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NO 1

U R

1 2 3 4 5 6 7

1 2 3 4 5 67

Tanah urug

6 7 8 9 10

11

12

13

14

15 16 17 18 19 20 20 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36 37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59

60 61 62 63 64 65 66 67 68

U R A I A N 2 I. SATUAN UPAH Mandor Kepala Tukang Tukang Kayu Tukang Batu Tukang Besi Tukang Cat Pekerja II. SATUAN BAHAN Batu kali Pasir Pasangan Kerikil Beton Pasir Urug Urugan Sirtu Pasir beton Tanah urug Semen ( 40 Kg ) Batu Bata Kayu dolken Kayu glugu Kayu jati Papan Balok Reng Kayu kamper Papan Balok Reng Kayu bangkirai Papan Balok Reng Kayu kruing Papan Balok Reng Kayu meranti Papan Balok Reng

SATUAN 3

SATUAN ( Rp. ) 4

KETERANGAN 5

Hari Hari Hari Hari Hari Hari Hari

100,000 60,000 60,000 60,000 60,000 60,000 40,000

M3 M3 M3 M3 M3 M3 M3 Zak Bh M3 M3 M3 M3 m1 M3 M3 m1 M3 M3 m1 M3 M3 m1 M3 M3 m1

135,000 136,500 227,500 100,000 150,000 160,000 40,000 50,000 1,300 1,750,000 4,550,000 15,000,000 14,000,000 6,000 10,725,000 9,425,000 3,250 10,000,000 9,500,000 4,000 8,775,000 7,410,000 2,600 8,000,000 7,500,000 3,000

Besi Beton Kg Kawat Beton Kg Besi Paku Kg Plywood 1200 x 2400 x 4mm Lbr Lem kayu kg Melamin kg Pinu PVC set Paku Triplek Kg Cat kayu Kg Cat besi Kg Cat tembok Kg Menie kayu Kg Plamur tembok Kg Dompul Kayu Kg Semen putih Zak Tepung Affa Kg Amplas m Minyak Cat / Thiner Kg Genteng bh Bubungan bh tegel 20 x 20 cm M2 Keramik 10 x 20 cm M2 Plint keramik 10 x 20 cm bh Kloset duduk / Monoblok (toto) bh Kran Sower bh Kran air bh Floor drain bh Rooster bh Saklar 1 pijitan Ttk Stop Kontak Bh Box Panel 20x40x50 unit MCB 16 A bh Rel MCB m1 Ground Rod (Galvanist) btg Lampu SL 40 Watt Bh Lampu bohlam 5 watt Bh Kabel NYM 3 x 2.5 PRIMA 50mrol Kabel NYM 2 x 2.5 PRIMA 50mrol Pipa PVC 3/4" btg Pipa PVC 1/2" btg Pipa PVC 3" btg Melamin Lack Kg Les 1 x 4 Btg Lambrisering Btg Kaca tebal 5 mm M2 Kaca tebal 3 mm M2 Les kaca M'

15,600 16,900 12,000 110,500 20,000 65,000 300,000 15,600 49,400 49,400 18,000 20,800 13,000 19,500 87,100 6,000 3,000 18,850 2,600 6,000 60,000 40,000 2,500 800,000 50,000 35,500 27,500 6,000 12,000 12,000 505,076 62,348 68,250 11,550 52,000 4,000 160,000 145,000 33,000 24,000 88,000 37,500 4,500 25,000 55,000 40,000 500

5,655,000.00

Kunci Pintu set Slot Pintu bh Engsel Pintu 4" Bh Hendel Jendela set Grendel Jendela Bh Hak angin Bh Engsel Jendela 3" psg Bilik bambu m2 Wiremesh 6 mm 5,4 x 2,1 lbr LMBR

250,000 20,000 17,500 15,000 15,000 15,000 30,000 40,000 600,000

DAFTAR ANALISA HARGA SATUANI PEKERJAAN PERSIAPAN

RSNI T-12-2002-B4

1 m Pengukuran dan pemasangan bouwplank Kayu kasau 5/7 Paku Kayu 2"-5" Kayu Papan Bouwplank 3/20 Tukang Pekerja Kepala Tukang Mandor 0.012 0.020 0.007 0.100 0.100 0.010 0.005 M3 Kg M3 Oh Oh Oh Oh x x x x x x x Rp. Rp. Rp. Rp. Rp. Rp. Rp. 1,750,000.00 12,000.00 2,000,000.00 60,000.00 40,000.00 60,000.00 100,000.00 Jumlah Dibulatkan = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 21,000.00 240.00 14,000.00 6,000.00 4,000.00 600.00 500.00 46,340.00 46,340.00

II

PEKERJAAN TANAH

SNI DT-91-0006-2007-6.1

1 M3 Galian tanah biasa - Pekerja - Mandor

0.750 0.025

Oh Oh

x Rp. x Rp.

40,000.00 100,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

30,000.00 2,500.00 32,500.00 32,500.00

SNI DT-91-0006-2007-6.9

1 M3 Urugan kembali tanah bekas galian - Pekerja - Mandor

0.250 0.008

Oh Oh

x Rp. x Rp.

40,000.00 100,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp. Rp

10,000.00 800.00 10,800.00 10,800.00

SNI DT-91-0006-2007-6.16

1 M3 Urugan Tanah bawah lantai - Tanah Timbun/Urug pasir - Pekerja - Mandor

1.200 0.300 0.010

M3 Oh Oh

x Rp. x Rp. x Rp.

100,000.00 40,000.00 100,000.00 Jumlah Dibulatkan

Rp Rp Rp Rp Rp

120,000.00 12,000.00 1,000.00 133,000.00 133,000.00

SNI DT-91-0006-2007-6.11

1 M3 Urugan pasir - Pasir urug - Pekerja - Mandor

1.200 0.300 0.010

M3 Oh Oh

x Rp. x Rp. x Rp.

100,000.00 40,000.00 100,000.00 Jumlah Dibulatkan

= = = = =

Rp. Rp. Rp. Rp. Rp.

120,000.00 12,000.00 1,000.00 133,000.00 133,000.00

III PEKERJAAN PONDASISNI DT-91-0007-2007-6.9

1 M3 Pasang Aanstamping batu gunung/kali - Batu Gunung/Kali - Pasir urug - Pekerja - Tukang - Kepala Tukang - Mandor

1.200 0.432 0.780 0.390 0.039 0.039

M3 M3 Oh Oh Oh Oh

x x x x x x

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

135,000.00 100,000.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = =

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

162,000.00 43,200.00 31,200.00 23,400.00 2,340.00 3,900.00 266,040.00 266,040.00

SNI DT-91-0007-2007-6.2

1 M3 Pasang pondasi batu gunung/kali, 1 Pc : 4 Ps - Batu Gunung/Kali 1.200 - Semen Portland 163.000 - Pasir Pasang 0.520 - Pekerja 1.500 - Tukang 0.600 - Kepala Tukang 0.060 - Mandor 0.075

M3 Kg M3 Oh Oh Oh Oh

x x x x x x x

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

135,000.00 1,300.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

162,000.00 211,900.00 70,980.00 60,000.00 36,000.00 3,600.00 7,500.00 551,980.00 551,980.00

IV1 M3 -

PEKERJAAN BETONBeton mutu f'c = 14,5 Mpa (K175), slump (12 2) cm, w/c = 0,68 760 Kg x Kerikil Beton (Maximum 30 mm) 1.029 Kg x Semen Portland 326.000 Kg x Air 215.000 Liter x Pekerja 1.650 OH x Tukang 0.275 OH x Kepala Tukang 0.028 OH x Mandor 0.083 OH xPasir Beton

SNI DT-91-0008-2007-6.5

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

150.00 200.00 1,300.00 300.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = =

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

114,000 205.80 423,800.00 64,500.00 66,000.00 16,500.00 1,680.00 8,300.00 694,985.80 694,985.00

SNI DT-91-0008-2007-6.9

1 M Membuat beton, 1bertulang :fc' Kr 14,5 MPa ( K-175) memakai wiremesh 6mm Pekerjaan beton Pc : 3 Ps 6 = - Beton cor fc' 24 (K-275) 1.000 Kg x Rp. 694,985.00 - Tulangan WIREMESH 6mm 1.000 M x Rp. 5,291.01 - Cetakan memakai papan ( 10 m2 ) 1.000 M x Rp. 652,025.00 - Membongkar cetakan 1.000 Oh x Rp. 88,000.00 Jumlah DibulatkanSNI DT-91-0008-2007-6.17

= = = = = =

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

694,985.00 5,291.01 652,025.00 88,000.00 1,618,306.01 1,618,306.00

1 Kg Pembesian dengan besi polos - Besi beton polos - Kawat beton - Pekerja - Tukang - Kepala tukang - Mandor

1.050 0.050 0.007 0.007 0.0007 0.0004

Kg Kg Oh Oh Oh Oh

x x x x x x

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

15,600.00 16,900.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = =

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

16,380.00 845.00 280.00 420.00 42.00 40.00 18,007.00 18,007.00

SNI DT-91-0008-2007-6.21

1 M Pasang bekisting untuk sloof - Kayu Bekisting - Paku Kayu - Minyak bekisting - Pekerja - Tukang - Kepala tukang - Mandor

0.045 0.300 0.100 0.300 0.260 0.026 0.005

M Kg Lt Oh Oh Oh Oh

x x x x x x x

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

4,550,000.00 12,000.00 10,000.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

204,750.00 3,600.00 1,000.00 12,000.00 15,600.00 1,560.00 500.00 239,010.00 239,010.00

SNI DT-91-0008-2007-6.22

1 M Pasang bekisting untuk kolom - Kayu Bekisting - Paku Kayu - Minyak bekisting - Balok kayu bekisting - Multiplek tebal 9 mm - Pekerja - Tukang - Kepala tukang - Mandor

0.040 0.400 0.200 0.015 0.350 0.300 0.330 0.033 0.006

M Kg Lt M Lbr Oh Oh Oh Oh

x x x x x x x x x

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

1,750,000.00 12,000.00 10,000.00 1,750,000.00 110,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = = =

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

70,000.00 4,800.00 2,000.00 26,250.00 38,675.00 12,000.00 19,800.00 1,980.00 600.00 176,105.00 176,105.00

SNI DT-91-0008-2007-6.23

1 M Pasang bekisting untuk balok - Kayu bekisting - Paku Kayu - Minyak bekisting - Balok kayu bekisting - Multiplek tebal 9 mm - Pekerja - Tukang - Kepala tukang - Mandor

0.020 0.400 0.200 0.011 0.350 0.300 0.330 0.033 0.006

M Kg Lt M Lbr Oh Oh Oh Oh

x x x x x x x x x

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

1,750,000.00 12,000.00 10,000.00 1,750,000.00 110,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = = = =

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

35,000.00 4,800.00 2,000.00 19,250.00 38,675.00 12,000.00 19,800.00 1,980.00 600.00 134,105.00 134,105.00

Pekerjaan lain-lain - Membongkar dan menyiram beton

1.000

Ls

x Rp.

40,000.00 Jumlah Dibulatkan

= = =

Rp. Rp. Rp.

40,000.00 40,000.00 40,000.00

V PEKERJAAN DINDINGSNI DT-91-0009-2007-6.7

1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps - Batu bata 70.000 - Semen portland 18.950 - Pasir pasang 0.038 - Pekerja 0.300 - Tukang 0.100 - Kepala Tukang 0.010 - Mandor 0.015

Bh Kg M3 Oh Oh Oh Oh

x x x x x x x

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

1,300.00 50,000.00 136,500.00 40,000.00 60,000.00 60,000.00 100,000.00 Jumlah Dibulatkan

= = = = = = = = =

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

91,000.00 947,500.00 5,187.00 12,000.00 6,000.00 600.00 1,500.00 1,063,787.00 1,063,787.00

SNI DT-91-0009-2007-6.9

1