Perpipaan Air Bersih, Sudarmanto

I Perpipaan Bahan
Panjang = 2.250 m Pipa
BC-BP1 = 12 m Ø 2.5" 12 / 4 = 3 btg
BP1-A = 600 m Ø 2" 600 / 4 = 150 btg
A-B = 500 m Ø 1.5" 500 / 4 = 125 btg
B-BP2 = 500 m Ø 1" 500 / 4 = 125 btg
BP2-HU1 = 150 m Ø 3/4" 150 / 4 = 37,5 btg
BP2-HU2 = 350 m Ø 3/4" 350 / 4 = 87,5 btg
BP2-HU3 = 130 m Ø 3/4" 130 / 4 = 32,5 btg
Knee
Ø 2.5" = 5 bh
Ø 2" = 10 bh
Ø 1.5" = 20 bh
Ø 1" = 10 bh
Ø 3/4" = 20 bh
Lem = 1 kg

Galian Upah
Panjang = 2150 m Pekerja 193,5 / 1 = 194 HOK
Lebar = 0,3 m Angkut Pipa 560,5 / 10 = 56 HOK
Tinggi = 0,3 m
Volume = 193,5 m3










II Jembatan Seling P:100m Bahan
Beton Pasir 1,62 x 0,68 = 1 m3
Vol 1 = (0.3 x 0.3 x 1.5) x 2 Semen 1,62 x 5,73 = 9 zak
= 0,27 m3 Split 1,62 x 1,04 = 2 m3
Vol 2 = (0.45 x 1 x 1.5) x 2 Besi 1,62 x 110 = 178 kg
= 1,35 m3 Besi Ø 10 = 22 btg
Vol Tot = 1,62 m3 Besi Ø 6 = 2 btg
Bendrat = 2 kg
Paku = 1 kg
Papan Cor = 24 lbr
Kawat Galvanis = 4 roll

Upah
Pekerja 1,62 x 4,06 = 7 HOK
Tukang 1,62 x 0,35 = 1 HOK
Mandor 1,62 x 0,203 = 1 HOK
T. Besi = 5 HOK
Langsir PC 9 / 5 = 2 HOK
Langsir 3 / 0,5 = 6 HOK
Lang. Besi = 2 HOK
Lsr. Split 2 / 1 = 2 HOK



III Bronc Captering Bahan
Panjang = 4,5 m Batu 0,945 x 1,2 = 1 m3
Lebar = 0,3 m Semen 0,945 x 2,4 = 2 zak
Tinggi = 0,7 m Pasir 0,945 x 0,76 = 1 m3
Volume = 0,945 m3 Ijuk = 1 kmt
Bt. Kosong 0.8 x 0.8 x 1.5 = 1 m3
Koral 0.4 x 0.7 x 1.5 = 0,5 m3
Stop Kran Ø 2.5" = 1 bh
DOP Ø 2" = 1 bh

Upah
Pekerja 0,945 x 2,7 = 3 HOK
Tukang 0,945 x 0,36 = 1 HOK
Mandor 0,945 x 0,135 = 1 HOK
Langsir PC 0,5 / 5 = 1 HOK
Langsir 2 / 1 = 2 HOK

IV Bak Penampung 1 (2x2x2)m
Galian Upah
Vol = 2.5 x 2.5 x 0.4 Pekerja 2,5 / 1 = 2,5 HOK
= 2,5 m3

Pondasi Batu Kali (1:8) Bahan
Panjang = 2,5 m Batu 3,125 x 1,2 = 4 m3
Lebar = 2,5 m Semen 3,125 x 2,4 = 8 zak
Tinggi = 0,5 m Pasir 3,125 x 0,68 = 2 m3
Volume = 3,125 m3
Upah
Pekerja 3,125 x 2,7 = 8 HOK
Tukang 3,125 x 0,36 = 1 HOK
Mandor 3,125 x 0,135 = 1 HOK
Langsir PC 8 / 4 = 2 HOK
Langsir 2 / 2 = 1 HOK

Beton (1:3:5) Bahan
Sloof = 0.15 x 0.2 x 8 Pasir 0,9 x 0,68 = 1 m3
= 0,24 m3 Semen 0,9 x 5,73 = 5 zak
Kolom = 0.15 x 0.15 x 8 Split 0,9 x 1,09 = 1 m3
= 0,18 m3 Papan Cor = 15 lbr
Ringbalk = 0.1 x 0.1 x 8 Upah
= 0,08 m3 Pekerja 0,9 x 4,06 = 4 HOK
Tutup = 0.1 x 2 x 2 Tukang 0,9 x 0,35 = 1 HOK
= 0,4 m3 Mandor 0,9 x 0,203 = 1 HOK
Vol Tot = 0,9 m3 Langsir 1 / 2 = 0,5 HOK
Langsir PC 5 / 4 = 1 HOK

Asesoris
DOP Ø 2" = 1 bh
Knee Ø 2" = 2 bh
Stop Kran Ø 2.5 " = 1 bh
Stop Kran Ø 2 " = 1 bh
Pipa Ø 2" = 1 btg

Pas. Bata (1:6) Bahan
Vol = 2 x 8 Bata 16 x 70 = 1120 bh
= 16 m2 Pasir 16 x 0,081 = 1 m3
Semen 16 x 0,34 = 5 zak

Upah
Pekerja 16 x 0,525 = 8 HOK
Tukang 16 x 0,175 = 3 HOK
Mandor 16 x 0,0263 = 1 HOK
Langsir 1 / 2 = 0,5 HOK
Langsir PC 5 / 4 = 1,25 HOK
Lang. Bata 1120 / 500 = 2 HOK

Plesteran + Aci tbl 1.5 cm Bahan
Vol = 2 (2 x 8) Pasir 32 x 0,0245 = 1 m3
= 32 m2 Semen 32 x 0,191 = 6 zak

Upah
Pekerja 32 x 0,33 = 11 HOK
Tukang 32 x 0,165 = 5 HOK
Mandor 32 x 0,0165 = 1 HOK
Langsir 1 / 2 = 1 HOK
Langsir PC 6 / 4 = 2 HOK
Cat
vol = (2 x x 8) Bahan
= 16 m2 Cat 16 x 0,188 = 3 kg
Upah
Pekerja 16 x 0,03 = 1 HOK

V Bak Penampung 2 (2x1.5x2)m
Galian Upah
Vol = 2.5 x 2 x 0.4 Pekerja 2 / 1 = 2 HOK
= 2 m3

Pondasi Batu Kali (1:8) Bahan
Panjang = 2,5 m Batu 2,5 x 1,2 = 3 m3
Lebar = 2 m Semen 2,5 x 2,4 = 6 zak
Tinggi = 0,5 m Pasir 2,5 x 0,68 = 2 m3
Volume = 2,5 m3
Upah
Pekerja 2,5 x 2,7 = 7 HOK
Tukang 2,5 x 0,36 = 1 HOK
Mandor 2,5 x 0,135 = 1 HOK
Langsir PC 6 / 4 = 2 HOK
Langsir 2 / 2 = 1 HOK

Beton (1:3:5) Bahan
Sloof = 0.15 x 0.2 x 7 Pasir 0,7375 x 0,68 = 1 m3
= 0,21 m3 Semen 0,7375 x 5,73 = 4 zak
Kolom = 0.15 x 0.15 x 7 Split 0,7375 x 1,09 = 1 m3
= 0,1575 m3 Papan Cor = 15 lbr
Ringbalk = 0.1 x 0.1 x 7 Upah
= 0,07 m3 Pekerja 0,7375 x 4,06 = 3 HOK
Tutup = 0.1 x 2 x 1.5 Tukang 0,7375 x 0,35 = 1 HOK
= 0,3 m3 Mandor 0,7375 x 0,203 = 1 HOK
Vol Tot = 0,7375 m3 Langsir 1 / 2 = 0,5 HOK
Langsir PC 4 / 4 = 1 HOK

Asesoris
DOP Ø 2" = 1 bh
Knee Ø 2" = 2 bh
Stop Kran Ø 1 " = 1 bh
Stop Kran Ø 3/4 " = 1 bh
Pipa Ø 2" = 0,5 btg

Pas. Bata (1:6) Bahan
Vol = 2 x 7 Bata 14 x 70 = 980 bh
= 14 m2 Pasir 14 x 0,081 = 1 m3
Semen 14 x 0,34 = 5 zak

Upah
Pekerja 14 x 0,525 = 7 HOK
Tukang 14 x 0,175 = 2 HOK
Mandor 14 x 0,0263 = 1 HOK
Langsir 1 / 2 = 0,5 HOK
Langsir PC 5 / 4 = 1,25 HOK
Lang. Bata 980 / 500 = 2 HOK

Plesteran + Aci tbl 1.5 cm Bahan
Vol = 2 (2 x 7) Pasir 28 x 0,0245 = 1 m3
= 28 m2 Semen 28 x 0,191 = 5 zak

Upah
Pekerja 28 x 0,33 = 9 HOK
Tukang 28 x 0,165 = 5 HOK
Mandor 28 x 0,0165 = 0 HOK
Langsir 1 / 2 = 1 HOK
Langsir PC 5 / 4 = 1 HOK
Cat
vol = (2 x x 7) Bahan
= 14 m2 Cat 14 x 0,188 = 3 kg
Upah
Pekerja 14 x 0,03 = 1 HOK

Hidran Umum (2x1x2)m-3bh
Galian Upah
Vol = 2.5 x 1.5 x 0.4 Pekerja 4,5 / 1 = 4,5 HOK
= 4,5 m3

Pondasi Batu Kali (1:8) Bahan
Panjang = 2,5 m Batu 5,625 x 1,2 = 7 m3
Lebar = 1,5 m Semen 5,625 x 2,4 = 14 zak
Tinggi = 0,5 m Pasir 5,625 x 0,68 = 4 m3
Volume = 5,625 m3
Upah
Pekerja 5,625 x 2,7 = 15 HOK
Tukang 5,625 x 0,36 = 2 HOK
Mandor 5,625 x 0,135 = 1 HOK
Langsir PC 14 / 4 = 4 HOK
Langsir 4 / 2 = 2 HOK

Beton (1:3:5) Bahan
Sloof = 0.15 x 0.2 x 6 Pasir 0,975 x 0,68 = 1 m3
= 0,18 m3 Semen 0,975 x 5,73 = 6 zak
Kolom = 0.15 x 0.15 x 6 Split 0,975 x 1,09 = 1 m3
= 0,135 m3 Papan Cor = 30 lbr
Ringbalk = 0.1 x 0.1 x 6 Upah
= 0,06 m3 Pekerja 0,975 x 4,06 = 4 HOK
Tutup = 0.1 x 2 x 1 Tukang 0,975 x 0,35 = 1 HOK
= 0,2 m3 Mandor 0,975 x 0,203 = 1 HOK
Vol Tot = 0,975 m3 Langsir 1 / 2 = 0,5 HOK
Langsir PC 6 / 4 = 1 HOK

Asesoris
DOP Ø 2" = 3 bh
Knee Ø 2" = 6 bh
Stop Kran Ø 3/4 " = 3 bh
Kran Ø 0.5 " = 9 bh
Pipa Ø 2" = 1,5 btg

Pas. Bata (1:6) Bahan
Vol = 2 x 6 Bata 36 x 70 = 2520 bh
= 36 m2 Pasir 36 x 0,081 = 3 m3
Semen 36 x 0,34 = 12 zak

Upah
Pekerja 36 x 0,525 = 19 HOK
Tukang 36 x 0,175 = 6 HOK
Mandor 36 x 0,0263 = 1 HOK
Langsir 3 / 2 = 1,5 HOK
Langsir PC 12 / 4 = 3 HOK

Plesteran + Aci tbl 1.5 cm Bahan
Vol = 2 (2 x 6) Pasir 72 x 0,0245 = 2 m3
= 72 m2 Semen 72 x 0,191 = 14 zak

Upah
Pekerja 72 x 0,33 = 24 HOK
Tukang 72 x 0,165 = 12 HOK
Mandor 72 x 0,0165 = 1 HOK
Langsir 2 / 2 = 1 HOK
Langsir PC 14 / 4 = 4 HOK
Cat
vol = (2 x x 6) Bahan
= 48 m2 Cat 48 x 0,188 = 9 kg
Upah
Pekerja 48 x 0,03 = 1 HOK