Jadwal Rencana Pekerjaan Drainase dan Pelapisan No Material Durasi Schedule Bobot (hari) start finish % ROAD EARTHWORK 1 Free Draining Materials 120 Agustus 2013 November 2013 1.375 2 Granular Backfill 120 Oktober 2013 Januari 2014 1.312 3 Geotextile Sheet 90 September 2013 November 2013 0.179 DRAINAGE 4 60 Agustus 2013 September 2013 0.1590 5 90 Juli 2013 September 2013 0.6240 6 60 Juli 2013 Agustus 2013 0.2600 7 30 September 2013 September 2013 0.0360 8 30 September 2013 September 2013 0.0310 9 U Ditch, DS-4 150 Oktober 2013 Februari 2014 0.8840 10 U Ditch, DS-5 60 November 2013 Desember 2013 0.0140 11 U Ditch, DS-6 150 November 2013 Maret 2014 1.5960 12 U Ditch, DS-7 90 Oktober 2013 Desember 2013 0.2750 13 U Ditch, DS-8 60 November 2013 Desember 2013 0.0210 14 U Ditch, DS-11 120 November 2013 Februari 2014 0.1010 15 U Ditch, DS-14 60 Oktober 2013 November 2013 0.0730 16 60 Agustus 2013 September 2013 0.4400 SUBGRADE 17 Stabilization by limestone 150 Oktober 2013 Februari 2013 2.3250 SUBBASE DAN BASE COURSE 18 Sirtu Ayak 210 September 2013 Maret 2013 8.6840 19 Aggregate Base Class A 210 November 2013 Mei 2014 4.8630 PAVEMENT 20 180 Desember 2013 Mei 2014 0.9060 21 150 Februari 2014 Juni 2014 0.2540 22 150 Januari 2014 Mei 2014 11.3870 23 120 Februari 2014 Mei 2014 3.0260 24 90 April 2013 Juni 2014 3.2560 25 Asphalt Cement 180 Januari 2014 Juni 2014 14.4860 26 90 Maret 2014 Mei 2014 0.3230 27 120 Mei 2014 Agustus 2014 0.2650 28 120 Mei 2014 Agustus 2014 0.8520 29 90 Maret 2014 Mei 2014 0.2650 R.C. Pipe, D = 60 cm, Type A R.C. Pipe, D = 100 cm, Type A R.C. Pipe, D = 100 cm, Type B R.C. Pipe, D = 100 cm, Type C R.C. Pipe, D = 100 cm, Type D Perforated Pipe for Subsurface Drainage Works Bituminous Prime Coat (Grade MC-70 or RC-250) Bituminous Tack Coat (Grade RC-250) Asphalt Treated Base Course Asphalt Concrete Binder Course Asphalt Concrete Surface Course Concrete Pavement (t=30 cm) Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double Wet lean concrete (t=10 cm)
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Jadwal Rencana Pekerjaan Drainase dan Pelapisan
No MaterialDurasi Schedule Bobot(hari) start finish %
ROAD EARTHWORK1 Free Draining Materials 120 Agustus 2013 November 2013 1.3752 Granular Backfill 120 Oktober 2013 Januari 2014 1.3123 Geotextile Sheet 90 September 2013 November 2013 0.179
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 60 Agustus 2013 September 2013 0.15905 R.C. Pipe, D = 100 cm, Type A 90 Juli 2013 September 2013 0.62406 R.C. Pipe, D = 100 cm, Type B 60 Juli 2013 Agustus 2013 0.26007 R.C. Pipe, D = 100 cm, Type C 30 September 2013 September 2013 0.03608 R.C. Pipe, D = 100 cm, Type D 30 September 2013 September 2013 0.03109 U Ditch, DS-4 150 Oktober 2013 Februari 2014 0.8840
10 U Ditch, DS-5 60 November 2013 Desember 2013 0.014011 U Ditch, DS-6 150 November 2013 Maret 2014 1.596012 U Ditch, DS-7 90 Oktober 2013 Desember 2013 0.275013 U Ditch, DS-8 60 November 2013 Desember 2013 0.021014 U Ditch, DS-11 120 November 2013 Februari 2014 0.101015 U Ditch, DS-14 60 Oktober 2013 November 2013 0.0730
16 60 Agustus 2013 September 2013 0.4400
SUBGRADE17 Stabilization by limestone 150 Oktober 2013 Februari 2013 2.3250
SUBBASE DAN BASE COURSE18 Sirtu Ayak 210 September 2013 Maret 2013 8.684019 Aggregate Base Class A 210 November 2013 Mei 2014 4.8630
PAVEMENT
20 180 Desember 2013 Mei 2014 0.9060
21 150 Februari 2014 Juni 2014 0.2540
22 Asphalt Treated Base Course 150 Januari 2014 Mei 2014 11.3870
23 Asphalt Concrete Binder Course 120 Februari 2014 Mei 2014 3.0260
24 90 April 2013 Juni 2014 3.2560
25 Asphalt Cement 180 Januari 2014 Juni 2014 14.4860
26 Concrete Pavement (t=30 cm) 90 Maret 2014 Mei 2014 0.3230
27 120 Mei 2014 Agustus 2014 0.2650
28 120 Mei 2014 Agustus 2014 0.8520
29 Wet lean concrete (t=10 cm) 90 Maret 2014 Mei 2014 0.2650
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Asphalt Concrete Surface Course
Concrete Pavement with steel mesh (t=30 cm) single
Concrete Pavement with steel mesh (t=30 cm) double
Jadwal Rencana Pekerjaan
No Material Volume SatuanDurasi Juli Agustus September Oktober November Desember Januari Februari Maret April Mei Juni Juli
4 R.C. Pipe, D = 60 cm, Type A 223 M 25 R.C. Pipe, D = 100 cm, Type A 403 M 36 R.C. Pipe, D = 100 cm, Type B 160 M 27 R.C. Pipe, D = 100 cm, Type C 22 M 18 R.C. Pipe, D = 100 cm, Type D 11 M 19 U Ditch, DS-4 6,537 M 5
10 U Ditch, DS-5 60 M 211 U Ditch, DS-6 11,699 M 512 U Ditch, DS-7 918 M 313 U Ditch, DS-8 75 M 214 U Ditch, DS-11 5,917 M 415 U Ditch, DS-14 360 M 2
16 5,651 M 2
SUBGRADE17 Stabilization by limestone 19,329 M3 5
SUBBASE DAN BASE COURSE18 Sirtu Ayak 80,187 M3 719 Aggregate Base Class A 41,164 M3 7
PAVEMENT
20 185,762 kg 6
21 Bituminous Tack Coat (Grade RC-250) 57,599 kg 5
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 223 M 2 111.505 R.C. Pipe, D = 100 cm, Type A 403 M 3 134.336 R.C. Pipe, D = 100 cm, Type B 160 M 2 80.007 R.C. Pipe, D = 100 cm, Type C 22 M 1 22.008 R.C. Pipe, D = 100 cm, Type D 11 M 1 11.009 U Ditch, DS-4 6,537 M 5 1,307.40
10 U Ditch, DS-5 60 M 2 30.0011 U Ditch, DS-6 11,699 M 5 2,339.8012 U Ditch, DS-7 918 M 3 306.0013 U Ditch, DS-8 75 M 2 37.5014 U Ditch, DS-11 5,917 M 4 1,479.2515 U Ditch, DS-14 360 M 2 180.00
16 5,651 M 2 2,825.50
SUBGRADE17 Stabilization by limestone 19,329 M3 5 3,865.80
SUBBASE DAN BASE COURSE18 Sirtu Ayak 80,187 M3 7 11,455.2919 Aggregate Base Class A 41,164 M3 7 5,880.57
PAVEMENT
20 185,762 kg 6 30,960.33
21 57,599 kg 5 11,519.80
22 Asphalt Treated Base Course 54,679 ton 5 10,935.80
23 Asphalt Concrete Binder Course 14,231 ton 4 3,557.75
24 Asphalt Concrete Surface Course 14,857 ton 3 4,952.33
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 223 M 2 111.50 111.505 R.C. Pipe, D = 100 cm, Type A 403 M 3 134.33 134.33 134.336 R.C. Pipe, D = 100 cm, Type B 160 M 2 80.00 80.007 R.C. Pipe, D = 100 cm, Type C 22 M 1 22.008 R.C. Pipe, D = 100 cm, Type D 11 M 1 11.009 U Ditch, DS-4 6,537 M 5 1,307.40 1,307.40 1,307.40 1,307.40 1,307.40
10 U Ditch, DS-5 60 M 2 30.00 30.0011 U Ditch, DS-6 11,699 M 5 2,339.80 2,339.80 2,339.80 2,339.80 2,339.8012 U Ditch, DS-7 918 M 3 306.00 306.00 306.0013 U Ditch, DS-8 75 M 2 37.50 37.5014 U Ditch, DS-11 5,917 M 4 1,479.25 1,479.25 1,479.25 1,479.2515 U Ditch, DS-14 360 M 2 180.00 180.00
SUBBASE DAN BASE COURSE18 Sirtu Ayak 80,187 M3 7 11,455.29 11,455.29 11,455.29 11,455.29 11,455.29 11,455.29 11,455.2919 Aggregate Base Class A 41,164 M3 7 5,880.57 5,880.57 5,880.57 5,880.57 5,880.57 5,880.57
PAVEMENT
20 185,762 kg 6 30,960.33 30,960.33 30,960.33 30,960.33 30,960.33
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 223 M5 R.C. Pipe, D = 100 cm, Type A 403 M6 R.C. Pipe, D = 100 cm, Type B 160 M7 R.C. Pipe, D = 100 cm, Type C 22 M8 R.C. Pipe, D = 100 cm, Type D 11 M9 U Ditch, DS-4 6,537 M
10 U Ditch, DS-5 60 M11 U Ditch, DS-6 11,699 M12 U Ditch, DS-7 918 M13 U Ditch, DS-8 75 M14 U Ditch, DS-11 5,917 M15 U Ditch, DS-14 360 M
16 5,651 M
SUBGRADE17 Stabilization by limestone 19,329 M3
SUBBASE DAN BASE COURSE18 Sirtu Ayak 80,187 M319 Aggregate Base Class A 41,164 M3
PAVEMENT
20 185,762 kg
21 57,599 kg
22 Asphalt Treated Base Course 54,679 ton
23 Asphalt Concrete Binder Course 14,231 ton
24 14,857 ton
25 Asphalt Cement 4,291 ton
No Pekerjaan Volume Satuan
27 1,249 M2
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Asphalt Concrete Surface Course
Concrete Pavement with steel mesh (t=30 cm) single
28 3,352 M2
29 Wet lean concrete (t=10 cm) 6,716 M2
No Material Volume Satuan
SUBGRADE17 Stabilization by limestone 19,329 M3
SUBBASE DAN BASE COURSE18 Sirtu Ayak 80,187 M319 Aggregate Base Class A 41,164 M3
PAVEMENT
20 185,762 kg
21 57,599 kg
22 Asphalt Treated Base Course 54,679 ton
23 Asphalt Concrete Binder Course 14,231 ton
24 14,857 ton
25 Asphalt Cement 4,291 ton
Concrete Pavement with steel mesh (t=30 cm) double
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Asphalt Concrete Surface Course
TABEL 6 HARGA MATERIAL PER UNIT
No Material Volume 1 Volume 2 Volume 3 Satuan Pemesanan Jumlah Kebutuhan
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 223.00 M 1 223.00 - 223.00 M 1 item = 2.5 M 89.20 item5 R.C. Pipe, D = 100 cm, Type A 403.00 M 1 403.00 - 403.00 M 1 item = 2.5 M 161.20 item6 R.C. Pipe, D = 100 cm, Type B 160.00 M 1 160.00 - 160.00 M 1 item = 2.5 M 64.00 item7 R.C. Pipe, D = 100 cm, Type C 22.00 M 1 22.00 - 22.00 M 1 item = 2.5 M 8.80 item8 R.C. Pipe, D = 100 cm, Type D 11.00 M 1 11.00 - 11.00 M 1 item = 2.5 M 4.40 item9 U Ditch, DS-4 6537.00 M 1 6,537.00 - 6,537.00 M 1 item = 2 M 3,268.50 item
10 U Ditch, DS-5 60.00 M 1 60.00 - 60.00 M 1 item = 2 M 30.00 item11 U Ditch, DS-6 11699.00 M 1 11,699.00 - 11,699.00 M 1 item = 2 M 5,849.50 item12 U Ditch, DS-7 918.00 M 1 918.00 - 918.00 M 1 item = 2 M 459.00 item13 U Ditch, DS-8 75.00 M 1 75.00 - 75.00 M 1 item = 2 M 37.50 item14 U Ditch, DS-11 5917.00 M 1 5,917.00 - 5,917.00 M 1 item = 2 M 2,958.50 item15 U Ditch, DS-14 360.00 M 1 360.00 - 360.00 M 1 item = 2 M 180.00 item16 Perforated Pipe for Subsurface Drainage Works 5651.00 M 1 5,651.00 - 5,651.00 M 1 lonjor = 6 M 941.83 lonjor
SUBGRADE17 Stabilization by limestone 19329.00 M3 1 19,329.00 0.063 20,546.73 M3 1 M3 = 1 M3 20,546.73 M3SUBBASE DAN BASE COURSE18 Sirtu Ayak 80187.00 M3 1.09 87,403.83 0.063 92,910.27 M3 1 M3 = 1 M3 92,910.27 M319 Aggregate Base Class A 41164.00 M3 1.1 45,280.40 0.063 48,133.07 M3 1 M3 = 1 M3 48,133.07 M3PAVEMENT
20 Bituminous Prime Coat (Grade MC-70 or RC-250) 185762.00 kg 1 185,762.00 - 185,762.00 kg 1 drum = 155 kg 1,198.46 drum
21 Bituminous Tack Coat (Grade RC-250) 57599.00 kg 1 57,599.00 - 57,599.00 kg 1 drum = 155 kg 371.61 drum22 Asphalt Treated Base Course 54679.00 ton 1 54,679.00 - 54,679.00 ton 1 drum = 0.155 ton 352,767.74 drum23 Asphalt Concrete Binder Course 14231.00 ton 1 14,231.00 - 14,231.00 ton 1 drum = 0.155 ton 91,812.90 drum24 Asphalt Concrete Surface Course 14857.00 ton 1 14,857.00 - 14,857.00 ton 1 drum = 0.155 ton 95,851.61 drum25 Asphalt Cement 4291.00 ton 1 4,291.00 - 4,291.00 ton 1 drum = 0.155 ton 27,683.87 drum26 Concrete Pavement (t=30 cm) 1797.00 M2 1 1,797.00 - 1,797.00 M2 1 M2 = 0.3 M3 5,990.00 M2
ROAD EARTHWORK1 Free Draining Materials Rp 138,186.01 per M3 Cimalaka2 Granular Backfill Rp 216,841.57 per M3 Gantar3 Geotextile Sheet Rp 649,778.16 per roll Bekasi
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A Rp 3,212,173.58 per item Karawang5 R.C. Pipe, D = 100 cm, Type A Rp 6,979,650.00 per item Karawang6 R.C. Pipe, D = 100 cm, Type B Rp 7,347,000.00 per item Karawang7 R.C. Pipe, D = 100 cm, Type C Rp 7,530,675.00 per item Karawang8 R.C. Pipe, D = 100 cm, Type D Rp 12,728,677.50 per item Karawang9 U Ditch, DS-4 Rp 487,559.56 per item Karawang
10 U Ditch, DS-5 Rp 849,731.90 per item Karawang11 U Ditch, DS-6 Rp 491,771.84 per item Karawang12 U Ditch, DS-7 Rp 1,080,552.52 per item Karawang13 U Ditch, DS-8 Rp 1,049,151.60 per item Karawang14 U Ditch, DS-11 Rp 61,937.58 per item Karawang15 U Ditch, DS-14 Rp 734,700.00 per item Karawang
16 Rp 843,070.62 per lonjor Bekasi
SUBGRADE17 Stabilization by limestone Rp 216,736.50 per M3 Cimalaka
SUBBASE DAN BASE COURSE18 Sirtu Ayak Rp 195,136.32 per M3 Gantar19 Aggregate Base Class A Rp 212,878.93 per M3 Gantar
PAVEMENT
20 Rp 1,362,133.80 per drum Bantarwaru
21 Rp 1,235,153.15 per drum Bantarwaru
22 Asphalt Treated Base Course Rp 58,163.75 per drum Bantarwaru
23 Asphalt Concrete Binder Course Rp 59,388.25 per drum Bantarwaru
24 Rp 61,225.00 per drum Bantarwaru
25 Asphalt Cement Rp 942,865.00 per drum Bantarwaru
26 Concrete Pavement (t=30 cm) Rp 97,170.00 per M2 Bantarwaru
27 Rp 114,945.00 per M3 Bantarwaru
28 Rp 137,460.00 per M3 Bantarwaru
29 Wet lean concrete (t=10 cm) Rp 21,330.00 per M3 Bantarwaru
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Asphalt Concrete Surface Course
Concrete Pavement with steel mesh (t=30 cm) single
Concrete Pavement with steel mesh (t=30 cm) double
TABEL 7 BIAYA PEMESANAN MATERIAL
No Material Lokasi Supplier Jarak Total Biaya Fax
ROAD EARTHWORK1 Free Draining Materials Cimalaka < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.002 Granular Backfill Gantar < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.003 Geotextile Sheet Bekasi > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.00
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.005 R.C. Pipe, D = 100 cm, Type A Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.006 R.C. Pipe, D = 100 cm, Type B Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.007 R.C. Pipe, D = 100 cm, Type C Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.008 R.C. Pipe, D = 100 cm, Type D Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.009 U Ditch, DS-4 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0010 U Ditch, DS-5 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0011 U Ditch, DS-6 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0012 U Ditch, DS-7 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0013 U Ditch, DS-8 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0014 U Ditch, DS-11 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.0015 U Ditch, DS-14 Karawang > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.00
16 Bekasi > 20 km 10 Rp 163.00 Rp 1,630.00 2 Rp 6,000.00 Rp 12,000.00 Rp 1,500.00
SUBGRADE17 Stabilization by limestone Cimalaka < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00SUBBASE DAN BASE COURSE18 Sirtu Ayak Gantar < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0019 Aggregate Base Class A Gantar < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00PAVEMENT
20 Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00
21 Bituminous Tack Coat (Grade RC-250) Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0022 Asphalt Treated Base Course Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0023 Asphalt Concrete Binder Course Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0024 Asphalt Concrete Surface Course Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0025 Asphalt Cement Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.0026 Concrete Pavement (t=30 cm) Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00
27 Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00
28 Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00
29 Wet lean concrete (t=10 cm) Bantarwaru < 20 km 10 Rp 122.00 Rp 1,220.00 2 Rp 3,000.00 Rp 6,000.00 Rp 1,500.00
Durasi Telepon (menit)
Biaya Telepon per menit
Total Biaya Telepon
Jumlah Lembar Fax
Biaya Fax per lembar
Biaya Administrasi
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Concrete Pavement with steel mesh (t=30 cm) single
Concrete Pavement with steel mesh (t=30 cm) double
Rp 8,720.00Rp 8,720.00Rp 8,720.00Rp 8,720.00Rp 8,720.00Rp 8,720.00
Rp 8,720.00
Rp 8,720.00
Rp 8,720.00
Biaya Total Pemesanan
TABEL 8 BIAYA PENYIMPANAN MATERIAL
No Material Penyusutan Satuan Unit Harga Satuan Biaya Modal Biaya Penyusutan
ROAD EARTHWORK1 Free Draining Materials 7 % 4 % M3 Rp 138,186.01 Rp 9,673.02 Rp 5,527.44 Rp2 Granular Backfill 7 % 4 % M3 Rp 216,841.57 Rp 15,178.91 Rp 8,673.66 Rp3 Geotextile Sheet 7 % 4 % roll Rp 649,778.16 Rp 45,484.47 Rp 25,991.13 Rp
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 7 % 4 % item Rp 3,212,173.58 Rp 224,852.15 Rp 128,486.94 Rp5 R.C. Pipe, D = 100 cm, Type A 7 % 4 % item Rp 6,979,650.00 Rp 488,575.50 Rp 279,186.00 Rp6 R.C. Pipe, D = 100 cm, Type B 7 % 4 % item Rp 7,347,000.00 Rp 514,290.00 Rp 293,880.00 Rp7 R.C. Pipe, D = 100 cm, Type C 7 % 4 % item Rp 7,530,675.00 Rp 527,147.25 Rp 301,227.00 Rp8 R.C. Pipe, D = 100 cm, Type D 7 % 4 % item Rp 12,728,677.50 Rp 891,007.43 Rp 509,147.10 Rp9 U Ditch, DS-4 7 % 4 % item Rp 487,559.56 Rp 34,129.17 Rp 19,502.38 Rp
10 U Ditch, DS-5 7 % 4 % item Rp 849,731.90 Rp 59,481.23 Rp 33,989.28 Rp11 U Ditch, DS-6 7 % 4 % item Rp 491,771.84 Rp 34,424.03 Rp 19,670.87 Rp12 U Ditch, DS-7 7 % 4 % item Rp 1,080,552.52 Rp 75,638.68 Rp 43,222.10 Rp13 U Ditch, DS-8 7 % 4 % item Rp 1,049,151.60 Rp 73,440.61 Rp 41,966.06 Rp14 U Ditch, DS-11 7 % 4 % item Rp 61,937.58 Rp 4,335.63 Rp 2,477.50 Rp15 U Ditch, DS-14 7 % 4 % item Rp 734,700.00 Rp 51,429.00 Rp 29,388.00 Rp16 Perforated Pipe for Subsurface Drainage Works 7 % 4 % lonjor Rp 843,070.62 Rp 59,014.94 Rp 33,722.82 Rp
SUBGRADE17 Stabilization by limestone 7 % 4 % M3 Rp 216,736.50 Rp 15,171.56 Rp 8,669.46 Rp
SUBBASE DAN BASE COURSE18 Sirtu Ayak 7 % 4 % M3 Rp 195,136.32 Rp 13,659.54 Rp 7,805.45 Rp19 Aggregate Base Class A 7 % 4 % M3 Rp 212,878.93 Rp 14,901.53 Rp 8,515.16 Rp
PAVEMENT20 Bituminous Prime Coat (Grade MC-70 or RC-250) 7 % 4 % drum Rp 1,362,133.80 Rp 95,349.37 Rp 54,485.35 Rp21 Bituminous Tack Coat (Grade RC-250) 7 % 4 % drum Rp 1,235,153.15 Rp 86,460.72 Rp 49,406.13 Rp22 Asphalt Treated Base Course 7 % 4 % drum Rp 58,163.75 Rp 4,071.46 Rp 2,326.55 Rp23 Asphalt Concrete Binder Course 7 % 4 % drum Rp 59,388.25 Rp 4,157.18 Rp 2,375.53 Rp24 Asphalt Concrete Surface Course 7 % 4 % drum Rp 61,225.00 Rp 4,285.75 Rp 2,449.00 Rp25 Asphalt Cement 7 % 4 % drum Rp 942,865.00 Rp 66,000.55 Rp 37,714.60 Rp26 Concrete Pavement (t=30 cm) 7 % 4 % M2 Rp 97,170.00 Rp 6,801.90 Rp 3,886.80 Rp27 Concrete Pavement with steel mesh (t=30 cm) single 7 % 4 % M3 Rp 114,945.00 Rp 8,046.15 Rp 4,597.80 Rp28 Concrete Pavement with steel mesh (t=30 cm) double 7 % 4 % M3 Rp 137,460.00 Rp 9,622.20 Rp 5,498.40 Rp29 Wet lean concrete (t=10 cm) 7 % 4 % M3 Rp 21,330.00 Rp 1,493.10 Rp 853.20 Rp
ROAD EARTHWORK1 Free Draining Materials M3 Rp 138,186.01 Rp 8,720.00 Rp 1,226.712 Granular Backfill M3 Rp 216,841.57 Rp 8,720.00 Rp 1,987.713 Geotextile Sheet roll Rp 649,778.16 Rp 15,130.00 Rp 5,956.30
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A item Rp 3,212,173.58 Rp 15,130.00 Rp 29,444.925 R.C. Pipe, D = 100 cm, Type A item Rp 6,979,650.00 Rp 15,130.00 Rp 63,980.136 R.C. Pipe, D = 100 cm, Type B item Rp 7,347,000.00 Rp 15,130.00 Rp 67,347.507 R.C. Pipe, D = 100 cm, Type C item Rp 7,530,675.00 Rp 15,130.00 Rp 69,031.198 R.C. Pipe, D = 100 cm, Type D item Rp 12,728,677.50 Rp 15,130.00 Rp 116,679.549 U Ditch, DS-4 item Rp 487,559.56 Rp 15,130.00 Rp 4,469.30
10 U Ditch, DS-5 item Rp 849,731.90 Rp 15,130.00 Rp 7,789.2111 U Ditch, DS-6 item Rp 491,771.84 Rp 15,130.00 Rp 4,507.9112 U Ditch, DS-7 item Rp 1,080,552.52 Rp 15,130.00 Rp 9,905.0613 U Ditch, DS-8 item Rp 1,049,151.60 Rp 15,130.00 Rp 9,617.2214 U Ditch, DS-11 item Rp 61,937.58 Rp 15,130.00 Rp 567.7615 U Ditch, DS-14 item Rp 734,700.00 Rp 15,130.00 Rp 6,734.75
16 lonjor Rp 843,070.62 Rp 15,130.00 Rp 7,728.15
SUBGRADE17 Stabilization by limestone M3 Rp 216,736.50 Rp 8,720.00 Rp 1,986.75
SUBBASE DAN BASE COURSE18 Sirtu Ayak M3 Rp 195,136.32 Rp 8,720.00 Rp 1,788.7519 Aggregate Base Class A M3 Rp 212,878.93 Rp 8,720.00 Rp 1,951.39
PAVEMENT
20 drum Rp 1,362,133.80 Rp 8,720.00 Rp 12,486.23
21 drum Rp 1,235,153.15 Rp 8,720.00 Rp 11,322.24
22 Asphalt Treated Base Course drum Rp 58,163.75 Rp 8,720.00 Rp 533.17
23 Asphalt Concrete Binder Course drum Rp 59,388.25 Rp 8,720.00 Rp 544.39
24 Asphalt Concrete Surface Course drum Rp 61,225.00 Rp 8,720.00 Rp 561.23
25 Asphalt Cement drum Rp 942,865.00 Rp 8,720.00 Rp 8,642.9326 Concrete Pavement (t=30 cm) M2 Rp 97,170.00 Rp 8,720.00 Rp 890.7327 M3 Rp 114,945.00 Rp 8,720.00 Rp 1,053.6628 M3 Rp 137,460.00 Rp 8,720.00 Rp 1,260.0529 Wet lean concrete (t=10 cm) M3 Rp 21,330.00 Rp 8,720.00 Rp 195.53
Satuan Unit
Harga Material Per unit
Biaya Pemesanan tiap pesan
Biaya simpan/unit tiap
bulannya
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel
mesh (t=30 cm) double
KEBUTUHAN KOTOR
No Material Kebutuhan SatuanDurasi Juli Agustus September Oktober
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A 92.77 item 2 46.39 46.395 R.C. Pipe, D = 100 cm, Type A 166.52 item 3 55.51 55.51 55.516 R.C. Pipe, D = 100 cm, Type B 66.56 item 2 33.28 33.287 R.C. Pipe, D = 100 cm, Type C 9.15 item 1 9.158 R.C. Pipe, D = 100 cm, Type D 4.58 item 1 4.589 U Ditch, DS-4 3,376.36 item 5 675.27
10 U Ditch, DS-5 31.20 item 211 U Ditch, DS-6 6,042.53 item 512 U Ditch, DS-7 474.15 item 3 158.0513 U Ditch, DS-8 39.00 item 214 U Ditch, DS-11 3,056.13 item 415 U Ditch, DS-14 185.94 item 2 764.03
16 972.91 lonjor 2 486.46 486.46
SUBGRADE17 Stabilization by limestone 20,546.73 M3 5 4,109.35
SUBBASE DAN BASE COURSE18 Sirtu Ayak 92,910.27 M3 7 13,272.90 13,272.9019 Aggregate Base Class A 48,133.07 M3 7
Concrete Pavement with steel mesh (t=30 cm) single
Concrete Pavement with steel mesh (t=30 cm) double
No Material Biaya Pembelian Material
ROAD EARTHWORK1 Free Draining Materials Rp 2,897,484,257.68 Rp 0.00 Rp 34,880.002 Granular Backfill Rp 2,766,031,066.92 Rp 0.00 Rp 34,880.003 Geotextile Sheet Rp 335,285,530.56 Rp 0.00 Rp 45,390.00DRAINAGE
4 R.C. Pipe, D = 60 cm, Type A Rp 301,944,316.52 Rp 0.00 Rp 30,260.00
5 R.C. Pipe, D = 100 cm, Type A Rp 1,172,581,200.00 Rp 0.00 Rp 45,390.00
6 R.C. Pipe, D = 100 cm, Type B Rp 499,596,000.00 Rp 0.00 Rp 30,260.00
7 R.C. Pipe, D = 100 cm, Type C Rp 75,306,750.00 Rp 0.00 Rp 15,130.00
8 R.C. Pipe, D = 100 cm, Type D Rp 63,643,387.50 Rp 0.00 Rp 15,130.00
9 U Ditch, DS-4 Rp 1,647,951,312.80 Rp 0.00 Rp 75,650.0010 U Ditch, DS-5 Rp 27,191,420.80 Rp 0.00 Rp 30,260.0011 U Ditch, DS-6 Rp 2,972,760,772.80 Rp 0.00 Rp 75,650.0012 U Ditch, DS-7 Rp 515,423,552.04 Rp 0.00 Rp 45,390.0013 U Ditch, DS-8 Rp 41,966,064.00 Rp 0.00 Rp 30,260.0014 U Ditch, DS-11 Rp 189,528,994.80 Rp 0.00 Rp 60,520.0015 U Ditch, DS-14 Rp 136,654,200.00 Rp 0.00 Rp 30,260.00
16 Rp 821,150,783.88 Rp 0.00 Rp 30,260.00
SUBGRADE17 Stabilization by limestone Rp 4,453,935,075.00 Rp 0.00 Rp 43,600.00
SUBBASE DAN BASE COURSE
18 Sirtu Ayak Rp 18,081,136,274.88 Rp 0.00 Rp 61,040.0019 Aggregate Base Class A Rp 10,247,778,811.27 Rp 0.00 Rp 61,040.00PAVEMENT20 Rp 1,691,770,179.60 Rp 0.00 Rp 52,320.00
21 Rp 475,533,962.75 Rp 0.00 Rp 43,600.00
22 Asphalt Treated Base Course Rp 21,229,768.75 Rp 0.00 Rp 43,600.00
23 Rp 5,632,619,183.00 Rp 0.00 Rp 34,880.00
24 Rp 6,062,193,375.00 Rp 0.00 Rp 26,160.00
25 Asphalt Cement Rp 26,967,824,730.00 Rp 0.00 Rp 52,320.00
26 Rp 601,385,130.00 Rp 0.00 Rp 26,160.00
27 Rp 494,723,280.00 Rp 0.00 Rp 34,880.00
28 Rp 1,586,838,240.00 Rp 0.00 Rp 34,880.00
29 Wet lean concrete (t=10 cm) Rp 495,218,610.00 Rp 0.00 Rp 26,160.00
TOTAL COSTRp 91,276,686,230.55 Rp 0.00 Rp 1,170,210.00
Holding Cost (Biaya Penyimpanan)
Setup Cost (Biaya Pemesanan)
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)Bituminous Tack Coat (Grade RC-250)
Asphalt Concrete Binder Course
Asphalt Concrete Surface Course
Concrete Pavement (t=30 cm)Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double
KEBUTUHAN BERSIH
No Pekerjaan SatuanDurasi Juni Juli Agustus September Oktober November Desember Januari Februari Maret April Mei Juni Juli Agustus
ROAD EARTHWORK1 Free Draining Materials M3 Rp 34,880.00 Rp 530,046.50 Rp 18,126,715.302 Granular Backfill M3 Rp 34,880.00 Rp 240,879.14 Rp 17,305,104.673 Geotextile Sheet roll Rp 45,390.00 Rp 1,617,853.00 Rp 3,088,580.804 R.C. Pipe, D = 60 cm, Type A item Rp 30,260.00 Rp 1,502,506.00 Rp 1,399,041.245 R.C. Pipe, D = 100 cm, Type A item Rp 45,390.00 Rp 429,270.00 Rp 10,763,791.846 R.C. Pipe, D = 100 cm, Type B item Rp 30,260.00 Rp 164,955.00 Rp 2,304,945.007 R.C. Pipe, D = 100 cm, Type C item Rp 15,130.00 Rp 1,671,878.56 Rp 15,130.008 R.C. Pipe, D = 100 cm, Type D item Rp 15,130.00 Rp 1,415,284.48 Rp 15,130.009 U Ditch, DS-4 item Rp 75,650.00 Rp 880,124.00 Rp 12,311,896.40
10 U Ditch, DS-5 item Rp 30,260.00 Rp 30,260.00 Rp 139,757.3611 U Ditch, DS-6 item Rp 75,650.00 Rp 2,316,160.37 Rp 21,830,512.7612 U Ditch, DS-7 item Rp 45,390.00 Rp 639,639.60 Rp 4,739,843.6213 U Ditch, DS-8 item Rp 30,260.00 Rp 68,728.88 Rp 207,474.4014 U Ditch, DS-11 item Rp 60,520.00 Rp 890,585.12 Rp 1,333,269.2015 U Ditch, DS-14 item Rp 30,260.00 Rp 313,119.50 Rp 641,461.75
16 lonjor Rp 30,260.00 Rp 4,164,820.25 Rp 7,542,348.10
17 Stabilization by limestone M3 Rp 43,600.00 Rp 2,904,502.00 Rp 32,679,610.0018 Sirtu Ayak M3 Rp 61,040.00 Rp 5,357,528.75 Rp 142,478,632.5019 Aggregate Base Class A M3 Rp 61,040.00 Rp 3,079,840.33 Rp 80,544,414.18
20 drum Rp 52,320.00 Rp 389,448.21 Rp 15,525,337.66
21 drum Rp 43,600.00 Rp 43,600.00 Rp 3,504,689.92
22 Asphalt Treated Base Course drum Rp 43,600.00 Rp 129,973.54 Rp 173,125.64
23 Asphalt Concrete Binder Course drum Rp 34,880.00 Rp 1,375,747.70 Rp 38,741,533.87
24 Asphalt Concrete Surface Course drum Rp 26,160.00 Rp 1,176,120.27 Rp 55,606,969.95
25 Asphalt Cement drum Rp 52,320.00 Rp 2,619,270.21 Rp 247,222,523.8626 Concrete Pavement (t=30 cm) M2 Rp 26,160.00 Rp 597,033.75 Rp 5,020,262.7527 M3 Rp 34,880.00 Rp 509,988.48 Rp 3,109,476.6428 M3 Rp 34,880.00 Rp 424,350.00 Rp 9,935,179.0029 Wet lean concrete (t=10 cm) M3 Rp 26,160.00 Rp 210,131.25 Rp 4,152,981.75
Satuan Unit
Economic Order Quantity
Fixed Period Requirement
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double
TABEL 8 BIAYA PERSEDIAAN MATERIAL
No Material Lot for Lot
ROAD EARTHWORK1 Free Draining Materials M3 Rp 34,880.00 Rp 530,046.50 Rp 18,126,715.302 Granular Backfill M3 Rp 34,880.00 Rp 240,879.14 Rp 17,305,104.673 Geotextile Sheet roll Rp 45,390.00 Rp 1,617,853.00 Rp 3,088,580.80
DRAINAGE4 R.C. Pipe, D = 60 cm, Type A item Rp 30,260.00 Rp 1,502,506.00 Rp 1,399,041.245 R.C. Pipe, D = 100 cm, Type A item Rp 45,390.00 Rp 429,270.00 Rp 10,763,791.846 R.C. Pipe, D = 100 cm, Type B item Rp 30,260.00 Rp 164,955.00 Rp 2,304,945.007 R.C. Pipe, D = 100 cm, Type C item Rp 15,130.00 Rp 1,671,878.56 Rp 15,130.008 R.C. Pipe, D = 100 cm, Type D item Rp 15,130.00 Rp 1,415,284.48 Rp 15,130.009 U Ditch, DS-4 item Rp 75,650.00 Rp 880,124.00 Rp 12,311,896.40
10 U Ditch, DS-5 item Rp 30,260.00 Rp 30,260.00 Rp 139,757.3611 U Ditch, DS-6 item Rp 75,650.00 Rp 2,316,160.37 Rp 21,830,512.7612 U Ditch, DS-7 item Rp 45,390.00 Rp 639,639.60 Rp 4,739,843.6213 U Ditch, DS-8 item Rp 30,260.00 Rp 68,728.88 Rp 207,474.4014 U Ditch, DS-11 item Rp 60,520.00 Rp 890,585.12 Rp 1,333,269.2015 U Ditch, DS-14 item Rp 30,260.00 Rp 313,119.50 Rp 641,461.75
16 lonjor Rp 30,260.00 Rp 4,164,820.25 Rp 7,542,348.10
SUBGRADE17 Stabilization by limestone M3 Rp 43,600.00 Rp 2,904,502.00 Rp 32,679,610.00
SUBBASE DAN BASE COURSE18 Sirtu Ayak M3 Rp 61,040.00 Rp 5,357,528.75 Rp 142,478,632.5019 Aggregate Base Class A M3 Rp 61,040.00 Rp 3,079,840.33 Rp 80,544,414.18
PAVEMENT
20 drum Rp 52,320.00 Rp 389,448.21 Rp 15,525,337.66
21 drum Rp 43,600.00 Rp 43,600.00 Rp 3,504,689.92
22 Asphalt Treated Base Course drum Rp 43,600.00 Rp 129,973.54 Rp 173,125.64
23 Asphalt Concrete Binder Course drum Rp 34,880.00 Rp 1,375,747.70 Rp 38,741,533.87
24 Asphalt Concrete Surface Course drum Rp 26,160.00 Rp 1,176,120.27 Rp 55,606,969.95
25 Asphalt Cement drum Rp 52,320.00 Rp 2,619,270.21 Rp 247,222,523.8626 Concrete Pavement (t=30 cm) M2 Rp 26,160.00 Rp 597,033.75 Rp 5,020,262.7527 M3 Rp 34,880.00 Rp 509,988.48 Rp 3,109,476.6428 M3 Rp 34,880.00 Rp 424,350.00 Rp 9,935,179.0029 Wet lean concrete (t=10 cm) M3 Rp 26,160.00 Rp 210,131.25 Rp 4,152,981.75
Satuan Unit
Economic Order Quantity
Fixed Period Requirement
Perforated Pipe for Subsurface Drainage Works
Bituminous Prime Coat (Grade MC-70 or RC-250)
Bituminous Tack Coat (Grade RC-250)
Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double