001,219,081.499999999800000001,219,081.50000008,533,570.50- 03Balok 20/252.38mSupl. Vc2 4,986,839.0011,868,676.8211,868,676.8211,868,676.822.811,695,525.2599999986000000001,695,525.2599999986000000001,695,525.2599999986000000001,695,525.2599999986000000001,695,525.2599999986000000001,695,525.2599999986000000001,695,525.25999999860000000011,868,676.82- 04Plat Daag T = 10 cm8.05mSNI 6.8 20073,897,616.0031,375,808.8031,375,808.8031,375,808.807.431,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.48888889050000000001,743,100.488888890500000000031,375,808.80- 0Total64,254,089.90- 0- 064,254,089.90VIPEKERJAAN ELEKTRIKAL- 0- 0- 01Lampu Hemat Energi 25 Watt + Saklar + Rangkaian3.00bhtaksir2,000,000.006,000,000.006,000,000.006,000,000.001.42749,999.9999999980000000000749,999.9999999980000000000749,999.9999999980000000000749,999.9999999980000000000749,999.9999999980000000000749,999.9999999980000000000749,999.9999999980000000000749,999.99999999800000000006,000,000.000.002Box Zakering1.00bhtaksir163,300.00163,300.00163,300.00163,300.000.04163,299.999999999880000163,300.00- 0Total6,163,300.00- 0- 06,163,300.00VIIPEKERJAAN PENGECATAN- 0- 0- 01Pengcatan kolom dan Balok43.25mSNI 6.1430,586.001,322,844.501,322,844.501,322,844.500.31165,355.562500000100000000165,355.562500000100000000165,355.562500000100000000165,355.562500000100000000165,355.562500000100000000165,355.562500000100000000165,355.562500000100000000165,355.5625000001000000001,322,844.50- 02Pengecatan Plafond Plat Daag80.50mSNI 6.940,108.003,228,694.003,228,694.003,228,694.000.76645,738.80645,738.80645,738.80645,738.79999999800000000645,738.799999998000000003,228,694.000.003Pengecatan Listplank16.88mSNI 6.940,108.00677,023.04677,023.04677,023.040.16169,255.7600000000400000000169,255.7600000000400000000169,255.7600000000400000000169,255.7600000000400000000677,023.04- 0Total5,228,561.54- 0- 05,228,561.54VIIIPEKERJAAN PAVING BLOCK- 0- 0- 01Cor beton bawah pas. Paving block4.62mSNI DT-91-0008-2007-6.1 95,005.00438,923.10438,923.10438,923.100.10146,307.6999999971000000000146,307.6999999971000000000146,307.6999999971000000000438,923.100.002Pasir Urug Bawah Pasangan Paving Block4.62mA18151,100.00698,082.00698,082.00698,082.000.17698,082.00698,082.00(0.00)3Pemasangan Paving Block92.48mAnl. Supl G.2146,791.0013,575,231.6812,066,872.601,508,359.0813,575,231.683.211,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0755555534000000001,508,359.0813,575,231.680.004Tanah Urug13.87mMOD A18101,180.001,403,366.601,403,366.601,403,366.600.33701,683.29999999960000000701,683.299999999600000001,403,366.60- 05Pasangan Bata Kanstein7.91mAnl. Supl G.166,951.00529,582.41211,832.96317,749.45529,582.410.13105,916.4819999998600000000105,916.4819999998600000000105,916.48105,916.48105,916.48529,582.41- 0Total16,645,185.79- 016,645,185.79JUMLAH TOTAL130,808,894.84- 0130,808,894.84- 0- 0100.00Keuangan Rencana Bulanan- 0- 0185,460,550.92174,932,529.3250,609,825.05422,478,570.33ERROR:#REF!524,407.19524,407.19524,407.19524,407.19524,407.19ERROR:#REF!1,015,476.191,015,476.191,015,476.19ERROR:#REF!1,246,143.88ERROR:#REF!1,370,045.921,395,528.35ERROR:#REF!2,092,366.08735,017.47ERROR:#REF!ERROR:#REF!5,021,347.928,719,243.53ERROR:#REF!ERROR:#REF!ERROR:#REF!6,719,436.585,385,270.662,760,774.774,704,697.31ERROR:#REF!4,704,696.771,801,442.181,801,442.181,695,525.701,695,525.703,741,773.673,989,009.423,989,009.424,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,036,584.654,641,458.722,742,117.843,142,117.984,960,196.725,559,783.776,924,783.625,720,688.714,055,397.884,701,136.534,701,136.533,701,136.534,933,131.702,640,848.621,995,109.822,140,411.792,140,411.792,140,411.792,140,411.792,140,411.79ERROR:#REF!1,975,056.301,975,055.982,144,311.742,144,311.74506,311.74506,311.74

Banda aceh, 18 September 2013CV. LAGAK CIPTA MANDIRIBanda aceh, 18 September 2013CV. LAGAK CIPTA MANDIRI

MuzakirWakil DirekturMuzakirWakil Direktur

analisaANALISA SATUAN PEKERJAANNo.Macam PekerjaanUpahBahanJumlah(1)(2)(3)(4)(5)

PEKERJAAN PERSIAPAN

SNI1.0000m1Pengukuran dan pemasangan bouwplank 6.40.0120m3Kayu meranti 5/76,115,400.0073,384.8003-2835-20020.0200kgPaku reng13,500.00270.000.0070m3Kayu meranti papan 3/206,115,400.0042,807.800.1000ohTukang kayu85,000.008,500.000.0100ohKepala tukang kayu102,000.001,020.000.1000ohPekerja68,700.006,870.000.0050ohMandor77,000.00385.00JUMLAH ( BELUM PPN )133,237.60DIBULATKAN133,237.00

SNI1.0000m2Membersihkan lapangan 6.80.1000ohPekerja68,700.006,870.0003-2835-20020.0500ohMandor77,000.003,850.00JUMLAH ( BELUM PPN )10,720.00DIBULATKAN10,720.00

A41.0000bhMembuat Papan Nama Proyek 80x120 cm0.0350m3Kayu meranti6,115,400.00214,039.001.4000m1Seng plat lebar 90 cm53,800.0075,320.000.6000kgPaku20,000.0012,000.001.5000kgCat kayu37,200.0055,800.0016.8000kgPC1,562.5026,250.000.0270m3Pasir beton400,000.0010,800.000.0405m3Kerikil beton400,000.0016,200.000.0175ohTukang batu87,000.001,522.501.0000ohTukang kayu85,000.0085,000.001.0000ohTukang cat85,000.0085,000.002.1000ohPekerja68,700.00144,270.001.0050ohMandor77,000.0077,385.00JUMLAH ( BELUM PPN )803,586.50DIBULATKAN803,586.00

SNI1.0000m2Pembuatan jalan sementara, tebal 25 cm6.160.2750m3Batu belah144,000.0039,600.000.0300m3Kerikil400,000.0012,000.000.0500m3Pasir Pasang155,000.007,750.001.0000ohPekerja68,700.0068,700.000.1000ohMandor77,000.007,700.00JUMLAH ( BELUM PPN )135,750.00DIBULATKAN135,750.00

SNI1.0000m2Pembuatan kantor sementara, dengan lantai plesteran6.51.2500btgDolken kayu 8 - 10/400 cm 44,100.0055,125.0003-2835-20020.1800m3Kayu meranti6,115,400.001,100,772.000.8500kgPaku biasa19,700.0016,745.001.1000kgBaja strip6,600.007,260.0035.0000kgPC1,562.5054,687.500.1500m3Pasir Urug108,100.0016,215.000.1000m3Pasir beton400,000.0040,000.000.1500m3Kerikil beton400,000.0060,000.0030.0000bhBata merah700.0021,000.001.2000lbrSeng gelombang 3" x 6 "60,500.0072,600.001.1000m2Jendela nako + tralis860,600.00946,660.000.0800m2Kaca polos 3 mm139,300.0011,144.000.1500bhKunci tanam15,000.002,250.000.3750lbrPlywood 4 mm94,700.0035,512.500.0300kgPaku Plywood18,700.00561.002.0000ohTukang kayu85,000.00170,000.001.0000ohTukang batu87,000.0087,000.000.3000ohKepala tukang102,000.0030,600.002.0000ohPekerja68,700.00137,400.000.0500ohMandor77,000.003,850.00JUMLAH ( BELUM PPN )2,869,382.00DIBULATKAN2,869,382.00

SNI1.0000m1Pembuatan pagar sementara dari seng gelombang tinggi 2 meter6.21.2500btgDolken kayu 8 - 10/400 cm 44,100.0055,125.0003-2835-20022.5000kgPC1,562.503,906.251.2000lbrSeng gelombang BJLS 3060,500.0072,600.000.0050m3Pasir Pasang155,000.00775.000.0090m3Kerikil beton400,000.003,600.000.0250m3Kaso 5/7 kayu meranti6,115,400.00152,885.000.0600kgPaku Kayu19,700.001,182.000.4000kgMeni besi25,800.0010,320.000.2000ohTukang kayu85,000.0017,000.000.0200ohKepala tukang kayu102,000.002,040.000.4000ohPekerja68,700.0027,480.000.0200ohMandor77,000.001,540.00JUMLAH ( BELUM PPN )348,453.25DIBULATKAN348,453.00

PEKERJAAN TANAHSNI1.0000m3Galian tanah biasa sedalam sampai 1 meter6.10.4000ohPekerja68,700.0027,480.000.0400ohMandor77,000.003,080.00JUMLAH ( BELUM PPN )30,560.00DIBULATKAN30,560.00

SNI1.0000m3Galian tanah biasa sedalam 1 - 2 meter6.20.5260ohPekerja68,700.0036,136.200.0526ohMandor77,000.004,050.20JUMLAH ( BELUM PPN )40,186.40DIBULATKAN40,186.00

SNI1.0000m3Galian tanah biasa sedalam 2 - 3 meter6.30.7350ohPekerja68,700.0050,494.500.0735ohMandor77,000.005,659.50JUMLAH ( BELUM PPN )56,154.00DIBULATKAN56,154.00

SNI1.0000m3Galian tanah keras sedalam sampai 1 meter6.40.6250ohPekerja68,700.0042,937.500.0620ohMandor77,000.004,774.00JUMLAH ( BELUM PPN )47,711.50DIBULATKAN47,711.00

SNI1.0000m3Galian tanah cadas sedalam sampai 1 meter6.51.2500ohPekerja68,700.0085,875.000.1250ohMandor77,000.009,625.00JUMLAH ( BELUM PPN )95,500.00DIBULATKAN95,500.00

SNI1.0000m3Galian tanah lumpur sedalam 1 meter6.60.8230ohPekerja68,700.0056,540.100.0830ohMandor77,000.006,391.00JUMLAH ( BELUM PPN )62,931.10DIBULATKAN62,931.00

A61.0000m3Mengangkut tanah sejauh 30 meter0.3300ohPekerja68,700.0022,671.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )23,441.00DIBULATKAN23,441.00

SNI1.0000m3Pembuangan tanah sejauh 150 meter6.80.5160ohPekerja68,700.0035,449.200.0500ohMandor77,000.003,850.00JUMLAH ( BELUM PPN )39,299.20DIBULATKAN39,299.00

A141.0000m3Membuang tanah dengan menghampar0.2500ohPekerja68,700.0017,175.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )17,945.00DIBULATKAN17,945.00

SNI1.0000m3Urug kembali bekas galian6.90.1920ohPekerja68,700.0013,190.400.0190ohMandor77,000.001,463.00JUMLAH ( BELUM PPN )14,653.40DIBULATKAN14,653.00

1.0000m2Meratakan tanah ditumbuk halus0.2500ohPekerja68,700.0017,175.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )17,945.00DIBULATKAN17,945.00

A181.0000m3Urug pasir1.2000m3Pasir urug108,100.00129,720.000.3000ohPekerja68,700.0020,610.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )151,100.00DIBULATKAN151,100.00

MOD1.0000m3Urug tanah mendatangkanA181.2000m3Tanah urug66,500.0079,800.000.3000ohPekerja68,700.0020,610.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )101,180.00DIBULATKAN101,180.00

SNI1.0000m3Urugan sirtu6.151.2000m3Sirtu350,000.00420,000.000.2500ohPekerja68,700.0017,175.000.0250ohMandor77,000.001,925.00JUMLAH ( BELUM PPN )439,100.00DIBULATKAN439,100.00

PEKERJAAN PASANGAN

SNI1.0000m3Pasangan pondasi batu kosong6.141.2000m3Batu belah 15/20144,000.00172,800.0003-2836-20020.3000m3Pasir urug108,100.0032,430.000.3900ohTukang batu87,000.0033,930.000.0390ohKepala tukang batu102,000.003,978.000.7800ohPekerja68,700.0053,586.000.0390ohMandor77,000.003,003.00JUMLAH ( BELUM PPN )299,727.00DIBULATKAN299,727.00

1.0000m3Pasangan pondasi 1 Pc : 3 Kp : 5 Ps1.2000m3Batu belah (hitam) 15/20 cm144,000.00172,800.0095.4200kgPC1,562.50149,093.750.2290m3Kapur pasang7,100.001,625.900.3820m3Pasir pasang155,000.0059,210.000.6000ohTukang batu87,000.0052,200.000.0600ohKepala tukang batu102,000.006,120.001.5000ohPekerja68,700.00103,050.000.0750ohMandor77,000.005,775.00JUMLAH ( BELUM PPN )549,874.65DIBULATKAN549,874.00

SNI1.0000m3Pasangan pondasi 1 Pc : 3 Kp : 10 Ps6.121.1000m3Batu belah (hitam) 15/20 cm144,000.00158,400.0003-2835-200261.0000kgPC1,562.5095,312.500.1470m3Kapur pasang7,100.001,043.700.4920m3Pasir pasang155,000.0076,260.000.6000ohTukang batu87,000.0052,200.000.0600ohKepala tukang batu102,000.006,120.001.5000ohPekerja68,700.00103,050.000.0750ohMandor77,000.005,775.00JUMLAH ( BELUM PPN )498,161.20DIBULATKAN498,161.00

SNI1.0000m3Pasangan pondasi 1 Pc : 4 Ps6.51.1000m3Batu belah 15/20 cm144,000.00158,400.0003-2836-2002163.0000kgPC1,562.50254,687.500.5200m3Pasir pasang155,000.0080,600.000.6000ohTukang batu87,000.0052,200.000.0600ohKepala tukang batu102,000.006,120.001.5000ohPekerja68,700.00103,050.000.0750ohMandor77,000.005,775.00JUMLAH ( BELUM PPN )660,832.50DIBULATKAN660,832.00

SNI1.0000m2Pasangan bata merah tebal 1/2 bata, 1 Pc : 3 Kp : 10 Ps6.1570.0000bhBata merah 5 x 11 x 22 cm700.0049,000.0003-2837-20024.5000kgPC1,562.507,031.250.0150m3Kapur pasang7,100.00106.500.0500m3Pasir pasang155,000.007,750.000.1000ohTukang batu87,000.008,700.000.0100ohKepala tukang batu102,000.001,020.000.3200ohPekerja68,700.0021,984.000.0150ohMandor77,000.001,155.00JUMLAH ( BELUM PPN )96,746.75DIBULATKAN96,746.00

SNI1.0000m2Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps6.970.0000bhBata merah 5 x 11 x 22 cm700.0049,000.0003-2837-200218.9500kgPC1,562.5029,609.380.0380m3Pasir pasang155,000.005,890.000.1000ohTukang batu87,000.008,700.000.0100ohKepala tukang batu102,000.001,020.000.3200ohPekerja68,700.0021,984.000.0150ohMandor77,000.001,155.00JUMLAH ( BELUM PPN )117,358.38DIBULATKAN117,358.00

SNI1.0000m2Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps6.1170.0000bhBata merah 5 x 11 x 22 cm700.0049,000.0003-2837-200211.5000kgPC1,562.5017,968.750.0430m3Pasir pasang155,000.006,665.000.1000ohTukang batu87,000.008,700.000.0100ohKepala tukang batu102,000.001,020.000.3200ohPekerja68,700.0021,984.000.0150ohMandor77,000.001,155.00JUMLAH ( BELUM PPN )106,492.75DIBULATKAN106,492.00

SNI1.0000m2Pasangan bata merah tebal 1 bata, 1 Pc : 3 Kp : 10 Ps6.7140.0000bhBata merah 5 x 11 x 22 cm700.0098,000.0003-2837-200210.0800kgPC1,562.5015,750.000.0275m3Kapur pasang7,100.00195.250.0925m3Pasir pasang155,000.0014,337.500.2000ohTukang batu87,000.0017,400.000.0200ohKepala tukang batu102,000.002,040.000.6500ohPekerja68,700.0044,655.000.0300ohMandor77,000.002,310.00JUMLAH ( BELUM PPN )194,687.75DIBULATKAN194,687.00

SNI1.0000m2Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps6.4140.0000bhBata merah 5 x 11 x 22 cm700.0098,000.0003-2837-200226.4500kgPC1,562.5041,328.130.0980m3Pasir pasang155,000.0015,190.000.2000ohTukang batu87,000.0017,400.000.0200ohKepala tukang batu102,000.002,040.000.6500ohPekerja68,700.0044,655.000.0300ohMandor77,000.002,310.00JUMLAH ( BELUM PPN )220,923.13DIBULATKAN220,923.00

SNI1.0000m2Pasangan dinding bataco6.1812.5000bhBataco6,500.0081,250.0012.5000kgPC1,562.5019,531.250.0400m3Pasir pasang155,000.006,200.000.1000ohTukang batu87,000.008,700.000.0100ohKepala tukang batu102,000.001,020.000.5000ohPekerja68,700.0034,350.000.0250ohMandor77,000.001,925.00JUMLAH ( BELUM PPN )152,976.25DIBULATKAN152,976.00

SNI1.0000m2Pasangan roster 25/25 cm6.1916.0000bhRoster 25/25 cmERROR:#REF!12.5000kgPCERROR:#REF!0.0400m3Pasir pasangERROR:#REF!0.1000ohTukang batuERROR:#REF!0.0100ohKepala tukang batuERROR:#REF!0.5000ohPekerjaERROR:#REF!0.0250ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

PEKERJAAN BETONSNI DT-91-0008-2007-6.1 1.0000m2Lantai Beton Cor 1:3:5, tebal 5 cm0.0440M3 Pasir Beton 19,700.00866.800.4550Zak Semen PC 62,500.0028,437.500.0700M3 Kerikil 4,900.00343.000.0135OrgKepala Tukang 102,000.001,377.000.1350OrgTukang 87,000.0011,745.000.7200OrgPekerja 68,700.0049,464.000.0360OrgMandor 77,000.002,772.00JUMLAH ( BELUM PPN )95,005.30DIBULATKAN95,005.00

SNI DT-91-0008-2007-6.8 1.0000m3BETON MUTU f!c + 7,4 Mpa (K250), Slump (12 +-2) cm, w/c = 0,560.4510M3 Pasir Beton 19,700.008,884.709.6000 Zak Semen PC 62,500.00600,000.000.8400M3 Kerikil 4,900.004,116.000.0280OrgKepala Tukang 102,000.002,856.000.2750OrgTukang 87,000.0023,925.001.6500OrgPekerja 68,700.00113,355.000.0830OrgMandor 77,000.006,391.00JUMLAH ( BELUM PPN )759,527.70DIBULATKAN759,527.00

SNI DT-91-0008-2007-6.21 1.0000m2Cetakan begisting untuk sloof0.0450M3Kayu Bekesting/Balok 4,736,400.00213,138.000.3000Kg Paku 19,700.005,910.000.1000 liter Minyak bekisting 4,900.00490.000.0260OrgKepala Tukang 102,000.002,652.000.2600OrgTukang 87,000.0022,620.000.5200OrgPekerja 68,700.0035,724.000.0260OrgMandor 77,000.002,002.00JUMLAH ( BELUM PPN )282,536.00DIBULATKAN282,536.00

SNI DT-91-0008-2007-6.22 1.0000m2Cetakan begisting untuk kolom0.0550M3Kayu Bekesting/Balok 4,736,400.00260,502.000.4000Kg Paku 19,700.007,880.000.2000liter Minyak bekisting 4,900.00980.000.3500Lbr plywood tebal 6 mm 121,100.0042,385.002.0000BtgDolken kayu @ 8-10/4 m44,100.0088,200.000.0260OrgKepala Tukang 102,000.002,652.000.2600OrgTukang 87,000.0022,620.000.5200OrgPekerja 68,700.0035,724.000.0260OrgMandor 77,000.002,002.00JUMLAH ( BELUM PPN )462,945.00DIBULATKAN462,945.00

SNI DT-91-0008-2007-6.23 1.0000m2Cetakan begisting untuk balok0.0550M3Kayu Perancah/Balok4,736,400.00260,502.000.4000KgPaku 2" - 5"19,700.007,880.000.2000literMinyak bekisting4,900.00980.000.3500Lbrplywood tebal 6 mm 121,100.0042,385.000.0330OrgKepala Tukang102,000.003,366.000.3300OrgTukang87,000.0028,710.000.6600OrgPekerja68,700.0045,342.000.0330OrgMandor77,000.002,541.00JUMLAH ( BELUM PPN )391,706.00DIBULATKAN391,706.00

F.81.0000m2Cetakan beton / begisting memakai papan0.0170m3Usuk meranti4,736,400.0080,518.800.0240m3Papan cetakan4,294,800.00103,075.200.4000kgPaku19,700.007,880.000.5000ohTukang kayu87,000.0043,500.000.0500ohKep. Tk. Kayu102,000.005,100.000.2000ohPekerja68,700.0013,740.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )254,584.00DIBULATKAN254,584.00

F.81.0000m2Cetakan beton / begisting memakai multiplek0.0170m3Usuk meranti4,736,400.0080,518.800.3470lbrMultiplek 4 mm94,700.0032,860.900.4000kgPaku19,700.007,880.000.5000ohTukang kayu87,000.0043,500.000.0500ohKep. Tk. Kayu102,000.005,100.000.2000ohPekerja68,700.0013,740.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )184,369.70DIBULATKAN184,369.00

Supl. Vc1 1.0000m3Beton sloof 20/201.0000M3SNI DT-91-0008-2007-6.8759,527.00759,527.00170.0000KgSNI DT-91-0008-2007-6.1718,308.003,112,360.004.0000M2SNI DT-91-0008-2007-6.21282,536.001,130,144.001.0000M2Pekerjaan Lain-Lain240,000.00240,000.00JUMLAH ( BELUM PPN )5,242,031.00DIBULATKAN5,242,031.00

Supl. Vc3 1.0000m3Beton kolom 20/201.0000M3SNI DT-91-0008-2007-6.8759,527.00759,527.00155.0000KgSNI DT-91-0008-2007-6.1718,308.002,837,740.004.0000M2SNI DT-91-0008-2007-6.22462,945.001,851,780.001.0000LsPekerjaan Lain-Lain240,000.00240,000.00JUMLAH ( BELUM PPN )5,689,047.00DIBULATKAN5,689,047.00

Supl. Vc2 1.0000m3Beton balok 20/251.0000M3 SNI DT-91-0008-2007-6.8759,527.00759,527.00175.0000Kg SNI DT-91-0008-2007-6.1718,308.003,203,900.002.0000M2 SNI DT-91-0008-2007-6.23391,706.00783,412.001.0000 Ls Pekerjaan Lain-Lain 240,000.00240,000.00JUMLAH ( BELUM PPN )4,986,839.00DIBULATKAN4,986,839.00

SNI1.0000m3Membuat beton dengan mutu K 2506.8384.0000kgPC1,562.50600,000.0020070.6920m3Pasir beton400,000.00276,800.001.0390m3Kerikil beton400,000.00415,600.000.2150m3Air100,000.0021,500.000.2750ohTukang batu87,000.0023,925.000.0280ohKepala tukang batu102,000.002,856.001.6500ohPekerja60,000.0099,000.000.0830ohMandor77,000.006,391.00JUMLAH ( BELUM PPN )1,446,072.00DIBULATKAN1,446,072.00

SNI1.0000m3Membuat beton dengan mutu K 2756.36406.0000kgPC1,562.50634,375.000.6840m3Pasir beton400,000.00273,600.001.0260m3Kerikil beton400,000.00410,400.000.2150m3Air100,000.0021,500.000.2750ohTukang batu87,000.0023,925.000.0280ohKepala tukang batu102,000.002,856.001.6500ohPekerja60,000.0099,000.000.0830ohMandor77,000.006,391.00JUMLAH ( BELUM PPN )1,472,047.00DIBULATKAN1,472,047.00

1.0000m3Membuat beton dengan mutu K 300430.0000kgPC1,562.50671,875.000.5160m3Pasir beton400,000.00206,400.000.6900m3Kerikil beton400,000.00276,000.001.0000ohTukang batu87,000.0087,000.000.1000ohKepala tukang batu102,000.0010,200.006.0000ohPekerja60,000.00360,000.000.3000ohMandor77,000.0023,100.00JUMLAH ( BELUM PPN )1,634,575.00DIBULATKAN1,634,575.00

SNI DT-91-0008-2007-6.17 1.0000kgPembesian dengan besi polos1.0500Kg Besi Beton15,000.0015,750.000.0500Kg Kawat Beton 23,000.001,150.000.0007OrgKepala Tukang102,000.0071.400.0070OrgTukang 87,000.00609.000.0070OrgPekerja 60,000.00420.000.0040OrgMandor 77,000.00308.00JUMLAH ( BELUM PPN )18,308.40DIBULATKAN18,308.00

SNI1.0000kgPembesian dengan besi ulir6.251.0500kgBesi beton ulir17,500.0018,375.000.0150kgKawat beton23,000.00345.000.0070ohTukang besi87,000.00609.000.0007ohKepala tukang besi102,000.0071.400.0070ohPekerja60,000.00420.000.0003ohMandor77,000.0023.10JUMLAH ( BELUM PPN )19,843.50DIBULATKAN19,843.00

F.V1.0000m3Membongkar cetakan4.0000ohPekerja60,000.00240,000.00JUMLAH ( BELUM PPN )240,000.00DIBULATKAN240,000.00PEKERJAAN PELESTERAN

G.50.q1.0000m2Plesteran batu kali 1pc:4ps6.5110kgPC1,562.5010,173.440.0209m3Pasir pasang155,000.003,239.500.2000ohTukang batu87,000.0017,400.000.0200ohKep. Tk. Batu102,000.002,040.000.4000ohPekerja68,700.0027,480.000.0200ohMandor77,000.001,540.00JUMLAH ( BELUM PPN )61,872.94DIBULATKAN61,872.00

SNI1.0000m2Plesteran 1 Pc : 3 Kp : 10 Ps, tebal 15 mm6.91.8400kgPC1,562.502,875.0003-2837-20020.0060m3Kapur pasang7,100.0042.600.0140m3Pasir pasang155,000.002,170.000.1500ohTukang batu87,000.0013,050.000.0150ohKepala tukang batu102,000.001,530.000.2000ohPekerja68,700.0013,740.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM TERMASUK PPN )34,177.60DIBULATKAN34,177.00

SNI1.0000m2Plesteran 1 Pc : 2 Ps, tebal 15 mm6.48.5200kgPC1,562.5013,312.5003-2837-20020.0170m3Pasir pasang155,000.002,635.000.1500ohTukang batu87,000.0013,050.000.0150ohKepala tukang batu102,000.001,530.000.2000ohPekerja68,700.0013,740.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )45,037.50DIBULATKAN45,037.00

SNI1.0000m2Plesteran 1 Pc : 4 Ps, tebal 15 mm6.45.2000kgPC1,562.508,125.0003-2837-20020.0200m3Pasir pasang155,000.003,100.000.1500ohTukang batu87,000.0013,050.000.0150ohKepala tukang batu102,000.001,530.000.2000ohPekerja68,700.0013,740.000.0100ohMandor77,000.00770.00JUMLAH ( BELUM PPN )40,315.00DIBULATKAN40,315.00

SNI1.0000m2Plesteran beton 1 Pc : 3 Ps, tebal 15 mm6.307.0700kgPC1,562.5011,046.8803-2837-20020.0210m3Pasir pasang155,000.003,255.000.2000ohTukang batu87,000.0017,400.000.0200ohKepala tukang batu102,000.002,040.000.2600ohPekerja68,700.0017,862.000.0130orgMandor77,000.001,001.00JUMLAH ( BELUM PPN )52,604.88DIBULATKAN52,604.00

SNI1.0000m1Plesteran skoneng 1 Pc : 2 Ps ( untuk gedung )6.310.5000kgPC1,562.50781.2503-2837-20020.0020m3Pasir pasang155,000.00310.000.0380ohTukang batu87,000.003,306.000.0380ohKepala tukang batu102,000.003,876.000.0570ohPekerja68,700.003,915.900.0020ohMandor77,000.00154.00JUMLAH ( BELUM PPN )12,343.15DIBULATKAN12,343.00

SNI1.0000m2Plesteran siar adukan 1 Pc : 2 Ps6.354.3200kgPC1,562.506,750.0003-2837-20020.0160m3Pasir pasang155,000.002,480.000.0700ohTukang batu87,000.006,090.000.0070ohKepala tukang batu102,000.00714.000.1500ohPekerja68,700.0010,305.000.0080ohMandor77,000.00616.00JUMLAH ( BELUM PPN )26,955.00DIBULATKAN26,955.00

SNI1.0000m2Plesteran Ciprat, 1 Pc : 2 Ps6.344.3200kgPC1,562.506,750.000.0160m3Pasir pasang155,000.002,480.000.1000ohTukang batu87,000.008,700.000.0100ohKepala tukang batu102,000.001,020.000.2500ohPekerja68,700.0017,175.000.0150ohMandor77,000.001,155.00JUMLAH ( BELUM PPN )37,280.00DIBULATKAN37,280.00

Analisa ZAZ1.0000m2Acian dinding bata3.5000kgPC1,562.505,468.750.0330ohTukang batu87,000.002,871.000.0033ohKep. Tk. Batu102,000.00336.600.0700ohPekerja68,700.004,809.000.0035ohMandor77,000.00269.50JUMLAH ( BELUM PPN )13,754.85DIBULATKAN13,754.00

PEKERJAAN CAT-CATAN

SNI1.0000m2Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis cat penutup6.90.2000kgCat meni25,800.005,160.000.1500kgPlamir15,700.002,355.000.1700kgCat dasar37,200.006,324.000.3500kgCat penutup34,100.0011,935.000.1050ohTukang cat85,000.008,925.000.0040ohKepala tukang cat102,000.00408.000.0700ohPekerja68,700.004,809.000.0025ohMandor77,000.00192.50JUMLAH ( BELUM PPN )40,108.50DIBULATKAN40,108.00

SNI1.0000m2Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup)6.140.1000kgPlamir tembok15,700.001,570.000.1000kgCat dasar37,200.003,720.000.2600kgCat penutup 2 x68,200.0017,732.000.0630ohTukang cat85,000.005,355.000.0063ohKepala tukang cat102,000.00642.600.0200ohPekerja68,700.001,374.000.0025ohMandor77,000.00192.50JUMLAH ( BELUM PPN )30,586.10DIBULATKAN30,586.00

PEKERJAAN SANITASISNI1.0000bhMemasang kloset duduk/monoblock1.0000bhKloset duduk / monoblockERROR:#REF!6.16%xHarga kloset (Perlengkapan)ERROR:#REF!1.1000ohTukang batuERROR:#REF!0.0010ohKepala tukang batuERROR:#REF!3.3000ohPekerjaERROR:#REF!0.1600ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang kloset jongkok porselen1.0000bhKloset jongkok porselenERROR:#REF!6.26.0000kgPCERROR:#REF!0.0100m3Pasir pasangERROR:#REF!1.5000ohTukang batuERROR:#REF!1.5000ohKepala tukang batuERROR:#REF!1.0000ohPekerjaERROR:#REF!0.1600ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang urinoir1.0000bhUrinoirERROR:#REF!6.430%xHarga urinoir (Perlengkapan)ERROR:#REF!6.0000kgPCERROR:#REF!0.0100m3Pasir pasangERROR:#REF!1.0000ohTukang batuERROR:#REF!0.1000ohKepala tukang batuERROR:#REF!1.0000ohPekerjaERROR:#REF!0.1000ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang wastafel1.0000bhWastafelERROR:#REF!6.512%xHarga wastafel (Perlengkapan)ERROR:#REF!6.0000kgPCERROR:#REF!0.0100m3Pasir pasangERROR:#REF!1.4500ohTukang batuERROR:#REF!0.1500ohKepala tukang batuERROR:#REF!1.2000ohPekerjaERROR:#REF!0.1000ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang bak mandi Batu bata volume 0,30 m3 0.4000m3Batu BataERROR:#REF!6.8120.0000kgPCERROR:#REF!0.3000m3Pasir pasangERROR:#REF!360.0000bhPorselin (11 x 11) cmERROR:#REF!6.0000kgSemen natERROR:#REF!2.7000ohTukang batuERROR:#REF!0.5400ohKepala tukang batuERROR:#REF!1.8000ohPekerjaERROR:#REF!0.1100ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang bak kontrol pas. bata (60 x 60) cm, tingg 65 cm222.0000bhBatu bataERROR:#REF!6.18114.0000kgPCERROR:#REF!0.1840m3Pasir pasangERROR:#REF!0.0330m3Batu kerikilERROR:#REF!4.8500kgBesi betonERROR:#REF!0.1200m3Pasir betonERROR:#REF!0.7200ohTukang batuERROR:#REF!0.0720ohKepala tukang batuERROR:#REF!2.1600ohPekerjaERROR:#REF!0.1000ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa galvanis diameter 1/2"1.2000m1Pipa galvanis 1/2"ERROR:#REF!6.1935%xHarga pipa (Perlengkapan)ERROR:#REF!0.0900ohTukang batuERROR:#REF!0.0090ohKepala tukang batuERROR:#REF!0.0540ohPekerjaERROR:#REF!0.0270ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa galvanis diameter 1"1.2000m1Pipa galvanisERROR:#REF!6.2135%xHarga pipa (Perlengkapan)ERROR:#REF!0.0900ohTukang batuERROR:#REF!0.0090ohKepala tukang batuERROR:#REF!0.0540ohPekerjaERROR:#REF!0.0270ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa galvanis diameter 1 1/2"1.2000m1Pipa galvanisERROR:#REF!6.2235%xHarga pipa (Perlengkapan)ERROR:#REF!0.1800ohTukang batuERROR:#REF!0.0180ohKepala tukang batuERROR:#REF!0.1080ohPekerjaERROR:#REF!0.0054ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 1/2"1.2000m1Pipa PVCERROR:#REF!6.2535%xHarga pipa (Perlengkapan)ERROR:#REF!0.0600ohTukang batuERROR:#REF!0.0060ohKepala tukang batuERROR:#REF!0.0360ohPekerjaERROR:#REF!0.0018ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 3/4"1.2000m1Pipa PVCERROR:#REF!6.2635%xHarga pipa (Perlengkapan)ERROR:#REF!0.0600ohTukang batuERROR:#REF!0.0060ohKepala tukang batuERROR:#REF!0.0360ohPekerjaERROR:#REF!0.0018ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 1"1.2000m1Pipa PVCERROR:#REF!6.2735%xHarga pipa (Perlengkapan)ERROR:#REF!0.0600ohTukang batuERROR:#REF!0.0060ohKepala tukang batuERROR:#REF!0.0360ohPekerjaERROR:#REF!0.0018ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 1 1/2"1.2000m1Pipa PVCERROR:#REF!6.2835%xHarga pipa (Perlengkapan)ERROR:#REF!0.0600ohTukang batuERROR:#REF!0.0060ohKepala tukang batuERROR:#REF!0.0360ohPekerjaERROR:#REF!0.0018ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 2"1.2000m1Pipa PVCERROR:#REF!6.2935%xHarga pipa (Perlengkapan)ERROR:#REF!0.0900ohTukang batuERROR:#REF!0.0090ohKepala tukang batuERROR:#REF!0.0544ohPekerjaERROR:#REF!0.0027ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 3"1.2000m1Pipa PVCERROR:#REF!6.3135%xHarga pipa (Perlengkapan)ERROR:#REF!0.1350orgTukang batuERROR:#REF!0.0135orgKepala tukang batuERROR:#REF!0.0810orgPekerjaERROR:#REF!0.0410orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m1Memasang pipa PVC tipe AW diameter 4"1.2000m1Pipa PVCERROR:#REF!6.3235%xHarga pipa (Perlengkapan)ERROR:#REF!0.1350orgTukang batuERROR:#REF!0.0135orgKepala tukang batuERROR:#REF!0.0810orgPekerjaERROR:#REF!0.0410orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang bak cuci piring stainless steel1.0000bhBak cuci stainless steelERROR:#REF!6.331.0000setWater drain + asesoriesERROR:#REF!0.3000orgTukang batuERROR:#REF!0.0300orgKepala tukang batuERROR:#REF!0.0300orgPekerjaERROR:#REF!0.0015orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang kran diameter 3/4" atau 1/2"1.0000bhKran airERROR:#REF!6.350.0250bhSeal tapeERROR:#REF!0.1000orgTukang batuERROR:#REF!0.0100orgKepala tukang batuERROR:#REF!0.0100orgPekerjaERROR:#REF!0.0050orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000bhMemasang floor drain1.0000bhFloor drainERROR:#REF!6.350.1000orgTukang batuERROR:#REF!0.0100orgKepala tukang batuERROR:#REF!0.0100orgPekerjaERROR:#REF!0.0050orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

PEKERJAAN BESI DAN ALUMUNIUM

SNI1.0000m2Pasang pintu lipat1.0000m2Pintu lipatERROR:#REF!6.61.0500orgTukang besi konstruksiERROR:#REF!0.1050orgKepala tukang besiERROR:#REF!1.0500orgPekerjaERROR:#REF!0.0052orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang Rolling door1.0000m2Roll doorERROR:#REF!6.81.5000orgTukang besi konstruksiERROR:#REF!0.1050orgKepala tukang besiERROR:#REF!1.0500orgPekerjaERROR:#REF!0.0052orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang pintu alumunium1.0000m2Pintu alumuniumERROR:#REF!6.91.0500orgTukang besi konstruksiERROR:#REF!0.1050orgKepala tukang besiERROR:#REF!1.0500orgPekerjaERROR:#REF!0.0052orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang teralis besi11.5000m1Baja strip 2 x 3ERROR:#REF!6.121.2000orgTukang lasERROR:#REF!0.0120orgKepala tukang lasERROR:#REF!1.2000orgPekerjaERROR:#REF!0.0006orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang kawat harmonika1.1000m2Kawat harmonikaERROR:#REF!6.130.0200kgPaku biasa 1/2" - 1"ERROR:#REF!0.0018m3Kayu kamper papanERROR:#REF!0.1000orgTukang kayuERROR:#REF!0.0100orgKepala tukang kayuERROR:#REF!0.1000orgPekerjaERROR:#REF!0.0005orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang kawat nyamuk1.1000m2Kawat nyamukERROR:#REF!6.140.0200kgPaku biasa 1/2" - 1"ERROR:#REF!0.0018m3Kayu kamper papanERROR:#REF!0.1000orgTukang kayuERROR:#REF!0.0100orgKepala tukang kayuERROR:#REF!0.1000orgPekerjaERROR:#REF!0.0005orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang kawat kassa1.1000m2Kawat kassaERROR:#REF!6.150.0200kgPaku biasa 1/2" - 1"ERROR:#REF!0.0018m3Kayu kamper papanERROR:#REF!0.1000orgTukang kayuERROR:#REF!0.0100orgKepala tukang kayuERROR:#REF!0.1000orgPekerjaERROR:#REF!0.0005orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

SNI1.0000m2Pasang jendela nako & tralis1.1000m2Jendela nakoERROR:#REF!6.170.0200kgPaku skrupERROR:#REF!0.0250m2Besi stripERROR:#REF!0.2000orgTukang kayuERROR:#REF!0.0200orgKepala tukang kayuERROR:#REF!0.2000orgPekerjaERROR:#REF!0.0010orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

PEKERJAAN KUNCI DAN KACA

6.11.0000bhPasang kunci tanam antik1.0000bhKunci tanam antikERROR:#REF!0.6000orgTukang kayuERROR:#REF!0.0600orgKepala tukang kayuERROR:#REF!0.0600orgPekerjaERROR:#REF!0.0030orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.21.0000bhPasang kunci tanam biasa1.0000bhKunci tanam biasaERROR:#REF!0.5000orgTukang kayuERROR:#REF!0.0100orgKepala tukang kayuERROR:#REF!0.0100orgPekerjaERROR:#REF!0.0050orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.31.0000bhPasang kunci tanam kamar mandi1.0000bhKunci tanam kamar mandiERROR:#REF!0.5000orgTukang kayuERROR:#REF!0.0050orgKepala tukang kayuERROR:#REF!0.0050orgPekerjaERROR:#REF!0.0025orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.51.0000bhPasang engsel pintu1.0000bhEngsel pintuERROR:#REF!0.1500orgTukang kayuERROR:#REF!0.0150orgKepala tukang kayuERROR:#REF!0.0150orgPekerjaERROR:#REF!0.0008orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.61.0000bhPasang engsel jendela kupu-kupu1.0000bhEngsel jendelaERROR:#REF!0.1000orgTukang kayuERROR:#REF!0.0100orgKepala tukang kayuERROR:#REF!0.0100orgPekerjaERROR:#REF!0.0050orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.91.0000bhPasang kait angin1.0000bhKait anginERROR:#REF!0.1500orgTukang kayuERROR:#REF!0.0150orgKepala tukang kayuERROR:#REF!0.0150orgPekerjaERROR:#REF!0.0008orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

1.0000bhHandle jendela ( SES, setara )1.0000bhHandle jendela ( SES, setara )ERROR:#REF!0.1500orgTukang kayuERROR:#REF!0.0150orgKepala tukang kayuERROR:#REF!0.0150orgPekerjaERROR:#REF!0.0008orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.121.0000bhPasang pegangan pintu / door holder1.0000bhDoor holderERROR:#REF!0.5000orgTukang kayuERROR:#REF!0.0500orgKepala tukang kayuERROR:#REF!0.0500orgPekerjaERROR:#REF!0.0025orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

1.0000bhPasang Grendel jendela & pintu1.0000bhGrendel jendela & pintuERROR:#REF!0.5000orgTukang kayuERROR:#REF!0.0500orgKepala tukang kayuERROR:#REF!0.0500orgPekerjaERROR:#REF!0.0025orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.161.0000m2Pasang kaca, tebal 3 mm1.1000m2Kaca polosERROR:#REF!0.1500orgTukang kayuERROR:#REF!0.0150orgKepala tukang kayuERROR:#REF!0.0150orgPekerjaERROR:#REF!0.0008orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.171.0000m2Pasang kaca, tebal 5 mm1.1000m2Kaca polosERROR:#REF!0.1500orgTukang kayuERROR:#REF!0.0150orgKepala tukang kayuERROR:#REF!0.0150orgPekerjaERROR:#REF!0.0008orgMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

6.171.0000m1Pasang kusen alumunium1.1000m1Kusen alumuniumERROR:#REF!15%xHarga kusen (Perlengkapan)ERROR:#REF!0.1500ohTukang alumuniumERROR:#REF!0.0150ohKepala tukangERROR:#REF!0.0150ohPekerjaERROR:#REF!0.0008ohMandorERROR:#REF!JUMLAH ( BELUM PPN )- 0DIBULATKAN- 0

Anl. Supl G.11.0000m2Pasang Kansteen Bata2.500m'bata700.001,750.000.720ZakSemen62,500.0045,000.000.0216M3Pasir pasang155,000.003,348.000.150ohPekerja60,000.009,000.000.070ohTukang batu87,000.006,090.000.012ohKepala tukang102,000.001,224.000.007ohMandor77,000.00539.00JUMLAH ( BELUM PPN )66,951.00DIBULATKAN66,951.00

Anl. Supl G.21.0000m2Pasang Kansteen Paving Block1.100M2paving beton 105,100.00115,610.000.048M3Pasir pasang155,000.007,440.000.200M3Pekerja60,000.0012,000.000.120ohTukang batu87,000.0010,440.000.012ohKepala tukang102,000.001,224.000.001ohMandor77,000.0077.00JUMLAH ( BELUM PPN )146,791.00DIBULATKAN146,791.00

daftar hargaDAFTAR HARGA BAHAN & UPAH16NONAMA JENIS BARANGSATUANHARGA7( Rp. )harga gubernur81AcusticLembar194,100.00173,700.00173,700.0010Airm3100,000.0010,000.0010,000.00Ltr100.0010.002ArangKg4,530.003,290.003,290.00113Asbes Gelombang BesarLembar77,200.0071,300.0071,300.00124Asbes Gelombang KecilLembar84,400.0070,900.0070,900.00135Asbes Quality 1 x 1 mLembar24,300.0018,000.0018,000.00146AsphaltKg17,300.0013,600.0013,600.00157Asphalt Semen Pen. 60/70 atau Pen. 80/100Kg13,400.0013,400.0013,400.00168Atap HarflekLembar92,500.0077,100.0077,100.00179Atap MultiroofM296,900.0083,400.0083,400.001810Baja ProfilKg34,600.0030,700.0030,700.001911Baja Ringan Rangka Atap Complet TerpasangM2511,800.00511,800.00511,800.002012Bak Cuci Piring LogamBuah782,300.00669,100.00669,100.002113Bak Cuci Tangan / Wastafel KeramikBuah658,100.00566,100.00566,100.002214Bak Mandi FibreBuah2,646,300.002,646,300.002,646,300.002315Bak Mandi PlastikBuah2,907,600.002,907,600.002,907,600.002416Bak Mandi PorselinBuah3,147,900.003,147,900.003,147,900.002517BambuBatang34,900.0034,900.0034,900.002618BatacoBuah6,500.006,500.006,500.002719Batu ( > 1000 ) Kg - Material Water BreakM3240,000.00240,000.00240,000.002820Batu ( 250 -1000 ) Kg - Material Water BreakM3218,700.00218,700.00218,700.002921Batu ( < 250 ) Kg - Material Water BreakM3210,600.00210,600.00210,600.003022Batu BataBuah700.00700.00700.00600.003123Batu Kali / Batu Belah ( Sungai / Gunung )M3144,000.00144,000.00144,000.003224Batu Pakhlaq ( Batu 5-7 cm ) M3175,400.00175,400.00175,400.003325Batu Pecah 2-3 cmM3578,700.00578,700.00578,700.003426Batu Tempel M3228,400.00228,400.00228,400.003627Baut Kap 1/2 - 8Buah7,500.007,500.007,500.003728Baut KecilKg8,700.008,700.008,700.003829Bensin (indutri) Liter9,300.009,300.009,300.003930Besi Beton Polos Kg15,000.0014,200.0014,200.0016,800.004031Besi Beton Ulir Kg17,500.0021,000.0021,000.0022,500.004132Besi Bout (Kuda-kuda) 5/8 - 10"Buah 11,000.0011,000.0011,000.004233Besi stripKg6,600.006,600.006,600.004334Beton Rooster / KerawangBuah11,800.0011,800.0011,800.004435Bubungan Genteng M'81,400.0081,400.0081,400.004536Bubungan SengM'36,400.0036,400.0036,400.004637Buis Beton 10 cmBuah57,100.0057,100.0057,100.004738Buis Beton 20 cmBuah63,900.0063,900.0063,900.004839Buis Beton 30 cmBuah84,300.0084,300.0084,300.004940Buis Tanah 10 cmBuah31,100.0031,100.0031,100.005041Buis Tanah 20 cmBuah68,100.0068,100.0068,100.005142Cat Kayu DasarKg37,200.0037,200.0037,200.005243Cat Kayu MengkilatKg49,000.0049,000.0049,000.005344Cat Marka Jalan (Non Thremoplas)Kg73,500.0073,500.0073,500.005445Cat Menie Besi Kg25,800.0025,800.0025,800.005546Cat TembokKg34,100.0034,100.0034,100.0025,000.005647Dempul KayuKg24,500.0024,500.0024,500.005748ElbowBuah18,500.0018,500.0018,500.005849Engsel JendelaPasang28,100.0028,100.0028,100.005950Engsel PintuPasang40,200.0040,200.0040,200.006051EspagnoletBuah 171,500.00171,500.00171,500.006152FillerKg1,540.001,540.001,540.006253Floor DrainBuah23,600.0023,600.0023,600.006354Genteng BetonKeping9,600.009,600.009,600.006455Genteng Keramik Keping18,900.0018,900.0018,900.00156Gypsum (120 x 240 cm) Tebal 1,2 cmLembar79,200.0079,200.0079,200.0060,300.00257Grendel Jendela/ PintuBuah15,500.0015,500.0015,500.00358GravelM3180,700.00180,700.00180,700.00459Hak AnginBuah18,200.0018,200.0018,200.00560Handle jendelaBuah42,000.0042,000.0042,000.00661Handle PintuBuah13,000.0013,000.0013,000.00762I j u kKg16,700.0016,700.0016,700.00863Isolasi ListrikBuah35,000.0035,000.0035,000.00964Jendela nakoBuah5,000.005,000.005,000.001065Kabel NYA 1 x 2.5 mmM'57,000.0057,000.0057,000.001166Kaca Bening Uk. 2 mmM292,800.0092,800.0092,800.001267Kaca Bening Uk. 3 mmM2139,300.00139,300.00139,300.001368Kaca Bening Uk. 5 mmM2123,100.00123,100.00123,100.001469Kaca Rayband Uk. 3 mmM2113,100.00113,100.00113,100.001570Kaca Rayband Uk. 5 mmM2148,300.00148,300.00148,300.001671Kapur BatuKg7,100.007,100.007,100.001772Kapur SirihKg4,300.004,300.004,300.001873Karpus Asbes Gelombang BesarM'101,200.00101,200.00101,200.001974Karpus Asbes Gelombang KecilM'85,600.0085,600.0085,600.002075Karpus Genteng BetonM'59,700.0059,700.0059,700.002176Karpus Genteng KeramikM'96,200.0096,200.0096,200.002277Kawat BetonKg23,000.0023,000.0023,000.002378Kawat Bronjong 3 mmKg19,300.0019,300.0019,300.002479Kawat Bronjong 4 mmKg21,400.0021,400.0021,400.002580Kawat Bronjong 5 mmKg27,600.0027,600.0027,600.002681Kawat Bronjong Pabrikan Uk. (2 x 1 x 1)Lembar536,500.00536,500.00536,500.002782Kawat Bronjong Pabrikan Uk. (2 x 1 x 0,5)Lembar482,000.00482,000.00482,000.002883Kawat Bronjong Pabrikan Uk. (3 x 1 x 0,5)Lembar500,300.00500,300.00500,300.002984Kawat Duri Kg11,500.0011,500.0011,500.003085Kawat HarmonikaM222,600.0022,600.0022,600.003186Kawat Nyamuk/ Kasa LogamM219,400.0019,400.0019,400.003287Kawat Nyamuk/ Kasa PlastikM29,200.009,200.009,200.003388Kayu BakarM3902,300.00902,300.00902,300.003489Kayu Bakau 10 cmBatang44,100.0044,100.0044,100.003590Kayu Klas I (Seumantok/ Ulin/ dll)M36,115,400.006,115,400.006,115,400.005,007,600.003691Kayu Klas II (Kamper / Kruing / dll)M34,736,400.004,736,400.004,736,400.003,806,000.003792Kayu Klas III (Borneo / dll)M34,294,800.004,294,800.004,294,800.003,930,500.003893Kayu Klas IV (Sengon / dll)M34,059,300.004,059,300.004,059,300.003,242,200.003994Keramik Sisi Kulit Jeruk 20 x 20 cmM241,200.0041,200.0041,200.004095Keramik Uk. 30 x 30 cmM249,700.0049,700.0049,700.0036,800.004196Keramik Uk. 40 x 40 cmM252,100.0052,100.0052,100.0038,500.004297Keramik Dinding Uk. 25 x 20 cmBuah49,700.0049,700.0049,700.004398Kerosen / Minyak Tanah ( Industri )Liter7,400.007,400.007,400.004499Kerosen / Minyak Tanah ( Subsidi )Liter3,300.003,300.003,300.0045100Kertas AmplasLembar3,090.003,090.003,090.0046101Kloset Duduk KeramikBuah1,686,600.001,686,600.001,686,600.0047102Kloset Jongkok KeramikBuah166,900.00166,900.00166,900.0048103Kran Air Buah250,000.00250,000.00250,000.0049104Kunci Kunci pintu Buah150,000.00150,000.00150,000.0050105Kunci Kunci tanam tanpa handleBuah200,000.00200,000.00200,000.0051106Kunci tanam bulatBuah200,000.00200,000.00200,000.0052107Kunci Pintu biasaBuah15,000.0015,000.0015,000.0053108KuasBuah70,000.0070,000.0070,000.0054109Kusen alumunium uk 2"x4" tebal 1.2 mm sekualitas YKK putihM'5,900.005,900.005,900.0055110Lampu Pijar 40 WattBuah7,500.007,500.007,500.0056111Lampu Philips SL 18 Watt (Set Lengkap)Buah85,600.0085,600.0085,600.0057112Lampu TL 2 x 18 WaatBuah114,200.00114,200.00114,200.0058113Lampu TL 2 x 38 WaatBuah22,600.0022,600.0022,600.0059114Lem AibonBuah33,300.0033,300.0033,300.0060115Lem KayuLiter28,300.0028,300.0028,300.0061116Lempengan RumputM233,700.0033,700.0033,700.0062117List Eternit KayuM'7,700.007,700.007,700.0063118MangkokBuah25,000.0025,000.0025,000.0064119MCB 10 ABuah16,000.0016,000.0016,000.001120MCB 2 ABuah50,000.0050,000.0050,000.002121MCB 32 ABuah15,000.0015,000.0015,000.003122MCB 4.5 ABuah18,000.0018,000.0018,000.004123MCB 6 ABuah80,000.0080,000.0080,000.005124MDP 2 Group 4.5 ABuah100,000.00100,000.00100,000.006125MDP 3 Group 6 ABuah150,000.00150,000.00150,000.007126MDP 4 Group 32 ABuah491,200.00491,200.00491,200.008127MarmerM2619,000.00619,000.00619,000.009128Minyak CatLiter23,000.0023,000.0023,000.0010129Multipleks 3 mmLembar72,200.0072,200.0072,200.0011130Multipleks 4 mmLembar94,700.0094,700.0094,700.0068,500.0012131Multipleks 6 mmLembar121,100.00121,100.00121,100.0013132Multipleks 9 mmLembar180,800.00180,800.00180,800.0014133Naco ( Kerangka + Daun )M2361,300.00361,300.00361,300.0015134Nok / Rabung Seng 0.35 Cat PabrikLembar67,500.0067,500.0067,500.0016135Nok / Rabung Seng 0.35 Tidak DicatLembar62,300.0062,300.0062,300.0017136OksigenM3391,000.00391,000.00391,000.0018137Paku AsbesKg18,700.0018,700.0018,700.0019138Paku Beton 8 inchiKotak15,600.0015,600.0015,600.0020139Paku KaitBuah1,230.001,230.001,230.0021140Paku KayuKg19,700.0019,700.0019,700.0022141Paku RengKg13,500.0013,500.0013,500.0023142Paku SengKg20,000.0020,000.0020,000.0024143Paku SumbatBuah1,230.001,230.001,230.0025144Paku Ulir PrimadekBuah3,900.003,900.003,900.0026145Paku skrupBuah251,700.00251,700.00251,700.0027146Pasir Batu ( Sirtu ) - Material JalanM3350,000.00350,000.00350,000.00136,100.0028147Pasir Beton / KrikilM3400,000.00400,000.00400,000.00124,900.0029148Pasir PasangM3155,000.00155,000.00155,000.00123,900.0030149Pasir UrugM3108,100.00108,100.00108,100.0031150Paving BlockM2105,100.00105,100.00105,100.0032151Pelumas / oilLiter48,100.0048,100.0048,100.0033152Pintu alumuniumM261,000.0061,000.0061,000.0034153Pipa Leiding 3/4" Galvanis Tebal 3,2 mmBatang128,400.00128,400.00128,400.0035154Pipa Leiding 1" Galvanis Tebal 3,2 mmBatang181,700.00181,700.00181,700.0036155Pipa Leiding 1/2" Galvanis Tebal 3,2 mmBatang96,200.0096,200.0096,200.0037156Pipa Leiding 1 1/2" Galvanis Tebal 3,2 mmBatang226,000.00226,000.00226,000.0038157Pipa Leiding 2" Galvanis Tebal 3,2 mmBatang367,200.00367,200.00367,200.0039158Pipa Leiding 3" Galvanis Tebal 3,2 mmBatang653,500.00653,500.00653,500.0040159Pipa Leiding 4" Galvanis Tebal 3,2 mmBatang971,200.00971,200.00971,200.0041160Pipa Leiding 6" Galvanis Tebal 3,2 mmBatang1,591,900.001,591,900.001,591,900.0042161Pipa PVC 1" Batang93,100.0093,100.0093,100.0043162Pipa PVC 1/2" Kualitas AWE (United) Batang46,800.0046,800.0046,800.0044163Pipa PVC 1 1/2" Batang112,900.00112,900.00112,900.0045164Pipa PVC 2" Batang142,800.00142,800.00142,800.0046165Pipa PVC 3" Batang162,700.00162,700.00162,700.0047166Pipa PVC 3/4" Batang37,500.0037,500.0037,500.0048167Pipa PVC 4" Batang344,100.00344,100.00344,100.0049168Pipa Instalasi ListrikBatang15,000.0015,000.0015,000.0050169Pitting LampuBuah12,400.0012,400.0012,400.0051170Plamir TembokKg15,700.0015,700.0015,700.0052171Plint Keramik 15 x 30Buah14,000.0014,000.0014,000.0053172Plint Keramik abu-abu ukuran 15 x 20Buah3,900.003,900.003,900.0054173Plint Keramik warna ukuran 15 x 20Buah3,900.003,900.003,900.0055174Plint Keramik ukuran 10 x 30Buah6,200.006,200.006,200.0056175Plint Ubin Abu-abu 15 x 20Buah3,600.003,600.003,600.0057176Plint Ubin Berwarna 15 x 20Buah7,200.007,200.007,200.0058177Plint Ubin Teraso 10 x 30Buah6,200.006,200.006,200.0059178Porselin 10 x 15M2151,900.00151,900.00151,900.0060179Porselin 11 x 11M2151,900.00151,900.00151,900.0061180Porselin 15 x 15M2151,900.00151,900.00151,900.0062181Porselin 20 x 20M2150,100.00150,100.00150,100.0063182Rangka Furing / Baja ringanM'4,000.004,000.004,000.0064183ResiduKg4,900.004,900.004,900.001184Reservoir Air 0,5 m3 FiberBuah1,766,100.001,766,100.001,766,100.002185Reservoir Air 1 m3 FiberBuah2,728,800.002,728,800.002,728,800.003186Reservoir Air 0,5 m3 Stainless SteelBuah2,087,100.002,087,100.002,087,100.004187Reservoir Air 1 m3 Stainless SteelBuah3,370,600.003,370,600.003,370,600.005188Saklar Tube33,600.0033,600.0033,600.006189Saklar TunggalBuah35,000.0035,000.0035,000.007190Saklar Seri 2 TuasBuah40,000.0040,000.0040,000.008191Saklar Seri 3 TuasBuah15,000.0015,000.0015,000.009192Skrup fixerBuah49,500.0049,500.0049,500.0010193Semen @ 40 KgZak62,500.0064,900.0064,900.0011194Semen @ 50 KgZak75,000.0081,400.0081,400.0061,800.0012195Semen Putih @ 50 KgZak137,100.00137,100.00137,100.0013196Seng BJLS 0,20M242,600.0042,600.0042,600.0014197Seng BJLS 0,20 Cat PabrikM243,700.0043,700.0043,700.0015198Seng Gelombang BJLS 30M260,500.0060,500.0060,500.0016199Seng Gelombang BJLS 30 Cat PabrikM274,800.0074,800.0074,800.0017200Seng Plat BJLS 20M253,800.0053,800.0053,800.0018201Seng Plat BJLS 30M268,000.0068,000.0068,000.0019202Solar ( Industri )Liter8,800.008,800.008,800.0020203Seal tapeBuah35,000.0035,000.0035,000.0021203Stop Kontak + InstalasiBuah180,600.00180,600.00180,600.0022204Stut Werk ( Ska Folding )M33,228,200.003,228,200.003,228,200.0023205Sumur + Pompa Tangan TerpasangUnit1,322,900.001,322,900.001,322,900.0024206Tanah TimbunM366,500.0066,500.0066,500.0025207Tanah Timbun Pilihan - Material JalanM3156,600.00156,600.00156,600.0026208TedosBuah346,100.00346,100.00346,100.0027209Teralis BesiM2499,300.00499,300.00499,300.0028210Titik Lampu + InstalasiTitik149,000.00149,000.00149,000.0029211Ubin Abu-Abu 20 x 20M246,200.0046,200.0046,200.0030212Ubin Berwarna 20 x 20M246,200.0046,200.0046,200.0031213Ubin Teraso 20 x 20M246,200.0046,200.0046,200.0032214Ubin Wafel 20 x 20M246,200.0046,200.0046,200.0033215Urinoir KeramikBuah1,212,500.001,212,500.001,212,500.0034216VinylM2243,100.00243,100.00243,100.0035217Zekering ( Kast Lokal 1 Zekering )Buah163,300.00163,300.00163,300.0036218Zekering ( Kast Lokal 2 Zekering )Buah207,000.00207,000.00207,000.0037219Zekering ( Kast Lokal 3 Zekering )Buah299,700.00299,700.00299,700.0038220Geotekstil Non WovenM293,400.0093,400.0093,400.0039- 040- 041DAFTAR UPAH KERJA - 042- 043NO.URAIAN TENAGASATUAN HARGA ( RP )- 044- 0451MandorOrang77,000.0077,000.0077,000.00462Kepala Tukang KayuOrang102,000.00102,000.00102,000.00473Tukang KayuOrang85,000.0085,000.0085,000.00484Kepala Tukang CatOrang102,000.00102,000.00102,000.00495Tukang CatOrang85,000.0085,000.0085,000.00506Kepala Tukang BatuOrang102,000.00102,000.00102,000.00517Tukang BatuOrang87,000.0087,000.0087,000.00528Kepala Tukang BesiOrang102,000.00102,000.00102,000.00539Tukang BesiOrang87,000.0087,000.0087,000.005410Tukang ListrikOrang87,000.0087,000.0087,000.005511Pekerja KayuOrang68,700.0068,700.0068,700.005612Pekerja BesiOrang60,000.0060,000.0060,000.005713Pekerja CatOrang68,700.0068,700.0068,700.005814Pekerja BatuOrang60,000.0060,000.0060,000.005960Banda aceh, 18 September 201361CV. LAGAK CIPTA MANDIRI626364

MuzakirWakil Direktur

cv. tenaga ahli

Nama:Hasanuddin, STTanggal Lahir:Aceh Timur/04-04-1967 (47 tahun)Alamat:Dusun Petua Abbas Ulee Tanoh Julok - Aceh TimurPendidikan Terakhir:S1 Teknik SipilJabatan yang diusulkan:Site ManagerEmail:-Jenis Kelamin:Laki - lakiKewarganegaraan:IndonesiaPengalaman Kerja:6 tahunStatus Kepegawaian:tidak tetapProfesi / Keahlian:Ahli Muda Pelaksana Struktur

Curriculum Vitae

Pengalaman

TahunUraian

2012PT. Ata Asia GroupPembangunan Reveitment Jetty Aneuk Laot - SingkilJabatan : Site Manager

2011PT. Karya Lima UsahaPemabangunan Gedung Departemen Agama Prov. NAD Jabatan : Site Manager

2010PT. Geunta Raya PersadaPembangunan PPI Kuala Bubon - Kec. Samatiga Jabatan : Site Manager

2009PT. Alam Baru JayaRehabilitasi dan Rekonstruksi Jembatan Suak Buluh, Ruas Sinabang - LasikinJabatan : Site Manager

2008PT. Karya Lima UsahaPekerjaan Pembangunan Pengendali Banjir Krueng Arakundo ( steel sheet pile ) Kab. Aceh Timur.Jabatan : Site Manager

2006PT. Geunta Raya PersadaPekerjaan Pembangunan Reklamasi Dermaga Muat Kawasan PerikananJabatan : Site Manager

Uraian Tugas1. Tugas PerencanaanMerencanakan Time Schedule pelaksanaan proyek sesuai dengan kewajiban dari perusahaan terhadap pemilik proyek atau kepentingan perusahaan sendiri.Merencanakan pemakaian bahan dan alat dan pekerjaan instalasi untuk setiap proyek yang ditangani sesuai dengan volume dan waktu penggunaannnya.2.Tugas dan controlling pengarahan dapat diuraikan dalam beberapa hal-hal pokok :Memberikan instruksi pekerjaan dan pengarahan kepada pelaksana dalam menunjangpelaksanaan proyek. Instruksi-instruksi pekerjaan secara umum dapat diberikan secara lisan dan yang bersifat khusus dibukukan dalam buku instruksi pengawas.Mengadakan kontrol terhadap pelaksanaan pekerjaan sesuai dengan instruksi-instruksi yang diberikan baik segi teknis, kualitas pekerjaan, maupun time schedulenya.Mengadakan control disiplin kerja dari pelaksana-pelaksana proyek, mandor maupun tenaga kerja sesuai dengan tugas, kewajiban dan wewenang masing-masing.3.Tugas-tugas komunikasi dan administrasiBerkomunikasi dengan pemilik rumah atau direksi yang ditunjuk dalam segala hal yang berkaitan dengan pelaksanaan proyek untuk menunjang kewajiban perusahaan dengan pemilik proyek, baik dalam waktu maupun kualitasnya. Komunikasi ini juga meliputi pemilihan material, surat-menyurat, penyelesaian klaim dan sebagainya.Melaksanakan pekerjaan administrasi yang berkaitan dengan pekerjaan tambah kurang. Dan diberikan ke Budget Control sepengetahuan Proyek Manager dan disetujui oleh Direktur Proyek.4.Tugas LaporanMembicarakan masalah-masalah khusus dan kesulitan-kesulitan teknis dengan Proyek Manager.Membuat laporan mingguan untuk Proyek Manager yang mencakup kegiatan proyek, kesulitan-kesulitan proyek, dan hal-hal khusus yang perlu dilaporkan.Membicarakan kesulitan-kesulitan, rencana detail bangunan dengan Proyek Manager.5.Tugas pengaturan tenagaMengatur penggunaan tenaga pekerja di proyek untuk menunjang rencana Time Schedule.Menyetujui dan menerima tenaga pelaksana, mandor, dan pekerja sesuai dengan target dari kantor dan menugaskan sesuai dengan tujuan masing-masing.Mengusulkan hal-hal yang dapat menunjang pengarahan tenaga pelaksana kepada Manager Proyek.Memberikan data-data untuk perhitungan upah tenaga untuk dihitung oleh Budget Control, mencheck ulang perhitungan upah untuk disetujui oleh Proyek Manager dan Direktur Proyek.

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TahunUraian

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TahunUraian

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Uraian

Bahasa IndonesiaBaik SekaliBahasa InggrisBaik

Nama:IsmailTanggal Lahir:Rantau, 11 Nopember 1978Alamat:Jl. Geureudong No. 20 Dusun Permai - Dewantara Kota LhokseumawePendidikan Terakhir:D-3 Teknik ListrikJabatan yang diusulkan:Pelaksana LapanganEmail:- Jenis Kelamin:Laki - lakiKewarganegaraan:IndonesiaPengalaman Kerja:4 tahunStatus Kepegawaian:tidak tetapProfesi / Keahlian:Instalator jaringan listrik tingkat 1

Curriculum Vitae

Pengalaman

TahunUraian

2012PT. Ata Asia GroupPembangunan Reveitment Jetty Aneuk Laot - SingkilJabatan : Pelaksana Lapangan

2010PT. Geunta Raya PersadaPembangunan PPI Kuala Bubon - Kec. Samatiga Jabatan : Pelaksana Lapangan

2008PT. Karya Lima UsahaPekerjaan Pembangunan Pengendali Banjir Krueng Arakundo ( steel sheet pile ) Kab. Aceh Timur.Jabatan : Pelaksana Lapangan

2006PT. Geunta Raya PersadaPekerjaan Pembangunan Reklamasi Dermaga Muat Kawasan PerikananJabatan : Pelaksanan Jaringan Listrik

Uraian Tugas1.Membantu Side Manager dalam pelaksanaan pekerjaan di lapangan2.Melaksanakan pekerjaan harian sesuai dokumen kontrak.3.Menkoordinir pekerja agar bekerja efektif dan efesien.4.Melaksanakan pekerjaan harian dilapangan.

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Bahasa IndonesiaBaik SekaliBahasa InggrisBaik

Nama:Heri DarmawanTanggal Lahir:11 Agustus 1976Alamat:Gampong BunotPendidikan Terakhir:S-1 Tehnik SipilJabatan yang diusulkan:Draftman / Juru GambarEmail:-Jenis Kelamin:Laki - lakiKewarganegaraan:IndonesiaPengalaman Kerja:3 tahunStatus Kepegawaian:tidak tetapProfesi / Keahlian:SKT Juru Gambar

Curriculum Vitae

Pengalaman

TahunUraian

2012PT. Ata Asia GroupPembangunan Reveitment Jetty Aneuk Laot - SingkilJabatan : Juru Ukur / Surveyor

2011PT. Karya Lima UsahaPemabangunan Gedung Departemen Agama Prov. NAD Jabatan : Juru Ukur / Surveyor

2008PT. Karya Lima UsahaPekerjaan Pembangunan Pengendali Banjir Krueng Arakundo ( steel sheet pile ) Kab. Aceh Timur.Jabatan : Juru Ukur / Surveyor

Uraian Tugas1.Membantu Side manager untuk mempersiapkan data data ukur di lapangan2.Melakukan pengukuran awal untuk perhitungan MC.03.Menentukan titik titik ordinat tiang pancang sesuai dengan gambar rencana4.Bertanggung Jawab atas data-data pengkuran di lapangan.5.Melakukan pengukuran sebelum dan sesudah pelaksanaan dilapangan.

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Bahasa IndonesiaBaik SekaliBahasa InggrisBaik

Nama:Hadi SyahrizalTanggal Lahir:26 Maret 1979Alamat:Lambhuk Ulee KarengPendidikan Terakhir:S-1 Tehnik SipilJabatan yang diusulkan:Surveyor / Juru UkurEmail:-Jenis Kelamin:Laki - lakiKewarganegaraan:IndonesiaPengalaman Kerja:3 tahunStatus Kepegawaian:tidak tetapProfesi / Keahlian:SKT Juru Ukur

Curriculum Vitae

Pengalaman

TahunUraian

2012PT. Ata Asia GroupPembangunan Reveitment Jetty Aneuk Laot - SingkilJabatan : Draftman / Juru Gambar

2010PT. Geunta Raya PersadaPembangunan PPI Kuala Bubon - Kec. Samatiga Jabatan : Draftman / Juru Gambar

2008PT. Karya Lima UsahaPekerjaan Pembangunan Pengendali Banjir Krueng Arakundo ( steel sheet pile ) Kab. Aceh Timur.Jabatan : Draftman / Juru Gambar

Uraian Tugas1.Melakukan penggambaran untuk Request2.Melakukan penggambaran terhadap perubahan perubahan pelaksanaan di lapangan3.Menggambar Soft Drawing, As Built Drawing

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TahunUraian

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Bahasa IndonesiaBaik SekaliBahasa InggrisBaik

Nama:Nuraini, SETanggal Lahir:2 Oktober 1981Alamat:Cot Girek Aceh UtaraPendidikan Terakhir:S-1 EkonomiJabatan yang diusulkan:Administrasi / KeuanganEmail:-Jenis Kelamin:PerempuanKewarganegaraan:IndonesiaPengalaman Kerja:3 tahunStatus Kepegawaian:tidak tetapProfesi / Keahlian:-

Curriculum Vitae

Pengalaman

TahunUraian

2012PT. Ata Asia GroupPembangunan Reveitment Jetty Aneuk Laot - SingkilJabatan : Draftman / Juru Gambar

2010PT. Karya Lima UsahaPembangunan Gedung Departemen Agama Prov. NADJabatan : Draftman / Juru Gambar

2008PT. Karya Lima UsahaPekerjaan Pembangunan Pengendali Banjir Krueng Arakundo ( steel sheet pile ) Kab. Aceh Timur.Jabatan : Draftman / Juru Gambar

Uraian Tugas1.Mempersiapkan daftar biaya berkaitan dengan rancangan dalam bentuk batas biaya dan target biaya setiap kegiatan pekerjaan.2.Menyelenggarakan sistim administrasi umum dan teknis dalam rangka memperlancar pengelolaan proyek.3.Membuat arsip-arsip yang berhubungan dengan pelaksanaan proyek.4.Melaksanakan pengendalian biaya selama pelaksanaan proyek.

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Bahasa IndonesiaBaik SekaliBahasa InggrisBaik

daftar personilFormulir 7DAFTAR PERSONIL INTI

NAMA KEGIATAN:PEMBANGUNAN TEMPAT PARKIR KENDARAAN KANTOR BPKS DAN PELABUHANLOKASI:KOTA SABANGTAHUN ANGGARAN:2013

No.NAMAJABATANTEMPAT / TGL. LAHIR UMUR (TAHUN)PENDIDIKAN TERAKHIRNO DAN TGL IJAZAHPENGALAMAN KERJA (TAHUN)NO DAN TGL. SKANO DAN TGL. SKT.KET./ALAMAT

1Hasanuddin, STSite ManagerAceh Timur/04-04-1967 (47 tahun)S 1 Teknik Sipil116/UNIDA/FT/S.1/ 1995, tahun 1995741475/01/175/ATAKI/SKA/XI/2010, tanggal 30/11/2010-2IsmailPelaksanaRantau, 11 Nopember 1978D3 Teknik Listrik197/2924/TL-429/01, tahun 20016-11140/PATI-SKTK/TE049/2011, tanggal 10 Mei 2011 3Hadi SyahrizalSurveyor / Juru UkurBireuen, 26-03-1979S1 Teknik Sipil0719/4172/TS/20066044653/SMK-PU/SKTK/I/20134Heri DarmawanDraftman / Juru gambarBanda Aceh, 11-08-1976S1 Arsitektur312188/054/TA-033/2004501341/01/175/ATAKI/DPD/SKT/V/20115Nuraini, SEAdministrasi & KeuanganCot Girek, 2-10-1981S1 Ekonomi1.4.1.00386/0012984

Banda Aceh, 18 September 2013CV. Lagak Cipta Mandiri

MuzakirWakil Direktur

anl. alatURAIAN ANALISA ALAT

No.U R A I A NKODEKOEF.SATUANKET.

A.URAIAN PERALATAN 1.Jenis PeralatanPILE DRIVER + HAMMER 2.TenagaPw25.0HP