BACKUP KAYU.xlsx

Vol Kios KayuPERHITUNGAN VOLUME MC-0PEKERJAAN PASAR KAYU BAWEN

A.PEKERJAAN KIOS KAYU (Ukuran 3x6 m)

I.PEKERJAAN TANAH & PONDASI

SKET GAMBARNO.URAIAN PEKERJAANPERHITUNGAN RENCANAVOLUME

Luas Bangunan Kios 1 - 2020x3.00x6.00360.00Kios 21 - 3616x3.00x6.00288.00Kios 371x3.25x6.0019.50

SelasarKios 1 - 2020x3.00x1.0060.00Kios 21 - 3616x3.00x1.0048.00Kios 371x3.25x1.003.25778.75667.50+0.50x111.25=723.13

1Bouwplank2x(62.00+8.00)140.002x(53.25+8.00)122.50262.50Panjang Pondasi Kios 1 - 202x60.00+21x6.00=246.00Kios 21 - 362x48.00+17x6.00=198.00Kios 372x3.25+1x6.00=12.50=456.50

2Galian Tanah Pondasi Bt. Belah 0.80x0.95x210159.60.80x0.80x6038.400.80x1.15x186.00171.12369.12

3Urugan Pasir Pondasi0.80x0.10x186.0014.8814.88

4Aanstamping0.80x0.20x186.0029.7629.76

5Pas. Batu Belah0.5x(0.30+0.70)x0.80x2701080.5x(0.30+0.70)x0.95x18688.35196.35

6Urugan Tanah Kembali369.12-14.88-29.76-196.35128.13

7Urugan tanah peninggian lantai778.75x0.20155.75

II.PEKERJAAN PASANGAN DAN PLESTERAN

NO.URAIAN PEKERJAANPERHITUNGAN RENCANAVOLUME

0.0Atap Kemiringan atap, =150cos =0.966tan =0.268

1Pas. Batu Bata 1 : 3 (Trasraam)Dinding Kios1x456.50x0.40182.60Dinding MCK1x4.00x1.004.00PenguranganPintu Kios-37x3.00x0.40-44.40142.20

3Pas. Batu Bata 1 : 6Dinding Kios1x456.50x2.601186.90Dinding GununganMelintang39x(0.50x6.00x1.41)164.97Pengurangan :Dinding MCK-1x4.00x1.00-4.00Pintu Kios-37x3.00x1.80-199.801148.07

4Plesteran 1 : 3 (Trasraam)2x142.20284.40

5Plesteran 1 : 62x1,148.072296.14

6Plesteran betonBalok Latei 15/20111.50x(2x0.20+0.15)61.33Konsol39x1.00x2x(0.20+0.15)27.3088.63

7Lubang ventilasi diatas kusen pintu (30x30 cm)Kios 1 - 2020x3.0060.00Kios 21 - 3616x3.0048.00Kios 371x3.003.00111.00

8Sponengan SudutBalok Latei 15/202x111.50223.00Konsol39x4x1.00156.00Kolom depan39x2x2.20171.60Ventilasi111x2x4x0.30266.40817.00

III.PEKERJAAN BETON


1Sloof Praktis 15/20Kios 1 - 202x60.00+21x6.00=246.00Kios 21 - 362x48.00+17x6.00=198.00Kios 372x3.25+1x6.00=12.50456.50456.50x0.15x0.2013.70

2Kolom Praktis 12/15Kios 1 - 20depan63x3.40=214.20Kios 21 - 3651x3.50=178.50Kios 373x3.50=10.50Gunungan depanKios 1 - 2021x1.61=33.81Kios 21 - 3617x1.61=27.37Kios 371x1.61=1.61Gunungan tengahKios 1 - 201x0.80=0.80Kios 21 - 3621x0.80=16.80Kios 3716x0.80=12.80496.39x0.12x0.127.15

3Balok Latei 12/20 +2.20 (Pintu Kios)20x3.00=60.0016x3.00=48.001x3.25=3.25111.25x0.12x0.202.67

4Ringbalk praktis 12/20 Kios 1 - 202x60.00+21x6.00=246.00Kios 21 - 362x48.00+17x6.00=198.00Kios 372x3.25+1x6.00=12.50Gunungan melintangKios 1 - 2021x7.00/0.966=152.19Kios 21 - 3617x7.00/0.966=123.20Kios 371x7.00/0.966=7.25Gunungan memanjangKios 1 - 201x60.00=60.00Kios 21 - 361x48.00=48.00Kios 371x3.25=3.25850.38850.38x0.12x0.2020.41

5Konsol beton39x1x1.00/0.97=40.3840.38x0.12x0.200.97

PENULANGAN BETON

NO.URAIAN PEKERJAANPERHITUNGANPANJANGBERATBERATTUL.M'Kg/m'KgKg/m3

1Sloof Praktis 15/204 . 101x4x456.501826.000.6171126.64 . 8 -201x2282.5x0.601369.500.393538.211664.86121.572Kolom praktis4 . 101x4x496.391985.60.6171225.09 . 8 -201x2481.95x0.38943.10.222209.381434.47200.683Balok Latei 12/204 . 101x4x111.25445.00.617274.57 . 8 -201x556.25x0.54300.40.393118.05392.61147.054Ring Balk 15/204 . 101x4x850.383401.50.6172098.74 . 8 -201x4251.9019862598x0.542296.00.393902.343001.08147.055Konsol5 . 101x5x40.38201.90.617124.56 . 8 -201x201.87885518x0.54109.00.22224.20148.76153.52

BEKISTING BETON

NO.URAIAN PEKERJAANPERHITUNGANLUASVOL.PEMAKAIANBEKISTINGM2BETONM2/m3

1Sloof 15/202x0.20x0.150.4000.03055%7.332Kolom praktis1x0.15x0.150.3000.02355%7.333Balok Latei 12/202x0.15x0.200.5500.03055%10.084Ringbalk praktis 15/202x0.15x0.200.4000.03055%7.335Konsol2x0.15x0.200.5500.03055%10.08

2.200.1442.17

IV.PEKERJAAN KUSEN, PINTU DAN JENDELA


1Kusen Kayu1Buah2x2.10+2.85=7.05Volume1Buah7.05x0.06x0.12=0.05Volume37Buah37.00x0.051.88

2Pintu Papan 2 cm1 M2Papan1.1x1.00x1.00x0.02=0.0220List 2/31.1x5.00x0.02x0.03=0.0033=0.0253

Jumlah37Buah37x2.04x2.75207.57

V.PEKERJAAN ATAP


0.0Luas Atap Atap utamaKemiringan atap, =150cos =0.966tan =0.268Atap konsolKemiringan atap, =200cos =0.940tan =0.364

Atap UtamaKios 1 - 2062.00x7.20/0.966462.15Kios 21 - 3649.00x7.20/0.966365.25Kios 373.25x7.20/0.96624.23Atap KonsolKios 1 - 2062.00x1.10/0.94072.58Kios 21 - 3649.00x1.10/0.94057.36Kios 373.25x1.10/0.9403.80985.36

1Gording kayu 6/12Kios 1 - 208x62.00=496.00Kios 21 - 368x49.00=392.00Kios 378x3.25=26.00914.00x0.06x0.126.58

2Atap Asbes Gelombang BesarSesuai luas atap985.36

3Nok stel asbes62.00+49.00+3.25114.25

4Pasang Kerpus riaman Atap Asbes62.00+49.00+3.25114.25

VI.PEKERJAAN LANTAI

NO.URAIAN PEKERJAANPERHITUNGANVOLUME

1Urugan Pasir Bawah LantaiKios 1 - 2020x3.00x7.00=420.00x0.1042.00Kios 21 - 3616x3.00x7.00=336.00x0.1033.60Kios 371x3.25x7.00=22.75x0.102.2877.882Lantai Rabat BetonKios 1 - 195cm20x3.00x7.00=420.00x0.0521.00Kios 20 - 37 5cm15x3.00x7.00=315.00x0.0515.75Kios 375cm1x3.25x7.00=22.75x0.051.1437.89

VII.PEKERJAAN PENGECATAN

NO.URAIAN PEKERJAANPERHITUNGANJUMLAHM21Cat TembokPlesteran 1 : 3284.40Plesteran 1 : 62,296.142,580.54

2Cat kayuKusen37x7.05x0.2462.60Pintu37x2x2.04x2.75415.14477.74

B.PEKERJAAN POS RETRIBUSI & MCK (2,00 X 6,00 M)

I.PEKERJAAN TANAH & PONDASI


Luas Bangunan 1x2.00x6.0012.00

1Bouwplank2x(4.00+8.00)24.00

Panjang Pondasi 5x2.00+1x6.00=16.00=16.00

2Galian Tanah Pondasi Bt. Belah 0.80x1.15x16.0014.72

3Urugan Pasir Pondasi0.80x0.10x16.001.28

4Aanstamping0.80x0.20x16.002.56

5Pas. Batu Belah0.5x(0.30+0.70)x0.95x16.007.60


7Urugan tanah peninggian lantai12.00x0.202.40




1Pas. Batu Bata 1 : 3 (Trasraam)Dinding Pos2x2.00=4.00x0.401.60Dinding MCK1x4.00=4.00x1.506.004x2.00=8.00x1.5012.00PenguranganPintu Kantor-1x0.90x0.40-0.36Pintu MCK-3x0.80x1.50-3.6015.64

3Pas. Batu Bata 1 : 6Dinding Pos2x2.00=4.00x2.6010.40Dinding MCK1x4.00=4.00x1.506.004x2.00=8.00x1.5012.00Gunungan1x(0.50x6.00x1.41)4.23PenguranganPintu Kantor-1x0.90x1.70-1.53Jendela Kantor-1x0.75x1.30-0.98Pintu MCK-3x0.80x0.60-1.4428.69


5Plesteran 1 : 62x28.6957.37

6Plesteran beton4x4x0.15x3.007.20

7Sponengan Sudutdinding2x2x3.0012.00kolom4x4x2.0032.00ringbalk4x4x2.0032.0076.00

III.PEKERJAAN BETON


1Sloof Praktis 15/20=16.00x0.15x0.200.48

2Kolom Praktis 12/127x3.40=23.80Gunungan depan1x1.61=1.61Gunungan tengah1x0.80=0.8026.21x0.12x0.120.38

3Balok Latei DiatasKusen Pos1x2.00=2.00Kusen MCK1x4.00=4.00Ringbalk praktis 12/20 5x2.00+1x6.00=16.00Ring balk Gununganmelintang1x7.00/0.966=7.25memanjang1x2.00=2.0031.2531.25x0.12x0.200.75

5Konsol beton1x1.00/0.940=0.940.94x0.12x0.200.02

PENULANGAN BETON


1Sloof Praktis 15/204 . 101x4x16.0064.000.61739.49 . 8 -201x80x0.6048.000.39318.8658.35121.572Kolom praktis4 . 101x4x26.21104.80.61764.69 . 8 -201x131.05x0.3849.80.22211.0675.74200.683Ring Balk 15/204 . 101x4x31.25125.00.61777.12 . 8 -201x156.2346663144x0.5484.40.22218.7395.85127.814Konsol5 . 101x5x0.944.70.6172.90 . 8 -201x4.6984631039x0.542.50.2220.563.46153.52

BEKISTING BETON


1Sloof 15/202x0.20x0.150.4000.03055%7.332Kolom Praktis 15/151x0.15x0.150.3000.02355%7.333Balok Latei 15/202x0.15x0.200.5500.03055%10.084Ringbalk praktis 15/202x0.15x0.200.4000.03055%7.335Konsol2x0.15x0.200.5500.03055%10.08

2.200.1442.17

IV.PEKERJAAN KUSEN, PINTU DAN JENDELA


1Kosen AlumuniumPJ.1 Kantor 1bh2x2.15+1x1.30=5.601.65+0.75=2.40P.1 (Pintu MCK)3bh2x2.10+1x0.80=15.00=23.0023.00

2Daun Pintu KacaPJ.11x(2.05x0.80)1.64Ram Pintu2x2.05+3x0.806.50

3Daun Pintu AlumuniumP.11x(2.05x0.70)1.44Ram Pintu2x2.05+3x0.706.20Plat Strip Alumunium1.93x0.58=1.12/0.0813.99

4Daun Jendela KacaPJ1 1x(1.20x0.70)0.84Ram Pintu Jendela1x2x(1.20+0.70)3.80

5Kaca Bening 5 mmPintu1x(1.00x0.68)0.68Jendela1x(1.08x0.58)0.631.31

6Kaca buram 5 mmPintu1x(0.80x0.68)0.54

7Profil kacaPintu2x(1.00+0.68)=3.362x(0.80+0.68)=2.96=6.32Jendela2x(1.08+0.58)=3.32

8Accesorie pintu & Jendelaa.Kunci pintu1x1.001.00b.Engsel pintu4x3.0012.00c.Engsel jendela1x2.002.00d.Kait angin1x2.002.00e.Grendel jendela1x1.001.00

V.PEKERJAAN ATAP



Luas atapAtap utama3.00x7.20/0.96622.36Atap konsol3.00x1.10/0.9403.5125.87

1Gording kayu 6/128x3.00=24.0024.00x0.06x0.120.17

2Atap Asbes Sesuai luas atap25.87

3Nok stel asbes1x3.003.00

4Pasang Kerpus riaman Atap Asbes+3.003.00

5Papan Listplank atap utama1x7.20/0.9667.45atap konsol1x1.10/0.9401.178.62

6Plafond AsbesR. Dalam Pos1x2.00x2.004.00MCK1x2.00x1.352.701x2.00x1.302.601x2.00x1.352.7012.00

7List PlafondKantorPos2x(2.00+2.00)8.00MCK2x(2.00+1.35)6.702x(2.00+1.30)6.602x(2.00+1.35)6.7028.00

VI.PEKERJAAN LANTAI

NO.URAIAN PEKERJAANPERHITUNGANVOLUME

1Lantai Keramik 30 x 30 (Putih)Pos1x2.00x2.004.00

2Lantai Keramik Warna, Motif 30/301x2.00x1.002.001x1.00x7.007.009.00

3Lantai Keramik 20x20MCK1x1.35x2.002.701x1.30x2.002.601x1.35x2.002.708.00

4Keramik dinding 20/25MC K2x(1.35+2.00)x1.5010.052x(1.30+2.00)x1.509.902x(1.35+2.00)x1.5010.05Pintu(3.00)x0.80x1.50-3.6026.40

3Urugan Pasir Bawah Lantai4.00+9.00+8.00=21.00x0.102.10

4Lantai Rabat Beton5cm4.00+9.00+8.00=21.00x0.051.05

VII.PEKERJAAN PENGECATAN

NO.URAIAN PEKERJAANPERHITUNGANJUMLAHM21Cat TembokPlesteran 1 : 331.28Plesteran 1 : 657.3788.65

2Cat plafond Asbes12.00

C.C.PEKERJAAN HALAMAN PARKIR

I.PEKERJAAN PAGAR


Panjang PagarBelakang1x9.07=9.071x6.40=6.401x14.28=14.281x6.41=6.41=36.16

1Bouwplank4x2.008.00

2Galian Tanah Pondasi Bt. Belah 0.70x0.75x36.1618.98

3Urugan Pasir Pondasi0.70x0.10x36.162.53

4Aanstamping0.70x0.20x36.165.06

5Pas. Batu Belah0.5x(0.30+0.60)x0.60x36.169.76




1Pas. Batu Bata 1 : 3 (Trasraam)1x36.16x0.4014.46

2Pas. Batu Bata 1 : 61x36.16x1.6057.86


4Plesteran 1 : 62x57.86115.71

5Sponengan Sudut4x36.16144.64

III.PEKERJAAN BETON


1Sloof Praktis 15/2036.16x0.15x0.201.08

2Kolom Praktis 12/129.07m'3x2.20=6.606.40m'2x2.20=4.4014.28m'4x2.20=8.806.41m'2x2.20=4.4024.20x0.12x0.120.35

3Ringbalk praktis 12/20 36.16x0.12x0.200.87

PENULANGAN BETON


1Sloof Praktis 15/204 . 101x4x36.16144.640.61789.24 . 8 -201x180.8x0.60108.480.39342.63131.88121.572Kolom praktis4 . 101x4x24.2096.80.61759.73 . 8 -201x121x0.3846.00.22210.2169.93200.683Ring Balk 15/204 . 101x4x36.16144.60.61789.24 . 8 -201x180.8x0.5497.60.22221.67110.92127.81

BEKISTING BETON


1Sloof 15/202x0.20x0.150.4000.03055%7.332Kolom Praktis 15/151x0.12x0.120.2400.01455%9.173Ringbalk praktis 15/202x0.15x0.200.4000.03055%7.33

1.040.0723.83

IV.PEKERJAAN PENGECATAN

NO.URAIAN PEKERJAANPERHITUNGANJUMLAHM21Cat TembokPlesteran 1 : 328.93Plesteran 1 : 6115.71144.64

V.PEKERJAAN PARKIR & BONGKAR MUAT


1Perkerasan Paving 8 cmHalaman Depan1.00x886.91=886.91Jumlah886.91

2KansteenParkir Depan5.50+4.90+7.50+1.8019.70

3Sal. Bis Beton U.20Belakang Los 21 s/d 376.00+51.0057.00Belakang Los 1 s/d 2063.00+8.5071.50Depan MCK7.007.00135.50

II.PEKERJAAN TALUD DAN SALURAN HALAMAN


Panjang Talud + SaluranTalud + Sal.1 - 215.60=16.00m'Talud + Sal.2 - 368.80=66.00m'=82.00m'

1Galian tanahPot. 11.45x0.64=0.933m2Pot. 21.45x0.45=0.653m2Pot. 2'1.45x0.40=0.582m2Pot. 31.45x0.45=0.653m2

Volume galian tanah1 - 20.5x(0.933+0.653)x16.0012.682' - 30.5x(0.582+0.653)x66.0040.7353.0253.42(0.40)

2Urugan pasir1 - 20.5x(1.45+1.45)x0.10x16.002.322' - 30.5x(1.45+1.45)x0.10x66.009.5711.893Pas. Batu BelahPenampangPot. 1-20.25x0.70x16.00=2.800.15x1.45x16.00=3.480.50x0.70x16.00=5.6014.570.50x(0.30+0.50)x0.70=0.280.50x(0.30+0.50)x0.10=0.060.060.00.28+0.06=0.340.060.50x0.34x16.00=2.6914.575.63

pot 2'-30.25x0.70x66.00=11.552.94ERROR:#REF!0.15x1.45x66.00=14.360.50x0.57x66.00=18.8144.720.50x(0.30+0.50)x0.13=0.05ERROR:#REF!0.50x(0.30+0.50)x0.25=0.10ERROR:#REF!0.50x(0.05+0.10)x66.00=5.0249.73

Volume pas. Batu belah14.57+49.7364.305.875.8770.17123

2.93

4Plesteran 1 : 31 - 2(0.40+0.25+3x0.70)16.0044.00229.664.4814.662' - 3(0.40+0.25+3x0.70)66.00181.504.10225.5049.82

5Plesteran Siar1 - 20.5x(0.11+0.78)x16.007.122' - 30.5x(0+0.28)x66.009.2416.36

6Sponengan1 - 24x16.0064.002' - 34x66.00264.00328.00

7Suling-suling PVC .2"1 - 216.00/1.0014.002' - 366.0014.00

D.6D.6PEKERJAAN PLUMBINGI.PEKERJAAN POMPA DAN WATER TOWER


1Instalasi Pipa Water Tower dan Pompaa.Gate Valve .1,5" 1.00b.Pipa GIP .1,5" Sumur - Wtr Tower15.00+5.00+0.5020.50Penguras1.00+4.00+0.505.5026.002Instalasi Pipa Distribusia.Gate Valve .1" 2.00

b.Pipa GIP .1" dari Water Tower ke Los16.50+36.0052.50

d.Pipa GIP .3/4" Los 3x22.0066.00Tempat Wudhu14.5014.50MCK6.206.2086.70

e.Pipa GIP .1/2" Los - A(Pipa Kran)6x1.006.006.00

f.Kran Los - A & Los - B6.006.00


Ranga Baja Water TowerTangki =2bhUkuran=2.40x1.20Tinggi=4.5m'Tingkat=41Baja Siku L.50.50.5Tiang6x4.55=27.30Btg Horz.Memanjang2x6x2.40=28.80Melintang2x6x1.20=14.40DiagonalMemanjang2x4x1.49=11.92Melintang2x4x1.49=11.92Dudukan Tangki3x2.40=7.207x1.20=8.40109.943.77x109.94=414.47

Besi . 16 mm4x3x0.40x1.58=7.582x3x0.40x1.58=3.79Besi . 12 mm4x4x0.50x0.888=7.102x4x0.50x0.888=3.55=22.03

Plat andas 15x15 cm, tebal 8 mm6x0.15x0.15x62.80=8.48Plat simpul tebal 6 mm33x2814x0.33x0.28x47.10=60.9319x2820x0.19x0.28x47.10=50.1118x1716x0.18x0.17x47.10=23.06142.58

Baut & Mur1.05x(414.47+22.03+142.58)608.04

RAB Psr KayuPEMERINTAH KABUPATEN SEMARANGDINAS PETERNAKAN DAN PERIKANANKABUPATEN SEMARANG Jl. Letjend. Soeprapto, Ungaran

I.REKAPITULASIHARGA PERKIRAAN SENDIRI (HPS)

KEGIATAN:PEMBANGUNAN SARANA & PRASARANA PASAR PRODUKSI HASIL PETERNAKANPEKERJAAN:PEMBANGUNAN LOS PASAR KAYULOKASI:KECAMATAN BAWEN, KABUPATEN SEMARANGTAHUN:2014

NO.URAIAN PEKERJAANHARGAJUMLAH HARGARp.Rp.

A.PEKERJAAN KIOS PASAR KAYUI.PEKERJAAN PERSIAPAN14,560,875.00II.PEKERJAAN TANAH32,042,119.95III.PEKERJAAN PASANGAN DAN PLESTERAN 298,673,028.55IV.PEKERJAAN BETON164,345,212.86V.PEKERJAAN KUSEN, PINTU DAN JENDELA51,097,064.82VI.PEKERJAAN ATAP DAN PLAFONDERROR:#REF!VII.PEKERJAAN LANTAI 44,114,636.71VIII.PEKERJAAN CAT-CATAN57,041,439.40IX.PEKERJAAN INSTALASI LISTRIK49,100,850.00ERROR:#REF!B.PEKERJAAN POS RETRIBUSI DAN MCKI.PEKERJAAN PERSIAPAN922,800.00II.PEKERJAAN TANAH977,539.87III.PEKERJAAN PASANGAN DAN PLESTERAN 14,637,860.61IV.PEKERJAAN BETON6,038,485.68V.PEKERJAAN KUSEN, PINTU & JENDELA7,417,834.52VI.PEKERJAAN ATAP 5,662,182.07VII.PEKERJAAN LANTAI 7,900,501.34VIII.PEKERJAAN SANITAIR6,180,190.50IX.PEKERJAAN CAT-CATANERROR:#REF!X.PEKERJAAN INSTALASI LISTRIK3,577,550.00ERROR:#REF!C.PEKERJAAN HALAMAN PARKIR I.PEKERJAAN PAGAR HALAMAN33,996,918.43II.PEKERJAAN PERKERASAN HALAMAN PARKIR 126,024,821.73III.PEKERJAAN TALUD DAN SALURAN/DRAINASE HALAMAN35,446,848.28195,468,588.43D.PEKERJAAN AIR BERSIHI.PEK. PEMBUATAN SUMUR GALI, LENGKAP DENGAN POMPA7,816,665.30II.PENYAMBUNGAN AIR PDAM1,400,000.009,216,665.30

J U M L A HRp. ERROR:#REF!PPN 10 %Rp. ERROR:#REF!PAGU1,312,290,000.00J U M L A HRp. ERROR:#REF!RABERROR:#REF!1,312,166,000.00DIBULATKANRp. ERROR:#REF!SELISIHERROR:#REF!ERROR:#REF!Terbilang:ERROR:#NAME?666.001,970,405.41

Ungaran, Januari 2014

Mengetahui :Disusun oleh :KEPALA DINAS PETERNAKANKEPALA BIDANG PETERNAKANDAN PERIKANANSELAKUKABUPATEN SEMARANGPEJABAT PEMBUAT KOMITMEN

Ir. AGUS PURWOKO DJATIIr. FEBRIANA KA. MMPembina Utama MudaNIP. 19630228 198902 2 001NIP. 19590811 198503 1 014

HARGA PERKIRAAN SENDIRI (HPS)


A.PEKERJAAN LOS PASAR KAYU

NO.URAIAN PEKERJAANSAT.VOLUMEHARGA SAT.HARGAJML. HARGARp.Rp.Rp.

I.PEKERJAAN PERSIAPAN1Pek. Pembersihan LapanganM2778.756,900.005,373,375.00778.752Uitzet dan Pasang BouwplankM'262.5035,000.009,187,500.00262.5014,560,875.00II.PEKERJAAN TANAH1Galian Tanah PondasiM3369.1231,625.0011,673,420.00369.122Urugan Tanah KembaliM3128.1310,541.671,350,703.75128.133Pasir Urug Pondasi M314.88175,490.002,611,291.2014.884Urugan tanah peninggian lantaiM3155.75105,340.0016,406,705.00155.7532,042,119.95III.PEKERJAAN PASANGAN DAN PLESTERAN 1Pas. AanstampingM329.76282,417.008,404,729.9229.762Pas. Batu Belah Pondasi 1 : 8M3108.00564,541.9060,970,525.20108.003Pas. Batu Bata 1 : 3, TrasraamM2142.2095,784.6513,620,577.23142.204Pas. Batu bata 1 : 6M21148.0788,385.55101,472,798.391,148.075Plesteran 1 : 3, TrasraamM2284.4037,393.1710,634,617.55284.406Plesteran 1 : 6M22296.1433,101.3776,005,379.712,296.147Plesteran Beton 1 : 2M288.6340,504.383,589,903.2088.638Sponengan sudutM'817.0029,344.5523,974,497.35817.00298,673,028.55IV.PEKERJAAN BETON1Pek. Sloof Praktis 15/20, f'c:14.5 Mpa (K.175)(Tul.122kg/m3)M313.703,292,387.3545,105,706.6713.702Pek. Kolom Praktis 12/12, f'c:14.5 Mpa (K.175)(Tul.200kg/m3)M37.154,215,804.0030,142,998.597.153Pek. Balok Latei 12/20, f'c:14.5 Mpa (K.175)(Tul.147kg/m3)M32.673,942,864.2410,527,447.522.674Pek. Ring Balk Praktis 12/20, f'c:14.5 Mpa (K.175)(Tul.147kg/m3)M320.413,588,354.2273,238,309.6920.415Pek. Konsol Beton 12/20, f'c:14.5 Mpa (K.175)(Tul.154kg/m3)M30.975,495,618.975,330,750.400.97164,345,212.86V.PEKERJAAN KUSEN, PINTU 1Pasang Kusen Kayu KruingM31.887,557,685.0014,208,447.801.882Pasang Pintu Papan Kruing tebal 2 cmM2207.57177,716.5236,888,617.02207.5751,097,064.82VI.PEKERJAAN ATAP & PLAFOND1Pasang Rangka Atap Gording Kayu Kruing M36.597,109,530.0046,851,802.706.582Pasang Atap Asbes Gelombang BesarM2985.3663,813.5062,879,270.36985.363Pasang Kerpus/Riaman Atap M'114.2525,000.002,856,250.00114.254Pasang Listplank GRC lebar 20 cm, tebal 9 mm, rangka Kayu KruingM'ERROR:#REF!87,176.90ERROR:#REF!ERROR:#REF!ERROR:#REF!VII.PEKERJAAN LANTAI DAN SALURAN1Urugan Pasir bawah Lantai, tebal 10 cmM377.88175,490.0013,667,161.2077.882Lantai Rabat Beton f'c : 7,4 Mpa (K.100), tebal 5 cmM337.89803,575.5030,447,475.5137.8944,114,636.71VIII.PEKERJAAN CAT-CATAN1Cat Dinding / TembokM22580.5414,817.7538,237,796.592,580.542Cat KayuM2477.7539,358.7518,803,642.81477.7457,041,439.40IX.PEKERJAAN INSTALASI LISTRIK1Pasang Panel Penerangana.MCB 6A /1 Pole / 4.5 KABh37.0056,900.002,105,300.00b.Box MCB/Panel (kapasitas 2 MCB)Bh37.0085,000.003,145,000.00c.Arde/pentanahanBh37.00600,000.0022,200,000.002Kabel NYM 3x2,5 mm2, dari KWH Meter ke Panel Peneranganm'111.0018,550.002,059,050.003Instalasi Listrik Titik Lampu & Stop KontakTtk111.00150,000.0016,650,000.004Fitting Lampu Bh74.0018,000.001,332,000.005Stop KontakBh37.0021,000.00777,000.006Saklar gandaBh37.0022,500.00832,500.0049,100,850.00

J U M L A HRp. ERROR:#REF!667.50ERROR:#REF!ERROR:#REF!

BB.PEKERJAAN POS RETRIBUSI DAN MCK


I.PEKERJAAN PERSIAPAN1Pek. Pembersihan LapanganM212.006,900.0082,800.0012.002Uitzet dan Pasang BouwplankM'24.0035,000.00840,000.0024.00922,800.00II.PEKERJAAN TANAH1Galian Tanah PondasiM314.7231,625.00465,520.0014.722Urugan Tanah KembaliM33.2810,541.6734,576.673.283Pasir Urug Pondasi M31.28175,490.00224,627.201.284Urugan tanah peninggian lantaiM32.40105,340.00252,816.002.40977,539.87III.PEKERJAAN PASANGAN DAN PLESTERAN 1Pas. AanstampingM32.56282,417.00722,987.522.562Pas. Batu Belah Pondasi 1 : 8M37.60564,541.904,290,518.447.603Pas. Batu Bata 1 : 3, TrasraamM215.6495,784.651,498,071.9315.644Pas. Batu bata 1 : 6M228.6988,385.552,535,781.4328.695Plesteran 1 : 3, TrasraamM231.2837,393.171,169,658.3631.286Plesteran 1 : 6M257.3733,101.371,899,025.6057.377Plesteran Beton 1 : 2M27.2040,504.38291,631.547.208Sponengan sudutM'76.0029,344.552,230,185.8076.0014,637,860.61IV.PEKERJAAN BETON1Pek. Sloof Praktis 15/20, f'c:14.5 Mpa (K.175)(Tul.122kg/m3)M30.483,292,387.351,580,345.930.482Pek. Kolom Praktis 12/12, f'c:14.5 Mpa (K.175)(Tul.200kg/m3)M30.384,215,804.001,602,005.520.383Pek. Ring Balk Praktis 12/20, f'c:14.5 Mpa (K.175)(Tul.147kg/m3)M30.753,588,354.222,691,265.670.754Pek. Konsol Beton 12/20, f'c:14.5 Mpa (K.175)(Tul.154kg/m3)M30.035,495,618.97164,868.570.026,038,485.68V.PEKERJAAN KUSEN, PINTU & JENDELA1Pasang Kosen Alumunium, 4" , warna SilverM'23.0077,300.001,777,900.0023.002Pasang Daun Pintu Kaca Rangka Alumunium Uk. 80x205 cmUnit1.00989,553.61989,553.613Pasang Daun Pintu Plat Strip & rangka AlumuniumUnit3.001,175,035.503,525,106.504Pasang Daun Jendela Ram Alumunium, ukuran 70x120 cmUnit1.00498,219.41498,219.415Pasang Kunci tanam 2 x putarBh1.00160,540.00160,540.008.006Pasang Engsel PintuBh12.0025,300.00303,600.008.007Pasang Engsel Jendela Bh2.0023,690.0047,380.004.008Pasang Grendel Pintu KMBh3.0015,000.0045,000.009Pasang Grendel jendela & handelBh1.0035,535.0035,535.0099.3210Pasang Kait anginBh2.0017,500.0035,000.000.007,417,834.52VI.PEKERJAAN ATAP 1Pasang Rangka Atap Gording Kayu Kruing M30.187,109,530.001,279,715.400.172Pasang Atap Asbes Gelombang BesarM225.8863,813.501,651,493.3825.873Pasang Kerpus/Riaman Atap M'3.0025,000.0075,000.003.004Pasang Listplank GRC lebar 20 cm, tebal 9 mm, rangka Kayu KruingM'8.6387,176.90752,336.658.625Plafond Kalsiboard, tebal 3,5 mm Rangka Kayu KruingM212.00139,969.721,679,636.6412.006List Plafond KayuM'28.008,000.00224,000.0028.005,662,182.07VII.PEKERJAAN LANTAI DAN SALURAN1Urugan Pasir bawah Lantai, tebal 10 cmM32.10175,490.00368,529.002.102Lantai Rabat Beton f'c : 7,4 Mpa (K.100), tebal 5 cmM31.05803,575.50843,754.271.053Pasang Lantai Keramik 30/30 (polos) M24.00129,955.75519,823.004.004Pasang Lantai Keramik 30/30 (motif/warna) M29.00134,210.751,207,896.759.005Pasang Lantai Keramik 20/20 (tekstur/warna)M28.00136,913.251,095,306.008.006Pasang Keramik Dinding 20/25 cm (warna)M226.40146,408.803,865,192.3226.407,900,501.34VII.PEKERJAAN SANITAIR1Pasang Kloset JongkokBh3.00334,063.501,002,190.502Pasang Kran Air .1/2"Bh3.0026,000.0078,000.003Instalasi Pipa Air BersihLs1.00500,000.00500,000.004Inslalasi Pipa Air KotorLs1.00600,000.00600,000.005Septick-tank dan PeresapanUnit1.004,000,000.004,000,000.006,180,190.50IX.PEKERJAAN CAT-CATAN1Cat dinding M288.6514,817.751,313,593.5488.652Cat plafond M212.0014,817.75177,813.0012.003Cat kayuM2ERROR:#REF!39,358.75ERROR:#REF!ERROR:#REF!ERROR:#REF!

NO.URAIAN PEKERJAANSAT.VOLUMEHARGA SAT.HARGAJML. HARGAVOLUMERp.Rp.Rp.

X.PEKERJAAN INSTALASI LISTRIK1Sambungan baru Daya Listrik 900 VA, dan pengurusan ke PLNUnit1.001,500,000.001,500,000.002Pasang Panel Penerangana.MCB 6A /1 Pole / 4.5 KABh1.0056,900.0056,900.00b.Box MCB/Panel (kapasitas 2 MCB)Bh1.0085,000.0085,000.00c.Arde/pentanahanBh1.00600,000.00600,000.003Kabel NYM 3x2,5 mm2, dari KWH Meter ke Panel Peneranganm'3.0018,550.0055,650.004Instalasi Listrik Titik Lampu & Stop KontakTtk6.00150,000.00900,000.005Lampu PLC 18 Watt lengkap dengan FittingBh5.0063,100.00315,500.006Saklar gandaBh1.0022,500.0022,500.007Saklar tunggalBh1.0021,000.0021,000.008Stop KontakBh1.0021,000.0021,000.003,577,550.00

J U M L A HRp. ERROR:#REF!4.00ERROR:#REF!ERROR:#REF!

C.PEKERJAAN HALAMAN PARKIR

NO.URAIAN PEKERJAANSAT.VOLUMEHARGA SAT.HARGAJML. HARGAVOLUMERp.Rp.Rp.

I.PEKERJAAN PAGAR HALAMAN1Pekerjaan Tanaha.Galian Tanah PondasiM318.9931,625.00600,558.7518.98b.Urugan Tanah KembaliM31.6310,541.6717,182.921.63c.Pasir Urug Pondasi M32.54175,490.00445,744.602.531,063,486.272Pekerjaan Pasangana.Pas. AanstampingM35.07282,417.001,431,854.195.06b.Pas. Batu Belah Pondasi 1 : 8M39.77564,541.905,515,574.369.76c.Pas. Batu Bata 1 : 3, TrasraamM214.4795,784.651,386,003.8914.46d.Pas. Batu bata 1 : 6M257.8688,385.555,113,987.9257.86e.Plesteran 1 : 3, TrasraamM228.9337,393.171,081,784.4128.93f.Plesteran 1 : 6M2115.7233,101.373,830,490.54115.71g.Sponengan sudutM'144.6429,344.554,244,395.71144.6422,604,091.023Pekerjaan Betona.Pek. Sloof Praktis 15/20, (K.175)(Tul.122kg/m3)M31.093,292,387.353,588,702.211.08b.Pek. Kolom Praktis 12/12, (K.175)(Tul.200kg/m3)M30.354,215,804.001,475,531.400.35c.Pek. Ring Balk Praktis 12/20, (K.175)(Tul.147kg/m3)M30.873,588,354.223,121,868.170.878,186,101.784Pekerjaan Pengecatana.Pekerjaan Pengecatan TembokM2144.6414,817.752,143,239.36144.642,143,239.3633,996,918.43II.PEKERJAAN PERKERASAN HALAMAN PARKIR 1Pasang Paving tebal 8 cm, Holland K.300M2886.91139,897.50124,076,491.73886.912Pasang Kansteen Beton uk. 15/20x30x50 cmM'19.7098,900.001,948,330.0019.70126,024,821.73III.PEKERJAAN TALUD DAN SALURAN/DRAINASE HALAMAN1Saluran Bis Beton U.20M'135.0096,437.9413,019,122.10135.502Bak Kontrol 40x40 cmBh1.0075,000.0075,000.002Pekerjaan Talud Pasangan Batu Belaha.Galian tanahM353.4231,625.001,689,407.5053.42b.Urugan PasirM311.89175,490.002,086,576.1011.89c.Pasangan Batu Belah 1 : 4M30.0660,479.500.000.00d.Pasang Pipa Suling-suling PVC .2", panjang 0,50 mBh14.0013,850.00193,900.0014.00e.Plesteran 1 : 3M2225.5037,393.178,432,159.84225.50f.Plesteran Siar 1 : 2M216.3619,906.50325,670.3416.36g.Sponengan sudutM'328.0029,344.559,625,012.40328.0035,446,848.28

J U M L A HRp. 160,021,740.15

D.D.PEKERJAAN AIR BERSIH


I.PEK. PEMBUATAN SUMUR GALI, LENGKAP DENGAN POMPA1Pekerjaan pembuatan Sumur Gali, dengan spesifikasi :Unit1.004,500,000.004,500,000.00- Sumur gali Bis beton . 80 cm, kedalaman 10 m' - Tutup sumur : Plat beton bertulang, tebal 8 cm2Pengadaan dan Pemasangan Pompa dengan spesifikasi :Unit1.00850,000.00850,000.00- Merk Shimizu, jenis Automatic Centrifugal Pump- Dilengkapi dengan Water Tank dan switch otomatis- Daya hisap 11 m dan daya dorong 20 m- Motor power 250 Watt / 220 V 3Pembuatan Rumah Pompa dengan pintu rangka besi + kunciLs1.001,000,000.001,000,000.004Pekerjaan Perpipaan :a.Pasang pipa hisap dan dorong GIP . 1" Medium AM'18.0075,875.851,365,765.30b.Gate Valve . 1", produk setara KitazawaBh1.0055,900.0055,900.00c.Footklep . 1"Bh1.0045,000.0045,000.007,816,665.30II.PENYAMBUNGAN AIR PDAM1Penyambungan air PDAMUnit1.001,400,000.001,400,000.001,400,000.00

J U M L A HRp. 9,216,665.30

Hrg Sat PekDAFTAR HARGA SATUAN PEKERJAAN


NO.URAIAN PEKERJAANSATUANHARGA SATUANRp.

1Pekerjaan Pembersihan dan PerataanM26,900.002Uitzet dan Pasang BouwplankM'35,000.003Galian tanah biasaM331,625.004Urugan tanah kembaliM310,541.675Urugan tanah padas (tanah didatangkan)M3105,340.006Urugan pasirM3175,490.007Pas. AanstampingM3282,417.008Pas. Batu Belah 1 : 4M3660,479.509Pas. Batu Belah 1 : 8M3564,541.9010Pasangan batu bata 1 : 3, Tebal 1/2 BatuM295,784.6511Pasangan batu bata 1 : 6M288,385.5512Plesteran Beton 1:2, Tebal 15 mmM240,504.3813Plesteran 1:3, Tebal 15 mmM237,393.1714Plesteran 1:6, Tebal 15 mmM233,101.3715Plesteran Siar 1:2M219,906.5016Sponengan SudutM'29,344.5517Rabat Beton f'c = 7,4 Mpa (K.100)M3803,575.5018Beton Cor f'c = 14,5 Mpa (K.175)M3872,834.0219Beton Cor f'c = 19,3 Mpa (K.225)M3936,936.0520Beton Bertulang Sloof Praktis 15/20(Tulangan122kg/m3)M33,292,387.3521Beton Kolom Praktis 12/12, f'c:14,5 Mpa (K.175)(Tulangan200kg/m3)M34,215,804.0022Beton Ring Balk Praktis 12/20, f'c:14,5 Mpa (K.175)(Tulangan147kg/m3)M33,588,354.2223Beton Balok Latei 12/20, f'c:14,5 Mpa (K.175)(Tulangan147kg/m3)M33,942,864.2424Beton Konsol 15/20, f'c : 14,5 Mpa (K.175)(Tulangan154kg/m3)M35,495,618.9725Pasang Lantai Keramik 30 x 30 cm, PolosM2129,955.7526Pasang Lantai Keramik 30 x 30 cm, WarnaM2134,210.7527Pasang Lantai Keramik 20 x 20 cmM2136,913.2528Pasang Keramik Dinding 20 x 25 cmM2146,408.8029Pasang Lantai Rabat Beton tebal 5 cmM240,178.7730Pekerjaan Kusen Kayu Kruing M37,557,685.0031Pekerjaan Pintu Papan, tebal 2 cmM2177,716.5232Pekerjaan Gording kayu KruingM37,109,530.0033Pasang Listplank GRC 20 cm, tebal 9 mm rangka kayu KruingM'87,176.9034Pasang Atap Asbes Gelombang BesarM263,813.5035Pasang Nok Stel Asbes Gelombang BesarM'66,113.5036Plafond Kalsiboard, tebal 3,5 mm Rangka Kayu KruingM2139,969.7237Pasang Kansteen Beton (15/20 x 30 x 50 cm)M'98,900.0038Pasang Paving Block Type Holland tebal 8 cm (K.300)M2139,897.5039Pasang Closet Jongkok, setara INABh334,063.5040Pek. Saluran Bis Beton U.20 cmM'96,437.9441Pek. Saluran Bis Beton U.30 cmM'145,165.4842Cat tembok / plafondM214,817.7543Cat kayu M239,358.7544Pasang Kaca Bening 5 mmM2114,402.0045Pasang Kaca Es/Buram 5 mmM2108,330.0046Pasang Pintu Kaca Rangka Alumunium Ukuran 80x205 cmUnit989,553.6147Pasang Pintu Plat Strip & Rangka Alumunium Ukuran 70x205 cmUnit1,175,035.5048Pasang Jendela Kaca Rangka Alumunium Ukuran 70x120 cmUnit498,219.4149Pasang Kunci Tanam 2 x SlagBh160,540.0050Pasang Engsel PintuBh25,300.0051Pasang Engsel Jendela/BouvenlichtBh23,690.0052Pasang Grendel Jendela Bh35,535.0053Pasang Instalasi Titik LampuTtk150,000.0054Pasang Pipa GIP . 1", Medium AM'75,875.85

0.001.001 M3 BETON COR f'c = 7.4 Mpa (K.100)274.000.620.748.002.001 M3 BETON COR f'c = 14.5 Mpa (K.175)326.000.540.768.003.008.00200.00147.00

AnlsANALISA HARGA SATUAN PEKERJAAN


11 M2 PEKERJAAN PEMBERSIHAN DAN PERATAAN 0.1000org/hrPekerja@ Rp.35,000.00= Rp.3,500.000.0500org/hrMandor@ Rp.50,000.00= Rp.2,500.00Jumlah (A)= Rp.6,000.00Overhead & keuntungan (15%xA)= Rp.900.00Jumlah (B)= Rp.6,900.00

21 M3 GALIAN TANAH KEDALAMAN 1 METER0.7500org/hrPekerja@ Rp.35,000.00= Rp.26,250.000.0250org/hrMandor@ Rp.50,000.00= Rp.1,250.00Jumlah (A)= Rp.27,500.00Overhead & keuntungan (15%xA)= Rp.4,125.00Jumlah (B)= Rp.31,625.00

31 M3 URUGAN TANAH KEMBALI SEDALAM 1 METER1/3 x31,625.00= Rp.10,541.67

41 M3 URUGAN TANAH1.2000m3Tanah Urug@ Rp.68,000.00= Rp.81,600.000.2500org/hrPekerja@ Rp.35,000.00= Rp.8,750.000.0250org/hrMandor@ Rp.50,000.00= Rp.1,250.00Jumlah (A)= Rp.91,600.00Overhead & keuntungan (15%xA)= Rp.13,740.00Jumlah (B)= Rp.105,340.0051 M3 URUGAN PASIR1.2000m3Pasir urug@ Rp.118,000.00= Rp.141,600.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0100org/hrMandor@ Rp.50,000.00= Rp.500.00Jumlah (A)= Rp.152,600.00Overhead & keuntungan (15%xA)= Rp.22,890.00Jumlah (B)= Rp.175,490.0061 M3 PAS. AANSTAMPING / BATU KOSONG1.2000m3Batu belah@ Rp.155,000.00= Rp.186,000.000.3000m3Pasir urug@ Rp.118,000.00= Rp.35,400.000.3900org/hrTukang batu@ Rp.45,000.00= Rp.17,550.000.0390org/hrKep. Tukang batu@ Rp.50,000.00= Rp.1,950.000.0780org/hrPekerja@ Rp.35,000.00= Rp.2,730.000.0390org/hrMandor@ Rp.50,000.00= Rp.1,950.00Jumlah (A)= Rp.245,580.00Overhead & keuntungan (15%xA)= Rp.36,837.00Jumlah (B)= Rp.282,417.0071 M3 PAS.BATU BELAH 1 : 41.2000m3Batu belah@ Rp.155,000.00= Rp.186,000.00163.0000kgSemen (PC)@ Rp.1,300.00= Rp.211,900.000.5200m3Pasir pasang@ Rp.159,000.00= Rp.82,680.000.7500org/hrTukang batu@ Rp.45,000.00= Rp.33,750.000.0750org/hrKep. Tukang batu@ Rp.50,000.00= Rp.3,750.001.5000org/hrPekerja@ Rp.35,000.00= Rp.52,500.000.0750org/hrMandor@ Rp.50,000.00= Rp.3,750.00Jumlah (A)= Rp.574,330.00Overhead & keuntungan (15%xA)= Rp.86,149.50Jumlah (B)= Rp.660,479.5081 M3 PAS.BATU BELAH 1 : 81.2000m3Batu belah@ Rp.155,000.00= Rp.186,000.0091.0091.0000kgSemen (PC)@ Rp.1,300.00= Rp.118,300.000.5840m3Pasir pasang@ Rp.159,000.00= Rp.92,856.000.7500org/hrTukang batu@ Rp.45,000.00= Rp.33,750.000.0750org/hrKep. Tukang batu@ Rp.50,000.00= Rp.3,750.001.5000org/hrPekerja@ Rp.35,000.00= Rp.52,500.000.0750org/hrMandor@ Rp.50,000.00= Rp.3,750.00Jumlah (A)= Rp.490,906.00Overhead & keuntungan (15%xA)= Rp.73,635.90Jumlah (B)= Rp.564,541.9091 M2 PAS. BATU BATA 1 : 3, TEBAl 1/2 BATU70.0000bhBatu bata@ Rp.600.00= Rp.42,000.0014.3700kgSemen (PC)@ Rp.1,300.00= Rp.18,681.000.0400m3Pasir pasang@ Rp.159,000.00= Rp.6,360.000.1000org/hrTukang batu@ Rp.45,000.00= Rp.4,500.000.0100org/hrKep. Tukang batu@ Rp.50,000.00= Rp.500.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.83,291.00Overhead & keuntungan (15%xA)= Rp.12,493.65Jumlah (B)= Rp.95,784.65101 M2 PAS. BATU BATA 1 : 6 TEBAL 1/2 BATU70.0000bhBatu bata@ Rp.600.00= Rp.42,000.008.3200kgSemen (PC)@ Rp.1,300.00= Rp.10,816.000.0490m3Pasir pasang@ Rp.159,000.00= Rp.7,791.000.1000org/hrTukang batu@ Rp.45,000.00= Rp.4,500.000.0100org/hrKep. Tukang @ Rp.50,000.00= Rp.500.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.76,857.00Overhead & keuntungan (15%xA)= Rp.11,528.55Jumlah (B)= Rp.88,385.55111 M2 PLESTERAN BETON 1 : 2, TEBAL 15 MM0.255610.2240kgSemen (PC)@ Rp.1,300.00= Rp.13,291.200.0200m3Pasir pasang@ Rp.159,000.00= Rp.3,180.000.1500org/hrTukang batu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang batu@ Rp.50,000.00= Rp.750.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.35,221.20Overhead & keuntungan (15%xA)= Rp.5,283.18Jumlah (B)= Rp.40,504.38111 M2 PLESTERAN 1 : 3, TEBAL 15 MM0.19447.7760kgSemen (PC)@ Rp.1,300.00= Rp.10,108.800.0230m3Pasir pasang@ Rp.159,000.00= Rp.3,657.000.1500org/hrTukang batu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.32,515.80Overhead & keuntungan (15%xA)= Rp.4,877.37Jumlah (B)= Rp.37,393.17121 M2 PLESTERAN 1 : 6, TEBAL 15 MM4.4160kgSemen (PC)@ Rp.1,300.00= Rp.5,740.800.0270m3Pasir pasang@ Rp.159,000.00= Rp.4,293.000.1500org/hrTukang batu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.28,783.80Overhead & keuntungan (15%xA)= Rp.4,317.57Jumlah (B)= Rp.33,101.37131 M2 PLESTERAN SIAR 1 PC : 2 PS4.3200kgSemen (PC)@ Rp.1,300.00= Rp.5,616.000.0160m3Pasir pasang@ Rp.159,000.00= Rp.2,544.000.0700org/hrTukang batu@ Rp.45,000.00= Rp.3,150.000.0070org/hrKep. Tukang @ Rp.50,000.00= Rp.350.000.1500org/hrPekerja@ Rp.35,000.00= Rp.5,250.000.0080org/hrMandor@ Rp.50,000.00= Rp.400.00Jumlah (A)= Rp.17,310.00Overhead & keuntungan (15%xA)= Rp.2,596.50Jumlah (B)= Rp.19,906.50141 M' PLESTERAN/SPONENGAN SUDUT0.5000kgSemen (PC)@ Rp.1,300.00= Rp.650.000.0130m3Pasir Pasang@ Rp.159,000.00= Rp.2,067.000.4000org/hrTukang batu@ Rp.45,000.00= Rp.18,000.000.0400org/hrKep. Tukang @ Rp.50,000.00= Rp.2,000.000.0800org/hrPekerja@ Rp.35,000.00= Rp.2,800.00Jumlah (A)= Rp.25,517.00Overhead & keuntungan (15%xA)= Rp.3,827.55Jumlah (B)= Rp.29,344.55151 M3 BETON COR f'c = 7.4 Mpa (K.100)274.0000kgSemen (PC)@ Rp.1,300.00= Rp.356,200.000.6207m3Pasir beton@ Rp.159,000.00= Rp.98,691.300.7400m3Split 2/3@ Rp.225,000.00= Rp.166,500.00215.0000ltrAir@ Rp.8.00= Rp.1,720.000.2750org/hrTukang batu@ Rp.45,000.00= Rp.12,375.000.0275org/hrKep. Tukang @ Rp.50,000.00= Rp.1,375.001.6500org/hrPekerja@ Rp.35,000.00= Rp.57,750.000.0830org/hrMandor@ Rp.50,000.00= Rp.4,150.00Jumlah (A)= Rp.698,761.30Overhead & keuntungan (15%xA)= Rp.104,814.20Jumlah (B)= Rp.803,575.50161 M3 BETON COR f'c = 14.5 Mpa (K.175)326.0000kgSemen (PC)@ Rp.1,300.00= Rp.423,800.000.5429m3Pasir beton@ Rp.159,000.00= Rp.86,321.100.7622m3Split 2/3@ Rp.225,000.00= Rp.171,495.00215.0000ltrAir@ Rp.8.00= Rp.1,720.000.2750org/hrTukang batu@ Rp.45,000.00= Rp.12,375.000.0275org/hrKep. Tukang @ Rp.50,000.00= Rp.1,375.001.6500org/hrPekerja@ Rp.35,000.00= Rp.57,750.000.0830org/hrMandor@ Rp.50,000.00= Rp.4,150.00Jumlah (A)= Rp.758,986.10Overhead & keuntungan (15%xA)= Rp.113,847.92Jumlah (B)= Rp.872,834.02Beton171 M3 BETON COR f'c = 19.3 Mpa (K.225)371.0000kgSemen (PC)@ Rp.1,300.00= Rp.482,300.00731.000.5230m3Pasir beton@ Rp.159,000.00= Rp.83,157.001,031.000.7640m3Split 2/3@ Rp.225,000.00= Rp.171,900.00215.0000ltrAir@ Rp.8.00= Rp.1,720.000.2750org/hrTukang batu@ Rp.45,000.00= Rp.12,375.000.0275org/hrKep. Tukang @ Rp.50,000.00= Rp.1,375.001.6500org/hrPekerja@ Rp.35,000.00= Rp.57,750.000.0830org/hrMandor@ Rp.50,000.00= Rp.4,150.00Jumlah (A)= Rp.814,727.00Overhead & keuntungan (15%xA)= Rp.122,209.05Jumlah (B)= Rp.936,936.05181 KG - PEMBESIAN DENGAN BESI POLOS1.0500kgBesi beton Polos@ Rp.9,000.00= Rp.9,450.000.0150kgBendraat (kawat beton)@ Rp.15,300.00= Rp.229.500.0070org/hrTukang besi@ Rp.45,000.00= Rp.315.000.0007org/hrKep. Tukang @ Rp.50,000.00= Rp.35.000.0070org/hrPekerja@ Rp.35,000.00= Rp.245.000.0004org/hrMandor@ Rp.50,000.00= Rp.20.00Jumlah (A)= Rp.10,294.50Overhead & keuntungan (15%xA)= Rp.1,544.18Jumlah (B)= Rp.11,838.68191 M2 - PEKERJAAN BEKISTING UNTUK BETON PRAKTIS0.0450m3Kayu Kelas III (Sengon/Tahun) @ Rp.1,700,000.00= Rp.76,500.000.3000kgPaku@ Rp.14,000.00= Rp.4,200.000.1000ltrMinyak Bekisting@ Rp.24,300.00= Rp.2,430.000.2600org/hrTukang kayu@ Rp.45,000.00= Rp.11,700.000.0260org/hrKep. Tukang @ Rp.50,000.00= Rp.1,300.000.5200org/hrPekerja@ Rp.35,000.00= Rp.18,200.000.0260org/hrMandor@ Rp.50,000.00= Rp.1,300.00Jumlah (A)= Rp.115,630.00Overhead & keuntungan (15%xA)= Rp.17,344.50Jumlah (B)= Rp.132,974.50201 M2 - PEKERJAAN BEKISTING UNTUK PONDASI0.0400m3Kayu Kelas III (Sengon/Tahun) @ Rp.1,700,000.00= Rp.68,000.000.3000kgPaku@ Rp.14,000.00= Rp.4,200.000.1000ltrMinyak Bekisting@ Rp.24,300.00= Rp.2,430.000.2600org/hrTukang kayu@ Rp.45,000.00= Rp.11,700.000.0260org/hrKep. Tukang @ Rp.50,000.00= Rp.1,300.000.5200org/hrPekerja@ Rp.35,000.00= Rp.18,200.000.0260org/hrMandor@ Rp.50,000.00= Rp.1,300.00Jumlah (A)= Rp.107,130.00Overhead & keuntungan (15%xA)= Rp.16,069.50Jumlah (B)= Rp.123,199.50211 M2 - PEKERJAAN BEKISTING UNTUK SLOOF0.0450m3Kayu Kelas III (Sengon/Tahun) @ Rp.1,700,000.00= Rp.76,500.000.3000kgPaku@ Rp.14,000.00= Rp.4,200.000.1000ltrMinyak Bekisting@ Rp.24,300.00= Rp.2,430.000.2600org/hrTukang kayu@ Rp.45,000.00= Rp.11,700.000.0260org/hrKep. Tukang @ Rp.50,000.00= Rp.1,300.000.5200org/hrPekerja@ Rp.35,000.00= Rp.18,200.000.0260org/hrMandor@ Rp.50,000.00= Rp.1,300.00Jumlah (A)= Rp.115,630.00Overhead & keuntungan (15%xA)= Rp.17,344.50Jumlah (B)= Rp.132,974.50221 M2 - PEKERJAAN BEKISTING UNTUK BALOK0.0400m3Kayu Kelas III (Sengon/Tahun) @ Rp.1,700,000.00= Rp.68,000.000.4000kgPaku@ Rp.14,000.00= Rp.5,600.000.2000ltrMinyak Bekisting@ Rp.24,300.00= Rp.4,860.000.0180m3Balok Kayu Kelas II (Meranti)@ Rp.4,552,000.00= Rp.81,936.002.0000btgKayu Dolok/Dolken 8 cm@ Rp.20,900.00= Rp.41,800.000.3300org/hrTukang kayu@ Rp.45,000.00= Rp.14,850.000.0330org/hrKep. Tukang @ Rp.50,000.00= Rp.1,650.000.6600org/hrPekerja@ Rp.35,000.00= Rp.23,100.000.0330org/hrMandor@ Rp.50,000.00= Rp.1,650.00Jumlah (A)= Rp.243,446.00Overhead & keuntungan (15%xA)= Rp.36,516.90Jumlah (B)= Rp.279,962.90231 M3 PEK. BETON SLOOF PRAKTIS 15/20, TUL.122KG/M31.000AnlBeton cor f'c:14.5 Mpa (K.175)@ Rp.872,834.02= Rp.872,834.02122.000AnlPembesian dengan Besi Polos@ Rp.11,838.68= Rp.1,444,318.357.334AnlBekisting Sloof@ Rp.132,974.50= Rp.975,234.98= Rp.3,292,387.35241 M3 BETON KOLOM PRAKTIS 12/12, TULANGAN200KG/M31.000AnlBeton cor f'c:14.5 Mpa (K.175)@ Rp.872,834.02= Rp.872,834.02200.000AnlPembesian dengan Besi Polos@ Rp.11,838.68= Rp.2,367,735.007.334AnlBekisting Beton Praktis@ Rp.132,974.50= Rp.975,234.98= Rp.4,215,804.00251 M3 BETON RING BALK PRAKTIS 12/20, TULANGAN147KG/M31.000AnlBeton cor f'c:14.5 Mpa (K.175)@ Rp.872,834.02= Rp.872,834.02147.000AnlPembesian dengan Besi Polos@ Rp.11,838.68= Rp.1,740,285.237.334AnlBekisting Beton Praktis@ Rp.132,974.50= Rp.975,234.98= Rp.3,588,354.22261 M3 BETON BALOK LATEI 12/20, TULANGAN147KG/M31.000AnlBeton cor f'c:14.5 Mpa (K.175)@ Rp.872,834.02= Rp.872,834.02147.000AnlPembesian dengan Besi Polos@ Rp.11,838.68= Rp.1,740,285.2310.000AnlBekisting Beton Praktis@ Rp.132,974.50= Rp.1,329,745.00= Rp.3,942,864.24271 M3 BETON KONSOL 15/20, TULANGAN154KG/M31.000AnlBeton cor f'c:14.5 Mpa (K.175)@ Rp.872,834.02= Rp.872,834.02154.000AnlPembesian dengan Besi Polos@ Rp.11,838.68= Rp.1,823,155.9510.000AnlBekisting Balok@ Rp.279,962.90= Rp.2,799,629.00= Rp.5,495,618.97

Keramik281 M2 PAS. LANTAI KERAMIK 30/30 CM, POLOS1.0000m2Ubin Keramik Polos 30/30 @ Rp.47,000.00= Rp.47,000.0010.0000kgSemen (PC)@ Rp.1,300.00= Rp.13,000.001.5000kgSemen warna / putih@ Rp.1,400.00= Rp.2,100.000.0450m3Pasir pasang muntilan@ Rp.159,000.00= Rp.7,155.000.3500org/hrTukang batu@ Rp.45,000.00= Rp.15,750.000.0350org/hrKep. Tukang batu@ Rp.50,000.00= Rp.1,750.000.7000org/hrPekerja@ Rp.35,000.00= Rp.24,500.000.0350org/hrMandor@ Rp.50,000.00= Rp.1,750.00Jumlah (A)= Rp.113,005.00Overhead & keuntungan (15%xA)= Rp.16,950.75Jumlah (B)= Rp.129,955.75291 M2 PAS. LANTAI KERAMIK 30/30 CM, WARNA1.0000m2Ubin Keramik 30/30,warna@ Rp.50,700.00= Rp.50,700.0010.0000kgSemen (PC)@ Rp.1,300.00= Rp.13,000.001.5000kgSemen warna / putih@ Rp.1,400.00= Rp.2,100.000.0450m3Pasir pasang muntilan@ Rp.159,000.00= Rp.7,155.000.3500org/hrTukang batu@ Rp.45,000.00= Rp.15,750.000.0350org/hrKep. Tukang batu@ Rp.50,000.00= Rp.1,750.000.7000org/hrPekerja@ Rp.35,000.00= Rp.24,500.000.0350org/hrMandor@ Rp.50,000.00= Rp.1,750.00Jumlah (A)= Rp.116,705.00Overhead & keuntungan (15%xA)= Rp.17,505.75Jumlah (B)= Rp.134,210.75301 M2 PAS. LANTAI KERAMIK 20/20 CM, WARNA/TEKSTUR1.0000m2Ubin Keramik 20/20, warna/Tekstur@ Rp.52,200.00= Rp.52,200.0010.4000kgSemen (PC)@ Rp.1,300.00= Rp.13,520.001.6200kgSemen warna / putih@ Rp.1,500.00= Rp.2,430.000.0450m3Pasir pasang muntilan@ Rp.159,000.00= Rp.7,155.000.3500org/hrTukang batu@ Rp.45,000.00= Rp.15,750.000.0350org/hrKep. Tukang batu@ Rp.50,000.00= Rp.1,750.000.7000org/hrPekerja@ Rp.35,000.00= Rp.24,500.000.0350org/hrMandor@ Rp.50,000.00= Rp.1,750.00Jumlah (A)= Rp.119,055.00Overhead & keuntungan (15%xA)= Rp.17,858.25Jumlah (B)= Rp.136,913.25311 M2 PAS. DINDING KERAMIK 20/25, WARNA1.0000m2Keramik dinding 20/20 cm @ Rp.53,200.00= Rp.53,200.009.3000kgSemen (PC)@ Rp.1,300.00= Rp.12,090.001.9400kgSemen warna / putih@ Rp.1,500.00= Rp.2,910.000.0180m3Pasir pasang muntilan@ Rp.159,000.00= Rp.2,862.000.4500org/hrTukang batu@ Rp.45,000.00= Rp.20,250.000.0450org/hrKep. Tukang batu@ Rp.50,000.00= Rp.2,250.000.9000org/hrPekerja@ Rp.35,000.00= Rp.31,500.000.0450org/hrMandor@ Rp.50,000.00= Rp.2,250.00Jumlah (A)= Rp.127,312.00Overhead & keuntungan (15%xA)= Rp.19,096.80Jumlah (B)= Rp.146,408.80321 M2 PASANG LANTAI RABAT BETON TEBAL 5 CM0.05m3Beton Cor f'c = 7,4 Mpa (K.100)@ Rp.803,575.50= Rp.40,178.77

331 M3 PEKERJAAN KUSEN KAYU KRUING1.2000m3Balok Kayu Kruing@ Rp.4,982,000.00= Rp.5,978,400.001.2500kgPaku kayu@ Rp.14,000.00= Rp.17,500.001.0000kgLem kayu@ Rp.9,000.00= Rp.9,000.0018.0000org/hrTukang kayu@ Rp.14,000.00= Rp.252,000.001.8000org/hrKep. Tukang @ Rp.50,000.00= Rp.90,000.006.0000org/hrPekerja@ Rp.35,000.00= Rp.210,000.000.3000org/hrMandor@ Rp.50,000.00= Rp.15,000.00Jumlah (A)= Rp.6,571,900.00Overhead & keuntungan (15%xA)= Rp.985,785.00Jumlah (B)= Rp.7,557,685.00341 M2 PEKERJAAN PINTU PAPAN0.0253m3Papan Kayu Kruing, tebal 2 cm@ Rp.4,787,000.00= Rp.121,111.100.0250kgPaku kayu@ Rp.14,000.00= Rp.350.001.0500org/hrTukang kayu@ Rp.14,000.00= Rp.14,700.000.1050org/hrKep. Tukang @ Rp.50,000.00= Rp.5,250.000.3500org/hrPekerja@ Rp.35,000.00= Rp.12,250.000.0175org/hrMandor@ Rp.50,000.00= Rp.875.00Jumlah (A)= Rp.154,536.10Overhead & keuntungan (15%xA)= Rp.23,180.42Jumlah (B)= Rp.177,716.52

341 M3 - PEK. GORDING KAYU KRUING1.1000m3Kayu Kruing@ Rp.4,982,000.00= Rp.5,480,200.0015.0000kgBesi strip, baut, mur@ Rp.14,000.00= Rp.210,000.003.0000kgPaku@ Rp.14,000.00= Rp.42,000.007.2000org/hrTukang kayu@ Rp.45,000.00= Rp.324,000.000.7200org/hrKep. Tukang @ Rp.50,000.00= Rp.36,000.002.4000org/hrPekerja@ Rp.35,000.00= Rp.84,000.000.1200org/hrMandor@ Rp.50,000.00= Rp.6,000.00Jumlah (A)= Rp.6,182,200.00Overhead & keuntungan (15%xA)= Rp.927,330.00Jumlah (B)= Rp.7,109,530.00351 M' PAS. LISTPLANK GRC 20 CM TEBAL 9 MM, RANGKA KAYU0.4300lbrPapan Listplank GRC 20x244 cm@ Rp.50,000.00= Rp.21,500.000.0080m3Kayu Kruing 4/6@ Rp.4,982,000.00= Rp.39,856.000.0500kgPaku@ Rp.14,000.00= Rp.700.000.2000Tukang kayu@ Rp.45,000.00= Rp.9,000.000.0200Kep. Tukang @ Rp.50,000.00= Rp.1,000.000.1000Pekerja@ Rp.35,000.00= Rp.3,500.000.0050Mandor@ Rp.50,000.00= Rp.250.00Jumlah (A)= Rp.75,806.00Overhead & keuntungan (15%xA)= Rp.11,370.90Jumlah (B)= Rp.87,176.90361 M2 PEKERJAAN ATAP ASBES GELOMBANG BESAR0.5550lbrAsbes gelombang 210 x 105 cm@ Rp.78,000.00= Rp.43,290.006.0000bhPaku sekrup@ Rp.600.00= Rp.3,600.000.0670org/hrTukang kayu@ Rp.45,000.00= Rp.3,015.000.0067org/hrKep. Tukang @ Rp.50,000.00= Rp.335.000.1400org/hrPekerja@ Rp.35,000.00= Rp.4,900.000.0070org/hrMandor@ Rp.50,000.00= Rp.350.00Jumlah (A)= Rp.55,490.00Overhead & keuntungan (15%xA)= Rp.8,323.50Jumlah (B)= Rp.63,813.50371 M2 PASANG NOK/KERPUS ASBES GEL. BESAR1.0000m2Nok/kerpus Asbes Gel. Besar@ Rp.44,500.00= Rp.44,500.006.0000bhPaku sekrup@ Rp.600.00= Rp.3,600.000.1250org/hrTukang kayu@ Rp.45,000.00= Rp.5,625.000.0125org/hrKep. Tukang @ Rp.50,000.00= Rp.625.000.0840org/hrPekerja@ Rp.35,000.00= Rp.2,940.000.0040org/hrMandor@ Rp.50,000.00= Rp.200.00Jumlah (A)= Rp.57,490.00Overhead & keuntungan (15%xA)= Rp.8,623.50Jumlah (B)= Rp.66,113.50381 M2 PEK. PLAFOND KALSIBOARD 4,5 MM, RK. KRUING a. Pasang Rangka Langit-langit, kayu Kruing0.0154m3Kayu kruing@ Rp.4,982,000.00= Rp.76,722.800.2000kgPaku@ Rp.14,000.00= Rp.2,800.000.3000org/hrTukang kayu@ Rp.45,000.00= Rp.13,500.000.0300org/hrKep. Tukang @ Rp.50,000.00= Rp.1,500.000.1500org/hrPekerja@ Rp.35,000.00= Rp.5,250.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.100,147.80Overhead & keuntungan (15%xA)= Rp.15,022.17Jumlah (B)= Rp.115,169.97b. Pasang Langit-langit Kalsiboard t:4,5 mm (1,00 x 1,00) m1.0000lbKalsiboard t : 4,5 mm@ Rp.16,800.00= Rp.16,800.000.0100kgPaku@ Rp.14,000.00= Rp.140.000.0700org/hrTukang kayu@ Rp.45,000.00= Rp.3,150.000.0070org/hrKep. Tukang @ Rp.50,000.00= Rp.350.000.0300org/hrPekerja@ Rp.35,000.00= Rp.1,050.000.0015org/hrMandor@ Rp.50,000.00= Rp.75.00Jumlah (A)= Rp.21,565.00Overhead & keuntungan (15%xA)= Rp.3,234.75Jumlah (B)= Rp.24,799.751 M2 PEK. PLAFOND KALSIBOARD RK. KRUING ( a + b )= Rp.139,969.72

391 M' PAS. KANSTEEN BETON 15/20x30x50 CM2.0000bhKansteen beton 15/20x30x50 cm@ Rp.31,000.00= Rp.62,000.000.2000org/hrTukang batu@ Rp.45,000.00= Rp.9,000.000.4000org/hrPekerja@ Rp.35,000.00= Rp.14,000.000.0200org/hrMandor@ Rp.50,000.00= Rp.1,000.00Jumlah (A)= Rp.86,000.00Overhead & keuntungan (15%xA)= Rp.12,900.00Jumlah (B)= Rp.98,900.00401 M2 PAS. PAVING BLOCK TYPE HOLLAND TEBAL 8 CM 1.0000m2Paving Block Holland tebal 8 cm, K.300@ Rp.87,000.00= Rp.87,000.000.1000m3Pasir pasang muntilan@ Rp.159,000.00= Rp.15,900.000.1500org/hrTukang batu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang batu@ Rp.50,000.00= Rp.750.000.3000org/hrPekerja@ Rp.35,000.00= Rp.10,500.000.0150org/hrMandor@ Rp.50,000.00= Rp.750.00Jumlah (A)= Rp.121,650.00Overhead & keuntungan (15%xA)= Rp.18,247.50Jumlah (B)= Rp.139,897.5041UPAH MELETAKKAN TIAP 100 Kg0.1000org/hrTukang batu@ Rp.45,000.00= Rp.4,500.000.0100org/hrKep. Tukang @ Rp.50,000.00= Rp.500.000.5000org/hrPekerja@ Rp.35,000.00= Rp.17,500.000.0250org/hrMandor@ Rp.50,000.00= Rp.1,250.00Jumlah (A)= Rp.23,750.00Overhead & keuntungan (15%xA)= Rp.3,562.50Jumlah (B)= Rp.27,312.50421 Bh PASANG CLOSET JONGKOK1.0000bhCloset duduk (kualitas INA)@ Rp.168,600.00= Rp.168,600.006.0000kgSemen (PC)@ Rp.1,300.00= Rp.7,800.000.0100m3Pasir pasang muntilan@ Rp.159,000.00= Rp.1,590.001.5000org/hrTukang batu@ Rp.45,000.00= Rp.67,500.000.1500org/hrKep. Tukang batu@ Rp.50,000.00= Rp.7,500.001.0000org/hrPekerja@ Rp.35,000.00= Rp.35,000.000.0500org/hrMandor@ Rp.50,000.00= Rp.2,500.00Jumlah (A)= Rp.290,490.00Overhead & keuntungan (15%xA)= Rp.43,573.50Jumlah (B)= Rp.334,063.50431 M' PEK. SALURAN BIS BETON U.20 CM0.0625m3Galian Tanah@ Rp.31,625.00= Rp.1,976.560.0200m3Urugan pasir@ Rp.175,490.00= Rp.3,509.801.0000bhBis Beton U.20 cm@ Rp.21,000.00= Rp.21,000.000.2000Upah meletakkan@ Rp.27,312.50= Rp.5,462.500.4000m2Pas. Batu Bata 1 : 3@ Rp.95,784.65= Rp.38,313.860.7000m2Plesteran 1 : 3@ Rp.37,393.17= Rp.26,175.22= Rp.96,437.94441 M' PEK. SALURAN BIS BETON U.30 CM0.1350m3Galian Tanah@ Rp.31,625.00= Rp.4,269.380.0300m3Pasir Urug@ Rp.175,490.00= Rp.5,264.701.0000bhBis Beton U.30 cm@ Rp.30,200.00= Rp.30,200.000.2500Upah meletakkan@ Rp.27,312.50= Rp.6,828.130.6000m2Pas. Batu Bata 1 : 3@ Rp.95,784.65= Rp.57,470.791.1000m2Plesteran 1 : 3@ Rp.37,393.17= Rp.41,132.49= Rp.145,165.48451 M2 PEKERJAAN CAT TEMBOK 0.2600kgCat tembok @ Rp.19,000.00= Rp.4,940.000.1000kgCat tembok dasar@ Rp.16,500.00= Rp.1,650.000.1000kgPlamur tembok@ Rp.18,200.00= Rp.1,820.000.2000lbrAmpelas@ Rp.2,500.00= Rp.500.000.0630org/hrTukang cat@ Rp.45,000.00= Rp.2,835.000.0063org/hrKep. Tukang @ Rp.50,000.00= Rp.315.000.0200org/hrPekerja@ Rp.35,000.00= Rp.700.000.0025org/hrMandor@ Rp.50,000.00= Rp.125.00Jumlah (A)= Rp.12,885.00Overhead & keuntungan (15%xA)= Rp.1,932.75Jumlah (B)= Rp.14,817.75461 M2 PEKERJAAN CAT KAYU/BESI0.4300kgCat kayu@ Rp.50,000.00= Rp.21,500.000.2000kgCat Meni@ Rp.20,900.00= Rp.4,180.000.1700ltrMinyak cat@ Rp.14,000.00= Rp.2,380.000.1500kgPlamur kayu@ Rp.15,900.00= Rp.2,385.000.2000lbrAmpelas@ Rp.2,500.00= Rp.500.000.0090org/hrTukang cat@ Rp.45,000.00= Rp.405.000.0060org/hrKep. Tukang @ Rp.50,000.00= Rp.300.000.0700org/hrPekerja@ Rp.35,000.00= Rp.2,450.000.0025org/hrMandor@ Rp.50,000.00= Rp.125.00Jumlah (A)= Rp.34,225.00Overhead & keuntungan (15%xA)= Rp.5,133.75Jumlah (B)= Rp.39,358.7547PASANG 1 M2 KACA BENING 5 MM1.1000M2Kaca Bening 5 mm@ Rp.82,800.00= Rp.91,080.000.1500org/hrTukang kayu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.0150org/hrPekerja@ Rp.35,000.00= Rp.525.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.99,480.00Overhead & keuntungan (15%xA)= Rp.14,922.00Jumlah (B)= Rp.114,402.0048PASANG 1 M2 KACA ES (BURAM) 5 MM1.1000M2Kaca Buram 5 mm@ Rp.78,000.00= Rp.85,800.000.1500org/hrTukang kayu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.0150org/hrPekerja@ Rp.35,000.00= Rp.525.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.94,200.00Overhead & keuntungan (15%xA)= Rp.14,130.00Jumlah (B)= Rp.108,330.00471 UNIT PEK. PINTU KACA RANGKA ALUMUNIUM (UK. 80x205 cm)7.1500m'Ram (Frame) Pintu Alumunium@ Rp.98,500.00= Rp.704,275.000.6800m2Pasang Kaca Bening 5 mm@ Rp.99,480.00= Rp.67,646.400.5440m2Pasang Kaca Es (Buram) 5 mm@ Rp.35,000.00= Rp.19,040.006.9520m'Profil kaca@ Rp.10,000.00= Rp.69,520.00Jumlah (A)= Rp.860,481.40Overhead & keuntungan (15%xA)= Rp.129,072.21Jumlah (B)= Rp.989,553.61481 UNIT PEK. PINTU PLAT STRIP & RANGKA ALUMUNIUM (UK. 70x205 cm)6.8200m'Ram (Frame) Pintu Alumunium@ Rp.98,500.00= Rp.671,770.0014.0000m'Plat Strip Alumunium@ Rp.25,000.00= Rp.350,000.00Jumlah (A)= Rp.1,021,770.00Overhead & keuntungan (15%xA)= Rp.153,265.50Jumlah (B)= Rp.1,175,035.50491 UNIT PEK. JENDELA KACA RANGKA ALUMUNIUM (UK. 70x120 cm)4.1800m'Ram (Frame) Jendela Alumunium@ Rp.80,000.00= Rp.334,400.000.6264m2Pasang Kaca Bening 5 mm@ Rp.99,480.00= Rp.62,314.273.6520m'Profil kaca@ Rp.10,000.00= Rp.36,520.00Jumlah (A)= Rp.433,234.27Overhead & keuntungan (15%xA)= Rp.64,985.14Jumlah (B)= Rp.498,219.4150PASANG 1 BUAH KUNCI TANAM 2 X SLAG1.0000BhKunci Tanam 2 x Slag@ Rp.116,000.00= Rp.116,000.000.5000org/hrTukang kayu@ Rp.45,000.00= Rp.22,500.000.0100org/hrKep. Tukang @ Rp.50,000.00= Rp.500.000.0100org/hrPekerja@ Rp.35,000.00= Rp.350.000.0050org/hrMandor@ Rp.50,000.00= Rp.250.00Jumlah (A)= Rp.139,600.00Overhead & keuntungan (15%xA)= Rp.20,940.00Jumlah (B)= Rp.160,540.0051PASANG 1 BUAH ENGSEL PINTU1.0000BhEngsel Nylon Pintu@ Rp.13,600.00= Rp.13,600.000.1500org/hrTukang kayu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.0150org/hrPekerja@ Rp.35,000.00= Rp.525.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.22,000.00Overhead & keuntungan (15%xA)= Rp.3,300.00Jumlah (B)= Rp.25,300.0052PASANG 1 BUAH ENGSEL JENDELA1.0000BhEngsel Nylon Jendela@ Rp.12,200.00= Rp.12,200.000.1500org/hrTukang kayu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.0150org/hrPekerja@ Rp.35,000.00= Rp.525.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.20,600.00Overhead & keuntungan (15%xA)= Rp.3,090.00Jumlah (B)= Rp.23,690.0053PASANG 1 BUAH GRENDEL JENDELA1.0000BhGrendel & Handel Jendela @ Rp.22,500.00= Rp.22,500.000.1500org/hrTukang kayu@ Rp.45,000.00= Rp.6,750.000.0150org/hrKep. Tukang @ Rp.50,000.00= Rp.750.000.0150org/hrPekerja@ Rp.35,000.00= Rp.525.000.0075org/hrMandor@ Rp.50,000.00= Rp.375.00Jumlah (A)= Rp.30,900.00Overhead & keuntungan (15%xA)= Rp.4,635.00Jumlah (B)= Rp.35,535.00541 M' - PEK. PASANG PIPA GIP DIA. 1", MEDIUM A1.2000M'Pipa dia. 1"@ Rp.36,700.00= Rp.44,040.000.3500Perlengkapan@ Rp.44,040.00= Rp.15,414.000.0900org/hrTukang besi@ Rp.45,000.00= Rp.4,050.000.0090org/hrKep. Tukang @ Rp.50,000.00= Rp.450.000.0540org/hrPekerja@ Rp.35,000.00= Rp.1,890.000.0027org/hrMandor@ Rp.50,000.00= Rp.135.00Jumlah (A)= Rp.65,979.00Overhead & keuntungan (15%xA)= Rp.9,896.85Jumlah (B)= Rp.75,875.85

ANALISA HARGA SATUAN PEKERJAAN SUMUR DALAM

ERROR:#REF!1 M2 PASANG ATAP SOLARTUFF GELOMBANG 1.0000m2Atap Solar tuff@ Rp.ERROR:#REF!= Rp.ERROR:#REF!6.0000bhPaku sekrup@ Rp.600.00= Rp.3,600.000.0600org/hrTukang kayu@ Rp.45,000.00= Rp.2,700.000.0060org/hrKep. Tukang @ Rp.50,000.00= Rp.300.000.1200org/hrPekerja@ Rp.35,000.00= Rp.4,200.000.0060org/hrMandor@ Rp.50,000.00= Rp.300.00= Rp.ERROR:#REF!ERROR:#REF!1 M2 PASANG ATAP POLICARBONAT 5MM 1.0000m2Policarbonat tebal 5 mm@ Rp.ERROR:#REF!= Rp.ERROR:#REF!6.0000bhPaku sekrup@ Rp.600.00= Rp.3,600.000.0600org/hrTukang kayu@ Rp.45,000.00= Rp.2,700.000.0060org/hrKep. Tukang @ Rp.50,000.00= Rp.300.000.1200org/hrPekerja@ Rp.35,000.00= Rp.4,200.000.0060org/hrMandor@ Rp.50,000.00= Rp.300.00= Rp.ERROR:#REF!Kosen321 M3 PEKERJAAN KOSEN KAYU BANGKIRAI1.2000m3Kayu bangkirai@ Rp.ERROR:#REF!= Rp.ERROR:#REF!1.2500kgPaku kayu@ Rp.14,000.00= Rp.17,500.001.0000kgLem kayu@ Rp.ERROR:#REF!= Rp.ERROR:#REF!18.0000org/hrTukang kayu@ Rp.45,000.00= Rp.810,000.001.8000org/hrKep. Tukang @ Rp.50,000.00= Rp.90,000.006.0000org/hrPekerja@ Rp.35,000.00= Rp.210,000.000.3000org/hrMandor@ Rp.50,000.00= Rp.15,000.00= Rp.ERROR:#REF!331 M2 PASANG JALUSI PAPAN BANGKIRAI0.0640m3Papan bangkirai @ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.5000kgLem kayu@ Rp.ERROR:#REF!= Rp.ERROR:#REF!3.0000org/hrTukang kayu@ Rp.45,000.00= Rp.135,000.000.3000org/hrKep. Tukang @ Rp.50,000.00= Rp.15,000.001.0000org/hrPekerja@ Rp.35,000.00= Rp.35,000.000.0500org/hrMandor@ Rp.50,000.00= Rp.2,500.00= Rp.ERROR:#REF!341 M2 PEK. PINTU PANIL BANGKIRAI0.0400m3Papan Bangkirai@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.5000kgLem kayu@ Rp.ERROR:#REF!= Rp.ERROR:#REF!3.0000org/hrTukang kayu@ Rp.45,000.00= Rp.135,000.000.3000org/hrKep. Tukang @ Rp.50,000.00= Rp.15,000.001.0000org/hrPekerja@ Rp.35,000.00= Rp.35,000.000.0500org/hrMandor@ Rp.50,000.00= Rp.2,500.00= Rp.ERROR:#REF!351 M2 PEK. DAUN JENDELA KACA RAM BANGKIRAI0.0240m3Papan Bangkirai@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.3000kgLem kayu@ Rp.ERROR:#REF!= Rp.ERROR:#REF!2.4000org/hrTukang kayu@ Rp.45,000.00= Rp.108,000.000.2400org/hrKep. Tukang @ Rp.50,000.00= Rp.12,000.000.8000org/hrPekerja@ Rp.35,000.00= Rp.28,000.000.0400org/hrMandor@ Rp.50,000.00= Rp.2,000.00= Rp.ERROR:#REF!361 M2 - PEK. RANGKA DINDING PEMISAH KAYU KRUING (60X120) CM0.0280m3Kayu Kruing@ Rp.4,982,000.00= Rp.139,496.000.1500kgPaku@ Rp.14,000.00= Rp.2,100.000.4500org/hrTukang kayu@ Rp.45,000.00= Rp.20,250.000.0450org/hrKep. Tukang @ Rp.50,000.00= Rp.2,250.000.1500org/hrPekerja@ Rp.35,000.00= Rp.5,250.000.0080org/hrMandor@ Rp.50,000.00= Rp.400.00= Rp.169,746.00371 M2 - PEK. DINDING PEMISAH PAPAN (1 SISI)0.0220m3Kayu Kruing Papan@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.1500kgPaku@ Rp.14,000.00= Rp.2,100.000.8000org/hrTukang kayu@ Rp.45,000.00= Rp.36,000.000.0800org/hrKep. Tukang @ Rp.50,000.00= Rp.4,000.000.2800org/hrPekerja@ Rp.35,000.00= Rp.9,800.000.0140org/hrMandor@ Rp.50,000.00= Rp.700.00= Rp.ERROR:#REF!Analisa Harga Satuan Pekerjaan Pengeboran & Pembuatan Sumur Dalam

ERROR:#REF!1 M' - PEK. PASANG PIPA GIP DN. 6" MEDIUM "A"1.0000M'Pipa GIP dia. 6" Medium "A"@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.0300org/hrDriller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.2500org/hrAss. Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.8000org/hrCrew Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.0600org/hrKoordinator@ Rp.ERROR:#REF!= Rp.ERROR:#REF!= Rp.ERROR:#REF!ERROR:#REF!1 M' - PEK. PASANG PIPA/PIPA BUTA GIP DN. 4" MEDIUM "A" 1.0000M'Pipa GIP dia. 4" Medium "A"@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.0300org/hrDriller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.2500org/hrAss. Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.8000org/hrCrew Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.0600org/hrKoordinator@ Rp.ERROR:#REF!= Rp.ERROR:#REF!= Rp.ERROR:#REF!ERROR:#REF!1 M' - PEK. PASANG PIPA SCREEN DN. 4" STAINLESS-STEEL1.0000M'Pipa Screen dia. 4", Stainless-Steel@ Rp.ERROR:#REF!= Rp.ERROR:#REF! 0.0300org/hrDriller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.2500org/hrAss. Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.8000org/hrCrew Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.0600org/hrKoordinator@ Rp.ERROR:#REF!= Rp.ERROR:#REF!= Rp.ERROR:#REF!

ERROR:#REF!PERSIAPAN & PEMBERSIHAN LOKASI DAN PEMBUATAN BAK LUMPUR160.00KgPC (Semen)@ Rp.1,300.00= Rp.208,000.002.00M3Pasir Pasang@ Rp.159,000.00= Rp.318,000.000.50M3Batu pecah 2/3@ Rp.225,000.00= Rp.112,500.002.00org/hrDriller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!4.00org/hrAssisten driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!4.00org/hrCrew Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!6.00org/hrPekerja@ Rp.35,000.00= Rp.210,000.00= Rp.ERROR:#REF!ERROR:#REF!PENGEBORAN LUBANG DN 6" DARI 0 METER - 50 METER70.00LiterSolar@ Rp.4,500.00= Rp.315,000.005.00LiterOlie@ Rp.24,300.00= Rp.121,500.002.00KgVeet@ Rp.22,000.00= Rp.44,000.0040.00KgBentonite@ Rp.ERROR:#REF!= Rp.ERROR:#REF!1.00org/hrGeologis@ Rp.ERROR:#REF!= Rp.ERROR:#REF!2.00org/hrCrew pengeboran@ Rp.ERROR:#REF!= Rp.ERROR:#REF!2.00org/hrPekerja@ Rp.35,000.00= Rp.70,000.001.00UnitDepresiasi Peralatan pengeboran@ Rp.600,000.00= Rp.600,000.00= Rp.ERROR:#REF!Biaya Pengeboran per M'= Rp.ERROR:#REF!

ERROR:#REF!PENGEBORAN LUBANG DN 6" DARI 50 METER - 100 METER70.00LiterSolar@ Rp.4,500.00= Rp.315,000.005.00LiterOlie@ Rp.24,300.00= Rp.121,500.002.00KgVeet@ Rp.22,000.00= Rp.44,000.0050.00KgBentonite@ Rp.ERROR:#REF!= Rp.ERROR:#REF!1.00org/hrGeologis@ Rp.ERROR:#REF!= Rp.ERROR:#REF!2.00org/hrCrew pengeboran@ Rp.ERROR:#REF!= Rp.ERROR:#REF!2.00org/hrPekerja@ Rp.35,000.00= Rp.70,000.001.00UnitDepresiasi Peralatan pengeboran@ Rp.600,000.00= Rp.600,000.00= Rp.ERROR:#REF!Biaya Pengeboran per M'= Rp.ERROR:#REF!

ERROR:#REF!GRAVEL PACK 2 MM - 10 MM 1.20m3Gravel@ Rp.ERROR:#REF!= Rp.ERROR:#REF!1.30org/hrPekerja@ Rp.35,000.00= Rp.45,500.000.01org/hrMandor@ Rp.50,000.00= Rp.500.001 hari rata - rata 10 m'= Rp.ERROR:#REF!JADI PER M'= Rp.ERROR:#REF!

ERROR:#REF!GROUTING 1 : 1 240.00KgSemen@ Rp.1,300.00= Rp.312,000.002.00m3Pasir pasang@ Rp.159,000.00= Rp.318,000.005.00KgBentonite@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10HrKoordinator@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10org/hrOperator pompa@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10org/hrOperator injeksi@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10org/hrOperator mixer@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.20org/hrCrew lokal@ Rp.35,000.00= Rp.7,000.000.10UnitDepresiasi Pompa Injeksi@ Rp.980,000.00= Rp.98,000.001.10UnitDepresiasi Mixer@ Rp.672,000.00= Rp.739,200.00= Rp.ERROR:#REF!Untuk 1 M' =0.03x Rp.ERROR:#REF!= Rp.ERROR:#REF!

ERROR:#REF!PUMPING TEST7.00LiterSolar@ Rp.4,500.00= Rp.31,500.000.05LiterOlie@ Rp.24,300.00= Rp.1,215.000.10org/hrKoordinator@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10org/hrDriller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.10org/hrAssisten driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.30org/hrCrew Driller@ Rp.ERROR:#REF!= Rp.ERROR:#REF!0.20org/hrPekerja@ Rp.35,000.00= Rp.7,000.000.02org/hrJaga Malam@ Rp.35,000.00= Rp.700.000.05UnitDepresiasi Peralatan@ Rp.800,000.00= Rp.40,000.00= Rp.ERROR:#REF!

ANALISA HARGA SATUAN PEKERJAAN LISTRIK

11 UNIT PENYAMBUNGAN LISTRIK 900 VA900VABiaya Penyambugan (BP)@ Rp.350.00= Rp.315,000.00900VAUJL@ Rp.142.00= Rp.127,800.001LbrMeterai@ Rp.6,000.00= Rp.6,000.00= Rp. 448,800.0010%PPN@ Rp.448,800.00= Rp.44,880.00= Rp. 493,680.00= Rp.543,048.008.00BP UJL= Rp.4,344,384.00

21 UNIT PENYAMBUNGAN LISTRIK 5500 VA (11 KVA)5,500VABiaya Penyambugan (BP)@ Rp.350.00= Rp.1,925,000.005,500VAUJL@ Rp.142.00= Rp.781,000.001LbrMeterai@ Rp.6,000.00= Rp.6,000.00= Rp. 2,712,000.0010%PPN@ Rp.2,712,000.00= Rp.271,200.00= Rp. 2,983,200.003,281,520.00

Daf HrgDAFTAR HARGA SATUAN BAHAN DAN UPAH KERJA

KEGIATAN:PEMBANGUNAN SARANA & PRASARANA PASAR PRODUKSI HASIL PETERNAKANPEKERJAAN:PEMBANGUNAN LOS PASAR KAYULOKASI:KECAMATAN BAWEN, KABUPATEN SEMARANGTAHUN:2014HARGA SAT.HARGA SAT.HARGA SAT.NO.U R A I A NSATUANHARGA SAT.Th. 2014Th. 2014Th. 2013Rp.- PPN (Rp.)+ PPN (Rp.)- PPN (Rp.)

A.HARGA SATUAN BAHAN :1AmpelasLbr2,500.001.102,545.452,800.002,500.002Asbes gelombang besar 2,00 x 1,05 m, 6 mmLbr78,000.001.2078,333.3394,000.0067,800.003Batu bata Bh600.001.10636.36700.00600.004Batu belahM3155,000.001.15155,652.17179,000.00150,000.005Batu pecah 1/2 dan 2/3 (Split) M3225,000.001.20225,000.00270,000.00215,000.006Bendrat (Kawat beton)Kg15,300.001.1515,391.3017,700.0014,500.007Besi beton polosKg9,000.001.1010,000.0011,000.009,000.008Bis beton 80 cm, panjang 0.5 meterBuah103,600.001.10103,636.36114,000.00108,000.009Cat tembok interiorKg19,000.001.1519,130.4322,000.0018,000.0010Cat tembok dasarKg16,500.001.1516,521.7419,000.0015,900.0011Cat kayuKg50,000.001.1550,000.0057,500.0047,000.0012Closet jongkok, setara INABh168,600.001.15168,695.65194,000.0089,000.0013Engsel Nylon PintuBh13,600.001.1013,636.3615,000.0013,000.0014Engsel Nylon Jendela & BouvenlichtBh12,200.001.1012,272.7313,500.0012,000.0015Floor drain . 3"Bh45,000.001.100.0045,000.0016Got Type U.20 cmBh21,000.001.1521,304.3524,500.0020,000.0017Got Type U.30 cmBh30,200.001.1030,272.7333,300.0029,000.0018GRC, board 20x244 cm, tebal 9 mmlbr50,000.001.100.0050,000.0019Grendel jendela & handelBh22,500.001.100.0022,500.0020Kansteen beton 15/20 x 30 x 50 cm Bh31,000.001.1031,045.4534,150.0034,500.0021Kayu Kruing balokM34,982,000.001.204,982,750.005,979,300.005,230,000.0022Kayu Kruing papanM34,787,000.001.204,787,583.335,745,100.005,600,000.0023Kayu Meranti balokM34,552,000.001.204,552,083.335,462,500.004,750,000.0024Kayu Sengon/Tahun Balok M32,118,800.001.102,118,818.182,330,700.002,740,000.0025Kayu Sengon/Tahun PapanM31,700,000.001.151,700,000.001,955,000.001,700,000.0026Kayu Dolok / Dolken Btg20,900.001.1020,909.0923,000.0020,500.0027Keramik lantai 30 x 30 cm, polos, setara Asia Tile KW.IM247,000.001.1047,000.0051,700.0042,200.0028Keramik lantai 30 x 30 cm, warna/motif, setara Asia Tile KW.IM250,700.001.1050,727.2755,800.0047,100.0029Keramik lantai 20 x 20 cm, warna/teksturM252,200.001.1052,272.7357,500.0037,200.0030Keramik dinding 20 x 25 cm, setara Asia TileM253,200.001.1053,272.7358,600.0047,300.0031Kunci tanam 2 x putarBh116,000.001.10116,000.00127,600.00139,000.0032Kait anginBh17,500.001.100.0017,500.0033Kabel NYY 3x2,5 mm2M'18,550.001.1218,928.5721,200.0016,200.0034Kaca bening 5 mmM282,800.001.1082,818.1891,100.0068,400.0035Kaca es (buram) 5 mmM278,000.001.1078,000.0085,800.0075,000.0036Kalsiboard tebal 4,5 mm (1,00 x 1,00) mM216,800.001.1016,818.1818,500.0013,600.0037Kran . 1/2"Bh26,000.001.1026,090.9128,700.0023,550.0038Kusen Aluminium 4" Putih/silverM'77,300.001.1077,363.6485,100.0094,000.0039Lampu PLC 18 Watt + FittingBh63,100.001.1063,181.8269,500.0056,700.0040Lem kayuKg9,000.001.100.009,000.0041MCB 6A / 1 Pole / 4,5 KABh56,900.001.1056,909.0962,600.0052,200.0042Meni kayuKg20,900.001.1020,909.0923,000.0020,900.0043Minyak catLtr14,000.001.1017,727.2719,500.0012,800.0044Meni besiKg20,900.001.1020,909.0923,000.0027,500.0045Nok Stel Asbes Gelombang BesarPsg44,500.001.1044,545.4549,000.0040,300.0046Oli / Minyak BekistingLtr24,300.001.1524,347.8328,000.0021,300.0047Paku kayuKg14,000.001.1014,090.9115,500.0013,000.0048Paku Sekrup (Paku Asbes)Bh600.001.1013,545.4514,900.00600.0049Pasir urugM3118,000.001.12120,535.71135,000.00115,000.0050Pasir beton (Muntilan)M3159,000.001.130159,292.04180,000.00150,000.0051Pasir pasang (Muntilan)M3159,000.001.130159,292.04180,000.00150,000.0052Paving Block type Holland tebal 8 cm, cetak Mesin K.300M287,000.001.1089,545.4598,500.0083,000.0053Pipa GIP . 1", SNI (Medium A)M'36,700.001.1036,727.2740,400.0035,200.0054Plamur tembokKg18,200.001.1018,272.7320,100.0019,000.0055Plamur/dempul kayuKg15,900.001.1015,909.0917,500.0015,200.0056Plat strip alumunium, lebar 8 cmM'25,000.001.100.0025,000.0057Ram Pintu Alumunium SilverM'98,500.001.100.0098,500.0058Ram Jendela Alumunium SilverM'80,000.001.100.0080,000.00

NO.U R A I A NSATUANHARGA SAT.HARGA SAT.HARGA SAT.HARGA SAT.Rp.Rp.Rp.Rp.

59Saklar SeriBh22,500.0022,500.0060Saklar TunggalBh21,000.0021,000.0061Semen (PC) Kg1,300.001.101,334.091,467.501,300.0062Semen Putih/WarnaKg1,400.001.101,478.181,626.001,800.0063Stop KontakBh21,000.0021,000.0064Stop Kran . 1" (Kitazawa)Bh55,900.001.1455,964.9163,800.0055,500.0065Tanah urug (Padas)M368,000.001.1568,000.0078,200.0055,000.00HPS April 2014HPS 2013B.HARGA SATUAN UPAH :- PPN+ PPN1MandorOrg/hari50,000.0050,000.0055,000.0041,800.002PekerjaOrg/hari35,000.0036,363.6440,000.0030,900.003Kepala Tukang Org/hari50,000.0050,000.0055,000.0041,800.004Tukang BatuOrg/hari45,000.0045,454.5550,000.0040,900.005Tukang KayuOrg/hari45,000.0045,454.5550,000.0040,900.006Tukang BesiOrg/hari45,000.0045,454.5550,000.0040,900.007Tukang CatOrg/hari45,000.0045,454.5550,000.0040,900.00

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