Kurva S (revisi)

JADWAL PELAKSANAAN

Program: Pembangunan Turap / Talud / BronjongNama Kontraktor: PT. PUTRI SALJU SATRIAKegiatan: Penurapan Jalan Diponegoro TenggarongNomor Kontrak: 1362/620/DBM-SDA/VI/2014Kabupaten: Kutai KartanegaraTanggal Kontrak: 5 Juni 2014Tahun Anggaran: 2014

Uraian Satuan PerkiraanBobotMASA PELAKSANAAN KONSTRUKSI TAHUN 2014Masa PemeliharaanKeteranganNo. MataJUNIJULIAGUSTUSSEPTEMBEROKTOBERNOVEMBERDESEMBERPembayaranKuantitas(%)06s/d1516s/d2223s/d2930s/d0607s/d1314s/d2021s/d2728s/d0304s/d1011s/d1718s/d2425s/d3101s/d0708s/d1415s/d2122s/d2829s/d0506s/d1213s/d1920s/d2627s/d0203s/d0910s/d1617s/d2324s/d3001s/d0708s/d1415s/d18M1M2M3M4M5M6M7M8M9M10M11M12M13M14M15M16M17M18M19M20M21M22M23M24M25M26M27M28abcde12345678910111213141516171819202122232425262728PEKAN BUDAYA ERAULIBUR BERSAMA HARI RAYA IDUL FITRIDIVISI 1. UMUM1.2MobilisasiLS1.001.280.0530.0620.0270.0270.0270.0270.0450.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.0530.053 1.2831.8Manajemen dan Keselamatan Lalu LintasLS1.000.190.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.00810.01620.01620.01620.01620.1941.18Relokasi Utilitas dan Pelayanan Yang AdaLS1.001.070.0890.0890.0890.0890.0890.0890.0890.0890.0890.0890.0890.0891.0671.20Dry CoringTitik3.000.120.0290.0290.0290.0290.116Pembongkaran Bangunan LamaLS1.000.120.0290.0290.0290.029900.116- 0DIVISI 2. DRAINASE- 02.1Galian untuk Selokan Drainase dan Saluran Air M346.150.0050.0050.0052.3 (1)Gorong Pipa Beton Bertulang, Diameter Dalam 30 cmM110.500.0090.0050.0050.0092.3 (6)Gorong2 Pipa Beton Tanpa Tulangan diameter dalam 20 cm sampai 30 cmM15.000.0020.0010.001800.0022.4.3Anyaman Filter Plastik (Geotekstil)M25,751.400.5420.0680.0680.0680.0680.0680.0680.0680.0680.542- 0DIVISI 3. PEKERJAAN TANAH- 03.1 (1)Galian BiasaM31,224.360.140.0710.0710.1433.2 (2)Timbunan PilihanM38,341.782.600.0170.0170.0170.0170.0170.2170.2170.2170.6170.6170.6170.017702.602- 0DIVISI 5. PERKERASAN BERBUTIR- 05.1 (2)Lapis Pondasi Agregat Kelas BM31,228.691.400.1760.1760.1760.1760.1760.1760.1760.1761.4045.3.1Perkerasan Beton SemenM31,926.7412.110.1060.1060.2110.2111.1061.1061.1061.1061.1061.1061.2111.2111.2111.21112.11560- 0DIVISI 6. PERKERASAN ASPAL- 06.1 (2)Lapis PerekatLiter2,651.230.110.0110.0110.0110.0110.0110.0110.0110.0110.0110.0110.1066.3(5a)Laston Lapis Aus (AC-WC)M210,604.933.150.1150.1150.1150.1150.1150.5150.5150.5150.5150.5153.148- 0DIVISI 7. STRUKTUR50- 07.1 (6)Beton K300 (Pile Slab, Retaining Wall, Pagar, Box Culvert, Pile Cap, Skirting Panel, Kolam)M32,222.0310.520.1850.1850.1850.1850.1850.1850.9850.9850.9850.9850.9850.9851.1691.1691.16910.5237.1 (7)Beton K250 (Saluran)M3197.990.810.1010.1010.1010.1010.1010.1010.1010.1010.8097.1 (10)Beton K125 (Lantai Kerja)M31,026.212.890.0950.0950.0950.0950.0950.1450.1450.2390.2390.2390.2450.2450.3390.3390.2452.8937.3 (1)Baja Tulangan U24 Polos (pile cap, pagar, saluran, skirting panel)Kg44,982.181.830.0520.0520.0520.0520.0520.0520.1520.1520.1520.1520.1520.1520.1520.2030.2030.0521.8297.3 (4)Baja Tulangan 39 Ulir (Pile Slab, Box Culvert, Retaining Wall, Kolam)Kg277,691.3713.280.1640.1640.1640.1640.1640.1640.6640.6640.6640.6640.6641.6641.8281.8281.8281.8284013.2757.4 (2)Baja Struktur BJ 37 (Titik leleh 240 Mpa), (Profil Canal)Kg11,136.000.680.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.0570.681SS. 7.4 (4)Baja Angkur Galvanized BJ 37 (Titik Leleh 240 Mpa)Kg3,953.950.240.0200.0200.0200.0200.0200.0200.0200.0200.0200.0200.0200.0200.2397.6 (5)bPenyediaan Tiang Pancang Beton Bertulang Pracetak ukuran 40x40M31,044.4816.670.0580.0580.0580.0580.0580.0580.0581.4581.4581.4581.4581.4581.4581.4581.4581.4581.5150.8150.81516.6667.6 (5)dPenyediaan Tiang Pancang Beton Bertulang Pracetak ukuran 20x20M3102.961.160.0160.0160.0160.0160.0160.1160.1160.2160.3160.3161.1617.6 (5)ePenyediaan Tiang Sheet Pile betonM3937.2717.140.0790.0790.0790.1790.1790.1790.1791.3791.3791.3791.3791.4791.4791.4791.4791.4791.5580.8580.8583017.1407.6 (8)bPemancangan Tiang Pancang Beton Pracetak :40 cm x 40 cmM16,528.003.660.0290.0290.0290.0290.0290.2290.2290.2290.2290.6290.6580.6580.6583.6617.6 (8)dPemancangan Tiang Pancang Beton Pracetak :20 cm x 20 cm M12,574.001.110.0930.0930.0930.0930.0930.0930.0930.0930.0930.0930.0930.0931.1147.6 (8)ePemancangan Sheet Pile BetonM17,005.003.710.0320.0320.0320.0320.0320.2320.2320.2320.2320.6320.6640.6640.6643.7107.6 (16)aPengujian Pembebanan Dinamis Jenis PDABuah3.000.170.1750.1757.9Pasangan BatuM3108.270.230.0750.0750.075200.2267.13Sandaran (Railing)M1665.001.170.1470.1470.1470.1470.1470.1470.1470.1471.174SS.7.18Pintu Besibuah1.000.030.0150.0150.029- 0DIVISI 8. PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR- 08.3.(1) Stabilisasi dengan TanamanM22,000.000.060.0300.030100.0608.3.(2) Semak / PerduM2500.000.100.0520.0520.1038.3.(3) PohonBuah30.000.010.0030.0030.0068.4.(1) Marka Jalan TermoplastikM2492.820.190.0640.0640.0640.1928.4.(10)Kerb PracetakM12,041.831.000.1250.1250.1250.1250.1250.1250.1250.1251.0008.4.(12)Perkerasan Blok Beton pada Trotoar dan MedianM21,544.430.480.1210.1210.1210.12100.484

ORIGINAL SCHEDULEProgress- 00.053-0.0620.0270.0270.0270.027-0.2350.3610.5771.2051.4571.4561.7094.4056.3207.2447.1248.1538.1528.8948.96310.12310.3928.8104.1280.070Cummulative-00.0530.0530.1150.1420.1680.1950.2220.2220.4570.8181.3952.6004.0575.5137.22211.62717.94725.19132.31540.46848.62057.51466.47776.60086.99395.80399.930100.00ACTUAL PROGRESSProgress- 0Cummulative-0Deviasi- 0

Disetujui Oleh :Diperiksa Oleh :Diajukan Oleh :

Dinas Bina Marga Dan Sumber Daya AirKonsultan Pengawas Kontraktor PelaksanaPEJABAT PEMBUAT KOMITMENPT. SURYA PRAGAPT. PUTRI SALJU SATRIA

DODIK ARIFIANTO, ST.TABAING GIUMANBAMBANG WIDYANARKONIP. 19820705 201101 1 002Team LeaderGeneral Superintendent