Menghitung Waktu Percepatan Proyek Crash Duration

47 4.2 - Besi beton 4.3 - Bekisting 4.4 - Angkur baut

IV.3.4 Menghitung Waktu Percepatan Proyek Crash Duration

Crash Duration = � � � �� � � �ℎ � ℎ  Crash Duration untuk item pekerjaan struktur lantai satu Crash Duration pekerjaan pelat lantai t=12cm C7 = . . = . � Tabel.4.5 Perhitungan waktu percepatan proyek Crash Duration penambahan 4 jam kerja No. URAIAN PEKERJAAN SAT PROD. HARIAN SESUDAH CRASH SAT CRASH DURATION I PEKERJAAN PERSIAPAN : 1 Pembersihan lokasi Lshari 0.650 Lshari 1.538 2 Pek. Pagar Pengamanan m 2hari 17.508 m2hari 2.00 3 Barak kerja dan Gudang material Unithari 0.260 Unithari 3.846 4 Pengukuran dan Bowplak mhari 55.850 mhari 2.00 5 Air kerja dan Penerangan Lshari 0.333 Lshari 3.00 6 Mobilisasi dan Demobilisasi Lshari 0.500 Lshari 2.00 7 Keamanan Proyek blnhari 0.041 blnhari 222.00 II PEKERJAAN TANAH : 1 Galian tanah pondasi m3hari 19.611 m3hari 10.769 2 Galian tanah sloof m3hari 5.435 m3hari 12.00 3 Urugan tanah galian m3hari 125.124 m3hari 1.538 4 Urugan pasir bawah lantai kerja m3hari 35.095 m3hari 1.538 III PEKERJAAN STRUKTUR : 1 Bor pail Ø 40 cm m3hari 6.180 m3hari 21.538 - Beton cor K - 250 - Besi beton - Casing Sewa alat Operator 2 Pekerjaan Cor lantai kerja m3hari 3.436 m3hari 5.385 3 Pek. Pondasi tapak m3hari 2.194 m3hari 14.00 48 - Beton cor K - 250 Redy Mix - Besi beton - Bekisting 4 Pek. Pedistal m3hari 2.451 m3hari 5.385 - Beton cor K - 250 - Besi beton - Bekisting 5 Pek. Sloof m3hari 3.064 m3hari 16.154 - Beton cor K - 250 - Besi beton - Bekisting 6 Cor lantai parkir m3hari 5.982 m3hari 10.769 - Beton cor K - 175 - ware mesh M-6 - Bekisting 7 Pek. Cor Plat beton FL.1 - K 200 m3hari 3.840 m3hari 13.846 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 8 Pek. Cor Plat beton FL.2 - K 200 m3hari 3.048 m3hari 13.846 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 9 Pek. Cor Plat beton FL.3 - K 200 m3hari 4.380 m3hari 13.846 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 10 Pek. Cor Plat beton FL.4 - K 200 m3hari 4.380 m3hari 13.846 - Beton cor Rady mix, t - 12 cm - ware mesh - Floor Deck 0,75 mm - Bekisting 11 Pek. Cor Plat beton FL.5 - K 200 m3hari 4.380 m3hari 13.846 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 12 Pek. Cor Plat beton FL.6 - K 200 m3hari 4.380 m3hari 13.846 - Beton cor Rady mix, t - 12 cm 49 - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 13 Pek. Cor Plat beton atap tangga FL.7 - K 200 m3hari 0.137 m3hari 3.077 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting III.2 Kontruksi baja : kghari 1,010.535 kghari 182.00 1 Kolom WF 450 x 200 x 9 x 14 mm 2 Balok WF 400 x 200 x 8 x 13 3 Balok WF 300 x150 x 6.5 x 9 4 Plate 450 x 650 x 15 mm 5 Ankur baut Ø 25 mm - Pj 600 mm 6 Plat Konsol 200 x 800 x 15 mm 7 Plat Balok WF 400 x HB 300 200 x 600 x 15 mm 8 Stiffner Kolom HB 300 = 300 x 300 x 10 mm 9 Stiffner Gado WF 400 = 200 x 400 x 10 mm 10 Stiffner WF 300 x WF 400 250 x 400 x 10 mm 11 Stiffner WF 300 = 250 x 300 x 10 mm 12 Baut pengikat III.3 PEKERJAAN TANGGA : III.3A Tangga utama m3hari 1.233 m3hari 10.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K - 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi tangga utama 5.1 - Cor K - 250 5.2 - Besi beton 5.3 - Bekisting 5.4 - Angkur baut III.3B Tangga Start A m3hari 0.230 m3hari 8.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 50 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3C Tangga Start B m3hari 0.198 m3hari 8.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3D Tangga Start C m3hari 0.255 m3hari 16.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3E Tangga Start D m3hari 1.020 m3hari 4.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut Ø 14 mm 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 51 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.4 Cor Trefik sepeda motor m3hari 0.573 m3hari 6.154 1 - WF 200 x 100 x 5,5 x 8 2 - Cor lantai K - 250 3 - Besi beton 4 Cor pondasi 4.1 - Cor K - 250 4.2 - Besi beton 4.3 - Bekisting 4.4 - Angkur baut 52 TABEL PERCEPATAN WAKTU PROYEK DENGAN 4 JAM PENAMBAHAN WAKTU KERJA Tabel.4.6 Total percepatan waktu proyek dengan 4 jam penambahan waktu kerja No. URAIAN PEKERJAAN DURASI CRASH DURATION TOTAL WAKTU CRASH DURATION hari TOTAL WAKTU NORMAL DURATION hari I PEKERJAAN PERSIAPAN : 1 Pembersihan lokasi 2 1.538 1.538 2 2 Pek. Pagar Pengamanan 2 2.00 3 Barak kerja dan Gudang material 5 3.846 3.846 5 4 Pengukuran dan Bowplak 2 2.00 5 Air kerja dan Penerangan 3 3.00 6 Mobilisasi dan Demobilisasi 2 2.00 7 Keamanan Proyek 222 222.00 II PEKERJAAN TANAH : 1 Galian tanah pondasi 14 10.769 10.769 14 2 Galian tanah sloof 12 12.00 3 Urugan tanah galian 2 1.538 1.538 2 4 Urugan pasir bawah lantai kerja 2 1.538 1.538 2 III PEKERJAAN STRUKTUR : 1 Bor pail Ø 40 cm 28 21.538 21.538 28 - Beton cor K - 250 - Besi beton - Casing Sewa alat Operator 2 Pekerjaan Cor lantai kerja 7 5.385 5.385 7 3 Pek. Pondasi tapak 14 14.00 - Beton cor K - 250 Redy Mix 53 - Besi beton - Bekisting 4 Pek. Pedistal 7 5.385 5.385 7 - Beton cor K - 250 - Besi beton - Bekisting 5 Pek. Sloof 21 16.154 16.154 21 - Beton cor K - 250 - Besi beton - Bekisting 6 Cor lantai parkir 14 10.769 10.769 14 - Beton cor K - 175 - ware mesh M-6 - Bekisting 7 Pek. Cor Plat beton FL.1 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 8 Pek. Cor Plat beton FL.2 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 9 Pek. Cor Plat beton FL.3 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm 54 - Bekisting 10 Pek. Cor Plat beton FL.4 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 11 Pek. Cor Plat beton FL.5 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 12 Pek. Cor Plat beton FL.6 - K 200 18 13.846 13.846 18 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting 13 Pek. Cor Plat beton atap tangga FL.7 - K 200 4 3.077 3.077 4 - Beton cor Rady mix, t - 12 cm - ware mesh M-8 - Floor Deck 0,75 mm - Bekisting III.2 Kontruksi baja : 182 182.00 1 Kolom WF 450 x 200 x 9 x 14 mm 2 Balok WF 400 x 200 x 8 x 13 3 Balok WF 300 x150 x 6.5 x 9 4 Plate 450 x 650 x 15 mm 5 Ankur baut Ø 25 mm - Pj 600 mm 6 Plat Konsol 200 x 800 x 15 mm 55 7 Plat Balok WF 400 x HB 300 200 x 600 x 15 mm 8 Stiffner Kolom HB 300 = 300 x 300 x 10 mm 9 Stiffner Gado WF 400 = 200 x 400 x 10 mm 10 Stiffner WF 300 x WF 400 250 x 400 x 10 mm 11 Stiffner WF 300 = 250 x 300 x 10 mm 12 Baut pengikat III.3 PEKERJAAN TANGGA : III.3A Tangga utama 10 10.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K - 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi tangga utama 5.1 - Cor K - 250 5.2 - Besi beton 5.3 - Bekisting 5.4 - Angkur baut III.3B Tangga Start A 8 8.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 56 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3C Tangga Start B 8 8.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3D Tangga Start C 16 16.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 57 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.3E Tangga Start D 4 4.00 1 - WF 150 x 75 x 5 x 7 2 - Stiffener 3 - Baut 4 Cor beton bertulang plate tangga 4.1 - Cor K 250 4.2 - Besi beton 4.3 - Bekisting 5 Cor pondasi 5.1 - Cor K - 250 5.2 - Bekisting 5.3 - Besi beton 5.4 - Angkur baut III.4 Cor Trefik sepeda motor 8 6.154 6.154 8 1 - WF 200 x 100 x 5,5 x 8 2 - Cor lantai K - 250 3 - Besi beton 4 Cor pondasi 4.1 - Cor K - 250 4.2 - Besi beton 4.3 - Bekisting 4.4 - Angkur baut 58 Rencana 167,692 222 Dibulatkan 168 Total Waktu Crash 54 hari IV.4 Menghitung Biaya Setelah Percepatan Dengan 4 Jam Penambahan Kerja IV.4.1 Menghitung Biaya Normal Ongkos Pekerja perhari Biaya normal ongkos pekerja perhari = � � � ℎ �  Biaya normal ongkos pekerja perhari untuk item pekerjaan struktur lantai satu Biaya normal ongkos pekerja perhari pekerjaan pelat lantai t=12cm C7 = . x , = , � Tabel.4.7 Perhitungan biaya normal ongkos pekerja perhari No. URAIAN PEKERJAAN SAT VOLUME UPAH PROD. HARIAN NORMAL ONGKOS PEKERJA PER HARI HARGA SATUAN JUMLAH I PEKERJAAN PERSIAPAN : 1 Pembersihan lokasi Ls 1.000 3,000,000 3,000,000 0.50 1,500,000 59 2 Pek. Pagar Pengamanan m2 35.016 9,000 315,144 17.51 - 3 Barak kerja dan Gudang material Unit 1.000 3,000,000 3,000,000 0.20 600,000 4 Pengukuran dan Bowplak m 111.700 50,000 5,585,000 55.85 - 5 Air kerja dan Penerangan Ls 1.000 9,000,000 9,000,000 0.33 - 6 Mobilisasi dan Demobilisasi Ls 1.000 9,000,000 9,000,000 0.50 - 7 Keamanan Proyek bln 9.000 2,000,000 18,000,000 0.04 - II PEKERJAAN TANAH : 1 Galian tanah pondasi m3 211.200 55,000 11,616,000 15.09 829,714 2 Galian tanah sloof m3 65.436 55,000 3,598,980 5.45 - 3 Urugan tanah galian m3 192.498 18,000 3,464,964 96.25 1,732,482 4 Urugan pasir bawah lantai kerja m3 53.992 20,000 1,079,840 27.00 538,920 III PEKERJAAN STRUKTUR : 1 Bor pail Ø 40 cm m3 133.110 2,128,317 283,300,250 4.75 10,117,866 - Beton cor K - 250 m3 133.110 75,000 9,983,250 - - Besi beton kg 3317.000 1,000 3,317,000 - - Casing Sewa alat Operator m 360.000 750,000 270,000,000 - 2 Pekerjaan Cor lantai kerja m3 18.500 150,000 2,775,000 2.64 396,429 3 Pek. Pondasi tapak m3 30.720 304,590 9,357,000 2.19 - - Beton cor K - 250 Redy Mix m3 30.720 75,000 2,304,000 - - Besi beton kg 3981.000 1,000 3,981,000 - - Bekisting m2 76.800 40,000 3,072,000 - 4 Pek. Pedistal m3 13.200 515,682 6,807,000 1.89 972,429 - Beton cor K - 250 m3 13.200 75,000 990,000 - - Besi beton kg 1617.000 1,000 1,617,000 - - Bekisting m2 105.000 40,000 4,200,000 - 5 Pek. Sloof m3 49.500 544,091 26,932,500 2.36 1,282,500 - Beton cor K - 250 m3 49.500 75,000 3,712,500 - - Besi beton kg 7452.000 1,000 7,452,000 - 60 - Bekisting m2 394.200 40,000 15,768,000 - 6 Cor lantai parkir m3 64.422 96,736 6,231,950 4.60 445,139 - Beton cor K - 175 m3 64.422 75,000 4,831,650 - - ware mesh M-6 Lbr 53.670 11,000 536,700 - - Bekisting m2 21.590 40,000 863,600 - 7 Pek. Cor Plat beton FL.1 - K 200 m3 53.172 195,061 10,371,810 2.95 576,212 - Beton cor Rady mix, t - 12 cm m3 53.172 75,000 3,987,900 - - ware mesh M-8 lbr 42.981 11,000 429,810 - - Floor Deck 0,75 mm m2 487.410 11,000 4,874,100 - - Bekisting m2 27.000 40,000 1,080,000 - 8 Pek. Cor Plat beton FL.2 - K 200 m3 42.199 220,086 9,287,405 2.34 515,967 - Beton cor Rady mix, t - 12 cm m3 42.199 82,500 3,481,418 - - ware mesh M-8 lbr 34.111 11,000 375,221 - - Floor Deck 0,75 mm m2 386.826 11,000 4,255,086 - - Bekisting m2 26.720 44,000 1,175,680 - 9 Pek. Cor Plat beton FL.3 - K 200 m3 60.649 208,019 12,616,126 3.37 700,896 - Beton cor Rady mix, t - 12 cm m3 60.649 82,500 5,003,543 - - ware mesh M-8 lbr 49.025 11,000 539,275 - - Floor Deck 0,75 mm m2 530.680 11,000 5,837,480 - - Bekisting m2 28.087 44,000 1,235,828 - 10 Pek. Cor Plat beton FL.4 - K 200 m3 60.649 204,057 12,375,842 3.37 687,574 - Beton cor Rady mix, t - 12 cm m3 60.649 82,500 5,003,543 - - ware mesh M-8 lbr 49.025 11,000 539,275 - - Floor Deck 0,75 mm m2 530.680 11,000 5,837,480 - - Bekisting m2 22.626 44,000 995,544 - 11 Pek. Cor Plat beton FL.5 - K 200 m3 60.649 204,057 12,375,842 3.37 687,574 - Beton cor Rady mix, t - 12 cm m3 60.649 82,500 5,003,543 - - ware mesh M-8 lbr 49.025 11,000 539,275 - 61 - Floor Deck 0,75 mm m2 530.680 11,000 5,837,480 - - Bekisting m2 22.626 44,000 995,544 - 12 Pek. Cor Plat beton FL.6 - K 200 m3 60.649 204,057 12,375,842 3.37 687,574 - Beton cor Rady mix, t - 12 cm m3 60.649 82,500 5,003,543 - - ware mesh M-8 lbr 49.025 11,000 539,275 - - Floor Deck 0,75 mm m2 530.680 11,000 5,837,480 - - Bekisting m2 22.626 44,000 995,544 - 13 Pek. Cor Plat beton atap tangga FL.7 - K 200 m3 0.420 1,394,119 585,530 0.11 146,383 - Beton cor Rady mix, t - 12 cm m3 0.420 82,500 34,650 - - ware mesh M-8 lbr 4.000 11,000 44,000 - - Floor Deck 0,75 mm m2 35.000 11,000 385,000 - - Bekisting m2 2.770 44,000 121,880 - III.2 Kontruksi baja : kg 183917.430 3,418.23 628,672,919 1,010.54 - 1 Kolom WF 450 x 200 x 9 x 14 mm kg 54,720 3,300 180,576,000 - 2 Balok WF 400 x 200 x 8 x 13 kg 85157.430 3,300 281,019,519 - 3 Balok WF 300 x150 x 6.5 x 9 kg 44,040 3,300 145,332,000 - 4 Plate 450 x 650 x 15 mm bh 30 3,300 99,000 - 5 Ankur baut Ø 25 mm - Pj 600 mm bh 180 15,000 2,700,000 - 6 Plat Konsol 200 x 800 x 15 mm bh 11 3,300 36,300 - 7 Plat Balok WF 400 x HB 300 200 x 600 x 15 mm bh 244 3,300 805,200 - 8 Stiffner Kolom HB 300 = 300 x 300 x 10 mm bh 368 3,300 1,214,400 - 9 Stiffner Gado WF 400 = 200 x 400 x 10 mm bh 255 3,300 841,500 - 10 Stiffner WF 300 x WF 400 250 x 400 x 10 mm bh 704 3,300 2,323,200 - 11 Stiffner WF 300 = 250 x 300 x 10 mm bh 46 3,300 151,800 - 12 Baut pengikat bh 6,787 2,000 13,574,000 - III.3 PEKERJAAN TANGGA : - 62 III.3A Tangga utama m3 12.332 819,049.29 10,100,516 1.23 - 1 - WF 150 x 75 x 5 x 7 kg 388.500 3,300 1,282,050 - 2 - Stiffener bh 48.000 3,300 158,400 - 3 - Baut bh 192.000 2,000 384,000 - 4 Cor beton bertulang plate tangga - 4.1 - Cor K - 250 m3 12.332 75,000 924,900 - 4.2 - Besi beton kg 60.368 1,100 66,405 - 4.3 - Bekisting m2 105.700 40,000 4,228,000 - 5 Cor pondasi tangga utama - 5.1 - Cor K - 250 m3 2.887 75,000 216,525 - 5.2 - Besi beton kg 174.760 1,100 192,236 - 5.3 - Bekisting m2 60.200 40,000 2,408,000 - 5.4 - Angkur baut bh 16.000 15,000 240,000 - III.3B Tangga Start A m3 1.840 1,058,535.54 1,947,705 0.23 - 1 - WF 150 x 75 x 5 x 7 kg 305.368 3,300 1,007,714 - 2 - Stiffener bh 28.000 3,300 92,400 - 3 - Baut Ø 14 mm bh 192.000 2,000 384,000 - 4 Cor beton bertulang plate tangga - 4.1 - Cor K 250 m3 1.840 75,000 63,000 - 4.2 - Besi beton kg 65.610 1,100 72,171 - 4.3 - Bekisting m2 1.840 40,000 33,600 - 5 Cor pondasi - 5.1 - Cor K - 250 m3 0.100 75,000 7,500 - 5.2 - Bekisting m2 0.680 40,000 27,200 - 5.3 - Besi beton kg 59.200 1,100 65,120 - 5.4 - Angkur baut bh 8.000 15,000 120,000 - III.3C Tangga Start B m3 1.580 1,037,746 1,639,638 0.20 - 1 - WF 150 x 75 x 5 x 7 kg 212.128 3,300 700,022 - 63 2 - Stiffener bh 36.000 3,300 118,800 - 3 - Baut bh 192.000 2,000 384,000 - 4 Cor beton bertulang plate tangga - 4.1 - Cor K 250 m3 1.580 75,000 81,000 - 4.2 - Besi beton kg 84.360 1,100 92,796 - 4.3 - Bekisting m2 1.580 40,000 43,200 - 5 Cor pondasi - 5.1 - Cor K - 250 m3 0.100 75,000 7,500 - 5.2 - Bekisting m2 0.680 40,000 27,200 - 5.3 - Besi beton kg 59.200 1,100 65,120 - 5.4 - Angkur baut bh 8.000 15,000 120,000 - III.3D Tangga Start C m3 4.080 1,115,514 4,551,296 0.26 - 1 - WF 150 x 75 x 5 x 7 kg 796.096 3,300 2,627,117 - 2 - Stiffener bh 136.000 3,300 448,800 - 3 - Baut bh 192.000 2,000 384,000 - 4 Cor beton bertulang plate tangga - 4.1 - Cor K 250 m3 4.080 75,000 306,000 - 4.2 - Besi beton kg 318.690 1,100 350,559 - 4.3 - Bekisting m2 4.080 40,000 163,200 - 5 Cor pondasi - 5.1 - Cor K - 250 m3 0.300 75,000 306,000 - 5.2 - Bekisting m2 1.600 40,000 64,000 - 5.3 - Besi beton kg 59.200 1,100 65,120 - 5.4 - Angkur baut bh 8.000 15,000 120,000 - III.3E Tangga Start D m3 4.080 483,988 1,974,669 1.02 - 1 - WF 150 x 75 x 5 x 7 kg 123.300 3,300 406,890 - 2 - Stiffener bh 28.000 3,300 92,400 - 3 - Baut bh 192.000 2,000 384,000 - 64 4 Cor beton bertulang plate tangga - 4.1 - Cor K 250 m3 4.080 75,000 306,000 - 4.2 - Besi beton kg 318.690 1,1000 350,559 - 4.3 - Bekisting m2 4.080 40,000 163,200 - 5 Cor pondasi - 5.1 - Cor K - 250 m3 0.300 75,000 22,500 - 5.2 - Bekisting m2 1.600 40,000 64,000 - 5.3 - Besi beton kg 59.200 1,100 65,120 - 5.4 - Angkur baut bh 8.000 15,000 120,000 - III.4 Cor Trefik sepeda motor m3 3.525 2,210,874 7,763,808 0.44 970,476 1 - WF 200 x 100 x 5,5 x 8 kg 1473.280 3,300 4,861,824 - 2 - Cor lantai K - 250 m3 3.526 75,000 264,450 - 3 - Besi beton kg 133.200 1,000 133,200 - 4 Cor pondasi - 4.1 - Cor K - 250 m3 6.510 75,000 488,250 - 4.2 - Besi beton kg 638.484 1,000 638,484 - 4.3 - Bekisting m2 13.440 40,000 537,600 - 4.4 - Angkur baut bh 56.000 15,000 840,000 - Rencana 1,129,702,574 65

IV.4.2 Menghitung Normal Ongkos Pekerja perjam