sesi 3.xlsx

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

(bulan) 2013 2014ROAD EARTHWORK

1 Free Draining Materials 17930 M3 42 Granular Backfill 10906 M3 43 Geotextile Sheet 11979 M2 3

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

22 Asphalt Treated Base Course 54,679 ton 5

23 Asphalt Concrete Binder Course 14,231 ton 4

24 Asphalt Concrete Surface Course 14,857 ton 3

25 Asphalt Cement 4,291 ton 626 Concrete Pavement (t=30 cm) 1,797 M2 3

27 1,249 M2 4

28 3,352 M2 4

29 Wet lean concrete (t=10 cm) 6,716 M2 3

DRAINASE (DRAINAGE)





Jadwal Rencana Pekerjaan

Agustus

2014

TABEL 3 KUANTITAS RENCANA PEKERJAAN PER PERIODE

No Material Volume SatuanDurasi(bulan)

ROAD EARTHWORK1 Free Draining Materials 17,930 M3 4 4,482.502 Granular Backfill 10,906 M3 4 2,726.503 Geotextile Sheet 11,979 M2 3 3,993.00

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

25 Asphalt Cement 4,291 ton 6 715.17

26 Concrete Pavement (t=30 cm) 1,797 M2 3 599.00

27 1,249 M2 4 312.25

28 3,352 M2 4 838.00

29 Wet lean concrete (t=10 cm) 6,716 M2 3 2,238.67

Kuantitas Pekerjaan Tiap Periode






TABEL 4 JADWAL INDUK PRODUKSI RENCANA

No Material Volume SatuanDurasi Juli Agustus September Oktober November Desember Januari Februari Maret April


1 Free Draining Materials 17,930 M3 4 4,482.50 4,482.50 4,482.50 4,482.502 Granular Backfill 10,906 M3 4 2,726.50 2,726.50 2,726.50 2,726.503 Geotextile Sheet 11,979 M2 3 3,993.00 3,993.00 3,993.00

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

16 5,651 M 2 2,825.50 2,825.50

SUBGRADE17 Stabilization by limestone 19,329 M3 5 3,865.80 3,865.80 3,865.80 3,865.80 3,865.80

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

21 Bituminous Tack Coat (Grade RC-250) 57,599 kg 5 11,519.80 11,519.80 11,519.80

22 Asphalt Treated Base Course 54,679 ton 5 10,935.80 10,935.80 10,935.80 10,935.80

23 Asphalt Concrete Binder Course 14,231 ton 4 3,557.75 3,557.75 3,557.75

24 Asphalt Concrete Surface Course 14,857 ton 3 4,952.33

25 Asphalt Cement 4,291 ton 6 715.17 715.17 715.17 715.1726 Concrete Pavement (t=30 cm) 1,797 M2 3 599.00 599.00

27 1,249 M2 4

28 3,352 M2 4

29 Wet lean concrete (t=10 cm) 6,716 M2 3 2,238.67





TABEL 4 JADWAL INDUK PRODUKSI RENCANA

Mei Juni Juli Agustus

2014

5,880.57

30,960.33

11,519.80 11,519.80

10,935.80

3,557.75

4,952.33 4,952.33

715.17 715.17599.00

312.25 312.25 312.25 312.25

838.00 838.00 838.00 838.00

2,238.67 2,238.67

No Material Volume Satuan

ROAD EARTHWORK1 Free Draining Materials 17,930 M32 Granular Backfill 10,906 M33 Geotextile Sheet 11,979 M2

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






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





TABEL 6 HARGA MATERIAL PER UNIT

No Material Volume 1 Volume 2 Volume 3 Satuan Pemesanan Jumlah Kebutuhan

ROAD EARTHWORK1 Free Draining Materials 17930.00 M3 1.1 19,723.00 0.063 20,965.55 M3 1 M3 = 1 M3 20,965.55 M32 Granular Backfill 10906.00 M3 1.1 11,996.60 0.063 12,752.39 M3 1 M3 = 1 M3 12,752.39 M33 Geotextile Sheet 11979.00 M2 1 11,979.00 - 11,979.00 M2 1 roll = 24 M2 499.13 roll

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

27 Concrete Pavement with steel mesh (t=30 cm) single 1249.00 M2 1 1,249.00 - 1,249.00 M2 1 M2 = 0.3 M3 4,163.33 M228 3352.00 M2 1 3,352.00 - 3,352.00 M2 1 M2 = 0.3 M3 11,173.33 M229 Wet lean concrete (t=10 cm) 6716.00 M2 1 6,716.00 - 6,716.00 M2 1 M2 = 0.3 M3 22,386.67 M2

Koefisien Penyusutan

Koefisien Kehilangan

(Curah)


TABEL 6 HARGA MATERIAL PER UNIT

Volume 4

- 20,965.55 M3- 12,752.39 M3

0.033 515.60 roll

0.04 92.77 item0.033 166.52 item0.04 66.56 item0.04 9.15 item0.04 4.58 item

0.033 3,376.36 item0.04 31.20 item

0.033 6,042.53 item0.033 474.15 item0.04 39.00 item

0.033 3,056.13 item0.033 185.94 item0.033 972.91 lonjor

- 20,546.73 M3

- 92,910.27 M3- 48,133.07 M3

0.033 1,238.01drum

0.033 383.87 drum0.033 364,409.08 drum0.033 94,842.73 drum0.033 99,014.72 drum0.033 28,597.44 drum0.033 6,187.67 M20.033 4,300.72 M20.033 11,542.05 M20.033 23,125.43 M2

Koefisien Kehilangan (Kemasan)

TABEL 6 HARGA PEMBELIAN

No Material Harga Satuan Lokasi Supplier

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







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



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





TABEL 7 BIAYA PEMESANAN MATERIAL

Rp 8,720.00Rp 8,720.00Rp 15,130.00

Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00Rp 15,130.00

Rp 15,130.00

Rp 8,720.00

Rp 8,720.00Rp 8,720.00

Rp 8,720.00

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

Suku Bunga

TahunanBiaya simpan/unit

tiap bulannya

TABEL 8 BIAYA PENYIMPANAN MATERIAL

1,266.711,987.715,956.30

29,444.9263,980.1367,347.5069,031.19

116,679.544,469.307,789.214,507.919,905.069,617.22

567.766,734.757,728.15

1,986.75

1,788.751,951.39

12,486.2311,322.24

533.17544.39561.23

8,642.93890.73

1,053.66

1,260.05195.53

Biaya simpan/unit tiap bulannya

TABEL 8 BIAYA PERSEDIAAN MATERIAL

No Material

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




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

(bulan) 2013ROAD EARTHWORK

1 Free Draining Materials 20,965.55 M3 4 5,241.39 5,241.39 5,241.392 Granular Backfill 12,752.39 M3 4 3,188.103 Geotextile Sheet 515.60 roll 3 171.87 171.87

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

PAVEMENT

20 1,238.02 drum 6

21 Bituminous Tack Coat (Grade RC-250) 383.87 drum 5

22 Asphalt Treated Base Course 364,409.08 drum 5

23 Asphalt Concrete Binder Course 94,842.73 drum 4

24 Asphalt Concrete Surface Course 99,014.72 drum 3

25 Asphalt Cement 28,597.44 drum 626 Concrete Pavement (t=30 cm) 6,187.67 M2 3

27 4,300.72 M3 4

28 11,542.05 M3 4

29 Wet lean concrete (t=10 cm) 23,125.43 M3 3





KEBUTUHAN KOTOR

November Desember Januari Februari Maret April Mei Juni Juli Agustus

2013 2014

5,241.393,188.10 3,188.10 3,188.10171.87

675.27 675.27 675.27 675.2715.60 15.60

1,208.51 1,208.51 1,208.51 1,208.51 1,208.51158.05 158.0519.50 19.50

764.03 764.03 764.03 764.03764.03

4,109.35 4,109.35 4,109.35 4,109.35

13,272.90 13,272.90 13,272.90 13,272.90 13,272.906,876.15 6,876.15 6,876.15 6,876.15 6,876.15 6,876.15 6,876.15

206.34 206.34 206.34 206.34 206.34 206.34

76.77 76.77 76.77 76.77 76.77

72,881.82 72,881.82 72,881.82 72,881.82 72,881.82

23,710.68 23,710.68 23,710.68 23,710.68

33,004.91 33,004.91 33,004.91

4,766.24 4,766.24 4,766.24 4,766.24 4,766.24 4,766.242,062.56 2,062.56 2,062.56

1,075.18 1,075.18 1,075.18 1,075.18

2,885.51 2,885.51 2,885.51 2,885.51

7,708.48 7,708.48 7,708.48

KEBUTUHAN BERSIH

No Material Kebutuhan SatuanDurasi Juli Agustus September Oktober November Desember Januari Februari Maret April Mei Juni Juli Agustus


1Free Draining Materials

20,965.55 M3 45,241.39 5,241.39 5,241.39 5,241.39

Persediaan 0 0 0 0Kebutuhan Bersih (dibulatkan) 5,242 5,242 5,242 5,242

2Granular Backfill

12,752.39 M3 43,188.10 3,188.10 3,188.10 3,188.10

Persediaan 0 0 0 0Kebutuhan Bersih (dibulatkan) 3,189 3,189 3,189 3,189

3Geotextile Sheet

515.60 roll 3171.87 171.87 171.87

Persediaan 0 0 0Kebutuhan Bersih (dibulatkan) 172 172 172

DRAINAGE

4R.C. Pipe, D = 60 cm, Type A

92.77 item 246.39 46.39

Persediaan 0 0Kebutuhan Bersih (dibulatkan) 47 47

5R.C. Pipe, D = 100 cm, Type A

166.52 item 355.51 55.51 55.51

Persediaan 0 0 0Kebutuhan Bersih (dibulatkan) 56 56 56

6R.C. Pipe, D = 100 cm, Type B

66.56 item 233.28 33.28


7R.C. Pipe, D = 100 cm, Type C

9.15 item 19.15

Persediaan 0Kebutuhan Bersih (dibulatkan) 10

8R.C. Pipe, D = 100 cm, Type D

4.58 item 14.58

Persediaan 0Kebutuhan Bersih (dibulatkan) 5

9U Ditch, DS-4

3,376.36 item 5675.27 675.27 675.27 675.27 675.27

Persediaan 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 676 676 676 676 676

10U Ditch, DS-5

31.20 item 215.60 15.60

Persediaan 0.00 0.00Kebutuhan Bersih (dibulatkan) 16 16

11U Ditch, DS-6

6,042.53 item 51,208.51 1,208.51 1,208.51 1,208.51 1,208.51

Persediaan 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 1,209 1,209 1,209 1,209 1,209

12U Ditch, DS-7

474.15 item 3158.05 158.05 158.05

Persediaan 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 159 159 159

13U Ditch, DS-8

39.00 item 219.50 19.50


14U Ditch, DS-11

3,056.13 item 4764.03 764.03 764.03 764.03

Persediaan 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 765 765 765 765

15U Ditch, DS-14

185.94 item 292.97 92.97


16 972.91 lonjor 2486.46 486.46



SUBGRADE

17Stabilization by limestone

20,546.73 M3 54,109.35 4,109.35 4,109.35 4,109.35 4,109.35

Persediaan 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 4,110 4,110 4,110 4,110 4,110

SUBBASE DAN BASE COURSE

18Sirtu Ayak

92,910.27 M3 713,272.90 13,272.90 13,272.90 13,272.90 13,272.90 13,272.90 13,272.90

Persediaan 0 0.00 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 13,273 13,273 13,273 13,273 13,273 13,273 13,273

19Aggregate Base Class A

48,133.07 M3 76,876.15 6,876.15 6,876.15 6,876.15 6,876.15 6,876.15 6,876.15

Persediaan 0.00 0.00 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 6,877 6,877 6,877 6,877 6,877 6,877 6,877

PAVEMENT

20 1,238.02 drum 6206.34 206.34 206.34 206.34 206.34 206.34

Persediaan 0.00 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 207 207 207 207 207 207

21Bituminous Tack Coat (Grade RC-250)

383.87 drum 576.77 76.77 76.77 76.77 76.77


22Asphalt Treated Base Course

364,409.08 drum 572,881.82 72,881.82 72,881.82 72,881.82 72,881.82


23Asphalt Concrete Binder Course

94,842.73 drum 423,710.68 23,710.68 23,710.68 23,710.68

Persediaan 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 23,711 23,711 23,711 23,711

24Asphalt Concrete Surface Course

99,014.72 drum 333,004.91 33,004.91 33,004.91

Persediaan 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 33,005 33,005 33,005

25Asphalt Cement

28,597.44 drum 64,766.24 4,766.24 4,766.24 4,766.24 4,766.24 4,766.24

Persediaan 0.00 0.00 0.00 0.00 0.00 0.00Kebutuhan Bersih (dibulatkan) 4,767 4,767 4,767 4,767 4,767 4,767

26Concrete Pavement (t=30 cm)

6,187.67 M2 32,062.56 2,062.56 2,062.56


27 4,300.72 M3 41,075.18 1,075.18 1,075.18 1,075.18


28 11,542.05 M3 42,885.51 2,885.51 2,885.51 2,885.51


29Wet lean concrete (t=10 cm)

23,215.43 M3 37,738.48 7,738.48 7,738.48





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


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)


Bituminous Prime Coat (Grade MC-70 or RC-250)Bituminous Tack Coat (Grade RC-250)

Asphalt Concrete Binder 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


1 Free Draining Materials M3 4

Demand 5,242 5,242 5,242 5,242Inventory 138 7 145 14 14 14 14 14 14 14 14 14 14Order Receipt 5,380 5,111 5,380 5,111Order Release 5,380 5,111 5,380 5,111

2 Granular Backfill M3 4

Demand 3,189 3,189 3,189 3,189Inventory 3 6 9 12 12 12 12 12 12 12 12Order Receipt 3,192 3,192 3,192 3,192Order Release 3,192 3,192 3,192 3,192

3 Geotextile Sheet roll 3

Demand 172 172 172Inventory 8 16 24 24 24 24 24 24 24 24 24 24Order Receipt 180 180 180Order Release 180 180 180

DRAINAGE

4 R.C. Pipe, D = 60 cm, Type A item 2

Demand 47 47Inventory 2 4 4 4 4 4 4 4 4 4 4 4 4Order Receipt 49 49

Order Release 49 49


Demand 56 56 56Inventory 4 2 0 0 0 0 0 0 0 0 0 0 0 0

Order Receipt 60 54 54

Order Release 60 54 54

6 R.C. Pipe, D = 100 cm, Type B item 2

Demand 34 34Inventory 2 0 0 0 0 0 0 0 0 0 0 0 0 0

Order Receipt 36 32

Order Release 36 32

7 R.C. Pipe, D = 100 cm, Type C item 1

Demand 10

Inventory 2 2 2 2 2 2 2 2 2 2 2 2

Order Receipt 12

Order Release 12

8 R.C. Pipe, D = 100 cm, Type D item 1

Demand 5Inventory 1 1 1 1 1 1 1 1 1 1 1 1Order Receipt 6Order Release 6

9 U Ditch, DS-4 item 5

Demand 676 676 676 676 676Inventory 4 8 12 16 20 20 20 20 20 20 20Order Receipt 680 680 680 680 680Order Release 680 680 680 680 680


Demand 16 16Inventory 0 0 0 0 0 0 0 0 0 0Order Receipt 16 16Order Release 16 16


Demand 1,209 1,209 1,209 1,209 1,209

Inventory 65 39 13 78 52 52 52 52 52 52

Order Receipt 1,274 1,183 1,183 1,274 1,183

Order Release 1,274 1,183 1,183 1,274 1,183


Demand 159 159 159

Inventory 2 4 6 6 6 6 6 6 6 6 6






Demand 765 765 765 765Inventory 43 86 129 172 172 172 172 172 172 172Order Receipt 808 808 808 808Order Release 808 808 808 808


Demand 93 93Inventory 12 3 3 3 3 3 3 3 3 3 3Order Receipt 105 84Order Release 105 84

16 lonjor 2

Demand 487 487Inventory 41 38 38 38 38 38 38 38 38 38 38 38 38

Order Receipt 528 484

Order Release 528 484SUBGRADE

17 Stabilization by limestone M3 5

Demand 4,110 4,110 4,110 4,110 4,110Inventory 70 140 20 90 160 160 160 160 160 160 160Order Receipt 4,180 4,180 3,990 4,180 4,180Order Release 4,180 4,180 3,990 4,180 4,180


18 Sirtu Ayak M3 7

Demand 13,273 13,273 13,273 13,273 13,273 13,273 13,273Inventory 47 94 141 188 235 282 329 329 329 329 329 329Order Receipt 13,320 13,320 13,320 13,320 13,320 13,320 13,320Order Release 13,320 13,320 13,320 13,320 13,320 13,320 13,320

19 Aggregate Base Class A M3 7

Demand 6,877 6,877 6,877 6,877 6,877 6,877 6,877Inventory 67 134 201 20 87 154 221 221 221 221Order Receipt 6,944 6,944 6,944 6,696 6,944 6,944 6,944Order Release 6,944 6,944 6,944 6,696 6,944 6,944 6,944

PAVEMENT

20 drum 6

Demand 207 207 207 207 207 207Inventory 9 0 9 0 9 0 0 0 0Order Receipt 216 198 216 198 216 198Order Release 216 198 216 198 216 198

21 Bituminous Tack Coat (Grade RC-250) drum 5

Demand 77 77 77 77 77

Inventory 0 0 0 0 0 0 0

Order Receipt 77 77 77 77 77Order Release 77 77 77 77 77

22 Asphalt Treated Base Course drum 5

Demand 73 73 73 73 73Inventory 25 1 26 2 27 27 27 27Order Receipt 98 49 98 49 98Order Release 98 49 98 49 98

23 Asphalt Concrete Binder Course drum 4

Demand 23,711 23,711 23,711 23,711Inventory 705 538 371 204 204 204 204Order Receipt 24,416 23,544 23,544 23,544Order Release 24,416 23,544 23,544 23,544

24 Asphalt Concrete Surface Course drum 3

Demand 33,005 33,005 33,005Inventory 424 848 259 259 259Order Receipt 33,429 33,429 32,416Order Release 33,429 33,429 32,416

25 Asphalt Cement drum 6

Demand 4,767 4,767 4,767 4,767 4,767 4,767Inventory 84 69 54 39 24 9 9 9Order Receipt 4,851 4,752 4,752 4,752 4,752 4,752Order Release 4,851 4,752 4,752 4,752 4,752 4,752

26 Concrete Pavement (t=30 cm) M2 3

Demand 2,063 2,063 2,063Inventory 47 94 141 141 141 141Order Receipt 2,110 2,110 2,110

Order Release 2,110 2,110 2,110

27 Concrete Pavement with steel mesh (t=30 cm) single M3 4

Demand 1,076 1,076 1,076 1,076Inventory 130 126 122 118Order Receipt 1,206 1,072 1,072 1,072Order Release 1,206 1,072 1,072 1,072

28Concrete Pavement with steel mesh (t=30 cm) double M4 4

Demand 2,886 2,886 2,886 2,886



KEBUTUHAN BERSIH

No Pekerjaan SatuanDurasi Juni Juli Agustus September Oktober November Desember Januari Februari Maret April Mei Juni Juli Agustus


1 Free Draining Materials M3 4

Demand 5,242 5,242 5,242 5,242Inventory 10,484 5,242 0 0 0 0 0 0 0 0 0 0 0Order Receipt 15,726 0 0 5,242Order Release 15,726 0 0 5,242

2 Granular Backfill M3 4

Demand 3,189 3,189 3,189 3,189Inventory 6,378 3,189 0 0 0 0 0 0 0 0 0Order Receipt 9,567 0 0 3,189Order Release 9,567 0 0 3,189

3 Geotextile Sheet roll 3

Demand 172 172 172Inventory 344 172 0 0 0 0 0 0 0 0 0 0Order Receipt 516 0 0Order Release 516 0 0

DRAINAGE


Demand 47 47Inventory 47 0 0 0 0 0 0 0 0 0 0 0 0Order Receipt 94 0

Order Release 94 0


Demand 56 56 56

Inventory 112 56 0 0 0 0 0 0 0 0 0 0 0 0



6 R.C. Pipe, D = 100 cm, Type B item 2

Demand 34 34Inventory 34 0 0 0 0 0 0 0 0 0 0 0 0 0

Order Receipt 68 0

Order Release 68 0

7 R.C. Pipe, D = 100 cm, Type C item 1

Demand 10Inventory 0 0 0 0 0 0 0 0 0 0 0 0Order Receipt 10Order Release 10

8 R.C. Pipe, D = 100 cm, Type D item 1

Demand 5

Inventory 0 0 0 0 0 0 0 0 0 0 0 0

Order Receipt 5

Order Release 5


Demand 676 676 676 676 676Inventory 1,352 676 0 676 0 0 0 0 0 0 0Order Receipt 2,028 0 0 1,352 0Order Release 2,028 0 0 1,352 0




Demand 1,209 1,209 1,209 1,209 1,209

Inventory 2,418 1,209 0 1,209 0 0 0 0 0 0Order Receipt 3,627 0 0 2,418 0Order Release 3,627 0 0 2,418 0


Demand 159 159 159Inventory 318 159 0Order Receipt 477 0 0Order Release 477 0 0


Demand 20 20Inventory 20 0 0 0 0 0 0 0 0 0Order Receipt 40 0

Order Release 40 0


Demand 765 765 765 765Inventory 1,530 765 0 0 0 0 0 0 0 0Order Receipt 2,295 0 0 765Order Release 2,295 0 0 765


Demand 93 93Inventory 93 0 0 0 0 0 0 0 0 0 0

Order Receipt 186 0

Order Release 186 0

16 Perforated Pipe for Subsurface Drainage Works lonjor 2

Demand 487 487Inventory 487 0 0 0 0 0 0 0 0 0 0 0 0

Order Receipt 974 0

Order Release 974 0SUBGRADE

17 Stabilization by limestone M3 5

Demand 4,110 4,110 4,110 4,110 4,110

Inventory 8,220 4,110 0 4,110 0 0 0 0 0 0 0

Order Receipt 12,330 0 0 8,220 0Order Release 12,330 0 0 8,220 0 0


18 Sirtu Ayak M3 7

Demand 13,273 13,273 13,273 13,273 13,273 13,273 13,273Inventory 26,546 13,273 0 26,546 13,273 0 0 0 0 0 0 0Order Receipt 39,819 0 0 39,819 0 0 13,273Order Release 39,819 0 0 39,819 0 0 13,273

19 Aggregate Base Class A M3 7

Demand 6,877 6,877 6,877 6,877 6,877 6,877 6,877Inventory 13,754 6,877 0 13,754 6,877 0 0 0 0 0Order Receipt 20,631 0 0 20,631 0 0 6,877Order Release 20,631 0 0 20,631 0 0 6,877

PAVEMENT

20 Bituminous Prime Coat (Grade MC-70 or RC-250) drum 6

Demand 207 207 207 207 207 207Inventory 414 207 0 414 207 0 0 0 0Order Receipt 621 0 0 621 0 0Order Release 621 0 0 621 0 0

21 Bituminous Tack Coat (Grade RC-250) drum 5

Demand 77 77 77 77 77

Inventory 154 77 0 77 0

Order Receipt 231 0 0 154 0Order Release 231 0 0 154 0

22 Asphalt Treated Base Course drum 5

Demand 73 73 73 73 73Inventory 146 73 0 73 0 0 0 0Order Receipt 219 0 0 146 0Order Release 219 0 0 146 0

23 Asphalt Concrete Binder Course drum 4

Demand 23,711 23,711 23,711 23,711Inventory 47,422 23,711 0 0 0 0 0Order Receipt 71,133 0 0 23,711Order Release 71,133 0 0 23,711

24 Asphalt Concrete Surface Course drum 3

Demand 33,005 33,005 33,005Inventory 66,010 33,005 0 0 0Order Receipt 99,015 0 0Order Release 99,015 0 0

25 Asphalt Cement drum 6

Demand 4,767 4,767 4,767 4,767 4,767 4,767Inventory 9,534 4,767 0 9,534 4,767 0 0 0Order Receipt 14,301 0 0 14,301 0 0Order Release 14,301 0 0 14,301 0 0

26 Concrete Pavement (t=30 cm) M2 3

Demand 2,063 2,063 2,063Inventory 4,126 2,063 0 0 0 0Order Receipt 6,189 0 0

Order Release 6,189 0 0

27 M3 4

Demand 1,076 1,076 1,076 1,076Inventory 2,152 1,076 0 0Order Receipt 3,228 0 0 1,076Order Release 3,228 0 0 1,076

28 Concrete Pavement with steel mesh (t=30 cm) double M4 4

Demand 2,886 2,886 2,886 2,886


8720 1151.55

kebut period guna pesan simpan 1222.4 16 13.9 6850 74.9 50.42278 91.45527 1271.228

1110.7 16 6850 13.86 261.9492898.8 16 5250 7.48 280.8118

5242 8720 23.89041 1956.185 365 191333020968 4 5242 8720 23.90137 1955.737

9673.021 Rp 4145.58 37.85918

2542.457 50.422780 00 00 0

3826660 1956.185


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 3,088,580.804 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




Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double


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




Concrete Pavement with steel mesh (t=30 cm) single Concrete Pavement with steel mesh (t=30 cm) double

sesi 3.xlsx

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