RAB Type 36

DAFTAR ANALISA ANALISA BIAYA KONSTRUKSI PEKERJAAN PERSIAPAN P.2

1 m' Peng uk ukuran d an an pemasan ga gan Bou w wp plan k Bahan 0.012 M³ Kayu Papan Begisting 0.020 Kg Pa Paku biasa2" - 5" 0.007 M³ Papan Kayu Begisting

Rp. Rp. Rp.

1,787,500.00 11,550.00 1,787,500.00 Jumlah (1)

= = = =

Rp. Rp. Rp. R p.

21,450.00 231.00 12,512.50 34,193.50

64,630.00 = 45,070.00 = 70,950.00 = 74,600.00 = Jumlah (2) = Jumlah (1) + (2) = Jumlah harga persatuan pekerjaan =

Rp. Rp. Rp. Rp. R p. R p. R p.

4,524.10 3,154.90 709.50 373.00 8,761.50 42,955.00 42,955.00

Tenaga 0.070 0.070 0.010 0.005

P.3

Oh Oh Oh Oh

Tukang kayu Pekerja Kepala tukang Mandor

Rp. Rp. Rp. Rp.

2

1 m Membersihkan lapangan dan peralatan

SNI - 1.2

1 Tenaga 0.100 0.050 .

Oh Oh

Pekerja Mandor

Rp. Rp.

45,070.00 74,600.00 Jumlah (1) Jumlah harga persatuan pekerjaan

= = = =

Rp. Rp. R p. R p.

4,507.00 3,730.00 8,237.00 8,237.00

Rp. Rp.

= = = =

Rp. Rp. R p. R p.

18,028.00 2,984.00 21,012.00 21,012.00

45,070.00 = 74,600.00 = Jumlah (1) = Over Head 10 % = Jumlah harga persatuan pekerjaan =

Rp. Rp. R p. R p. R p.

23,706.82 3,879.20 27,586.02 2,758.60 30,344.62

Rp. Rp.

= = = =

Rp. Rp. R p. R p.

8,653.44 1,417.40 10,070.84 10,070.84

72,475.00 = Jumlah (1) =

Rp. Rp.

86,970.00 86,970.00

A. ANALISA BIAYA KONSTRUKSI PEKERJAAN TANAH A.6.1

A.6.2

A.6.5

A.6.6

3

1m Galian tanah biasa sedalam 1 meter Tenaga 0.400 Oh Pekerja 0.040 Oh Mandor


3

1m Galian tanah biasa sedalam 2 meter Tenaga 0.526 Oh Pekerja 0.052 Oh Mandor

1 m3 Urugan kembali Tenaga 0.192 0.019

Rp. Rp.

Oh Oh

Pekerja Mandor


M³

Urug pasir

Rp.

0.300 0.010

Oh Oh

Pekerja Mandor

Rp. Rp.

45,070.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = Jumlah harga persatuan pekerjaan =

Rp. Rp. R p. R p. R p.

13,521.00 746.00 14,267.00 101,237.00 101,237.00

1 m Pemadatan tanah Tenaga 0.250 0.013 0.250

Oh Oh jam

Pekerja Mandor Stamper

Rp. Rp. Rp.

Rp. Rp. Rp. R p. R p.

11,267.50 969.80 8,750.00 12,237.30 12,237.30

3

1 m Urugan pasir Bahan 1.200 Tenaga

A.6.5a

3

45,070.00 = 74,600.00 = 35,000.00 = Jumlah (2) = Jumlah harga persatuan pekerjaan =

A.6.7

1 m Urugan tanah 1. Baha Bahan n 1.200

M³

Tanah urug

Rp.

55,000.00 = Jumlah (1) =

Rp. Rp.

66,000.00 66,000.00

Oh Oh

Pekerja Mandor

Rp. Rp.

45,070.00 = 74,600.00 =

Rp. Rp.

13,521.00 746.00

2. Tena Tenaga ga 0.300 0.010

Jumlah (2) =

R p.

14,267.00

Jumlah (1+2) =

R p.

80,267.00

Jumlah harga persatuan pekerjaan =

R p.

80,267.00

Rp. Rp. Rp.

147,200.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

176,640.00 120,960.00 4,455.00 302,055.00

45,070.00 = 62,150.00 = 68,360.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = Jumlah harga persatuan pekerjaan =


67,605.00 37,290.00 4,101.60 5,595.00 114,591.60 416,646.60 416,646.60

Batu belah pasir urug

Rp. Rp.

147,200.00 = 72,475.00 = Jumlah (1) =

Rp. Rp. Rp.

176,640.00 35,150.38 211,790.38

Pekerja Tukang batu Kepala Tukang Mandor

Rp. Rp. Rp. Rp.



35,154.60 24,238.50 2,666.04 2,909.40 64,968.54 276,758.92 276,758.92

400.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

57,600.00 31,632.00 7,507.50 96,739.50



27,042.00 12,430.00 1,367.20 2,238.00 43,077.20 139,816.70 139,816.70

B. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI BATU KALI B.6. B.6.44

1m3 1m3 pas pasan ang g Bat Batu u kal kalii / bela belah, h, camp campra ran n 1 Pc : 5 Ps Bahan 1.200 M³ Batu belah 15 /20 cm 126.000 Kg portland Semen 0.054 M³ pasir pasang Tenaga 1.500 0.600 0.060 0.075

B.6.9

Oh Oh Oh Oh

1m3 Pasangan batu kosong Bahan 1.200 M³ 0.485 M³


Rp. Rp. Rp. Rp.

Tenaga 0.780 0.390 0.039 0.039

Oh Oh Oh Oh

C. ANALISA BIAYA PEKERJAAN DINDING C.6. C.6.22

1m2 1m2 Pas Pasan anga gan n bat bataa mer merah ah teba teball 1 bata bata 1 Pc Pc : 3 Ps Ps Bahan 144.000 bh Bata merah ( 5 x 11 x 22 ) cm 32.950 Kg Semen portland 0.091 M³ pasir pasang

Rp. Rp. Rp.

Tenaga 0.600 0.200 0.020 0.030

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

A.6.7

1 m Urugan tanah 1. Baha Bahan n 1.200

M³

Tanah urug

Rp.

55,000.00 = Jumlah (1) =

Rp. Rp.

66,000.00 66,000.00

Oh Oh

Pekerja Mandor

Rp. Rp.

45,070.00 = 74,600.00 =

Rp. Rp.

13,521.00 746.00

2. Tena Tenaga ga 0.300 0.010

Jumlah (2) =

R p.

14,267.00

Jumlah (1+2) =

R p.

80,267.00


R p.

80,267.00

Rp. Rp. Rp.

147,200.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

176,640.00 120,960.00 4,455.00 302,055.00



67,605.00 37,290.00 4,101.60 5,595.00 114,591.60 416,646.60 416,646.60

Batu belah pasir urug

Rp. Rp.

147,200.00 = 72,475.00 = Jumlah (1) =

Rp. Rp. Rp.

176,640.00 35,150.38 211,790.38


Rp. Rp. Rp. Rp.



35,154.60 24,238.50 2,666.04 2,909.40 64,968.54 276,758.92 276,758.92

400.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

57,600.00 31,632.00 7,507.50 96,739.50



27,042.00 12,430.00 1,367.20 2,238.00 43,077.20 139,816.70 139,816.70

B. ANALISA BIAYA KONSTRUKSI PEKERJAAN PONDASI BATU KALI B.6. B.6.44

1m3 1m3 pas pasan ang g Bat Batu u kal kalii / bela belah, h, camp campra ran n 1 Pc : 5 Ps Bahan 1.200 M³ Batu belah 15 /20 cm 126.000 Kg portland Semen 0.054 M³ pasir pasang Tenaga 1.500 0.600 0.060 0.075

B.6.9

Oh Oh Oh Oh

1m3 Pasangan batu kosong Bahan 1.200 M³ 0.485 M³


Rp. Rp. Rp. Rp.

Tenaga 0.780 0.390 0.039 0.039

Oh Oh Oh Oh

C. ANALISA BIAYA PEKERJAAN DINDING C.6. C.6.22

1m2 1m2 Pas Pasan anga gan n bat bataa mer merah ah teba teball 1 bata bata 1 Pc Pc : 3 Ps Ps Bahan 144.000 bh Bata merah ( 5 x 11 x 22 ) cm 32.950 Kg Semen portland 0.091 M³ pasir pasang

Rp. Rp. Rp.

Tenaga 0.600 0.200 0.020 0.030

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

C.6. C.6.88

1m2 1m2 Pas Pasan anga gan n bat bataa mer merah ah teba teball 1/2 1/2 bata bata 1 Pc Pc : 3 Ps Ps Bahan 72.000 bh Bata merah ( 5 x 11 x 22 ) cm 14.370 Kg Semen portland 0.040 M³ pasir pasang

Rp. Rp. Rp.

400.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

28,800.00 13,795.20 3,300.00 45,895.20



13,521.00 6,215.00 683.60 1,119.00 21,538.60 67,433.80 67,433.80

400.00 = 960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

28,800.00 9,292.80 3,547.50 41,640.30



13,521.00 6,215.00 683.60 1,119.00 21,538.60 63,178.90 63,178.90

Paving blok type bata pasir urug

Rp. Rp.

3,500.00 = 72,475.00 = Jumlah (1) =

Rp. Rp. Rp.

175,000.00 3,116.43 178,116.43


Rp. Rp. Rp. Rp.



11,267.50 15,537.50 1,709.00 1,865.00 30,379.00 208,495.43 208,495.43

Rp. Rp. Rp. Rp.

63,178.90 = 101,237.00 = 25,294.50 = 62,150.00 = Jumlah (2) =

Rp. Rp. Rp. Rp. R p.

63,178.90 10,123.70 25,294.50 136,730.00 162,024.50

Rp. Rp.

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

7,464.96 1,897.50 9,362.46



9,014.00 9,322.50 1,025.40 746.00 20,107.90 29,470.36 29,470.36

Tenaga 0.300 0.100 0.010 0.015

C.6. C.6.10 10

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

1m2 1m2 Pas Pasan anga gan n bat bataa mer merah ah teba teball 1/2 1/2 bata bata 1 Pc Pc : 5 Ps Ps Bahan 72.000 bh Bata merah ( 5 x 11 x 22 ) cm 9.680 Kg Semen portland 0.043 M³ pasir pasang

Rp. Rp. Rp.

Tenaga 0.300 0.100 0.010 0.015

C.6.25

Oh Oh Oh Oh

1m2 Pa Pasang an an Pa Pavin g b lo lo ck ck Bahan 50.000 bh 0.043 M³


Rp. Rp. Rp. Rp.

Tenaga 0.250 0.250 0.025 0.025

C.6. C.6.26 26

Oh Oh Oh Oh

1m2 1m2 Pasa Pasang ngan an salu salura ran n buis buis beto beton n 1/2 1/2 Ø 30 cm Bahan 1.000 m2 Pas. Bata 0.100 M³ Urugan pasir 1.00 1.0000 bh Buis Buis beto betonn 1/2 Ø 30 2.200 m2 Plesteran

D. ANALISA BIAYA KONSTRUKSI PEKERJAAN PLESTERAN D.6.3

2

1m Plesteran 1 Pc : 3 Ps tebal tebal 15 mm. Bahan 7.776 Kg Semen portland 0.023 M³ Pasir pasang Tenaga 0.200 0.150 0.015 0.010

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

D.6.5

2

1m Plesteran 1 Pc : 5 Ps tebal 15 15 mm. Bahan 5.184 Kg Semen portland 0.026 M³ Pasir pasang

Rp. Rp.

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

4,976.64 2,145.00 7,121.64



9,014.00 9,322.50 1,025.40 746.00 20,107.90 27,229.54 27,229.54

Rp. Rp.

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

9,953.28 2,557.50 12,510.78



11,718.20 12,430.00 1,367.20 969.80 26,485.20 38,995.98 38,995.98

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

6,635.52 2,887.50 9,523.02



11,718.20 12,430.00 1,367.20 969.80 26,485.20 36,008.22 36,008.22

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

480.00 82.50 562.50



2,568.99 2,361.70 2,597.68 223.80 7,752.17 8,314.67 8,314.67

960.00 = 82,500.00 = 17,500.00 Jumlah (1) =

Rp. Rp. Rp. Rp.

4,147.20 495.00 17,500.00 22,142.20



11,267.50 6,215.00 683.60 969.80 19,135.90 41,278.10 41,278.10

Tenaga 0.200 0.150 0.015 0.010

D.6.14

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

2

1m Plesteran 1 Pc : 3 Ps tebal 20 20 mm. Bahan 10.368 Kg Semen portland 0.031 M³ Pasir pasang 2. Tenaga 0.260 0.200 0.020 0.013

D.6.16

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

2

1m Plesteran 1Pc : 5 Ps tebal 20 mm. 1. Baha Bahan n 6.912 Kg Semen portland 0.035 M³ Pasir pasang

Rp. Rp.

2. Tena Tenaga ga 0.260 0.200 0.020 0.013

D.6.20

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

2

1m Plesteran skoning 1Pc : 2 Ps 1. Baha Bahan n 0.500 Kg Semen portland 0.001 M³ Pasir pasang

Rp. Rp.

2. Tena Tenaga ga 0.057 0.038 0.038 0.003

D.6.23

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

2

1m Plesteran ciprat 1Pc : 2 Ps (diatas plesteran) 1. Baha Bahan n 4.320 Kg Semen portland 0.006 M³ Pasir pasang 1.000 unit Alat bantu

Rp. Rp. Rp.

2. Tena Tenaga ga 0.250 0.100 0.010 0.013

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

D.6.26

2

1m Plesteran siar 1Pc : 2 Ps pas. Batu kali 1. Bahan 6.340 Kg Semen portland 0.012 M³ Pasir pasang

Rp. Rp.

960.00 = 82,500.00 = Jumlah (1) =

Rp. Rp. Rp.

6,086.40 990.00 7,076.40


Rp. Rp. Rp. Rp. Rp. Rp. Rp.

13,521.00 8,701.00 957.04 1,119.00 24,298.04 31,374.44 31,374.44

2. Tenaga

D.6.27

0.300 0.140 0.014 0.015

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

3.250

Kg

Semen Portland

Rp.

960.00 = Jumlah (1) =

Rp. Rp.

3,120.00 3,120.00

0.150 0.100 0.010 0.008

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

45,070.00 = 62,150.00 = 68,360.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) =

Rp. Rp. Rp. Rp. Rp. Rp.

6,760.50 6,215.00 683.60 596.80 14,255.90 17,375.90

6,435,000.00 = 17,094.00 = 24,500.00 = 35,000.00 = 350,000.00 = 7,000.00 = Jumlah (1) =


7,722,000.00 21,367.50 245,000.00 175,000.00 7,000,000.00 7,000.00 7,988,367.50



270,420.00 1,292,600.00 141,900.00 22,380.00 1,727,300.00 9,715,667.50 9,715,667.50

Rp. Rp. Rp. Rp. Rp.

6,487,470.00 = 24,500.00 = 35,000.00 = 350,000.00 = 7,000.00 = Jumlah (1) =


291,936.15 24,500.00 35,000.00 1,750,000.00 3,500.00 316,436.15



45,070.00 161,575.00 17,737.50 3,730.00 228,112.50 544,548.65 544,548.65

2

1m Acian PC 1. Bahan

2. Tenaga

F. ANALISA BIAYA KONSTRUKSI PEKERJAAN KAYU KAP. KUSEN. DAUN PINTU KAYU DAN LANGIT-LANGIT F.6.01

1m3 Pasang kusen pintu dan jendela kayu Bahan 1.200 M³ Balok kayu klas I 1.250 Kg Paku 10 cm 10.000 jam Mesin serut 5.000 jam Mesin profil 20.000 kwh Listrik 1.000 kg Lem kayu


Tenaga 6.000 20.000 2.000 0.300

F.6.5

Oh Oh Oh Oh

Pekerja Tukang kayu Kepala Tukang Mandor

1m2 Pasang daun p in tu panel kayu Bahan 0.045 M³ Papan kayu klas I 1.000 jam Mesin serut 1.000 jam Mesin profil 5.000 kwh Listrik 0.500 kg Lem kayu

Rp. Rp. Rp. Rp.

Tenaga 1.000 2.500 0.250 0.050

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

F.6.04

1m2 Pasang daun pintu panel kayu lapis aluminium Bahan 0.045 M³ Papan kayu klas I 0.100 Kg Paku biasa2" - 5" 1.000 jam Mesin serut 1.000 jam Mesin profil 5.000 kwh Listrik 0.500 kg Lem kayu 0.500 lbr Aluminium pintu kamar mandi 0.600 kg Lem kayu

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

6,487,470.00 = 11,550.00 = 24,500.00 = 35,000.00 = 350,000.00 = 7,000.00 = 16,250.00 = 7,000.00 = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp.

291,936.15 1,155.00 24,500.00 35,000.00 1,750,000.00 3,500.00 8,125.00 4,200.00 317,591.15



45,070.00 161,575.00 17,737.50 3,730.00 228,112.50 545,703.65 545,703.65


6,487,470.00 = 24,500.00 = 35,000.00 = 350,000.00 = 7,000.00 = 58,212.00 = Jumlah (1) =


155,699.28 24,500.00 35,000.00 1,750,000.00 2,100.00 58,212.00 180,199.28



36,056.00 129,260.00 14,190.00 2,984.00 182,490.00 362,689.28 362,689.28


3,445,200.00 = 24,500.00 = 35,000.00 = 350,000.00 = 7,000.00 = 11,550.00 = Jumlah (1) =


220,492.80 24,500.00 35,000.00 875,000.00 2,100.00 1,155.00 244,992.80



45,070.00 193,890.00 21,285.00 3,730.00 263,975.00 508,967.80 508,967.80

Rp. Rp. Rp. Rp.

3,217,500.00 = 24,500.00 = 350,000.00 = 11,550.00 = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

3,539,250.00 122,500.00 3,500,000.00 64,680.00 7,226,430.00



180,280.00 775,560.00 85,140.00 14,920.00 1,055,900.00 8,282,330.00 8,282,330.00

Tenaga 1.000 2.500 0.250 0.050

F.6.6

Oh Oh Oh Oh


1m2 Pasang daun pintu dan jendela kaca Bahan 0.024 M³ Papan kayu klas I 1.000 jam Mesin serut 1.000 jam Mesin profil 5.000 kwh Listrik 0.300 kg Lem kayu 1.000 m2 Kaca bening 3 mm

Rp. Rp. Rp. Rp.

Tenaga 0.800 2.000 0.200 0.040

F.6.7

Oh Oh Oh Oh


1m2 Pasang jalusi mati kusen kayu klas II Bahan 0.064 M³ Papan kayu klas II 1.000 jam Mesin serut 1.000 jam Mesin profil 2.500 kwh Listrik 0.300 kg Lem kayu 0.100 kg Paku 1/2" - 1"

Rp. Rp. Rp. Rp.

Tenaga 1.000 3.000 0.300 0.050

F.6.13

Oh Oh Oh Oh


1m3 Pasang Konstruksi kuda-kuda Kayu Bahan 1.100 M³ Balok kayu klas II 5.000 jam Mesin bor 10.000 kwh Listrik 5.600 Kg Paku biasa 2" - 5"

Rp. Rp. Rp. Rp.

Tenaga 4.000 12.000 1.200 0.200

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

F.6.17

1m2 Pasang usuk + reng Kayu kelas II Bahan 0.014 M³ Kaso-kaso ( 5 x 7 ) cm 0.006 M³ Reng ( 3 x 4 ) cm 0.250 Kg Paku biasa 2" - 5"

Rp. Rp. Rp.

3,217,500.00 = 6,435,000.00 = 11,550.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

45,045.00 38,610.00 2,887.50 86,542.50



4,507.00 6,463.00 709.50 373.00 12,052.50 98,595.00 98,595.00

3,445,200.00 = 24,500.00 = 350,000.00 = 11,550.00 = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

120,582.00 24,500.00 350,000.00 5,775.00 145,082.00

45,070.00 = 64,630.00 = 70,950.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = Over Head 10 % = Jumlah harga persatuan pekerjaan =


22,535.00 64,630.00 7,095.00 18,650.00 112,910.00 257,992.00 25,799.20 283,791.20

960.00 = 84,000.00 = 140,000.00 = 50,000.00 = Jumlah (1) =

Rp. Rp. Rp. Rp. Rp.

237,120.00 72,996.00 139,860.00 10,750.00 460,726.00

45,070.00 = 62,150.00 = 68,360.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = Over Head 10 % = Jumlah harga persatuan pekerjaan =


74,365.50 17,091.25 1,914.08 6,191.80 99,562.63 560,288.63 56,028.86 616,317.49


960.00 = 84,000.00 = 140,000.00 = 17,500.00 35,000.00 24,500.00 = Jumlah (1) =


237,120.00 52,164.00 103,600.00 17,500.00 17,500.00 12,250.00 440,134.00



148,731.00 31,075.00 3,418.00 11,936.00 195,160.00 635,294.00 635,294.00

Tenaga 0.100 0.100 0.010 0.005

F.6.21

1m2 Pasang lisplan k kayu Bahan 0.035 1.000 1.000 0.500

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

M³ jam kwh kg

Papan kayu klas II Mesin serut Listrik Paku biasa 2" - 5"

Rp. Rp. Rp. Rp.

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

Tenaga 0.500 1.000 0.100 0.250

E. ANALISA BIAYA KONSTRUKSI PEKERJAAN BETON 7.0

3

Membuat 1 m beton tumbuk mutu K 100 Bahan 247.000 Kg Semen Portland 0.869 M³ Pasir Beton 0.999 M³ Koral beton (maxsimum 30 mm) 0.215 Unit Air

SNI - 7.0 Rp. Rp. Rp. Rp.

Tenaga 1.650 0.275 0.028 0.083

E.6.1

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

3

Membuat 1 m Lantai kerja beton mutu K 100 Bahan 247.000 Kg Semen Portland 0.621 M³ Pasir Beton 0.740 M³ Koral beton 1.000 Unit Alat bantu 0.500 jam Molen 0.500 jam Vibrator Tenaga 3.300 0.500 0.050 0.160

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

E.6.2

3

Membuat 1 m beton bertulang K 175 Bahan 326.000 Kg Semen Portland 0.543 M³ Pasir Beton 0.762 M³ Koral beton 0.500 jam Molen 0.500 jam Vibrator 100.00 liter Air bersih


960.00 = 84,000.00 = 140,000.00 = 35,000.00 24,500.00 = 700.00 = Jumlah (1) =


312,960.00 45,612.00 106,680.00 17,500.00 12,250.00 70,000.00 565,002.00



148,731.00 31,075.00 3,418.00 11,936.00 195,160.00 760,162.00 760,162.00


960.00 = 84,000.00 = 140,000.00 = 35,000.00 24,500.00 = 700.00 = Jumlah (1) =


356,160.00 41,916.00 108,640.00 17,500.00 12,250.00 150,500.00 686,966.00



148,731.00 31,075.00 3,418.00 11,936.00 195,160.00 882,126.00 882,126.00

Rp. Rp. Rp.

1,801,250.00 = 11,550.00 = 10,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

72,050.00 3,465.00 1,050.00 76,565.00



23,436.40 16,803.80 1,844.70 1,939.60 44,024.50 120,589.50 120,589.50

Rp. Rp. Rp.

1,801,250.00 = 11,550.00 = 10,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

72,050.00 3,465.00 1,050.00 76,565.00

Rp. Rp. Rp. Rp.

45,070.00 = 64,630.00 = 70,950.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = harga satuan = harga satuan =


23,436.40 16,803.80 1,844.70 1,939.60 44,024.50 120,589.50 120,589.50 60,294.75

Tenaga 3.300 0.500 0.050 0.160

E.6.3

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

3

Membuat 1 m beton bertulang K 225 Bahan 371.000 Kg Semen Portland 0.499 M³ Pasir Beton 0.776 M³ Koral beton 0.500 jam Molen 0.500 jam Vibrator 215.00 liter Air bersih Tenaga 3.300 0.500 0.050 0.160

E.6.4

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

1 m2 Pasang Bekisting untuk Pon dasi Bahan 0.040 M³ Papan Kayu kelas III 0.300 Kg Paku biasa 2'' - 5" cm 0.100 Ltr Minyak bekisting Tenaga 0.520 0.260 0.026 0.026

E.6.5

Oh Oh Oh Oh


1 m2 Pasang Bekisting untuk Sloo f Bahan 0.040 M³ Papan Kayu kelas III 0.300 Kg Paku biasa 2'' - 5" cm 0.100 Ltr Minyak bekisting

Rp. Rp. Rp. Rp.

Tenaga 0.520 0.260 0.026 0.026

Oh Oh Oh Oh


1 m2 Pasang Bekisting untuk sloof 1 x pakai 1 m2 Pasang Bekisting untuk sloof 2 x pakai

E.6.6

1 m2 Pasan g Bekistin g un tu k kolom Bahan 0.030 M³ Papan Kayu kelas III 0.400 Kg Paku biasa 2'' - 5" cm 0.200 Ltr Minyak bekisting 0.015 M³ Balok kayu klas II 0.350 Lbr Multiplek tebal 9 mm 1.500 Btg Dolken/PerancahDia. 10 cm - 4 m


1,801,250.00 = 11,550.00 = 10,500.00 = 3,217,500.00 = 32,895.20 = 8,125.00 = Jumlah (1) =


54,037.50 4,620.00 2,100.00 48,262.50 11,513.32 12,187.50 132,720.82

Rp. Rp. Rp. Rp.

45,070.00 = 64,630.00 = 70,950.00 = 74,600.00 = Jumlah (2) = Jumlah (1+2) = harga satuan = harga satuan =


29,746.20 21,327.90 2,341.35 2,461.80 55,877.25 188,598.07 188,598.07 62,866.02


1,801,250.00 = 11,550.00 = 10,500.00 = 3,217,500.00 = 32,895.20 = 8,125.00 = Jumlah (1) =


54,037.50 4,620.00 2,100.00 57,915.00 11,513.32 12,187.50 142,373.32



29,746.20 21,327.90 2,341.35 2,461.80 55,877.25 198,250.57 198,250.57

Rp. Rp. Rp.

1,801,250.00 = 11,550.00 = 10,500.00 = Jumlah (1) =

Rp. Rp. Rp. Rp.

72,050.00 3,465.00 1,050.00 76,565.00



23,436.40 16,803.80 1,844.70 1,939.60 44,024.50 120,589.50 120,589.50

1,801,250.00 = 11,550.00 = 10,500.00 = 3,217,500.00 = 32,895.20 = 8,125.00 = Jumlah (1) =


54,037.50 4,620.00 2,100.00 48,262.50 11,513.32 40,625.00 161,158.32



29,746.20 21,327.90 2,341.35 2,461.80 55,877.25 217,035.57 217,035.57

Tenaga 0.660 0.330 0.033 0.033

Oh Oh Oh Oh


1 m2 Pasang Bekisting untuk sloof 1 x pakai 1 m2 Pasang Bekisting untuk sloof 3 x pakai E.6.7

1 m2 Pasang Bekisting untuk balok struktur Bahan 0.030 M³ Papan Kayu kelas III 0.400 Kg Paku biasa 2'' - 5" cm 0.200 Ltr Minyak bekisting 0.018 M³ Balok kayu klas II 0.350 Lbr Multiplek tebal 9 mm 1.500 Btg Dolken/PerancahDia. 10 cm - 4 m Tenaga 0.660 0.330 0.033 0.033

E.6.8

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

1 m2 Pasang Bekisting untuk ring balok Bahan 0.040 M³ Papan Kayu kelas III 0.300 Kg Paku biasa 2'' - 5" cm 0.100 Ltr Minyak bekisting Tenaga 0.520 0.260 0.026 0.026

E.6.9

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

1 m2 Pasan g Bekistin g un tu k lan tai Bahan 0.030 M³ Papan Kayu kelas III 0.400 Kg Paku biasa 2'' - 5" cm 0.200 Ltr Minyak bekisting 0.015 M³ Balok kayu klas II 0.350 Lbr Multiplek tebal 9 mm 5.000 Btg Dolken/PerancahDia. 10 cm - 4 m


Tenaga 0.660 0.330 0.033 0.033

Oh Oh Oh Oh


Rp. Rp. Rp. Rp.

E.6.10

1 m2 Pasang Bekisting untuk tangga Bahan 0.030 M³ Kayu Terentang (Kayu kelas III) 0.400 Kg Paku biasa 2'' - 5" cm 0.150 Ltr Minyak bekisting 0.015 M³ Balok kayu klas III 0.350 Lbr Multiplek tebal 9 mm 2.500 Btg Dolken/PerancahDia. 10 cm - 4 m


1,801,250.00 = 11,550.00 = 10,500.00 = 3,217,500.00 = 32,895.20 = 8,125.00 = Jumlah (1) =


54,037.50 4,620.00 1,575.00 48,262.50 11,513.32 20,312.50 140,320.82



29,746.20 21,327.90 2,341.35 2,461.80 55,877.25 196,198.07 196,198.07

Rp. Rp.

9,075.00 = 16,170.00 = Jumlah (1) =

Rp. Rp. Rp.

9,528.75 242.55 9,771.30



1,104.22 2,641.38 170.90 104.44 4,020.93 13,792.23 13,792.23

Rp. Rp.

9,075.00 = 16,170.00 = Jumlah (1) =

Rp. Rp. Rp.

9,528.75 242.55 9,771.30



1,104.22 2,641.38 170.90 104.44 4,020.93 13,792.23 13,792.23

Rp.

760,162.00 =

Rp.

760,162.00 803,930.00

Tenaga 0.660 0.330 0.033 0.033

E.6.11

Oh Oh Oh Oh


1 Kg Pembesian dengan besi ulir Bahan 1.0500 Kg Besi beton ulir 0.0150 Kg Kawat beton

Rp. Rp. Rp. Rp.

Tenaga 0.0245 0.0425 0.0025 0.0014

E.6.12

Oh Oh Oh Oh

Pekerja Tukang besi Kepala Tukang Mandor

1 Kg Pembesian dengan besi polos Bahan 1.0500 Kg Besi beton polos 0.0150 Kg Kawat beton

Rp. Rp. Rp. Rp.

Tenaga 0.0245 0.0425 0.0025 0.0014

E.6.22

Oh Oh Oh Oh

Pekerja Tukang besi Kepala Tukang Mandor

Rp. Rp. Rp. Rp.

1 m3 Membuat sloof beton bertulang 15 x 20 cm Bahan

E.6.2

1.000

m³

E.6.5

13.333

m²

Begisting Sloof

Rp.

60,294.75 =

Rp.

E.6.11

0.000

Kg

Besi beton (ulir)

Rp.

0.00 =

Rp.

0.00

E.6.12

103.554

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

1,428,243.34

Jumlah (1) =

Rp.

2,992,335.34

E.6.24d

Beton K 175

1 m3 Membuat kolom beton bertulang 10 x 10 cm Bahan

E.6.2

1.000

m³

Beton K 175

Rp.

760,162.00 =

Rp.

760,162.00

E.6.6

20.000

m²

Begisting kolom

Rp.

62,866.02 =

Rp.

1,257,320.47

E.6.12

180.146

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

2,484,612.76

Jumlah (1) =

Rp.

4,502,095.22

Rp.

760,162.00 =

Rp.

760,162.00 1,257,320.47

E.6.25

1 m3 Membuat kolom beton bertulang (15 x 15) cm Bahan

E.6.2

1.000

m³

E.6.6

20.000

m²

Begisting kolom

Rp.

62,866.02 =

Rp.

E.6.11

0.000

Kg

Besi beton (ulir)

Rp.

0.00 =

Rp.

0.00

E.6.12

112.724

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

1,554,712.58

Jumlah (1) =

Rp.

3,572,195.04

E.6.30

Beton K 175

1 m3 Membuat balok beton bertulang (15 x 20) cm Bahan

E.6.2

1.000

m³

Beton K 175

Rp.

760,162.00 =

Rp.

760,162.00

E.6.7

13.333

m²

Begisting balok

Rp.

198,250.57 =

Rp.

2,643,340.93

E.6.11

0.000

Kg

Besi beton (ulir)

Rp.

0.00 =

Rp.

0.00

E.6.12

126.713

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

1,747,647.94

Jumlah (1) =

Rp.

5,151,150.88

E.6.37d

1 m3 Membuat balok latei (10 x 10) cm

Bahan E.6.2

1.000

m³

Beton K 175

Rp.

760,162.00 =

Rp.

760,162.00

E.6.7

20.000

m²

Begisting balok

Rp.

198,250.57 =

Rp.

3,965,011.40

E.6.11

0.000

Kg

Besi beton (ulir)

Rp.

0.00 =

Rp.

0.00

E.6.12

180.146

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

2,484,612.31

Jumlah (1) =

Rp.

7,209,785.71

Rp.

760,162.00 =

Rp.

760,162.00 1,321,677.08

E.6.38a

1 m3 Membuat plat dak beton bertulang tebal 15 cm Bahan

E.6.2

1.000

m³

E.6.7

6.667

m²

Begisting tangga

Rp.

198,250.57 =

Rp.

E.6.11

0.000

Kg

Besi beton (ulir)

Rp.

0.00 =

Rp.

0.00

E.6.12

61.518

Kg

Besi Beton (polos)

Rp.

13,792.23 =

Rp.

848,467.65

Jumlah (1) =

Rp.

2,930,306.72

E.6.40

Beton K 175

1 m3 Membuat plat lantai beton bertulang tebal 10 cm Bahan

E.6.2

1.000

m³

Beton K 175

Rp.

760,162.00 =

Rp.

760,162.00

E.6.9

10.000

m²

Begisting lantai

Rp.

217,035.57 =

Rp.

2,170,355.70

E.6.12

97.580

Kg

Besi Beton (polos)

Rp.

13,792.23 = Jumlah (1) =

Rp. Rp.

1,345,851.32 4,276,369.02

1,577,961.00

H. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP ATAP H.2

1 m2 Pasang Atap Genteng keramik Bahan 13.800

Bh

Genteng keramik

Rp.

114,345.00 =

Rp.

0.100

Kg

Paku biasa 2" - 5"

Rp.

11,550.00 =

Rp.

1,155.00

Jumlah (1) =

Rp.

1,579,116.00

Tenaga

H.3

0.250

Oh

Pekerja

Rp.

45,070.00 =

Rp.

11,267.50

0.200

Oh

Tukang kayu

Rp.

64,630.00 =

Rp.

12,926.00

0.020

Oh

Kepala Tukang

Rp.

70,950.00 =

Rp.

1,419.00

0.013

Oh

Mandor

Rp.

74,600.00 =

Rp.

932.50

Jumlah (2) =

Rp.

26,545.00

Jumlah (1+2) =

Rp.

1,605,661.00


Rp.

1,605,661.00

1 m' Pasang Bubungan Genteng keramik Bahan 3.800

Bh

Bubungan Genteng keramik

Rp.

48,763.00 =

Rp.

185,299.40

0.050

Kg

Paku biasa 2" - 5"

Rp.

11,550.00 =

Rp.

577.50

0.216

Kg

Semen abu-abu

Rp.

1,400.00 =

Rp.

302.40

0.032

m3

Pasir Pasang

Rp.

82,500.00 =

Rp.

2,640.00

Jumlah (1) =

Rp.

188,819.30

Tenaga

H.3

0.400

Oh

Pekerja

Rp.

45,070.00 =

Rp.

18,028.00

0.200

Oh

Tukang kayu

Rp.

64,630.00 =

Rp.

12,926.00

0.020

Oh

Kepala Tukang

Rp.

70,950.00 =

Rp.

1,419.00

0.020

Oh

Mandor

Rp.

74,600.00 =

Rp.

1,492.00

Jumlah (2) =

Rp.

33,865.00

Jumlah (1+2) =

Rp.

222,684.30


Rp.

222,684.30

Rp.

1,215.50 =

Rp.

30,387.50

Jumlah (1) =

Rp.

30,387.50 3,380.25

1 m2 Pasang Atap Genteng silang/kodok Bahan 25.000

Bh

Genteng silang/kodok

Tenaga 0.075

Oh

Pekerja

Rp.

45,070.00 =

Rp.

0.008

Oh

Tukang kayu

Rp.

64,630.00 =

Rp.

517.04

0.015

Oh

Kepala Tukang

Rp.

70,950.00 =

Rp.

1,064.25

0.008

Oh

Mandor

Rp.

74,600.00 =

Rp.

596.80

Jumlah (2) =

Rp.

5,558.34

Jumlah (1+2) =

Rp.

35,945.84


Rp.

35,945.84

H.5

1 m' Pasang Bub ung an Gen teng Silang / kodo k Bahan 5.000

Bh

Nok Genteng silang/kodok

Rp.

500.50 =

Rp.

2,502.50

0.050

Kg

Paku biasa 2" - 5"

Rp.

11,550.00 =

Rp.

577.50

0.216

Kg

Semen portland

Rp.

960.00 =

Rp.

207.36

0.032

m3

Pasir Pasang

Rp.

82,500.00 =

Rp.

2,640.00

Jumlah (1) =

Rp.

5,927.36

Tenaga 0.400

Oh

Pekerja

Rp.

45,070.00 =

Rp.

18,028.00

0.200

Oh

Tukang kayu

Rp.

64,630.00 =

Rp.

12,926.00

0.020

Oh

Kepala Tukang

Rp.

70,950.00 =

Rp.

1,419.00

0.020

Oh

Mandor

Rp.

74,600.00 =

Rp.

1,492.00

Jumlah (2) =

Rp.

33,865.00

Jumlah (1+2) =

Rp.

39,792.36


Rp.

39,792.36

1,400,000.00 =

Rp.

1,400,000.00

G. ANALISA BIAYA KONSTRUKSI PEKERJAAN SANITASI DALAM GEDUNG G.6.1

Memasang 1 buah kloset duduk/monoblock Bahan 1.0000

m'

Kloset duduk/monoblok

Rp.

0.0600

Hp

Perlengkapan

Rp.

490,000.00 =

Rp.

29,400.00

Jumlah (1) =

Rp.

1,429,400.00

45,070.00 =

Rp.

90,140.00

Tenaga

G.6.2

2.000

Oh

Pekerja

Rp.

2.000

Oh

Tukang Batu

Rp.

62,150.00 =

Rp.

124,300.00

0.200

Oh

Kepala Tukang batu

Rp.

68,360.00 =

Rp.

13,672.00

0.100

Oh

Mandor

Rp.

74,600.00 =

Rp.

7,460.00

Jumlah (2) =

Rp.

235,572.00

Jumlah (1+2) =

Rp.

1,664,972.00


Rp.

1,664,972.00

Memasang 1 buah kloset jongkok porselin Bahan 1.0000

bh

Kloset jongkok porselin

Rp.

138,600.00 =

Rp.

138,600.00

6.0000

kg

Semen portland

Rp.

960.00 =

Rp.

5,760.00

0.0100

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

825.00

Jumlah (1) =

Rp.

145,185.00

Tenaga

G.6.5

0.750

Oh

Pekerja

Rp.

45,070.00 =

Rp.

33,802.50

0.750

Oh

Tukang Batu

Rp.

62,150.00 =

Rp.

46,612.50

0.075

Oh

Kepala Tukang batu

Rp.

68,360.00 =

Rp.

5,127.00

0.038

Oh

Mandor

Rp.

74,600.00 =

Rp.

2,834.80

Jumlah (2) =

Rp.

88,376.80

Jumlah (1+2) =

Rp.

233,561.80


Rp.

233,561.80

Memasang 1 buah bak cuci piring dari logam Bahan 1.0000

m'

Bak cuci piring logam

Rp.

309,925.00 =

Rp.

309,925.00

1.0000

bh

bahan tambahan (12% harga wastafel )

Rp.

37,191.00 =

Rp.

37,191.00

0.1200

kg

Semen portland

Rp.

960.00 =

Rp.

115.20

0.0100

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

825.00

Jumlah (1) =

Rp.

347,116.00

Tenaga 1.750

Oh

Pekerja

Rp.

45,070.00 =

Rp.

78,872.50

1.750

Oh

Tukang Batu

Rp.

62,150.00 =

Rp.

108,762.50

0.175

Oh

Kepala Tukang batu

Rp.

68,360.00 =

Rp.

11,963.00

0.088

Oh

Mandor

Rp.

74,600.00 =

Rp.

6,564.80

Jumlah (2) =

Rp.

206,162.80

Jumlah (1+2) =

Rp.

553,278.80


Rp.

553,278.80

G.6.18

Memasang 1 buah Avour Bahan 1.0000

set

Floor drain

Rp.

52,500.00 =

Rp.

52,500.00

Jumlah (1) =

Rp.

52,500.00

Tenaga 0.1500

Oh

Pekerja

Rp.

45,070.00 =

Rp.

6,760.50

0.1000

Oh

Tukang Batu

Rp.

62,150.00 =

Rp.

6,215.00

0.0100

Oh

Kepala Tukang batu

Rp.

68,360.00 =

Rp.

683.60

0.0075

Oh

Mandor

Rp.

74,600.00 =

Rp.

559.50

Jumlah (2) =

Rp.

14,218.60

Jumlah (1+2) = Jumlah harga persatuan pekerjaan =

Rp. Rp.

66,718.60 66,718.60

Rp.

51,000.00 =

Rp.

51,000.00

Jumlah (1) =

Rp.

51,000.00

I. ANALISA BIAYA KONSTRUKSI PEKERJAAN KUNCI DAN KACA I.6.1

Pasang kunci tanam Bahan 1.0000

bh

Kunci tanam besar

Tenaga

I.6.1.1

0.2500

Oh

Pekerja

Rp.

45,070.00 =

Rp.

11,267.50

0.6000

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

38,778.00

0.0600

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

4,257.00

0.0125

Oh

Mandor

Rp.

74,600.00 =

Rp.

932.50

Jumlah (2) =

Rp.

55,235.00

Jumlah (1+2) =

Rp.

106,235.00


Rp.

106,235.00

Rp.

Pasang kunci tanam Bahan 1.0000

bh

Kunci tanam kecil

46,200.00 =

Rp.

46,200.00

Jumlah (1) =

Rp.

46,200.00

45,070.00 =

Rp.

11,267.50

Tenaga

I.6.4

0.2500

Oh

Pekerja

Rp.

0.6000

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

38,778.00

0.0600

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

4,257.00

0.0125

Oh

Mandor

Rp.

74,600.00 =

Rp.

932.50

Jumlah (2) =

Rp.

55,235.00

Jumlah (1+2) =

Rp.

101,435.00


Rp.

101,435.00

Rp.

Pasang Engsel pintu Bahan 1.0000

bh

Engsel pintu

21,780.00 =

Rp.

21,780.00

Jumlah (1) =

Rp.

21,780.00

45,070.00 =

Rp.

4,507.00

Tenaga 0.1000

Oh

Pekerja

Rp.

0.2000

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

12,926.00

0.0150

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

1,064.25

0.0075

Oh

Mandor

Rp.

74,600.00 =

Rp.

559.50

Jumlah (2) =

Rp.

19,056.75

Jumlah (1+2) =

Rp.

40,836.75


Rp.

40,836.75

I.6.7

Pasang Kait angin Bahan 1.0000

bh

Spring knip

Rp.

46,200.00 =

Rp.

46,200.00

Jumlah (1) =

Rp.

46,200.00

Tenaga

I.6.8

0.0250

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,126.75

0.0500

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

3,231.50

0.0150

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

1,064.25

0.00125

Oh

Mandor

Rp.

74,600.00 =

Rp.

93.25

Jumlah (2) =

Rp.

5,515.75

Jumlah (1+2) =

Rp.

51,715.75


Rp.

51,715.75

Rp.

9,000.00 =

Rp.

9,000.00

Jumlah (1) =

Rp.

9,000.00

Pasang Gerendel jendela Bahan 1.0000

bh

Gerendel jendela

Tenaga

I.6.8.1

0.0250

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,126.75

0.0500

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

3,231.50

0.0050

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

354.75

0.00125

Oh

Mandor

Rp.

74,600.00 =

Rp.

93.25

Jumlah (2) =

Rp.

4,806.25

Jumlah (1+2) =

Rp.

13,806.25


Rp.

13,806.25

Rp.

46,200.00 =

Rp.

46,200.00

Jumlah (1) =

Rp.

46,200.00

Pasang Gerendel pintu/Expagnolet Bahan 1.0000

bh

Expagnolet klas menengah

Tenaga

I.6.9

0.0250

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,126.75

0.6000

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

38,778.00

0.0600

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

4,257.00

0.01250

Oh

Mandor

Rp.

74,600.00 =

Rp.

932.50

Jumlah (2) =

Rp.

45,094.25

Jumlah (1+2) =

Rp.

91,294.25


Rp.

91,294.25

Rp.

58,212.00 =

Rp.

64,033.20

Jumlah (1) =

Rp.

64,033.20

1 m2 Pasang kaca tebal 3 mm Bahan 1.1000

m2

Kaca bening 3 mm

Tenaga 0.0250

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,126.75

0.0500

Oh

Tukang Kayu

Rp.

64,630.00 =

Rp.

3,231.50

0.0165

Oh

Kepala Tukang kayu

Rp.

70,950.00 =

Rp.

1,170.68

0.00080

Oh

Mandor

Rp.

74,600.00 =

Rp.

59.68

Jumlah (2) =

Rp.

5,588.61

Jumlah (1+2) =

Rp.

69,621.81


Rp.

69,621.81

J. ANALISA BIAYA KONSTRUKSI PEKERJAAN PENUTUP LANTAI J. 6. 35

1 m2 Pasang Lantai Keramik KW 2 ( 40 x 40 ) polos Bahan 1.0000

m2

Keramik lantai KW 2 ( polos )

Rp.

42,858.20 =

Rp.

42,858.20

10.0000

Kg

Semen Portland

Rp.

960.00 =

Rp.

9,600.00

0.0230

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

1,897.50

1.0000

Kg

Semen Warna

Rp.

12,000.00 =

Rp.

12,000.00

Jumlah (1) =

Rp.

66,355.70

Tenaga

J. 6. 36

0.620

Oh

Pekerja

Rp.

45,070.00 =

Rp.

27,943.40

0.350

Oh

Tukang batu

Rp.

62,150.00 =

Rp.

21,752.50

0.035

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

2,392.60

0.031

Oh

Mandor

Rp.

74,600.00 =

Rp.

2,312.60

Jumlah (2) =

Rp.

54,401.10

Jumlah (1+2) =

Rp.

120,756.80


Rp.

120,756.80

1 m2 Pasang Lantai Keramik KM/WC Bahan 1.0500

m2

Keramik lantai KW 1 20 x 20 ( motif )

Rp.

42,858.20 =

Rp.

45,001.11

10.0000

Kg

Semen Portland

Rp.

960.00 =

Rp.

9,600.00

0.0230

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

1,897.50

1.5000

Kg

Semen Warna

Rp.

12,000.00 =

Rp.

18,000.00

Jumlah (1) =

Rp.

74,498.61

Tenaga

J. 6. 10

0.620

Oh

Pekerja

Rp.

45,070.00 =

Rp.

27,943.40

0.350

Oh

Tukang batu

Rp.

62,150.00 =

Rp.

21,752.50

0.035

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

2,392.60

0.031

Oh

Mandor

Rp.

74,600.00 =

Rp.

2,312.60

Jumlah (2) =

Rp.

54,401.10

Jumlah (1+2) =

Rp.

128,899.71


Rp.

128,899.71

1 m2 Pasang Dinding keramik Bahan 1.0500

m2

Keramik lantai KW 1 20 x 20 ( motif )

Rp.

38,115.00 =

Rp.

40,020.75

15.0000

Kg

Semen Portland

Rp.

960.00 =

Rp.

14,400.00

0.0390

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

3,217.50

1.0000

Kg

Semen Warna

Rp.

12,000.00 =

Rp.

12,000.00

Jumlah (1) =

Rp.

69,638.25

Tenaga

J. 6. 11

0.620

Oh

Pekerja

Rp.

45,070.00 =

Rp.

27,943.40

0.500

Oh

Tukang batu

Rp.

62,150.00 =

Rp.

31,075.00

0.050

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

3,418.00

0.0310

Oh

Mandor

Rp.

74,600.00 =

Rp.

2,312.60

Jumlah (2) =

Rp.

64,749.00

Jumlah (1+2) =

Rp.

134,387.25


Rp.

134,387.25

1 m2 Pasang Batu Candi 10 x 20 cm Bahan 1.0500

m2

Batu Candi 10x20 cm

Rp.

140,000.00 =

Rp.

147,000.00

15.0000

Kg

Semen Portland

Rp.

960.00 =

Rp.

14,400.00

0.0390

m3

Pasir pasang

Rp.

82,500.00 =

Rp.

3,217.50

1.5000

Kg

Semen Warna

Rp.

12,000.00 =

Rp.

18,000.00

Jumlah (1) =

Rp.

182,617.50

Tenaga 0.620

Oh

Pekerja

Rp.

45,070.00 =

Rp.

27,943.40

0.500

Oh

Tukang batu

Rp.

62,150.00 =

Rp.

31,075.00 3,418.00

0.050

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

0.0310

Oh

Mandor

Rp.

74,600.00 =

Rp.

2,312.60

Jumlah (2) =

Rp.

64,749.00

Jumlah (1+2) =

Rp.

247,366.50


Rp.

247,366.50

ANALISA BIAYA KONSTRUKSI PEKERJAAN PENGECATAN K.6.2

1 m2 Pengecatan bidang kayu lama ( Cat Ulang ) Bahan 0.150

Kg

Plamir

Rp.

15,400.00 =

Rp.

2,310.00

0.170

Kg

Cat kayu dasar

Rp.

36,575.00 =

Rp.

6,217.75

0.170

Kg

Cat kayu penutup

Rp.

36,575.00 =

Rp.

6,217.75

0.250

Kg

Minyak Cat

Rp.

13,860.00 =

Rp.

3,465.00

0.100

Bh

Kuas Cat

Rp.

7,000.00 =

Rp.

700.00

0.250

lbr

Amplas

Rp.

2,772.00 =

Rp.

693.00

Jumlah (1) =

Rp.

19,603.50

Tenaga

K.6.4

0.070

Oh

Pekerja

Rp.

45,070.00 =

Rp.

3,154.90

0.075

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

4,661.25

0.0075

Oh

Kepala Tukang

Rp.

62,150.00 =

Rp.

466.13

0.0025

Oh

Mandor

Rp.

74,600.00 =

Rp.

186.50

Jumlah (2) =

Rp.

8,468.78

Jumlah (1+2) =

Rp.

28,072.28


Rp.

28,072.28

3,049.20

1 m2 Pengecatan bidang kayu baru ( 1 lapis plamir ) 1 lapis cat dasar, 3 lapis cat kayu Bahan 0.200

Kg

Meni kayu

Rp.

15,246.00 =

Rp.

0.150

Kg

Plamir

Rp.

15,400.00 =

Rp.

2,310.00

0.170

Kg

Cat kayu dasar

Rp.

36,575.00 =

Rp.

6,217.75

0.350

Kg

Cat kayu penutup 2x

Rp.

36,575.00 =

Rp.

12,801.25

0.250

Kg

Minyak Cat

Rp.

13,860.00 =

Rp.

3,465.00

0.125

Bh

Kuas Cat

Rp.

7,000.00 =

Rp.

875.00

0.300

lbr

Amplas

Rp.

2,772.00 =

Rp.

831.60

Jumlah (1) =

Rp.

29,549.80

Tenaga

K.6.5

0.080

Oh

Pekerja

Rp.

45,070.00 =

Rp.

3,605.60

0.105

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

6,525.75

0.011

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

751.96

0.004

Oh

Mandor

Rp.

74,600.00 =

Rp.

298.40

Jumlah (2) =

Rp.

11,181.71

Jumlah (1+2) =

Rp.

40,731.51


Rp.

40,731.51

1 m2 Pelaburan bidang kayu dengan "aqua" politur Bahan 0.150

ltr

Wood filer ex. Impra

Rp.

17,500.00 =

Rp.

2,625.00

0.372

ltr

Aqua politur warna

Rp.

19,250.00 =

Rp.

7,161.00

0.150

ltr

Aqua politur clear

Rp.

17,500.00 =

Rp.

2,625.00

0.125

Kg

Kuas Cat

Rp.

7,000.00 =

Rp.

875.00

0.100

Kg

Kain politur

Rp.

24,500.00 =

Rp.

2,450.00

2.000

lbr

Amplas

Rp.

2,772.00 =

Rp.

5,544.00

Jumlah (1) =

Rp.

21,280.00

45,070.00 =

Rp.

10,816.80

Tenaga 0.240

Oh

Pekerja

Rp.

0.315

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

19,577.25

0.032

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

2,187.52

0.012

Oh

Mandor

Rp.

74,600.00 =

Rp.

895.20

Jumlah (2) =

Rp.

33,476.77 54,756.77

Jumlah (1+2) =

Rp.

Over Head 10 % =

Rp.

5,475.68


Rp.

60,232.45

K.6.6

1 m2 Pelaburan bidang kayu dengan cat residu dan teer Bahan 0.350

ltr

Teer

Rp.

4,620.00 =

Rp.

1,617.00

Jumlah (1) =

Rp.

1,617.00 4,507.00

Tenaga

K.6.7

0.1000

Oh

Pekerja

Rp.

45,070.00 =

Rp.

0.0025

Oh

Mandor

Rp.

74,600.00 =

Rp.

186.50

Jumlah (2) =

Rp.

4,693.50

Jumlah (1+2) =

Rp.

6,310.50


Rp.

6,310.50

2,625.00

1 m2 Pengecatan tembok baru Exterior Bahan 0.150

Kg

Alkalin (anti lumut)

Rp.

17,500.00 =

Rp.

0.050

Kg

Plamir tembok

Rp.

15,592.50 =

Rp.

779.63

0.150

Kg

Cat tembok dasar

Rp.

15,592.50 =

Rp.

2,338.88

0.260

Kg

Cat tembok penutup 2x

Rp.

15,592.50 =

Rp.

4,054.05

0.050

Bh

Rool Cat

Rp.

32,340.00 =

Rp.

1,617.00

0.200

lbr

Amplas

Rp.

2,772.00 =

Rp.

554.40

Jumlah (1) =

Rp.

11,968.95

Tenaga

K.6.10

0.040

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,802.80

0.125

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

7,768.75

0.0125

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

854.50

0.0020

Oh

Mandor

Rp.

74,600.00 =

Rp.

149.20

Jumlah (2) =

Rp.

10,575.25

Jumlah (1+2) =

Rp.

22,544.20

Over Head 10 % =

Rp.

2,254.42


Rp.

24,798.62

Rp.

Rp.

1,559.25

1 m2 Pengecatan tembok baru Interior Bahan 0.100

Kg

Plamir tembok

15,592.50 =

0.150

Kg

Cat tembok dasar

Rp.

15,592.50 =

Rp.

2,338.88

0.260

Kg


Rp.

15,592.50 =

Rp.

4,054.05

0.050

Bh

Rool Cat

Rp.

32,340.00 =

Rp.

1,617.00

0.150

lbr

Amplas

Rp.

2,772.00 =

Rp.

415.80

Jumlah (1) =

Rp.

9,984.98

Tenaga

K.6.14

0.030

Oh

Pekerja

Rp.

45,070.00 =

Rp.

1,352.10

0.100

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

6,215.00

0.0100

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

683.60

0.0015

Oh

Mandor

Rp.

74,600.00 =

Rp.

111.90

Jumlah (2) =

Rp.

8,362.60

Jumlah (1+2) =

Rp.

18,347.58


Rp.

18,347.58

9,000.00 =

Rp.

3,150.00

1 m2 Pengecatan dengan water proof 2 x pengecatan Bahan 0.350

ltr

Waterprofing

Rp.

0.500

BH

Kuas Cat

Rp.

7,000.00 =

Rp.

3,500.00

Jumlah (1) =

Rp.

6,650.00

45,070.00 =

Rp.

6,760.50

Tenaga 0.1500

Oh

Pekerja

Rp.

0.2500

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

15,537.50

0.0250

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

1,709.00

0.0750

Oh

Mandor

Rp.

74,600.00 =

Rp.

5,595.00

Jumlah (2) =

Rp.

29,602.00

Jumlah (1+2) =

Rp.

36,252.00


Rp.

36,252.00

K.6.9

1 m2 Pengecatan permukaan baja dengan cat anti karat Bahan 0.200

Kg

Meni besi

Rp.

15,246.00 =

Rp.

3,049.20

0.100

Kg

Dempul besi

Rp.

18,056.50 =

Rp.

1,805.65

0.150

Kg

Cat besi anti karat dasar

Rp.

36,190.00 =

Rp.

5,428.50

0.260

Kg

Cat besi anti karat penutup

Rp.

36,190.00 =

Rp.

9,409.40

0.250

Kg

Tiner serba guna

Rp.

23,100.00 =

Rp.

5,775.00

0.500

lbr

Amplas

Rp.

2,772.00 =

Rp.

1,386.00

0.010

Kg

Kuas Cat

Rp.

7,000.00 =

Rp.

70.00

Jumlah (1) =

Rp.

26,923.75

45,070.00 =

Rp.

1,802.80

Tenaga 0.040

K.6.10

Oh

Pekerja

Rp.

0.125

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

7,768.75

0.0125

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

854.50

0.0020

Oh

Mandor

Rp.

74,600.00 =

Rp.

149.20

Jumlah (2) =

Rp.

10,575.25

Jumlah (1+2) =

Rp.

37,499.00

Over Head 10 % =

Rp.

3,749.90


Rp.

41,248.90

1 m2 Pengecatan tembok ulang Bahan 0.075

Kg

Plamir tembok

Rp.

15,592.50 =

Rp.

1,169.44

0.260

Kg


Rp.

15,592.50 =

Rp.

4,054.05

0.050

Bh

Rool Cat

Rp.

32,340.00 =

Rp.

1,617.00

0.150

lbr

Amplas

Rp.

2,772.00 =

Rp.

415.80

Jumlah (1) =

Rp.

7,256.29

45,070.00 =

Rp.

1,352.10

Tenaga 0.030

Oh

Pekerja

Rp.

0.100

Oh

Tukang Cat

Rp.

62,150.00 =

Rp.

6,215.00

0.0100

Oh

Kepala Tukang

Rp.

68,360.00 =

Rp.

683.60

0.0015

Oh

Mandor

Rp.

74,600.00 =

Rp.

111.90

Jumlah (2) =

Rp.

8,362.60 15,618.89

Jumlah (1+2) =

Rp.

Over Head 10 % =

Rp.

1,561.89


Rp.

17,180.78

42,955.00

8,237.00

21,012.00

10,070.84

101,237.00

12,237.30

80,267.00

416,646.60

276,758.92

139,816.70

67,433.80

63,178.90

208,495.43

162,024.50

29,470.36

27,229.54

38,995.98

36008.22

8,314.67

41,278.10

31,374.44

#REF!

635,294.00

760,162.00

882,126.00

120,589.50

120,589.50

188,598.07

198,250.57

217,035.57

196,198.07

35,945.84

39,792.36

1,664,972.00

233,561.80

120,756.80 0.96

128,899.71

134,387.25

40,731.51

6,310.50

18,347.58

36,252.00

RENCANA ANGGARAN BIAYA PEKERJAAN TAHUN ANGGARAN

: PEMBANGUNAN PERUMAHAN TYPE 36M2 : 2012

NO.

I

NAMA KEGIATAN

VOLUME

NOMOR

HARGA SATUAN

TOTAL HARGA

ANALISA

Rp.

Rp.

PEKERJAAN PENDAHULUAN 1

Uitzet dan Bouwplank

28.05

m'

P.2

42,955.00

1,204,887.75

2

Pembersihan Lahan

28.05

m²

P.3

8,237.00

231,047.85

JUMLAH II

1,435,935.60

PEKERJAAN TANAH , PASIR 1

Galian tanah pondasi

2

Urugan kembali galian pondasi

29.71

m³

A.6.1

21,012.00

624,266.52

7.43

m³

A.6.5

10,070.84

74,826.34

3 4

Urugan Tanah Peninggian Lantai

9.57

m³

A.6.7

80,267.00

768,155.19

Urugan Pasir bawah lantai

3.83

m³

A.6.6

101,237.00

5

387,737.71

Urugan Pasir bawah pondasi

3.34

m³

A.6.6

101,237.00

338,131.58

JUMLAH III

2,193,117.34

PEKERJAAN BETON BERTULANG 1

Rabat Beton

0.27

m³

E.6.1

635,294.00

171,529.38

2

Sloof 15/20

1.27

m³

E.6.22

2,992,335.34

3,800,265.88

3

Ring 15/20

0.58

m³

E.6.30

5,151,150.88

2,987,667.51

5

Balok lantai dan sunshading

0.11

m³

E.6.37d

7,209,785.71

793,076.43

Kolom 10/10

0.71

m³

E.6.24d

4,502,095.22

3,196,487.61

Plat meja Dapur JUMLAH

0.11

m³

E.6.38a

2,764,854.73

304,134.02 11,253,160.83

7 11 IV

PEKERJAAN PASANGAN 1

Pas. Batu kosong

6.68

m³

B.6.9

276,758.92

1,848,749.55

2

Pas. Batu kali

11.22

m³

B.6.4

416,646.60

4,674,774.85

3

Pasang rollag

0.64

m³

C.6.2

139,816.70

89,482.69

4

Pasang dinding bata camp. 1pc : 5 ps

13.69

m²

C.6.10

63,178.90

864,919.14

5

Pasang pelesteran dinding camp. 1 pc : 3 ps

13.46

m²

D.6.3

29,470.36

396,671.05

6

Pasang pelesteran dinding camp. 1 pc : 5 ps

242.89

m²

D.6.5

27,229.54

6,613,782.97

7

Sponengan

94.15

m'

D.6.20

8,314.67

782,826.18

JUMLAH V

15,271,206.43

PEKERJAAN PENUTUP ATAP, PINTU DAN JENDELA 1

Kusen Pintu, Jendela, bv

0.46

m³

F.6.01

9,715,667.50

4,469,207.05

2

Daun Pintu P1

7.56

m²

F.6.5

544,548.65

4,116,787.79

3

Daun Pintu P2

1.89

m²

F.6.5

544,548.65

1,029,196.95

4

Daun Pintu P3

3.81

m²

F.6.04

545,703.65

2,079,130.91

5

Daun Jendela J1

6.75

m²

F.6.6

362,689.28

2,448,152.64

6

Daun BV WC

0.54

m²

F.6.7

508,967.80

274,842.61

7

Kaca mati

3.87

m²

I.6.9

69,621.81

269,436.39

8

Tali air kusen

136.00

m'

Ls

5,000.00

680,000.00

9

Atap Genteng

85.32

m²

H.3

35,945.84

3,066,899.07

10

Bubungan

32.06

m'

H.5

11

Gording 6/12

0.32

m³

F.6.13

12

Usuk + Reng

85.32

m²

13

Lisplank JUMLAH

3.20

m'

39,792.36

1,275,743.06

8,282,330.00

2,650,345.60

F.6.17

98,595.00

8,412,125.40

F.6.21

283,791.20

908,131.84 31,679,999.31

VI

PEKERJAAN LANTAI DAN PLAFOND 1

Plafound gypsum rangka hollow

2

List Plafond gypsum

3

Keramik Lantai 40/40

4 5 6

77.41

m²

Ls

150,000.00

11,611,500.00

110.09

m'

Ls

15,000.00

1,651,350.00

38.27

m²

J. 6. 35

120,756.80

4,621,362.74

Keramik lantai kamar mandi 20x20

1.90

m²

J. 6. 36

128,899.71

244,909.45

Keramik dinding kamar mandi 30x50

9.00

m²

J. 6. 10

134,387.25

1,209,485.25

Keramik dapur

3.20

m²

J. 6. 36

128,899.71

412,479.07

JUMLAH VII

19,751,086.51

PEKERJAAN PINISHING 1

Cat Dinding Tembok interior

233.22

m²

K.6.10

18,347.58

4,279,021.44

2

Cat Dinding Tembok exterior

173.27

m²

K.6.10

18,347.58

3,179,084.32

3

Cat Plafound

77.41

m²

K.6.10

18,347.58

1,420,285.78

4

Cat Kayu kusen dan daun pintu jendela

85.65

m²

K.6.4

40,731.51

3,488,653.83

5

Teer arang

87.14

m²

K.6.6

6,310.50

549,896.97

6

Water proofing

32.33

m²

K.6.14

36,252.00

1,172,027.16

JUMLAH PEKERJAAN SANITER

VIII

14,088,969.50

1

Closed Duduk

1.00

bh

G.6.1

1,664,972.00

1,664,972.00

3

Floor Drain

2.00

bh

G.6.18

66,718.60

133,437.20

4

Roof Drain

1.00

bh

G.6.18

66,718.60

66,718.60

5

Bak cuci Piring (Wings sayap)

1.00

bh

G.6.5

553,278.80

553,278.80

6

Kran Cuci Pirin

1.00

bh

Ls

50,000.00

50,000.00

7

Tempat Sabun

1.00

bh

LS

25,000.00

25,000.00 2,493,406.60

JUMLAH IX A 1

PEKERJAAN PLUMBING AIR BERSIH Pipa 1/2"

2

Pemasangan 1/2 "

3

5.50

btg

Ls

35,000.00

192,500.00

22.00

m

Ls

3,062.50

67,375.00

Knee 1/2 "

9.00

bh

Ls

3,000.00

27,000.00

4

Tee 1/2"

3.00

bh

Ls

3,000.00

9,000.00

5

SDL GI 1/2"

6.00

bh

Ls

7,000.00

42,000.00

JUMLAH B 1 2

AIR BEKAS Pipa 3"

3

Pemasangan Pipa 3" Knee 3" 90 °

4

Tee 3" 90 °

5

Shock 3" Knee 3" 45 °

6

337,875.00 7.00

btg

Ls

60,000.00

420,000.00

28.00

m

Ls

5,250.00

147,000.00

3.00

bh

Ls

10,000.00

30,000.00

1.00

bh

Ls

15,000.00

15,000.00

10.00

bh

Ls

7,000.00

70,000.00

2.00

bh

Ls

10,000.00

20,000.00 702,000.00

4.00

btg

Ls

80,000.00

320,000.00

16.00

m

Ls

7,000.00

JUMLAH C

AIR KOTOR 1

Pipa 4"

2

Pemasangan Pipa 4"

JUMLAH SEPTICTANK DAN PERESAPAN

D 1

Septic Tank

1.00

bh

Ls

2,000,000.00

2

Peresapan

1.00

bh

Ls

1,500,000.00

JUMLAH ELECTRICAL

X

112,000.00

432,000.00 2,000,000.00 1,500,000.00

3,500,000.00

1

Titik Listrik

10.00

bh

Ls

70,620.00

706,200.00

3

Fitting Biasa

3.00

bh

Ls

12,500.00

37,500.00

4

MCB + Meteran

6

SL 16 W

9

1.00

bh

Ls

2,000,000.00

2,000,000.00

10.00

bh

Ls

35,000.00

350,000.00

Stop Kontak

4.00

bh

Ls

12,500.00

50,000.00

11

Saklar Tunggal

3.00

bh

Ls

12,500.00

37,500.00

12

Saklar Ganda JUMLAH

3.00

bh

Ls

12,500.00

37,500.00 3,218,700.00

REKAPITULASI ( R A B ) PEKERJAAN

: PEMBANGUNAN PERUMAHAN TYPE 36M2

TAHUN ANGGARAN

: 2012

NO.

1

JUMLAH HARGA Rp.

URAIAN PEKERJAAN

RUMAH TYPE 36

I

PEKERJAAN PENDAHULUAN

Rp.

1,435,935.60

II

PEKERJAAN TANAH , PASIR

Rp.

2,193,117.34

III

PEKERJAAN BETON BERTULANG

Rp.

11,253,160.83

IV

PEKERJAAN PASANGAN

Rp.

15,271,206.43

V

PEKERJAAN PENUTUP ATAP, PINTU DAN JENDELA

Rp.

31,679,999.31

VI

PEKERJAAN LANTAI DAN PLAFOND

Rp.

19,751,086.51

VII

PEKERJAAN PINISHING

Rp.

14,088,969.50

VIII

PEKERJAAN SANITER

Rp.

2,493,406.60

IX

PEKERJAAN PLUMBING

A

AIR BERSIH

Rp.

337,875.00

B C

AIR BEKAS AIR KOTOR

Rp. Rp.

702,000.00 432,000.00

D

SEPTICTANK DAN PERESAPAN

Rp.

3,500,000.00

X

ELECTRICAL

Rp.

3,218,700.00

REAL COST

Rp.

106,357,457.12

PPN 10%

Rp.

10,635,745.71

Rp. Rp. Terbilang : Seratus enam belas juta sembilan ratus sembilan puluh tiga ribu rupiah

116,993,202.83

JUMLAH PEMBULATAN

116,993,000.00

DAFTAR HARGA SATUAN UPAH DAN BAHAN A. DAFTAR HARGA SATUAN UPAH No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 2 3 4

Pekerja Mandor Kepala Tukang Batu Tukang Batu

OH OH OH OH

Rp Rp Rp Rp

45,070 74,600 68,360 62,150

5

Kepala Tukang Kayu

OH

Rp

70,950

6 7

Tukang Kayu Kepala Tukang Besi Beton

OH OH

Rp Rp

64,630 68,360

8

Tukang Besi Beton

OH

Rp

62,150

9 Kepala Tukang Las 10 Tukang Las

OH OH

Rp Rp

70,950 68,360

11 Kepala Tukang Cat 12 Tukang Cat

OH OH

Rp Rp

62,150 62,150

B. DAFTAR HARGA SATUAN BAHAN B.1 HARGA BAHAN PASANGAN No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 2

Batu kali alam Kerikil alam 2-3 cm

m³ m³

Rp Rp

147,200 140,000

3 4

Pasir Beton Pasir pasang

m³ m³

Rp Rp

84,000 82,500

5 6

Pasir urug Tanah urug

m³ m³

Rp Rp

72,475 55,000

7

Bata merah

bh

Rp

400

8 Semen warna 9 Semen portland 10 Semen abu-abu

kg kg kg

Rp Rp Rp

12,000 960 1,400

11 Paving blok type bata

bh

Rp

3,500

12 Buis beton 1/2 Ø 30 13 Koral beton

bh m³

Rp Rp

25,295 140,000

14 Batu Candi 10x20 cm

m2

Rp

140,000

B.2 HARGA BAHAN ATAP DAN LANGIT-LANGIT No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 Genteng keramik 2 Genteng mantili (dicat) 3 Nok genteng keramik

bh bh bh

Rp Rp Rp

114,345 2,000 48,763

4

Nok mantili (dicat)

bh

Rp

3,500

5

Polywood tebal 9 mm

lbr

Rp

32,895

6 7 8

Multiplek tebal 9 mm Teackwood uk. 122 x 244 x 0.3 cm Teackwood 4 mm

lbr lbr lbr

Rp Rp Rp

32,895 34,048 36,075

9

Teacblock uk. 122 x 244 x 18 cm

lbr

Rp

49,653

10 Aluminium pintu kamar mandi 11 Calsiboard 4 mm

lbr lbr

Rp Rp

16,250 13,704

12 Calcyboard 120 x 240 x 4 mm

lbr

Rp

13,704

13 Triplek uk. 122 x 244 x 0.3 cm 14 Genteng Kodok

lbr bh

Rp Rp

13,034 1,216

15 Bubungan Genteng Kodok

m'

Rp

2,503

B.3. HARGA BAHAN KAYU No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1

Papan Kayu Klas I

m³

Rp

6,487,470

2 3

Papan Kayu Klas II Papan Kayu Klas III

m³ m³

Rp Rp

3,445,200 1,801,250

4 5

Balok kayu 6/12 Kayu 5/7

m³ m³

Rp Rp

3,242,250 3,217,500

6

Kayu 3/4

m³

Rp

6,435,000

7 8

Kayu klas III Balok Kayu kelas I

m³ m³

Rp Rp

1,787,500 6,435,000

9 Balok Kayu kelas II 10 Balok Kayu kelas III

m³ m³

Rp Rp

3,217,500 1,787,500

11 Papan kayu 3/20 klas II

m³

Rp

3,217,500

12 Kayu Dolken Ø8 -10 / 4 m 13 List kayu profil

Btg m'

Rp Rp

8,125 16,250

14 List kayu 1x4 cm 15 List gypsum board 10/10

m' m'

Rp Rp

14,625 19,500

16 List gypsum board 13x13 17 List gypsum board 3x5

m' m'

Rp Rp

19,500 16,250

B.4. HARGA BAHAN LANTAI No.

Uraian

1

2

Satuan 3

Harga Satuan (Rp)

Keterangan

4

5

1 2

Keramik dinding warna klas menengah Keramik

m² m²

Rp Rp

38,115 42,858

3

Keramik lantai 25x25

m²

Rp

42,858

4

Plint keramik

m²

Rp

31,500

B.5 HARGA BAHAN BESI No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 2

Besi beton ulir Besi beton polos

Btg kg

Rp Rp

11,550 9,075

3

Besi Pelat

kg

Rp

11,550

4 5

Besi profil Kawat ikat beton

kg kg

Rp Rp

11,550 16,170

6 7

Paku 10 cm Paku biasa 2" - 5"

kg kg

Rp Rp

17,094 11,550

8 9

Paku biasa 1/2" - 1" Paku 7 - 12 cm

kg kg

Rp Rp

11,550 11,550

kg

Rp

23,100

10 Paku anti karat

B.7 HARGA BAHAN KACA No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 2

m² m²

Kaca bening 3 mm Kaca bening 5 mm

Rp Rp

58,212 75,768

B.1 HARGA BAHAN FINISHING No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1

Amplas

2 3

Plamir Kayu Minyak Cat

4

Meni Besi

5 6 7 8

Rp

2,772

liter

Rp Rp

15,400 13,860

Kg

Rp

15,246

Meni Kayu Cat Kayu Cat Tembok

Kg Kg Kg

Rp Rp Rp

15,246 36,575 15,593

Cat Besi anti karat

Kg

Rp

36,190

Kg Kg

Rp Rp

15,593 18,057

liter liter

Rp Rp

4,620 46,200

Kg

Rp

7,000

14 Tiner serba guna 15 Minyak begesting

liter liter

Rp Rp

23,100 10,500

16 Air

liter

Rp

700

Bh Bh

Rp Rp

7,000 32,340

19 Alkalin (anti lumut) 20 Wood filer ex.impra

Kg liter

Rp Rp

17,500 17,500

21 Aqua Politur warna 22 Aqua Politur clear

liter liter

Rp Rp

19,250 17,500

Kg

Rp

24,500

9 Plamir Tembok 10 Dempul besi 11 Teer 12 Politur 13 Lem kayu

17 Kuas Cat 18 Roll Cat

23 Kain politur

Lembar Kg

24 Acytilyin 25 Oksigen

botol botol

Rp Rp

35,000 35,000

26 Kawat las

Kg

Rp

52,500

liter liter

Rp Rp

3,150 17,500

27 Solar 28 Minyak pelumas

B.1 HARGA BAHAN BESI DAN PENGUNCI No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1

Kunci tanam besar

bh

Rp

51,000

2

Kunci tanam kecil

bh

Rp

46,200

3 4

Kunci pintu 2 slaag klas tinggi (kcl) Expagnolet klas menengah

bh bh

Rp Rp

59,400 46,200

5

Engsel jendela klas biasa

bh

Rp

14,520

6 7

Door closer Spring knip

bh bh

Rp Rp

16,500 46,200

8 9 10 11

Grendel jendela Grendel besar klas biasa Engsel pintu Engsel jendela ex. Kend

bh bh bh bh

Rp Rp Rp Rp

9,000 9,000 21,780 14,520

12 Plat strip/plat sambung

bh

Rp

6,000

13 Baut mur Ø12 (20-35 cm 14 Handle Double Klas Menengah

bh bh

Rp Rp

6,000 75,000

B.1 HARGA BAHAN SANITAIR No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1

Saringan air (bahan besi)

bh

Rp

29,645

2

Pipa PVC diameter 1/2 "

m'

Rp

2,780

3 4

Pipa PVC diameter 3/4 " Pipa PVC diameter 1 "

m' m'

Rp Rp

4,304 5,929

5

Pipa PVC diameter 2 "

m'

Rp

13,783

6

Pipa PVC diameter 3 "

m'

Rp

31,601

m' m' m'

Rp Rp Rp

68,176 30,831 29,145

10 Pipa GI medium C dia. 1 1/2"

m'

Rp

37,183

11 Pipa GI medium B dia. 3" 12 Kran 1/2"

m' bh

Rp Rp

82,244 20,223

13 Kloset duduk/monoblok

bh

Rp

1,400,000

14 Kloset jongkok porselin 15 Bak mandi fiber glass 16 Washtafel

bh bh bh

Rp Rp Rp

138,600 207,900 221,375

17 Urinoir

bh

Rp

420,613

18 Bak cuci piring logam 19 Seal tape

bh bh

Rp Rp

309,925 4,200

20 Floor drain

set

Rp

52,500

21 Buis beton 80 cm

bh

Rp

100,485

7 Pipa PVC diameter 4 " 8 Pipa GI medium C dia. 1" 9 Pipa GI medium C dia. 3/4"

B.1 HARGA BAHAN INSTALASI LISTRIK No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 Titik Lampu 2 Lampu down light 18w

Titik Buah

Rp Rp

70,620 36,000

3 Lampu neon box 2x40 w 4 Lampu TL 18 watt

Buah Buah

Rp Rp

36,000 21,000

5 6

Saklar tunggal Saklar double

Buah Buah

Rp Rp

8,028 9,000

7 8

Stop Kontak Tanam engkel

Buah

Rp

30,000

Zekering Box 3 Group Control panel

Unit Unit

Rp Rp

210,000 120,000

9

B.1 HARGA SATUAN ALAT No.

Uraian

Satuan

Harga Satuan (Rp)

Keterangan

1

2

3

4

5

1 2

Alat bantu Stamper

3 4 5

Molen

jam jam jam

Rp Rp Rp

17,500 35,000 35,000

Vibrator Mesin serut

jam jam

Rp Rp

24,500 24,500

6 7

Mesin profil Listrik

jam

Rp

35,000

kwh

Rp

350,000

8

Mesin bor

jam bh

Rp Rp

24,500 140,000

11 Mata gergaji

jam bh

Rp Rp

35,000 31,500

12 Mesin potong plat 13 Mesin las

jam jam

Rp Rp

35,000 52,500

9 Mata bor 10 Mesin gergaji

Rp Rp Rp

132,000 200,000

Rp Rp

120,000 110,000

Rp Rp

72,475 55,000

Rp

400

Rp Rp Rp

15,000 48,000 2,000

Rp

5,000

Rp Rp

36,135 200,000

Rp

200,000

105600 #REF! #REF!

Rp

66,667 0% -

Rp Rp Rp

190,575 2,500 75,020

Rp

5,000

Rp

50,608

Rp Rp Rp

50,608 52,381 55,500

Rp

76,389

Rp Rp

25,000 21,083

Rp

21,083

Rp Rp

20,052 46,750

Rp

19,250

Rp

9,900,000

Rp Rp

4,950,000 2,750,000

Rp Rp

4,950,000 4,950,000

Rp

9,900,000

Rp Rp

2,750,000 9,900,000

Rp Rp

4,950,000 2,750,000

Rp

4,950,000

Rp Rp

12,500 25,000

Rp Rp

22,500 30,000

Rp Rp

30,000 25,000

Rp Rp

54,450 61,226

Rp

61,226

Rp

45,000

Rp

-

Rp Rp

16,500 16,500

Rp

16,500

Rp Rp

16,500 23,100

Rp Rp

24,420 16,500

Rp Rp

16,500 16,500

Rp

33,000

Rp Rp

83,160 108,240

Rp

3,960

Rp Rp

22,000 19,800

Rp

21,780

Rp Rp Rp

21,780 52,250 22,275

Rp

51,700

Rp Rp

22,275 25,795

Rp Rp

6,600 66,000

Rp

10,000

Rp Rp

33,000 15,000

Rp

1,000

Rp Rp

10,000 46,200

Rp Rp

25,000 25,000

Rp Rp

27,500 25,000

Rp

35,000

Rp 116,993,000 0% -

Rp Rp

50,000 50,000

Rp

75,000

Rp Rp

4,500 25,000

85,000 77,000 99,000 77,000 24,200 27,500 77,000 15,000 15,000 36,300 24,200 10,000 10,000 125,000

42,350 3,971 6,149 8,470 19,690 45,144 97,394 44,044 41,635 53,119 117,491 28,890 2,000,000 198,000 297,000 316,250 600,875 442,750 6,000 75,000 143,550

RAB Type 36

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