Analisa campuran

Take of Sheet

Desa : Pasirbiru

I. Pengaspalan Jalan Buras/ Burtu

Panjang = 1162 m Lebar = 2.5 m Luas = 2905 m2

Analisa K-615a. Batu pecah (0,5-1 cm) = 5.6 : 1250 x 2905 = 13 m3b. Pasir abu = 11.4 : 1250 x 2905 = 26 m3c. Aspal = 1500 : 1250 x 2905 = 3,486 kgd. Kayu bakar = 0.0084 x 2905 = 24 m3e. Batu pecah 5/7 = 43 m3f. Pekerja = 6 : 1250 2905 = 14 HOKg. Tukang = 1 : 1250 x 2905 = 2 HOK

Badan jalana. Pembersihan badan jalan = 2905 ( 1 hok = 10 m2 dari tabel P3DT)b. Pekerja pembersihan badan jalan = 2905 : 10 = 291 HOK

Sewa alata. Pemadatan permukaan = 2905 m2b. Lamanya sewa mesin gilas 6-8 ton = 400 m2 (tabel P3DT)

= 7 hariKeterangan `a. Jumlah total pekerja = 304 HOKb. Jumlah total Tukang = 2 HOK

II. Tembok Penahan Tanah

Panjang = 23 m

Ujung ke 1a.Luas A1 = 0.5 x 0.15 = 0.08 m2 b.Luas A2 = 0.2 x 0.5 = 0.10 m2 c.Luas A3 = 0.25 x 0.4 = 0.10 m2 d.Luas A4 = 0.5 x 0.25 x 0.25 = 0.03 m2 e.Luas A5 = 0.9 x 0.25 = 0.23 m2 f.Luas A6 = 1.2 : 2 x 3 = 1.80 m2 g.Luas AT1 = 2.33 m2

Ujung ke 2a.Luas A1 = 0 x 0.15 = - m2 b.Luas A2 = 0.05 x 0.25 = 0.01 m2 c.Luas A3 = 0.1 x 0.2 = 0.02 m2 d.Luas A4 = 0.5 x 0.1 x 0.1 = 0.01 m2 e.Luas A5 = 0.15 x 0.45 = 0.07 m2 f.Luas A6 = 0.75 : 2 x 0.75 = 0.28 m2 g.Luas AT1 = 0.39 m2

a. Luas rata-rata AT = 2.33 + 0.39 = 1.36 m2 2

b. Volume = 1.36 x 23 = 31.25 m3

Analisa BEP

a. Batu belah = 1.2 x 31.25 = 38 m3b. Pasir pasang = 0.5 x 31.25 = 16 m3c. Semen = 2.6 x 31.25 = 81 zakd. Tukang = 0.8 x 31.25 = 25 HOKe. Pekerja = 2.4 x 31.25 = 75 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 23 = 18 m3b. Pekerja galian = 0.4 x 18 = 7 HOKc. Jumlah HOK Pekerja = 75 + 7 = 82 HOK

III. Gorong-Gorong

Panjang = 10 mDiameter = 40 cm

( Tabel P3DT untuk gorong-gorong )a. Batu belah = 6 m3 b. Pasir pasang = 3 m3 c. Semen = 14 zakd. Buis beton = 10 bhe. Tukang = 8 HOKf. Pekerja = 24 HOK

IV. Kirmir Saluran

Panjang = 36 mLuas pnp = 0.245 m2Volume = 9 m3

Analisa BEP

a. Batu belah = 1.2 x 9 = 11 m3b. Pasir pasang = 0.5 x 9 = 4 m3c. Semen = 2.6 x 9 = 23 zakd. Tukang = 0.8 x 9 = 7 HOKe. Pekerja = 2.4 x 9 = 21 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.4 m2b. Volume galian = 0.4 x 36 = 14 m3c. Pekerja galian = 0.4 x 14 = 6 HOKd. Jumlah HOK Pekerja = 21 + 6 = 27 HOK

Take of Sheet

Desa : Pamekaran

I. Perkerasan Jalan Rabat Beton Dua Jalur

Panjang = 557.5 mLebar = 1.45 mLuas pnp = 0.206 m2Volume = 115 m3

Analisa K-719

Bahana. Pasir beton = 6 : 13 x 115 = 53 m3 b. Semen = 57.6 : 13 x 115 = 509 m3 c. Batu pecah = 10 : 13 x 115 = 88 m3 d. Kayu bekisting = 0.26 : 13 x 115 = 2 m3 Upaha. Tukang = 4 : 13 x 115 = 35 HOK b. Pekerja = 24 : 13 x 115 = 212 HOK Sewa MolenLamanya sewa molen = 12 : 13 x 115 : 8 = 13 hari

II. Perkerasan Jalan Sirtu Untuk Tengah

Panjang = 557.5 mLebar = 0.8 m

Badan Jalan( 1 hok = 10 m2 dari tabel P3DT)a. Pembersihan badan jalan = 2.25 x 557.5 = 1254 m2b. Pekerja pembersihan badan jalan = 1254 : 10 = 125 HOKc. Pekerja penghamparan sirtu = 0.15 x 0.8 x 557.5 : 2 = 33 HOKd. Sirtu = 0.15 x 0.80 x 557.5 x 1.34 = 90 m3 d. Pasir penutup = 0.05 x 0.80 x 557.5 x 1.34 = 30 m3

III. Gorong-Gorong

Panjang = 24 mDiameter = 0.4 m

( Tabel P3DT untuk gorong-gorong )a. Batu belah = 16 m3 b. Pasir pasang = 7 m3 c. Semen = 41 zakd. Buis beton = 24 bhe. Tukang = 23 HOKf. Pekerja = 69 HOK

IV. Kirmir Saluran

Panjang = 300 mLuas pnp = 0.215 m2Volume = 65 m3

Analisa BEP

a. Batu belah = 1.2 x 65 = 77 m3b. Pasir pasang = 0.5 x 65 = 32 m3c. Semen = 2.6 x 65 = 168 zakd. Tukang = 0.8 x 65 = 52 HOKe. Pekerja = 2.4 x 65 = 155 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.15 m2b. Volume galian = 0.15 x 300 = 45 m3b. Pekerja galian = 0.4 x 45 = 18 HOKc. Jumlah HOK Pekerja = 155 + 18 = 173 HOK

Take of Sheet

Desa : Cibunar

I. Tembok Penahan Tanah

TPT 1Panjang = 8 m

a.Luas A1 = 0.35 x 0.1 = 0.03 m2 a.Luas A2 = 0.1 x 0.35 = 0.03 m2 b.Luas A3 = 0.33 x 0.175 = 0.06 m2 c.Luas A4 = 0.5 x 0.15 x 0.15 = 0.01 m2 d.Luas A5 = 0.73 x 0.175 = 0.13 m2 e.Luas A6 = 1.03 : 2 x 2.175 = 1.12 m2 f.Luas AT = 1.39 m2g.Volume = 1.39 x 8 = 11.10 m3

Analisa BEP

a. Batu belah = 1.2 x 11.10 = 13 m3b. Pasir pasang = 0.5 x 11.10 = 6 m3c. Semen = 2.6 x 11.10 = 29 zakd. Tukang = 0.8 x 11.10 = 9 HOKe. Pekerja = 2.4 x 11.10 = 27 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 8 = 6 m3b. Pekerja galian = 0.75 x 6 = 5 HOKc. Jumlah HOK Pekerja = 27 + 5 = 31 HOK

TPT 2Panjang = 15 m

Ujung ke 1a.Luas A1 = 0.35 x 0.1 = 0.03 m2 b.Luas A2 = 0.1 x 0.35 = 0.03 m2 c.Luas A3 = 0.33 x 0.175 = 0.06 m2 d.Luas A4 = 0.5 x 0.15 x 0.15 = 0.01 m2 e.Luas A5 = 0.73 x 0.175 = 0.13 m2 f.Luas A6 = 1.03 : 2 x 2.175 = 1.12 m2 g.Luas AT1 = 1.39 m2

Ujung ke 2a.Luas A1 = - x 0.15 = - m2 b.Luas A2 = 0.05 x 0.25 = 0.01 m2 c.Luas A3 = 0.1 x 0.2 = 0.02 m2 d.Luas A4 = 0.5 x 0.1 x 0.1 = 0.01 m2 e.Luas A5 = 0.125 x 0.4 = 0.05 m2 f.Luas A6 = 0.7 : 2 x 0.525 = 0.18 m2 g.Luas AT1 = 0.27 m2

a. Luas rata-rata AT = 1.39 + 0.27 = 0.83 m2 2

b. Volume = 0.83 x 15 = 12.44 m3

Analisa BEP

a. Batu belah = 1.2 x 12.44 = 15 m3b. Pasir pasang = 0.5 x 12.44 = 6 m3c. Semen = 2.6 x 12.44 = 32 zakd. Tukang = 0.8 x 12.44 = 10 HOKe. Pekerja = 2.4 x 12.44 = 30 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 15 = 12 m3b. Pekerja galian = 0.75 x 12 = 9 HOKc. Jumlah HOK Pekerja = 30 + 9 = 39 HOK

II. Kirmir Saluran

Type S2BPanjang = 243 mLuas pnp = 0.52 m2Volume = 126 m3

Analisa BEP

a. Batu belah = 1.2 x 126 = 152 m3b. Pasir pasang = 0.5 x 126 = 63 m3c. Semen = 2.6 x 126 = 329 zakd. Tukang = 0.8 x 126 = 101 HOKe. Pekerja = 2.4 x 126 = 303 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.4 m2b. Volume galian = 0.4 x 243 = 97 m3b. Pekerja galian = 0.4 x 97 = 39 HOKc. Jumlah HOK Pekerja = 303 + 39 = 342 HOK

Type S1Panjang = 188 mLuas pnp = 0.245 m2Volume = 46 m3

Analisa BEP

a. Batu belah = 1.2 x 46 = 55 m3b. Pasir pasang = 0.5 x 46 = 23 m3c. Semen = 2.6 x 46 = 120 zakd. Tukang = 0.8 x 46 = 37 HOKe. Pekerja = 2.4 x 46 = 111 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.4 m2b. Volume galian = 0.4 x 188 = 75 m3b. Pekerja galian = 0.4 x 75 = 30 HOKc. Jumlah HOK Pekerja = 111 + 30 = 141 HOK

Take of SheetKegiatan : Bendung Desa : Sukamaju

I. Pekerjaan Bendung

Panjang = 5 m

Potongan ke 1a.Luas A1 = 0.48 - 0.04 = 0.02 m2 b.Luas A2 = 2.2 x 0.4 = 0.88 m2 c.Luas A3 = 1.5 - 0.15 = 0.22 m2

Total A 1- 3 = 1.12 m2 Volume 1 = 5.62 m3

Potongan ke 2d.Luas A4 = 0.4 x 3.3 = 1.32 m2 e.Luas A5 = 1.5 x 1.5 x 0.5 = 1.13 m2 2.45 Total A 4- 7 = 2.45 m3

Volume 2 = 12.23 m3

Potongan ke 3d.Luas A7 = 8.37 - 1.6 = 13.56 m2 e.Luas A8 = 0.88 + 0.64 - 0.08 = 1.44 m2

Total A 4- 7 = 15.00 m2 Volume 3 = 75.00 m3

Total Volume 1 - 3 = 92.84 m3

Galian Tanah ( analisa K-224 )

Panjang = 5.00 m

a. Luas galian = = 15.57 m2b. Volume galian = 15.57 x 5.00 = 77.84 m3b. Pekerja galian = 0.40 x 77.84 = 31.14 HOKc. Jumlah HOK Pekerja = 75.00 x 31.14 = 106.13 HOK

Analisa bidang pengairan1 m3 pasangan PC 1:4a. Batu belah = 1.2 x 92.84 = 111 m3b. Pasir pasang = 0.5 x 92.84 = 46 m3c. Semen = 3 x 92.84 = 279 zakd. Tukang = 1.2 x 92.84 = 111 HOKe. Pekerja = 3.6 x 92.84 = 334 HOK

1 m2 plesteran PC 1:3a. Pasir pasang = 0.013 x 92.84 = 1 m3b. Semen = 0.1 x 92.84 = 9 zakc. Tukang = 0.15 x 92.84 = 14 HOKd. Pekerja = 0.4 x 92.84 = 37 HOK

II. Tembok Penahan Tanah

Panjang = 3 me.Luas A1 = 0.8 x 2.2 = 1.76 m2

= 0.55 x 1.6 x 0.5 0.17 m2 -= 1.59 m2

Volume TPT = 4.76 m3

Galian Tanah ( analisa K-224 )

Panjang = 3 m

a. Luas galian = 1.4 x 0.80 = 1.12 m2b. Volume galian = 1.12 x 3.00 = 3.36 m3b. Pekerja galian = 0.4 x 3.36 = 1.34 HOKc. Jumlah HOK Pekerja = 0.17 x 1.34 = 1.52 HOK

Analisa BEP

a. Batu belah = 1.2 x 4.76 = 6 m3b. Pasir pasang = 0.5 x 4.76 = 2 m3c. Semen = 2.6 x 4.76 = 12 zakd. Tukang = 0.8 x 4.76 = 4 HOKe. Pekerja = 2.4 x 4.76 = 11 HOK

III. Saluran Irigasi

Galian Tanah ( analisa K-224 )

Panjang = 1000 m

a. Luas galian = 1.4 x 0.8 = 1.12 m2b. Volume galian = 1.12 x 1000 = 1,120 m3b. Pekerja galian = 0.4 x 1,120 = 448 HOKc. Jumlah HOK Pekerja = 11 x 448 = 459 HOK

Pasangan SaluranPanjang = 1000 mTinggi = 0.6 mLuas pnp = 1.40 x 0.2 = 0.28 m2

0.30 x 0.6 x 2 = 0.36 m2Total = 0.64 m2

Volume = 640.00 m3

Analisa bidang pengairan1 m3 pasangan PC 1:4a. Batu belah = 1.2 x 640 = 768 m3b. Pasir pasang = 0.5 x 640 = 320 m3c. Semen = 3 x 640 = 1,920 zakd. Tukang = 1.2 x 640 = 768 HOKe. Pekerja = 3.6 x 640 = 2,304 HOK

1 m2 plesteran PC 1:3a. Pasir pasang = 0.013 x 640 = 8 m3b. Semen = 0.1 x 640 = 64 zakc. Tukang = 0.15 x 640 = 96 HOKd. Pekerja = 0.4 x 640 = 256 HOK

IV. Pekerjaan Beton Bertulang ! : 2 : 3

Volume : 1.30 x 0.70 x 0.10 = 0.09 m3

Analisa BOW Kode G.411.Split = 0.82 x 0.09 = 0.07 ˜˜ 0.10 m32.Pasir Pasang = 0.54 x 0.09 = 0.05 ˜˜ 0.10 m33.Semen = 6.8 x 0.09 = 0.62 ˜˜ 1.00 Zak4.Tukang = 1 x 0.09 = 0.09 ˜˜ 0.12 HOK5.Pekerja = 6 x 0.09 = 0.55 ˜˜ 0.73 HOK6.Tulangan Ø 10 :- Vertikal = 11.2 + 1.6 = 12.80 m

= 2.00 bt-Horizontal = 13 + 1 = 14.00 m

= 2.00 btTotal = 4 bt

Jumlah Bahan dan Upaha. Batu belah = 885.13 m3b. Pasir pasang = 50.11 m3c. Split = 0.10 m3c. Semen = 2,285.20 Zakd. Tulangan Ø 10 = 4.00 bte. Pekerja = 3,656.87 HOKd. Tukang = 897.27 HOKe. Pekerja = 3,402 HOK

Take of Sheet

Desa : Sukamaju

I. Tembok Penahan Tanah

TPT 1Panjang = 15 m

Ujung ke 1a.Luas A1 = 0.5 x 0.15 = 0.08 m2 b.Luas A2 = 0.2 x 0.5 = 0.10 m2 c.Luas A3 = 0.25 x 0.4 = 0.10 m2 d.Luas A4 = 0.5 x 0.25 x 0.25 = 0.03 m2 e.Luas A5 = 0.9 x 0.25 = 0.23 m2 f.Luas A6 = 1.2 : 2 x 3 = 1.80 m2 g.Luas AT1 = 2.33 m2h. Volume = 2.33 x 15 = 34.97 m3

Analisa BEP

a. Batu belah = 1.2 x 34.97 = 42 m3b. Pasir pasang = 0.5 x 34.97 = 17 m3c. Semen = 2.6 x 34.97 = 91 zakd. Tukang = 0.8 x 34.97 = 28 HOKe. Pekerja = 2.4 x 34.97 = 84 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 15 = 12 m3b. Pekerja galian = 0.4 x 12 = 5 HOKc. Jumlah HOK Pekerja = 84 + 5 = 89 HOK

TPT 2Panjang = 15 m

a.Luas A1 = 0.35 x 0.1 = 0.03 m2 a.Luas A2 = 0.1 x 0.35 = 0.03 m2 b.Luas A3 = 0.33 x 0.175 = 0.06 m2 c.Luas A4 = 0.5 x 0.15 x 0.15 = 0.01 m2 d.Luas A5 = 0.73 x 0.175 = 0.13 m2 e.Luas A6 = 1.03 : 2 x 2.175 = 1.12 m2 f.Luas AT = 1.39 m2g.Volume = 1.39 x 15 = 20.80 m3

Analisa BEP

a. Batu belah = 1.2 x 20.80 = 25 m3b. Pasir pasang = 0.5 x 20.80 = 10 m3c. Semen = 2.6 x 20.80 = 54 zakd. Tukang = 0.8 x 20.80 = 17 HOKe. Pekerja = 2.4 x 20.80 = 50 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 15 = 12 m3b. Pekerja galian = 0.4 x 12 = 5 HOKc. Jumlah HOK Pekerja = 50 + 5 = 55 HOK

II. Bronjong

Panjang = 15 mLuas pnp = 9.5 m2Volume = 142.5 m3

Analisa G.5a pengairan

a. Batu belah = 1 x 142.5 = 143 m3b. Kawat bronjong 3 mm = 13.39 x 142.5 = 1,908 Kgc. Tukang = 1.69 x 142.5 = 241 HOKd. Pekerja = 1.99 x 142.5 = 284 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1 x 3 = 2 m2b. Volume galian = 2 x 15 = 30 m3b. Pekerja galian = 0.4 x 30 = 12 HOKc. Jumlah HOK Pekerja = 284 + 12 = 296 HOK

Take of Sheet

Desa : Pangadegan

I. Analisa Perpipaan

= 1 x 1,700 = 1,700 mb. Lem PVC = 0.002 x 1,700 = 3 kgd. Tukang = 0.012 x 1,700 = 20 HOKe. Pekerja = 0.11 x 1,700 = 187 HOK

= 1 x 1,200 = 1,200 mb. Lem PVC = 0.008 x 1,200 = 10 kgd. Tukang = 0.013 x 1,200 = 16 HOKe. Pekerja = 0.065 x 1,200 = 78 HOK

= 1 x 1,150 = 1,150 mb. Lem PVC = 0.01 x 1,150 = 12 kgd. Tukang = 0.008 x 1,150 = 9 HOKe. Pekerja = 0.08 x 1,150 = 92 HOK

II. Broncaptering

Ukuran 2 x 1.5 x 1.51. Pasangan Batu BelahLuas pnp = 0.4 + 0.6 x 1.5 = 0.75 m2

2Volume = 0.75 x 7 = 5.25 m3

Analisa BEPa. Batu belah = 1.2 x 5.25 = 6.30 m3b. Pasir pasang = 0.5 x 5.25 = 2.63 m3c. Semen = 2.6 x 5.25 = 13.65 zakd. Tukang = 0.8 x 5.25 = 4 HOKe. Pekerja = 2.4 x 5.25 = 13 HOK

Galian Tanah ( analisa K-224 )a. Luas galian = 0.3 m2b. Volume galian = 0.3 x 8 = 2 m3b. Pekerja galian = 0.4 x 2 = 1 HOKc. Jumlah HOK Pekerja = 13 + 1 = 14 HOK

Plesteran + acian (1:5)Volume = 1.5 x 7 = 10.5 m2 x 2 = 21 m2

Analisa BOWa. Pasir pasang = 0.019 x 21 = 0.40 m3b. Semen = 0.108 x 21 = 2.27 zakc. Tukang = 0.214 x 21 = 4.49 HOKd. Pekerja = 0.286 x 21 = 6.01 HOK

a. Pipa PVC Ø 2"

a. Pipa PVC Ø 1"

a. Pipa PVC Ø 3/4"

III. Hidran Umum

Ukuran 2 x 1 x 1.5 M1. Pasangan Batu BelahVolume = 0.4 + 0.6 x 1.5 = 1.5 m3

2

Analisa BEPa. Batu belah = 1.2 x 1.50 = 1.80 m3b. Pasir pasang = 0.5 x 1.50 = 0.75 m3c. Semen = 2.6 x 1.50 = 3.90 zakd. Tukang = 0.8 x 1.50 = 1.20 HOKe. Pekerja = 2.4 x 1.50 = 3.60 HOK

Galian Tanah ( analisa K-224 )a. Luas galian = 0.3 m2b. Volume galian = 0.3 x 8 = 2 m3b. Pekerja galian = 0.4 x 2 = 1 HOKc. Jumlah HOK Pekerja = 4 + 1 = 5 HOK

2. Pasangan Sloof Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 6 = 0.18 m3

Analisa BOWa.Semen = 6.46 x 0.18 = 1.16 zakb. Pasir beton = 0.52 x 0.18 = 0.09 m3c. Batu pecah/ Split = 0.78 x 0.18 = 0.14 m3d. Besi beton = 150.00 x 0.18 = 27.00 kge. Kawat beton = 3.00 x 0.18 = 0.54 kgf. Kayu bekisting = 0.27 x 0.18 = 0.05 m3g. Paku = 2.00 x 0.18 = 0.36 kgh. Tukang batu = 0.350 x 0.18 = 0.06 HOKi. Tukang besi = 1.400 x 0.18 = 0.25 HOKj. Tukang kayu = 1.560 x 0.18 = 0.28 HOKk. Pekerja = 4.850 x 0.18 = 0.87 HOK

3. Pasangan Kolom Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.15 x 1.5 x 4 = 0.135 m3

Analisa BOWa.Semen = 6.46 x 0.135 = 0.87 zakb. Pasir beton = 0.52 x 0.135 = 0.07 m3c. Batu pecah/ Split = 0.78 x 0.135 = 0.11 m3d. Besi beton = 150.00 x 0.135 = 20.25 kge. Kawat beton = 3.75 x 0.135 = 0.51 kgf. Kayu bekisting = 0.17 x 0.135 = 0.02 m3g. Paku = 0.83 x 0.135 = 0.11 kgh. Tukang batu = 0.350 x 0.135 = 0.05 HOKi. Tukang besi = 2.100 x 0.135 = 0.28 HOKj. Tukang kayu = 3.300 x 0.135 = 0.45 HOKk. Pekerja = 7.310 x 0.135 = 0.99 HOK

4. Pasangan Ring Balk Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 6 = 0.18 m3

Analisa BOWa.Semen = 6.46 x 0.18 = 1.16 zakb. Pasir beton = 0.52 x 0.18 = 0.09 m3c. Batu pecah/ Split = 0.78 x 0.18 = 0.14 m3d. Besi beton = 150.00 x 0.18 = 27.00 kge. Kawat beton = 3.00 x 0.18 = 0.54 kgf. Kayu bekisting = 0.32 x 0.18 = 0.06 m3g. Paku = 3.20 x 0.18 = 0.58 kgh. Tukang batu = 0.350 x 0.18 = 0.06 HOKi. Tukang besi = 1.400 x 0.18 = 0.25 HOKj. Tukang kayu = 2.800 x 0.18 = 0.50 HOKk. Pekerja = 5.960 x 0.18 = 1.07 HOK

5. Pasangan Lantai Beton Bawah T = 0.15 cm (1:2:3)Volume = 1.0 x 2.0 x 0.15 = 0.30 m3

Analisa BOWa.Semen = 6.46 x 0.3 = 1.94 zakb. Pasir beton = 0.52 x 0.3 = 0.16 m3c. Batu pecah/ Split = 0.78 x 0.3 = 0.23 m3d. Besi beton = 150.00 x 0.3 = 45.00 kge. Kawat beton = 3.00 x 0.3 = 0.90 kgf. Kayu bekisting = 0.32 x 0.3 = 0.10 m3g. Paku = 3.20 x 0.3 = 0.96 kgh. Tukang batu = 0.350 x 0.3 = 0.11 HOKi. Tukang besi = 1.400 x 0.3 = 0.42 HOKj. Tukang kayu = 1.560 x 0.3 = 0.47 HOKk. Pekerja = 4.850 x 0.3 = 1.45 HOK

6. Pasangan Lantai Beton Atas T = 0.15 cm (1:2:3)Volume = 0.3 - 0.5 x 0.5 x 0.15 = 0.263 m3

Analisa BOWa.Semen = 6.46 x 0.263 = 1.70 zakb. Pasir beton = 0.52 x 0.263 = 0.14 m3c. Batu pecah/ Split = 0.78 x 0.263 = 0.21 m3d. Besi beton = 150.00 x 0.263 = 39.45 kge. Kawat beton = 3.00 x 0.263 = 0.79 kgf. Kayu bekisting = 0.10 x 0.263 = 0.03 m3g. Paku = 3.20 x 0.263 = 0.84 kgh. Tukang batu = 0.350 x 0.263 = 0.09 HOKi. Tukang besi = 1.400 x 0.263 = 0.37 HOKj. Tukang kayu = 1.560 x 0.263 = 0.41 HOKk. Pekerja = 4.850 x 0.263 = 1.28 HOK

7. Pasangan 1/2 Bata merah 1 (1:5)Volume = 1.5 x 6 = 9.0 m2

Analisa BOWa. Bata merah = 70.00 x 9 = 630.00 bhb. Pasir pasang = 0.06 x 9 = 0.52 m3c. Semen = 0.25 x 9 = 2.25 zakd. Tukang = 0.214 x 9 = 1.93 HOK

e. Pekerja = 0.429 x 9 = 3.86 HOK

8. Plesteran + acian (1:5)Volume = 1.5 x 6 = 9.0 m2 x 2 = 18 m2

Analisa BOWa. Pasir pasang = 0.019 x 18 = 0.34 m3b. Semen = 0.108 x 18 = 1.94 zakc. Tukang = 0.214 x 18 = 3.85 HOKd. Pekerja = 0.286 x 18 = 5.15 HOK

9. Pengecatan Dinding Bak (Khusus Cat Bak)Volume = (1.0 x 4) + 18 = 22 m2

Analisa BOWa. Cat bak = 0.05 x 22 = 0.99 kgc. Kwas 2" = 1.000 x 1 = 1.00 bhc. Pekerja = 0.050 x 22 = 1.10 HOK

III. Bak Pelepas Tekan

Ukuran 1 x 1 x 1 m1. Pasangan Batu BelahVolume = 0.4 + 0.6 x 1.5 = 0.75 m3

2

Analisa BEPa. Batu belah = 1.2 x 0.75 = 0.90 m3b. Pasir pasang = 0.5 x 0.75 = 0.38 m3c. Semen = 2.6 x 0.75 = 1.95 zakd. Tukang = 0.8 x 0.75 = 0.60 HOKe. Pekerja = 2.4 x 0.75 = 1.80 HOK

Galian Tanah ( analisa K-224 )a. Luas galian = 0.3 m2b. Volume galian = 0.3 x 8 = 2 m3b. Pekerja galian = 0.4 x 2 = 1 HOKc. Jumlah HOK Pekerja = 2 + 1 = 3 HOK

2. Pasangan Sloof Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 4 = 0.12 m3

Analisa BOWa.Semen = 6.46 x 0.12 = 0.78 zakb. Pasir beton = 0.52 x 0.12 = 0.06 m3c. Batu pecah/ Split = 0.78 x 0.12 = 0.09 m3d. Besi beton = 150.00 x 0.12 = 18.00 kge. Kawat beton = 3.00 x 0.12 = 0.36 kgf. Kayu bekisting = 0.27 x 0.12 = 0.03 m3g. Paku = 2.00 x 0.12 = 0.24 kgh. Tukang batu = 0.350 x 0.12 = 0.04 HOKi. Tukang besi = 1.400 x 0.12 = 0.17 HOKj. Tukang kayu = 1.560 x 0.12 = 0.19 HOKk. Pekerja = 4.850 x 0.12 = 0.58 HOK

3. Pasangan Kolom Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.15 x 4 = 0.09 m3

Analisa BOWa.Semen = 6.46 x 0.09 = 0.58 zakb. Pasir beton = 0.52 x 0.09 = 0.05 m3c. Batu pecah/ Split = 0.78 x 0.09 = 0.07 m3d. Besi beton = 150.00 x 0.09 = 13.50 kge. Kawat beton = 3.75 x 0.09 = 0.34 kgf. Kayu bekisting = 0.17 x 0.09 = 0.02 m3g. Paku = 0.83 x 0.09 = 0.07 kgh. Tukang batu = 0.350 x 0.09 = 0.03 HOKi. Tukang besi = 2.100 x 0.09 = 0.19 HOKj. Tukang kayu = 3.300 x 0.09 = 0.30 HOKk. Pekerja = 7.310 x 0.09 = 0.66 HOK

4. Pasangan Ring Balk Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 5 = 0.15 m3

Analisa BOWa.Semen = 6.46 x 0.15 = 0.97 zakb. Pasir beton = 0.52 x 0.15 = 0.08 m3c. Batu pecah/ Split = 0.78 x 0.15 = 0.12 m3d. Besi beton = 150.00 x 0.15 = 22.50 kge. Kawat beton = 3.00 x 0.15 = 0.45 kgf. Kayu bekisting = 0.32 x 0.15 = 0.05 m3g. Paku = 3.20 x 0.15 = 0.48 kgh. Tukang batu = 0.350 x 0.15 = 0.05 HOKi. Tukang besi = 1.400 x 0.15 = 0.21 HOKj. Tukang kayu = 2.800 x 0.15 = 0.42 HOKk. Pekerja = 5.960 x 0.15 = 0.89 HOK

5. Pasangan Lantai Beton Bawah T = 0.15 cm (1:2:3)Volume = 1.0 x 1.0 x 0.15 = 0.15 m3

Analisa BOWa.Semen = 6.46 x 0.15 = 0.97 zakb. Pasir beton = 0.52 x 0.15 = 0.08 m3c. Batu pecah/ Split = 0.78 x 0.15 = 0.12 m3d. Besi beton = 150.00 x 0.15 = 22.50 kge. Kawat beton = 3.00 x 0.15 = 0.45 kgf. Kayu bekisting = 0.32 x 0.15 = 0.05 m3g. Paku = 3.20 x 0.15 = 0.48 kgh. Tukang batu = 0.350 x 0.15 = 0.05 HOKi. Tukang besi = 1.400 x 0.15 = 0.21 HOKj. Tukang kayu = 1.560 x 0.15 = 0.23 HOKk. Pekerja = 4.850 x 0.15 = 0.73 HOK

6. Pasangan Lantai Beton Atas T = 0.15 cm (1:2:3)Volume = 1.0 x 0.75 x 0.15 = 0.1125 m3

Analisa BOWa.Semen = 6.46 x 0.1125 = 0.73 zakb. Pasir beton = 0.52 x 0.1125 = 0.06 m3c. Batu pecah/ Split = 0.78 x 0.1125 = 0.09 m3d. Besi beton = 150.00 x 0.1125 = 16.88 kge. Kawat beton = 3.00 x 0.1125 = 0.34 kgf. Kayu bekisting = 0.10 x 0.1125 = 0.01 m3g. Paku = 3.20 x 0.1125 = 0.36 kgh. Tukang batu = 0.350 x 0.1125 = 0.04 HOKi. Tukang besi = 1.400 x 0.1125 = 0.16 HOKj. Tukang kayu = 1.560 x 0.1125 = 0.18 HOKk. Pekerja = 4.850 x 0.1125 = 0.55 HOK

7. Pasangan 1/2 Bata merah 1 (1:5)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2

Analisa BOWa. Bata merah = 70.00 x 4.5 = 315.00 bhb. Pasir pasang = 0.06 x 4.5 = 0.26 m3c. Semen = 0.25 x 4.5 = 1.13 zakd. Tukang = 0.214 x 4.5 = 0.96 HOKe. Pekerja = 0.429 x 4.5 = 1.93 HOK

8. Plesteran + acian (1:5)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2 x 2 = 9 m2

Analisa BOWa. Pasir pasang = 0.019 x 9 = 0.17 m3b. Semen = 0.108 x 9 = 0.97 zakc. Tukang = 0.214 x 9 = 1.93 HOKd. Pekerja = 0.286 x 9 = 2.57 HOK

9. Pengecatan Dinding Bak (Khusus Cat Bak)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2 + (1 x 0.75) = 5.25 m2

Analisa BOWa. Cat bak = 0.25 x 5.25 = 1.31 kgc. Kwas 2" = 1.000 x 1 = 1.00 bhc. Pekerja = 0.050 x 5.25 = 0.26 HOK

IV. Bak Pembagi (BP)

Ukuran 0.75 x 0.75 x 0.75 m

1. Pasangan 1/2 Bata merah 1 (1:5)Volume = 0.75 x 3 = 2.25 m2

Analisa BOWa. Bata merah = 70.00 x 2.25 = 157.50 bhb. Pasir pasang = 0.06 x 2.25 = 0.13 m3c. Semen = 0.25 x 2.25 = 0.56 zakd. Tukang = 0.214 x 2.25 = 0.48 HOKe. Pekerja = 0.429 x 2.25 = 0.97 HOK

Take of Sheet

Desa : Nagarawangi

I. Analisa Perpipaan

Analisa BOW

= 1 x 2,250 = 2,250 mb. Lem PVC = 0.0015 x 2,250 = 3 kgd. Tukang = 0.016 x 2,250 = 36 HOKe. Pekerja = 0.165 x 2,250 = 371 HOK

II. Broncaptering

Ukuran 3 x 1 x 1.51. Pasangan Batu BelahLuas pnp = 0.4 + 0.6 x 1.5 = 0.75 m2

2Volume = 0.75 x 8 = 6 m3

Analisa BEPa. Batu belah = 1.2 x 6.00 = 7.20 m3b. Pasir pasang = 0.5 x 6.00 = 3.00 m3c. Semen = 2.6 x 6.00 = 15.60 zakd. Tukang = 0.8 x 6.00 = 5 HOKe. Pekerja = 2.4 x 6.00 = 14 HOK

Plesteran + acian (1:5)Volume = 1.5 x 8 = 12 m2 x 2 = 24 m2

Analisa BOWa. Pasir pasang = 0.019 x 24 = 0.46 m3b. Semen = 0.108 x 24 = 2.59 zakc. Tukang = 0.214 x 24 = 5.14 HOKd. Pekerja = 0.286 x 24 = 6.86 HOK

Galian Tanah ( analisa K-224 )a. Luas galian = 0.3 m2b. Volume galian = 0.3 x 8 = 2 m3b. Pekerja galian = 0.4 x 2 = 1 HOKc. Jumlah HOK Pekerja = 14 + 1 = 15 HOK

III. Bak Pelepas Tekan (BPT)

Ukuran 1 x 1 x 1 M1. Pasangan Batu BelahVolume = 0.4 + 0.6 x 1.5 = 0.75 m3

2Analisa BEPa. Batu belah = 1.2 x 0.75 = 0.90 m3b. Pasir pasang = 0.5 x 0.75 = 0.38 m3c. Semen = 2.6 x 0.75 = 1.95 zakd. Tukang = 0.8 x 0.75 = 0.60 HOK

a. Pipa PVC Ø 2.5"

e. Pekerja = 2.4 x 0.75 = 1.80 HOK

Galian Tanah ( analisa K-224 )a. Luas galian = 0.3 m2b. Volume galian = 0.3 x 8 = 2 m3b. Pekerja galian = 0.4 x 2 = 1 HOKc. Jumlah HOK Pekerja = 2 + 1 = 3 HOK

2. Pasangan Sloof Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 4 = 0.12 m3

Analisa BOWa.Semen = 6.46 x 0.12 = 0.78 zakb. Pasir beton = 0.52 x 0.12 = 0.06 m3c. Batu pecah/ Split = 0.78 x 0.12 = 0.09 m3d. Besi beton = 150.00 x 0.12 = 18.00 kge. Kawat beton = 3.00 x 0.12 = 0.36 kgf. Kayu bekisting = 0.27 x 0.12 = 0.03 m3g. Paku = 2.00 x 0.12 = 0.24 kgh. Tukang batu = 0.350 x 0.12 = 0.04 HOKi. Tukang besi = 1.400 x 0.12 = 0.17 HOKj. Tukang kayu = 1.560 x 0.12 = 0.19 HOKk. Pekerja = 4.850 x 0.12 = 0.58 HOK

3. Pasangan Kolom Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.15 x 4 = 0.09 m3

Analisa BOWa.Semen = 6.46 x 0.09 = 0.58 zakb. Pasir beton = 0.52 x 0.09 = 0.05 m3c. Batu pecah/ Split = 0.78 x 0.09 = 0.07 m3d. Besi beton = 150.00 x 0.09 = 13.50 kge. Kawat beton = 3.75 x 0.09 = 0.34 kgf. Kayu bekisting = 0.17 x 0.09 = 0.02 m3g. Paku = 0.83 x 0.09 = 0.07 kgh. Tukang batu = 0.350 x 0.09 = 0.03 HOKi. Tukang besi = 2.100 x 0.09 = 0.19 HOKj. Tukang kayu = 3.300 x 0.09 = 0.30 HOKk. Pekerja = 7.310 x 0.09 = 0.66 HOK

4. Pasangan Ring Balk Beton 15/20 cm (1:2:3)Volume = 0.15 x 0.20 x 5 = 0.15 m3

Analisa BOWa.Semen = 6.46 x 0.15 = 0.97 zakb. Pasir beton = 0.52 x 0.15 = 0.08 m3c. Batu pecah/ Split = 0.78 x 0.15 = 0.12 m3d. Besi beton = 150.00 x 0.15 = 22.50 kge. Kawat beton = 3.00 x 0.15 = 0.45 kgf. Kayu bekisting = 0.32 x 0.15 = 0.05 m3g. Paku = 3.20 x 0.15 = 0.48 kgh. Tukang batu = 0.350 x 0.15 = 0.05 HOKi. Tukang besi = 1.400 x 0.15 = 0.21 HOKj. Tukang kayu = 2.800 x 0.15 = 0.42 HOKk. Pekerja = 5.960 x 0.15 = 0.89 HOK

5. Pasangan Lantai Beton Bawah T = 0.15 cm (1:2:3)Volume = 1.0 x 1.0 x 0.15 = 0.15 m3

Analisa BOWa.Semen = 6.46 x 0.15 = 0.97 zakb. Pasir beton = 0.52 x 0.15 = 0.08 m3c. Batu pecah/ Split = 0.78 x 0.15 = 0.12 m3d. Besi beton = 150.00 x 0.15 = 22.50 kge. Kawat beton = 3.00 x 0.15 = 0.45 kgf. Kayu bekisting = 0.32 x 0.15 = 0.05 m3g. Paku = 3.20 x 0.15 = 0.48 kgh. Tukang batu = 0.350 x 0.15 = 0.05 HOKi. Tukang besi = 1.400 x 0.15 = 0.21 HOKj. Tukang kayu = 1.560 x 0.15 = 0.23 HOKk. Pekerja = 4.850 x 0.15 = 0.73 HOK

6. Pasangan Lantai Beton Atas T = 0.15 cm (1:2:3)Volume = 1.0 x 0.75 x 0.15 = 0.1125 m3

Analisa BOWa.Semen = 6.46 x 0.1125 = 0.73 zakb. Pasir beton = 0.52 x 0.1125 = 0.06 m3c. Batu pecah/ Split = 0.78 x 0.1125 = 0.09 m3d. Besi beton = 150.00 x 0.1125 = 16.88 kge. Kawat beton = 3.00 x 0.1125 = 0.34 kgf. Kayu bekisting = 0.10 x 0.1125 = 0.01 m3g. Paku = 3.20 x 0.1125 = 0.36 kgh. Tukang batu = 0.350 x 0.1125 = 0.04 HOKi. Tukang besi = 1.400 x 0.1125 = 0.16 HOKj. Tukang kayu = 1.560 x 0.1125 = 0.18 HOKk. Pekerja = 4.850 x 0.1125 = 0.55 HOK

7. Pasangan 1/2 Bata merah 1 (1:5)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2

Analisa BOWa. Bata merah = 70.00 x 4.5 = 315.00 bhb. Pasir pasang = 0.06 x 4.5 = 0.26 m3c. Semen = 0.25 x 4.5 = 1.13 zakd. Tukang = 0.214 x 4.5 = 0.96 HOKe. Pekerja = 0.429 x 4.5 = 1.93 HOK

8. Plesteran + acian (1:5)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2 x 2 = 9 m2

Analisa BOWa. Pasir pasang = 0.019 x 9 = 0.17 m3b. Semen = 0.108 x 9 = 0.97 zakc. Tukang = 0.214 x 9 = 1.93 HOKd. Pekerja = 0.286 x 9 = 2.57 HOK

9. Pengecatan Dinding Bak (Khusus Cat Bak)Volume = (1.0 x 4) + (0.5 x 1) = 4.5 m2 + (1 x 0.75) = 5.25 m2

Analisa BOWa. Cat bak = 0.25 x 5.25 = 1.31 kgc. Kwas 2" = 1.000 x 1 = 1.00 bhc. Pekerja = 0.050 x 5.25 = 0.26 HOK

IV. Bak Pembagi (BP)

Ukuran 0.75 x 0.75 x 0.75 m

1. Pasangan 1/2 Bata merah 1 (1:5)Volume = 0.75 x 3 = 2.25 m2

Analisa BOWa. Bata merah = 70.00 x 2.25 = 157.50 bhb. Pasir pasang = 0.06 x 2.25 = 0.13 m3c. Semen = 0.25 x 2.25 = 0.56 zakd. Tukang = 0.214 x 2.25 = 0.48 HOKe. Pekerja = 0.429 x 2.25 = 0.97 HOK

Take of Sheet

Desa : Sukasirnarasa

I. Tembok Penahan Tanah

TPT 1Panjang = 50 m

a.Luas A1 = 0.35 x 0.1 = 0.03 m2 a.Luas A2 = 0.1 x 0.35 = 0.03 m2 b.Luas A3 = 0.33 x 0.175 = 0.06 m2 c.Luas A4 = 0.5 x 0.15 x 0.15 = 0.01 m2 d.Luas A5 = 0.73 x 0.175 = 0.13 m2 e.Luas A6 = 1.03 : 2 x 2.175 = 1.12 m2 f.Luas AT = 1.39 m2g.Volume = 1.39 x 50 = 69.34 m3

Analisa BEP

a. Batu belah = 1.2 x 69.34 = 83 m3b. Pasir pasang = 0.5 x 69.34 = 35 m3c. Semen = 2.6 x 69.34 = 180 zakd. Tukang = 0.8 x 69.34 = 55 HOKe. Pekerja = 2.4 x 69.34 = 166 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 50 = 40 m3b. Pekerja galian = 0.4 x 40 = 16 HOKc. Jumlah HOK Pekerja = 166 + 16 = 182 HOK

II. Kirmir Saluran

Panjang = 41 mLuas pnp = 0.68 m2Volume = 28 m3

Analisa BEP

a. Batu belah = 1.2 x 28 = 33 m3b. Pasir pasang = 0.5 x 28 = 14 m3c. Semen = 2.6 x 28 = 72 zakd. Tukang = 0.8 x 28 = 22 HOKe. Pekerja = 2.4 x 28 = 67 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.4 m2b. Volume galian = 0.4 x 41 = 16 m3b. Pekerja galian = 0.4 x 16 = 7 HOK

c. Jumlah HOK Pekerja = 67 + 7 = 73 HOK

Take of Sheet

Desa : Cibungur

I. Analisa Kirmir

Type S1Panjang = 577 mLuas pnp = 0.245 m2Volume = 141 m3

Analisa BEP

a. Batu belah = 1.2 x 141 = 170 m3b. Pasir pasang = 0.5 x 141 = 71 m3c. Semen = 2.6 x 141 = 368 zakd. Tukang = 0.8 x 141 = 113 HOKe. Pekerja = 2.4 x 141 = 339 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 0.4 m2b. Volume galian = 0.4 x 577 = 231 m3b. Pekerja galian = 0.4 x 231 = 92 HOKc. Jumlah HOK Pekerja = 339 + 92 = 432 HOK

Tipe 2Panjang = 16 m

a.Luas A1 = 0.35 x 0.1 = 0.03 m2 a.Luas A2 = 0.1 x 0.35 = 0.03 m2 b.Luas A3 = 0.33 x 0.175 = 0.06 m2 c.Luas A4 = 0.5 x 0.15 x 0.15 = 0.01 m2 d.Luas A5 = 0.73 x 0.175 = 0.13 m2 e.Luas A6 = 1.03 : 2 x 2.175 = 1.12 m2 f.Luas AT = 1.39 m2g.Volume = 1.39 x 16 = 22.19 m3

Analisa BEP

a. Batu belah = 1.2 x 22.19 = 27 m3b. Pasir pasang = 0.5 x 22.19 = 11 m3c. Semen = 2.6 x 22.19 = 58 zakd. Tukang = 0.8 x 22.19 = 18 HOKe. Pekerja = 2.4 x 22.19 = 53 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.375 + 0.225 = 0.8 m22

b. Volume galian = 0.8 x 16 = 13 m3b. Pekerja galian = 0.75 x 13 = 10 HOKc. Jumlah HOK Pekerja = 53 + 10 = 63 HOK

I. Jembatan Beton Bertulang

b. Volume = 12.00 x 2 = 24.00 m3

Analisa

a. Batu belah = 1.2 x 24.00 = 29 m3b. Pasir pasang = 0.5 x 24.00 = 12 m3c. Semen = 2.6 x 24.00 = 62 zakd. Tukang = 0.8 x 24.00 = 19 HOKe. Pekerja = 2.4 x 24.00 = 58 HOK

Galian Tanah ( analisa K-224 )

a. Luas galian = 1.5 + 1 = 1.25 m2b. Volume galian = 1.25 x 9 = 11 m3b. Pekerja galian = 0.4 x 11 = 5 HOKc. Jumlah HOK Pekerja = 58 + 5 = 62 HOK

Take of Sheet

Desa : Sukahayu

I. Pekerasan Jalan Rabat Beton

Panjang = 85 mLebar = 2.5 mLuas pnp = 0.332 m2Volume = 28 m3

Analisa K-719Bahana. Pasir beton = 6 : 13 x 28 = 13 m3 b. Semen = 57.6 : 13 x 28 = 125 m3 c. Batu pecah = 10 : 13 x 28 = 22 m3 d. Kayu bekisting = 0.26 : 13 x 28 = 0.6 m3 Upaha. Tukang = 4 : 13 x 28 = 9 HOK b. Pekerja = 24 : 13 x 28 = 52 HOK Sewa MolenLamanya sewa molen = 12 : 13 x 28 : 8 = 4 hari

Badan Jalan( 1 hok = 10 m2 dari tabel P3DT)a. Pembersihan badan jalan = 2.5 x 85 = 213 m2b. Pekerja pembersihan badan jalan = 213 : 10 = 21 HOKc. Penggalian tanah saluran = 85 x 0.5 + 0.3 x 0.5 = 17 m3

2Penggalian tanah saluran (tabel P3DT 1 HOK = 1 m3) = 17 x 1 = 17 HOK

II. Gorong-Gorong

Panjang = 16 mDiameter = 40 cm

( Tabel P3DT untuk gorong-gorong )a. Batu belah = 10 m3 b. Pasir pasang = 5 m3 c. Semen = 27 zakd. Buis beton = 16 bhe. Tukang = 15 HOKf. Pekerja = 45 HOK

III. Perkerasan Jalan Telford

Panjang = 725 mLebar = 2.5 m

1. Batu belah = 725 x 2.5 x 0.15 x 1.30 = 353 m3 a. Batu pokok 10/15 = 0.8 x 353 = 283 m3 b. Batu kunci 5/7 = 0.2 x 353 = 71 m3 c. Pasir urug = 725 x 2.5 x 0.05 x 1.34 = 121 m3 d. Pasir penutup = 725 x 2.5 x 0.05 x 1.34 = 121 m3

2. Badan Jalan( 1 hok = 10 m2 dari tabel P3DT)a. Pembersihan badan jalan = 725 x 2.5 = 1,813 m2b. Pekerja pembersihan badan jalan = 1812.5 : 10 = 181 HOKc. Penggalian tanah saluran = 725 x 0.5 + 0.3 x 0.5 = 145 m3

2 Penggalian tanah saluran (tabel P3DT 1 HOK = 1 m3) = 145 x 1 = 145 HOKd. Pemasangan batu belah = 725 x 2.5 = 1,813 m2 Pemasangan batu belah 1 HOK = 4 m2 = 1,813 : 4 = 453 HOKe. Pekerja penghamparan pasir urug (tabel P3DT 1 HOK = 2 m3) = 121 : 2 = 61 HOKf. Pekerja penghamparan pasir penutup 1 HOK = 2 m3 = 121 : 2 = 61 HOK

Total pekerja = 181 + 145 + 453 + 61 + 61 = 901 HOK

3. Sewa AlatPemadatan oleh mesin gilas = 300 m2 perhari (tabel P3DT)a. Pemadatan permukaan = 725 x 3 = 1,813 m2 b. Lamanya sewa mesin gilas = 1,813 : 300 = 6 hari