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Perhitungan Timbunan & Galian Ket 1 persegi 2 segitiga 3 trapesium Sta 3 3 3 3 3 3 3 3 3 3 Keterangan No pias 1 ( 0.56 2 ( 0.345 3 ( 0.385 4 ( 0.296 5 ( 0.399 6 ( 0.337 7 ( 0.297 8 ( 0.358 9 ( 0.602 10 ( 0.442 total timbunan Dimensi (m) 0.345 ) / 0.385 ) / 0.296 ) / 0.399 ) / 0.337 ) / 0.297 ) / 0.358 ) / 0.602 ) / 0.442 ) / 0.186 ) / Luas (m2) 0.181 0.1095 0.10215 0.86875 0.92 0.1585 0.03275 0.288 0.4698 0.314 3.13045

0 + 000

timbunan

+ + + + + + + + + +

2 2 2 2 2 2 2 2 2 2

x x x x x x x x x x

0.4 0.3 0.3 2.5 2.5 0.5 0.1 0.6 0.9 1

Sta 3 3 3 3 3 3 3 3 3

Keterangan galian

0 + 050

timbunan

No pias 1 2 3 4 5 6 7 8 9

( ( ( ( ( ( ( ( (

galian

Dimensi (m) 1.274 + 0.431 ) / 0.431 + 0.471 ) / 0.471 + 0.472 ) / 0.538 + 0.375 ) / 0.375 + 0.376 ) / 0.376 + 0.354 ) / 0.354 + 0.545 ) / 0.545 + 0.596 ) / total timbunan 0.596 + 0.712 ) / total galian

2 2 2 2 2 2 2 2

x x x x x x x x

0.85 0.5 0.25 0.2 0.7 2.5 1 0.7

2 x 0.7

Luas (m2) 0.724625 0.2255 0.117875 0.0913 0.26285 0.9125 0.4495 0.39935 2.458875 0.4578 1.182425

Sta 3 3 3 3 3 3 3 3 3

Keterangan

0 + 100

timbunan

No pias 1 ( 0.107 2 ( 0.482 3 ( 0.506 4 ( 0.359 5 ( 0.316 6 ( 0.936 7 ( 0.511 8 ( 0.631 9 ( 0.611 total timbunan

+ + + + + + + + +

Dimensi (m) 0.482 ) / 0.506 ) / 0.359 ) / 0.316 ) / 0.936 ) / 0.511 ) / 0.631 ) / 0.611 ) / 0.292 ) /

2 2 2 2 2 2 2 2 2

x x x x x x x x x

0.5 0.85 0.5 1.1 2.5 1.1 0.3 0.3 0.3

Luas (m2) 0.14725 0.4199 0.21625 0.37125 1.565 0.79585 0.1713 0.1863 0.13545 4.00855

Sta 3 3 3 3 3 3 3 3 3

Keterangan

0 + 150

timbunan


+ + + + + + + + +

Dimensi (m) 0.277 ) / 0.323 ) / 0.467 ) / 0.54 ) / 0.67 ) / 0.631 ) / 0.317 ) / 0.33 ) / 0.661 ) /

2 2 2 2 2 2 2 2 2

x x x x x x x x x

1 2 2.7 0.8 0.3 0.4 0.4 1 1.2

Luas (m2) 0.342 0.6 1.0665 0.4028 0.1815 0.2602 0.1896 0.3235 0.5946 3.9607

Sta 3 3 3 3 3 3 3 3 3

Keterangan

0 + 182

timbunan


+ + + + + + + + +

Dimensi (m) 0.595 ) / 0.589 ) / 0.408 ) / 0.529 ) / 0.371 ) / 0.47 ) / 0.568 ) / 0.535 ) / 0.12 ) /

2 2 2 2 2 2 2 2 2

x x x x x x x x x

0.5 0.4 0.5 1 2.8 0.9 0.4 0.5 0.5

Luas (m2) 0.38625 0.2368 0.24925 0.4685 1.26 0.37845 0.2076 0.27575 0.16375 3.62635

Sta 3 3 3 3 3 3 3 3

Keterangan

0 + 226

timbunan

No pias 1 ( 0.094 2 ( 0.522 3 ( 0.611 4 ( 0.308 5 ( 0.329 6 ( 0.541 7 ( 0.694 8 ( 0.68 total timbunan

+ + + + + + + +

Dimensi (m) 0.522 ) / 0.611 ) / 0.308 ) / 0.329 ) / 0.541 ) / 0.694 ) / 0.68 ) / 0.423 ) /

2 2 2 2 2 2 2 2

x x x x x x x x

0.5 0.4 1 2.8 1 0.5 0.3 0.5

Luas (m2) 0.154 0.2266 0.4595 0.8918 0.435 0.30875 0.2061 0.27575 2.9575

Sta 3 3 3 3 3 3 3 3 3

Keterangan galian

0 + 263

timbunan

No pias 1 ( 0.085 2 ( 0.556 3 ( 0.6 4 ( 0.496 5 ( 0.399 6 ( 0.339 7 ( 0.347 8 ( 0.692 9 ( 0.692 total timbunan total galian

+ + + + + + + + +

Dimensi (m) 0.556 ) / 0.6 ) / 0.496 ) / 0.399 ) / 0.339 ) / 0.347 ) / 0.692 ) / 0.692 ) / 0.5 ) /

2 2 2 2 2 2 2 2 2

x x x x x x x x x

0.5 0.5 0.4 0.8 2.8 1.3 0.4 0.3 0.4

Luas (m2) 0.16025 0.289 0.2192 0.358 1.0332 0.4459 0.2078 0.2076 0.2384 2.9991 0.16025

Sta 3 3 3 3 3 3 3 3

Keterangan

0 + 308

timbunan

No pias 1 ( 0.574 2 ( 0.745 3 ( 0.753 4 ( 0.514 5 ( 0.395 6 ( 0.295 7 ( 0.35 8 ( 0.47 total timbunan

+ + + + + + + +

Dimensi (m) 0.745 ) / 0.753 ) / 0.514 ) / 0.395 ) / 0.295 ) / 0.35 ) / 0.47 ) / 0.151 ) /

2 2 2 2 2 2 2 2

x x x x x x x x

0.4 0.4 0.6 1.1 2.8 0.9 0.3 0.4

Luas (m2) 0.2638 0.2996 0.3801 0.49995 0.966 0.29025 0.123 0.1242 2.9469

Sta 3 3 3 3 3 3

Keterangan

0 +358

timbunan

No pias 1 ( 0.53 2 ( 0.668 3 ( 0.703 4 ( 0.344 5 ( 0.326 6 ( 0.291 total timbunan

+ + + + + +

Dimensi (m) 0.668 ) / 0.703 ) / 0.344 ) / 0.326 ) / 0.291 ) / 0.279 ) /

2 2 2 2 2 2

x x x x x x

0.5 0.4 1.2 2.5 1 0.5

Luas (m2) 0.2995 0.2742 0.6282 0.8375 0.3085 0.1425 2.4904

Sta 3 3 3 3 3 3 3

Keterangan

0 + 408

timbunan

No pias 1 ( 0.216 2 ( 0.649 3 ( 0.666 4 ( 0.494 5 ( 0.413 6 ( 0.32 7 ( 0.602 total timbunan

+ + + + + + +

Dimensi (m) 0.649 ) / 0.666 ) / 0.494 ) / 0.413 ) / 0.32 ) / 0.602 ) / 0.098 ) /

2 2 2 2 2 2 2

x x x x x x x

0.4 0.3 0.4 0.8 2.5 1.3 0.4

Luas (m2) 0.173 0.19725 0.232 0.3628 0.91625 0.5993 0.14 2.6206

Sta 3 3 3 3 3

Keterangan

0 + 458

timbunan

No pias 1 ( 0.538 2 ( 0.593 3 ( 0.384 4 ( 0.303 5 ( 0.324 total timbunan

+ + + + +

Dimensi (m) 0.593 ) / 0.384 ) / 0.303 ) / 0.324 ) / 0.329 ) /

2 2 2 2 2

x x x x x

0.7 1 2.8 1.85 0.5

Luas (m2) 0.39585 0.4885 0.9618 0.579975 0.16325 2.589375

Sta 3 3 3 3

Keterangan

0 +524

timbunan

No pias 1 ( 0.363 2 ( 0.372 3 ( 0.372 4 ( 0.278 total timbunan

+ + + +

Dimensi (m) 0.372 ) / 0.372 ) / 0.278 ) / 0.213 ) /

2 2 2 2

x x x x

2.4 3 1.2 0.5

Luas (m2) 0.882 1.116 0.39 0.12275 2.51075

Sta 3 3 3 3 3 3 3 3

Keterangan

timbunan 0 + 574

No pias 1 2 3 4 5 6 7

galian

Dimensi (m) ( 0.362 + 0.812 ) / ( 0.812 + 0.832 ) / ( 0.832 + 0.216 ) / ( 0.216 + 0.363 ) / ( 0.363 + 0.194 ) / ( 0.194 + 0.526 ) / total timbunan ( 0.526 + 0.034 ) / total galian

2 2 2 2 2 2

x x x x x x

0.2 0.4 0.2 1.1 4.1 0.4

2 x 0.1

Luas (m2) 0.1174 0.3288 0.1048 0.31845 1.14185 0.144 2.1553 0.028 0.028

Sta 3 3 3 3 3

Keterangan

0 + 624

timbunan

No pias 1 ( 0.489 2 ( 0.489 3 ( 0.499 4 ( 0.324 5 ( 0.425 total timbunan

x + + + +

Dimensi (m) 0.489 ) 0.499 ) / 0.324 ) / 0.425 ) / 0.419 ) /

2 2 2 2

x x x x

1.6 2.6 1.4 0.4

Luas (m2) 0.239121 0.7904 1.0699 0.5243 0.1688 2.792521

lian

Perhitungan Total Timbunan & Galian

Sta (m) 0 0 0 0 0 0 0 0 0 0 0 0 0 0 + + + + + + + + + + + + + + 0 50 100 150 182 226 263 308 358 408 458 524 574 624 -

Luas (m2) Galian Timbunan 3.130

Luas Rata-Rata (m2) Galian 0.591 Timbunan 2.795 3.234 3.985 3.794 3.292 2.978 2.973 2.719 2.556 2.605 2.550 2.333 2.474

Jarak (m) 50 50 50 32 44 37 45 50 50 50 66 50 50

Volume (m3) Galian 29.561 29.561 2.965 3.606 0.700 0.700 67.092 Timbunan 139.733 161.686 199.231 121.393 144.845 110.197 133.785 135.933 127.775 130.249 168.304 116.651 123.696 1,813.477

1.182 0.160 0.028 -

2.459 0.591 4.009 3.961 3.626 2.958 0.080 2.999 0.080 2.947 2.490 2.621 2.589 2.511 0.014 2.155 0.014 2.793 Total

& Galian

Perhitungan Harga Material

No

Item Pekerjaan

Volume 2176.173

satuan

Harga Satuan 30,000 Rp Rp 99,800 Rp Rp 172,619 Rp Rp

Jumlah Harga 65,285,186 65,285,186 67,257,216 67,257,216 38,777,078 38,777,078

1 Timbunan

m3 Rp Total m3 Rp Total m3 Rp Total

2 Timbunan Pilihan

673.92

3 Bahu Jalan

224.64

4 LPB -Agregat kelas B

561.6

m3 Rp Total

172,619 Rp Rp

96,942,696 96,942,696

5 LPA -Agregat kelas A

374.4

m3 Rp Total

230,248 Rp Rp

86,204,720 86,204,720

6 Lapis resap pengikat -Aspal Ac-10 -kerosen

2202.314 1677.905

kg Rp liter Rp Total

7,150 Rp 5,600 Rp Rp

15,746,548 9,396,267 25,142,815

7 AC-BC -Agregat kasar -Agregat Halus -Filler -Aspal

147.25 58.99608 26716.19 23218.65

m3 Rp m3 Rp kg Rp kg Rp Total

213,362 236,334 1,100 7,150

Rp Rp Rp Rp Rp Rp

31,417,491 13,942,795 29,387,808 166,013,348 240,761,442 620,371,153

Total Harga Material

Ket : Aspal Ac-10

=

2202.314 kg = 2097.442 liter 206.246 m3 = 371.2429 t 23.21865 t = 22.54238 m3 26.71619 t = 13.35809 m3

agregat

=

aspalt

=

filler

=

Perhitungan Durasi Alat Berat

No

Item Pekerjaan

Nama Peralatan 1 Excavator 2 Dump Truck 1 Wheel Loader 2 Dump Truck (6) 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 1 2 3 4 5 6 Wheel Loader Dump Truck (6) Motor Grader Vibro Roller Water Tanker Wheel Loader Dump Truck (6) Motor Grader Vibro Roller Water Tanker Wheel Loader Dump Truck (6) Motor Grader Vibro Roller Water Tanker Wheel Loader Dump Truck (6) Motor Grader Vibro Roller P. Tyre Roller Water Tanker

Volume Pekerjaan 67.0915 67.0915 2176.17285 2176.17285 673.92 673.92 3744 3744 673.92 224.64 224.64 312 312 312 561.6 561.6 3744 3744 561.6 374.4 374.4 3744 3744 561.6 374.4 3775.347086 3120

Satuan m3 m3 m3 m3 m3 m3 m2 m2 m3 m3 m3 m2 m2 m3 m3 m3 m2 m2 m3 m3 m3 m2 m2 m2 m3 m2 m2

Koef analisa EI (jam/m3) 0.0535 0.0910 0.0178 0.0910 0.0178 0.0910 0.0070 0.0129 0.0070 0.0357 0.0910 0.0088 0.0178 0.0211 0.0357 0.0910 0.0088 0.0178 0.0211 0.0357 0.0910 0.0117 0.0178 0.0043 0.0211 0.0030 0.0031

Durasi (jam) 3.5893953 6.1053 38.7359 33.0053 11.9958 10.2211 26.2080 48.2976 4.7174 8.019648 3.40704 2.7456 5.5536 6.5832 20.04912 8.5176 32.9472 66.6432 11.84976 13.36608 5.6784 43.8048 66.6432 2.41488 7.89984 11.326041 9.672 11.326041 7.6723527 22.827832

1 Galian

2

Timbunan

3 Timbunan Pilihan

4 Bahu Jalan

5 LPB

6 LPA

7 Lapis Resap Pengikat

1 Asp. Sprayer 2 Compressor 3 Dump Truck 1 2 3 4 5 6 7 Wheel Loader AMP Genset Dump Truck Asphalt Finisher Tandem Roller P. Tyre Roller

8 AC-BC

206.24604 421.1777115

m3 ton

0.0372 0.0542

187.190094 187.190094 187.190094

m3 m3 m3

0.0750 0.0459 0.0514

14.039257 8.5920253 9.6215708

Perhitungan Harga Sewa Alat

No

Item Pekerjaan

Nama Peralatan 1 Excavator 2 Dump Truck

Durasi (jam) 3.589395 6.105327

Durasi yang dipakai (jam) 6.1053265 6.1053265 Rp Rp

Harga Satuan 252,015 149,327 Total 261,934 895,961 Total 261,934 895,961 308,170 185,256 135,676 Total 261,934 1,181,429 308,170 139,610 135,676 Total 261,934 1,181,429 308,170 139,610 135,676 Total 261,934 1,181,429 308,170 185,256 161,701 135,676 Total 59,114 105,616 149,327 Total 261,934 2,406,351 199,797 196,905 138,673 139,610 161,701 Total Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

Jumlah Harga 1,538,631 911,690 2,450,321 10,146,230 34,705,853 44,852,083 12,650,768 43,272,788 14,883,859 8,947,432 6,552,804 86,307,651 1,454,675 6,561,186 1,711,451 775,335 753,488 11,256,136 17,456,098 78,734,232 20,537,418 9,304,026 9,041,854 135,073,627 17,456,098 78,734,232 20,537,418 12,346,069 10,776,239 9,041,854 148,891,909 669,524 1,021,515 1,691,283 3,382,321 5,979,378 54,931,773 4,560,923 2,764,398 1,946,872 1,960,014 2,270,155 74,413,514 506,627,562

1 Galian

2 Timbunan

1 Wheel Loader 2 Dump Truck (6)

38.73588 38.73587673 Rp 33.00529 38.73587673 Rp

3 Timbunan Pilihan

1 2 3 4 5

Wheel Loader Dump Truck (6) Motor Grader Vibro Roller Water Tanker

11.99578 10.22112 26.208 48.2976 4.71744

48.2976 48.2976 48.2976 48.2976 48.2976

Rp Rp Rp Rp Rp

4 Bahu Jalan

1 2 3 4 5


8.019648 3.40704 2.7456 5.5536 6.5832

5.5536 5.5536 5.5536 5.5536 5.5536

Rp Rp Rp Rp Rp

5 LPB

1 2 3 4 5


20.04912 8.5176 32.9472 66.6432 11.84976

66.6432 66.6432 66.6432 66.6432 66.6432

Rp Rp Rp Rp Rp

6 LPA

1 2 3 4 5 6

Wheel Loader Dump Truck (6) Motor Grader Vibro Roller P. Tyre Roller Water Tanker

13.36608 5.6784 43.8048 66.6432 2.41488 7.89984

66.6432 66.6432 66.6432 66.6432 66.6432 66.6432

Rp Rp Rp Rp Rp Rp

7 Lapis Resap Pengikat

1 Asp. Sprayer 2 Compressor 3 Dump Truck

11.32604 11.32604126 Rp 9.672 9.672 Rp 11.32604 11.32604126 Rp

8 AC-BC

1 2 3 4 5 6 7

Wheel Loader AMP Genset Dump Truck Asphalt Finisher Tandem Roller P. Tyre Roller

7.672353 22.82783196 Rp 22.82783 22.82783196 Rp 22.82783196 Rp 14.03925705 Rp 14.03926 14.03925705 Rp 8.592025 14.03925705 Rp 9.621571 14.03925705 Rp

Total Harga Sewa Alat

Perhitungan Harga Upah Tenaga Kerja

No

Item Pekerjaan

Volume 67.0915

Satuan m3

TenagaPekerja Mandor

Koef analisa EI (jam/m3) 0.1071 0.0535 Rp Rp

Harga Satuan 5,000 7,850 Total 5,000 7,850 Total 5,000 7,850 Total 5,000 7,850

Jumlah Harga Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp 35,927 28,177 64,104 776,894 304,077 1,080,970 240,589 94,167 334,756 280,688 62,954 343,642 701,719 157,386 859,105 467,813 104,924 572,737 568,190 177,819 746,009 459,473 103,026 562,499 4,563,822

1 Galian

2 Timbunan

2176.173

m3

Pekerja Mandor

0.0714 0.0178

Rp Rp

3 Timbunan pilihan

673.92

m3

Pekerja Mandor

0.0714 0.0178

Rp Rp

4 Bahu Jalan 224.64

m3

Pekerja Mandor

0.2499 0.0357

Rp Rp Total Rp Rp

4 LPB

561.6

m3

Pekerja Mandor

0.2499 0.0357

5,000 7,850 Total 5,000 7,850 Total 5,000 7,850 Total 5,000 7,850 Total

5 LPA

374.4

m3

Pekerja Mandor

0.2499 0.0357

Rp Rp

6 Lapisan Resap Pengikat

3775.347

Liter

Pekerja Mandor

0.0301 0.0060

Rp Rp

7 AC-BC

242.1465 m3

Pekerja Mandor

0.3795 Rp 0.0542 Rp

Total Upah

Time Schedule No 1 2 3 4 5 6 7 8 Item Pekerjaan Biaya Bobot (%) 0.22 9.83 13.60 4.45 20.58 20.83 2.59 27.90 100.00 0.22 1.97 1.97 1.97 1.97 1.97 1.94 1.94 1.94 1.94 1.94 1.94 1.94 6.74 2.29 2.29 2.29 2.29 2.29 2.29 2.29 2.29 2.31 2.31 2.31 2.31 2.31 2.31 2.31 2.31 2.31 1.29 1.29 4.65 4.65 4.65 4.65 4.65 4.65 0.22 2.19 4.15 6.12 8.09 10.05 11.99 13.94 15.88 17.82 19.77 21.71 23.65 30.39 32.68 34.96 37.25 39.54 41.82 44.11 46.40 48.68 51.00 53.31 55.63 57.94 60.25 62.57 64.88 67.20 69.51 70.80 72.10 76.75 81.40 86.05 90.70 95.35 100 Waktu Pelaksanaan (Hari) 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39

Galian Rp 2,514,425 Timbunan Rp 111,218,239 Timbunan Pilihan Rp 153,899,623 Bahu Jalan Rp 50,376,856 LPB Rp 232,875,428 LPA Rp 235,669,374 Lapisan Resap Pengikat Rp 29,271,145 AC-WC Rp 315,737,455 Jumlah Harga Rp 1,131,562,544 Jumlah Bobot Pekerjaan (%) Jumlah Pekerjaan Perhari (%) Komulatif (%)

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