Rab Ppip Pallimae ACC

RPDRENCANA PENGGUNAAN DANA (RPD)(Format 5.2)Provinsi :Sulawesi SelatanNo. RPD:01Kabupaten:WajoProgram:PPIP APBN-P 2013Kecamatan:SabbangparuJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuDesa:PallimaeUkuran/Dimensi:Pek. Jalan : 675 mJembatan : 3 UnitURAIANVOLUMESISAUNIT/ SATUANHARGA SATUAN (Rp.)JUMLAH TOTAL (Rp.)KEBUTUHANRealisasi s/d Tahap LaluPENGAJUAN SEKARANGJUMLAH KOMULATIF

BIAYA OPERASIONAL1.0Biaya Operasional1.000.250.250.500.50Ls.5,000,0001,250,000SUB TOTAL 11,250,0001,250,000BAHAN .1.0Kerikil Ayak Beton2.380.01.071.071.31m171,400183,8602.0Batu Gunung190.5180.0080.00160.0030.51m185,70014,856,0003.0Pasir Pasangan100.2760.0020.0080.0020.27m114,2002,284,0004.0Pasir Batu (Sirtu)478.80200.00110.00310.00168.80m128,50014,135,0005.0Timbunan (Latrik)270.00100.00170.00270.000.0m100,00017,000,0006.0Portland Cement (50 Kg)536.37300.0050.00350.00186.37zak58,0002,900,0007.0Paku Biasa 5 cm - 10 cm33.070.020.0020.0013.07kg17,500350,0008.0Papan Kayu Kelas III0.140.00.00.00.14m3,092,6000.09.0Minyak Bekesting (Oli Bekas)0.700.00.00.00.70Ltr5,0000.010.0Besi Tulangan (Polos)418.550.0100.00100.00318.55Kg14,3001,430,00011.0Kawat Beton5.980.02.002.003.98Kg17,24034,48012.0Balok Kayu Kelas III0.050.00.00.00.05m3,092,6000.013.0Tripleks tebal 3 mm1.230.00.00.01.23Lbr51,2000.014.0Bambu, Panjang 8 m10.500.00.00.010.50Btg17,5000.015.0Balok Kayu Kelas I (Kumia)6.222.002.004.002.22m4,473,5008,947,00016.0Baut + Mour (Dia. 14 mm, P=15 cm)62.000.062.0062.000.0Bh4,000248,00017.0Baut + Mour (Dia. 19 mm, P=30 cm)72.000.072.0072.000.0Bh10,000720,00018.0Besi strip tebal 5 mm84.840.084.8484.840.00Kg22,5001,908,900SUB TOTAL 264,997,24064,997,240

SUB TOTAL 20PekerjaTukang BatuTukang KayuKepala Tukang UPAHa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)-Pekerja99.750.099.75OH56,9445,680,18699.750002.0Timbunan (Latrik)0000-Pekerja56.250.056.25OH56,9443,203,11256.250003.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja187.500.0187.50OH56,94410,677,041187.5000-Tukang Batu93.750.093.75OH68,5546,426,957093.7500-Kepala Tukang 9.380.09.38OH74,083694,5260009.3754.0Urugan Pasir Bawah Talud, t = 5 Cm0000-Pekerja4.280.04.28OH56,944243,437Rp18,041,9604.2750000000b.Pekerjaan Duiker 1 Unit00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja1.620.01.62OH56,94492,3421.62162000-Tukang Batu0.270.00.27OH68,55418,52800.2702700-Kepala Tukang 0.030.00.03OH74,0832,0390000.02751842.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja2.730.02.73OH56,944155,4582.73000-Tukang Batu1.370.01.37OH68,55493,57601.36500-Kepala Tukang 0.140.00.14OH74,08310,1120000.13653.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja0.540.00.54OH56,94430,7500.54000-Tukang Batu0.270.00.27OH68,55418,51000.2700-Kepala Tukang 0.030.00.03OH74,0832,0000000.0274.0Pas. Batu Kosong0000-Pekerja0.220.00.22OH56,94412,4370.2184000-Tukang Batu0.110.00.11OH68,5547,48600.109200-Kepala Tukang 0.010.00.01OH74,0838090000.010925.0Galian Tanah0000-Pekerja0.900.00.90OH56,94451,2500.90006.0Pembesian0000-Pekerja1.900.01.90OH56,944108,1721.8996071472000-Tukang Batu1.900.01.90OH68,554130,22601.899607147200-Kepala Tukang 0.190.00.19OH74,08314,0730000.18996071477.0Bekesting0000-Pekerja2.310.02.31OH56,944131,5412.31000-Tukang Batu1.160.01.16OH68,55479,18001.15500-Kepala Tukang 0.120.00.12OH74,0838,557Rp967,0450000.1155cPekerjaan Jembatan0000c.1Jembatan Kayu (3 x 5 m) Dusun Manyili00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja3.630.03.63OH56,944206,7083.63000-Tukang Batu0.610.00.61OH68,55441,47500.60500-Kepala Tukang 0.060.00.06OH74,0834,5630000.06162.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja19.890.019.89OH56,9441,132,62019.89000-Tukang Batu9.950.09.95OH68,554681,77209.94500-Kepala Tukang 0.990.00.99OH74,08373,6750000.99453.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja19.860.019.86OH56,9441,130,69919.85625000-Tukang Batu9.930.09.93OH68,554680,61509.92812500-Kepala Tukang 0.990.00.99OH74,08373,5500000.99281254.0Pas. Batu Kosong0000-Pekerja3.740.03.74OH56,944213,1993.744000-Tukang Batu1.870.01.87OH68,554128,33301.87200-Kepala Tukang 0.190.00.19OH74,08313,8680000.18725.0Galian Tanah0000-Pekerja18.000.018.00OH56,9441,024,996180006.0Pembesian0000-Pekerja0.890.00.89OH56,94450,7210.8907192000-Tukang Batu0.890.00.89OH68,55461,06300.890719200-Kepala Tukang 0.090.00.09OH74,0836,5990000.089071927.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.860.07.86OH56,944447,8097.864000-Tukang Kayu23.590.023.59OH68,5541,617,3310023.5920-Kepala Tukang 2.360.02.36OH74,083174,7760002.3592c.2Jembatan Kayu (3 x 5 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.630.07.63OH56,944434,6897.6336000-Tukang Kayu22.900.022.90OH68,5541,569,9460022.90080-Kepala Tukang 2.290.02.29OH74,083169,6550002.29008c.3Jembatan Kayu (1.5 x 6 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.130.07.13OH56,944405,8327.1268348267000-Tukang Kayu21.380.021.38OH68,5541,465,7230021.38050448020-Kepala Tukang 2.140.02.14OH74,083158,393Rp39,860,9140002.138050448TOTAL UPAH KERJA1.0Pekerja446.63150.00100.00250.00196.63OH56,9005,690,0002.0Tukang Batu122.0660.0020.0080.0042.06OH68,5001,370,0003.0Tukang Kayu67.8722.0015.0037.0030.87OH68,5001,027,5004.0Kepala Tukang 18.9910.008.9918.990.00OH74,000665,260SUB TOTAL 38,752,760TOTAL RENCANA PENGGUNAAN DANA 1 + 2 + 375,000,000Tujuh Puluh lima Juta RupiahSaldo Kas0.05,000,000

Pallimae, 25 Nopember 2013245,000,000250,000,000Diperiksa Oleh :Dibuat Oleh :ERROR:#REF!Fasilitator MasyarakatKetua OMS PallimaeKader Desa PallimaeERROR:#REF!

Adyarman Samad, ST/R.Dedi Irawan Soebekti, SE. MM.ChandraDg. Marakka

Diverifikasi Oleh:TAMK

.........Ir. Rumaedah

LPDLAPORAN PENGGUNAAN DANA (LPD)(Format 5.2)Provinsi :Sulawesi SelatanNo. LPD:01Kabupaten:WajoProgram:PPIP APBN-P 2013Kecamatan:SabbangparuJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuDesa:PallimaeUkuran/Dimensi:Pek. Jalan : 675 mJembatan : 3 UnitURAIANVOLUMESISAUNIT/ SATUANHARGA SATUAN (Rp.)JUMLAH TOTAL (Rp.)KEBUTUHANRealisasi s/d Tahap LaluPENGAJUAN SEKARANGJUMLAH KOMULATIF

BIAYA OPERASIONAL1.0Biaya Operasional1.000.00.250.250.75Ls.5,000,0001,250,000SUB TOTAL 11,250,0001,250,000BAHAN .1.0Kerikil Ayak Beton2.380.00.00.02.38m171,4000.02.0Batu Gunung190.510.080.0080.00110.51m185,70014,856,0003.0Pasir Pasangan100.270.060.0060.0040.27m114,2006,852,0004.0Pasir Batu (Sirtu)478.800.0200.00200.00278.80m128,50025,700,0005.0Timbunan (Latrik)270.000.0100.00100.00170.00m100,00010,000,0006.0Portland Cement (50 Kg)536.370.0300.00300.00236.37zak58,00017,400,0007.0Paku Biasa 5 cm - 10 cm33.070.00.00.033.07kg17,5000.08.0Papan Kayu Kelas III0.140.00.00.00.14m3,092,6000.09.0Minyak Bekesting (Oli Bekas)0.700.00.00.00.70Ltr5,0000.010.0Besi Tulangan (Polos)418.550.00.00.0418.55Kg14,3000.011.0Kawat Beton5.980.00.00.05.98Kg17,2400.012.0Balok Kayu Kelas III0.050.00.00.00.05m3,092,6000.013.0Tripleks tebal 3 mm1.230.00.00.01.23Lbr51,2000.014.0Bambu, Panjang 8 m10.500.00.00.010.50Btg17,5000.015.0Balok Kayu Kelas I (Kumia)6.220.02.002.004.22m4,473,5008,947,00016.0Baut + Mour (Dia. 14 mm, P=15 cm)62.000.00.00.062.00Bh4,0000.017.0Baut + Mour (Dia. 19 mm, P=30 cm)72.000.00.00.072.00Bh10,0000.018.0Besi strip tebal 5 mm84.840.00.00.084.84Kg22,5000.0SUB TOTAL 283,755,00083,755,000

SUB TOTAL 20PekerjaTukang BatuTukang KayuKepala Tukang UPAHa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)-Pekerja99.750.099.75OH56,9445,680,18699.750002.0Timbunan (Latrik)0000-Pekerja56.250.056.25OH56,9443,203,11256.250003.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja187.500.0187.50OH56,94410,677,041187.5000-Tukang Batu93.750.093.75OH68,5546,426,957093.7500-Kepala Tukang 9.380.09.38OH74,083694,5260009.3754.0Urugan Pasir Bawah Talud, t = 5 Cm0000-Pekerja4.280.04.28OH56,944243,437Rp18,041,9604.2750000000b.Pekerjaan Duiker 1 Unit00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja1.620.01.62OH56,94492,3421.62162000-Tukang Batu0.270.00.27OH68,55418,52800.2702700-Kepala Tukang 0.030.00.03OH74,0832,0390000.02751842.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja2.730.02.73OH56,944155,4582.73000-Tukang Batu1.370.01.37OH68,55493,57601.36500-Kepala Tukang 0.140.00.14OH74,08310,1120000.13653.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja0.540.00.54OH56,94430,7500.54000-Tukang Batu0.270.00.27OH68,55418,51000.2700-Kepala Tukang 0.030.00.03OH74,0832,0000000.0274.0Pas. Batu Kosong0000-Pekerja0.220.00.22OH56,94412,4370.2184000-Tukang Batu0.110.00.11OH68,5547,48600.109200-Kepala Tukang 0.010.00.01OH74,0838090000.010925.0Galian Tanah0000-Pekerja0.900.00.90OH56,94451,2500.90006.0Pembesian0000-Pekerja1.900.01.90OH56,944108,1721.8996071472000-Tukang Batu1.900.01.90OH68,554130,22601.899607147200-Kepala Tukang 0.190.00.19OH74,08314,0730000.18996071477.0Bekesting0000-Pekerja2.310.02.31OH56,944131,5412.31000-Tukang Batu1.160.01.16OH68,55479,18001.15500-Kepala Tukang 0.120.00.12OH74,0838,557Rp967,0450000.1155cPekerjaan Jembatan0000c.1Jembatan Kayu (3 x 5 m) Dusun Manyili00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja3.630.03.63OH56,944206,7083.63000-Tukang Batu0.610.00.61OH68,55441,47500.60500-Kepala Tukang 0.060.00.06OH74,0834,5630000.06162.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja19.890.019.89OH56,9441,132,62019.89000-Tukang Batu9.950.09.95OH68,554681,77209.94500-Kepala Tukang 0.990.00.99OH74,08373,6750000.99453.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja19.860.019.86OH56,9441,130,69919.85625000-Tukang Batu9.930.09.93OH68,554680,61509.92812500-Kepala Tukang 0.990.00.99OH74,08373,5500000.99281254.0Pas. Batu Kosong0000-Pekerja3.740.03.74OH56,944213,1993.744000-Tukang Batu1.870.01.87OH68,554128,33301.87200-Kepala Tukang 0.190.00.19OH74,08313,8680000.18725.0Galian Tanah0000-Pekerja18.000.018.00OH56,9441,024,996180006.0Pembesian0000-Pekerja0.890.00.89OH56,94450,7210.8907192000-Tukang Batu0.890.00.89OH68,55461,06300.890719200-Kepala Tukang 0.090.00.09OH74,0836,5990000.089071927.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.860.07.86OH56,944447,8097.864000-Tukang Kayu23.590.023.59OH68,5541,617,3310023.5920-Kepala Tukang 2.360.02.36OH74,083174,7760002.3592c.2Jembatan Kayu (3 x 5 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.630.07.63OH56,944434,6897.6336000-Tukang Kayu22.900.022.90OH68,5541,569,9460022.90080-Kepala Tukang 2.290.02.29OH74,083169,6550002.29008c.3Jembatan Kayu (1.5 x 6 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.130.07.13OH56,944405,8327.1268348267000-Tukang Kayu21.380.021.38OH68,5541,465,7230021.38050448020-Kepala Tukang 2.140.02.14OH74,083158,393Rp39,860,9140002.138050448TOTAL UPAH KERJA1.0Pekerja446.630.0150.00150.00296.63OH56,9008,535,0002.0Tukang Batu122.060.060.0060.0062.06OH68,5004,110,0003.0Tukang Kayu67.870.022.0022.0045.87OH68,5001,507,0004.0Kepala Tukang 18.990.010.0010.008.99OH74,000740,000SUB TOTAL 314,892,000TOTAL PENGGUNAAN DANA 1 + 2 + 399,897,000Sembilan Puluh Sembilan Juta Delapan Ratus Sembilan puluh Tujuh Ribu RupiahSaldo Kas103,0005,000,000

Pallimae, 25 Nopember 2013245,000,000250,000,000Diperiksa Oleh :Dibuat Oleh :ERROR:#REF!Fasilitator MasyarakatKetua OMS PallimaeKader Desa PallimaeERROR:#REF!




Rencana Tenaga Kerja

RENCANA ANGGARAN BIAYA(Format 5.2)

Provinsi :Sulawesi SelatanNo. RAB:01Kabupaten:WajoProgram:PPIP APBN-P 2013Kecamatan:SabbangparuJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuDesa:PallimaeUkuran/Dimensi:Pek. Jalan : 675 m

UPAH1.0Pekerja0.00.00.0OH56,9440.02.0Tukang Batu0.00.00.0OH68,5540.03.0Kepala Tukang0.00.00.0OH74,0830.0RENCANA PENYEDIAN TENAGA KERJA UNTUK PELAKSANAAN PPIP APBN-P TAHUN 2013Provinsi :Sulawesi SelatanKabupaten:WajoKecamatan:SabbangparuDesa:PallimaeJenis Tenaga KerjaUpah/Hari (Rp.)Jumlah Tenaga Kerja Minggu 1Minggu 2Minggu 3Minggu 4Total HOKOrg/hrHr/mgHOKOrg/hrHr/mgHOKOrg/hrHr/mgHOKOrg/hrHr/mgHOK25.141764038358.612207123369.921670337476.7138876063Kepala Kelompok74,0830.151.0770.362.4970.372.9780.413.268306.871015218116.018182594319.10895592820.9652070705Tukang68,5540.986.8772.2916.0272.7319.1183.0020.978301.06926451862.49274288552.97372774083.2625967684Pekerja56,9443.5925.1478.3758.6179.9969.92810.9676.71830Disetujui Oleh :Mengetahui :Perwakilan MasyarakatKetua OMSKepala DesaNamaTanda TanganDesa PallimaeDesa Pallimae1.0.........................................................1.0..............................................2.0.........................................................2.0..............................................ChandraMasse3.0.........................................................3.0..............................................4.0.........................................................4.0..............................................5.0.........................................................5.0..............................................RENCANA PENYEDIAN TENAGA KERJA UNTUK PELAKSANAAN PPIP APBN-P TAHUN 2013Provinsi :Sulawesi SelatanKabupaten:WajoKecamatan:SabbangparuDesa:PallimaeJenis Tenaga KerjaUpah/Hari (Rp.)Jumlah Tenaga Kerja Minggu 5Minggu 6Minggu 7Minggu 8Total HOKOrg/hrHr/mgHOKOrg/hrHr/mgHOKOrg/hrHr/mgHOKOrg/hrHr/mgHOK79.399750951456.664429521153.673765105326.5025564909Kepala Kelompok74,0830.423.3880.302.4180.332.2870.161.1376021.699229070315.485872708414.6685513517.2429074065Tukang68,5543.1021.7082.2115.4982.1014.6771.037.247603.37682496542.40990504332.2827138351.1271382257Pekerja56,94411.3479.4088.0956.6687.6753.6773.7926.50760Disetujui Oleh :Mengetahui :Perwakilan MasyarakatKetua OMSKepala DesaNamaTanda TanganDesa PallimaeDesa Pallimae1.0.........................................................1.0..............................................2.0.........................................................2.0..............................................ChandraMasse3.0.........................................................3.0..............................................4.0.........................................................4.0..............................................5.0.........................................................5.0..............................................

RAB (1.)RENCANA ANGGARAN BIAYA (Analisa Teknik)(Format 5.2)Provinsi :Sulawesi SelatanNo. RAB:01Kabupaten:WajoProgram:PPIP APBN-P 2013Kecamatan:SabbangparuJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuDesa:PallimaeUkuran/Dimensi:Pek. Jalan : 675 mJembatan : 3 UnitURAIANVOLUMESATUANHARGA SATUAN (Rp.)JUMLAH TOTAL (Rp.)TOTALDARI SWADAYADARI DANA

BAHAN1.0Kerikil Ayak Beton2.380.02.38m171,429408,0482.0Batu Gunung190.510.0190.51m185,71435,380,2433.0Pasir Pasangan100.270.0100.27m114,28611,458,9624.0Pasir Batu (Sirtu)478.800.0478.80m128,57161,560,0005.0Timbunan (Latrik)270.000.0270.00m100,00027,000,0006.0Portland Cement (50 Kg)536.370.0536.37zak58,00031,109,3117.0Paku Biasa 5 cm - 10 cm33.070.033.07kg17,500578,7998.0Papan Kayu Kelas III0.140.00.14m3,092,620432,9679.0Minyak Bekesting (Oli Bekas)0.700.00.70Ltr5,0003,50010.0Besi Tulangan (Polos)418.550.0418.55Kg14,3005,985,25011.0Kawat Beton5.980.05.98Kg17,240103,08312.0Balok Kayu Kelas III0.050.00.05m3,092,620162,36313.0Tripleks tebal 3 mm1.230.01.23Lbr51,22062,74514.0Bambu, Panjang 8 m10.500.010.50Btg17,500183,75015.0Balok Kayu Kelas I (Kumia)6.220.06.22m4,473,54327,833,13116.0Baut + Mour (Dia. 14 mm, P=15 cm)62.000.062.00Bh4,000248,00017.0Baut + Mour (Dia. 19 mm, P=30 cm)72.000.072.00Bh10,000720,00018.0Besi strip tebal 5 mm84.840.084.84Kg22,5001,908,937SUB TOTAL 1205,139,086205,139,086ALAT1.0Gerobak Dorong120.0Bh300,000300,0002.0Sekop4100.0Bh35,000140,0003.0Cangkul4100.0Bh25,000100,0004.0Ember350.0Bh20,00060,000SUB TOTAL 2600,000PekerjaTukang BatuTukang KayuKepala Tukang UPAHa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)-Pekerja99.750.099.75OH56,9445,680,18699.750002.0Timbunan (Latrik)0000-Pekerja56.250.056.25OH56,9443,203,11256.250003.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja187.500.0187.50OH56,94410,677,041187.5000-Tukang Batu93.750.093.75OH68,5546,426,957093.7500-Kepala Tukang 9.380.09.38OH74,083694,5260009.3754.0Urugan Pasir Bawah Talud, t = 5 Cm0000-Pekerja4.280.04.28OH56,944243,437Rp18,041,9604.2750000000b.Pekerjaan Duiker 1 Unit00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja1.620.01.62OH56,94492,3421.62162000-Tukang Batu0.270.00.27OH68,55418,52800.2702700-Kepala Tukang 0.030.00.03OH74,0832,0390000.02751842.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja2.730.02.73OH56,944155,4582.73000-Tukang Batu1.370.01.37OH68,55493,57601.36500-Kepala Tukang 0.140.00.14OH74,08310,1120000.13653.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja0.540.00.54OH56,94430,7500.54000-Tukang Batu0.270.00.27OH68,55418,51000.2700-Kepala Tukang 0.030.00.03OH74,0832,0000000.0274.0Pas. Batu Kosong0000-Pekerja0.220.00.22OH56,94412,4370.2184000-Tukang Batu0.110.00.11OH68,5547,48600.109200-Kepala Tukang 0.010.00.01OH74,0838090000.010925.0Galian Tanah0000-Pekerja0.900.00.90OH56,94451,2500.90006.0Pembesian0000-Pekerja1.900.01.90OH56,944108,1721.8996071472000-Tukang Batu1.900.01.90OH68,554130,22601.899607147200-Kepala Tukang 0.190.00.19OH74,08314,0730000.18996071477.0Bekesting0000-Pekerja2.310.02.31OH56,944131,5412.31000-Tukang Batu1.160.01.16OH68,55479,18001.15500-Kepala Tukang 0.120.00.12OH74,0838,557Rp967,0450000.1155cPekerjaan Jembatan0000c.1Jembatan Kayu (3 x 5 m) Dusun Manyili00001.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0000-Pekerja3.630.03.63OH56,944206,7083.63000-Tukang Batu0.610.00.61OH68,55441,47500.60500-Kepala Tukang 0.060.00.06OH74,0834,5630000.06162.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp0000-Pekerja19.890.019.89OH56,9441,132,62019.89000-Tukang Batu9.950.09.95OH68,554681,77209.94500-Kepala Tukang 0.990.00.99OH74,08373,6750000.99453.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0000-Pekerja19.860.019.86OH56,9441,130,69919.85625000-Tukang Batu9.930.09.93OH68,554680,61509.92812500-Kepala Tukang 0.990.00.99OH74,08373,5500000.99281254.0Pas. Batu Kosong0000-Pekerja3.740.03.74OH56,944213,1993.744000-Tukang Batu1.870.01.87OH68,554128,33301.87200-Kepala Tukang 0.190.00.19OH74,08313,8680000.18725.0Galian Tanah0000-Pekerja18.000.018.00OH56,9441,024,996180006.0Pembesian0000-Pekerja0.890.00.89OH56,94450,7210.8907192000-Tukang Batu0.890.00.89OH68,55461,06300.890719200-Kepala Tukang 0.090.00.09OH74,0836,5990000.089071927.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.860.07.86OH56,944447,8097.864000-Tukang Kayu23.590.023.59OH68,5541,617,3310023.5920-Kepala Tukang 2.360.02.36OH74,083174,7760002.3592c.2Jembatan Kayu (3 x 5 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.630.07.63OH56,944434,6897.6336000-Tukang Kayu22.900.022.90OH68,5541,569,9460022.90080-Kepala Tukang 2.290.02.29OH74,083169,6550002.29008c.3Jembatan Kayu (1.5 x 6 m) Dusun Salotenga00001.0Balok Kayu Kelas I (Kumia)0000-Pekerja7.130.07.13OH56,944405,8327.1268348267000-Tukang Kayu21.380.021.38OH68,5541,465,7230021.38050448020-Kepala Tukang 2.140.02.14OH74,083158,393Rp39,860,9140002.138050448TOTAL UPAH KERJA1.0Pekerja446.630.0446.63OH56,94425,432,9972.0Tukang Batu122.060.0122.06OH68,5548,367,7213.0Tukang Kayu67.870.067.87OH68,5544,653,0004.0Kepala Tukang 18.990.018.99OH74,0831,407,196SUB TOTAL 339,860,914TOTAL BIAYA245,600,000SUMBER DANADANA BANTUAN SOSIAL245,000,000SWADAYA600,0005,000,000245,000,000250,000,000Diperiksa Oleh :Dibuat Oleh :0Fasilitator MasyarakatKetua OMS PallimaeKader Desa PallimaeOK mi




RAB (2.)RENCANA ANGGARAN BIAYA(Format 5.3)

Provinsi :Sulawesi SelatanNo. RAB:02Kabupaten:WajoProgram:PPIP APBN-P 2013Kecamatan:SabbangparuJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuDesa:PallimaeUkuran/Dimensi:Pek. Jalan : 675 mJembatan : 3 UnitNo.URAIAN PEKERJAANVOLUMESATUANHARGA SATUANJUMLAH BIAYA(Rp.)(Rp.)152339.616I.PEKERJAAN NON FISIK10.653121001.0Biaya Operasional1.00Ls.5,000,0005,000,000PKgTOTAL 15,000,0005,000,00060.0061650.22194256271II.PEKERJAAN FISIK34.333333333380.0061650.3945614055a.Pekerjaan JalanRp55,621,447120.0061650.8877681720%1.0Jalan Lapis Pasir Batu (sirtu)399.00m3168,52267,240,186975120.0061650.887761561386752.0Timbunan (Latrik)225.00m3134,23630,203,112200m0.203.001203.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp125.00m3613,75476,719,23731.3139744394780250m0.203.001504.0Urugan Pasir Bawah Talud, t = 5 Cm14.25m3154,2262,197,722Talud150m0.203.0090TOTAL 2176,360,257176,360,257114285.714285714BESI 648.666666666720m0.201.506b.Pekerjaan Duiker 1 UnitRp89,142,85725.3066666667Panjang Sirtu255m0.203.00331.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0.98m3730,428717,8653754753992.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp1.82m3654,9941,192,089253.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0.36m3613,754220,951BESI 8284.0Pas. Batu Kosong0.28m3346,27096,956140Panjang Talud950m5.0Galian Tanah1.20m342,70851,250Luasan Talud0.125M26.0Pembesian271.37Kg16,2044,397,3051407.0Bekesting3.50m2311,1721,089,102BESI 12116.25TOTAL 37,765,5177,765,51781.4c.Pekerjaan Jembatanc.1Jembatan Kayu (3 x 5 m) Dusun Manyili811.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr2.20m3730,4281,606,9422.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp13.26m3654,9948,685,2193.5BESI 1424.33333333333.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp13.24m3613,7548,124,567155.73333333334.0Pas. Batu Kosong4.80m3346,2701,662,0985.0Galian Tanah24.00m342,7081,024,99610.531.51566.0Pembesian127.25Kg16,2042,061,88113.267.0Balok Kayu Kelas I (Kumia)1.97m36,495,72412,770,5940.43213.23758.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.15759.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.90.90.525TOTAL 436,182,29736,182,2970.240.240.14c.2Jembatan Kayu (3 x 5 m) Dusun Salotenga0.480.4320.2521.0Balok Kayu Kelas I (Kumia)1.91m36,495,72412,396,4400.150.150.03.........2.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.0960.08640.03843.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.10.10.12TOTAL 512,642,44012,642,4401.9661.90841.6949100.0061650.61653421127c.3Jembatan Kayu (1.5 x 6 m) Dusun Salotenga120.0061650.887761201071.0Balok Kayu Kelas I (Kumia)1.78m36,495,72411,573,4880.0061650002.0Baut + Mour (Dia. 14 mm, P=15 cm)14.00Bh4,00056,0000.0061650003.0Baut + Mour (Dia. 19 mm, P=30 cm)42.00Bh10,000420,000TOTAL 612,049,48812,049,48818TOTAL 1+2+3+4+5+6250,000,00024Terbilang : " Dua Ratus Lima Puluh Juta Rupiah"42BESI 1042Panjang Sirtu233.6Panjang TaludDiperiksa Oleh :Dibuat Oleh :Luasan TaludFasilitator MasyarakatKetua OMS PallimaeKader Desa Pallimae34Luasan Latrik1BESI 1224120Panjang Latrik0

120Adyarman Samad, ST/R.Dedi Irawan Soebekti, SE. MM.ChandraDg. Marakka


Ir. Rumaedah

ANALISAANALISA BIAYA KONSTRUKSI

PEKERJAAN TANAH UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN (SNI. 2835 : 2008)

6.15Mengurug 1 m3 sirtu padat untuk peninggian lantai bangunan399.00

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)BahanPasir Batu (Sirtu)m31.200128,571154,286478.80Kerikil Ayak Beton

Tenaga KerjaPekerjaOh0.25056,94414,236Batu GunungMandorOh0.0250.00.0Pasir PasanganJumlah Harga Per Satuan Pekerjaan168,522Pasir Batu (Sirtu)Timbunan (Latrik)6.15Mengurug 1 m3 sirtu padat untuk peninggian lantai bangunan225.00Portland Cement (50 Kg)Paku Biasa 5 cm - 10 cmKebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)Papan Kayu Kelas IIIBahanTimbunan (Latrik)m31.200100,000120,000270.00Minyak Bekesting (Oli Bekas)Tenaga KerjaPekerjaOh0.25056,94414,236Besi Tulangan (Polos)MandorOh0.0250.00.0Kawat BetonJumlah Harga Per Satuan Pekerjaan134,236Balok Kayu Kelas IIITripleks tebal 3 mmPEKERJAAN BETON UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN (SNI. 7394 : 2008)Bambu, Panjang 8 mBalok Kayu Kelas I (Kumia)

6.7Membuat 1 m3 beton mutu f'c = 19.3 Mpa (K 225), Slump (12 2) cm, w/c = 0.58 (1 Pc : 2 Pp : 3 Kr)3.18Baut + Mour (Dia. 14 mm, P=15 cm)

Baut + Mour (Dia. 19 mm, P=30 cm)

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)Besi strip tebal 5 mmBahanPortland Cement (50 Kg)Zak7.4258,000430,36023.62Pasir Pasanganm30.50114,28656,9801.59Pekerjaan JalanKerikil Ayak BetonBatu GunungPasir PasanganPasir Batu (Sirtu)Timbunan (Latrik)Portland Cement (50 Kg)Paku Biasa 5 cm - 10 cmPapan Kayu Kelas IIIMinyak Bekesting (Oli Bekas)Besi Tulangan (Polos)Kawat BetonBalok Kayu Kelas IIITripleks tebal 3 mmBambu, Panjang 8 mBalok Kayu Kelas I (Kumia)Baut + Mour (Dia. 14 mm, P=15 cm)Baut + Mour (Dia. 19 mm, P=30 cm)Besi strip tebal 5 mmKerikil Ayak Betonm30.75171,429128,2042.38Jalan Lapis Pasir Batu (sirtu)=399.002.38190.51100.27478.80270.00536.3733.070.140.70418.555.980.051.2310.506.2284.84AirLiter21500Timbunan (Latrik)=225.00Tenaga KerjaPekerjaOh1.65056,94493,958Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp=125.00Tukang BatuOh0.27568,55418,852Urugan Pasir Bawah Talud, t = 5 Cm=14.25Kepala Tukang Oh0.02874,0832,0740.0MandorOh0.08300Pekerjaan Duiker 1 UnitJumlah Harga Per Satuan Pekerjaan730,428Campuran Beton, 1 Pc : 2 Pp : 3 Kr=0.98Pas. Batu Gunung, Camp. 1 Pc : 3 Pp=1.826.17Pembesian 10 Kg Dengan Besi Polos atau Besi Ulir398.62Pas. Batu Gunung, Camp. 1 Pc : 4 Pp=0.36Pas. Batu Kosong=0.28KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)Galian Tanah=1.20BahanBesi Tulangan (Polos)Kg10.50014,300150,150418.55Pembesian=271.37Kawat BetonKg0.15017,2402,5865.98Bekesting=3.50Tenaga KerjaPekerjaOh0.07056,9443,9860.0070.0Tukang BatuOh0.07068,5544,7990.007Kepala Tukang Oh0.00774,0835190.0007Jembatan Kayu (3 x 5 m) Dusun ManyiliMandorOh0.00400Campuran Beton, 1 Pc : 2 Pp : 3 Kr=2.20Jumlah Harga Per Satuan Pekerjaan10 Kg162,039Pas. Batu Gunung, Camp. 1 Pc : 3 Pp=13.261 Kg16,204Pas. Batu Gunung, Camp. 1 Pc : 4 Pp=13.24Pas. Batu Kosong=4.806.24Memasang 1 m2 bekesting untuk lantai3.50Galian Tanah=24.00Pembesian=127.25KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)Balok Kayu Kelas I (Kumia)=1.97BahanPapan Kayu Kelas IIIm30.0403,092,620123,7050.14Baut + Mour (Dia. 14 mm, P=15 cm)=24.0024.00Paku Biasa 5 cm - 10 cmKg0.40017,5007,0001.40Baut + Mour (Dia. 19 mm, P=30 cm)=15.0015.00Minyak Bekesting (Oli Bekas)Liter0.2005,0001,0000.700.0Balok Kayu Kelas IIIm30.0153,092,62046,3890.05Jembatan Kayu (3 x 5 m) Dusun SalotengaTripleks tebal 3 mmLbr0.35051,22017,9271.23Balok Kayu Kelas I (Kumia)=1.91Bambu, Panjang 8 mBtg3.00017,50052,50010.50Baut + Mour (Dia. 14 mm, P=15 cm)=24.0024.00Tenaga KerjaPekerjaOh0.66056,94437,583Baut + Mour (Dia. 19 mm, P=30 cm)=15.0015.00Tukang BatuOh0.33068,55422,6230.0Kepala Tukang Oh0.03374,0832,445Jembatan Kayu (1.5 x 6 m) Dusun SalotengaMandorOh0.03300Balok Kayu Kelas I (Kumia)=1.78Jumlah Harga Per Satuan Pekerjaan311,172Baut + Mour (Dia. 14 mm, P=15 cm)=14.0014.00Baut + Mour (Dia. 19 mm, P=30 cm)=42.0042.00PEKERJAAN PONDASI UNTUK BANGUNAN GEDUNG DAN PERUMAHAN (SNI. 2836 : 2008)2.38190.51100.27478.80270.00536.3733.070.140.70418.555.980.051.2310.506.2262.0072.0084.84

6.1Memasang 1 m3 Pondasi batu belah, Campuran 1 PC : 3 PP15.08

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)BahanBatu Gunungm31.200185,714222,85718.10Portland Cement (50 Kg)Zak4.04058,000234,32060.922.38Pasir Pasanganm30.485114,28655,4297.31190.51Tenaga KerjaPekerjaOh1.50056,94485,416100.27Tukang BatuOh0.75068,55451,416478.80Kepala Tukang Oh0.07574,0835,556270.00MandorOh0.0750.00.0536.37Jumlah Harga Per Satuan Pekerjaan654,99433.070.146.20Memasang 1 m3 Pondasi batu belah, Campuran 1 PC : 4 PP138.600.70418.55KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)5.98BahanBatu Gunungm31.200185,714222,857166.320.05Portland Cement (50 Kg)Zak3.26058,000189,080451.831.23Pasir Pasanganm30.520114,28659,42972.0710.50Tenaga KerjaPekerjaOh1.50056,94485,4166.22Tukang BatuOh0.75068,55451,41662.00Kepala Tukang Oh0.07574,0835,55672.00MandorOh0.0750.00.084.84Jumlah Harga Per Satuan Pekerjaan613,754

6.9Memasang 1 m3 batu kosong (anstamping)5.08

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)BahanBatu Gunungm31.200185,714222,8576.10Pasir Pasanganm30.432114,28649,3712.19Tenaga KerjaPekerjaOh0.78056,94444,416Tukang BatuOh0.39068,55426,736Kepala Tukang Oh0.03974,0832,8890MandorOh0.0390.00.00Jumlah Harga Per Satuan Pekerjaan346,2700

PEKERJAAN TANAH UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN (SNI. 2835 : 2008)

6.1Menggali 1 m3 tanah biasa sedalam 1 meter25.20

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)Tenaga KerjaPekerjaOh0.75056,94442,70818.90MandorOh0.0250.00.0Jumlah Harga Per Satuan Pekerjaan42,708

6.11Mengurug 1 m3 pasir urug14.25

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)BahanPasir Pasanganm31.200114,286137,14317.10Tenaga KerjaPekerjaOh0.30056,94417,083MandorOh0.0100.00.0Jumlah Harga Per Satuan Pekerjaan154,226

PEK. KAYU UNTUK KONSTRUKSI BANGUNAN GEDUNG DAN PERUMAHAN (SNI. 3434 : 2008)

6.13Memasang 1 m3 Konstruksi Kuda - kuda konvensional, Kayu kelas I, II dan III bentang 6 meter5.66

KebutuhanSatuanIndeksHarga Satuan Bahan / Upah (Rp.)Jumlah (Rp.)BahanBalok Kayu Kelas I (Kumia)m31.10004,473,5434,920,8976.22Besi strip tebal 5 mmKg15.00022,500337,50084.84Paku Biasa 5 cm - 10 cmKg5.60017,50098,00031.67Tenaga KerjaPekerjaOh4.00056,944227,777Tukang KayuOh12.00068,554822,650Kepala Tukang Oh1.20074,08388,899MandorOh0.20000Jumlah Harga Per Satuan Pekerjaan6,495,724

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HARGADAFTAR HARGA SATUAN UPAH & BAHANPROGRAM PEMBANGUNAN INFRASTRUKTUR PERDESAAN ( PPIP APBN-P )DESA PALLIMAE KEC. SABBANGPARU KAB. WAJOPROVINSI SULAWESI SELATANTAHUN 2013

NoJenis Bahan/MaterialSatuanHarga Satuan Bahan (Rp)Keterangan

AUPAH10.57129468251Pekerjaorg/hr56,944Setempat51,5005,4442Tukang Batuorg/hr68,554Setempat62,0006,5543Tukang Kayuorg/hr68,554Setempat62,0006,5544Kepala Tukang org/hr74,083Setempat67,0007,0835Mandororg/hr0.0Setempat

BBAHANTruckHarga Kabupaten1Kerikil Ayak Betonm171,429Diterima Lokasi600,000256,2001,024,800.00Kerikil Ayak Beton

2Batu Gunungm185,714Diterima Lokasi650,000288,3001,153,200.00Batu Gunung3Pasir Pasanganm114,286Diterima Lokasi400,000177,300709,200.00Pasir Pasangan4Pasir Batu (Sirtu)m128,571Diterima Lokasi450,000232,500930,000.00Pasir Batu (Sirtu)5Timbunan (Latrik)m100,000Diterima Lokasi350,0006Portland Cement (50 Kg)zak58,000Diterima Lokasi7Paku Biasa 5 cm - 10 cmkg17,500Toko8Papan Kayu Kelas IIIm3,092,620Diterima Lokasi89Minyak Bekesting (Oli Bekas)Ltr5,000Diterima Lokasi10Besi Tulangan (Polos)Kg14,300Diterima Lokasi11Kawat BetonKg17,240Diterima Lokasi12Balok Kayu Kelas IIIm3,092,620Diterima Lokasi13Tripleks tebal 3 mmLbr51,220Toko14Bambu, Panjang 8 mBtg17,500Diterima Lokasi15Balok Kayu Kelas I (Kumia)m4,473,543Diterima Lokasi16Baut + Mour (Dia. 14 mm, P=15 cm)Bh4,000Toko17Baut + Mour (Dia. 19 mm, P=30 cm)Bh10,000Toko18Besi strip tebal 5 mmKg22,500Toko

Diverifikasi Oleh:Diperiksa Oleh :Dibuat Oleh :TAMKFasilitator MasyarakatKetua OMS Pallimae

Ir. RumaedahAdyarman Samad, ST/R.Dedi Irawan Soebekti, SE. MM.Chandra

scheduleRENCANA JADWAL PELAKSANAAN DAN KURVA S

PPIP Tahun 2013:APBN-PJenis Kegiatan:Pek. Jalan Pasir Batu (Sirtu) + Bangunan Pelengkap & Jembatan KayuKabupaten:WajoKecamatan:SabbangparuMasa Kerja:56 Hari Desa:Pallimae

No.URAIAN PEKERJAANVOLUMESATUANHARGA SATUAN (Rp.)JUMLAH HARGA (Rp.)BOBOT (%)PELAKSANAAN MINGGU KESKALA (%)

12345678I.PEKERJAAN NON FISIK1.0Biaya Operasional1.00Ls.5,000,0005,000,0002.000.250.250.250.250.250.250.250.252.002.00OkII.PEKERJAAN FISIK0.000.00Oka.0.0Pekerjaan Jalan0.000.00Ok1.0Jalan Lapis Pasir Batu (sirtu)399.00m3168,52267,240,18626.905.385.385.385.385.3826.9026.90Ok2.0Timbunan (Latrik)225.00m3134,23630,203,11212.084.034.034.0312.0812.08Ok3.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp125.00m3613,75476,719,23730.695.115.115.115.115.115.1130.6930.69Ok4.0Urugan Pasir Bawah Talud, t = 5 Cm14.25m3154,2262,197,7220.880.150.150.150.150.150.150.880.88Cek0.000.00Okb.0.0Pekerjaan Duiker 1 Unit0.000.00Ok1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0.98m3730,428717,8650.290.290.290.29Ok2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp1.82m3654,9941,192,0890.480.480.480.48Ok3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0.36m3613,754220,9510.090.090.090.09Ok4.0Pas. Batu Kosong0.28m3346,27096,9560.040.040.040.04Ok5.0Galian Tanah1.20m342,70851,2500.020.020.020.02Ok6.0Pembesian271.37Kg16,2044,397,3051.761.761.761.76Ok7.0Bekesting3.50m2311,1721,089,1020.440.440.440.44Ok0.000.00Okc.0.0Pekerjaan Jembatan0.000.00Okc.1Jembatan Kayu (3 x 5 m) Dusun Manyili0.000.00Ok1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr2.20m3730,4281,606,9420.640.640.640.64Ok2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp13.26m3654,9948,685,2193.471.161.161.163.473.47Ok3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp13.24m3613,7548,124,5673.251.621.623.253.25Ok4.0Pas. Batu Kosong4.80m3346,2701,662,0980.660.660.660.66Ok5.0Galian Tanah24.00m342,7081,024,9960.410.410.410.41Ok6.0Pembesian127.25Kg16,2042,061,8810.820.820.820.82Ok7.0Balok Kayu Kelas I (Kumia)1.97m36,495,72412,770,5945.111.701.701.705.115.11Ok8.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.040.040.04Ok9.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.060.060.06Ok0.000.00Okc.2Jembatan Kayu (3 x 5 m) Dusun Salotenga0.000.00Ok1.0Balok Kayu Kelas I (Kumia)1.91m36,495,72412,396,4404.962.482.484.964.96Ok2.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.040.040.04Ok3.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.060.060.06Ok0.000.00Okc.3Jembatan Kayu (1.5 x 6 m) Dusun Salotenga0.000.00Ok1.0Balok Kayu Kelas I (Kumia)1.78m36,495,72411,573,4884.631.161.161.161.164.634.63Ok2.0Baut + Mour (Dia. 14 mm, P=15 cm)14.00Bh4,00056,0000.020.020.020.02Ok3.0Baut + Mour (Dia. 19 mm, P=30 cm)42.00Bh10,000420,0000.170.170.170.17Ok0.000.000.000.000.000.00

JUMLAH250,000,000100BOBOT RENCANA5.6313.1215.6617.1817.7812.6912.025.93BOBOT RENCANA (KOMULATIF)5.6318.7534.4151.5869.3682.0594.07100BOBOT REALISASI9.9419.4025.8109.9429.3545.22BOBOT REALISASI (KOMULATIF)9.9429.3545.220.005.6318.7534.4151.5869.3682.0594.07100DEVIASI (+/-)+4.31+10.59+10.81012345678

Verifikasi Oleh :Diperiksa Oleh :Dibuat Oleh :TAMKFasilitator MasyarakatKetua OMS PallimaeKader Desa Pallimae

Ir. RumaedahAdyarman Samad, STChandraDg. Marakka

bobotREKAPITULASI MINGGU Ke -1- ( 01 - 07 Nopember 2013)KEMAJUAN PELAKSANAAN MINGGUAN(Format 8.4)Desa:PallimaeKecamatan:SabbangparuKabupaten:WajoJenis Kegiatan: Pembuatan Jalan Perdesaan (Pekerasan Jalan Pasir Batu)Provinsi:Sulawesi SelatanMasa Kerja: 56 Hari Kalender

No.Uraian KegiatanVolumeSatuanHarga SatuanJumlah HargaBobotHasil Pekerjaan (Volume)Prosentase Kemajuan Tiap PekerjaanProsentase Kemajuan Terhadap Seluruh Pekerjaan(Rp.)(Rp.)(%)Mg LaluMg iniJumlahSisaI.PEKERJAAN NON FISIK1.0Biaya Operasional1.00Ls.5,000,0005,000,0002.000.000.130.13-0.8813%0.25%II.PEKERJAAN FISIKa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)399.00m3168,52267,240,18626.900.005050-349.0013%3.37%2.0Timbunan (Latrik)225.00m3134,23630,203,11212.080.000.000.00-225.000%0.00%3.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp125.00m3613,75476,719,23730.690.002525-100.0020%6.14%4.0Urugan Pasir Bawah Talud, t = 5 Cm14.25m3154,2262,197,7220.880.0033-11.2521%0.19%b.Pekerjaan Duiker 1 Unit1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0.98m3730,428.354717,8650.290.000.000.00-0.980%0.00%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp1.82m3654,993.8991,192,0890.480.000.000.00-1.820%0.00%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0.36m3613,753.899220,9510.090.000.000.00-0.360%0.00%4.0Pas. Batu Kosong0.28m3346,270.42796,9560.040.000.000.00-0.280%0.00%5.0Galian Tanah1.20m342,708.16351,2500.020.000.000.00-1.200%0.00%6.0Pembesian271.37Kg16,203.9474,397,3051.760.000.000.00-271.370%0.00%7.0Bekesting3.50m2311,171.9011,089,1020.440.000.000.00-3.500%0.00%c.Pekerjaan Jembatanc.1.Jembatan Kayu (3 x 5 m) Dusun Manyili1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr2.20m3730,4281,606,9420.640.000.000.00-2.200%0.00%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp13.26m3654,9948,685,2193.470.000.000.00-13.260%0.00%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp13.24m3613,7548,124,5673.250.000.000.00-13.240%0.00%4.0Pas. Batu Kosong4.80m3346,2701,662,0980.660.000.000.00-4.800%0.00%5.0Galian Tanah24.00m342,7081,024,9960.410.000.000.00-24.000%0.00%6.0Pembesian127.25Kg16,2042,061,8810.820.000.000.00-127.250%0.00%7.0Balok Kayu Kelas I (Kumia)1.97m36,495,72412,770,5945.110.000.000.00-1.970%0.00%8.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%9.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.2.Jembatan Kayu (3 x 5 m) Dusun Salotenga1.0Balok Kayu Kelas I (Kumia)1.91m36,495,72412,396,4404.960.000.000.00-1.910%0.00%2.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%3.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.3.Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.0Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.78m36,495,724.1211,573,4884.630.000.000.00-1.780%0.00%2.0Balok Kayu Kelas I (Kumia)14.00Bh4,000.0056,0000.020.000.000.00-14.000%0.00%3.0Baut + Mour (Dia. 14 mm, P=15 cm)42.00Bh10,000.00420,0000.170.000.000.00-42.000%0.00%JUMLAH250,000,000100.009.94%Prestasi Rencana5.63%Deviasi Prestasi+4.31%REKAPITULASI MINGGU Ke -2- ( 08 - 14 Nopember 2013)KEMAJUAN PELAKSANAAN MINGGUAN(Format 8.4)Desa:PallimaeKecamatan:SabbangparuKabupaten:WajoJenis Kegiatan: Pembuatan Jalan Perdesaan (Pekerasan Jalan Pasir Batu)Provinsi:Sulawesi SelatanMasa Kerja: 56 Hari Kalender

No.Uraian KegiatanVolumeSatuanHarga SatuanJumlah HargaBobotHasil Pekerjaan (Volume)Prosentase Kemajuan Tiap PekerjaanProsentase Kemajuan Terhadap Seluruh Pekerjaan(Rp.)(Rp.)(%)Mg LaluMg iniJumlahSisaI.PEKERJAAN NON FISIK1.0Biaya Operasional1.00Ls.5,000,0005,000,0002.000.130.130.25-0.7525%0.50%II.PEKERJAAN FISIKa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)399.00m3168,52267,240,18626.9050.0060110-289.0028%7.41%2.0Timbunan (Latrik)225.00m3134,23630,203,11212.080.002020-205.009%1.07%3.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp125.00m3613,75476,719,23730.6925.003560-65.0048%14.73%4.0Urugan Pasir Bawah Talud, t = 5 Cm14.25m3154,2262,197,7220.883.0047-7.2549%0.43%b.Pekerjaan Duiker 1 Unit1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0.98m3730,428.354717,8650.290.000.000.00-0.980%0.00%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp1.82m3654,993.8991,192,0890.480.000.000.00-1.820%0.00%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0.36m3613,753.899220,9510.090.000.000.00-0.360%0.00%4.0Pas. Batu Kosong0.28m3346,270.42796,9560.040.000.000.00-0.280%0.00%5.0Galian Tanah1.20m342,708.16351,2500.020.000.000.00-1.200%0.00%6.0Pembesian271.37Kg16,203.9474,397,3051.760.000.000.00-271.370%0.00%7.0Bekesting3.50m2311,171.9011,089,1020.440.000.000.00-3.500%0.00%c.Pekerjaan Jembatanc.1.Jembatan Kayu (3 x 5 m) Dusun Manyili1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr2.20m3730,4281,606,9420.640.000.000.00-2.200%0.00%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp13.26m3654,9948,685,2193.470.000.000.00-13.260%0.00%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp13.24m3613,7548,124,5673.250.000.000.00-13.240%0.00%4.0Pas. Batu Kosong4.80m3346,2701,662,0980.660.000.000.00-4.800%0.00%5.0Galian Tanah24.00m342,7081,024,9960.410.000.000.00-24.000%0.00%6.0Pembesian127.25Kg16,2042,061,8810.820.000.000.00-127.250%0.00%7.0Balok Kayu Kelas I (Kumia)1.97m36,495,72412,770,5945.110.001.001.00-0.9751%2.60%8.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%9.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.2.Jembatan Kayu (3 x 5 m) Dusun Salotenga1.0Balok Kayu Kelas I (Kumia)1.91m36,495,72412,396,4404.960.001.001.00-0.9152%2.60%2.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%3.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.3.Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.0Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.78m36,495,724.1211,573,4884.630.000.000.00-1.780%0.00%2.0Balok Kayu Kelas I (Kumia)14.00Bh4,000.0056,0000.020.000.000.00-14.000%0.00%3.0Baut + Mour (Dia. 14 mm, P=15 cm)42.00Bh10,000.00420,0000.170.000.000.00-42.000%0.00%JUMLAH250,000,000100.0029.35%Prestasi Rencana18.75%Deviasi Prestasi+10.59%REKAPITULASI MINGGU Ke -3- ( 15- 21 Nopember 2013)KEMAJUAN PELAKSANAAN MINGGUAN(Format 8.4)Desa:PallimaeKecamatan:SabbangparuKabupaten:WajoJenis Kegiatan: Pembuatan Jalan Perdesaan (Pekerasan Jalan Pasir Batu)Provinsi:Sulawesi SelatanMasa Kerja: 56 Hari Kalender

No.Uraian KegiatanVolumeSatuanHarga SatuanJumlah HargaBobotHasil Pekerjaan (Volume)Prosentase Kemajuan Tiap PekerjaanProsentase Kemajuan Terhadap Seluruh Pekerjaan(Rp.)(Rp.)(%)Mg LaluMg iniJumlahSisaI.PEKERJAAN NON FISIK1.0Biaya Operasional1.00Ls.5,000,0005,000,0002.000.250.130.38-0.6338%0.75%II.PEKERJAAN FISIKa.Pekerjaan Jalan1.0Jalan Lapis Pasir Batu (sirtu)399.00m3168,52267,240,18626.90110.0060170-229.0043%11.46%2.0Timbunan (Latrik)225.00m3134,23630,203,11212.0820.002040-185.0018%2.15%3.0Talud Pas. Batu Gunung, Camp. 1 Pc : 4 Pp125.00m3613,75476,719,23730.6960.002585-40.0068%20.87%4.0Urugan Pasir Bawah Talud, t = 5 Cm14.25m3154,2262,197,7220.887.00310-4.2570%0.62%b.Pekerjaan Duiker 1 Unit1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr0.98m3730,428.354717,8650.290.000.000.00-0.980%0.00%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp1.82m3654,993.8991,192,0890.480.000.000.00-1.820%0.00%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp0.36m3613,753.899220,9510.090.000.000.00-0.360%0.00%4.0Pas. Batu Kosong0.28m3346,270.42796,9560.040.000.000.00-0.280%0.00%5.0Galian Tanah1.20m342,708.16351,2500.020.000.000.00-1.200%0.00%6.0Pembesian271.37Kg16,203.9474,397,3051.760.000.000.00-271.370%0.00%7.0Bekesting3.50m2311,171.9011,089,1020.440.000.000.00-3.500%0.00%c.Pekerjaan Jembatanc.1.Jembatan Kayu (3 x 5 m) Dusun Manyili1.0Campuran Beton, 1 Pc : 2 Pp : 3 Kr2.20m3730,4281,606,9420.640.001.001.00-1.2045%0.29%2.0Pas. Batu Gunung, Camp. 1 Pc : 3 Pp13.26m3654,9948,685,2193.470.007.007.00-6.2653%1.83%3.0Pas. Batu Gunung, Camp. 1 Pc : 4 Pp13.24m3613,7548,124,5673.250.005.005.00-8.2438%1.23%4.0Pas. Batu Kosong4.80m3346,2701,662,0980.660.003.003.00-1.8063%0.42%5.0Galian Tanah24.00m342,7081,024,9960.410.0024.0024.000.00100%0.41%6.0Pembesian127.25Kg16,2042,061,8810.820.000.000.00-127.250%0.00%7.0Balok Kayu Kelas I (Kumia)1.97m36,495,72412,770,5945.111.000.001.00-0.9751%2.60%8.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%9.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.2.Jembatan Kayu (3 x 5 m) Dusun Salotenga1.0Balok Kayu Kelas I (Kumia)1.91m36,495,72412,396,4404.961.000.001.00-0.9152%2.60%2.0Baut + Mour (Dia. 14 mm, P=15 cm)24.00Bh4,00096,0000.040.000.000.00-24.000%0.00%3.0Baut + Mour (Dia. 19 mm, P=30 cm)15.00Bh10,000150,0000.060.000.000.00-15.000%0.00%c.3.Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.0Jembatan Kayu (1.5 x 6 m) Dusun Salotenga1.78m36,495,724.1211,573,4884.630.000.000.00-1.780%0.00%2.0Balok Kayu Kelas I (Kumia)14.00Bh4,000.0056,0000.020.000.000.00-14.000%0.00%3.0Baut + Mour (Dia. 14 mm, P=15 cm)42.00Bh10,000.00420,0000.170.000.000.00-42.000%0.00%JUMLAH250,000,000100.0045.22%Prestasi Rencana34.41%Deviasi Prestasi+10.81%

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