contoh rab3 [sni]

NO NAMA BARANG / TYPE

1 Granito 40 x 40 Salsa Polished2 Granito 40 x 40 Salsa Unpolished3 Roman 33 x 33 Denver G. 3670104 Roman 25 x 33 Denver W. 306145 Roman 25 x 33 Denver W. 306546 Roman 6 x 25 Denver Beige Listello

7 Closet jongkok TOTO CE 68 Closet duduk TOTO CW 611 JT1/SW 784 JP9 Jet Washer TOTO TX403SPIV10 Urinoir TOTO U 57 M11 Washtafel TOTO L521V312 Sekat Urinoir TOTO A10013 Kran air TOTO T23B1314 Wahsbak TOTO T30AR13V715 Floor drain TOTO TX1BN16 Tempat cuci piring San-Ei single

UKURAN VOLUME TULANGAN JML. BEGEL BERATTIPE B H P UNIT JMLH TOTAL TOTAL D.25 D.16 TOTAL

m m m 1 UNIT m3 1 Lt. 3.854 0.887 1.578 0.62 0.393 0.62 KG

KAKI KOLOMKA - - - - 12 5 18.94 KB - - - - 8 5 12.62

KOLOM LANTAI 01KA - - - - 12 5 18.94 KB - - - - 8 5 12.62 Kp 0.12 0.12 - - - - 4 5 3.42

0.12 0.12 - -

12 10 8 10

UKURAN VOLUME TULANGAN JML. BEGEL BERATTIPE B H P UNIT JMLH TOTAL TOTAL D.25 D.19 O.16 O.12 O.8 O.10 TOTAL

m m m 1 UNIT m3 3.854 2.222 2 0.887 0.393 0.62 KG

KOLOMK1 0.15 0.15 - 1 - 4 5 4.73 K2 0.30 0.30 3.10 0.28 8 2.23 2.23 4 5 5.91 KP 0.12 0.12 3.90 0.06 86 4.83 4.83 4 5 4.49

Ring balokR1 0.20 0.30 - 1 - 6 5 8.76

- 1 - RP 0.15 0.20 236.05 7.08 1 7.08 4 5 6.40

BalokB1 0.20 0.50 6.00 0.60 2 1.20 6 5 13.69

0.20 0.50 3.30 0.33 2 0.66 1.86 1.86 B2 0.20 0.40 4.60 0.37 4 1.47 1.47 1.47 5 5 11.72 B3 0.20 0.30 3.50 0.21 2 0.42 5 5 11.33

0.20 0.30 2.25 0.14 6 0.81 1.23 1.23 - -

SloofS1 0.20 0.25 175.40 8.77 - 6 5 8.56

SP 0.15 0.20 56.70 1.70 1.00 1.70 1.70 4 5 6.40 -

Balok lateu 0.12 0.20 - - - 4.00 5.00 4.46

- - -

Plat atap 12 cmA 0.12 - - - - 6.67 4.13 B 0.12 - - 6.67 4.13 C 0.12 - - 6.67 4.13

13.33 8.27

Plat atap 10 cm 2.70 9.70 0.1 2.62 1 2.62 1.80 6.00 0.1 1.08 1 1.08 3.70

1.80 6.80 0.1 1.22 2 2.45 1.20 5.25 0.1 0.63 2 1.26 3.71 2.00 5.60 0.1 1.12 1 1.12 1.50 3.50 0.1 0.53 1 0.53 1.65 2.00 2.80 0.1 0.56 1 0.56 0.56 9.61

Leufel 1.00 1.78 0.08 0.14 7 1.00 1.00 2.31 0.08 0.18 2 0.37 1.00 2.50 0.08 0.20 1 0.20 1.00 4.20 0.08 0.34 1 0.34 1.90 1.90

- Konsol beton

3.30 - - - 4.67 - -

UKURAN VOLUME TULANGAN PANJANGTIPE B H P UNIT JMLH TOTAL D.16 D.19 O.12 O.10 O.8 berat

m m m 1 m' M3 1.578 2.222 0.887 0.62 0.393 M kg

PONDASI FOOT PLATP1 1

- 3.24 0.10 0.16 15 15 2.20 42.24 1.80 1.80 0.20 0.65 15 15 2.20 42.24

0.20 - 10 0.80 12.62 0.81 0.810 -

- lt kerja 1.90 1.90 0.05 0.18 0.181 pasir 1.90 1.90 0.20 0.72 0.72 galian 1.90 1.90 2.75 9.93 9.93

Bekisting B H H - Vol. Btn Luas Luas pemakaian Luas B H H - Vol. Btn Luas

tbl plat / m' / m' / m3 / m3 tbl plat / m' / m'a b c d e = b x c f = b + 2d g= f / e h a b c d e = b x c f g=(b+c)*2

Balokb1 0.20 0.50 0.38 0.100 0.96 9.60 1 9.60b2 0.20 0.40 0.28 0.080 0.76 9.50 1 9.50b3 0.20 0.30 0.18 0.060 0.56 9.33 1 9.33

Ring balokRP 0.15 0.20 0.20 0.030 0.40 13.33 2 6.67R1 0.20 0.30 0.060 0.80 13.33 2 6.67

Sloofs1 0.20 0.25 0.25 0.050 0.50 5.00 2 2.50Sp 0.15 0.20 0.20 0.030 0.40 6.67 2 3.33

KolomKP 0.15 0.15 0.02 0.60 26.67 2 13.33K1 0.15 0.15 0.02 0.60 26.67 2 13.33K2 0.30 0.30 0.09 1.20 13.33 2 6.67K3 - - 0.00 - K4 0.00 -

Lateu 0.12 0.20 0.024 0.52 7.22 2 3.61

Foot platP1

TIPE JENIS BERAT PANJANG JUMLAH BERAT TIPE JENIS BERAT PANJANG JUMLAH BERATBATANG PROFIL 2.L / O L = m' N BATANG TOTAL BATANG PROFIL 2.L / O L = m' N BATANG

/ M' KG KG / M' KGa b c d e f=cxdxe g h a b c d e f=cxdxe

RUANG UKUR PANJANG JUMLAH JUMLAH JUMLAH RUANG LUAS JUMLAH JUMLAHAN b h TOTAL LUAS

m m M' N m m M2 M2a b c d e f g = e x f h I a b c d e = (b+c)/2x f g = e x f

PENUTUP ATAP/GENTENGGORDING BARU

A-A 1.50 17.25 9.00 84.38 1 84.38 B-B 2.55 2.55 6.45 16.45 1 16.45

17.40 32.40 9.00 224.10 1 224.10 C-C 1.50 17.25 9.00 84.38 1 84.38 D-D 2.55 2.55 6.45 16.45 1 16.45

17.40 32.40 9.00 224.10 1 224.10

USUK 5/7, RENG 2/3

BUBUNGAN GENTENG 1.50 1.00 1.00 1.50 1 1.50 2.55 1.00 1.00 2.55 1 2.55 17.40 1.00 1.00 17.40 1 17.40 11.91 1.00 1.00 11.91 8 95.27 8.51 1.00 1.00 8.51 2 17.02

LISTPLANK17.25 1 1 17.25 2 34.534.95 1 1 34.95 2 69.9

IKATAN ANGIN O.16

TALANG DATAR 11.91 1 1 11.91 4 47.64 8.51 1 1 8.509 2 17.018

Trekstang O.10

TIPE UKURAN TIPE UKURAN RUANG UKUR RUANG LUAS JUMLAH JUMLAH JUMLAH RUANG UKUR RUANG JUMLAH JUMLAH

AN panjang lebar LUAS TOTAL AN panjang lebar panjangm m M2 M2 m m m'

a b c d e = c x d f g = e x f h I a b c d e = (c+d)x2 f g = e x f

KERAMIK Plint KeramikLANTAI 01 LANTAI 01

teras depan 40x40 6.00 3.15 18.90 1 18.90 teras depa 10 cm 6.00 3.15 18.30 1 18.30 3.00 0.30 0.90 1 0.90 - 1 - 6.00 0.36 2.16 1 2.16 - 1 - 1.20 1.20 1.44 2 2.88 24.8 - 1 -

R.tunggu plgn 40x40 3.60 3.50 12.60 1 12.60 R.tunggu p 10 cm 3.60 3.50 14.20 1 14.20 6.00 1.80 10.80 1 10.80 - 1 - 9.30 6.00 55.80 1 55.80 6.00 12.00 1 12.00 5.25 1.20 6.30 1 6.30 5.25 1.20 12.90 1 12.90 1.50 0.75 1.13 1 1.13 86.6 1.50 0.75 4.50 1 4.50

Coun pelayanan 40x40 6.00 1.50 9.00 1 9.00 9.0 Coun pelay 10 cm 6.00 1.50 15.00 1 15.00 Costm service 40x40 4.50 2.70 12.15 1 12.15 12.2 Costm serv 10 cm 4.50 2.70 14.40 1 14.40 r.pengaduan 40x40 4.50 3.45 15.53 1 15.53 r.pengadua 10 cm 4.50 3.45 15.90 1 15.90

1.80 0.90 1.62 1 1.62 17.1 1.80 0.90 5.40 1 5.40 r. AII 40x40 3.45 3.00 10.35 1 10.35 r. AII 10 cm 3.45 3.00 12.90 1 12.90

2.73 1.50 4.09 1 4.09 14.4 2.73 1.50 8.45 1 8.45 r. server 40x40 3.00 2.00 6.00 1 6.00 6.0 r. server 10 cm 3.00 2.00 10.00 1 10.00 r x 40x40 4.50 3.45 15.53 1 15.53 r x 10 cm 4.50 3.45 15.90 1 15.90

2.73 1.50 4.09 1 4.09 19.6 2.73 1.50 8.45 1 8.45 r rapat 40x40 4.50 3.00 13.50 1 13.50 13.5 r rapat 10 cm 4.50 3.00 15.00 1 15.00 r. manager 40x40 4.50 4.20 18.90 1 18.90 r. manager 10 cm 4.50 4.20 17.40 1 17.40

2.25 1.60 3.60 1 3.60 22.5 225.8 2.25 1.60 7.70 1 7.70 lav 20x20 2.00 1.60 3.20 1 3.20 3.2 lav 20x20ddg 20x25 2.00 1.80 3.60 2 7.20 ddg 20x25

1.60 1.80 2.88 1 2.88 0.70 1.80 1.26 1 1.26 11.3

pel plng 2 40x40 5.40 1.50 8.10 1 8.10 pel plng 2 10 cm 5.40 1.50 13.80 1 13.80 9.00 3.50 31.50 1 31.50 9.00 3.50 25.00 1 25.00 6.00 3.00 18.00 1 18.00 57.6 3.00 6.00 1 6.00

rek.dll 40x40 9.45 7.20 68.04 1 68.04 68.0 rek.dll 10 cm 9.45 7.20 33.30 1 33.30 penagihan 40x40 3.50 3.60 12.60 1 12.60 penagihan 10 cm 3.50 7.00 1 7.00

3.53 1.40 4.94 1 4.94 17.5 3.53 1.40 9.85 1 9.85 adm.keu 40x40 4.50 3.00 13.50 1 13.50 13.5 adm.keu 10 cm 4.50 3.00 15.00 1 15.00 serbaguna 40x40 4.00 2.50 10.00 1 10.00 10.0 serbaguna 10 cm 4.00 2.50 13.00 1 13.00 dpr 40x40 2.50 2.00 5.00 1 5.00 5.0 dpr 10 cm 2.50 2.00 9.00 1 9.00 gdg alat 40x40 2.50 1.80 4.50 1 4.50 4.5 gdg alat 10 cm 2.50 1.80 8.60 1 8.60 r. panel 40x40 2.50 1.20 3.00 1 3.00 3.0 179.2 r. panel 10 cm 2.50 1.20 7.40 1 7.40 lav 01/dpn 20x20 3.60 3.50 12.60 1 12.60 12.6 lav 01/dpn 20x20

20x25 3.60 1.80 6.48 2 12.96 20x25 2.60 1.80 4.68 2 9.36 3.50 1.80 6.30 1 6.30 2.70 1.80 4.86 1 4.86 1.00 1.80 1.80 6 10.80 44.3

lav.02 / blk 20x20 3.60 3.50 12.60 1 12.60 12.6 lav.02 / blk 20x2020x25 3.60 1.80 6.48 2 12.96 20x25

2.60 1.80 4.68 2 9.36 3.50 1.80 6.30 1 6.30 2.70 1.80 4.86 1 4.86

1.00 1.80 1.80 6 10.80 44.3 teras smpg 01 40x40 4.60 2.00 9.20 1 9.20 teras smpg 10 cm 4.60 2.00 13.20 1 13.20

1.45 2.00 2.90 1 2.90 - 1 - 4.00 0.30 1.20 1 1.20 - 1 - 3.00 0.30 0.90 1 0.90 - 1 - 4.00 0.36 1.44 1 1.44 15.6 - 1 -

teras smpg 02 40x40 4.60 2.00 9.20 1 9.20 teras smpg 10 cm 4.60 2.00 13.20 1 13.20 1.45 2.00 2.90 1 2.90 - 1 - 4.00 0.30 1.20 1 1.20 - 1 - 3.00 0.30 0.90 1 0.90 - 1 - 4.00 0.36 1.44 1 1.44 15.6 - 1 -

teras smpg 03 40x40 3.50 2.70 9.45 1 9.45 teras smpg 10 cm 3.50 2.70 12.40 1 12.40 4.50 0.30 1.35 1 1.35 - 1 - 1.20 0.30 0.36 2 0.72 - 1 - 5.70 0.36 2.05 1 2.05 13.6 44.9 - 1 -

449.8 stepnozingteras depan 8.70 6.00 14.70 1 14.70 teras smpg 01 6.00 4.60 10.60 1 10.60 teras smpg 02 6.00 4.60 10.60 1 10.60 teras smpg 03 4.50 - 4.50 1 4.50 40.4 40.4

rabat keliling 32.00 18.00 50.00 1.5 75.00 2 150.00 1.50 1.50 2.25 4 9.00 159.0 159.0

granit tile 50x50 3.90 5.50 21.45 1 21.45 0.75 3.30 2.48 2 4.95 26.4

teras 1.80 6.00 10.80 1 10.80 1.35 8.70 11.75 1 11.75 0.45 6.00 2.70 1 2.70 0.45 3.00 1.35 0.5 0.68 25.9 52.3

Rekapitulasi 40x40 20x20 C 20x20 lav 20x25 stepnozing rabat kell lantai 01 449.8 - 28.40 99.9 - 159.0

Jumlah 449.8 - - 28.4 99.9 - 159.0

Urugan pasir bawah lantai 5 cm

lt.01 0.1 478.24 47.82

TIPE UKURAN TIPE UKURAN RUANG UKUR RUANG LUAS JUMLAH JUMLAH JUMLAH RUANG UKUR RUANG JUMLAH JUMLAH

AN panjang lebar LUAS TOTAL AN panjang lebar panjangm m M2 M2 m m m'

a b c d e = c x d f g = e x f h I a b c d e = (c+d)x2 f g = e x f

PLAFOND List tepi plafondLantai 01 lantai 01 teras depan Kalsiboard 6.00 3.15 18.90 1 18.90 teras depa 10 cm 6.00 3.15 18.30 1 18.30

3.00 0.30 0.90 1 0.90 - 1 - 6.00 0.36 2.16 1 2.16 - 1 - 1.20 1.20 1.44 2 2.88 24.8 24.8 - 1 -

R.tunggu plgn gypsum 3.60 3.50 12.60 1 12.60 R.tunggu p 10 cm 3.60 3.50 14.20 1 14.20 6.00 1.80 10.80 1 10.80 - 1 - 9.30 6.00 55.80 1 55.80 6.00 12.00 1 12.00 5.25 1.20 6.30 1 6.30 5.25 1.20 12.90 1 12.90 1.50 0.75 1.13 1 1.13 86.6 1.50 0.75 4.50 1 4.50

Coun pelayanan gypsum 6.00 1.50 9.00 1 9.00 9.0 Coun pelay 10 cm 6.00 1.50 15.00 1 15.00 Costm service gypsum 4.50 2.70 12.15 1 12.15 12.2 Costm serv 10 cm 4.50 2.70 14.40 1 14.40 r.pengaduan gypsum 4.50 3.45 15.53 1 15.53 r.pengadua 10 cm 4.50 3.45 15.90 1 15.90

1.80 0.90 1.62 1 1.62 17.1 1.80 0.90 5.40 1 5.40 r. AII gypsum 3.45 3.00 10.35 1 10.35 r. AII 10 cm 3.45 3.00 12.90 1 12.90

2.73 1.50 4.09 1 4.09 14.4 2.73 1.50 8.45 1 8.45 r. server gypsum 3.00 2.00 6.00 1 6.00 6.0 r. server 10 cm 3.00 2.00 10.00 1 10.00 r x gypsum 4.50 3.45 15.53 1 15.53 r x 10 cm 4.50 3.45 15.90 1 15.90

2.73 1.50 4.09 1 4.09 19.6 2.73 1.50 8.45 1 8.45 r rapat gypsum 4.50 3.00 13.50 1 13.50 13.5 r rapat 10 cm 4.50 3.00 15.00 1 15.00 r. manager gypsum 4.50 4.20 18.90 1 18.90 r. manager 10 cm 4.50 4.20 17.40 1 17.40

2.25 1.60 3.60 1 3.60 22.5 201.0 2.25 1.60 7.70 1 7.70 lav Kalsiboard 2.00 1.60 3.20 1 3.20 3.2 3.2 lav 10 cmddg ddg

pel plng 2 gypsum 5.40 1.50 8.10 1 8.10 pel plng 2 10 cm 5.40 1.50 13.80 1 13.80 9.00 3.50 31.50 1 31.50 9.00 3.50 25.00 1 25.00 6.00 3.00 18.00 1 18.00 57.6 3.00 6.00 1 6.00

rek.dll gypsum 9.45 7.20 68.04 1 68.04 68.0 rek.dll 10 cm 9.45 7.20 33.30 1 33.30 penagihan gypsum 3.50 3.60 12.60 1 12.60 penagihan 10 cm 3.50 7.00 1 7.00

3.53 1.40 4.94 1 4.94 17.5 3.53 1.40 9.85 1 9.85

adm.keu gypsum 4.50 3.00 13.50 1 13.50 13.5 adm.keu 0 4.50 3.00 15.00 1 15.00 serbaguna gypsum 4.00 2.50 10.00 1 10.00 10.0 serbaguna 0 4.00 2.50 13.00 1 13.00 dpr gypsum 2.50 2.00 5.00 1 5.00 5.0 dpr 0 2.50 2.00 9.00 1 9.00 gdg alat gypsum 2.50 1.80 4.50 1 4.50 4.5 gdg alat 10 cm 2.50 1.80 8.60 1 8.60 r. panel gypsum 2.50 1.20 3.00 1 3.00 3.0 179.2 r. panel 10 cm 2.50 1.20 7.40 1 7.40 lav 01/dpn Kalsiboard 3.60 3.50 12.60 1 12.60 12.6 12.6 lav 01/dpn 10 cm 3.60 3.50 14.20 1 14.20

lav.02 / blk Kalsiboard 3.60 3.50 12.60 1 12.60 12.6 12.6 lav.02 / blk 20x20 3.60 3.50 14.20 1 14.20 20x25

teras smpg 01 Kalsiboard 4.60 2.00 9.20 1 9.20 teras smpg 10 cm 4.60 2.00 13.20 1 13.20 1.45 2.00 2.90 1 2.90 - 1 - 4.00 0.30 1.20 1 1.20 - 1 - 3.00 0.30 0.90 1 0.90 - 1 - 4.00 0.36 1.44 1 1.44 15.6 - 1 -

teras smpg 02 Kalsiboard 4.60 2.00 9.20 1 9.20 teras smpg 10 cm 4.60 2.00 13.20 1 13.20 1.45 2.00 2.90 1 2.90 - 1 - 4.00 0.30 1.20 1 1.20 - 1 - 3.00 0.30 0.90 1 0.90 - 1 - 4.00 0.36 1.44 1 1.44 15.6 - 1 -

teras smpg 03 Kalsiboard 3.50 2.70 9.45 1 9.45 teras smpg 10 cm 3.50 2.70 12.40 1 12.40 4.50 0.30 1.35 1 1.35 - 1 - 1.20 0.30 0.36 2 0.72 - 1 - 5.70 0.36 2.05 1 2.05 13.6 44.9 - 1 -

98.1 380.1

rabat keliling Kalsiboard 32.00 18.00 50.00 1.5 75.00 2 150.00 1.50 1.50 2.25 4 9.00 159.0 159.0

REKAPITULASI gypsum kalsiboard tritisan dropLantai 01 380.15 98.09 159.00 -

KOSENUKURAN VOLUME UKURAN VOLUME

TIPE H B UNIT JMLH TOTAL TOTAL TIPE H B UNIT JMLH TOTAL m m 1.00 UNIT m2 / m' m m 1.00 UNIT m2 / m'

a b c d e = c x d f g = e x f h = tot. g a b c d e = c x d f g = e x f

P1 15/50 J1Beton bingkai 6.26 0.15 0.50 0.47 1 0.47 0.47 kusen 5.76 5.82 11.58 1 11.58 finish semen 1.15 6.26 7.20 1 7.20 7.20 Kaca grey 8 mm 2.20 1.94 4.14 1 4.14 kosen allum 4" 4.12 1.80 5.92 1 5.92 5.92 Kaca grey 5 mm 0.93 0.60 1.53 2 3.06

kaca 5 mm clear brown 0.97 0.60 0.58 2 1.16 1.16 luas lubang 2.84 1.94 5.51 1 5.51 kaca 12 mm clear brown 2.10 0.84 1.76 2 3.53 3.53 balok lateu 0.02 2.00 0.10 1 0.10 floor hinges dorma 1 1 1 2 2 2handel stainless 1 2 2 2 4 4

kunci 1 1 1 1 1 1lubang 0.68 2.06 1.401 1 1.40

2.15 2.06 4.43 1 4.43 5.83 balok lateu 0.02 2.10 0.05 1 0.05 0.05

P2 J2kosen allm 4.18 0.90 3.76 1 3.76 3.76 kusen allumn. 5.86 3.72 9.58 1 9.58

Daun pintu allm 1 1 1 2 2 2 Kaca grey 8 mm 2.20 1.16 3.36 1 3.36 Kaca bening 5 mm 1.88 0.64 1.20 1 1.20 1.20 Kaca grey 5 mm 1.16 0.60 1.76 1 1.76 balok lateu 0.02 1.00 0.02 1 0.02 0.02 luas lubang 2.93 1.24 4.17 1.00 4.17 lubang 2.10 1.00 2.10 1 2.10 2.10 balok lateu 0.02 1.50 0.04 2.00 0.07

- -

P3 J3kosen allm 4.30 0.90 3.87 1 3.87 3.87 kusen allumn. 4.50 5.28 9.78 1 9.78

MDF 2.1 0.8 1.68 1 1.68 1.68 dn jdl allumn. 1.00 2 2.00 kunci 1 1 1 1 1 1 daun BV 1.00 2 2.00 engsel 3 1 3 1 3 3 kaca grey 5 mm 0.86 0.42 0.36 2 0.72 cat duco 1.68 2.00 3.36 1 3.36 3.36 0.16 0.42 0.07 2 0.13 balok lateu 0.02 1.00 0.02 1 0.02 0.02 luas lubang 1.50 1.32 2.82 1 2.82 lubang 2.10 1.00 2.10 1 2.10 2.10 balok lateu 0.02 1.50 0.04 2 0.07

plat leufel 0.1 0.50 1.32 0.07 1 0.07

P4 J4kosen allm 5.52 3.50 9.02 1 9.02 9.02 kusen 4.76 1.92 6.68 1 6.68

Daun pintu allm 1 1 1 2 2 2 Kaca grey 5 mm 1.82 0.40 2.22 1 2.22 daun BV 1 1 1 2 2 2 0.40 0.40 0.80 1 0.80 Kaca clear brw 5 mm 1.90 0.66 1.25 2 2.51 luas lubang 2.38 0.48 1.14 1 1.14

0.64 0.24 0.15 2 0.31 2.82 plat leufel 0.1 0.50 0.50 0.03 1 0.03 balok lateu 0.02 1.75 0.04 2 0.08 0.08 balok lateu 0.02 0.50 0.02 2 0.05

lubang 2.56 1.75 4.48 1 4.48 - 1 - 4.48

P5 BV1kosen allm 4.20 0.92 5.12 1 5.12 5.12 kusen allumn. 2.68 1.20 3.88 1 3.88

Daun pintu allm daun BV 1.00 2.00 2.00 MDF duco 2.1 0.8 1.68 1 1.68 1.68 kaca bening 5 mm 0.44 0.24 0.11 2.00 0.21 kunci 1 1 1 1 1 1engsel 3 1 3 1 3 3cat duco 1.68 2.00 3.36 1 3.36 3.36 luas lubang 1.34 0.60 1.94 1.00 1.94 balok lateu 0.02 1.00 0.02 1 0.02 0.02 balok lateu 0.02 1.50 0.04 2.00 0.07 lubang 2.10 0.90 1.89 1 1.89 1.89 plat leufel

P6 BV2kosen allm 4.30 1.32 5.62 1 5.62 5.62 kusen allumn. 1.00 1.00 2.00 1 2.00

Daun pintu MDF 2.1 0.82 1.722 1 1.722 1.722 daun BV 1.00 1.00 1.00 Daun pintu kaca 2.1 0.4 0.84 1 0.84 0.84 kaca bening 5 mm 0.24 0.24 0.06 1.00 0.06 Kaca bening 5 mm 1.94 0.24 0.47 1 0.47 0.47 luas lubang 0.60 0.60 1.20 1.00 1.20 kunci 1.00 1.00 1.00 1 1.00 1.00 balok lateu 0.02 1.00 0.02 1.00 0.02 engsel 3.00 2.00 6.00 1 6.00 6.00 plat leufelcat duco 1.72 2.00 3.44 1 3.44 3.44 balok lateu 0.02 1.50 0.04 1 0.04 0.04 lubang 2.10 1.32 2.77 1 2.77 2.77

P7kosen allm 4.20 1.20 5.40 1 5.40 5.40

Daun pintu MDF 2.1 1.1 2.31 1 2.31 2.31lapis MDF profil kayu 2.1 1.1 2.31 2 4.62 4.62engsel 3.00 1.00 3 1 3 3kunci pintucat duco 2.31 2.00 4.62 1 4.62 4.62balok lateu 0.02 1.25 0.03 2 0.06 0.06 lubang 2.10 1.25 2.63 1 2.63 2.63

P8kosen allm 4.18 0.90 3.76 1 3.76 3.76

Daun pintu allm 1 1 1 2 2 2Kaca bening 5 mm 1.90 0.60 1.14 1 1.14 1.14 balok lateu 0.02 1.00 0.02 1 0.02 0.02 lubang 2.10 1.00 2.10 1 2.10 2.10

P9kosen allm 9.80 5.72 56.06 1 56.06 56.06

Daun pintu allm 1 1 1 1 1 1daun BV 1 1 1 2 2 2Kaca bening 5 mm 1.90 0.60 1.14 1 1.14

1.90 0.34 0.65 2 1.29 0.56 0.22 0.12 2 0.25 2.68

balok lateu 0.02 1.75 0.04 2 0.08 0.08 lubang 2.10 1.66 3.49 1 3.49

0.60 1.66 1.00 1.00 1.00 4.48

REKAPITULASIlateu leufel LT. 01

TIPE JML VOL TOTAL VOL TOTAL P1 2.00 0.05 0.10 P2 2.00 0.02 0.05 P3 9.00 0.02 0.22 P4 1.00 0.08 0.08 P5 10.00 0.02 0.24 P6 1.00 0.04 0.04 P7 1.00 0.06 0.06 P8 1.00 0.02 0.02 P9 1.00 0.08 0.08 J1 2.00 0.10 0.19 J2 2.00 0.07 0.14 J3 12.00 0.07 0.86 0.07 0.79 J4 6.00 0.05 0.29 0.03 0.15

BV 1 10.00 0.07 0.72 BV 2 4.00 0.02 0.10

3.20 0.94

Partisi 3.00 2.10 6.30 3 18.90 4.50 2.10 9.45 5 47.25 2.25 2.10 4.73 3 14.18 1.50 2.10 3.15 3 9.45 89.78 89.78

UKURAN LUAS UKURAN LUASRUANG RUANG LUAS LUBANG LUAS JUMLAH JUMLAH JUMLAH RUANG RUANG LUAS LUBANG LUAS JUMLAH

/ AS panjang tinggi KUSEN BERSIH LUAS TOTAL / AS panjang tinggi KUSEN BERSIHm m M2 M2 M2 N M2 M2 m m M2 M2 M2 N

a b c d = b x c e f = d - e g h = f x g I a b c d = b x c e f = d - e g

PASANGAN BATA DAN PLESTERANLANTAI 01

tebal plat 0.12 tebal balok 0.35

C 3.50 4.00 14.00 2.82 11.18 1 11.18 3.50 4.00 14.00 2.82 11.18 1 11.18 3.00 4.00 12.00 2.82 9.18 1 9.18

D 3.60 4.00 14.40 3.43 10.97 1 10.97 3.60 4.00 14.40 2.82 11.58 1 11.58 3.60 4.00 14.40 2.82 11.58 1 11.58

E 3.50 4.00 14.00 4.48 9.52 1 9.52 E - F 1.80 4.00 7.20 2.10 5.10 1 5.10

F 4.60 4.00 18.40 14.17 4.23 1 4.23 F - G 1.80 4.00 7.20 2.10 5.10 1 5.10

G 2.50 4.00 10.00 1.94 8.06 1 8.06 I 1.80 4.00 7.20 0 7.20 1 7.20

3.45 4.00 13.80 0 13.80 1 13.80 3.00 4.00 12.00 2.10 9.90 1 9.90

I ' 2.50 4.00 10.00 2.10 7.90 1 7.90 I - J 2.25 4.00 9.00 2.10 6.90 1 6.90

J 2.00 4.00 8.00 2.10 5.90 1 5.90 L ' 5.40 4.00 21.60 0 21.60 1 21.60

2.50 4.00 10.00 2.10 7.90 1 7.90 M 3.60 4.00 14.40 0 14.40 1 14.40

2.70 4.00 10.80 0 10.80 1 10.80 3.60 4.00 14.40 2.77 11.63 1 11.63 5.80 4.00 23.20 2.10 21.10 1 21.10 3.60 4.00 14.40 0 14.40 1 14.40 2.50 4.00 10.00 0 10.00 1 10.00

N 1.80 4.00 7.20 0 7.20 1 7.20 O 3.60 4.00 14.40 1.89 12.51 1 12.51

2.50 4.00 10.00 2.10 7.90 1 7.90 P 6.00 4.00 24.00 4.48 19.52 1 19.52

1.80 4.00 7.20 1.89 5.31 1 5.31 3.60 4.00 14.40 3.78 10.62 1 10.62

Q 3.60 4.00 14.40 1.20 13.20 1 13.20 1.40 4.00 5.60 2.10 3.50 1 3.50 3.60 4.00 14.40 3.88 10.52 1 10.52 3.60 4.00 14.40 2.82 11.58 1 11.58

R 2.70 4.00 10.80 2.82 7.98 1 7.98 3.60 4.00 14.40 5.64 8.76 1 8.76 4.20 4.00 16.80 5.64 11.16 1 11.16 1.80 4.00 7.20 1.94 5.26 1 5.26

1 3.50 4.00 14.00 3.43 10.57 1 10.57 3.50 4.00 14.00 1.20 12.80 1 12.80

2 3.50 4.00 14.00 3.78 10.22 1 10.22 3 6.00 4.00 24.00 16.85 7.15 1 7.15 4 1.75 4.00 7.00 1.89 5.11 1 5.11 5 1.35 4.00 5.40 0 5.40 1 5.40

3.50 4.00 14.00 1.89 12.11 1 12.11 8 - 9 1.20 4.00 4.80 0 4.80 1 4.80

9 1.00 4.00 4.00 0 4.00 1 4.00 1.00 4.00 4.00 0 4.00 1 4.00 1.00 4.00 4.00 0 4.00 1 4.00

10 6.00 4.00 24.00 0 24.00 1 24.00 1.50 4.00 6.00 2.63 3.38 1 3.38

11 4.50 4.00 18.00 0 18.00 1 18.00 12 4.50 4.00 18.00 2.10 15.90 1 15.90 13 3.00 4.00 12.00 0 12.00 1 12.00 14 4.50 4.00 18.00 2.10 15.90 1 15.90 15 4.50 4.00 18.00 0 18.00 1 18.00

3.00 4.00 12.00 0 12.00 1 12.00 4.50 4.00 18.00 0 18.00 1 18.00

17 4.50 4.00 18.00 0 18.00 1 18.00 2.70 4.00 10.80 0 10.80 1 10.80

18 1.50 4.00 6.00 0 6.00 1 6.00 4.50 4.00 18.00 0 18.00 1 18.00

19 4.50 4.00 18.00 0 18.00 1 18.00 3.50 4.00 14.00 0 14.00 1 14.00

20 2.55 4.00 10.20 0 10.20 1 10.20 21 3.50 4.00 14.00 0 14.00 1 14.00 22 2.00 4.00 8.00 0 8.00 1 8.00

2.00 4.00 8.00 0 8.00 1 8.00 4.00 4.00 16.00 2.10 13.90 1 13.90 3.00 4.00 12.00 0 12.00 1 12.00 2.00 4.00 8.00 0 8.00 1 8.00

23 2.00 4.00 8.00 2.82 5.18 1 5.18 4.00 4.00 16.00 2.10 13.90 1 13.90 3.00 4.00 12.00 3.14 8.86 1 8.86

4.00 - 0 - 1 - 800.31 236.05 800.31

PASANGAN 1:3Atas lantai 30 cm 208.05 0.30 62.42 0 62.42 1 62.42

3.60 1.80 6.48 0 6.48 1 6.48 2.70 1.80 4.86 0 4.86 1 4.86 3.60 1.80 6.48 0 6.48 1 6.48 2.50 1.80 4.50 0 4.50 1 4.50 1.00 1.80 1.80 0 1.80 1 1.80 2.80 1.80 5.04 0 5.04 1 5.04 1.00 1.80 1.80 0 1.80 1 1.80

2.00 1.80 3.60 0 3.60 1 3.60 3.60 1.80 6.48 0 6.48 1 6.48 3.60 1.80 6.48 0 6.48 1 6.48 1.80 1.80 3.24 0 3.24 1 3.24 3.50 1.80 6.30 0 6.30 1 6.30 3.50 1.80 6.30 0 6.30 1 6.30 1.75 1.80 3.15 0 3.15 1 3.15 3.50 1.80 6.30 0 6.30 1 6.30

1.80 - 0 - 1 - 135.23

PASANGAN BATA 1:5 665.08 PLESTERAN 1:3 135.23 0 135.23 2 270.45 270.45 PLESTERAN 1:5 665 0 665.08 2 1,330.17 1,330.17

PLESTERAN KOLOMKOLOM LANTAI 01

- -

UKURAN UKURAN RUANG RUANG LUAS PANJANG VOLUME JUMLAH RUANG RUANG LUAS PANJANG VOLUME

/ AS lebar tinggi TOTAL / AS lebar tinggim m M2 M' M3 M3 m m M2 M' M3

a b c d = b x c e f = d - e g h = f x g I a b c d = b x c e f = d - e g

PONDASI BATU BELAH 0.65 1.60 1.04 236.05 245.49

AANSTAMPING 0.20 1.00 0.20 236.05 47.21

GALIAN 1.20 1.00 1.20 236.05 283.26

URUGAN PASIR 0.10 1.00 0.10 236.05 23.61

URUG KEMBALI 0.60 169.96

- -

REKAPITULASIBALOK LATEU PLAT LEUFEL

LT. 01 LT. 01 TIPE VOL JML TOTAL TIPE VOL JML TOTAL

J 1 0.05 - J 1 0.03 - PJ1 - PJ1 - - PJ2 - PJ2 - - BV - BV - -

- -

CAT MOWILEX LT. 01

TIPE VOL JML TOTAL

-

BERAT BERATRERATA KG/M3 DIBULAT

KG KAN

#DIV/0! #DIV/0!#DIV/0! #DIV/0!

#DIV/0! #DIV/0!#DIV/0! #DIV/0!

237.72 240

BERATKG/M3 RERATA DIBULAT

KG/M3 KAN

210.09 215 65.62 70 311.89 315

146.01 146.01 150

213.24 213.24 215

136.93 136.93 140

146.52 146.52 150 188.81 188.81 190

171.29 175

213.24 215

186.00 190

103.33 77.50 68.89 17.22

94.72 95

BERATRERATA DIBULATKG/M3 KAN

97.10 119.88148 120

Luas / m3

h= g / e

BERATTOTAL

KGg h

JUMLAHTOTAL

h I

649.85 649.85

649.85

133.74 133.74

133.74

104.40 104.40 104.40

64.66 64.66

JUMLAHTOTAL

h I

18.3

43.6 15.0 14.4

21.3

21.4 10.0

24.4 15.0

25.1

44.8 33.3

16.9 15.0 13.0 9.0 8.6 7.4

13.2

13.2

12.4 395.15

JUMLAHTOTAL

h I

18.3

43.6 15.0 14.4

21.3

21.4 10.0

24.4 15.0

25.1

44.8 33.3

16.9

15.0 13.0 9.0 8.6 7.4 14.2

14.2

13.2

13.2

12.4 423.55

VOLUME TOTAL

1 Lt. h = tot. g

11.58 4.14 3.06 5.51 0.10

9.58 3.36 1.76 4.17 0.07

9.78 2.00 2.00

0.86 2.82 0.07 0.07

6.68

3.02 1.14 0.03 0.05

3.88 2.00 0.21

1.94 0.07

2.00 1.00 0.06 1.20 0.02

JUMLAH JUMLAHLUAS TOTALM2 M2

h = f x g I

JUMLAHTOTAL

M3h = f x g I

- - -

-

REKAPITULASI RENCANA ANGGARAN PELAKSANAAN

PEKERJAAN : LOKASI : TAHUN -

I PEKERJAAN PERSIAPAN 1,500,000.00 II PEKERJAAN BANGUNAN UTAMA

A PEKERJAAN PONDASI 34,847,744.70 B PEKERJAAN BETON 29,407,372.07 C PEKERJAAN PENUTUP ATAP 46,507,760.00 D PEKERJAAN PASANGAN DAN PLESTERAN 34,910,109.07 E PEKERJAAN LANTAI / PELAPIS DINDING 20,462,139.30 F PEKERJAAN KOSEN, PENGGANTUNG DLL. 19,824,169.00 G PEKERJAAN PLAFOND 11,057,830.40 H PEKERJAAN CAT-CATAN 8,565,696.61 I PEKERJAAN LAIN-LAIN 13,971,910.97 J PEKERJAAN CANOPI - K PEKERJAAN PAGAR - 219,554,732.12

- VII PEKERJAAN MEKANIKAL ELEKTRIKAL

A PEKERJAAN PLAMBING 7,003,650.00 C PEKERJAAN TELEPONE - D PEKERJAAN LISTRIK 10,074,000.00 E PEKERJAAN A C / TATA UDARA - F PEKERJAAN LISTRIK BANGUNAN GUDANG KWH METER - G PEKERJAAN LISTRIK POS JAGA - H PEKERJAAN LAMPU TAMAN / PENERANGAN HALAMAN - I PEKERJAAN KABEL POWER - 17,077,650.00

Jumlah 238,132,382.12 PPN 10 % 23,813,238.21 Jumlah 261,945,620.33 IMB 6%o 1,428,794.29 Penyambungan PLN 3 phase - 23 KVA Pemasangan trafo 3 Phase 25 KVA

Jumlah 263,374,414.63 Dibulatkan 263,374,000.00

Bouwsom

RENCANA ANGGARAN BIAYA PEKERJAAN : LOKASI : TAHUN

NO. URAIAN PEKERJAAN SAT. VOLUME HARGA SAT. HARGA TOTAL HARGA

( Rp ) ( Rp ) ( Rp )

I PEKERJAAN PERSIAPAN 1,500,000.00 1 Air kerja Ls 1.00 500,000.00 500,000.00 2 Listrik kerja Ls 1.00 500,000.00 500,000.00 3 Pembersihan lahan ls 1.00 500,000.00 500,000.00

II PEKERJAAN BANGUNAN UTAMA

A PEKERJAAN PONDASI 34,847,744.70 1 Galian tanah biasa pondasi batu belah dan foot plat m3 96.59 13,600.00 1,313,651.20 2 Urugan tanah kembali m3 48.30 6,800.00 328,412.80 3 Urugan Pasir bawah pondasi m3 3.70 93,400.00 345,878.88 4 Pasang Aanstamping m3 16.03 201,120.00 3,223,527.23 5 Pasang batu belah 1:5 m3 43.85 387,900.00 17,010,513.53 6 Beton sloof praktis Sp (1:2:3) 12X20 124 kg/m3 m3 4.63 2,727,535.33 12,625,761.06

B PEKERJAAN BETON 29,407,372.07 1 Beton kolom Kp 12x12 197 kg/m3 m3 3.04 2,727,535.33 8,295,198.66 2 Beton ring struktur 25x15 182 kg/m3 m3 4.35 2,727,535.33 11,865,187.83 3 Beton plat atap 10 cm 110 kg/m3 m3 1.22 3,127,538.00 3,801,835.19 4 Beton talang 58 kg/m3 m3 2.13 2,559,400.61 5,445,150.39

C PEKERJAAN PENUTUP ATAP 46,507,760.00 1 Rangka atap baja ringan m2 183.30 175,000.00 32,077,500.00 2 Penutup atap Genteng beton flat m2 183.30 55,000.00 10,081,500.00 3 Bubungan atap genteng beton flat m' 32.50 65,000.00 2,112,500.00 4 Aluminiumfoil m2 183.30 12,200.00 2,236,260.00

D PEKERJAAN PASANGAN DAN PLESTERAN 34,910,109.07 1 Pasang batu bata 1:5 + perapihan m2 402.76 49,538.00 19,951,924.88 2 Plesteran 1:5 +aci m2 805.52 18,569.60 14,958,184.19

E PEKERJAAN LANTAI / PELAPIS DINDING 20,462,139.30 1 Urugan Pasir bawah lantai 10 cm m3 10.44 93,400.00 975,096.00 2 Beton 1:3:5 (lantai kerja keramik 5 cm) m3 5.22 467,450.00 2,440,089.00 3 Pasang Lantai Granit tile 60/60 ex. China m2 68.84 135,758.00 9,345,580.72 4 Pasang Lantai Keramik 40/40 ex. Roman m2 13.27 95,758.00 1,270,708.66 5 Pasang Lantai Keramik 40/40 anti slip m2 17.02 95,758.00 1,629,801.16 6 Pasang Lantai Keramik 20/20 ex. Roman m2 5.27 85,758.00 451,944.66 7 Pasang dinding keramik 20x25 dinding KM m2 27.20 87,758.00 2,387,017.60 8 Acian serut/beton garuk m2 17.65 75,000.00 1,323,750.00 9 Pasang dinding batu Tempel 20x40 m2 3.50 182,329.00 638,151.50

NO. URAIAN PEKERJAAN SAT. VOLUME HARGA SAT. HARGA TOTAL HARGA

( Rp ) ( Rp ) ( Rp )

F PEKERJAAN KOSEN, PENGGANTUNG DLL. 19,824,169.00 (Daun pintu, jendela lengkap terpasang)

1 Pasang PJ 1 Pintu Utama lengkap termasuk asesories unit 1.00 2,269,000.00 2,269,000.00 2 Pasang PJ2 lengkap termasuk asesories unit 1.00 1,405,104.00 1,405,104.00 3 Pasang P 1 lengkap termasuk asesories unit 4.00 717,040.00 2,868,160.00 4 Pasang P 2 lengkap termasuk asesories unit 2.00 754,750.00 1,509,500.00 5 Pasang P 3 lengkap termasuk asesories unit 1.00 1,032,250.00 1,032,250.00 6 Pasang P 4 folding gate unit 1.00 1,102,500.00 1,102,500.00 7 Pasang P 5 folding gate unit 1.00 1,575,000.00 1,575,000.00 8 Pasang P 6 folding gate unit 1.00 2,025,000.00 2,025,000.00 9 Pasang J 1 lengkap termasuk asesories unit 1.00 1,596,225.00 1,596,225.00 10 Pasang J2 lengkap termasuk asesories unit 2.00 1,460,760.00 2,921,520.00 11 Pasang J 3 lengkap termasuk asesories unit 1.00 1,310,760.00 1,310,760.00 12 Pasang BV lengkap termasuk asesories unit 1.00 209,150.00 209,150.00

G PEKERJAAN PLAFOND 11,057,830.40 1 Pas. Plafond gypsum 9 mm (metalfuring + C Chanel) ruang m2 104.40 75,050.00 7,835,220.00 2 Pas. Plafond kalsiboard 4,5 mm (metalfuring + C Chanel) ruang m2 5.27 70,760.00 372,905.20 3 Pasang list tepi m' 165.12 15,000.00 2,476,800.00

H PEKERJAAN CAT-CATAN 8,565,696.61 ### Cat tembok dinding m2 805.52 8,967.40 7,223,420.05

2 Cat plafond m2 104.40 7,617.40 795,256.56 3 Waterproofing m2 12.16 45,000.00 547,020.00

I PEKERJAAN LAIN-LAIN 13,971,910.97 1 Meja beton dapur 8 cm m2 2.70 2,559,400.61 6,910,381.65 2 Roof Tank unit 1.00 1,800,000.00 1,800,000.00 3 Septictank & Peresapan unit 1.00 5,261,529.33 5,261,529.33

III PEKERJAAN MEKANIKAL ELEKTRIKAL

A PEKERJAAN PLUMBING 7,003,650.00 PEKERJAAN PEMIPAAN AIR KOTOR CAIR

1 Pasang washtafel - lengkap bh 2.00 450,000.00 900,000.00 2 Pasang floordrain O.3" TX 1BN bh 2.00 184,875.00 369,750.00 3 Pasang pipa PVC O.4" - AW btg 3.00 155,560.00 466,680.00 4 Fiting, sock, elbow, knee, dll ls 1.00 200,000.00 200,000.00 5 Kitchen zing bh 1.00 175,000.00 175,000.00

PEKERJAAN PEMIPAAN AIR KOTOR PADAT 1 Pasang kloset duduk lengkap bh 2.00 750,000.00 1,500,000.00 2 Pasang pipa PVC O.4" - AW btg 4.00 155,560.00 622,240.00 3 Jet washer bh 2.00 193,575.00 387,150.00 4 Kaca cermin bh 2.00 184,875.00 369,750.00 5 Fiting, sock, elbow, knee, dll ls 1.00 200,000.00 200,000.00

PEKERJAAN PEMIPAAN AIR BERSIH 1 Ground Reservoir, kapasitas 10 m3 unit 1 Pompa Aqua jet automatic unit 1.00 550,000.00 550,000.00 2 Kran air O. 1/2 " bh 6.00 111,650.00 669,900.00 3 Pipa PVC - O.3/4" - AW btg 7.00 16,740.00 117,180.00 4 Valve O. 11/2 " untuk penguras bh 2.00 88,000.00 176,000.00 6 Fiting, sock, elbow, knee, dll ls 1.00 300,000.00 300,000.00

C PEKERJAAN LISTRIK 10,074,000.00

### Instalasi titik lampu ttk 56.00 75,000.00 4,200,000.00 ### Instalasi titik stop kontak ttk 10.00 75,000.00 750,000.00

3 Lampu spot light bh 1.00 225,000.00 225,000.00 4 Lampu Down light + SL 13 watt bh 54.00 75,000.00 4,050,000.00 5 Lampu SL 18 watt bh 1.00 28,000.00 28,000.00 6 Skaklar tunggal Broco Grasio bh 5.00 18,000.00 90,000.00 7 Skaklar seri Broco Grasio bh 12.00 20,500.00 246,000.00 8 Stop kontak bh 10.00 18,500.00 185,000.00 9 Testing Comisioning ls 1.00 300,000.00 300,000.00

JumlahTotal- bangunan utama 238,132,382.12

foot plat jml vol sat vol tot p1 2 0.65 1.30 p2 10 0.49 4.92 p3 4 0.41 1.64 p4 4 0.28 1.13 p4a 6 0.27 1.63 p4a 6 0.27 1.63 p5 1 0.27 0.27 p6 5 0.14 0.72 p6 5 0.14 0.72

Kolom vol jum tot Kp 0.06 55.00 3.17 K1 0.35 8.00 2.80 K2 0.30 22.00 6.60 K3 0.24 12.00 2.88 K4 0.27 12.00 3.24 K5 0.18 3.00 0.54 K6 0.09 5.00 0.45

Balok Str vol jum tot K6 0.09 5.00 0.45 B1 0.10 60.00 6.00 B2 0.08 11.25 0.90 B3 0.06 82.77 4.97 B4 0.06 28.65 1.72

B5 0.06 12.00 0.72 B6 0.04 8.75 0.33 B7 0.03 20.70 0.62

1 m2 rangk vol jml tot usuk 0.004 2.00 0.01 reng 0.002 3.33 0.01 gording 0.007 2.00 0.01

Dinding luas tinggi Lt.1 151.40 4.00 605.60 Lt.2 125.33 4.00 501.30 Lbg Kusen 219.94 Lbg dinding 15.68 Total Luas Dinding 871.29

Kusen Jum Pjg kusen Pjg tot Luas Kaca/b tot kaca Lb kusen Tot lb Ksn PD1 2 7.00 14.00 2.40 4.80 4.45 8.90

PD2 besi 1 6.10 6.10 3.74 3.74 3.74 3.74 P1 3 6.20 18.60 2.40 7.20 2.60 7.80 P2 6 6.00 36.00 - - 2.40 14.40 P3 pvc 7 - - - - 1.70 11.90 P4 3 8.93 26.78 6.25 18.75 9.42 28.26 P5 2 8.50 17.00 6.00 12.00 9.00 18.00 P6 1 9.95 9.95 8.80 8.80 13.00 13.00 P7 1 9.80 9.80 8.00 8.00 12.70 12.70 PJ1 1 8.40 8.40 0.55 0.55 2.80 2.80 PJ2 1 12.60 12.60 4.00 4.00 5.20 5.20 PG 2 5.60 11.20 - 2.40 4.80 J1 2 14.70 29.40 3.13 6.25 3.80 7.60 J2 2 6.00 12.00 1.32 2.64 1.32 2.64 J3 8 7.80 62.40 2.40 19.20 3.70 29.60 J4 1 4.00 4.00 0.45 0.45 0.84 0.84 J5 1 3.60 3.60 0.14 0.14 0.36 0.36 J6 9 9.90 89.10 2.10 18.90 3.50 31.50 J7 1 5.50 5.50 0.94 0.94 1.60 1.60 J8 1 7.50 7.50 3.10 3.10 3.50 3.50 J9 1 15.90 15.90 5.20 5.20 5.90 5.90 J10 2 3.00 6.00 1.00 2.00 2.45 4.90

###

10 5 2 2.24 4 4.48 19 19.19

166.08 83.04 #REF!

46.15 96.16 18.10 151.82 835.32 247.98 1,083.30 0.90 0.40 751.78 99.19

850.98

800.00 6.00 133.33

### -

1.00

450,000 929,000 439,500 184,875 97,680

155,560 1,000,000 175,000

750,000

155,560 193,575 111,650 184,875 750,000

1,300,000 111,650 16,740 21,960 46,500 88,000 51,320 1,250,000 850,000

900,000 55,000 55,000 195,000 750,000

2,750,000 250,000 750,000 550,000 155,000

450,000 1,000,000

100,000 100,000 402,000

324,000 225,000 75,000 250,000 28,000 6,000 6,000.00 18,000 ### 20,500 18,500 ### 816,000

1,680,000 810,000 810,000 785,000 810,000 385,000 165,000 27,000 175,500 81,000 67,500 108,000 810,000

28,350 60,750

840,000 49,250 47,250 810,000 32,000 385,000 165,000 810,000

28,350 60,750

1,950,000 438,750 47,250 385,000 27,000 810,000

28,350 60,750

15,220,000 4,200,000 3,270,000 50,000 275,000 150,000

10,530

378,000 276,750 102,600 19,240 19,240 36,450

Analisa 51 / 90

DAFTAR ANALISA HARGA SATUAN PEKERJAAN

- PEKERJAAN : LOKASI : TAHUN -

No. Uraian Anl. Sat. Koef. Harga Satuan Harga

Rp Rp

1 Galian tanah biasa sedalam 1 m': SNI 1 m3 Pekerja 0.400 30,000.00 12,000.00 Mandor 0.040 40,000.00 1,600.00

2 Galian tanah biasa sedalam 3 m': SNI 1 m3 Pekerja 0.735 30,000.00 22,050.00 Mandor 0.073 40,000.00 2,920.00

3 Urugan tanah kembali : 1 m3 = 1/2 Galian tanah

4 Urugan tanah SNI 1 m3 Tanah urug/padas m3 1.200 35,000.00 42,000.00 Pekerja 0.250 30,000.00 7,500.00 Mandor 0.010 40,000.00 400.00

5 Urug Pasir : SNI 1 m3 Pasir urug m3 1.200 70,000.00 84,000.00 Pekerja 0.300 30,000.00 9,000.00 Mandor 0.010 40,000.00 400.00

6 Urugan sirtu SNI 1 m3 Sirtu m3 1.200 65,000.00 78,000.00 Pekerja 0.250 30,000.00 7,500.00 Mandor 0.025 40,000.00 1,000.00

7 Pasang Batu Belah 1:5 : SNI 1 m3 Batu belah m3 1.100 115,000.00 126,500.00 PC sak 3.400 39,000.00 132,600.00 Pasir pasang muntilan m3 0.544 100,000.00 54,400.00 Tukang batu 0.600 40,000.00 24,000.00 Kep. Tk. batu 0.060 40,000.00 2,400.00 Pekerja 1.500 30,000.00 45,000.00 Mandor 0.075 40,000.00 3,000.00

8 Pasang Aanstamping : SNI 1 m3 Batu belah m3 1.200 115,000.00 138,000.00 Pasir urug m3 0.300 70,000.00 21,000.00 Pekerja 0.780 30,000.00 23,400.00 Tukang batu 0.390 40,000.00 15,600.00 Kep. Tk. batu 0.039 40,000.00 1,560.00 Mandor 0.039 40,000.00 1,560.00

9 Pasangan bata 1:3 : SNI 1 m2 Batu bata merah bh 70 300.00 21,000.00 PC zak 0.359 39,000.00 14,010.75 Pasir pasang muntilan m3 0.040 100,000.00 4,000.00 Tukang batu 0.100 40,000.00 4,000.00 Kep. Tk. batu 0.010 40,000.00 400.00 Pekerja 0.320 30,000.00 9,600.00 Mandor 0.015 40,000.00 600.00

10 Pasang batu bata 1:5 SNI 1 m2 Batu bata merah bh 70 300.00 21,000.00 PC zak 0.242 39,000.00 9,438.00 Pasir pasang muntilan 0.045 100,000.00 4,500.00 Tukang batu 0.100 40,000.00 4,000.00 Kep. Tk. batu 0.010 40,000.00 400.00 Pekerja 0.320 30,000.00 9,600.00 Mandor 0.015 40,000.00 600.00

Analisa 52 / 90


Rp Rp

11 Plesteran 1:3 SNI 1 m2 PC zak 0.162 39,000.00 6,318.00 Pasir pasang muntilan m3 0.019 100,000.00 1,940.00 Tukang batu 0.150 40,000.00 6,000.00 Kep. Tk. batu 0.015 40,000.00 600.00 Pekerja 0.200 30,000.00 6,000.00 Mandor 0.010 40,000.00 400.00

12 Plesteran 1:2 : SNI 1 m2 PC zak 0.213 39,000.00 8,307.00 Pasir pasang muntilan m3 0.017 100,000.00 1,700.00 Tukang batu 0.150 40,000.00 6,000.00 Kep. Tk. batu 0.015 40,000.00 600.00 Pekerja 0.200 30,000.00 6,000.00 Mandor 0.010 40,000.00 400.00

13 Plesteran 1:5 SNI 1 m2 PC zak 0.086 39,000.00 3,369.60 Pasir pasang muntilan m3 0.022 100,000.00 2,200.00 Tukang batu 0.150 40,000.00 6,000.00 Kep. Tk. batu 0.015 40,000.00 600.00 Pekerja 0.200 30,000.00 6,000.00 Mandor 0.010 40,000.00 400.00

14 Plesteran sudut : 5 m' PC zak 0.108 39,000.00 4,212.00 Pasir pasang muntilan m3 0.013 100,000.00 1,300.00 Tukang batu 0.200 40,000.00 8,000.00 Kep. Tk. batu 0.020 40,000.00 800.00 Pekerja 0.400 30,000.00 12,000.00 Mandor 0.020 40,000.00 800.00

Plesteran sudut : 1 m'

15 Beton 1:3:5 : SNI 1 m3 PC zak 5.450 39,000.00 212,550.00 Batu split 2/3 pecah m3 0.870 160,000.00 139,200.00 Pasir beton m3 0.520 100,000.00 52,000.00 Tukang batu 0.250 40,000.00 10,000.00 Kep. Tk. batu 0.025 40,000.00 1,000.00 Pekerja 1.650 30,000.00 49,500.00 Mandor 0.080 40,000.00 3,200.00

16 Beton cor 1:2:3 SNI 1 m3 PC zak 8.400 39,000.00 327,600.00 Pasir beton m3 0.540 100,000.00 54,000.00 Batu split 2/3 pecah m3 0.810 160,000.00 129,600.00 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 2.000 30,000.00 60,000.00 Mandor 0.100 40,000.00 4,000.00

17 Beton bertulang polos : SNI 1 kg Besi beton polos kg 1.050 9,800.00 10,290.00 Kawat bindrat kg 0.015 8,500.00 127.50 Tukang besi 0.007 40,000.00 280.00 Kep. Tk. besi 0.0007 45,000.00 31.50 Pekerja 0.007 30,000.00 210.00 Mandor 0.0003 40,000.00 12.00

18 Bekisting untuk sloof SNI m2 Kayu lanan terentang m3 0.045 710,000.00 31,950.00 Paku kg 0.300 8,590.00 2,577.00 Minyak bekisting lt 0.100 18,000.00 1,800.00 Tukang kayu 0.260 40,000.00 10,400.00 Kep. Tk. kayu 0.026 45,000.00 1,170.00 Pekerja 0.300 30,000.00 9,000.00 Mandor 0.005 40,000.00 200.00

Analisa 53 / 90


Rp Rp

19 Bekisting untuk kolom SNI m2 Kayu lanan terentang m3 0.040 710,000.00 28,400.00 Paku kg 0.400 8,590.00 3,436.00 Minyak bekisting lt 0.200 18,000.00 3,600.00 Kayu lanan balok m3 0.015 750,000.00 11,250.00 Kayu dolken 8 - 10 cm btg 2.000 4,500.00 9,000.00 Multiplex 9 mm lbr 0.350 95,000.00 33,250.00 Tukang kayu 0.330 40,000.00 13,200.00 Kep. Tk. kayu 0.033 45,000.00 1,485.00 Pekerja 0.300 30,000.00 9,000.00 Mandor 0.006 40,000.00 240.00

20 Bekisting untuk balok SNI m2 Kayu lanan terentang m3 0.040 710,000.00 28,400.00 Paku kg 0.400 8,590.00 3,436.00 Minyak bekisting lt 0.200 18,000.00 3,600.00 Kayu lanan balok m3 0.018 750,000.00 13,500.00 Kayu dolken 8 - 10 cm btg 2.000 4,500.00 9,000.00 Multiplex 9 mm lbr 0.350 95,000.00 33,250.00 Tukang kayu 0.330 40,000.00 13,200.00 Kep. Tk. kayu 0.033 45,000.00 1,485.00 Pekerja 0.320 30,000.00 9,600.00 Mandor 0.006 40,000.00 240.00

21 Bekisting untuk plat lantai SNI m2 Kayu lanan terentang m3 0.040 710,000.00 28,400.00 Paku kg 0.400 8,590.00 3,436.00 Minyak bekisting lt 0.200 18,000.00 3,600.00 Kayu lanan balok m3 0.015 750,000.00 11,250.00 Kayu dolken 8 - 10 cm btg 6.000 4,500.00 27,000.00 Multiplex 9 mm lbr 0.350 95,000.00 33,250.00 Tukang kayu 0.330 40,000.00 13,200.00 Kep. Tk. kayu 0.033 45,000.00 1,485.00 Pekerja 0.320 30,000.00 9,600.00 Mandor 0.006 40,000.00 240.00

22 Pasang keramik 20/20 SNI 1 m2 Keramik 20/20 m2 1.000 35,000.00 35,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

1 Pasang keramik 60/60 SNI 1 m2 Keramik 60/60 m2 1.000 85,000.00 85,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

23 Pasang keramik30/30 SNI 1 m2 Keramik 30/30 m2 1.000 45,000.00 45,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

24 Pasang granit tile ex. Granito SNI 1 m2 Granit tile 40x40 m2 1.000 145,000.00 145,000.00

Analisa 54 / 90


Rp Rp

PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

Analisa 55 / 90


Rp Rp

25 Pasang Plin lantai granit tile 10x40 SNI 10m' Granit tile 40x40 hitam m2 1.000 165,000.00 165,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

26 Pasang Plin lantai granit tile 10x40 SNI 1m'

27 Pasang granit tile SNI 1 m2 Granit tile 60x60 Ex. China m2 1.000 85,000.00 85,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

28 Pasang Plin lantai granit tile 10x60 SNI 10m' Granit tile 60x60 Ex. China m2 1.000 120,000.00 120,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

29 Pasang Plin lantai granit tile 10x40 SNI 1m'

30 Pasang keramik tekstur 20/20 SNI 1 m2 Keramik tekstur 20/20 m2 1.000 40,000.00 40,000.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

31 Pasang keramik dinding 20/25 SNI 1 m2 Keramik 20/25 m2 1.000 37,500.00 37,500.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

32 Pasang keramik lantai KM 33/33 SNI 1 m2 Keramik 33/33 m2 1.000 37,030.00 37,030.00 PC zak 0.285 39,000.00 11,095.50 Pasir pasang m3 0.042 100,000.00 4,200.00 PC warna zak 0.038 7,000.00 262.50 Tukang batu 0.350 40,000.00 14,000.00 Kep. Tk. batu 0.035 40,000.00 1,400.00 Pekerja 0.620 30,000.00 18,600.00 Mandor 0.030 40,000.00 1,200.00

Analisa 56 / 90


Rp Rp



34 Pasang border keramik dinding KM 1 m' Border keramik 6x25 bh 4.000 16,000.00 64,000.00 PC zak 0.041 39,000.00 1,608.75 Pasir pasang m3 0.003 100,000.00 320.00 PC warna zak 0.100 7,000.00 700.00 Tukang batu 0.090 40,000.00 3,600.00 Kep. Tk. batu 0.009 40,000.00 360.00 Pekerja 0.090 30,000.00 2,700.00 Mandor 0.005 40,000.00 180.00

35 Pasang dinding pelapis marmer bakar SNI Marmer bakar m2 1.00 110,000.00 110,000.00 PC zak 0.311 39,000.00 12,129.00 Pasir pasang m3 0.025 100,000.00 2,500.00 Tukang batu 0.500 40,000.00 20,000.00 Kep. Tk. batu 0.050 40,000.00 2,000.00 Pekerja 0.650 30,000.00 19,500.00 Mandor 0.030 40,000.00 1,200.00

36 Pasang dinding pelapis batu alam SNI Batu alam m2 1.00 125,000.00 125,000.00 PC zak 0.311 39,000.00 12,129.00 Pasir pasang m3 0.025 100,000.00 2,500.00 Tukang batu 0.500 40,000.00 20,000.00 Kep. Tk. batu 0.050 40,000.00 2,000.00 Pekerja 0.650 30,000.00 19,500.00 Mandor 0.030 40,000.00 1,200.00

37 Pasang dinding pelapis batu tempel hitam SNI Batu tempel hitam m2 1.00 55,000.00 55,000.00 PC zak 0.311 39,000.00 12,129.00 Pasir pasang m3 0.025 100,000.00 2,500.00 Tukang batu 0.500 40,000.00 20,000.00 Kep. Tk. batu 0.050 40,000.00 2,000.00 Pekerja 0.650 30,000.00 19,500.00 Mandor 0.030 40,000.00 1,200.00

37 Pasang lantai batu koral sikat SNI Batu koral m2 1.00 90,000.00 90,000.00 PC zak 0.311 39,000.00 12,129.00 Pasir pasang m3 0.025 100,000.00 2,500.00 Tukang batu 0.500 40,000.00 20,000.00 Kep. Tk. batu 0.050 40,000.00 2,000.00 Pekerja 0.650 30,000.00 19,500.00 Mandor 0.030 40,000.00 1,200.00

38 Pasang genteng keramik 1 m2 Genteng keramik M-Class bh 14.000 4,350.00 60,900.00 Paku kg 0.030 8,590.00 257.70 Tukang kayu 0.060 40,000.00 2,400.00

Analisa 57 / 90


Rp Rp

Kep. Tk. kayu 0.006 45,000.00 270.00 Pekerja 0.150 30,000.00 4,500.00 Mandor 0.008 40,000.00 320.00

39 Pasang bubungan 1 m' Nok/bubungan keramik M-Class bh 4.000 13,500.00 54,000.00 PC zak 0.270 39,000.00 10,530.00 Pasir pasang m3 0.032 100,000.00 3,200.00 Tukang kayu 0.200 40,000.00 8,000.00 Kep. Tk. kayu 0.020 45,000.00 900.00 Pekerja 0.400 30,000.00 12,000.00 Mandor 0.002 40,000.00 80.00

Analisa 58 / 90


Rp Rp

40 Penutup atap dengan zingalum BJLS 40 1 m2 Trimdex Zingalum BJLS 40 m2 1.000 70,000.00 70,000.00 Paku/sekrup bh 4.000 1,500.00 6,000.00 Tukang kayu 0.600 40,000.00 24,000.00 Kep. Tk. kayu 0.006 45,000.00 270.00 Pekerja 0.120 30,000.00 3,600.00 Mandor 0.006 40,000.00 240.00

41 Penutup bubungan pada atap zingalum 1 m' Trimdex Zingalum BJLS 40 m2 0.400 70,000.00 28,000.00 Paku/sekrup bh 4.000 1,500.00 6,000.00 Tukang kayu 0.070 40,000.00 2,800.00 Kep. Tk. kayu 0.008 45,000.00 360.00 Pekerja 0.150 30,000.00 4,500.00 Mandor 0.006 40,000.00 240.00

42 Glasswool,alluminium foil,wire mesh 1 m2 Glasswool m2

contoh rab3 [sni]

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