LAP. APRIL - Kpe.xlsx

1-7

LAPORAN MINGGUAN

KONTRAK INDUK DAN KONTRAK ANAK

Nama Paket: PEKERJAAN PEMBANGUNAN JALAN BTS. KOTA TAPAK TUAN - BAKONGANTANGGAL: 7-14No. Paket: WIL. II. 12 - 1BULAN: APRILKontraktor: PT. NUGRAHA ADI TARUNATAHUN: 2013Konsultan: PT. ANUGERAH KRIDAPRADANAHalaman : 1

No. Mata PembayaranUraianSATUANKONTRAK INDUK ADD.1KONTRAK ANAK.1KONTRAK ANAK.2S/D MINGGU LALUMINGGU INIS/D MINGGU INIKWANTITASHARGA SATUANJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2 DIVISI 1. UMUM1.2Mobilisasi dan DemobilisasiLs1.00645,307,000.00645,307,000.000.710.70451,714,900.002.480.700.00.500.00.700.500.4991.8Manajemen dan Keselamatan Lalu LintasLs1.00110,000,000.00110,000,000.000.120.2527,500,000.000.150.5055,000,000.000.120.250.250.030.060.00.250.250.030.060.060.0301.8.(1)Jalan Alih Sementara (Detour)Ls1.00750,000,000.00750,000,000.000.830.75562,500,000.001.240.00.560.00.920.00.560.00.920.920.01.18.(1)Relokasi Utilitas dan Pelayanan Telkom yang AdaLs1.0010,000,000.0010,000,000.000.011.0010,000,000.000.051.000.00.010.01.000.00.010.00.0111.18.(2)Relokasi Utilitas dan Pelayanan PLN yang AdaBh19.002,000,000.0038,000,000.000.0419.0038,000,000.000.2119.000.00.040.019.000.00.040.00.0421.20.1Pengeboran Termasuk SPT dan LaporanM1150.00250,000.0037,500,000.000.04150.0037,500,000.000.21150.000.00.040.0150.000.00.040.00.041

Sub Total1,590,807,000.001.76564,714,900.003.11617,500,000.001.360.6240.9850.00.6240.9850.62 DIVISI 2. DRAINASE2.1Galian untuk Selokan Drainase dan Saluran AirM31,549.8146,885.3872,663,430.780.081,162.3654,497,690.300.120.0704.030.00.070.0704.030.00.070.02.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M3145.00240,504.6434,873,172.800.04145.0034,873,172.800.19142.000.00.040.0142.600.00.040.00.042.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M330.17210,150.156,340,230.030.0130.176,340,230.030.010.04.530.00.000.04.530.00.000.000.02.4(2)Anyaman Filter PlastikM2353.8574,325.1726,299,961.400.03301.6022,416,471.270.1252.053,868,625.100.01301.8133.750.020.010.0301.8133.750.020.010.010.022.4(3)Pipa Berlubang Banyak (Perforated Pipe dia-4'') Untuk Pek. Drainase Bawah PermukaanM1519.0076,324.1939,612,254.610.04400.0030,529,676.000.1774.005,647,990.060.01400.0053.000.030.010.0400.0053.000.030.010.010.03

Sub Total179,789,049.620.2087,819,320.070.4870,354,535.480.150.0960.0890.00.0960.0890.10 DIVISI 3. PEKERJAAN TANAH3.1.1Galian BiasaM37,820.7055,032.94430,396,113.860.481,976.61108,778,659.530.603,842.77211,478,930.840.473,388.452,117.540.2060.26265.00265.000.020.0323,653.452,382.540.2220.290.290.223.1.2Galian Batu (Menggunakan Excavator Breaker)M32,009.48213,350.92428,724,406.720.472,503.60534,145,363.312.941,256.70268,118,101.160.591,341.08541.600.3160.2545.0045.000.010.0211,386.08586.600.3270.280.280.333.1.3Galian Struktur dengan kedalaman 0 - 2 meterM33,809.69136,785.97521,112,142.050.58701.7795,992,290.170.531,693.54231,652,511.630.511,641.160.00.2480.00.00.01,641.160.00.2480.00.00.253.2.1Timbunan BiasaM35,090.0088,243.00449,156,870.000.504,479.99395,327,757.570.870.04,479.990.00.870.00.00.04,479.990.00.870.870.03.2.2Timbunan PilihanM33,969.02202,461.47803,573,623.660.894,229.38856,286,491.994.711,549.29313,671,530.860.691,838.430.00.4110.00.00.01,838.430.00.4110.00.00.413.3Penyiapan Badan JalanM28,145.503,009.7824,516,162.990.036,202.5018,668,160.450.100.00.00.00.00.00.00.00.00.0

Sub Total2,657,479,319.282.941,613,870,965.458.881,420,248,832.073.121.1821.3800.030.051.2081.4341.21Divisi 4. PELEBARAN PERKERASAN DAN BAHU JALAN4.2.1Lapis Pondasi Agregat Kelas AM3630.00398,744.65251,209,129.500.284.2.2Lapis Pondasi Agregat Kelas BM3840.00340,128.13285,707,629.200.32

Sub Total536,916,758.700.590.00.00.0Divisi 5 : PERKERASAN ASPAL5.1.1Lapis Pondasi Agregat Kelas AM3444.00464,973.00206,448,012.000.235.1.2Lapis Pondasi Agregat Kelas BM3592.00398,130.00235,692,960.000.26

Sub Total442,140,972.000.490.00.00.0Divisi 6 : PERKERASAN ASPAL6.1 (1)(a) Lapis Resap Pengikat - Aspal CairLiter6,216.4010,938.5467,998,340.060.086.1 (2)(a) Lapis Resap Pengikat - Aspal EmulsiLiter18,748.0011,236.83210,668,088.840.236.3 (5a) Laston Lapis Aus (AC-WC) (gradasi halus/kasar)Ton3,539.44375,533.971,329,179,954.781.476.3 (6a) Laston Lapis Antara (AC-BC) (gradasi halus/kasar)Ton1,974.01374,202.77738,680,010.010.826.3 (6c)Laston Lapis Antara Perata (AC-BC L) ( gradasi halus / kasar )Ton1,204.00430,444.35518,254,997.400.576.3.8AspalTon324.3410,835,000.003,514,223,900.003.886.3.8AspalTon93.248,396,193.00782,861,035.320.876.3.9Additif anti PengelupasanKg973.0282,500.0080,274,150.000.096.3.9Additif anti PengelupasanKg154.0940,000.006,163,600.000.016.3.10Bahan Pengisi (Filler) TambahanKg121,309.441,100.00133,440,384.000.15

Sub Total7,381,744,460.408.160.00.00.0 DIVISI 7 : STRUKTUR7.1.5.aBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 1M33,271.911,403,936.434,593,553,644.685.082,708.493,802,547,781.298.370.00.00.00.00.00.00.00.00.07.1.5.b1Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2aM30.00.00.00.00.07.1.5.b2Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2bM30.00.00.00.00.07.1.5.cBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 3M31,086.681,625,311.431,766,193,424.751.95903.171,467,932,524.233.230.00.00.00.00.00.00.00.00.07.1.5.dBeton mutu sedang, fc30 MPa atau K-350 Precast pd. Kolom 60 x 60 cmM30.00.00.00.00.07.1.5.eBeton mutu sedang, fc30 MPa atau K-350 Precast pada FootingM30.00.00.00.00.07.1.5.fBeton mutu sedang, fc30 MPa atau K-350 Cast In SituM32,476.151,475,663.773,653,964,844.094.042,089.223,082,986,261.566.78331.10202.980.5400.6625.0025.000.040.081356.10227.980.5810.740.740.5817.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)M37,894.831,143,773.409,029,896,551.529.98925.621,058,699,534.515.823,528.924,036,284,826.738.882,533.89288.573.2030.730.00.02,533.89288.573.2030.730.733.2037.1 (10)Beton mutu rendah dengan fc= 10 MPa (K-125)M31,318.56857,905.201,131,199,480.511.25124.05106,423,140.060.59750.31643,694,850.611.42160.13160.130.1520.304.004.000.0040.008164.13164.130.1560.310.310.156SK.7.2.4.1Stressed Bar 30mmKg0.00.00.00.00.00.07.2.(4)Baja Prategang Kg97,739.5194,486.929,235,105,262.2110.2172,979.826,895,638,413.9515.170.00.00.00.00.00.00.00.00.00.00.00.07.3 (1)Baja Tulangan BJ 24 PolosKg196,252.7610,616.362,083,489,951.152.302,275.7124,159,756.620.13149,368.891,585,753,909.043.4996,773.9944,920.391.1351.050.00.096,773.9944,920.391.1351.051.051.1357.3 (4)Baja Tulangan BJ 39 UlirKg1,424,191.6111,315.2116,115,027,147.3917.81124,804.261,412,186,410.797.77846,447.069,577,726,237.7821.07327,855.62120,499.294.0993.006,250.006,250.000.0780.156334,105.62126,749.294.1783.163.164.1787.4 (1)aBaja Struktur BJ 37 (Titik Leleh 240 MPa), penyediaan dan pemasangan.Kg-0.00.00.00.00.00.07.6 (1)Pondasi Cerucuk, Pengadaan dan Pemancangan (Kayu)M'2,100.0079,477.60166,902,960.000.182,100.00166,902,960.000.370.02,072.000.00.360.00.00.02,072.000.00.360.360.07.6 (1).aPondasi Cerucuk, Pengadaan dan Pemancangan (Pipa Baja Dia 15 cm)M'3,066.90209,960.95643,929,237.560.711,533.45321,964,618.780.710.0321.200.00.150.00.00.0321.200.00.150.150.07.9Pasangan BatuM14,875.71520,242.592,536,551,998.492.80767.90399,494,284.862.203,898.962,028,405,048.714.46767.903,649.460.4414.180.00.0767.903,649.460.4414.184.17690.4417.13.Sandaran (Railing)M12,100.00199,833.33419,649,993.000.460.00.00.00.00.00.07.15 (2)Pembongkaran BetonM3239.12237,560.6956,805,512.190.06179.3442,604,134.140.090.00.00.00.00.00.00.00.00.00.0SK.7.2.10.a1Pekerjaan Rockbolt pada Lining Protection - Dia 16Titik146.0028,550,000.004,168,300,000.004.61146.004,168,300,000.0022.9380.002,284,000,000.005.0288.000.02.780.00.00.088.000.02.7760.00.02.776SK.7.2.10.a2Pekerjaan Rockbolt pada Lining Protection - Dia 20Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.300.073.000.02.3030.02.303SK.7.2.10.a3Pekerjaan Rockbolt pada Lining Protection - Dia 32Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.300.073.000.02.3030.02.303SK.7.2.10.a4Pekerjaan Rockbolt pada Lining Protection - Dia 40Titik73.0028,950,000.002,113,350,000.002.3473.002,113,350,000.0011.6270.002.240.070.000.02.2390.02.239SK.7.2.10.b1Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 1Titik273.0028,500,000.007,780,500,000.008.6017.00484,500,000.002.66216.006,156,000,000.0013.5417.0017.000.541.070.00.017.0017.000.5351.071.070.535SK.7.2.10.b2Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 2Titik58.0028,500,000.001,653,000,000.001.8344.001,254,000,000.002.760.00.00.00.00.00.00.00.00.00.0SK.7.2.11Pengujian Proving Test, termasuk LaporanTitik12.00165,000,000.001,980,000,000.002.1912.001,980,000,000.0010.8912.002.1912.000.02.1882.1880.0 Sub Total73,295,720,007.5480.9915,915,413,126.8487.5343,346,441,566.8395.3621.91611.4900.120.2422.03811.73422.04 DIVISI 8 : PENGEMBALIAN KONDISI PEKERJAAN MINOR8.3.(1) Stabilisasi dengan TanamanM24,500.0028,979.50130,407,750.000.148.4 (1)Marka Jalan ThermoplasticM23,420.00137,980.81471,894,370.200.528.4 (7)Rel PengamanM12,917.00829,081.772,418,431,523.092.678.4 (9) Mata Kucing Buah700.00201,610.38141,127,266.000.162829.041.048.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 WattBuah61.0012,130,195.56739,941,929.160.820.1490.74328.743 Sub Total3,901,802,838.454.310.00.00.025-22.565 DIVISI 10 : PEKERJAAN PEMELIHARAAN RUTIN3-1022.182S.K 10.1 (1) Layanan Pemeliharaan Rutin Perkerasan Jalan Ls1.00221,602,558.61221,602,558.610.241522.832S.K 10.1 (2) Layanan Pemeliharaan Bahu JalanLs1.006,691,384.966,691,384.960.01S.K 10.1 (3) Layanan Pemeliharaan Drainase dan Lereng Galian/TimbunanLs1.00153,299,663.93153,299,663.930.17(0.99)S.K 10.1 (4) Layanan Pemeliharaan Perlengkapan JalanLs1.0043,447,016.7743,447,016.770.05(0.0548)S.K 10.1 (5) Layanan Pemeliharaan Rutin Bangunan Perlengkap JalanLs1.0083,375,829.6683,375,829.660.090.0 Sub Total508,416,453.930.560.00.00.0 TOTAL90,494,816,859.92100.0018,181,818,312.36100.0045,454,544,934.38100.0023.81813.9440.1490.29823.96714.24123.96714.24195.8581.6090.0Diketahui OlehDiperiksa Oleh,Dibuat Oleh :Koordinator Pengawas LapanganKonsultan PengawasanKontraktor Pelaksana0.000.0PT. Anugerah KridapradanaPT. Nugraha Adi Taruna

1.682959074Khuzaifa,STAmigo Simanjuntak,STMuhammad Ridha, STNIP. 19721020 200212 1 004Chief InspectorKoordinator Teknik

0.50228893221.9908859937rencanareal25 maretinduk29.21523.3825.833

anak20.47411.185

25-31 maretinduk30.61624.783

anak20.47411.185

15-Aprinduk

anak21.95514.921

8-14

LAPORAN MINGGUAN



No. Mata PembayaranUraianSATUANKONTRAK INDUK ADD.1KONTRAK ANAK.1KONTRAK ANAK.2S/D MINGGU LALUMINGGU INIS/D MINGGU INIKWANTITASHARGA SATUANJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2 DIVISI 1. UMUM1.2Mobilisasi dan DemobilisasiLs1.00645,307,000.00645,307,000.000.710.70451,714,900.002.480.700.00.500.00.700.00.500.4991.8Manajemen dan Keselamatan Lalu LintasLs1.00110,000,000.00110,000,000.000.120.2527,500,000.000.150.5055,000,000.000.120.250.250.030.060.00.250.250.030.060.060.0301.8.(1)Jalan Alih Sementara (Detour)Ls1.00750,000,000.00750,000,000.000.830.75562,500,000.001.240.00.560.00.920.200.200.170.00000.200.760.171.250.920.1661.18.(1)Relokasi Utilitas dan Pelayanan Telkom yang AdaLs1.0010,000,000.0010,000,000.000.011.0010,000,000.000.051.000.00.010.01.000.00.010.00.0111.18.(2)Relokasi Utilitas dan Pelayanan PLN yang AdaBh19.002,000,000.0038,000,000.000.0419.0038,000,000.000.2119.000.00.040.019.000.00.040.00.0421.20.1Pengeboran Termasuk SPT dan LaporanM1150.00250,000.0037,500,000.000.04150.0037,500,000.000.21150.000.00.040.0150.000.00.040.00.041

Sub Total1,590,807,000.001.76564,714,900.003.11617,500,000.001.360.6240.9850.170.7901.3150.79 DIVISI 2. DRAINASE2.1Galian untuk Selokan Drainase dan Saluran AirM31,549.8146,885.3872,663,430.780.081,162.3654,497,690.300.120.0704.030.00.0775.5075.500.0040.000275.50779.530.000.080.002.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M3145.00240,504.6434,873,172.800.04145.0034,873,172.800.19142.600.00.040.0142.600.00.040.00.042.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M330.17210,150.156,340,230.030.0130.176,340,230.030.010.04.530.00.000.04.530.00.000.000.02.4(2)Anyaman Filter PlastikM2353.8574,325.1726,299,961.400.03301.6022,416,471.270.1252.053,868,625.100.01301.8133.750.020.010.0301.8133.750.020.010.010.022.4(3)Pipa Berlubang Banyak (Perforated Pipe dia-4'') Untuk Pek. Drainase Bawah PermukaanM1519.0076,324.1939,612,254.610.04400.0030,529,676.000.1774.005,647,990.060.01400.0053.000.030.010.0400.0053.000.030.010.010.03

Sub Total179,789,049.620.2087,819,320.070.4870,354,535.480.150.0960.0890.000.1000.0970.10 DIVISI 3. PEKERJAAN TANAH3.1.1Galian BiasaM37,820.7055,032.94430,396,113.860.481,976.61108,778,659.530.603,842.77211,478,930.840.473,653.452,382.540.2220.29112.00112.000.010.0143,765.452,494.540.2290.300.300.233.1.2Galian Batu (Menggunakan Excavator Breaker)M32,009.48213,350.92428,724,406.720.472,503.60534,145,363.312.941,256.70268,118,101.160.591,386.08586.600.3270.2860.0060.000.010.0281,446.08646.600.3410.300.300.343.1.3Galian Struktur dengan kedalaman 0 - 2 meterM33,809.69136,785.97521,112,142.050.58701.7795,992,290.170.531,693.54231,652,511.630.511,641.160.00.2480.00.00.01,641.160.00.2480.00.00.253.2.1Timbunan BiasaM35,090.0088,243.00449,156,870.000.504,479.99395,327,757.570.870.04,479.990.00.870.00.00.04,479.990.00.870.870.03.2.2Timbunan PilihanM33,969.02202,461.47803,573,623.660.894,229.38856,286,491.994.711,549.29313,671,530.860.691,838.430.00.4110.00.00.01,838.430.00.4110.00.00.413.3Penyiapan Badan JalanM28,145.503,009.7824,516,162.990.036,202.5018,668,160.450.100.00.00.00.00.00.00.00.00.0




Sub Total7,381,744,460.408.160.00.00.0 DIVISI 7 : STRUKTUR7.1.5.aBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 1M33,271.911,403,936.434,593,553,644.685.082,708.493,802,547,781.298.370.00.00.00.00.00.00.00.07.1.5.b1Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2aM30.00.07.1.5.b2Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2bM30.00.07.1.5.cBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 3M31,086.681,625,311.431,766,193,424.751.95903.171,467,932,524.233.230.00.00.00.00.00.00.00.07.1.5.dBeton mutu sedang, fc30 MPa atau K-350 Precast pd. Kolom 60 x 60 cmM30.00.07.1.5.eBeton mutu sedang, fc30 MPa atau K-350 Precast pada FootingM30.00.07.1.5.fBeton mutu sedang, fc30 MPa atau K-350 Cast In SituM32,476.151,475,663.773,653,964,844.094.042,089.223,082,986,261.566.78356.10227.980.5810.740.00.0356.10227.980.5810.740.740.5817.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)M37,894.831,143,773.409,029,896,551.529.98925.621,058,699,534.515.823,528.924,036,284,826.738.882,533.89288.573.2030.7330.0030.000.0380.0752,563.89318.573.2410.800.803.2417.1 (10)Beton mutu rendah dengan fc= 10 MPa (K-125)M31,318.56857,905.201,131,199,480.511.25124.05106,423,140.060.59750.31643,694,850.611.42164.13164.130.1560.317.507.500.0070.014171.63171.630.1630.320.320.163SK.7.2.4.1Stressed Bar 30mmKg0.00.00.00.07.2.(4)Baja Prategang Kg97,739.5194,486.929,235,105,262.2110.2172,979.826,895,638,413.9515.170.00.00.00.00.00.00.00.00.00.00.00.07.3 (1)Baja Tulangan BJ 24 PolosKg196,252.7610,616.362,083,489,951.152.302,275.7124,159,756.620.13149,368.891,585,753,909.043.4996,773.9944,920.391.1351.051,200.001,200.000.010.02897,973.9946,120.391.1491.081.081.1497.3 (4)Baja Tulangan BJ 39 UlirKg1,424,191.6111,315.2116,115,027,147.3917.81124,804.261,412,186,410.797.77846,447.069,577,726,237.7821.07334,105.62126,749.294.1783.160.00.0334,105.62126,749.294.1783.163.164.1787.4 (1)aBaja Struktur BJ 37 (Titik Leleh 240 MPa), penyediaan dan pemasangan.Kg-0.00.00.00.00.07.6 (1)Pondasi Cerucuk, Pengadaan dan Pemancangan (Kayu)M'2,100.0079,477.60166,902,960.000.182,100.00166,902,960.000.370.02,072.000.00.360.00.00.02,072.000.00.360.360.07.6 (1).aPondasi Cerucuk, Pengadaan dan Pemancangan (Pipa Baja Dia 15 cm)M'3,066.90209,960.95643,929,237.560.711,533.45321,964,618.780.710.0321.200.00.150.00.00.0321.200.00.150.150.07.9Pasangan BatuM14,875.71520,242.592,536,551,998.492.80767.90399,494,284.862.203,898.962,028,405,048.714.46767.903,649.460.4414.180.00.0767.903,649.460.4414.184.17690.4417.13.Sandaran (Railing)M12,100.00199,833.33419,649,993.000.460.00.00.07.15 (2)Pembongkaran BetonM3239.12237,560.6956,805,512.190.06179.3442,604,134.140.090.00.00.00.00.00.00.00.0SK.7.2.10.a1Pekerjaan Rockbolt pada Lining Protection - Dia 16Titik146.0028,550,000.004,168,300,000.004.61146.004,168,300,000.0022.9380.002,284,000,000.005.0288.002.7760.00.00.088.002.7760.00.02.776SK.7.2.10.a2Pekerjaan Rockbolt pada Lining Protection - Dia 20Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.3030.073.002.3030.02.303SK.7.2.10.a3Pekerjaan Rockbolt pada Lining Protection - Dia 32Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.3030.073.002.3030.02.303SK.7.2.10.a4Pekerjaan Rockbolt pada Lining Protection - Dia 40Titik73.0028,950,000.002,113,350,000.002.3473.002,113,350,000.0011.6270.002.2390.070.002.2390.02.239SK.7.2.10.b1Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 1Titik273.0028,500,000.007,780,500,000.008.6017.00484,500,000.002.66216.006,156,000,000.0013.5417.0017.000.5351.070.00.017.0017.000.5351.071.070.535SK.7.2.10.b2Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 2Titik58.0028,500,000.001,653,000,000.001.8344.001,254,000,000.002.760.00.00.00.00.00.00.00.00.0SK.7.2.11Pengujian Proving Test, termasuk LaporanTitik12.00165,000,000.001,980,000,000.002.1912.001,980,000,000.0010.8912.002.18812.002.1882.1880.0 Sub Total73,295,720,007.5480.9915,915,413,126.8487.5343,346,441,566.8395.3622.03811.7340.060.1222.09711.85222.10 DIVISI 8 : PENGEMBALIAN KONDISI PEKERJAAN MINOR8.3.(1) Stabilisasi dengan TanamanM24,500.0028,979.50130,407,750.000.148.4 (1)Marka Jalan ThermoplasticM23,420.00137,980.81471,894,370.200.528.4 (7)Rel PengamanM12,917.00829,081.772,418,431,523.092.678.4 (9) Mata Kucing Buah700.00201,610.38141,127,266.000.162829.041.048.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 WattBuah61.0012,130,195.56739,941,929.160.820.1490.74328.743 Sub Total3,901,802,838.454.310.00.00.025-22.565 DIVISI 10 : PEKERJAAN PEMELIHARAAN RUTIN3-1022.124S.K 10.1 (1) Layanan Pemeliharaan Rutin Perkerasan Jalan Ls1.00221,602,558.61221,602,558.610.241522.832S.K 10.1 (2) Layanan Pemeliharaan Bahu JalanLs1.006,691,384.966,691,384.960.01S.K 10.1 (3) Layanan Pemeliharaan Drainase dan Lereng Galian/TimbunanLs1.00153,299,663.93153,299,663.930.17(1.14)S.K 10.1 (4) Layanan Pemeliharaan Perlengkapan JalanLs1.0043,447,016.7743,447,016.770.05(0.0631)S.K 10.1 (5) Layanan Pemeliharaan Rutin Bangunan Perlengkap JalanLs1.0083,375,829.6683,375,829.660.09(0.338) Sub Total508,416,453.930.560.00.00.0 TOTAL90,494,816,859.92100.0018,181,818,312.36100.0045,454,544,934.38100.0023.96714.2410.2500.15924.21714.73824.21714.40095.8581.450(0.338)Diketahui OlehDiperiksa Oleh,Dibuat Oleh :Koordinator Pengawas LapanganKonsultan PengawasanKontraktor Pelaksana0.0(0.338)PT. Anugerah KridapradanaPT. Nugraha Adi Taruna

1.6431301862Khuzaifa,STAmigo Simanjuntak,STMuhammad Ridha, STNIP. 19721020 200212 1 004Chief InspectorKoordinator Teknik

0.50228893221.9908859937rencanareal25 maretinduk29.21523.3825.833

anak20.47411.185

25-31 maretinduk30.61624.783

anak20.47411.185

15-Aprinduk

anak21.95514.921

15 april

LAPORAN MINGGUAN


Nama Paket: PEKERJAAN PEMBANGUNAN JALAN BTS. KOTA TAPAK TUAN - BAKONGANTANGGAL: 15No. Paket: WIL. II. 12 - 1BULAN: APRILKontraktor: PT. NUGRAHA ADI TARUNATAHUN: 2013Konsultan: PT. ANUGERAH KRIDAPRADANAHalaman : 1

No. Mata PembayaranUraianSATUANKONTRAK INDUK ADD.1KONTRAK ANAK.1KONTRAK ANAK.2S/D MINGGU LALUMINGGU INIS/D MINGGU INIKWANTITASHARGA SATUANJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2 DIVISI 1. UMUM1.2Mobilisasi dan DemobilisasiLs1.00645,307,000.00645,307,000.000.710.70451,714,900.002.480.700.500.00.00.700.00.500.4991.8Manajemen dan Keselamatan Lalu LintasLs1.00110,000,000.00110,000,000.000.120.2527,500,000.000.150.5055,000,000.000.120.250.250.030.060.00.00.250.250.030.060.060.0301.8.(1)Jalan Alih Sementara (Detour)Ls1.00750,000,000.00750,000,000.000.830.75562,500,000.001.240.200.760.171.250.200.170.400.760.331.251.250.3321.18.(1)Relokasi Utilitas dan Pelayanan Telkom yang AdaLs1.0010,000,000.0010,000,000.000.011.0010,000,000.000.051.000.010.00.01.000.00.010.00.0111.18.(2)Relokasi Utilitas dan Pelayanan PLN yang AdaBh19.002,000,000.0038,000,000.000.0419.0038,000,000.000.2119.000.040.00.019.000.00.040.00.0421.20.1Pengeboran Termasuk SPT dan LaporanM1150.00250,000.0037,500,000.000.04150.0037,500,000.000.21150.000.040.00.0150.000.00.040.00.041

Sub Total1,590,807,000.001.76564,714,900.003.11617,500,000.001.360.7901.3150.170.9561.3150.96 DIVISI 2. DRAINASE2.1Galian untuk Selokan Drainase dan Saluran AirM31,549.8146,885.3872,663,430.780.081,162.3654,497,690.300.1275.50779.530.000.0875.50779.530.000.080.002.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M3145.00240,504.6434,873,172.800.04145.0034,873,172.800.19142.600.040.00.0142.600.00.040.00.042.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M330.17210,150.156,340,230.030.0130.176,340,230.030.010.04.530.00.000.04.530.00.000.000.02.4(2)Anyaman Filter PlastikM2353.8574,325.1726,299,961.400.03301.6022,416,471.270.1252.053,868,625.100.01301.8133.750.020.010.00.0301.8133.750.020.010.010.022.4(3)Pipa Berlubang Banyak (Perforated Pipe dia-4'') Untuk Pek. Drainase Bawah PermukaanM1519.0076,324.1939,612,254.610.04400.0030,529,676.000.1774.005,647,990.060.01400.0053.000.030.010.00.0400.0053.000.030.010.010.03

Sub Total179,789,049.620.2087,819,320.070.4870,354,535.480.150.1000.0970.00.1000.0970.10 DIVISI 3. PEKERJAAN TANAH3.1.1Galian BiasaM37,820.7055,032.94430,396,113.860.481,976.61108,778,659.530.603,842.77211,478,930.840.473,765.452,494.540.2290.30125.00125.500.010.0153,890.452,620.040.2370.320.320.243.1.2Galian Batu (Menggunakan Excavator Breaker)M32,009.48213,350.92428,724,406.720.472,503.60534,145,363.312.941,256.70268,118,101.160.591,446.08646.600.3410.3067.0067.000.020.0311,513.08713.600.3570.330.330.363.1.3Galian Struktur dengan kedalaman 0 - 2 meterM33,809.69136,785.97521,112,142.050.58701.7795,992,290.170.531,693.54231,652,511.630.511,641.160.2480.0125.00125.000.0190.0381,766.16125.000.2670.040.040.273.2.1Timbunan BiasaM35,090.0088,243.00449,156,870.000.504,479.99395,327,757.570.870.04,479.990.00.87248.70248.700.020.048248.704,728.690.0240.920.920.023.2.2Timbunan PilihanM33,969.02202,461.47803,573,623.660.894,229.38856,286,491.994.711,549.29313,671,530.860.691,838.430.4110.0148.50148.500.030.0661,986.93148.500.4450.070.070.443.3Penyiapan Badan JalanM28,145.503,009.7824,516,162.990.036,202.5018,668,160.450.100.00.00.00.00.00.00.00.00.0




Sub Total7,381,744,460.408.160.00.00.0 DIVISI 7 : STRUKTUR7.1.5.aBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 1M33,271.911,403,936.434,593,553,644.685.082,708.493,802,547,781.298.370.00.00.00.00.00.00.00.00.07.1.5.b1Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2aM30.07.1.5.b2Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2bM30.07.1.5.cBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 3M31,086.681,625,311.431,766,193,424.751.95903.171,467,932,524.233.230.00.025.3225.320.050.0025.3225.320.0450.090.057.1.5.dBeton mutu sedang, fc30 MPa atau K-350 Precast pd. Kolom 60 x 60 cmM30.07.1.5.eBeton mutu sedang, fc30 MPa atau K-350 Precast pada FootingM30.07.1.5.fBeton mutu sedang, fc30 MPa atau K-350 Cast In SituM32,476.151,475,663.773,653,964,844.094.042,089.223,082,986,261.566.78356.10227.980.5810.74175.00175.000.290.568531.10402.980.8661.311.310.8667.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)M37,894.831,143,773.409,029,896,551.529.98925.621,058,699,534.515.823,528.924,036,284,826.738.882,563.89318.573.2410.80200.00200.000.2530.5032,763.89518.573.4931.301.303.4937.1 (10)Beton mutu rendah dengan fc= 10 MPa (K-125)M31,318.56857,905.201,131,199,480.511.25124.05106,423,140.060.59750.31643,694,850.611.42171.63171.630.1630.3228.5028.500.0270.054200.13200.130.1900.380.380.190SK.7.2.4.1Stressed Bar 30mmKg0.00.00.00.07.2.(4)Baja Prategang Kg97,739.5194,486.929,235,105,262.2110.2172,979.826,895,638,413.9515.170.00.00.00.03,335.913,335.910.3480.6933,335.913,335.910.3480.690.690.3487.3 (1)Baja Tulangan BJ 24 PolosKg196,252.7610,616.362,083,489,951.152.302,275.7124,159,756.620.13149,368.891,585,753,909.043.4997,973.9946,120.391.1491.08765.00765.000.010.01898,738.9946,885.391.1581.101.101.1587.3 (4)Baja Tulangan BJ 39 UlirKg1,424,191.6111,315.2116,115,027,147.3917.81124,804.261,412,186,410.797.77846,447.069,577,726,237.7821.07334,105.62126,749.294.1783.166,602.972,200.000.0830.055340,708.59128,949.294.2603.213.214.2607.4 (1)aBaja Struktur BJ 37 (Titik Leleh 240 MPa), penyediaan dan pemasangan.Kg-0.00.00.00.07.6 (1)Pondasi Cerucuk, Pengadaan dan Pemancangan (Kayu)M'2,100.0079,477.60166,902,960.000.182,100.00166,902,960.000.370.02,072.000.00.36300.0000.030.0300.002,072.000.0260.360.360.0267.6 (1).aPondasi Cerucuk, Pengadaan dan Pemancangan (Pipa Baja Dia 15 cm)M'3,066.90209,960.95643,929,237.560.711,533.45321,964,618.780.710.0321.200.00.15450.0000.100.0450.00321.200.1040.150.150.1047.9Pasangan BatuM14,875.71520,242.592,536,551,998.492.80767.90399,494,284.862.203,898.962,028,405,048.714.46767.903,649.460.4414.18118.99118.990.070.136886.893,768.450.5104.314.31310.5107.13.Sandaran (Railing)M12,100.00199,833.33419,649,993.000.460.00.00.07.15 (2)Pembongkaran BetonM3239.12237,560.6956,805,512.190.06179.3442,604,134.140.090.00.00.00.00.00.00.0SK.7.2.10.a1Pekerjaan Rockbolt pada Lining Protection - Dia 16Titik146.0028,550,000.004,168,300,000.004.61146.004,168,300,000.0022.9380.002,284,000,000.005.0288.002.7760.00.00.00.088.000.02.7760.00.02.776SK.7.2.10.a2Pekerjaan Rockbolt pada Lining Protection - Dia 20Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.3030.00.073.000.02.3030.02.303SK.7.2.10.a3Pekerjaan Rockbolt pada Lining Protection - Dia 32Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.002.3030.00.073.000.02.3030.02.303SK.7.2.10.a4Pekerjaan Rockbolt pada Lining Protection - Dia 40Titik73.0028,950,000.002,113,350,000.002.3473.002,113,350,000.0011.6270.002.2390.00.070.000.02.2390.02.239SK.7.2.10.b1Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 1Titik273.0028,500,000.007,780,500,000.008.6017.00484,500,000.002.66216.006,156,000,000.0013.5417.000.5350.02.000.060.019.000.00.5980.00.00.598SK.7.2.10.b2Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 2Titik58.0028,500,000.001,653,000,000.001.8344.001,254,000,000.002.760.00.00.00.00.00.00.00.00.00.00.0SK.7.2.11Pengujian Proving Test, termasuk LaporanTitik12.00165,000,000.001,980,000,000.002.1912.001,980,000,000.0010.8912.002.18812.000.02.1882.1880.0 Sub Total73,295,720,007.5480.9915,915,413,126.8487.5343,346,441,566.8395.3622.09710.7861.312.0323.41012.90423.41 DIVISI 8 : PENGEMBALIAN KONDISI PEKERJAAN MINOR8.3.(1) Stabilisasi dengan TanamanM24,500.0028,979.50130,407,750.000.148.4 (1)Marka Jalan ThermoplasticM23,420.00137,980.81471,894,370.200.528.4 (7)Rel PengamanM12,917.00829,081.772,418,431,523.092.678.4 (9) Mata Kucing Buah700.00201,610.38141,127,266.000.162829.041.048.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 WattBuah61.0012,130,195.56739,941,929.160.820.1490.74328.743 Sub Total3,901,802,838.454.310.00.00.025-22.565 DIVISI 10 : PEKERJAAN PEMELIHARAAN RUTIN3-1022.026S.K 10.1 (1) Layanan Pemeliharaan Rutin Perkerasan Jalan Ls1.00221,602,558.61221,602,558.610.241522.832S.K 10.1 (2) Layanan Pemeliharaan Bahu JalanLs1.006,691,384.966,691,384.960.01S.K 10.1 (3) Layanan Pemeliharaan Drainase dan Lereng Galian/TimbunanLs1.00153,299,663.93153,299,663.930.17(1.38)S.K 10.1 (4) Layanan Pemeliharaan Perlengkapan JalanLs1.0043,447,016.7743,447,016.770.05(0.0769)S.K 10.1 (5) Layanan Pemeliharaan Rutin Bangunan Perlengkap JalanLs1.0083,375,829.6683,375,829.660.09(0.090) Sub Total508,416,453.930.560.00.00.0 TOTAL90,494,816,859.92100.0018,181,818,312.36100.0045,454,544,934.38100.0024.21713.6721.5782.22625.79515.98925.79515.89995.8579.951(0.090)Diketahui OlehDibuat Oleh :Koordinator Pengawas LapanganKonsultan PengawasanKontraktor Pelaksana0.0(0.090)PT. Anugerah KridapradanaPT. Nugraha Adi Taruna

1.6132963253Khuzaifa,STAmigo Simanjuntak,STMuhammad Ridha, STNIP. 19721020 200212 1 004Chief InspectorKoordinator Teknik25.79515.9890.50228893221.9908859937

25

LAPORAN MINGGUAN


Nama Paket: PEKERJAAN PEMBANGUNAN JALAN BTS. KOTA TAPAK TUAN - BAKONGANTANGGAL: 25No. Paket: WIL. II. 12 - 1BULAN: APRILKontraktor: PT. NUGRAHA ADI TARUNATAHUN: 2013Konsultan: PT. ANUGERAH KRIDAPRADANAHalaman : 1

No. Mata PembayaranUraianSATUANKONTRAK INDUK ADD.1KONTRAK ANAK.1KONTRAK ANAK.2S/D MINGGU LALUMINGGU INIS/D MINGGU INIKWANTITASHARGA SATUANJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2 DIVISI 1. UMUM1.2Mobilisasi dan DemobilisasiLs1.00645,307,000.00645,307,000.000.710.70451,714,900.002.480.700.00.500.00.00.700.00.500.4991.8Manajemen dan Keselamatan Lalu LintasLs1.00110,000,000.00110,000,000.000.120.2527,500,000.000.150.5055,000,000.000.120.250.250.030.060.00.00.250.250.030.060.060.0301.8.(1)Jalan Alih Sementara (Detour)Ls1.00750,000,000.00750,000,000.000.830.75562,500,000.001.240.400.760.331.250.400.760.331.251.250.3321.18.(1)Relokasi Utilitas dan Pelayanan Telkom yang AdaLs1.0010,000,000.0010,000,000.000.011.0010,000,000.000.051.000.00.010.00.01.000.00.010.00.0111.18.(2)Relokasi Utilitas dan Pelayanan PLN yang AdaBh19.002,000,000.0038,000,000.000.0419.0038,000,000.000.2119.000.00.040.00.019.000.00.040.00.0421.20.1Pengeboran Termasuk SPT dan LaporanM1150.00250,000.0037,500,000.000.04150.0037,500,000.000.21150.000.00.040.00.0150.000.00.040.00.041

Sub Total1,590,807,000.001.76564,714,900.003.11617,500,000.001.360.9561.3150.00.9561.3150.96 DIVISI 2. DRAINASE2.1Galian untuk Selokan Drainase dan Saluran AirM31,549.8146,885.3872,663,430.780.081,162.3654,497,690.300.1275.50779.530.000.08127.00127.000.010.013202.50906.530.010.090.012.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M3145.00240,504.6434,873,172.800.04145.0034,873,172.800.19142.600.00.040.00.0142.600.00.040.00.042.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M330.17210,150.156,340,230.030.0130.176,340,230.030.010.04.530.00.000.04.530.00.000.000.02.4(2)Anyaman Filter PlastikM2353.8574,325.1726,299,961.400.03301.6022,416,471.270.1252.053,868,625.100.01301.8133.750.020.010.00.0301.8133.750.020.010.010.022.4(3)Pipa Berlubang Banyak (Perforated Pipe dia-4'') Untuk Pek. Drainase Bawah PermukaanM1519.0076,324.1939,612,254.610.04400.0030,529,676.000.1774.005,647,990.060.01400.0053.000.030.010.00.0400.0053.000.030.010.010.03

Sub Total179,789,049.620.2087,819,320.070.4870,354,535.480.150.1000.0970.010.1070.1100.11 DIVISI 3. PEKERJAAN TANAH3.1.1Galian BiasaM37,820.7055,032.94430,396,113.860.481,976.61108,778,659.530.603,842.77211,478,930.840.473,890.452,620.040.2370.32245.00245.000.010.0304,135.452,865.040.2510.350.350.253.1.2Galian Batu (Menggunakan Excavator Breaker)M32,009.48213,350.92428,724,406.720.472,503.60534,145,363.312.941,256.70268,118,101.160.591,513.08713.600.3570.33150.00150.000.040.0701,663.08863.600.3920.410.410.393.1.3Galian Struktur dengan kedalaman 0 - 2 meterM33,809.69136,785.97521,112,142.050.58701.7795,992,290.170.531,693.54231,652,511.630.511,766.16125.000.2670.04345.00345.000.0520.1042,111.16470.000.3190.140.140.323.2.1Timbunan BiasaM35,090.0088,243.00449,156,870.000.504,479.99395,327,757.570.87248.704,728.690.0240.920.00.0248.704,728.690.0240.920.920.023.2.2Timbunan PilihanM33,969.02202,461.47803,573,623.660.894,229.38856,286,491.994.711,549.29313,671,530.860.691,986.93148.500.4450.07124.00124.000.030.0552,110.93272.500.4720.120.120.473.3Penyiapan Badan JalanM28,145.503,009.7824,516,162.990.036,202.5018,668,160.450.100.00.00.00.00.00.00.00.00.0




Sub Total7,381,744,460.408.160.00.00.0 DIVISI 7 : STRUKTUR7.1.5.aBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 1M33,271.911,403,936.434,593,553,644.685.082,708.493,802,547,781.298.370.00.00.00.00.00.00.00.00.00.00.07.1.5.b1Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2aM30.00.07.1.5.b2Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2bM30.00.07.1.5.cBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 3M31,086.681,625,311.431,766,193,424.751.95903.171,467,932,524.233.2325.3225.320.0450.0983.9983.990.150.00109.31109.310.1960.390.207.1.5.dBeton mutu sedang, fc30 MPa atau K-350 Precast pd. Kolom 60 x 60 cmM30.00.07.1.5.eBeton mutu sedang, fc30 MPa atau K-350 Precast pada FootingM30.00.07.1.5.fBeton mutu sedang, fc30 MPa atau K-350 Cast In SituM32,476.151,475,663.773,653,964,844.094.042,089.223,082,986,261.566.78531.10402.980.8661.3168.0068.000.110.221599.10470.980.9771.531.530.9777.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)M37,894.831,143,773.409,029,896,551.529.98925.621,058,699,534.515.823,528.924,036,284,826.738.882,763.89518.573.4931.3045.0045.000.0570.1132,808.89563.573.5501.421.423.5507.1 (10)Beton mutu rendah dengan fc= 10 MPa (K-125)M31,318.56857,905.201,131,199,480.511.25124.05106,423,140.060.59750.31643,694,850.611.42200.13200.130.1900.388.008.000.0080.015208.13208.130.1970.390.390.197SK.7.2.4.1Stressed Bar 30mmKg0.00.00.00.07.2.(4)Baja Prategang Kg97,739.5194,486.929,235,105,262.2110.2172,979.826,895,638,413.9515.173,335.913,335.910.3480.6911,065.4211,065.421.1552.30014,401.3314,401.331.5042.992.991.5047.3 (1)Baja Tulangan BJ 24 PolosKg196,252.7610,616.362,083,489,951.152.302,275.7124,159,756.620.13149,368.891,585,753,909.043.4998,738.9946,885.391.1581.102,200.002,200.000.030.051100,938.9949,085.391.1841.151.151.1847.3 (4)Baja Tulangan BJ 39 UlirKg1,424,191.6111,315.2116,115,027,147.3917.81124,804.261,412,186,410.797.77846,447.069,577,726,237.7821.07340,708.59128,949.294.2603.2166,884.7166,884.710.8361.665407,593.30195,834.005.0964.874.875.0967.4 (1)aBaja Struktur BJ 37 (Titik Leleh 240 MPa), penyediaan dan pemasangan.Kg-0.00.00.00.00.07.6 (1)Pondasi Cerucuk, Pengadaan dan Pemancangan (Kayu)M'2,100.0079,477.60166,902,960.000.182,100.00166,902,960.000.37300.002,072.000.0260.360.00.0300.002,072.000.0260.360.360.0267.6 (1).aPondasi Cerucuk, Pengadaan dan Pemancangan (Pipa Baja Dia 15 cm)M'3,066.90209,960.95643,929,237.560.711,533.45321,964,618.780.71450.00321.200.1040.15300.000300.0000.070.00750.00621.200.1740.290.150.1747.9Pasangan BatuM14,875.71520,242.592,536,551,998.492.80767.90399,494,284.862.203,898.962,028,405,048.714.46886.893,768.450.5104.310.00.0886.893,768.450.5104.314.31310.5107.13.Sandaran (Railing)M12,100.00199,833.33419,649,993.000.460.00.00.00.07.15 (2)Pembongkaran BetonM3239.12237,560.6956,805,512.190.06179.3442,604,134.140.090.00.00.00.00.00.00.00.0SK.7.2.10.a1Pekerjaan Rockbolt pada Lining Protection - Dia 16Titik146.0028,550,000.004,168,300,000.004.61146.004,168,300,000.0022.9380.002,284,000,000.005.0288.000.02.7760.00.00.088.000.02.7760.00.02.776SK.7.2.10.a2Pekerjaan Rockbolt pada Lining Protection - Dia 20Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.000.02.3030.073.000.02.3030.02.303SK.7.2.10.a3Pekerjaan Rockbolt pada Lining Protection - Dia 32Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.000.02.3030.073.000.02.3030.02.303SK.7.2.10.a4Pekerjaan Rockbolt pada Lining Protection - Dia 40Titik73.0028,950,000.002,113,350,000.002.3473.002,113,350,000.0011.6270.000.02.2390.070.000.02.2390.02.239SK.7.2.10.b1Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 1Titik273.0028,500,000.007,780,500,000.008.6017.00484,500,000.002.66216.006,156,000,000.0013.5419.000.00.5980.00.00.019.000.00.5980.00.00.598SK.7.2.10.b2Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 2Titik58.0028,500,000.001,653,000,000.001.8344.001,254,000,000.002.760.00.00.00.00.00.00.00.00.00.00.0SK.7.2.11Pengujian Proving Test, termasuk LaporanTitik12.00165,000,000.001,980,000,000.002.1912.001,980,000,000.0010.8912.000.02.18812.000.02.1882.1880.0 Sub Total73,295,720,007.5480.9915,915,413,126.8487.5343,346,441,566.8395.3623.41012.9042.414.3725.82317.70825.82 DIVISI 8 : PENGEMBALIAN KONDISI PEKERJAAN MINOR8.3.(1) Stabilisasi dengan TanamanM24,500.0028,979.50130,407,750.000.148.4 (1)Marka Jalan ThermoplasticM23,420.00137,980.81471,894,370.200.528.4 (7)Rel PengamanM12,917.00829,081.772,418,431,523.092.678.4 (9) Mata Kucing Buah700.00201,610.38141,127,266.000.162829.041.048.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 WattBuah61.0012,130,195.56739,941,929.160.820.1490.74328.743 Sub Total3,901,802,838.454.310.00.00.025-22.565 DIVISI 10 : PEKERJAAN PEMELIHARAAN RUTIN3-1021.413S.K 10.1 (1) Layanan Pemeliharaan Rutin Perkerasan Jalan Ls1.00221,602,558.61221,602,558.610.241522.832S.K 10.1 (2) Layanan Pemeliharaan Bahu JalanLs1.006,691,384.966,691,384.960.01S.K 10.1 (3) Layanan Pemeliharaan Drainase dan Lereng Galian/TimbunanLs1.00153,299,663.93153,299,663.930.17(2.96)S.K 10.1 (4) Layanan Pemeliharaan Perlengkapan JalanLs1.0043,447,016.7743,447,016.770.05(0.1646)S.K 10.1 (5) Layanan Pemeliharaan Rutin Bangunan Perlengkap JalanLs1.0083,375,829.6683,375,829.660.09(0.451) Sub Total508,416,453.930.560.00.00.0 TOTAL90,494,816,859.92100.0018,181,818,312.36100.0045,454,544,934.38100.0025.79515.9892.5504.62628.34521.06628.34520.61595.8575.235(0.451)Diketahui OlehDibuat Oleh :Koordinator Pengawas LapanganKonsultan PengawasanKontraktor Pelaksana0.0(0.451)PT. Anugerah KridapradanaPT. Nugraha Adi Taruna

1.3455482616Khuzaifa,STAmigo Simanjuntak,STMuhammad Ridha, STNIP. 19721020 200212 1 004Chief InspectorKoordinator Teknik0.50228893221.9908859937

bulan

LAPORAN MINGGUAN



No. Mata PembayaranUraianSATUANKONTRAK INDUK ADD.1KONTRAK ANAK.1KONTRAK ANAK.2S/D MINGGU LALUMINGGU INIS/D MINGGU INIKWANTITASHARGA SATUANJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASJUMLAH HARGABOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)KWANTITASBOBOT(%)IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2IndukAnak.2 DIVISI 1. UMUM1.2Mobilisasi dan DemobilisasiLs1.00645,307,000.00645,307,000.000.710.70451,714,900.002.480.700.00.500.00.00.700.00.500.4991.8Manajemen dan Keselamatan Lalu LintasLs1.00110,000,000.00110,000,000.000.120.2527,500,000.000.150.5055,000,000.000.120.250.250.030.060.00.00.250.250.030.060.060.0301.8.(1)Jalan Alih Sementara (Detour)Ls1.00750,000,000.00750,000,000.000.830.75562,500,000.001.240.400.760.331.250.100.100.500.860.411.421.250.3321.18.(1)Relokasi Utilitas dan Pelayanan Telkom yang AdaLs1.0010,000,000.0010,000,000.000.011.0010,000,000.000.051.000.00.010.00.01.000.00.010.00.0111.18.(2)Relokasi Utilitas dan Pelayanan PLN yang AdaBh19.002,000,000.0038,000,000.000.0419.0038,000,000.000.2119.000.00.040.00.019.000.00.040.00.0421.20.1Pengeboran Termasuk SPT dan LaporanM1150.00250,000.0037,500,000.000.04150.0037,500,000.000.21150.000.00.040.00.0150.000.00.040.00.041

Sub Total1,590,807,000.001.76564,714,900.003.11617,500,000.001.360.9561.3150.01.0381.4800.96 DIVISI 2. DRAINASE2.1Galian untuk Selokan Drainase dan Saluran AirM31,549.8146,885.3872,663,430.780.081,162.3654,497,690.300.12202.50906.530.010.09202.50906.530.010.090.012.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M3145.00240,504.6434,873,172.800.04145.0034,873,172.800.19142.600.00.040.00.0142.600.00.040.00.042.4(1)Bahan Porous untuk Bahan Penyaring (Filter)M330.17210,150.156,340,230.030.0130.176,340,230.030.010.04.530.00.000.04.530.00.000.000.02.4(2)Anyaman Filter PlastikM2353.8574,325.1726,299,961.400.03301.6022,416,471.270.1252.053,868,625.100.01301.8133.750.020.010.00.0301.8133.750.020.010.010.022.4(3)Pipa Berlubang Banyak (Perforated Pipe dia-4'') Untuk Pek. Drainase Bawah PermukaanM1519.0076,324.1939,612,254.610.04400.0030,529,676.000.1774.005,647,990.060.01400.0053.000.030.010.00.0400.0053.000.030.010.010.03

Sub Total179,789,049.620.2087,819,320.070.4870,354,535.480.150.1070.1100.00.1070.1100.11 DIVISI 3. PEKERJAAN TANAH3.1.1Galian BiasaM37,820.7055,032.94430,396,113.860.481,976.61108,778,659.530.603,842.77211,478,930.840.474,135.452,865.040.2510.350.00.04,135.452,865.040.2510.350.350.253.1.2Galian Batu (Menggunakan Excavator Breaker)M32,009.48213,350.92428,724,406.720.472,503.60534,145,363.312.941,256.70268,118,101.160.591,663.08863.600.3920.410.00.01,663.08863.600.3920.410.410.393.1.3Galian Struktur dengan kedalaman 0 - 2 meterM33,809.69136,785.97521,112,142.050.58701.7795,992,290.170.531,693.54231,652,511.630.512,111.16470.000.3190.140.00.02,111.16470.000.3190.140.140.323.2.1Timbunan BiasaM35,090.0088,243.00449,156,870.000.504,479.99395,327,757.570.87248.704,728.690.0240.920.00.0248.704,728.690.0240.920.920.023.2.2Timbunan PilihanM33,969.02202,461.47803,573,623.660.894,229.38856,286,491.994.711,549.29313,671,530.860.692,110.93272.500.4720.120.00.02,110.93272.500.4720.120.120.473.3Penyiapan Badan JalanM28,145.503,009.7824,516,162.990.036,202.5018,668,160.450.100.00.00.00.00.00.00.00.00.0




Sub Total7,381,744,460.408.160.00.00.0 DIVISI 7 : STRUKTUR7.1.5.aBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 1M33,271.911,403,936.434,593,553,644.685.082,708.493,802,547,781.298.370.00.00.00.02.002.000.000.002.002.000.0030.010.007.1.5.b1Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2aM30.00.07.1.5.b2Beton mutu sedang, fc30 MPa atau K-350 Precast Slab 2bM30.00.07.1.5.cBeton mutu sedang, fc30 MPa atau K-350 Precast Slab 3M31,086.681,625,311.431,766,193,424.751.95903.171,467,932,524.233.23109.31109.310.1960.390.00.0109.31109.310.1960.390.207.1.5.dBeton mutu sedang, fc30 MPa atau K-350 Precast pd. Kolom 60 x 60 cmM30.00.07.1.5.eBeton mutu sedang, fc30 MPa atau K-350 Precast pada FootingM30.00.07.1.5.fBeton mutu sedang, fc30 MPa atau K-350 Cast In SituM32,476.151,475,663.773,653,964,844.094.042,089.223,082,986,261.566.78599.10470.980.9771.530.00.0599.10470.980.9771.531.530.9777.1 (7)Beton mutu sedang dengan fc= 20 MPa (K-250)M37,894.831,143,773.409,029,896,551.529.98925.621,058,699,534.515.823,528.924,036,284,826.738.882,808.89563.573.5501.420.00.02,808.89563.573.5501.421.423.5507.1 (10)Beton mutu rendah dengan fc= 10 MPa (K-125)M31,318.56857,905.201,131,199,480.511.25124.05106,423,140.060.59750.31643,694,850.611.42208.13208.130.1970.390.00.0208.13208.130.1970.390.390.197SK.7.2.4.1Stressed Bar 30mmKg0.00.00.00.07.2.(4)Baja Prategang Kg97,739.5194,486.929,235,105,262.2110.2172,979.826,895,638,413.9515.1714,401.3314,401.331.5042.99263.50263.500.0280.05514,664.8314,664.831.5313.053.051.5317.3 (1)Baja Tulangan BJ 24 PolosKg196,252.7610,616.362,083,489,951.152.302,275.7124,159,756.620.13149,368.891,585,753,909.043.49100,938.9949,085.391.1841.150.00.0100,938.9949,085.391.1841.151.151.1847.3 (4)Baja Tulangan BJ 39 UlirKg1,424,191.6111,315.2116,115,027,147.3917.81124,804.261,412,186,410.797.77846,447.069,577,726,237.7821.07407,593.30195,834.005.0964.871,207.681,207.680.0150.030408,800.98197,041.685.1124.914.915.1127.4 (1)aBaja Struktur BJ 37 (Titik Leleh 240 MPa), penyediaan dan pemasangan.Kg-0.00.00.00.00.07.6 (1)Pondasi Cerucuk, Pengadaan dan Pemancangan (Kayu)M'2,100.0079,477.60166,902,960.000.182,100.00166,902,960.000.37300.002,072.000.0260.360.00.0300.002,072.000.0260.360.360.0267.6 (1).aPondasi Cerucuk, Pengadaan dan Pemancangan (Pipa Baja Dia 15 cm)M'3,066.90209,960.95643,929,237.560.711,533.45321,964,618.780.71750.00621.200.1740.290.00.0750.00621.200.1740.290.290.1747.9Pasangan BatuM14,875.71520,242.592,536,551,998.492.80767.90399,494,284.862.203,898.962,028,405,048.714.46886.893,768.450.5104.310.00.0886.893,768.450.5104.314.31310.5107.13.Sandaran (Railing)M12,100.00199,833.33419,649,993.000.460.00.00.00.07.15 (2)Pembongkaran BetonM3239.12237,560.6956,805,512.190.06179.3442,604,134.140.090.00.00.00.00.00.00.00.0SK.7.2.10.a1Pekerjaan Rockbolt pada Lining Protection - Dia 16Titik146.0028,550,000.004,168,300,000.004.61146.004,168,300,000.0022.9380.002,284,000,000.005.0288.000.02.7760.00.00.088.000.02.7760.00.02.776SK.7.2.10.a2Pekerjaan Rockbolt pada Lining Protection - Dia 20Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.000.02.3030.073.000.02.3030.02.303SK.7.2.10.a3Pekerjaan Rockbolt pada Lining Protection - Dia 32Titik73.0028,550,000.002,084,150,000.002.3073.002,084,150,000.0011.4673.000.02.3030.073.000.02.3030.02.303SK.7.2.10.a4Pekerjaan Rockbolt pada Lining Protection - Dia 40Titik73.0028,950,000.002,113,350,000.002.3473.002,113,350,000.0011.6270.000.02.2390.070.000.02.2390.02.239SK.7.2.10.b1Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 1Titik273.0028,500,000.007,780,500,000.008.6017.00484,500,000.002.66216.006,156,000,000.0013.5419.000.00.5980.00.00.019.000.00.5980.00.00.598SK.7.2.10.b2Pekerjaan Groound Anchored Pada Balok Beton Cantilever - Portal 2Titik58.0028,500,000.001,653,000,000.001.8344.001,254,000,000.002.760.00.00.00.02.002.000.060.132.002.000.0630.130.06SK.7.2.11Pengujian Proving Test, termasuk LaporanTitik12.00165,000,000.001,980,000,000.002.1912.001,980,000,000.0010.8912.000.02.18812.000.02.1882.1880.0 Sub Total73,295,720,007.5480.9915,915,413,126.8487.5343,346,441,566.8395.3625.82317.7080.110.2125.93217.92525.93 DIVISI 8 : PENGEMBALIAN KONDISI PEKERJAAN MINOR8.3.(1) Stabilisasi dengan TanamanM24,500.0028,979.50130,407,750.000.148.4 (1)Marka Jalan ThermoplasticM23,420.00137,980.81471,894,370.200.528.4 (7)Rel PengamanM12,917.00829,081.772,418,431,523.092.678.4 (9) Mata Kucing Buah700.00201,610.38141,127,266.000.162829.041.048.7 (1)Unit Lampu Penerangan Jalan Lengan Tunggal, Tipe Sodium 250 WattBuah61.0012,130,195.56739,941,929.160.820.1490.74328.743 Sub Total3,901,802,838.454.310.00.00.025-22.565 DIVISI 10 : PEKERJAAN PEMELIHARAAN RUTIN3-1020.421S.K 10.1 (1) Layanan Pemeliharaan Rutin Perkerasan Jalan Ls1.00221,602,558.61221,602,558.610.241522.832S.K 10.1 (2) Layanan Pemeliharaan Bahu JalanLs1.006,691,384.966,691,384.960.01S.K 10.1 (3) Layanan Pemeliharaan Drainase dan Lereng Galian/TimbunanLs1.00153,299,663.93153,299,663.930.17(5.51)S.K 10.1 (4) Layanan Pemeliharaan Perlengkapan JalanLs1.0043,447,016.7743,447,016.770.05(0.3063)S.K 10.1 (5) Layanan Pemeliharaan Rutin Bangunan Perlengkap JalanLs1.0083,375,829.6683,375,829.660.09(0.171) Sub Total508,416,453.930.560.00.00.0 TOTAL90,494,816,859.92100.0018,181,818,312.36100.0045,454,544,934.38100.0028.34521.0660.1090.21028.53721.44728.45421.27695.8574.574(0.171)Diketahui OlehDibuat Oleh :Koordinator Pengawas LapanganKonsultan PengawasanKontraktor Pelaksana0.08(0.171)PT. Anugerah KridapradanaPT. Nugraha Adi Taruna

1.3305518151Khuzaifa,STAmigo Simanjuntak,STMuhammad Ridha, STNIP. 19721020 200212 1 004Chief InspectorKoordinator Teknik0.50228893221.578241.9908859937

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