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JADWAL PELAKSANAAN PEKERJAAN SATKER : PJN. WILAYAH III SULAWESI TENGAH NAMA PAKET : PENGGANTIAN JEMBATAN WILAYAH III SIL-TENG NO. KONTRAK : KU.02-09-20/KONT-JBK/PPK-13/2015 TGL. KONTRAK : 22 - Mei - 2015 RUAS JALAN : BETELEME - TOMPIRA, KOLONODALE TOMPIRA,TOMPRA-BUNGKU PROPINSI : SULAWESI TENGAH KONTRAKTOR : PT. SUMAINDOTIM KONSULTAN : PT. GLOBAL PROFEX SYNERGY JENIS KEGIATAN SATUAN KUANTITAS HARGA SATUAN (Rp) JUMLAH HARGA (Rp) BOBOT (%) TAHUN 2015 MEI JUNI JULI AGUSTUS SEPTEMBER OKTOBER NOVEMBER DESEMBER Mig.1 Mig.2 Mig.3 Mig.4 Mig.5 Mig.6 Mig.7 Mig.8 Mig.9 Mig.10 Mig.11 Mig.12 Mig.13 Mig.14 Mig.15 Mig.16 Mig.17 Mig.18 Mig19 Mig.20 Mig.21 Mig.22 Mig.23 Mig.24 Mig.25 Mig.26 Mig.27 25-May 1-Jun 8-Jun 15-Jun 26-Jun 1-Jul 13-Jul 20-Jul 26-Jul 1-Aug 10-Aug 17-Aug 26-Aug 3-Sep 12-Sep 19-Sep 26-Sep 1-Oct 10-Oct 17-Oct 26-Oct 1-Nov 10-Nov 17-Nov 26-Nov 3-Dec 12-Dec 31-May 7-Jun 14-Jun 25-Jun 30-Jun 12-Jul 19-Jul 25-Jul 31-Jul 9-Aug 16-Aug 25-Aug 2-Sep 11-Sep 18-Sep 25-Sep 30-Sep 9-Oct 16-Oct 25-Oct 31-Oct 9-Nov 16-Nov 25-Nov 2-Dec 11-Dec 18-Dec .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari .Hari DIVISI 1. UMUM .Hari 1.2 Mobilisasi Ls 1.00 202,230,000.00 202,230,000.00 0.717 0.002 0.002 0.055 0.031 0.036 0.128 0.180 0.223 0.030 1.8(1) Manajemen dan Keselamatan Lalu lintas Ls 1.00 64,500,000.00 64,500,000.00 0.229 0.004 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.013 - 1.18(2) Jembatan Sementara Ls 3.00 20,000,000.00 60,000,000.00 0.213 0.071 0.071 0.071 1.17 Pengamanan Lingkungan Hidup Ls 1.00 32,000,000.00 32,000,000.00 0.113 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.010 0.005 0.005 0.005 0.005 0.005 0.005 0.005 0.005 1.18.2 Relokasi Tiang Listrik yang ada, Tegangan Rendah Bh 12.00 8,000,000.00 96,000,000.00 0.340 0.085 0.085 0.085 0.085 1.18.3 Relokasi Pipa Utilitas Bh 3.00 5,000,000.00 15,000,000.00 0.053 0.018 0.018 0.018 1.12 Manajemen Mutu Ls 1.00 70,000,000.00 70,000,000.00 0.248 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 Jumlah Harga Divisi. I 539,730,000.00 1.913 DIVISI 2. DRAINASE 2.1.(1) Galian Untuk Selokan Drainase dan Saluran Air m3 1,558 36,600.00 57,016,578.00 0.202 0.202 2.2.(1) Pasangan Batu dengan Mortar m3 83 547,300.00 45,425,900.00 0.161 0.161 2.2.(4) Saluran berbentuk U tipe DS 2 m1 400 856,000.00 342,400,000.00 1.214 0.405 0.405 0.405 Jumlah Harga Divisi. 2 444,842,478.00 1.577 DIVISI 3. PEKERJAAN TANAH 3.1.1a Galian Biasa m3 2,451.34 35,300.00 86,532,302.00 0.307 0.077 0.077 0.077 0.077 3.1.(3) Galian Struktur dengan Kedalaman 0 - 2 m m3 585.66 46,000.00 26,940,360.00 0.096 0.096 3.1 (4) Galian Struktur dengan Kedalaman 2 - 4 m m3 511.08 59,500.00 30,409,260.00 0.108 0.054 0.054 3.1.7 Galian Perkerasan Beraspal Tanpa Cold Milling Machine m3 390.16 292,600.00 114,160,816.00 0.405 0.405 3.2.(1a) Timbunan Biasa dari sumber Galian m3 3,826.77 70,300.00 269,021,931.00 0.954 0.318 0.318 0.318 3.2.(1a) Timbunan Pilihan dari sumber Galian m3 3,201.97 92,800.00 297,142,816.00 1.053 0.527 0.527 3.3.(1) Penyiapan Badan Jalan m2 2,043.75 2,500.00 5,109,375.00 0.018 0.018 Jumlah Harga Divisi. 3 829,316,860.00 2.940 DIVISI 4. PELEBARAN PERKERASAN DAN BAHU JALAN 4.2.2(b) Lapis Pondasi Aggregat Kelas S m3 407.91 236,700.00 96,552,297.00 0.342 0.171 0.171 Jumlah Harga Divisi. 4 96,552,297.00 0.342 DIVISI 5. PERKERASAN BERBUTIR 5.1.1 Lapis Pondasi Agregat Kelas A m3 3,250.66 304,400.00 989,500,904.00 3.508 0.877 0.877 0.877 0.877 Jumlah Harga Divisi. 5 989,500,904.00 3.508 DIVISI 6. PERKERASAN ASPAL 6.1(1)(a)Lapis Resap Pengikat-Aspal Cair Ltr 5,678.40 13,500.00 76,658,400.00 0.272 0.272 6.1(2)(a)Lapis Pondasi atau Perata Penetrasi Macadam m3 390.39 1,739,811.12 679,204,861.89 2.408 1.204 1.204 Jumlah Harga Divisi. 6 755,863,261.89 2.679 DIVISI 7. STRUKTUR 7.1(5) Beton Mutu Sedang dengan fc'=30 Mpa Untuk Lantai Jembatan m3 778.05 1,923,900.00 1,496,890,395.00 5.306 1.327 1.327 1.327 1.327 7.1(6) Beton Mutu Sedang dengan fc'=25 Mpa (K-300) m3 190.00 1,332,100.00 253,099,000.00 0.897 0.299 0.299 0.299 7.1(7) Beton Mutu Sedang dengan fc'=20 Mpa m3 1,491.66 1,798,800.00 2,683,198,008.00 9.512 0.793 0.793 0.793 0.793 0.793 0.793 0.793 0.793 0.793 0.793 0.793 0.793 7.1(8) Beton Mutu Sedang dengan fc'=15 Mpa (K-175) m3 173.77 1,041,800.00 181,033,586.00 0.642 0.321 0.321 7.1(10) Beton Mutu Rendah dengan fc'=10 Mpa m3 81.63 921,100.00 75,189,393.00 0.267 0.133 0.067 0.067 7.2(1)a Penyediaan Unit Pracetak Gelagar Type I Bentang 16,6 meter m3 7.00 22,126,471.23 154,885,298.59 0.549 0.275 0.275 7.2(1)c Penyediaan Unit Pracetak Gelagar Type I Bentang 31 meter m3 9.00 154,071,100.00 1,386,639,900.00 4.916 1.229 1.229 1.229 1.229 7.2(1)d bh 18.00 103,934,600.00 1,870,822,800.00 6.632 2.211 2.211 2.211 7.2(2)d Pemasangan Unit Pracetak Gelagar Type I Bentang 16,6 meter bh 7.00 22,126,471.23 154,885,298.59 0.549 0.183 0.183 0.183 7.2(2)d Pemasangan Unit Pracetak Gelagar Type I Bentang 31,6 meter bh 9.00 46,628,100.00 419,652,900.00 1.488 0.496 0.496 0.496 7.2(2)d Pemasangan Unit Pracetak Gelagar Type I Bentang 35,6 meter bh 18.00 92,279,453.35 1,661,030,160.32 5.888 1.178 1.178 1.178 1.178 1.178 7.2(10) bh 80.43 4,925,000.00 396,117,750.00 1.404 0.702 0.702 Baja TulanganPolos BJ 24 Kg 29,901.29 15,400.00 460,479,866.00 1.632 0.408 0.408 0.408 0.408 7.3(3) Baja Tulangan BJ 32 Ulir Kg 298,324.89 17,200.00 5,131,188,108.00 18.190 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 1.137 2.274 7.5(1) Pemasangan Jembatan Rangka Baja Kg 170,000.00 1,486.38 252,684,600.00 0.896 0.179 0.179 0.179 0.179 0.179 7.6(8c) Penyediaan Tiang Pancang Baja Diamater 400 mm tebal 12 mm m' 360.00 2,085,352.32 750,726,835.88 2.661 1.331 1.331 7.6(14b) Pemancangan Tiang Pancang Baja Diamater 400 mm tebal 12 mm m' 360.00 249,500.00 89,820,000.00 0.318 0.080 0.080 0.080 0.080 7.6(19b) Tiang Bor Beton Diameter 600 mm m' 1,528.00 1,967,858.01 3,006,887,037.52 10.659 1.958 1.523 1.958 1.740 1.958 1.523 7.6(19b) Tiang Bor Beton Diameter 400 mm m' 90.00 1,452,500.00 130,725,000.00 0.463 0.116 0.116 0.116 0.116 7.9(1) Pasangan Batu m3 2,313.22 603,800.00 1,396,722,236.00 4.951 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 0.354 7.10(3a) Bronjong dengan kawat yang dilapisi galvanis m3 1,000.00 613,400.00 613,400,000.00 2.174 0.544 0.544 0.544 0.544 7.11(1a) m' 48.90 2,250,650.00 110,056,785.00 0.390 0.390 7.11(6) Expansion Joint Type Baja Bersudut m' 112.00 274,000.00 30,688,000.00 0.109 0.109 7.12(3) Perletakan Elastomerik Sintesis Uk. 350 x 400 x39 bh 32.00 1,750,000.00 56,000,000.00 0.199 0.199 7.12(3) Perletakan Elastomerik Sintesis Uk. 400 x 450 x45 bh 40.00 2,150,000.00 86,000,000.00 0.305 0.305 7.14(1) Papan Nama Jembatan bh 6.00 310,600.00 1,863,600.00 0.007 7.15(1) Pembongkaran Pasangan Batu m3 30.64 278,488.10 8,532,875.27 0.030 0.030 7.15(2) Pembongkaran Beton m3 479.11 526,476.62 252,240,215.09 0.894 0.447 0.447 7.15(5) Pembongkaran Rangka Baja m2 320.00 1,190,000.00 380,800,000.00 1.350 0.675 0.675 7.15(9) Pengangkutan hasil bongkaran yang melebihi 5 km m3/km 7,200.00 2,100.00 15,120,000.00 0.054 0.021 7.16(2a) Pipa drainase baja diameter 75 mm m' 114.00 75,000.00 8,550,000.00 0.030 0.030 7.16(2b) Pipa drainase baja diameter 100 mm m' 96.00 154,500.00 14,832,000.00 0.053 0.053 7.16(4) Pipa Penyalur PVC m' 577.20 62,000.00 35,786,400.00 0.127 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.011 0.011 23,566,548,048.26 83.541 DIVISI 8. PENGEMBALIAN KONDISI DAN PEK. MINOR 8.4(3a) Rambu Jalan Tunggal dengan Permukaan Pemantul Engineer Grade bh 8.00 397,795.09 3,182,360.76 0.011 0.011 8.4(3b) Rambu Jalan Ganda dengan permukaan Pemantul Enggineer Grade bh 4.00 606,814.16 2,427,256.65 0.009 0.009 8.4(5) Patok Pengarah bh 200.00 89,100.00 17,820,000.00 0.063 0.032 0.032 8.4(7) Rel Pengaman m' 860.00 956,900.00 822,934,000.00 2.917 0.972 0.972 0.972 8.4(10e) Kerb Pracetak Jenis 5 (Penghalang Berparit/Barier Gutter) t=3 bh 440.00 129,800.00 57,112,000.00 0.202 0.067 0.067 0.067 Jumlah Harga Divisi. 8 903,475,617.41 3.203 DIVISI 9. PEKERJAAN HARIAN 9.1.(1) Mandor Jam 54.00 17,430.00 941,220.00 0.003 0.001 0.001 0.001 0.001 0.001 0.001 9.1.(2) Pekerja Biasa Jam 14.00 8,400.00 117,600.00 0.000 0.000 0.000 0.000 0.000 0.000 0.000 9.1.(7) Bulldozer 100-150 PK Jam 14.00 511,747.68 7,164,467.52 0.025 0.004 0.004 0.004 0.004 0.004 0.004 9.1.(8) Motor Grader min 100 PK Jam 14.00 453,794.63 6,353,124.82 0.023 0.004 0.004 0.004 0.004 0.004 0.004 9.1.(11) Alat Penggali (Excavator) 80 - 140 PK Jam 14.00 443,976.99 6,215,677.86 0.022 0.004 0.004 0.004 0.004 0.004 0.004 9.12 Crane 10 - 15 Ton Jam 14.00 393,785.20 5,512,992.80 0.020 0.003 0.003 0.003 0.003 0.003 0.003 9.1.(18) Beton Pengaduk (Molen) 0,3-0,6 m3 Jam 14.00 91,268.36 1,277,757.04 0.005 0.001 0.001 0.001 0.001 0.001 0.001 Jumlah Harga Divisi. 9 27,582,840.04 0.098 DIVISI 10. PEKERJAAN PEMELIHARAAN RUTIN 10.1.(5) Pemeliharaan Rutin Jembatan Ls 1.00 56,097,746.94 56,097,746.94 0.199 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 0.008 Jumlah Harga Divisi. 10 56,097,746.94 0.199 I. JUMLAH HARGA (tanpa PPn 10%) Rp. 28,209,510,053.54 100.00 A. PROGRESS RENCANA BULANAN SCHEDULE KONTRAK 0.0 0.002 0.013 0.076 0.052 0.146 0.928 0.196 1.070 3.979 6.758 5.312 5.239 5.442 6.057 4.393 4.202 4.197 4.537 5.125 6.950 5.943 5.340 8.349 5.118 4.822 3.697 1.979 B. KUMULATIF PROGRESS RENCANA BULANAN 0.0 0.002 0.015 0.092 0.144 0.290 1.217 1.413 2.483 6.462 13.220 18.531 23.771 29.213 35.270 39.663 43.865 48.062 52.600 57.724 64.674 70.617 75.957 84.306 89.424 94.246 97.944 99.923 C. PROGRESS BULANAN REALISASI BULANAN 0.0 D. KUMULATIF PROGRESS REALISASI BULANAN 0.0 E. DEVIASI 0.0 Disetujui Diperiksa Dubuat Pejabat Pembuat Komitmen Konsultan Supervisi Kontraktor Pelaksana PPK 13 PT. SUMAINDOTIM Irvan Asmara. A.Sami, ST Ir Sulistiyadi H.M, JAFFAR,ST No. MATA PEMBAYARAN Penyediaan Unit Pracetak Gelagar Type I Bentang 35,6 meter (hanya untuk stressing), untuk penyediaan balok pracetak sudah tersedia dilapangan Beton Diafragma (fc'=30 Mpa) Termasuk pek.Penegangan setelah pengecoran (post tension) Expansion Joint Type Asphaltic Plug Type Fixed PT.GLOBAL PROFEX SINERGY Ass. L I B U R L E B A R A N Schedule Kontrak

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JADWAL PELAKSANAAN PEKERJAANSATKER : PJN. WILAYAH III SULAWESI TENGAHNAMA PAKET : PENGGANTIAN JEMBATAN WILAYAH III SIL-TENGNO. KONTRAK : KU.02-09-20/KONT-JBK/PPK-13/2015TGL. KONTRAK : 22 - Mei - 2015RUAS JALAN : BETELEME - TOMPIRA KOLONO!ALE TOMPIRATOMPRA-BUNGKUPROPINSI : SULAWESI TENGAHKONTRAKTOR : PT. SUMAIN!OTIMKONSULTAN : PT. GLOBAL PRO"E# SYNERGYJENIS KEGIATANSATUANKUANTITAS HARGA SATUAN $R%& JUMLAH HARGA $R%&!I'ISI 1. UMUM1.2 Mobilisasi Ls1.00 202,230,000.00202,230,000.00 1.8(1 Ma!a"#$#! %a! K#s#la$a&a! Lal' li!&as Ls1.00 (),*00,000.00(),*00,000.00 + 1.18(2 J#$ba&a! S#$#!&a,a Ls3.00 20,000,000.00(0,000,000.00 1.1- P#!.a$a!a! Li!./'!.a! 0i%'1 Ls1.00 32,000,000.0032,000,000.00 1.18.2 R#lo/asi Tia!. Lis&,i/ 2a!. a%a, T#.a!.a! R#!%a3 4312.00 8,000,000.005(,000,000.00 1.18.3 R#lo/asi Pi1a U&ili&as 433.00 *,000,000.001*,000,000.00 1.12 Ma!a"#$#! M'&' Ls1.00 -0,000,000.00-0,000,000.00 J()*+, H+-.+ !i/i0i. I539130000.00 !I'ISI 2. !RAINASE2.1.(1 Galia! U!&'/ S#lo/a! 6,ai!as# %a! Sal',a! Ai, $31,**83(,(00.00*-,01(,*-8.00 2.2.(1 Pasa!.a! 4a&' %#!.a! Mo,&a, $3 83*)-,300.00)*,)2*,500.00 2.2.() Sal',a! b#,b#!&'/ U &i1# 6S 2 $1 )008*(,000.003)2,)00,000.00 J()*+, H+-.+ !i/i0i. 2222322213.00 !I'ISI 3. PEKERJAAN TANAH3.1.1a Galia! 4iasa $3 2,)*1.3)3*,300.008(,*32,302.00 3.1.(3 Galia! S&,'/&', %#!.a! K#%ala$a! 0 + 2 $ $3*8*.(()(,000.002(,5)0,3(0.00 3.1 () Galia! S&,'/&', %#!.a! K#%ala$a! 2 + ) $ $3*11.08*5,*00.0030,)05,2(0.00 3.1.- Galia! P#,/#,asa! 4#,as1al Ta!1a 7ol% Milli!. Ma83i!# $3350.1(252,(00.0011),1(0,81(.00 3.2.(1a Ti$b'!a! 4iasa %a,i s'$b#, Galia! $3 3,82(.---0,300.002(5,021,531.00 3.2.(1a Ti$b'!a! Pili3a! %a,i s'$b#, Galia! $3 3,201.5-52,800.0025-,1)2,81(.00 3.3.(1 P#!2ia1a! 4a%a! Jala! $2 2,0)3.-*2,*00.00*,105,3-*.00 J()*+, H+-.+ !i/i0i. 3329314340.00 !I'ISI 2. PELEBARAN PERKERASAN !AN BAHU JALANN5. MATA PEMBAYARAN).2.2(b La1is Po!%asi A..,#.a& K#las S $3)0-.5123(,-00.005(,**2,25-.00 J()*+, H+-.+ !i/i0i. 294552291.00 !I'ISI 5. PERKERASAN BERBUTIR*.1.1 La1is Po!%asi A.,#.a& K#las A $3 3,2*0.((30),)00.00585,*00,50).00 J()*+, H+-.+ !i/i0i. 5939500902.00 !I'ISI 4. PERKERASAN ASPAL(.1(1(a La1is R#sa1 P#!.i/a&+As1al 7ai, L&, *,(-8.)013,*00.00-(,(*8,)00.00 (.1(2(a La1is Po!%asi a&a' P#,a&a P#!#&,asi Ma8a%a$ $3350.35 1,-35,811.12(-5,20),8(1.85 J()*+, H+-.+ !i/i0i. 4155343241.39 !I'ISI 1. STRUKTUR-.1(* 4#&o! M'&' S#%a!. %#!.a! 98:;30 M1a U!&'/ La!&ai J#$ba&a! $3--8.0* 1,523,500.00 1,)5(,850,35*.00 -.1(( 4#&o! M'&' S#%a!. %#!.a! 98:;2* M1a (K+300 $3150.00 1,332,100.002*3,055,000.00 -.1(- 4#&o! M'&' S#%a!. %#!.a! 98:;20 M1a$3 1,)51.(( 1,-58,800.00 2,(83,158,008.00 -.1(8 4#&o! M'&' S#%a!. %#!.a! 98:;1* M1a (K+1-* $31-3.-- 1,0)1,800.00181,033,*8(.00 -.1(10 4#&o! M'&' R#!%a3 %#!.a! 98:;10 M1a$381.(3521,100.00-*,185,353.00 -.2(1a P#!2#%iaa! U!i& P,a8#&a/ G#la.a, T21# I 4#!&a!. 1(,( $#, $3-.00 22,12(,)-1.231*),88*,258.*5 -.2(18 P#!2#%iaa! 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