CCOCONTRACT CHANGE ORDER (CCO)
PAKET:REHABILITASI/PEMELIHARAAN BERKALA JALAN KOTA SENGKANG -
IMPA IMPAKONTRAKTOR:PT. Gangking RayaNO.
KONTRAK:KU.08.08/PPK.16/APBN/JLN.01/V/2014TANGGAL:14 Mei 2014NILAI
KONTRAK:Rp7,307,128,130.32 KONSULTAN SUPERVISI:CV. Aurama Karya
Konsultan NO.ITEMURAIAN PEKERJAANHARGA SATUANKONTRAK AWALCONTRACT
CHANGE ORDER-01PEKERJAN TAMBAHPEKERJAN KURANGKETVolumeJumlah Harga
Rp.Bobot %VolumeJumlah Harga Rp.Bobot %VolumeJumlah Harga
Rp.VolumeJumlah Harga Rp.DIV.I
UMUM1.2MobilisasiLS83,800,000.001.0083,800,000.001.261.0083,800,000.001.260.00.00.00.0
1.8.1Manajemen dan Keeselamatan lalu
lintasLS5,500,000.001.005,500,000.000.081.005,500,000.000.081.17Pengamanan
Lingkungan
HidupLS4,500,000.001.004,500,000.000.071.004,500,000.000.070.000.01.21Manajemen
MutuLS7,000,000.001.007,000,000.000.111.007,000,000.000.110.00.000.0SUB
TOTAL DIV.I100,800,000.001.52100,800,000.001.520.00.0 DIV.II
DRAINASE2.1.1Galian untuk Selokan Drainase dan Saluran
AirM352,674.9561.013,213,698.700.0561.013,213,698.700.050.00.0M341,663.3450.242,093,166.200.0350.242,093,166.202.2.1Pasangan
Batu dengan
MortarM3645,726.6095.8061,860,608.280.9353.9234,817,578.270.52
41.8827,043,030.01SUB TOTAL DIV.II
65,074,306.980.9840,124,443.170.602,093,166.2027,043,030.01DIV.III
PEKERJAAN TANAH3.1.(7)Galian Perkerasan Beraspal tanpa Cold Milling
MachineM3265,192.3628.727,616,324.580.1128.727,616,324.580.110.00.0M3168,087.39595.45100,087,613.011.51595.45100,087,613.013.2.(1)Timbunan
BiasaM379,488.740.00.0112.698,957,576.770.13112.698,957,576.770.03.3.1Penyiapan
Badan
JalanM23,177.54853.852,713,142.530.046,960.6822,117,826.140.336,106.8319,404,683.610.0SUB
TOTAL
DIV.III10,329,467.110.16138,779,340.502.09128,449,873.400.0DIV.IV
PELEBARAN PERKERASAN DAN BAHU JALAN 4.2.(2b)Lapis Pondasi Agregat
Kelas
SM3314,441.310.00.040.5012,734,873.060.1940.5012,734,873.060.0SUB
TOTAL DIV.IV0.00.012,734,873.060.1912,734,873.060.0DIV.V PERKERASAN
BERBUTIR5.1.1.Lapis Pondasi Agregat Kelas
AM3476,525.69525.00250,175,987.253.77525.00250,175,987.253.770.0M3404,485.10914.40369,861,175.445.57914.40369,861,175.44SUB
TOTAL DIV.V250,175,987.253.77250,175,987.253.770.00.0DIV.VI
PERKERASAN ASPAL6.1.(1a)Lapis Resap Pengikat - Aspal
CairLiter12,057.652,625.0031,651,331.250.488,261.9399,619,399.981.505,636.9367,968,068.730.06.1.(2a)Lapis
Perekat - Aspal
CairLiter11,417.869,774.45111,603,301.681.684,970.8556,756,473.980.854,803.6054,846,827.70
6.3.(5a)Laston Lapis Aus (AC-WC) (gradasi
halus/kasar)Ton616,760.30714.24440,514,876.676.63549.63338,992,313.555.100.0164.61101,522,563.136.3.(5c)Laston
Lapis Aus Perata (AC-WC(L)) (gradasi
halus/kasar)Ton605,907.021,767.621,071,013,366.6916.121,738.461,053,346,014.7315.860.029.1617,667,351.966.3.(6c)Laston
Lapis Antara Perata (AC-BC (L)) (gradasi
halus/kasar)Ton471,601.60923.22435,392,029.156.55923.22435,392,029.156.550.0Ton451,572.23248.71112,310,653.511.69248.71112,310,653.510.06.3.(8a)Aspal
KerasTon11,800,000.00217.482,566,264,000.0038.63202.912,394,382,991.0436.0414.57171,881,008.966.3.(9)Bahan
Anti
PengelupasanKg70,000.00652.4345,670,100.000.69608.7442,611,900.690.6443.693,058,199.316.3.(10b)Bahan
Pengisi (Filler) Tambahan
SemenKg1,500.0034,394.7051,592,050.000.7832,565.0348,847,545.160.740.01,829.672,744,504.84SUB
TOTAL
DIV.VI4,753,701,055.4471.564,582,259,321.7868.98180,278,722.23351,720,455.90DIV.VII
PEKERJAAN STUKTUR7.1.7aBeton Mutu Sedang fc' = 20
MpaM31,443,190.75759.501,096,103,374.6316.5089.84129,657,446.621.95669.66966,445,928.007.3.1Baja
Tulangan U24
PolosKg14,639.63500.007,319,815.000.111,080.0215,811,163.460.24580.028,491,348.467.9.(1)Pasangan
BatuM3609,759.58138.6984,567,556.151.27124.7376,054,321.551.140.013.968,513,234.60SUB
TOTAL
DIV.VII1,187,990,745.7817.88221,522,931.643.338,491,348.46974,959,162.60DIV.VIII
PENGEMBALIAN KONDISI DAN PEKERJAAN MINOR8.1.(1)Lapis Pondasi
Agregat kelas A Untuk Pekerjaan
MinorM3700,585.0940.0028,023,403.600.4230.9721,699,922.580.330.09.036,323,481.028.1.(2)Lapis
Pondasi Agregat kelas B Untuk Pekerjaan
MinorM3343,023.1733.9911,659,913.250.1833.9911,659,913.258.1.(5)Campuran
Aspal Panas Untuk Pekerjaan
MinorM32,999,069.8922.0065,979,537.580.9922.0065,979,537.580.990.0M32,899,939.22112.81327,141,850.514.92112.81327,141,850.518.4.(1)
Marka Jalan
TermoplastikM2130,453.181,180.47153,996,065.392.321,180.47153,996,065.392.320.00.0M2130,453.181,187.34154,892,278.742.331,187.34154,892,278.74SUB
TOTAL
DIV.VIII247,999,006.573.73580,477,289.318.74338,801,763.766,323,481.02DIV.X
PEKERJAAN PEMELIHARAAN RUTIN10.1.(3)Pemeliharaan Rutin Selokan,
Saluran Air, Galian dan
TimbunanLS26,773,185.711.0026,773,185.710.401.0026,773,185.710.40SUB
TOTAL DIV.X26,773,185.710.4026,773,185.710.400.00.0TOTAL DIV.I S/D
X6,642,843,754.84100.005,953,647,372.4289.62670,849,747.111,360,046,129.53
PPN 10 %664,284,375.48595,364,737.2467,084,974.71136,004,612.95 T O
T A
L7,307,128,130.326,549,012,109.66737,934,721.821,496,050,742.48D
PEMBULATAN 758,116,020.66689,196,382.42
Panitia Peneliti Pelaksanaan Kontrak :Disetujui Oleh :Diperiksa
Oleh :Dibuat Oleh :1. Thomas Aspa, ST.Ketua 1Pejabat Pembuat
Komitmen 16 Konsultan SupervisiKontraktor
PelaksanaPompanua-Ulugalung-Sengkang-TarumpakkaeCV. Aurama Karya
KonsultanPT. Gangking Raya2. Hartawan T, ST.Sekretaris2..Impa
Impa-Anabanua-Bts. Luwu Selatan
3. Dibya Tenrilangi, ST, MT.Anggota 3...
4. Muhammad Aqsha Q, ST.Anggota4..Ir. H. Syahrir Hud, M.Si.Ir.
SeperdingAshabur, SE.5. Ishak Rahim, ST, MT.Anggota 5.Nip 19651211
199703 1 003Site EngineerDirektur
