analisa wiremeshh

vol.SSCVOLUME SSC (SOLID SEPARATION CHAMBER)NoItem PekerjaanGridKoefQTYDimensiVolumeTOTALXYZVOLUME

A.1Bouwplank158.40m'1.00x2.00x4.40x18.00x1.00=158.40

B.1Galian Tanah26.40m31.00x2.00x4.40x10.00x0.30=26.40

B.2Urugan Pasir Dipadatkan17.60m31.00x2.00x4.40x10.00x0.20=17.60

B.3Rabat lantai kerja4.40m31.00x2.00x4.40x0.05x10.00=4.40

B.4Urugan Tanah Kembali4.40m3Galian tanah1.00x26.40x1.00x1.00x1.00=26.40Pasir bawah pondasi(1.00)x17.60x1.00x1.00x1.00=(17.60)Rabat lantai kerja(1.00)x4.40x1.00x1.00x1.00=(4.40)

C.2Pasangan Batukali 1:45.54m31.00x2.00x0.66x4.20x1.00=5.54

D.1Beton dinding49.08m31.00x6.00x1.60x11.00x0.25=26.401.00x4.00x3.00x4.20x0.25=12.601.00x4.00x3.00x4.20x0.20=10.08

D.2Beton lantai 38.65m31.00x2.00x5.00x10.00x0.25=25.001.00x2.00x4.20x6.50x0.25=13.65

D.3Beton sloof2.16m31.00x1.00x0.25x12.00x0.30=0.901.00x1.00x0.25x16.80x0.30=1.26

C.1Pasangan Bata42.00m2Dinding1.00x2.00x4.20x5.00x1.00=42.00

C.2Benangan Sudut22.40m'Dinding1.00x2.00x2.80x4.00x1.00=22.40C.3Pemasangan Pancang Galam f12 cm - 4m560.00batang1.00x1.00x14.00x40.00x1.00=560.00

vol.PIT N IPALVOLUME PIT COLLECTOR DAN IPAL KOMUNALNoItem PekerjaanGridKoefQTYDimensiVolumeTOTALXYZVOLUME

A.1Bouwplank195.00m'Pit Collector1.00x2.00x2.00x2.00x1.00=8.00Support IPAL Komunal1.00x5.00x11.00x3.40x1.00=187.00

B.1Galian Tanah309.45m3Pit Collector1.00x1.00x3.00x3.00x2.30=20.70Support IPAL Komunal1.00x5.00x3.50x11.00x1.50=288.75

B.2Urugan Pasir Dipadatkan20.15m3Pit Collector1.00x1.00x3.00x0.10x3.00=0.90Support IPAL Komunal1.00x5.00x3.50x0.10x11.00=19.25

B.2Rabat lantai kerja10.08m3Pit Collector1.00x1.00x3.00x0.05x3.00=0.45Support IPAL Komunal1.00x5.00x3.50x0.05x11.00=9.63

B.3Urugan Tanah Kembali46.83m3Galian tanah1.00x309.45x1.00x1.00x1.00=309.45Pasir bawah pondasi(1.00)x20.15x1.00x1.00x1.00=(20.15)Rabat lantai kerja(1.00)x10.08x1.00x1.00x1.00=(10.08)Pit Collector(1.00)x1.00x2.00x2.00x2.00=(8.00)Support IPAL Komunal(1.00)x5.00x3.40x11.00x1.20=(224.40)

D.2Beton dinding5.22m3Pit Collector1.00x1.00x4.00x1.00x0.20=0.80Support IPAL Komunal1.00x5.00x3.40x1.30x0.20=4.42

D.2Beton lantai 38.20m3Pit Collector1.00x1.00x2.00x2.00x0.20=0.80Support IPAL Komunal1.00x5.00x3.40x11.00x0.20=37.40

D.3Beton sloof 30/5015.21m3Pit Collector1.00x1.00x4.00x0.30x0.30=0.36Support IPAL Komunal1.00x5.00x33.00x0.30x0.30=14.85

D.4Pemasangan Pancang Galam f12 cm - 4m516.00batangPit Collector1.00x1.00x6.00x6.00x1.00=36.00Support IPAL Komunal1.00x1.00x40.00x12.00x1.00=480.00

vol.pipa jaringan n area rumahVOLUME MANHOLE, BOX CONTROL, AREA RUMAH DAN PIPA JARINGANNoItem PekerjaanGridKoefQTYDimensiVolumeTOTALXYZVOLUME

A.1Bouwplank821.20m'Manhole1.00x22.00x4.00x1.00x1.00=88.00Box control1.00x95.00x3.76x1.00x1.00=357.20Support Pipa1.00x100.00x3.76x1.00x1.00=376.00

B.1Galian Tanah1,279.48m3Manhole1.00x22.00x1.00x1.00x1.53=33.72Box control1.00x95.00x1.00x1.00x1.42=134.90Support pipa1.00x100.00x0.20x0.40x0.20=1.60Jaringan PipaD2 - D1.00x1.00x194.91x0.80x0.47=73.62D1 - D1.00x1.00x235.98x0.80x0.47=89.10D - F total1.00x1.00x8.72x0.80x0.96=6.71F1 - F1.00x1.00x194.70x0.80x0.49=76.27F - L total1.00x1.00x43.02x0.80x1.06=36.65L1 - L1.00x1.00x191.18x0.80x0.58=88.01L - C total1.00x1.00x8.23x0.80x1.17=7.69C1 - C1.00x1.00x200.28x0.80x0.59=94.82C - B total1.00x1.00x39.57x0.80x1.26=39.98E1 - E1.00x1.00x104.83x0.80x0.21=17.58E2 - E1.00x1.00x104.35x0.80x0.21=17.49E - B total1.00x1.00x109.36x0.80x0.88=77.06B - A total1.00x1.00x78.31x0.80x1.50=93.89J1 - J1.00x1.00x141.99x0.80x0.28=32.26J2 - J1.00x1.00x101.99x0.80x0.28=23.17J - M total1.00x1.00x10.04x0.80x0.59=4.72M1 - M1.00x1.00x100.93x0.80x0.30=24.53M - N total1.00x1.00x38.37x0.80x0.68=21.02N1 - N1.00x1.00x100.56x0.80x0.38=30.66N - H total1.00x1.00x8.53x0.80x0.78=5.32I1 - I1.00x1.00x91.23x0.80x0.18=13.32I2 - I1.00x1.00x71.95x0.80x0.18=10.50I - H total1.00x1.00x69.24x0.80x0.58=32.16H - P total1.00x1.00x33.23x0.80x0.86=22.92K1 - K1.00x1.00x135.10x0.80x0.27=29.20K2 - K1.00x1.00x90.36x0.80x0.27=19.53K - O total1.00x1.00x6.82x0.80x0.55=3.02O1 - O1.00x1.00x50.97x0.80x0.28=11.59O - P total1.00x1.00x45.09x0.80x0.75=27.00P - G total1.00x1.00x5.78x0.80x0.94=4.34G1 - G1.00x1.00x81.58x0.80x0.48=31.07G - A total1.00x1.00x34.53x0.80x1.30=36.01A - IPAL1.00x1.00x6.04x0.80x1.67=8.06

B.2Urugan Pasir Dipadatkan13.70m3Manhole1.00x22.00x1.00x1.00x0.10=2.20Box control1.00x95.00x1.00x1.00x0.10=9.50Support pipa1.00x100.00x0.40x1.00x0.05=2.00

B.3Rabat lantai kerja25.00m3Manhole1.00x22.00x1.00x1.00x0.05=1.10Box control1.00x95.00x1.00x1.00x0.05=4.75Bak kontrol KM/WC1.00x152.00x1.05x0.75x0.08=9.58Bak kontrol Penyaring Lemak Limbah Dapur1.00x152.00x1.05x0.75x0.08=9.58

B.4Urugan Tanah Kembali1,062.58m3Galian tanah1.00x1,279.48x1.00x1.00x1.00=1,279.48Pasir bawah pondasi(1.00)x13.70x1.00x1.00x1.00=(13.70)Rabat lantai kerja(1.00)x25.00x1.00x1.00x1.00=(25.00)Manhole(1.00)x22.00x1.00x1.00x1.53=(33.66)Box control(1.00)x95.00x0.94x0.94x1.42=(119.20)Jaringan PipaD2 - D(1.00)x1.00x194.91x1.00x0.01=(1.53)D1 - D(1.00)x1.00x235.98x1.00x0.01=(1.85)D - F total(1.00)x1.00x8.72x1.00x0.01=(0.07)F1 - F(1.00)x1.00x194.70x1.00x0.01=(1.53)F - L total(1.00)x1.00x43.02x1.00x0.02=(0.76)L1 - L(1.00)x1.00x191.18x1.00x0.01=(1.50)L - C total(1.00)x1.00x8.23x1.00x0.01=(0.06)C1 - C(1.00)x1.00x200.28x1.00x0.02=(3.54)C - B total(1.00)x1.00x39.57x1.00x0.02=(0.70)E1 - E(1.00)x1.00x104.83x1.00x0.01=(0.82)E2 - E(1.00)x1.00x104.35x1.00x0.01=(0.82)E - B total(1.00)x1.00x109.36x1.00x0.01=(0.86)B - A total(1.00)x1.00x78.31x1.00x0.01=(0.61)J1 - J(1.00)x1.00x141.99x1.00x0.01=(1.11)J2 - J(1.00)x1.00x101.99x1.00x0.01=(0.80)J - M total(1.00)x1.00x10.04x1.00x0.02=(0.18)M1 - M(1.00)x1.00x100.93x1.00x0.01=(0.79)M - N total(1.00)x1.00x38.37x1.00x0.01=(0.30)N1 - N(1.00)x1.00x100.56x1.00x0.01=(0.79)N - H total(1.00)x1.00x8.53x1.00x0.02=(0.15)I1 - I(1.00)x1.00x91.23x1.00x0.02=(1.61)I2 - I(1.00)x1.00x71.95x1.00x0.01=(0.56)I - H total(1.00)x1.00x69.24x1.00x0.01=(0.54)H - P total(1.00)x1.00x33.23x1.00x0.01=(0.26)K1 - K(1.00)x1.00x135.10x1.00x0.01=(1.06)K2 - K(1.00)x1.00x90.36x1.00x0.01=(0.71)K - O total(1.00)x1.00x6.82x1.00x0.01=(0.05)O1 - O(1.00)x1.00x50.97x1.00x0.01=(0.40)O - P total(1.00)x1.00x45.09x1.00x0.01=(0.35)P - G total(1.00)x1.00x5.78x1.00x0.01=(0.05)G1 - G(1.00)x1.00x81.58x1.00x0.01=(0.64)G - A total(1.00)x1.00x34.53x1.00x0.01=(0.27)A - IPAL(1.00)x1.00x6.04x1.00x0.01=(0.05)

D.2Beton dinding77.02m3Manhole1.00x22.00x4.00x0.12x1.53=16.16Box control1.00x95.00x3.76x0.12x1.42=60.87

D.2Beton lantai 273.00m3Manhole1.00x22.00x1.00x1.00x0.22=4.84Box control1.00x95.00x0.94x0.94x0.22=18.47Bak kontrol KM/WC1.00x152.00x1.05x0.75x1.00=119.70Bak kontrol Penyaring Lemak Limbah Dapur1.00x152.00x1.05x0.75x1.00=119.70Support pipa jaringan1.00x100.00x0.25x0.40x1.00=10.00Support pipa gelontor1.00x16.00x0.30x0.20x0.30=0.29

C.3Pasangan Bata912.00m2Bak kontrol KM/WC1.00x152.00x3.00x1.00x1.00=456.00Bak kontrol Penyaring Lemak Limbah Dapur1.00x152.00x3.00x1.00x1.00=456.00

C.4Benangan Sudut23.20m'Support pipa1.00x100.00x1.00x1.00x0.20=20.00Support pipa gelontor1.00x16.00x1.00x1.00x0.20=3.20

C.5Pemasangan Pancang Galam f12 cm - 4m468.00batangManhole1.00x22.00x2.00x2.00x1.00=88.00Box control1.00x95.00x2.00x2.00x1.00=380.00

vol.oxidation ditchVOLUME OXIDATION DITCHNoItem PekerjaanGridKoefQTYDimensiVolumeTOTALXYZVOLUME

A.1Bouwplank872.00m'Oxidation Ditch1.00x2.00x52.00x8.00x1.00=832.00SDB (Sludge Dring Bed)1.00x1.00x10.00x4.00x1.00=40.00

B.1Galian Tanah773.70m3Oxidation Ditch1.00x1.00x48.00x8.00x1.80=691.20SDB (Sludge Dring Bed)1.00x1.00x11.00x5.00x1.50=82.50

B.2Urugan Pasir Dipadatkan43.90m3Oxidation Ditch1.00x1.00x48.00x0.10x8.00=38.40SDB (Sludge Dring Bed)1.00x1.00x11.00x0.10x5.00=5.50

B.2Rabat lantai kerja21.95m3Oxidation Ditch1.00x1.00x48.00x0.05x8.00=19.20SDB (Sludge Dring Bed)1.00x1.00x11.00x0.05x5.00=2.75

B.3Urugan Tanah Kembali111.85m3Galian tanah1.00x773.70x1.00x1.00x1.00=773.70Pasir bawah pondasi(1.00)x43.90x1.00x1.00x1.00=(43.90)Rabat lantai kerja(1.00)x21.95x1.00x1.00x1.00=(21.95)Oxidation Ditch(1.00)x1.00x8.00x45.00x1.50=(540.00)SDB (Sludge Dring Bed)(1.00)x1.00x10.00x4.00x1.40=(56.00)

C.2Pasangan Batukali 1:415.60m3Oxidation Ditch1.00x1.00x1.50x8.00x1.30=15.60

D.2Beton dinding52.60m3Oxidation Ditch1.00x1.00x227.00x1.00x0.20=45.40SDB (Sludge Dring Bed)1.00x1.00x36.00x1.00x0.20=7.20

D.2Beton lantai 94.00m3Oxidation Ditch1.00x1.00x430.00x1.00x0.20=86.00SDB (Sludge Dring Bed)1.00x1.00x10.00x4.00x0.20=8.00

D.3Beton sloof 30/5024.48m3Oxidation Ditch1.00x1.00x236.00x0.30x0.30=21.24SDB (Sludge Dring Bed)1.00x1.00x36.00x0.30x0.30=3.24

D.4Pemasangan Pancang Galam f12 cm - 4m6,429.00batangOxidation Ditch1.00x1.00x150.00x40.00x1.00=6,000.00SDB (Sludge Dring Bed)1.00x1.00x13.00x33.00x1.00=429.00

vol.IPLTVOLUME IPLTNoItem PekerjaanGridKoefQTYDimensiVolumeTOTALXYZVOLUME

A.1Bouwplank530.00m'1.00x2.00x26.00x1.00x1.00=52.001.00x2.00x239.00x1.00x1.00=478.00

B.1Galian Tanah4,954.58m3Equalisasi1.00x1.00x4.00x4.00x2.00=32.00Anaerob 1 + Fakultatif1.00x1.00x26.00x36.00x3.00=2,808.00Kolam penghubung Anaerob 1 - Fakultatif1.00x1.00x2.40x1.70x1.00=4.08Anaerob 2 + Maturasi1.00x1.00x26.00x26.00x3.00=2,028.00SDB (Sludge Dring Bed)1.00x1.00x11.00x5.00x1.50=82.50

B.2Urugan Pasir Dipadatkan168.71m3Equalisasi1.00x1.00x4.00x0.10x4.00=1.60Anaerob 1 + Fakultatif1.00x1.00x26.00x0.10x36.00=93.60Kolam penghubung Anaerob 1 - Fakultatif1.00x1.00x2.40x0.10x1.70=0.41Anaerob 2 + Maturasi1.00x1.00x26.00x0.10x26.00=67.60SDB (Sludge Dring Bed)1.00x1.00x11.00x0.10x5.00=5.50

B.2Rabat lantai kerja84.35m3Equalisasi1.00x1.00x4.00x0.05x4.00=0.80Anaerob 1 + Fakultatif1.00x1.00x26.00x0.05x36.00=46.80Kolam penghubung Anaerob 1 - Fakultatif1.00x1.00x2.40x0.05x1.70=0.20Anaerob 2 + Maturasi1.00x1.00x26.00x0.05x26.00=33.80SDB (Sludge Dring Bed)1.00x1.00x11.00x0.05x5.00=2.75

B.3Urugan Tanah Kembali288.69m3Galian tanah1.00x4,954.58x1.00x1.00x1.00=4,954.58Pasir bawah pondasi(1.00)x168.71x1.00x1.00x1.00=(168.71)Rabat lantai kerja(1.00)x84.35x1.00x1.00x1.00=(84.35)Equalisasi(1.00)x1.00x3.00x3.00x2.00=(18.00)Anaerob 1 + Fakultatif(1.00)x1.00x25.00x35.00x2.70=(2,362.50)Kolam penghubung Anaerob 1 - Fakultatif(1.00)x1.00x2.40x1.70x1.00=(4.08)Anaerob 2 + Maturasi(1.00)x1.00x24.50x35.00x2.30=(1,972.25)SDB (Sludge Dring Bed)(1.00)x1.00x10.00x4.00x1.40=(56.00)

C.2Pasangan Batukali 1:46.34m3Kolam penghubung Anaerob - Fakultatif1.00x3.00x1.25x1.30x1.30=6.34

D.2Beton dinding174.41m3Pit Collector1.00x1.00x21.60x1.00x0.20=4.32Anaerob 11.00x1.00x224.00x1.00x0.20=44.80Anaerob 21.00x1.00x224.00x1.00x0.20=44.80Fakultatif1.00x1.00x225.00x1.00x0.20=45.00Maturasi1.00x1.00x158.40x1.00x0.20=31.68Kolam penghubung Anaerob - Fakultatif1.00x1.00x2.10x1.00x0.10=0.21SDB (Sludge Dring Bed)1.00x1.00x36.00x1.00x0.10=3.60

D.2Beton lantai 351.85m3Pit Collector1.00x1.00x9.00x1.00x0.20=1.80Anaerob 11.00x1.00x375.00x1.00x0.20=75.00Anaerob 21.00x1.00x375.00x1.00x0.20=75.00Fakultatif1.00x1.00x500.00x1.00x0.20=100.00Maturasi1.00x1.00x480.00x1.00x0.20=96.00Kolam penghubung Anaerob - Fakultatif1.00x1.00x0.49x1.00x0.10=0.05SDB (Sludge Dring Bed)1.00x1.00x10.00x4.00x0.10=4.00

D.3Beton sloof 30/5074.52m3Pit Collector1.00x1.00x12.00x0.30x0.30=1.08Anaerob 11.00x1.00x190.00x0.30x0.30=17.10Anaerob 21.00x1.00x190.00x0.30x0.30=17.10Fakultatif1.00x1.00x220.00x0.30x0.30=19.80Maturasi1.00x1.00x216.00x0.30x0.30=19.44SDB (Sludge Dring Bed)1.00x1.00x36.00x0.30x0.30=3.24

D.4Beton Balok 15/2010.80m3Anaerob 11.00x4.00x15.00x0.15x0.20=1.80Anaerob 21.00x4.00x15.00x0.15x0.20=1.80Fakultatif1.00x4.00x30.00x0.15x0.20=3.60Maturasi1.00x4.00x30.00x0.15x0.20=3.60

C.3Pasangan Bata392.00m2Dinding1.00x4.00x2.80x35.00x1.00=392.00

C.4Benangan Sudut44.80m'Dinding1.00x4.00x2.80x4.00x1.00=44.80C.5Pemasangan Pancang Galam f12 cm - 4m19,593.00batangKolam penghubung Anaerob - Fakultatif1.00x1.00x6.00x1.00x1.00=6.00Pit Collector1.00x1.00x10.00x10.00x1.00=100.00Anaerob 11.00x1.00x83.00x50.00x1.00=4,150.00Anaerob 21.00x1.00x83.00x50.00x1.00=4,150.00Fakultatif1.00x1.00x66.00x83.00x1.00=5,478.00Maturasi1.00x1.00x66.00x80.00x1.00=5,280.00SDB (Sludge Dring Bed)1.00x1.00x13.00x33.00x1.00=429.00

Rekapitulasi (2)RENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

REKAPITULASI BIAYA MENGGUNAKAN OXIDATION DITCHNoUraian PekerjaanTotal Harga

1BANGUNAN MANHOLE, BOX CONTROL, AREA RUMAH DAN JARINGAN PIPA1,525,827,3372BANGUNAN INSTALASI PIT COLLECTOR DAN IPAL KOMUNAL1,921,872,0593BANGUNAN SSC (SOLID SEPARATION CHAMBER)422,063,0474BANGUNAN INSTALASI OXIDATION DITCH1,687,434,531SUB TOTAL5,557,196,973PPN 10%555,719,697TOTAL BIAYA6,112,916,671TOTAL BIAYA DIBULATKAN6,112,900,000

RekapitulasiRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

REKAPITULASI BIAYA MENGGUNAKAN IPTLNoUraian PekerjaanTotal Harga

1BANGUNAN MANHOLE, BOX CONTROL, AREA RUMAH DAN JARINGAN PIPA1,525,827,3372BANGUNAN INSTALASI PIT COLLECTOR DAN IPAL KOMUNAL1,921,872,0593BANGUNAN SSC (SOLID SEPARATION CHAMBER)422,063,0474BANGUNAN INSTALASI PENGOLAHAN LUMPUR TINJA3,383,875,047SUB TOTAL7,253,637,490PPN 10%725,363,749TOTAL BIAYA7,979,001,239TOTAL BIAYA DIBULATKAN7,979,000,000

Oxidation DitchRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

BANGUNAN INSTALASI OXIDATION DITCH

NoUraian PekerjaanVolumeSatuanHarga SatuanTotal Harga

APEKERJAAN PERSIAPAN1Pasang bouwplank872.00m'39,43634,388,192Sub Total Pekerjaan Persiapan34,388,192

BPEKERJAAN TANAH1Galian tanah773.70m351,15639,579,3972Urugan tanah kembali 111.85m315,9601,785,1263Urugan tanah dipadatkan 43.90m3122,4605,375,994Sub Total Pekerjaan Tanah46,740,517

CPEKERJAAN PASANGAN1Pasangan batu kali 1 : 415.60m3498,6607,779,0962Acian31.20m226,503826,8783Pemasangan Pancang Galam f12 cm - 4 m6,429.00batang14,10090,648,900Sub Total Pekerjaan Pasangan99,254,874

DPEKERJAAN BETON1Beton rabat21.95m31,116,88824,515,6812Beton plat lantai K-225 t = 20 cm, D13-150 double94.00m33,905,697367,135,4713Beton plat dinding K-225 t = 20 cm, D13-150 double52.60m33,905,697205,439,6364Beton sloof 30/50 K-225, 416; 316; 41224.48m33,630,72688,880,160Sub Total Pekerjaan Beton685,970,948

EPEKERJAAN INSTALASI PERPIPAAN1Pipa PVC dia. 8" AW30.00m'36,0001,080,0002Pengadaan Pompa2.00buah10,000,00020,000,0003Pengadaan Scrapper1.00buah200,000,000200,000,0004Pengadaan Mamud Aerator2.00buah300,000,000600,000,000Sub Total Pekerjaan Instalasi Perpipaan821,080,000TOTAL1,687,434,531

SSCRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

BANGUNAN SSC (SOLID SEPARATION CHAMBER)



BPEKERJAAN TANAH1Galian tanah26.40m351,1561,350,5182Urugan tanah kembali 4.40m315,96070,2243Urugan tanah dipadatkan 17.60m3122,4602,155,296Sub Total Pekerjaan Tanah3,576,038

CPEKERJAAN PASANGAN1Pasangan batu kali 1 : 45.54m3498,6602,764,5712Pasangan batu bata 1 : 442.00m296,9984,073,9273Plesteran 1:4 tebal 15 mm84.00m243,8063,679,7044Benangan sudut22.40m'11,729262,7185Pemasangan Pancang Galam f12 cm - 4 m560.00batang14,1007,896,000Sub Total Pekerjaan Pasangan18,676,920

DPEKERJAAN BETON1Beton rabat4.40m31,116,8884,914,3052Beton plat lantai K-225 t = 25 cm, D13-150 double38.65m33,905,697150,955,1703Beton plat dinding K-225 t = 25 cm, D13-150 double49.08m33,905,697191,691,5844Beton sloof 30/50 K-225, 416; 316; 4122.16m33,630,7267,842,367Sub Total Pekerjaan Beton355,403,426

EPEKERJAAN INSTALASI PERPIPAAN1Pipa PVC dia. 8" AW60.00m'36,0002,160,0002Pengadaan Pintu Air4.00buah4,000,00016,000,0003Pengadaan Housing Pintu air2.00buah10,000,00020,000,000Sub Total Pekerjaan Instalasi Perpipaan38,160,000TOTAL422,063,047

PIT N IPALRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

BANGUNAN INSTALASI PIT COLLECTOR DAN IPAL KOMUNAL



BPEKERJAAN TANAH1Galian tanah309.45m351,15615,830,2242Urugan tanah kembali 46.83m315,960747,3273Urugan tanah dipadatkan 20.15m3122,4602,467,569Sub Total Pekerjaan Tanah19,045,120

CPEKERJAAN BETON1Beton rabat10.08m31,116,88811,252,6422Beton plat lantai K-225 t = 20 cm, D13-150 double38.20m33,905,697149,197,6063Beton plat dinding K-225 t = 20 cm, D13-150 double5.22m33,905,69720,387,7364Beton sloof 30/50 K-225, 416; 316; 41215.21m33,630,72655,223,335Sub Total Pekerjaan Beton236,061,318

DPEKERJAAN INSTALASI PERPIPAAN1Pipa PVC dia. 0.15 cm50.00m'36,0001,800,0002Pengadaan Pompa5.00buah10,000,00050,000,0003Pengadaan Paket IPAL Komunal1.00Paket1,600,000,0001,600,000,0004Pemasangan Pancang Galam f12 cm - 4 m516.00batang14,1007,275,600Sub Total Pekerjaan Instalasi Perpipaan1,659,075,600TOTAL1,921,872,059

pipa jaringan dan area rumahRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

BANGUNAN MANHOLE, BOX CONTROL, AREA RUMAH DAN JARINGAN PIPA



BPEKERJAAN TANAH1Galian tanah1,279.48m351,15665,453,2432Urugan tanah kembali 1,062.58m315,96016,958,7623Urugan tanah dipadatkan 13.70m3122,4601,677,702Sub Total Pekerjaan Tanah84,089,707

CPEKERJAAN PASANGAN1Pasangan batu bata 1 : 4912.00m296,99888,462,4042Plesteran 1:4 tebal 15 mm1,824.00m243,80679,902,1443Acian912.00m226,50324,170,2804Benangan sudut23.20m'11,729272,1015Pemasangan Pancang Galam f12 cm - 4 m468.00batang14,1006,598,800Sub Total Pekerjaan Pasangan199,405,729

DPEKERJAAN BETON1Beton rabat25.00m31,116,88827,924,4212Beton plat lantai K-225273.00m33,068,884837,790,7243Beton plat dinding K-22577.02m32,566,797197,704,112Sub Total Pekerjaan Beton1,063,419,258

EPEKERJAAN INSTALASI PERPIPAAN DAN LAIN-LAIN1Pipa PVC dia. 0.1 m2,574.00m'25,00064,350,0002Pipa PVC dia. 0.15 cm164.00m'36,0005,904,0003Pipa Area Rumah3,800.00m'17,50066,500,0004Accecoris Pipa653.80buah1,000653,8005Bak Fiber 50x30x30304.00buah30,0009,120,000

Sub Total Pekerjaan Instalasi Perpipaan146,527,800TOTAL1,525,827,337

IPLTRENCANA ANGGARAN BIAYADED SISTEM AIR LIMBAH PERMUKIMAN RSH KUALA KAPUAS

BANGUNAN INSTALASI PENGOLAHAN LUMPUR TINJA



BPEKERJAAN TANAH1Galian tanah4,954.58m351,156253,456,4942Urugan tanah kembali 288.69m315,9604,607,4603Urugan tanah dipadatkan 168.71m3122,46020,659,982Sub Total Pekerjaan Tanah278,723,937

CPEKERJAAN PASANGAN1Pasangan batu kali 1 : 46.34m3498,6603,160,2582Pasangan batu bata 1 : 4392.00m296,99838,023,3143Plesteran 1:4 tebal 15 mm784.00m243,80634,343,9044Acian784.00m226,50320,777,9605Benangan sudut44.80m'11,729525,437Sub Total Pekerjaan Pasangan96,830,873

DPEKERJAAN BETON1Beton rabat84.35m31,116,88894,213,9282Beton plat lantai K-225 t = 20 cm, D13-150 double351.85m33,905,6971,374,215,4083Beton plat dinding K-225 t = 20 cm, D13-150 double174.41m33,905,697681,192,5274Beton sloof 30/50 K-225, 5D13; 5D13; 8-15074.52m33,630,726270,561,6645Beton balok 15/20 K-225, 3D13; 2D13; 8-15074.52m32,904,580216,449,3316Pemasangan Pancang Galam f12 cm - 4 m19,593.00batang14,100276,261,300Sub Total Pekerjaan Beton2,912,894,158

EPEKERJAAN INSTALASI PERPIPAAN1Pipa PVC dia. 8" AW75.00m'36,0002,700,0002Pipa PVC dia. 4" AW73.00m'25,0001,825,0003Pengadaan Pompa7.00buah10,000,00070,000,000Sub Total Pekerjaan Instalasi Perpipaan74,525,000TOTAL3,383,875,047

Upah dan BahanHARGA SATUAN UPAH DAN BAHANNoUraianSatuanHarga Satuan

AUPAH

1Mandorhari96,0002Kepala Tukanghari108,0003Tukanghari84,0004Pekerjahari60,0005Penjaga Malamhari45,0006Operatorhari120,0007Pembantu Operatorhari72,0008Sopirhari96,0009Pembantu Sopirhari72,00010Mekanikhari156,00011Pembantu Mekanikhari72,00012Ongkos pasang geomembranem220,00013Ongkos bor strous dia. 30 cmm'10,000

BBAHAN

1Semen (1 zak = 40 kg = 50000)kg1,2502Sirtum370,0003Pasir Urugm386,2504Pasir Pasangm397,7505Pasir Betonm397,7506Kerikil Beton uk. 3 cm s/d 4 cmm3367,0007Split 1-2m3125,0008Kerikil Timbunm365,0009Splitm3125,00010Batu kosong 4 - 5m375,00011Kerikil Sungai tersarngm3300,00012Tanah Timbunanm370,00013Besi betonkg14,63714Besi sikukg17,000103,500.00/btg15Besi wiremesh M-6m2145,00012517Kawat Betonkg17,000400000018Kawat berdurikg11,000145454.54545454519Kawat kasam223,00020Paku 2 - 5"kg15,00021Residultr20,00022Ijukkg6,00023Bata Merahpcs69024Batu Belah 15/20 cmm375,00025Batu Kalim3300,00026Minyak begestingltr5,50027Kayu Balok kls IV (Bekisting)m31,048,00028Kayu Papan kls IV (Bekisting)m31,175,00029Kayu Balok Marsawam31,771,00030Kayu Papan Marsawam31,733,00031Kayu Balok Baniom31,873,00032Kayu Papan Baniom32,082,00033Kayu stood begestingbtg35,00034Triplek Tebal 4 mmm255,00035Multipleks tebal 9 mmlbr120,00036Teakwoodlbr250,000ragu28500037Lem kayultr45,00038Kaca clear 5 mmm292,00039Handle pintuset175,00040Kunci tanam biasabh103,50041Engsel pintu 4"set75,00042Engsel jendela 3"set40,00043Kait anginbh25,00044Agregat kasarm3112,75945Agregat halusm3114,94346Agregat klas C1m371,48047Keramik Lantai 30x30 KW 1m246,000banyak pilihan48Keramik Lantai 20x20 KW 1m240,00049Keramik Dinding 20x25 KW 1m242,50050Semen Nat Groutingkg10,00051Buis beton dia 1.00, bertulangbh322,80052Buis beton dia 1.20, bertulangbh500,000Pipa galvanize dia 4"m'133,000800,000.00/btg53Pipa PVC dia 600 mmm'333,0001,996,700.00/btg1/22000054Pipa PVC dia 500 mmm'208,0001,247,300.00/btg3/42500055Pipa PVC dia 400 mmm'132,000789,500.00/btg12875056Pipa PVC dia 350 mmm'103,000617,500.00/btg26000057Pipa PVC dia 300 mmm'81,000484,600.00/btg2.59000058Pipa PVC dia 250 mmm'50,000302,200.00/btg310000059Pipa PVC dia 200 mmm'40,000242,700.00/btg418000060Pipa PVC dia 150 mmm'21,000124,700.00/btg61Pipa PVC dia 100 mmm'10,00058,400.00/btg62Tee PVC 150 mmbh748,25063Socket 150 mmbh108,35016Geomembrane t=1.5 mmm263,25027.5Geosyntetic Clay Linersm2161,50064Geotextile Non WovenM29,77565Geosintetic Clay LinersM2177,65066Genteng metallbr178,250banyak pilihan67Galvalum sheet t = 0.4 mmm250,00068Atap galvalum gelombang t = 0.4 mmm275,00069Meni/Flinkotekg45,00070Cat menikg40,00071Plamirkg15,00072Cat dasar kayukg40,000adanya per kaleng,gak tau berapa kg73Cat penutup kayukg85,00074Cat dasar dindingkg30,00075Cat penutup dindingkg48,00076Senglbr51,750Pipa GI DN 150m750,000

PERALATAN

1ExcavatorJam381,905biaya yang tertulis di buku "total biaya modal" dengan nilai sekitar 1 M2BuldozerJam414,401idem3Dump TruckJam256,839idem4Vibrator RollerJam362,973idem5Motor GrederJam482,513idem6P. Tyre RollerJam514,496idem7Water tankerJam195,436idem

Luas TulanganLuasan besi beton

SEL SAMPAHBlok Beton t = 50 cm, 100x150x300.45 m31 m322.3249.600.621018.2011.2224.940.621018.0011.1024.66Balok 30/401 m'1 m315.65130.391.58164.006.3152.610.3986.679.3377.78

Kolom 40/401 m'1 m310.5265.761.58164.006.3139.460.3986.674.2126.31Poer pondasi t = 50 cm1 m21 m342.0984.181.581626.6742.0984.18Kolom Pagar 30/301 m'1 m36.7174.530.89124.003.5539.460.3986.673.1635.07BANGUNAN POS JAGA & KANTORSloof 15/251 m'1 m38.44225.040.89125.004.44118.380.3985.004.00106.67

BANGUNAN TEMPAT CUCIBlok Beton Penutup, 100x50x151 m21 m323.68315.670.891226.6723.68315.67

Sloof 15/251 m'1 m38.44225.040.89125.004.44118.380.3985.004.00106.67

Sloof 20/301 m'1 m310.21222.261.04135.005.21138.930.3985.005.0083.33

Sloof 30/501 m'1 m318.84125.631.04137.007.2948.620.89124.003.5523.680.3985.008.0053.33

Kansteen 15/351 m'1 m37.55170.890.89124.003.5594.700.3984.004.0076.19

Plat Dinding Beton t = 20 cm1 m21 m320.84104.191.041320.0020.84104.19

Kolom Praktis 15/151 m'1 m34.22187.430.89124.003.55157.830.2265.000.6729.59Ring Balok 15/201 m'1 m34.33144.270.89124.003.55118.380.2265.000.7825.89Plat Atap Beton t=10cm1 m21 m37.8978.920.39820.007.8978.92Lisplank beton t=5 cm1 m21 m35.26105.220.39813.335.26105.22BANGUNAN JEMBATAN TIMBANGPondasi Strous dia. 30 cm1 m'1 m36.3389.510.62108.004.9369.780.2266.671.3919.73Poer pondasi t = 35 cm1 m21 m323.6867.640.891226.6723.6867.64Sloof 20/301 m'1 m319.21320.081.58169.0014.21236.750.62105.005.0083.33

Sloof 30/351 m'1 m310.94104.180.89125.004.4442.280.3985.006.5061.90

Balok 30/701 m'1 m314.4468.760.89125.004.4421.140.62105.0010.0047.62

Balok Load Cell1 m'1 m312.9478.420.89125.004.4426.900.62105.008.5051.52Dinding samping oprit t = 25 cm1 m21 m316.4465.760.621026.6716.4465.76Plat lantai t = 20 cm1 m21 m313.1565.760.39820.007.8939.460.39813.335.2626.31BANGUNAN KOMPOSTING & BENGKELSloof 20/301 m'1 m311.11185.100.89125.004.4473.980.3986.676.67111.11

Kolom 25/251 m'1 m37.96127.320.89126.005.3385.230.3986.672.6342.09Plat lantai t = 15 cm1 m21 m32.9619.730.22613.332.9619.73Kolom Praktis 15/151 m'1 m34.74210.440.89124.003.55157.830.3985.001.1852.61Ring Balok 15/201 m'1 m34.33144.270.89124.003.55118.380.2265.000.7825.89

AnalisaANALISA HARGA SATUAN

A.Analisa Biaya Konstruksi Pekerjaan Persiapan & Tanah

1 M' Pengukuran dan Pemasangan Bowplank Bahan :0.0120m3Kayu Kaso 5/71,048,000.0012,576.000.0080m3Papan Bowplank 1,175,000.009,400.000.1000kgPaku Kayu 15,000.001,500.00Jumlah Bahan23,476.00

Upah :0.1000OHPekerja60,000.006,000.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah15,960.00TOTAL39,436.001 M3Galian tanah dengan alatUpah :0.0822OHPekerja60,000.004,932.000.0286OHMandor96,000.002,745.60wiremess/lbrJumlah Upah7,677.60jarak 15Alat :0.0286jamExcavator381,905.0010,922.482,5/15Jumlah alat10,922.48TOTAL18,600.0818x 2,535 x 51 M3Urugan tanah dipadatkan dengan alatsearah 5 ada 18Upah :0.0200OHPekerja60,000.001,200.0018 x 50.0020OHMandor96,000.00192.00Jumlah Upah1,392.00di 6 = 0,22/mAlat :0.0150hariBuldozer414,401.006,216.02kaki di 8 =0,395lebar 2, 5 jumla 30.0150hariMotor Greder482,513.007,237.7050/2.50.0150hariVibro Roller362,973.005,444.600.0jl. Kopi raya no 40Jumlah alat18,898.31aritamaTOTAL20,290.312.5

1 M3Galian tanah biasa sedalam < 1 mUpah :0.4000OHPekerja60,000.0024,000.000.0400OHMandor96,000.003,840.00Jumlah Upah27,840.00TOTAL27,840.00

1 M3Galian tanah biasa sedalam > 1 mUpah :0.7350OHPekerja60,000.0044,100.000.0735OHMandor96,000.007,056.00Jumlah Upah51,156.00TOTAL51,156.00

1 M3Urugan tanah kembali

Upah :0.1000OHPekerja60,000.006,000.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah15,960.00TOTAL15,960.001 M3Urugan pasir dipadatkanBahan :1.2000m3Pasir urug86,250.00103,500.00Jumlah Bahan103,500.00

Upah :0.3000OHPekerja60,000.0018,000.000.0100OHMandor96,000.00960.00Jumlah Upah18,960.00TOTAL122,460.001 M3Urugan sirtu dipadatkanBahan :1.2000m3sirtu70,000.0084,000.00Jumlah Bahan84,000.00

Upah :0.3000OHPekerja60,000.0018,000.000.0100OHMandor96,000.00960.00Jumlah Upah18,960.00

Alat :0.0150hariBuldozer414,401.006,216.020.0150hariMotor Greder482,513.007,237.700.0150hariVibro Roller362,973.005,444.60Jumlah alat18,898.31TOTAL121,858.311 M3Urugan gravel Bahan :1.2000m3kerikil sungai tersaring300,000.00360,000.00Jumlah Bahan360,000.00

Upah :0.3000OHPekerja60,000.0018,000.000.0100OHMandor96,000.00960.00Jumlah Upah18,960.00

Alat :0.0150hariBuldozer414,401.006,216.020.0150hariMotor Greder482,513.007,237.70

Jumlah alat13,453.71TOTAL392,413.71B.Analisa Biaya Pekerjaan Pondasi Batukali1 M3Pasang pondasi batukali, 1 PC : 4 PsrBahan :1.2000m3Batu belah 15/2075,000.0090,000.00163.0000Kg Semen1,250.00203,750.000.5200m3Pasir pasang97,750.0050,830.00Jumlah Bahan344,580.00wiremees 65,4

Upah :1.5000OHPekerja60,000.0090,000.00bekisting 20 cm0.6000OHTukang 84,000.0050,400.000.0600OHKepala Tukang 108,000.006,480.000.0750OHMandor96,000.007,200.00Jumlah Upah154,080.00TOTAL498,660.00

1 M3Pasang pondasi batu kosong / aanstampangBahan :1.2000m3Batu belah 15/2075,000.0090,000.000.3000m3Pasir urug86,250.0025,875.00Jumlah Bahan115,875.00

Upah :0.7800OHPekerja60,000.0046,800.000.3900OHTukang 84,000.0032,760.000.0390OHKepala Tukang 108,000.004,212.000.0390OHMandor96,000.003,744.00Jumlah Upah87,516.00TOTAL203,391.00

BatangPemasangan Trucuk (Pancang) Kayu Galam f 12 cm - 4 mBahan :1.0000batangKayu Galam f 12 cm, P. 4m7,500.007,500.00Jumlah Bahan7,500.00Upah :0.0025OHMandor96,000.00240.000.0400OHTukang Kayu84,000.003,360.000.0500OHPekerja / Buruh Tak Terampil60,000.003,000.00Jumlah Upah6,600.00TOTAL14,100.00C.Analisa Biaya Konstruksi Pekerjaan Beton1 M3Beton rabat 1PC : 3Psr : 6KrBahan :211.8500kgSemen1,250.00264,812.500.5000kgPasir beton97,750.0048,875.001.0000m3Kerikil367,000.00367,000.00Jumlah Bahan680,687.50

Upah :6.0000OHPekerja60,000.00360,000.000.5000OHTukang 84,000.0042,000.000.0500OHKepala Tukang 108,000.005,400.000.3000OHMandor96,000.0028,800.00Jumlah Upah436,200.00TOTAL1,116,887.501 M3Beton bertulang 1PC : 2Psr : 3KrBahan :336.0000kgSemen1,250.00420,000.000.5400kgPasir beton97,750.0052,785.000.8100m3Kerikil367,000.00297,270.00Jumlah Bahan770,055.00

Upah :2.0000OHPekerja60,000.00120,000.000.3500OHTukang 84,000.0029,400.000.0350OHKepala Tukang 108,000.003,780.001.0000OHMandor96,000.0096,000.00Jumlah Upah249,180.00TOTAL1,019,235.001 M3Beton Bertulang mutu K225Bahan :371.0000kgSemen1,250.00463,750.007.760.4986kgPasir beton97,750.0048,735.360.7756m3Split 1 -2125,000.0096,944.44215.0000ltrAir250.0053,750.00Jumlah Bahan663,179.80

Upah :1.6500OHPekerja60,000.0099,000.000.2750OHTukang 84,000.0023,100.000.0280OHKepala Tukang 108,000.003,024.000.0830OHMandor96,000.007,968.00Jumlah Upah133,092.00TOTAL796,271.801 KGPembesian dengan besi polos atau besi ulirBahan :1.0500kgBesi beton (polos/ulir)14,637.0015,368.850.0150kgKawat beton17,000.00255.00Jumlah Bahan15,623.85

Upah :0.0070OHPekerja60,000.00420.000.0070OHTukang 84,000.00588.000.0007OHKepala Tukang 108,000.0075.600.0003OHMandor96,000.0028.80Jumlah Upah1,112.40TOTAL16,736.251 M2Pasang begesting untuk pondasiBahan :0.0400m3Kayu papan kelas IV1,175,000.0047,000.000.3000kgPaku15,000.004,500.000.1000ltrMinyak begesting5,500.00550.00Jumlah Bahan52,050.00

Upah :0.3000OHPekerja60,000.0018,000.000.2600OHTukang 84,000.0021,840.000.0260OHKepala Tukang 108,000.002,808.000.0050OHMandor96,000.00480.00Jumlah Upah43,128.00TOTAL95,178.001 M2Pasang begesting untuk sloofBahan :0.0450m3Kayu papan kelas IV1,175,000.0052,875.000.3000kgPaku15,000.004,500.000.1000ltrMinyak begesting5,500.00550.00Jumlah Bahan57,925.00

Upah :0.3000OHPekerja60,000.0018,000.000.2600OHTukang 84,000.0021,840.000.0260OHKepala Tukang 108,000.002,808.000.0050OHMandor96,000.00480.00Jumlah Upah43,128.00TOTAL101,053.001 M2Pasang begesting untuk kolomBahan :0.0400m3Kayu papan kelas IV1,175,000.0047,000.000.0150m3Kayu balok kelas IV1,048,000.0015,720.000.3500lbrMultipleks tebal 9 mm120,000.0042,000.002.0000btgKayu stood35,000.0070,000.000.4000kgPaku15,000.006,000.000.2000ltrMinyak begesting5,500.001,100.00Jumlah Bahan181,820.00

Upah :0.3000OHPekerja60,000.0018,000.000.3300OHTukang 84,000.0027,720.000.0330OHKepala Tukang 108,000.003,564.000.0060OHMandor96,000.00576.00Jumlah Upah49,860.00TOTAL231,680.001 M2Pasang begesting untuk balokBahan :0.0400m3Kayu papan kelas IV1,175,000.0047,000.000.0180m3Kayu balok kelas IV1,048,000.0018,864.000.3500lbrMultipleks tebal 9 mm120,000.0042,000.002.0000btgKayu stood35,000.0070,000.000.4000kgPaku15,000.006,000.000.2000ltrMinyak begesting5,500.001,100.00Jumlah Bahan184,964.00

Upah :0.3200OHPekerja60,000.0019,200.000.3300OHTukang 84,000.0027,720.000.0330OHKepala Tukang 108,000.003,564.000.0060OHMandor96,000.00576.00Jumlah Upah51,060.00TOTAL236,024.001 M2Pasang begesting untuk lantaiBahan :0.0400m3Kayu papan kelas IV1,175,000.0047,000.000.0180m3Kayu balok kelas IV1,048,000.0018,864.000.3500lbrMultipleks tebal 9 mm120,000.0042,000.006.0000btgKayu stood35,000.00210,000.000.4000kgPaku15,000.006,000.000.2000ltrMinyak begesting5,500.001,100.00Jumlah Bahan324,964.00

Upah :0.3200OHPekerja60,000.0019,200.000.3300OHTukang 84,000.0027,720.000.0330OHKepala Tukang 108,000.003,564.000.0060OHMandor96,000.00576.00Jumlah Upah51,060.00TOTAL376,024.00REKAPITULASI

BANGUNAN POS JAGA, POS JEMBATAN TIMBANG & KANTOR

1 M3Beton Kolom praktis 15 x 15 cm210.4448kgBesi beton 412; 6-20016,736.253,522,057.121.0000m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.001,019,235.006.6700m2Begesting kolom231,680.001,545,305.60m34,294,784TOTAL6,086,597.72(5.90)m33,174,747m32,713,1571 M3Beton Ring balok / balok latai 15 x 20 cmm33,384,500144.2698kgBesi beton 412; 6-20016,736.252,414,535.251.0000m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.001,019,235.00(7.1310)m2Begesting balok101,053.00(720,613.49)(7.13)TOTAL2,713,156.76

1 M3Beton Sloof 15 x 25 cm225.0419kgBesi beton 512; 8-20016,736.253,766,357.131.0000m3Beton bertulang K225796,271.80796,271.80(2.6505)m2Begesting sloof101,053.00(267,845.14)TOTAL4,294,783.79(2.65)`1 M3Plat atap beton tebal 10 cm78.9168kgBesi beton 8-150 double16,736.251,320,771.42(0)1.0000m3Beton bertulang K225796,271.80796,271.804.5700m2Begesting plat lantai376,024.001,718,429.68TOTAL3,835,472.90`1 M3Plat konsol beton tebal 8 cm98.6460kgBesi beton 8-150 double16,736.251,650,964.27(7)1.0000m3Beton bertulang K225796,271.80796,271.804.5700m2Begesting plat lantai376,024.001,718,429.68TOTAL4,165,665.76`1 M'Beton Sloof 20 x 30 cm222.2598kgBesi beton 5D13; 8-20016,736.253,719,795.521.0000m3Beton bertulang K225796,271.80796,271.80Beton sloof 30/50 K22537.26m32,928,135(2.6505)m2Begesting sloof101,053.00(267,845.14)Beton dinding tebal 20 cm K225, exposed140.21m32,633,415TOTAL4,248,222.18Beton ringbalok 15/20 K2252.14m32,713,157`1 M3Beton Sloof 30 x 50 cm125.6326kgBesi beton 7D13; 412; 8-20016,736.252,102,619.231.0000m3Beton bertulang K225796,271.80796,271.800.290.2894m2Begesting sloof101,053.0029,244.09Beton sloof 15/25 K2250.45m3ERROR:#REF!TOTAL2,928,135.13Beton kolom praktis 15/15 K2250.41m3ERROR:#REF!Beton ringbalok 15/20 K2250.62m32,713,1571 M'Beton Kansteen 15 x 35 cmBeton plat lantai atap, t = 10 cm K2251.17m32,005,0957.5513kgBesi beton 412; 8-25016,736.25126,379.71Beton lisplank, t = 5cm K2250.21m32,005,0950.0525m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.0053,509.840.0800m2Begesting sloof101,053.008,084.24TOTAL187,973.79`1 M'Beton lisplank 5/30 cm5.2611kgBesi beton 8-15016,736.2588,051.430.0150.0150m3Beton bertulang K225796,271.8011,944.080.4500m2Begesting plat lantai376,024.00169,210.80TOTAL269,206.30

1 M3Beton Pondasi Strous dia. 30cm89.5070kgBesi beton 812; 6-15016,736.251,498,011.191.0000m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.001,019,235.00TOTAL2,517,246.19m33,174,747m32,713,157SEL SAMPAH

`1 M3Beton Blok 100x150x30 cm49.5970kgBesi beton 10-250 double16,736.25830,068.151.0000m3Beton bertulang K225796,271.80796,271.804.5700m2Begesting pondasi95,178.00434,963.46TOTAL2,061,303.41

1 M3Beton Balok 30/40m33,384,500130.3890kgBesi beton 416; 8-15016,736.252,182,222.611.0000m3Beton bertulang K225796,271.80796,271.805.0000m2Begesting balok101,053.00505,265.00TOTAL3,483,759.41

1 M3Beton Kolom 40/40m33,384,50065.7640kgBesi beton 416; 8-15016,736.251,100,642.851.0000m3Beton bertulang K225796,271.80796,271.804.8000m2Begesting kolom231,680.001,112,064.00TOTAL3,008,978.65

`1 M3Beton Poer Pondasi tebal 50 cm84.1779kgBesi beton 16-150 double16,736.251,408,822.851.0000m3Beton bertulang K225796,271.80796,271.804.5700m2Begesting pondasi95,178.00434,963.46TOTAL2,640,058.11

1 M3Beton Kolom Pagar 30/30m33,384,50074.5325kgBesi beton 412; 8-15016,736.251,247,395.231.0000m3Beton bertulang K225796,271.80796,271.804.8000m2Begesting kolom231,680.001,112,064.00TOTAL3,155,731.03

BANGUNAN KOMPOSTING & BENGKEL

`1 M3Pondasi Plat Setempat 100x100118.3752kgBesi beton 12-150 double16,736.251,981,157.131.0000m3Beton bertulang K225796,271.80796,271.805.0000m2Begesting pondasi95,178.00475,890.00TOTAL3,253,318.93

1 M3Beton Sloof 20/30m33,384,500185.0956kgBesi beton 916; 10-20016,736.253,097,806.541.0000m3Beton bertulang K225796,271.80796,271.805.0000m2Begesting balok101,053.00505,265.00TOTAL4,399,343.34

1 M3Beton Kolom 25/25m33,384,500127.3191kgBesi beton 916; 10-20016,736.252,130,844.561.0000m3Beton bertulang K225796,271.80796,271.804.8000m2Begesting kolom231,680.001,112,064.00TOTAL4,039,180.36

`1 M3Plat lantai beton tebal 15 cm19.7292kgWiremesh 6-150 single16,736.25330,192.851.0000m3Beton bertulang K225796,271.80796,271.803.1500m2Begesting pondasi95,178.00299,810.70TOTAL1,426,275.36

1 M3Beton Kolom praktis 15 x 15 cm210.4448kgBesi beton 412; 6-20016,736.253,522,057.121.0000m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.001,019,235.006.6700m2Begesting kolom231,680.001,545,305.60TOTAL6,086,597.72

1 M3Beton Ring balok/balok latai 15 x 20 cmm33,384,500144.2698kgBesi beton 412; 6-20016,736.252,414,535.251.0000m3Beton bertulang 1PC : 2Psr : 3Kr1,019,235.001,019,235.005.0000m2Begesting balok101,053.00505,265.00(33.98)TOTAL3,939,035.25

JEMBATAN TIMBANG

`1 M3Beton Poer Pondasi67.6430kgBesi beton 12-150 double16,736.251,132,089.791.0000m3Beton bertulang K225796,271.80796,271.804.5700m2Begesting pondasi95,178.00434,963.46TOTAL2,363,325.051 M3Beton Sloof 20/30m33,384,500320.0838kgBesi beton 916; 10-20016,736.255,357,001.761.0000m3Beton bertulang K225796,271.80796,271.805.0000m2Begesting balok101,053.00505,265.00TOTAL6,658,538.561 M3Beton Sloof 30/35m33,384,500104.1816kgBesi beton 512; 8-20016,736.251,743,609.691.0000m3Beton bertulang K225796,271.80796,271.803.3333m2Begesting balok101,053.00336,843.33TOTAL2,876,724.821 M3Beton Sloof 30/70m33,384,50068.7575kgBesi beton 512; 10-20016,736.251,150,742.341.0000m3Beton bertulang K225796,271.80796,271.803.3333m2Begesting balok101,053.00336,843.33TOTAL2,283,857.481 M3Beton Balok Load Cell 30/55m33,384,50078.4186kgBesi beton 512; 8-20016,736.251,312,433.441.0000m3Beton bertulang K225796,271.80796,271.803.3333m2Begesting balok101,053.00336,843.33TOTAL2,445,548.571 M3Beton Balok Dinding t = 25 cmm33,384,50078.4186kgBesi beton 10-150 double16,736.251,312,433.441.0000m3Beton bertulang K225796,271.80796,271.804.0000m2Begesting balok101,053.00404,212.00TOTAL2,512,917.24`1 M3Plat lantai beton tebal 20 cm65.7640kgBesi beton 8-100 ; 8-15016,736.251,100,642.851.0000m3Beton bertulang K225796,271.80796,271.802.0000m2Begesting pondasi95,178.00190,356.00TOTAL1,896,914.65

JALAN OPERASIONAL

1 M3Jalan Beton K- 225 dengan wiremesh M-60.2500m3Beton K-225796,271.80199,067.952.2085kgbesi beton dowel dia 16 - 30016,736.2536,962.0115.0000kgWiremesh M6145,000.002,175,000.000.7000mSelubung pipa PVC tipe D q 3/4"10,000.007,000.000.9000m2Begesting95,178.0085,660.20TOTAL2,503,690.16

D.Analisa Biaya Konstruksi Pekerjaan Dinding & Plesteran1 M2Pasangan bata merah tebal 1/2 bata, 1PC : 4PsrBahan :70.0000m3Bata merah 5 x 11 x 22690.0048,300.0011.5000kgSemen1,250.0014,375.000.0430m3Pasir pasang97,750.004,203.25Jumlah Bahan66,878.25


1 M2Plesteran 1PC : 4 Psr, tebal 15 mmBahan :6.2400kgSemen1,250.007,800.000.0240m3Pasir pasang97,750.002,346.00Jumlah Bahan10,146.00

Upah :0.3000OHPekerja60,000.0018,000.000.1500OHTukang 84,000.0012,600.000.0150OHKepala Tukang 108,000.001,620.000.0150OHMandor96,000.001,440.00Jumlah Upah33,660.00TOTAL43,806.001 M2Acian semenBahan :3.2500kgSemen1,250.004,062.50Jumlah Bahan4,062.50

Upah :0.2000OHPekerja60,000.0012,000.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0100OHMandor96,000.00960.00Jumlah Upah22,440.00TOTAL26,502.501 M'Siar beton 1PC : 2PsrBahan :0.5000kgSemen1,250.00625.000.0020m3Pasir pasang97,750.00195.50Jumlah Bahan820.50

Upah :0.0570OHPekerja60,000.003,420.000.0380OHTukang 84,000.003,192.000.0380OHKepala Tukang 108,000.004,104.000.0020OHMandor96,000.00192.00Jumlah Upah10,908.00TOTAL11,728.50E.Analisa Biaya Konstruksi Pekerjaan Atap1 M2Pasang atap galvalum gelombangBahan :1.0200m2Galvalum gelombang75,000.0076,500.000.2000kgPaku15,000.003,000.00Jumlah Bahan79,500.00

Upah :0.2000OHPekerja60,000.0012,000.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0010OHMandor96,000.0096.00Jumlah Upah21,576.00TOTAL101,076.00

1 M'Pasang nok genteng metalBahan :1.1000m2Galvalum sheet50,000.0055,000.000.0500kgPaku15,000.00750.00Jumlah Bahan55,750.00


1 KGPasang rangka konstruksi bajaBahan :1.1000kgBaja17,000.0018,700.000.0800kgMeni besi/Flinkote45,000.003,600.00Jumlah Bahan22,300.00

Upah :0.0600OHPekerja60,000.003,600.000.0060OHTukang 84,000.00504.000.0060OHKepala Tukang 108,000.00648.000.0003OHMandor96,000.0028.80Jumlah Upah4,780.80TOTAL27,080.80F.Analisa Biaya Konstruksi Pekerjaan Keramik1 M2Pasang keramik lantai 30x30Bahan :1.0500m2Keramik lantai 30x3046,000.0048,300.0010.0000kgSemen1,250.0012,500.000.0450m3Pasir pasang97,750.004,398.750.8000kgSemen nat grouting10,000.008,000.00Jumlah Bahan73,198.75


1 M2Pasang keramik lantai 20x20Bahan :1.1000m2Keramik lantai 20x2040,000.0044,000.0010.4000kgSemen1,250.0013,000.000.0420m3Pasir pasang97,750.004,105.500.8000kgSemen nat grouting10,000.008,000.00Jumlah Bahan69,105.50


1 M2Pasang keramik dinding 20x25Bahan :1.1000m2Keramik dinding 20x2542,500.0046,750.0010.4000kgSemen1,250.0013,000.000.0420m3Pasir pasang97,750.004,105.500.8000kgSemen nat grouting10,000.008,000.00Jumlah Bahan71,855.50


G.Analisa Biaya Konstruksi Pekerjaan Pintu & Jendela1 M3Pasang kusen pintu dan jendelaBahan :1.2000m3Kayu balok kelas II1,873,000.002,247,600.00Jumlah Bahan2,247,600.00

Upah :6.0000OHPekerja60,000.00360,000.0018.0000OHTukang 84,000.001,512,000.002.0000OHKepala Tukang 108,000.00216,000.000.3000OHMandor96,000.0028,800.00Jumlah Upah2,116,800.00TOTAL4,364,400.00

1 M2Pasang pintu teakwood rangka kayu kelas IIBahan :0.0196m3Kayu balok kelas II1,873,000.0036,710.800.3000kgPaku15,000.004,500.000.3000ltrLem kayu45,000.0013,500.001.0000lbrTeakwood250,000.00250,000.00Jumlah Bahan304,710.80

Upah :0.6000OHPekerja60,000.0036,000.002.0000OHTukang 84,000.00168,000.000.2000OHKepala Tukang 108,000.0021,600.000.0300OHMandor96,000.002,880.00Jumlah Upah228,480.00TOTAL533,190.801 M2Pasang pintu/jendela + kaca, rangka kayu kelas IIBahan :0.0350m3Kayu balok kelas II1,873,000.0065,555.000.8000m2Kaca clear 5 mm92,000.0073,600.00Jumlah Bahan139,155.00

Upah :0.8000OHPekerja60,000.0048,000.002.0000OHTukang 84,000.00168,000.000.2000OHKepala Tukang 108,000.0021,600.000.0400OHMandor96,000.003,840.00Jumlah Upah241,440.00TOTAL380,595.001 BHPasang handle pintuBahan :1.0000setHandle pintu175,000.00175,000.00Jumlah Bahan175,000.00

Upah :0.0100OHPekerja60,000.00600.000.5000OHTukang 84,000.0042,000.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah44,160.00TOTAL219,160.001 BHPasang kunci tanam biasaBahan :1.0000bhKunci tanam biasa103,500.00103,500.00Jumlah Bahan103,500.00

Upah :0.0100OHPekerja60,000.00600.000.5000OHTukang 84,000.0042,000.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah44,160.00TOTAL147,660.001 SETPasang engsel pintu 4"Bahan :1.0000setEngsel pintu 4"75,000.0075,000.00Jumlah Bahan75,000.00

Upah :0.0100OHPekerja60,000.00600.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah10,560.00TOTAL85,560.001 SETPasang engsel jendela 3"Bahan :1.0000setEngsel jendela 3"40,000.0040,000.00Jumlah Bahan40,000.00

Upah :0.0100OHPekerja60,000.00600.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah10,560.00TOTAL50,560.001 BHPasang kait anginBahan :1.0000bhKait angin25,000.0025,000.00Jumlah Bahan25,000.00

Upah :0.0100OHPekerja60,000.00600.000.1000OHTukang 84,000.008,400.000.0100OHKepala Tukang 108,000.001,080.000.0050OHMandor96,000.00480.00Jumlah Upah10,560.00TOTAL35,560.00REKAPITULASI

1 BHPintu P1, 85x210 cm1.7850m2Pintu double teakwood533,190.80951,745.581.0000bhPasang handle pintu219,160.00219,160.001.0000bhPasang kunci tanam147,660.00147,660.001.0000setPasang engsel pintu 4"85,560.0085,560.00TOTAL1,404,125.581 BHPintu P2, Double 70x210 cm2.9400m2Pintu double teakwood533,190.801,567,580.951.0000bhPasang handle pintu219,160.00219,160.001.0000bhPasang kunci tanam147,660.00147,660.002.0000setPasang engsel pintu 4"85,560.00171,120.00TOTAL2,105,520.951 BHJendela J2, 65x2101.3650m2Jendela kaca380,595.00519,512.181.0000setPasang engsel jendela 3"50,560.0050,560.001.0000bhPasang kait angin35,560.0035,560.00TOTAL605,632.18G.Analisa Biaya Konstruksi Pekerjaan Pengecatan1 M2Pengecatan bidang kayu baruBahan :0.2000kgCat meni40,000.008,000.000.1500kgPlamir15,000.002,250.000.1700kgCat dasar40,000.006,800.000.3500kgCat penutup 3 kali/cat halus85,000.0029,750.00Jumlah Bahan46,800.00

Upah :0.0700OHPekerja60,000.004,200.000.1050OHTukang 84,000.008,820.000.0040OHKepala Tukang 108,000.00432.000.0025OHMandor96,000.00240.00Jumlah Upah13,692.00TOTAL60,492.00

1 M2Pengecatan bidang tembok baruBahan :0.1000kgPlamir15,000.001,500.000.5000kgCat dasar30,000.0015,000.000.2600kgCat penutup 2 kali48,000.0012,480.00Jumlah Bahan28,980.00

Upah :0.0200OHPekerja60,000.001,200.000.0630OHTukang 84,000.005,292.000.0063OHKepala Tukang 108,000.00680.400.0025OHMandor96,000.00240.00Jumlah Upah7,412.40TOTAL36,392.40

1 UNIT PIPA GAS TERMASUK DRUM DAN KELENGKAPANNYA

BAHAN :10.0000m'Pipa PVC 150 mm21,000.00210,000.000.0m'Pipa Galvanis dia 150 mm750,000.000.02.0000bhSocket108,350.00216,700.0010.0000bhDrum berlubang-lubang120,000.001,200,000.002.8274m3Batu pecah 4-5 cm75,000.00212,057.500.0unitLampu pembakar gas25,000.000.0

TENAGA :4.0000OHPekerja60,000.00240,000.000.2000OHMandor96,000.0019,200.00TOTAL2,097,957.50

Sheet1ANALISA HARGA SATUANSTANDAR NASIONAL INDONESIA (SNI)JENIS PEKERJAAN: Galian BiasaSATUAN PEMBAYARAN: M3 URAIAN ANALISA HARGA SATUANFORMULIR STANDAR UNTUKPEREKAMAN ANALISA MASING-MASING HARGA SATUAN No.U R A I A NKODEKOEF.SATUANKETERANGAN

PROYEK:I.ASUMSINo. PAKET KONTRAK:1Menggunakan alat berat (cara mekanik)NAMA PAKET:2Lokasi pekerjaan : sepanjang jalanPROP / KAB / KODYA:3Kondisi Jalan : sedang / baikITEM PEMBAYARAN NO.0PERKIRAAN VOL. PEK.:ERROR:#REF!4Jam kerja efektif per-hariTk7.00JamJENIS PEKERJAAN: Galian BiasaTOTAL HARGA (Rp.):ERROR:#REF!5Faktor pengembangan bahanFk1.20-SATUAN PEMBAYARAN: M3% THD. BIAYA PROYEK:ERROR:#REF!

II.URUTAN KERJAPERKIRAANHARGAJUMLAH1Tanah yang dipotong umumnya berada disisi jalanNO.KOMPONENSATUANKUANTITASSATUANHARGA2Penggalian dilakukan dengan menggunakan Excavator(Rp.)(Rp.)3Selanjutnya Excavator menuangkan material hasilgalian kedalam Dump Truck4Dump Truck membuang material hasil galian keluarA.TENAGAlokasi jalan sejauhL0.50Km1.Pekerja(L01)Jam0.1071ERROR:#REF!ERROR:#REF!2.Mandor(L03)Jam0.0535ERROR:#REF!ERROR:#REF!III.PEMAKAIAN BAHAN, ALAT DAN TENAGA

1.BAHANJUMLAH HARGA TENAGA ERROR:#REF!Tidak ada bahan yang diperlukanB.BAHAN

2.ALAT 2.a.EXCAVATOR(E10)Kapasitas BucketV0.50M3Faktor BucketFb0.90-Faktor Efisiensi alatFa0.83-

Waktu siklusTs1menitJUMLAH HARGA BAHAN 0.00- Menggali / memuatT10.50menit- Lain-lainT20.50menitTs11.00menitC.PERALATAN

Kap. Prod. / jam =V x Fb x Fa x 60Q118.68M3/Jam1.Excavator(E10)Jam0.0535153,620.088,225.97Ts1 x Fh2.Dump Truck(E08)Jam0.0905 Alat baruERROR:#VALUE!3.Alat BantuLs1.000075.0075.00Koefisien Alat / M3 = 1 : Q1(E10)0.0535Jam

2.b.DUMP TRUCK(E08)JUMLAH HARGA PERALATAN ERROR:#VALUE!Kapasitas bakV4.00M3Faktor efisiensi alatFa0.83-D.JUMLAH HARGA TENAGA, BAHAN DAN PERALATAN ( A + B + C )ERROR:#VALUE!Kecepatan rata-rata bermuatanv145.00KM/JamE.OVERHEAD & PROFIT10.0% x DERROR:#VALUE!Kecepatan rata-rata kosongv260.00KM/JamF.HARGA SATUAN PEKERJAAN ( D + E )ERROR:#VALUE!Waktu siklusTs2menitNote: 1SATUAN dapat berdasarkan atas jam operasi untuk Tenaga Kerja dan Peralatan, volume dan/atau ukuran- Waktu tempuh isi= (L : v1) x 60T10.67menitberat untuk bahan-bahan.- Waktu tempuh kosong= (L : v2) x 60T20.50menit2Kuantitas satuan adalah kuantitas setiap komponen untuk menyelesaikan satu satuan pekerjaan dari nomor- Muat= (V : Q1) x 60T312.85menitmata pembayaran.- Lain-lainT41.00menit3Biaya satuan untuk peralatan sudah termasuk bahan bakar, bahan habis dipakai dan operator.Ts215.02menit4Biaya satuan sudah termasuk pengeluaran untuk seluruh pajak yang berkaitan (tetapi tidak termasuk PPNBerlanjut ke halaman berikutyang dibayar dari kontrak) dan biaya-biaya lainnya.000JENIS PEKERJAAN: Galian BiasaSATUAN PEMBAYARAN: M3 URAIAN ANALISA HARGA SATUANLanjutan

No.U R A I A NKODEKOEF.SATUANKETERANGAN

Kapasitas Produksi / Jam =V x Fa x 60Q211.05M3/Jam Fk x Ts2

Koefisien Alat / M3 = 1 : Q2(E08)0.0905Jam

2.d.ALAT BANTUDiperlukan alat-alat bantu kecilLump Sump- Sekop- Keranjang

3.TENAGAProduksi menentukan : EXCAVATORQ118.68M3/JamProduksi Galian / hari = Tk x Q1Qt130.73M3Kebutuhan tenaga :- PekerjaP2.00orang- MandorM1.00orang

Koefisien tenaga / M3 :- Pekerja= (Tk x P) : Qt(L01)0.1071Jam- Mandor= (Tk x M) : Qt(L03)0.0535Jam

4.HARGA DASAR SATUAN UPAH, BAHAN DAN ALATLihat lampiran.

5.ANALISA HARGA SATUAN PEKERJAANLihat perhitungan dalam FORMULIR STANDAR UNTUKPEREKEMAN ANALISA MASING-MASING HARGASATUAN.Didapat Harga Satuan Pekerjaan :

Rp. ERROR:#VALUE! / M3

6.WAKTU PELAKSANAAN YANG DIPERLUKANMasa Pelaksanaan :. . . . . . . . . . . .bulan

7.VOLUME PEKERJAAN YANG DIPERLUKANVolume pekerjaan :ERROR:#REF!M3

IJUMLAH0.0IIKeuntungan (maksimum 10%)10%x0.00.0IIIHarga satuan0.0

analisa wiremeshh

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