rab fasum pgv

URAIAN ANALISA HARGA SATUAN

( METODE PELAKSANAAN )

PEKERJAAN : PEKERJAAN CUT/FILL

LOKASI :

NO U R A I A N KODE KOEF. SATUAN

A. PEKERJAAN PENGERUKAN SALURANI ASUMSI1 Pekerjaan pengerukan saluran dilakukan secara manual2 Lokasi pekerjaan sepanjang jalan komplek perumahan3 Kondisi existing jalan sedang/baik4 Jam kerja efektif per hari Tk 7.0000 Jam5 Faktor pengembangan bahan Fk 1.1000 -

II URUTAN KERJA1 Saluran yang dikeruk saluran induk 2 Penggalian dilakukan dengan manual3 Truck Bak Pendek membuang bekas galian tersebut ke luar Site

dengan jarak pembuangan sejauh L 5.0000 Km

III PEMAKAIAN BAHAN, ALAT DAN TENAGA1 BAHAN

Tidak ada bahan yang dipakai

2 ALAT- TRUCK 3/4 / DUMP TRUK Kapasitas bak V 4.0000 M3 Faktor efesien alat Fa 0.8300 - Kecepatan rata-rata bermuatan v1 30.0000 Km/Jam Kecepatan rata-rata kosong v2 40.0000 Km/Jam Waktu siklus Ts2 - Waktu tempuh isi = (L/v1) x 60 T1 10.0000 Menit - Waktu tempuh kosong = (L/v2) x 60 T2 7.5000 Menit - Lain-lain ( bongkar muat) T3 35.0000 Menit

Ts2 52.5000 Menit

Kapasitas produksi / jam = (L x Fa x 60 ) / ( Fk x Ts2 ) Q2 4.3117 M3/Jam Koefisien alat / m3 = 1/Q2 0.2319 Jam


- ALAT BANTU Diperlukan alat bantu kecil-kecil : Sekop, keranjang, cangkul dii 1.0000 Lumpsum

- TENAGA Produksi menentukan : Manual Q1 4.3117 M3/Jam Produksi per hari = Tk x Q1 Qt 30.1818 M3

Kebutuhan tenaga - Mandor M 0.5000 Orang - Pekerja P 2.0000 Orang

Koefisien tenaga / m3 - Mandor = ( Tk x M ) / Qt 0.1160 Jam - Tenaga = ( Tk x P ) / Qt 0.4639 Jam

B. PEKERJAAN GALIAN TANAH KERAS (TANAH MENYESUAIKAN LAPANGAN)I ASUMSI1 Pekerjaan galian dilakukan secara mekanis2 Lokasi pekerjaan dalam komplek perumahan3 Kondisi existing jalan sedang/baik4 Jam kerja efektif per hari Tk 7.0000 Jam5 Faktor pengembangan bahan Fk 1.2000 -

II URUTAN KERJA1 Tanah yang digali berada dalam lokasi perumahan KONDISI (Menyesuaikan lapangan)2 Penggalian dilakukan denganBoldozer dan Excavator sekaligus menuangkan

material kedalam Dump Truck3 Dump Truck membuang bekas galian tersebut ke lokasi Blok ..

dengan jarak pembuangan sejauh L 0.2000 Km

III PEMAKAIAN BAHAN, ALAT DAN TENAGA1 BAHAN

Tidak ada bahan yang dipakai

2 ALAT- BOLDOZER D5 Jarak operasi Lh 25.00000 M Panjang efektif Blade b 2.00000 M Faktor efesiensi alat Fa 0.83000 - Total potongan / galian V 0.15000 M Kecepatan c 3.00000 Km/Jam Jumlah lintasan n 4.00000 PP Waktu siklus = ((( n x Lh ) / c ) x 1 jam)/1000 Ts 0.03333 Jam Kapasitas produksi / jam ( Lh x b x V x Fa ) / ( Fk x Ts x n ) Q1 38.90625 M3/Jam Koefisien alat / M3 = 1/Q1 0.02570 Jam


- EXCAVATOR PC 200 Kapasitan bucket V 0.8000 M3 Faktor bucket Fb 0.9500 - Faktor efesiensi alat Fa 0.8300 - Waktu siklus Ts1 - Mengisi / memuat T1 1.5000 Menit - Lain-lain T2 0.5000 Menit

Ts1 2.0000 Menit

Kapasitas produksi / jam = (V x Fa x Fb x 60 ) / ( Fk x Ts1 ) Q1 15.7700 M3/Jam Koefisien alat / m3 = 1/Q1 0.0634 Jam

- DUMP TRUCK Kapasitas bak V 4.0000 M3 Faktor efesien alat Fa 0.8300 - Kecepatan rata-rata bermuatan v1 10.0000 Km/Jam Kecepatan rata-rata kosong v2 20.0000 Km/Jam Waktu siklus Ts2 - Waktu tempuh isi = (L / v1 ) x 60 T1 1.2000 Menit - Waktu tempuh kosong = (L / v2 ) x 60 T2 0.6000 Menit - Lain-lain T3 5.0000 Menit

Ts2 6.8000 Menit

Kapasitas produksi / jam = (V x Fa x 60 ) / ( Fk x Ts2 ) Q2 24.4118 M3/Jam Koefisien alat / m3 = 1/Q2 0.0410 Jam

- ALAT BANTU Diperlukan alat bantu kecil-kecil : Sekop, keranjang, cangkul dii 1.0000 Lumpsum

- TENAGA Produksi menentukan : Buldozer Q1 38.9063 M3/Jam Produksi per hari = Tk x Q1 Qt 272.3438 M3

Kebutuhan tenaga - Mandor M 0.2500 Orang - Pekerja P 1.0000 Orang

Koefisien tenaga / m3 - Mandor = ( Tk x M ) / Qt 0.0064 Jam - Tenaga = ( Tk x P ) / Qt 0.0257 Jam

URAIAN ANALISA HARGA SATUAN

( METODE PELAKSANAAN )

KETERANGAN

KETERANGAN

PERHITUNGAN PEMBESIAN BETON SLOOF

SLOOF 12 / 15

Ø Ø Ø 8 Tulang Pokok 1 M' Ø 8 x 4 = 4 M

15 11 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh

Ø Ø 1 bh beugel uk. 8 x 11 = 8 x 2 = 16 11 x 2 = 22 2 x 2 = 4

8 42 cm

12 Berat Besi / M' Sloof( Bd baja x D² x panjang )

Syarat minimal beton salut 2 cm 1 m' besi beugel Ø 6 : 0.006165 x 6 x 6 x 1 = 0.22 kg 1 buah beugel : 0.09 kg

1 m' besi Pokok Ø 8 : 0.006165 x 8 x 8 x 1 = 0.39 kg

Besi Tulangan Pokok : 1.58 kg Besi beugel 6 bh / m' : 0.47 Kg

: 2.04 kg1 m' konstruksi sloof

1 x 2.04 = 113.57

0.12 x 0.15

SLOOF 10 / 15


1 m³

15 11 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


6 38 cm






1 x 2.00 = 133.33

0.10 x 0.15

SLOOF 10 / 12


12 8 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


6 32 cm



1 m³




1 x 1.93 = 161.11

0.10 x 0.12

SLOOF 15 / 20


20 16 Ø 8 Beugel 1 M' Ø 6 - 20 = 5 bh


11 58 cm






1 x 3.61 = 120.34

0.15 x 0.20

1 m³

1 m³

PERHITUNGAN PEMBESIAN BETON BALOK

BALOK 12 / 15


15 11 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


8 42 cm

12 Berat Besi / M' Balok( Bd baja x D² x panjang )




: 2.04 kg1 m' konstruksi Balok

1 x 2.04 = 113.57

0.12 x 0.15

BALOK 10 / 15


15 11 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh

Ø Ø 1 bh beugel uk. 6 x 11 = 6 x 2 = 12

1 m³

11 x 2 = 22 2 x 2 = 4

6 38 cm






1 x 2.00 = 133.33

0.10 x 0.15

BALOK 10 / 12


12 8 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


6 32 cm




1 m³



1 x 1.93 = 161.11

0.10 x 0.12

BALOK 15 / 20


20 16 Ø 8 Beugel 1 M' Ø 6 - 20 = 5 bh


11 58 cm






1 x 3.61 = 120.34

0.15 x 0.20

PERHITUNGAN PEMBESIAN BETON KOLOM

1 m³

1 m³

KOLOM 15 / 15


15 11 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


11 48 cm

15 Berat Besi / M' Kolom( Bd baja x D² x panjang )




: 2.11 kg1 m' konstruksi Kolom

1 x 2.11 = 93.82

0.15 x 0.15

KOLOM 12 / 12


12 8 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


8 36 cm

1 m³






1 x 1.98 = 137.34

0.12 x 0.12

KOLOM 10 / 10


10 6 Ø 6 Beugel 1 M' Ø 6 - 20 = 5 bh


6 28 cm






1 m³

1 x 1.89 = 188.90

0.10 x 0.10

PERHITUNGAN PEMBESIAN PLAT JEMBATAN SALURAN & TUTUP BEERPUTT

PLAT JEMBATAN 100 X 100 CM & TUTUP BEERPUT

Ø 8 Tulang Pokok 1 M' Ø 8 x 7 = 7 m 2.762 Per

Ø 6 Tulang Pembagi 1 M' Ø 6 x 15 Cm = 7 bh 1.554

Berat Besi / m² Plat Jembatan

1 m' Besi Pembagi : 0.006165 x 6 x 6 x 1 = 0.22 kg

1 : 0.006165 x 8 x 8 x 1 = 0.39 kg

Besi Tulangan Pokok : 2.76 kgBesi Tulang Pembagi : 1.55 Kg

: 4.32 kg1 Bh konstruksi Plat jembatan & Tutup Beerput

Panjang = 0.7 m Type S.1 1 x 4.32 kg = 96.33 kg

Lebar = 0.8 m 0.1 x 0.8 x 0.70 Tebal = 0.08 m


Lebar = 0.8 m 0.08 x 0.8 x 0.80 Tebal = 0.08 m


Lebar = 0.8 m 0.08 x 0.8 x 0.90 Tebal = 0.08 m

1 m³

( Bd baja x D² x panjang )

m' besi Pokok Ø

1 m³

1 m³

1 m³

Panjang = 0.9 m Tutup Beerput 1 x 4.32 kg = 66.60 kg

Lebar = 0.9 m 0.08 x 0.9 x 0.90 Tebal = 0.08 m

PERHITUNGAN PEMBESIAN PLAT DAK TERAS

1 M2 PLAT DAK TERAS T. 7 cm

Ø 8 Tulang Pokok 1 M' Ø 8 x 7 = 7 mPer

Ø 6 Tulang Pembagi 1 M' Ø 6 x 15 Cm = 7 bh

Berat Besi / m2 Plat Dak Teras

1 : 0.006165 x 8 x 8 x 1 = 0.39 kg

1 : 0.006165 x 6 x 6 x 1 = 0.22 kg

Besi Tulangan Pokok : 2.76 kg Besi beugel : 1.55 Kg

: 4.32 kgkonstruksi Plat dak

Panjang = 1 m Dak Teras 1 x 4.32 kg = 53.94 kg

Lebar = 1 m 0.08 x 1.0 x 1.00 Tebal = 0.08 m

Panjang = 1 m Dak Belakang 1 x 4.32 kg = 67.43 kg

Lebar = 0.8 m 0.08 x 0.8 x 1.00 Tebal = 0.08 m

Panjang = 1 m Cantilever 1 x 4.32 kg = 59.94 kg

Lebar = 0.9 m 0.08 x 0.9 x 1.00 Tebal = 0.08 m

1 m³

( Bd baja x D² x panjang )m' besi Pokok Ø

m' besi pembagi Ø

1 m³

1 m³

1 m³

PERHITUNGAN PEMBESIAN PLAT GORONG-GORONG

PLAT BETON GORONG GORONG2 T. 12 CM TYPE GR 1 - 3



Berat Besi / m' Plat Gorong-gorong

1 : 0.006165 x 10 x 10 x 1 = 0.62 kg

1 : 0.006165 x 8 x 8 x 1 = 0.39 kg


: 14.15 kg1 Bh konstruksi Plat Gorong-gorong

Panjang = 1 m Type GR. 1 1 x 14.15 kg = 147.45 kg

Lebar = 0.8 m 0.12 x 0.8 x 1.00 Tebal = 0.12 m


Lebar = 0.9 m 0.12 x 0.9 x 1.00 Tebal = 0.12 m


Lebar = 1 m 0.12 x 1.0 x 1.00 Tebal = 0.12 m

PLAT BETON GORONG GORONG2 T. 12 CM TYPE GR 4 - 5




m' besi pembagi Ø

1 m³

1 m³

1 m³

Berat Besi / m' Plat Gorong-gorong

1 : 0.006165 x 12 x 12 x 1 = 0.89 kg

1 : 0.006165 x 8 x 8 x 1 = 0.39 kg


: 17.95 kg1 Bh konstruksi Plat Gorong-gorong


Lebar = 1.1 m 0.12 x 1.1 x 1.00 Tebal = 0.12 m


Lebar = 1.2 m 0.12 x 1.2 x 1.00 Tebal = 0.12 m


m' besi pembagi Ø

1 m³

1 m³

Daftar Harga Satuan Bahan & Upah Tahun 2012Lokasi : Bandung

Perumahan Pasundan Grand Village

NO. UPAH DAN BHN BANGUNAN SATUAN HARGA

SATUAN

A UPAH TENAGA KERJA. ###

1 M a n d o r 1 Org./Hr 55,000

2 Tukang Kayu 1 Org./Hr 50,000

3 Tukang Batu 1 Org./Hr 50,000

4 Tukang Besi 1 Org./Hr 50,000

5 Tukang Cat 1 Org./Hr 50,000

6 Tukang Las 1 Org./Hr -

7 Tukang Listrik 1 Org./Hr -

8 Tukang Aspal 1 Org./Hr -

6 Masinis 1 Org./Hr 80,000

7 Pembantu Masinis 1 Org./Hr -

8 Pembantu Tukang/Laden 1 Org./Hr 40,000

9 Pekerja Biasa / Tukang Gali 1 Org./Hr 40,000

7 Juru Godog Aspal 3 Org./Hr -

8 Penjaga Api Aspal 1 Org./Hr -

10 Penjaga Malam 1 Org./Hr - -

B. HARGA BAHAN-BANGUNAN. - -

1 Afur bak mandi Bh 3,000

2 Alat bantu Pekerjaan pengaspalan Jalan Ls -

3 Ampelas (Kertas Gosok) Lbr 3,000

4 Aspal Kg 8,000

5 Asbes gelombang 1.8 m x 0.8 m x 3 mm Lembar 25,000







12 Asbes gelombang 3 m x 1.05 m x 4 mm Lembar 96,000









21 Bak Cuci Piring Stainless steel Bh 180,000

22 Bak Mandi fibreglass Tanam uk. 53 x 55 cm Bh 125,000

23 Bak Mandi fibreglass Oval kap. 100 liter uk. 53 x 58 cm Bh 130,000

24 Bak Mandi fibreglass Volume 0.3 M3 Bh 200,000

25 Bak Mandi fibreglass Volume 1 M3 Bh 1,100,000

26 Bambu Petung/Belo P. 3 m Btg 8,000

27 Besi angkur ( kusen ) Paku Besar Uk. 5 " Bh 1,700

28 Batu Alam M2 50,000

29 Batako Bh 1,500

30 Batu Bata Murah Bh 300

31 Batu Bata Bagus Bh 600

32 Batu Kali belah M3 90,000

33 Batu Blondos M3 165,000


SATUAN

34 Split M3 185,000

35 Batu pecah 1/2 M3 100,000

36 Batu pecah 2/3, 3/5 cm M3 141,600

37 Batu pecah 5/7 M3 141,600

38 Batu pecah 0,5/1 (Chiping/Screening) M3 211,012

39 Batu pecah 0- 15 cm M3 167,012

40 Batu pecah 7- 10 cm M3 167,012

41 Batu pecah 5- 7 cm M3 167,012

42 Batu pecah 3- 5 cm M3 200,012

43 Batu pecah 2- 3 cm M3 200,012

44 Batu Granito Kg 15,000

45 Batu Muka Bali Green M2 150,000

46 Batu Muka Kota Agung M2 35,000

47 Batu kerikil M3 211,000

48 Batu Koral M3 211,000

49 Batu Paras M2 70,000

50 Batu Tempel Hitam Bh 94,000

51 Batu Padas Bangkong M3 -

52 Besi Beton Polos Kg 8,500

53 Besi Beton Ulir Kg 17,000

54 Besi klaam ( kuda-kuda ) Kg 10,000

55 Besi siku L. 30.30.3 mm Kg 14,000

56 Besi siku L. 70.70.7 mm x 6 m Btg -

57 Besi Profil Kg 11,000

58 Besi Profil WF Kg 13,500

59 Beton Kanstein 10 x 20 x 50 cm Bh 9,000

60 Bh 30,000

61 Bh 27,500

62 Bh 35,000

63 Bh 50,000

64 Bh 110,000

65 Carpet M2 12,500

66 Carpet 80%Wool,20% Nylon M2 26,000

67 Cat Genteng Kg -

68 Cat Kayu Kg 34,000

69 Cat Menie Kg 15,000

70 Cat Tembok Kg 30,000

71 Closet Duduk/Monoblock Bh 2,737,600

72 Closet Jongkok Porselein Bh 75,000

73 Conblock 9,5x19.5x39 Bh 1,200

74 Dempul/Plamur Kayu Kg 10,500

75 Dempul/Plamur Tembok Kg 40,000

76 Btg 21,000

77 Door Closer Bh 155,000

78 Door Holder Bh 147,000

79 Door Stop Bh 26,000

80 Engsel - H dia. 3" Ps 12,500

Buis Beton U Ǿ 20 cm



Buis Beton Ǿ 80 cm t=50 cm

Buis Beton Ǿ 80 cm t=100 cm

Dolken kayu Kelas III Ø 8 - 10/400


SATUAN

81 Engsel - H dia. 4" Ps 15,000

82 Engsel - Kupu-kupu uk. 3" Ps -

83 Engsel - Kupu-kupu uk. 4" Ps -

84 Eternit Plaat uk.1x1 M Lb 7,500

85 Genteng Plentong Bh 800

86 Genteng Plentong Nok Bh 15,000

87 Genteng plentong Super Bh 1,600

88 Genteng beton Lbr 6,000

89 Genteng beton Nok Lbr 8,000

90 Genteng keramik Lbr 7,500

91 Genteng keramik nok Lbr 15,000

92 Genteng Mantili Bh 5,000

93 Genteng Nok Mantili Bh 10,000

94 Genteng Morando Bh 3,000

95 Genteng Morando Nok Bh 9,000

96 Genteng Metal Polos Lb 28,000

97 Genteng Metal Berpasir Lb 80,000

98 Genteng Metal Nock Lb 26,600

99 Genteng Decra Bond M2 180,000

100 Genteng Seng plat BJLS 0.20 lbr 50,000

101 Genteng Asbes Gel Mini lbr 62,000

102 Genteng Nok Asbes Gel Mini lbr 20,000

103 Grendel Bh 12,500

104 Gypsum Board Lbr 58,000

105 Got U-15 L. 100 cm Bh 25,000

106 Got U-20 L. 100 cm Bh 25,000

107 Got U-30 L. 100 cm Bh 40,000

108 Got U-40 L. 100 cm Bh -

109 Hak Angin Bh 20,000

110 Handel Pintu Bh 100,000

111 Ijuk Kg 7,000

112 Jendela nako (Rangka + Kaca 5 mm) M2 160,000

113 Kabel NYY 2,5 mm (2 x 2,5) M' 9,000

114 Kabel NYY 2,5 mm (3 x 2,5) M' 12,000

115 Kaca Cermin tebal 5 MM M2 110,000



118 Kaca patri Tebal 5 mm M2 1,600,000

119 Kaca Biasa tebal 5 MM M2 65,000

120 Kaca Biasa tebal 3 MM M2 39,000

121 Kaca Polos tebal 3 mm M2 50,000




125 Kaca Buram tebal 3 MM M2 150,000

126 Kait angin Bh 7,500

127 Kapur M3 175,000

128 Kawat Beton Kg 12,000

129 Kawat Burung M2 20,000

130 Kayu Bakar aspal M3 -

131 Kayu Balok Lokal 2/3,3/4,4/6 & 5/7 M3 2,752,575

132 Kayu Balok Lokal 6/12 Gording/Kuda-kuda M3 4,500,000

133 Kayu Balok Lokal Uk. 6/12 untuk Kusen M3 2,750,000

134 Kayu Balok Meranti 2/3,3/4,4/6 & 5/7 M3 3,500,000


SATUAN

135 Kayu Balok Suren/Wiyu Uk. 6/12 M3 3,000,000

136 Kayu Balok Ulin Uk. 10/10 Cm Klas 3 M3 -

137 Kayu Bekisting M3 1,500,000

138 Btg -

139 Kayu Papan Bekisting M3 1,500,000

140 Kayu Papan Lisplank 2/20 M3 2,850,000

141 Kayu kelas I (Balok) M3 7,000,000

142 Kayu kelas I (Papan) M3 8,000,000

143 Kayu kelas II (2x3 cm) M3 2,400,000



146 Kayu kelas II (Balok) M3 2,700,000

147 Kayu kelas II (Papan) M3 3,500,000

148 Kayu kelas III (Balok) M3 1,800,000

149 Kayu kelas III (Papan) M3 2,000,000

150 Kayu profil M' 19,000

151 Keramik Tile 30/30 Motif M2 30,000

152 Keramik Tile 30/30 polos M2 30,000

153 Keramik Tile 20/20 M2 30,000

154 Keramik Tile 10/20 & 20/25 M2 34,500

155 Kloset Duduk / Monoblok Bh 1,500,000

156 Kloset jongkok Porselen Bh 120,000

157 Kloset Jongkok Teraso Bh 85,000

158 Knie GIP Ø 1/2" Bh -

159 Knie PVC Ø 1/2" AW Bh 2,500

160 Knie PVC Ø 1" Bh 4,000

161 Knie PVC Ø 2" Bh -

162 Knie PVC Ø 3" Bh 3,500

163 Knie PVC Ø 4" Bh 9,000

164 Kran air dia 1/2" vernekel Bh 35,000

165 Kran air dia 1/2" Leher Angsa Bh 50,000

166 Kunci-2 Slaag Setara Yale/Beluci Bh 130,000

167 Kunci-2 Slaag setra Royal/Kuda Terbang Bh 88,000

168 Kuwas Bh 5,500

169 Lampu Pijar 25 watt Bh 7,500

170 Lampu Pijar 40 watt Bh 12,000

171 lampu SL 18 watt Bh 31,000

172 lampu SL 24 watt Bh 40,000

173 Lampu TL 1 x 20 watt Lengkap Bh 17,500

174 Lampu TL 2 x 20 watt Lengkap Bh 25,000

175 Lem Kayu Kg 17,000

176 Lem PVC Tube 4,500

177 Lis kaca kayu uk. 1 x 3 cm M' 750

178 Lis plafond kayu 3 x 3 cm M' 15,000

179 Lisplank Cement Silica uk. 0.8x20 cm M' 12,000

180 ListPlank Zincalume M' 70,000

181 List Gypsum profil M' 20,500

182 Minyak Bikesting Kg 7,500

183 Minyak cat Kg 12,000

184 Minyak Pelumas Diesel (Olie) Ltr 50,000

185 Minyak Solar Ltr 5,500

186 Padas Urug M3 32,500

187 Paku Biasa uk. 1 - 1,5 " Kg 14,000

188 Paku Biasa uk. 2-5" Kg 14,000

Kayu Dolken Ø 8 - 10 cm Panjang 3 m


SATUAN

189 Paku Seng Kg 17,500

190 Paku/mur/baut bh 600

191 Paku Triplek Kg 14,500

192 Papan Nama Jalan Lengkap Bh 200,000


SATUAN

193 Pasir Urug M3 80,000

194 Pasir Batu (Sirtu) M3 162,000

195 Pasir Beton (Muntilan) M3 105,000

196 Pasir Pasang M3 95,000

197 Paving Block tbl. 5 - 6 Cm - 200 kg/m2 M2 -

198 Paving Block tbl. 6 Cm - 300 kg/m2 M2 38,000

199 Paving Block tbl. 8 Cm - 300 kg/m2 M2 95,000

200 Paving Block tbl. 10 Cm - 300 kg/m2 M2 -

201 PC (Portland Cement) berat 50 kg Zak 62,000

202 PC (Portland Cement) berwarna Putih Kg 7,000

203 Pengukuran,Pematokan Lapangan M2 500

204 Pintu doubel triplex Bh 175,000

205 Pintu Panil kayu lokal Bh 190,000

206 Pintu PVC lengkap Bh 190,000

207 Bt 129,500

208 Bt 97,500

209 Pipa PVC Ø 1/2" AW Bt 18,000

210 Pipa PVC Ø 1" Bt 11,500

211 Pipa PVC Ø 1 1/4" Bt 18,000

212 Pipa PVC Ø 2" Bt -

213 Pipa PVC Ø 3" Bt 96,000

214 Pipa PVC Ø 4" Bt 110,000

215 Pipa Hawa PVC 1 1/4 " + Accessories Bh 11,500

216 Pohon Penghijauan (Angsana t : 1,5 m) Bt 90,000

217 Pupuk Kandang Kg 2,000

218 Rooster/lubang angin uk. 20 x 20 cm / 15 x 25 cm (terpasang) Bh 10,000

219 Bh 30,000

220 Rooster/lubang angin uk. 20 x 40 cm (terpasang) Bh 7,000

221 Saringan Air Mangkok Bh 25,500

222 Saringan air plat plastik Bh 5,000

223 Seltipe Roll 2,500

224 Semen Putih Z a k 60,000

225 Seng Plaat BJLS.22 lb. 40 cm M' 27,500

226 Seng Plaat BJLS.22 lb. 90 cm M' 32,500

227 M' -

228 Soket PVC Ø 1/2 Bh 1,000

229 Tanah Urug M3 45,625

230 Tee Pipa PVC Ø 1¼ " Bh 1,500

231 Triplex t.3 MM uk.0,9 x2,10M Lb 44,000

232 Triplex t.4 MM uk.0,9 x2,10M Lb 55,000

233 Triplex t.6 MM uk.1.22x2.44M Lb 60,000

234 Stop Kontak Bh 6,500

235 Saklar Bh 6,500

236 Kabel NYM 3 x 2,5 Roll 120,000

237 Kabel NYM 2 x 2,5 Roll 120,000

238 Lampu Bh 20,000

239 MCB 2A & 4A Bh 35,000

240 MCB 6A, 10A, 16A, 20A Bh 32,500

241 MCB 25A, Bh 37,000

242 MCB 32A Bh 39,000

243 Wastafel Bh 450,000 -

B. SEWA ALAT 80,000 1 Stone wales Hr 26,000 2 Bull Dozer Jm 125,000 3 Dump Truck Jm 225,000

Pipa GIP Medium Ø ½ "

Pipa Galvanis Ø 4" p. 6 m

Rooster/lubang angin Bulat Ø 40 cm (terpasang)

Soket Gip Ø 1/2


SATUAN

4 Excavator -

ANALISA HARGA SATUAN PEKERJAAN PEKERJAAN PEMBANGUNAN RUMAH

Lokasi : Bandung

H. SATUAN HARGA UPAH JUMLAH

NO. KOEF. SAT U R A I A N. BAHAN/UPAH BAHAN TENAGA H. SATUAN

( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

A. PEKERJAAN RUMAH :

I. PEKERJAAN PERSIAPAN/TANAH :

1 PASANGAN BOUWPLANK / M'.

0.0054 M3 Kayu Kaso 4/6 & 2/3 1,500,000.00 8,100.00 - 8,100.00

0.0250 Kg Paku biasa uk. 2" - 5" 14,000.00 350.00 - 350.00

0.0070 Uph Mandor 55,000.00 - 385.00 385.00

0.0700 Uph Tukang Kayu 50,000.00 - 3,500.00 3,500.00

JUMLAH 8,450.00 3,885.00 12,335.00

M' Pas. Bouplank (Bahan 2 x pakai) 4,225.00 3,885.00 8,110.00

Dibulatkan 8,110.00

2 1 M3 GALIAN TANAH BIASA SEDALAM 1 M

0.0400 Uph Mandor 55,000.00 - 2,200.00 2,200.00

0.4000 Uph Pekerja/tukang gali 40,000.00 - 16,000.00 16,000.00

JUMLAH - 18,200.00 18,200.00

Dibulatkan 18,200.00

3 1 M3 GALIAN TANAH KERAS SEDALAM 1 M

0.0625 Uph Mandor 55,000.00 - 3,437.50 3,437.50


JUMLAH - 28,437.50 28,437.50


4 1 M3 URUGAN TANAH KEMBALI

0.0092 Uph Mandor 55,000.00 - 506.00 506.00


JUMLAH - 4,186.00 4,186.00

Dibulatkan 4,180.00

5 1 M3 PEMBUANGAN TANAH SEJAUH 50 M

0.0258 Uph Mandor 55,000.00 - 1,419.00 1,419.00


JUMLAH - 11,739.00 11,739.00


6 1 M3 PERATAAN TANAH

0.0125 Uph Mandor 55,000.00 - 687.50 687.50


JUMLAH - 4,687.50 4,687.50

Dibulatkan 4,680.00

7 1 M3 URUGAN PASIR BAWAH LANTAI & PONDASI

1.2000 M3 Pasir urug 80,000.00 96,000.00 - 96,000.00

0.0100 Uph Mandor 55,000.00 - 550.00 550.00


JUMLAH 96,000.00 12,550.00 108,550.00


II. PEKERJAAN PONDASI :

1 1 M3 PAS.BATUKALI AD. 1 Pc : 5 Ps

2.7200 Zak PC (Portland Cement ) 50 kg 62,000.00 168,640.00 - 168,640.00

1.1000 M3 Batu kali belah 90,000.00 99,000.00 - 99,000.00

0.5440 M3 Pasir pasang 95,000.00 51,680.00 - 51,680.00

0.0750 Uph Mandor 55,000.00 - 4,125.00 4,125.00

0.6000 Uph Tukang batu 50,000.00 - 30,000.00 30,000.00

1.5000 Uph Pembantu tukang/laden 40,000.00 - 60,000.00 60,000.00

JUMLAH 319,320.00 94,125.00 413,445.00


2 1 M' PAS. PONDASI TERAS ROLAAG CONBLOK BATA AD. 1 Pc : 3 Ps

0.0330 M3 Galian Tanah 18,200.00 18,200.00 600.60 18,800.60

0.2000 M2 Pas. Batu Bata Ad. 1 Pc : 3 Ps 86,180.00 17,236.00 17,236.00

JUMLAH 35,436.00 600.60 36,036.60


2 1 M3 PAS.BATUKALI AD. 1 Pc : 4 Ps




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

1.1000 M3 Batu kali belah 90,000.00 99,000.00 - 99,000.00

0.5200 M3 Pasir pasang 95,000.00 49,400.00 - 49,400.00

0.0750 Uph Mandor 55,000.00 - 4,125.00 4,125.00

0.6000 Uph Tukang batu 50,000.00 - 30,000.00 30,000.00


JUMLAH 350,520.00 94,125.00 444,645.00


3 1 M3 PAS. BATU KALI ad. 1 Pc : 3 Kp : 10 Ps


1.1000 M3 Batu kali belah 90,000.00 99,000.00 - 99,000.00

0.4920 M3 Pasir pasang 95,000.00 46,740.00 - 46,740.00

0.1470 M3 Kapur 175,000.00 25,725.00 - 25,725.00

0.0750 Uph Mandor 55,000.00 - 4,125.00 4,125.00

0.6000 Uph Tukang batu 50,000.00 - 30,000.00 30,000.00


JUMLAH 266,015.00 94,125.00 360,140.00


4 1 M3 PAS. PONDASI PLAT SETEMPAT 60X60X20 CM

1.5250 Zak PC (Portland Cement ) 40 kg - - - -

0.4920 M3 Batu kali belah 200,012.00 98,405.90 - 98,405.90

0.4920 M3 Pasir pasang 129,500.00 63,714.00 - 63,714.00

0.1470 M3 Kapur - - - -

0.0750 Uph Mandor 40,000.00 - 3,000.00 3,000.00

0.6000 Uph Tukang batu - - - -


JUMLAH 162,119.90 15,000.00 177,119.90


III. PEKERJAAN BETON :

1 1 M3 MEMBUAT BETON AD. 1 Pc : 3 Ps : 5 KrL


0.5200 M3 Pasir beton 105,000.00 54,600.00 - 54,600.00

0.8700 M3 Koral beton 185,000.00 160,950.00 - 160,950.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0800 Uph Mandor 55,000.00 - 4,400.00 4,400.00

0.2500 Uph Tukang batu 50,000.00 - 12,500.00 12,500.00


JUMLAH 553,450.00 82,900.00 636,350.00


2 1 M2 PAS. LANTAI BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 5 Cm (DI ACI)

0.0500 M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 636,350.00 31,817.50 - 31,817.50

1.0000 M2 Acian 9,200.00 9,200.00 - 9,200.00

JUMLAH 41,017.50 - 41,017.50


3 1 M2 PAS. BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 6 Cm

0.0600 M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 636,350.00 38,181.00 38,181.00


4 1 M2 PAS. BETON AD. 1 Pc : 3 Ps : 5 KrL Tbl. 8 Cm

0.0800 M3 Beton Rabat ad. 1 Pc : Ps : 5 Krl 636,350.00 50,908.00 50,908.00


5 1 M3 MEMBUAT BETON BERTULANG AD. 1 Pc : 2 Ps : 3 KrL


0.5400 M3 Pasir beton 105,000.00 56,700.00 - 56,700.00

0.8100 M3 Koral beton 185,000.00 149,850.00 - 149,850.00

1.0000 Uph Mandor 55,000.00 - 55,000.00 55,000.00

0.3500 Uph Tukang batu 50,000.00 - 17,500.00 17,500.00


JUMLAH 727,350.00 152,500.00 879,850.00


5 1 M2 PAPAN BEGESTING

0.1000 Ltr Minyak Bekesting 7,500.00 750.00 - 750.00

0.3000 Kg Paku biasa uk. 2" - 5" 14,000.00 4,200.00 - 4,200.00

0.0440 M3 Kayu Bekisting 1,500,000.00 66,000.00 - 66,000.00

0.0260 OH Mandor 55,000.00 - 1,430.00 1,430.00

0.2600 OH Tukang Kayu 50,000.00 - 13,000.00 13,000.00

0.3000 OH Pembantu tukang/laden 40,000.00 - 12,000.00 12,000.00

JUMLAH 70,950.00 26,430.00 97,380.00


6 PASANG BEKISTING UNTUK 1 M3 BETON

5.0000 x Bekisting 97,380.00 486,900.00




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

7 PAS LOCIS KUSEN / BH

0.0011 m3 Beton tak betulang 1:2:3 pakai cetakan 1,123,250.00 1,213.11 - 1,213.11

0.1665 m2 Finishing / Acian 9,200.00 1,531.80 - 1,531.80

JUMLAH 2,744.91 - 2,744.91

Dibulatkan 2,740.00

IV. PEKERJAAN PEMBESIAN :

1 PEKERJAAN PEMBESIAN 1 KG DENGAN BESI POLOS

1.0500 KG Besi beton (polos/ulir) 8,500.00 8,925.00 - 8,925.00

0.0150 KG Kawat beton 12,000.00 180.00 - 180.00

0.0003 Uph Mandor 55,000.00 - 16.50 16.50

0.0100 Uph Tukang besi 50,000.00 - 500.00 500.00

0.0100 Uph Pembantu tukang/laden 40,000.00 - 400.00 400.00

JUMLAH 9,105.00 916.50 10,021.50


SLOOF

1 PEKERJAAN PEMBESIAN SLOOF ( 12 X 15 ) 113.57 KG BESI (Ø 8 mm & Ø 6 mm)

113.5730 KG Besi beton (polos/ulir) 10,020.00 1,138,001.46 - 1,138,001.46

JUMLAH 1,138,001.46 - 1,138,001.46

Dibulatkan 1,138,000.00



JUMLAH 1,335,950.57 - 1,335,950.57




JUMLAH 1,614,342.24 - 1,614,342.24




JUMLAH 1,205,814.82 - 1,205,814.82


RING BALK

1 PEKERJAAN PEMBESIAN RING BALK ( 12 X 15 ) 113.57 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 1,138,001.46 - 1,138,001.46




JUMLAH 1,335,950.57 - 1,335,950.57




JUMLAH 1,614,322.20 - 1,614,322.20




JUMLAH 1,205,814.82 - 1,205,814.82


KOLOM

1 PEKERJAAN PEMBESIAN KOLOM ( 15 X 15 ) 93.82 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 940,052.35 - 940,052.35




JUMLAH 1,376,171.85 - 1,376,171.85




JUMLAH 1,892,733.91 - 1,892,733.91


PLAT DAK

1 PEKERJAAN PEMBESIAN DAK TERAS (1M X 1M X 7 CM) 54 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 540,516.38 - 540,516.38



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8


JEMBATAN MASUK RUMAH & TUTUP BEERPUT

1 PEK. PEMBESIAN JEMBATAN MASUK RUMAH TYPE S1 96.33 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 965,207.81 - 965,207.81


2 PEK. PEMBESIAN JEMBATAN MASUK RUMAH TIPE S2 84.29 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 844,556.84 - 844,556.84


3 PEK. PEMBESIAN JEMBATAN MASUK RUMAH TIPE S3 74.92 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 750,717.19 - 750,717.19


4 PEKERJAAN PEMBESIAN TUTUP BEERPUT 66.60 KG BESI (Ø 8 mm & Ø 6 mm)


JUMLAH 667,304.17 - 667,304.17


PLAT GORONG-GORONG

1 PEK. PEMBESIAN PLAT GORONG2 (GR 1) 147.45 KG BESI (Ø 10 mm & Ø 8 mm)


JUMLAH 1,477,411.42 - 1,477,411.43




JUMLAH 1,313,254.60 - 1,313,254.60




JUMLAH 1,181,929.14 - 1,181,929.14


4 PEK. PEMBESIAN PLAT GORONG2 (GR 4) 136 KG BESI (Ø 12 mm & Ø 8 mm)


JUMLAH 1,362,756.44 - 1,362,756.44




JUMLAH 1,249,193.40 - 1,249,193.40


V. PEKERJAAN BETON BERTULANG :

PAS. BETON SLOOF

1 1 M3 PEK. BETON BERTULANG SLOOF UK. 12 X 15 CM

1.0000 M3 Pas. Cor Beton Ad. 1 Pc : 2 Ps : 3 Krl 879,850.00 879,850.00 - 879,850.00

1.0000 Ls Pembesaian 113.57 Kg 1,138,000.00 1,138,000.00 - 1,138,000.00

1.0000 Ls Papan Bekisting 1 M3 Beton 486,900.00 486,900.00 - 486,900.00

JUMLAH Rp. 2,504,750.00




1.0000 Ls Pembesaian 133.33 Kg 1,335,950.00 1,335,950.00 - 1,335,950.00


JUMLAH Rp. 2,702,700.00




1.0000 Ls Pembesaian 161.11 Kg 1,614,340.00 1,614,340.00 - 1,614,340.00


JUMLAH Rp. 2,981,090.00




1.0000 Ls Pembesaian 120.34 Kg 1,205,810.00 1,205,810.00 - 1,205,810.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8


JUMLAH Rp. 2,572,560.00


PAS. BETON RINGBALK

1 1 M3 PEK. BETON BERTULANG RING BALK UK. 12 X 15 CM


1.0000 Ls Pembesaian 113.57 Kg 1,138,000.00 1,138,000.00 - 1,138,000.00


JUMLAH Rp. 2,504,750.00




1.0000 Ls Pembesaian 133.33 Kg 1,335,950.00 1,335,950.00 - 1,335,950.00


JUMLAH Rp. 2,702,700.00




1.0000 Ls Pembesaian 161.11 Kg 1,614,340.00 1,614,340.00 - 1,614,340.00


JUMLAH Rp. 2,981,090.00




1.0000 Ls Pembesaian 120.34 Kg 1,205,810.00 1,205,810.00 - 1,205,810.00


JUMLAH Rp. 2,572,560.00


PAS. BETON KOLOM

1 1 M3 PEK. BETON BERTULANG UNTUK KOLOM PRAKTIS UK. 10 X 10 CM


1.0000 Ls Pembesian 93.82 Kg 940,050.00 940,050.00 - 940,050.00


JUMLAH Rp. 2,306,800.00




1.0000 Ls Pembesian 137.34 Kg 1,376,170.00 1,376,170.00 - 1,376,170.00


JUMLAH Rp. 2,742,920.00




1.0000 Ls Pembesian 188.9 Kg 1,892,730.00 1,892,730.00 - 1,892,730.00


JUMLAH Rp. 3,259,480.00


PAS. BETON PLAT DAK

1 1 M3 PEK. BETON BERTULANG UNTUK DAK TERAS


1.0000 Ls Pembesian 54 Kg 540,510.00 540,510.00 - 540,510.00


JUMLAH Rp. 1,907,260.00


2 1 M2 PEK. DAK TERAS / KANTILEVER T. 8 CM

0.0800 M3 Pas. Cor Beton Bertulang 1,907,260.00 152,580.80 152,580.80

10.00 btg Bambu petung 8,000.00 80,000.00 80,000.00

JUMLAH Rp. 232,580.80


PAS. BETON JEMBATAN MASUK RUMAH

1 1 M3 PEK. BETON BERTULANG UNTUK JEMBATAN MASUK RUMAH T. 8 CM S1


1.0000 Ls Pembesian 96.33 Kg 965,200.00 965,200.00 - 965,200.00


JUMLAH Rp. 2,331,950.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8




1.0000 Ls Pembesian 84.29 Kg 844,550.00 844,550.00 - 844,550.00


JUMLAH Rp. 2,211,300.00




1.0000 Ls Pembesian 74.92 Kg 750,710.00 750,710.00 - 750,710.00


JUMLAH Rp. 2,117,460.00


4 1 M3 PEK. BETON BERTULANG 66.60 kg UNTUK TUTUP BEERPUT T. 8 CM


1.0000 Ls Pembesian 66.60 Kg 667,300.00 667,300.00 - 667,300.00


JUMLAH Rp. 2,034,050.00


PAS. BETON PLAT GORONG - GORONG

1 1 M3 PEK. BETON BERTULANG UNTUK PLAT GORONG 2 TYPE GR.1


1.0000 Ls Pembesian 147.45 Kg 1,477,410.00 1,477,410.00 - 1,477,410.00


JUMLAH Rp. 2,844,160.00




1.0000 Ls Pembesian 131.06 Kg 1,313,250.00 1,313,250.00 - 1,313,250.00


JUMLAH Rp. 2,680,000.00




1.0000 Ls Pembesian 117.96 Kg 1,181,920.00 1,181,920.00 - 1,181,920.00


JUMLAH Rp. 2,548,670.00




1.0000 Ls Pembesian 136 Kg 1,362,750.00 1,362,750.00 - 1,362,750.00


JUMLAH Rp. 2,729,500.00




1.0000 Ls Pembesian 124.67 Kg 1,249,190.00 1,249,190.00 - 1,249,190.00


JUMLAH Rp. 2,615,940.00


VI. PEKERJAAN PASANGAN DINDING :

1 M2 DINDING PAPAN

0.05280 lbr Papan 2/20 65,000.00 3,432.00 - 3,432.00

14.00000 kg Paku 7 cm 14,000.00 196,000.00 - 196,000.00

0.00250 Uph Mandor 55,000.00 - 137.50 137.50

0.10000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00


JUMLAH 199,432.00 7,137.50 206,569.50


1 1 M2 PAS. BATU BATA TEBAL ½ BATA AD. 1 Pc : 3 Ps


70.0000 Bh Batu bata uk. 5 x 11 x 22 cm 600.00 42,000.00 - 42,000.00

0.0400 M3 Pasir pasang 95,000.00 3,800.00 - 3,800.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00


JUMLAH 63,618.80 18,625.00 82,243.80





0.0430 M3 Pasir pasang 95,000.00 4,085.00 - 4,085.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00


JUMLAH 60,345.00 18,625.00 78,970.00





0.0450 M3 Pasir pasang 95,000.00 4,275.00 - 4,275.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00


JUMLAH 58,278.20 18,625.00 76,903.20





0.0500 M3 Pasir pasang 95,000.00 4,750.00 - 4,750.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00


JUMLAH 54,810.00 18,625.00 73,435.00


5 1 M2 PAS.CONBLOK AD. 1 Pc : 5 Ps


15.0000 Bh Conblok 1,200.00 18,000.00 - 18,000.00

0.0500 M3 Pasir pasang 95,000.00 4,750.00 - 4,750.00

0.0150 M3 Kapur 175,000.00 2,625.00 - 2,625.00

0.0250 Uph Mandor 55,000.00 - 1,375.00 1,375.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00


JUMLAH 30,955.00 19,175.00 50,130.00


6 1 M2 PAS. BATUKO TEBAL ½ BATA AD. 1 Pc : 3 Ps 0.2299 Zak PC (Portland Cement ) 50 kg 62,000.00 14,255.04 - 14,255.04

33.0000 Bh Batuko uk. 8 x 13 x 23 cm 1,500.00 49,500.00 - 49,500.00

0.0400 M3 Pasir pasang 95,000.00 3,800.00 - 3,800.00

0.0150 Uph 0 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00

0.3200 Uph 0 40,000.00 - 12,800.00 12,800.00

JUMLAH 67,555.04 18,625.00 86,180.04


7 1 M2 PAS. BATUKO TEBAL ½ BATA AD. 1 Pc : 4 Ps 0.2070 Zak PC (Portland Cement ) 40 kg 62,000.00 12,834.00 - 12,834.00 33.0000 Bh Batuko uk. 8 x 13 x 23 cm 1,500.00 49,500.00 - 49,500.00

0.0430 M3 Pasir pasang 95,000.00 4,085.00 - 4,085.00

0.0150 Uph 0 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00

0.3200 Uph 0 40,000.00 - 12,800.00 12,800.00

JUMLAH 66,419.00 18,625.00 85,044.00


8 1 M2 PAS. BATUKO TEBAL ½ BATA AD. 1 Pc : 5 Ps 0.1936 Zak PC (Portland Cement ) 40 kg 62,000.00 12,003.20 - 12,003.20

33.0000 Bh Batuko uk. 8 x 13 x 23 cm 1,500.00 49,500.00 - 49,500.00

0.0450 M3 Pasir pasang 95,000.00 4,275.00 - 4,275.00

0.0150 Uph 0 55,000.00 - 825.00 825.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00

0.3200 Uph 0 40,000.00 - 12,800.00 12,800.00

JUMLAH 65,778.20 18,625.00 84,403.20


9 1 M2 PAS. BATUKO TEBAL ½ BATA AD. 1 Pc : 8 Ps


33.0000 Bh Batu bata uk. 5 x 11 x 22 cm 1,500.00 49,500.00 - 49,500.00

0.0500 M3 Pasir pasang 95,000.00 4,750.00 - 4,750.00

0.0150 Uph 0 55,000.00 - 825.00 825.00

0.1000 Uph Tukang Batu 50,000.00 - 5,000.00 5,000.00

0.3200 Uph 0 40,000.00 - 12,800.00 12,800.00

JUMLAH 62,310.00 18,625.00 80,935.00


VII. PEKERJAAN PLASTERAN DINDING : 3 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Ps, TEBAL 15 MM


0.0190 M3 Pasir pasang 95,000.00 1,805.00 - 1,805.00

0.0200 Uph Mandor 55,000.00 - 1,100.00 1,100.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00

0.2000 Uph Pembantu tukang/laden 40,000.00 - 8,000.00 8,000.00 JUMLAH 9,840.20 16,600.00 26,440.20


4 1 M2 PLESTERAN DINDING AD. 1 Pc : 4 Ps, TEBAL 15 MM


0.0200 M3 Pasir pasang 95,000.00 1,900.00 - 1,900.00

0.0200 Uph Mandor 55,000.00 - 1,100.00 1,100.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00



5 1 M2 PLESTERAN DINDING AD. 1 Pc : 5 Ps, TEBAL 15 MM


0.0220 M3 Pasir pasang 95,000.00 2,090.00 - 2,090.00

0.0200 Uph Mandor 55,000.00 - 1,100.00 1,100.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00



15 1 M2 PLESTERAN DINDING AD. 1 Pc : 3 Kp : 10 Ps, TEBAL 15 MM


0.0060 M3 Kapur 175,000.00 1,050.00 - 1,050.00

0.0140 M3 Pasir pasang 95,000.00 1,330.00 - 1,330.00

0.0200 Uph Mandor 55,000.00 - 1,100.00 1,100.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00 0.2000 Uph Pembantu tukang/laden 40,000.00 - 8,000.00 8,000.00

JUMLAH 5,232.00 16,600.00 21,832.00


16 1 M' PLESTERAN BAN-BANAN AD. 1 Pc : 2 Ps, TINGGI 5 CM, LEBAR 14 CM


0.0062 M3 Pasir pasang 95,000.00 585.20 - 585.20

0.0150 Uph Mandor 55,000.00 - 825.00 825.00 0.2750 Uph Tukang Batu 50,000.00 - 13,750.00 13,750.00 0.1500 Uph Pembantu tukang/laden 40,000.00 - 6,000.00 6,000.00

JUMLAH 1,747.70 20,575.00 22,322.70 Dibulatkan 22,320.00

17 1 M' PLESTERAN BAN-BANAN AD. 1 Pc : 2 Ps, TINGGI 20 mm, LEBAR 10 CM

0.0125 Zak PC (Portland Cement ) 40 kg 62,000.00 775.00 - 775.00

0.0019 M3 Pasir pasang 95,000.00 182.88 - 182.88

0.0100 Uph Mandor 55,000.00 - 550.00 550.00

0.2500 Uph Tukang Batu 50,000.00 - 12,500.00 12,500.00

0.1000 Uph Pembantu tukang/laden 40,000.00 - 4,000.00 4,000.00 JUMLAH 957.88 17,050.00 18,007.88


18 1 M2 PLESTERAN CIPRAT/CAMPROTAN AD. 1 Pc : 2 Ps 0.1080 Zak PC (Portland Cement ) 40 kg 62,000.00 6,696.00 - 6,696.00 0.0060 M3 Pasir pasang 95,000.00 570.00 - 570.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0130 Uph Mandor 55,000.00 - 715.00 715.00

0.1000 Uph Tukang batu 50,000.00 - 5,000.00 5,000.00

0.1000 Uph Pekerja 40,000.00 - 4,000.00 4,000.00

JUMLAH 7,266.00 9,715.00 16,981.00


19 1 M2 PLESTERAN SIAR AD. 1 Pc : 2 Ps


0.0120 M3 Pasir pasang 95,000.00 1,140.00 - 1,140.00

0.0140 Uph Mandor 55,000.00 - 770.00 770.00

0.1400 Uph Tukang Batu 50,000.00 - 7,000.00 7,000.00


JUMLAH 10,967.00 13,770.00 24,737.00


17 1 M2 ACIAN 0.0813 Zak PC (Portland Cement ) 40 kg 62,000.00 5,037.50 - 5,037.50 0.0075 Uph Mandor 55,000.00 - 412.50 412.50

0.0750 Uph Tukang Batu 50,000.00 - 3,750.00 3,750.00

- Uph Pembantu tukang/laden 40,000.00 - - -

JUMLAH 5,037.50 4,162.50 9,200.00

Dibulatkan 9,200.00

VIII. PEKERJAAN KUZEN KAYU :

1 1 M3 PEKERJAAN KOZEN KAYU 1.2000 M3 Kayu lokal Keras 6/12 2,750,000.00 3,300,000.00 - 3,300,000.00

1.2500 kg Paku biasa uk. 2" - 5" 14,000.00 17,500.00 - 17,500.00

0.3000 Uph Mandor 55,000.00 - 16,500.00 16,500.00

18.0000 Uph Tukang kayu 50,000.00 - 900,000.00 900,000.00


JUMLAH 3,317,500.00 1,156,500.00 4,474,000.00


1 m3 = 138.89 m' 1.0000 m' Kozen jadi 32,212.54 32,212.54


2 1 BH PEKERJAAN KOZEN P.1

0.0457 M3 Kayu lokal Keras 6/12 4,474,000.00 204,551.28 - 204,551.28

6.0000 bh Besi Angkur/Paku uk. 5 " 1,700.00 10,200.00 - 10,200.00

0.0087 Uph Mandor 55,000.00 - 481.25 481.25 0.3500 Uph Tukang kayu 50,000.00 - 17,500.00 17,500.00 0.0875 Uph Pembantu tukang/laden 40,000.00 - 3,500.00 3,500.00

JUMLAH 214,751.28 21,481.25 236,232.53


4 1 BH PEKERJAAN KOZEN P.1A

0.0320 M3 Kayu Meranti uk. 5/10 4,474,000.00 143,168.00 - 143,168.00


0.0087 Uph Mandor 55,000.00 - 481.25 481.25

0.3500 Uph Tukang kayu 50,000.00 - 17,500.00 17,500.00 0.0875 Uph Pembantu tukang/laden 40,000.00 - 3,500.00 3,500.00

JUMLAH 153,368.00 21,481.25 174,849.25


5 1 BH PEKERJAAN KOZEN P.2



0.0087 Uph Mandor 55,000.00 - 481.25 481.25


JUMLAH 208,308.72 21,481.25 229,789.97


6 1 BH PEKERJAAN KOZEN PJ.1 Type 21



0.0106 Uph Mandor 55,000.00 - 584.38 584.38




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

JUMLAH 248,574.72 26,084.38 274,659.10


7 1 BH PEKERJAAN KOZEN PJ1



0.0563 Uph Mandor 55,000.00 - 3,093.75 3,093.75


JUMLAH 285,619.44 30,093.75 315,713.19


8 1 BH PEKERJAAN KOZEN J1



0.0500 Uph Mandor 55,000.00 - 2,750.00 2,750.00


JUMLAH 238,732.16 26,750.00 265,482.16


9 1 BH PEKERJAAN KOZEN J.2



0.0500 Uph Besi Angkur/Paku uk. 5 " 55,000.00 - 2,750.00 2,750.00

0.4000 Uph Mandor 50,000.00 - 20,000.00 20,000.00 0.1000 Uph Tukang kayu 40,000.00 - 4,000.00 4,000.00

JUMLAH 212,961.92 26,750.00 239,711.92


10 1 BH PEKERJAAN KOZEN PJ.1 Type RS. 36

0.0569 M3 Kayu Meranti uk. 6/12 4,474,000.00 254,481.12 - 254,481.12


0.0106 Uph Mandor 55,000.00 - 584.38 584.38


JUMLAH 264,681.12 26,084.38 290,765.50


10 1 BH PEKERJAAN KOZEN PJ.1B

0.0285 M3 Kayu Meranti uk. 5/10 4,474,000.00 127,509.00 - 127,509.00


0.0563 Uph Mandor 55,000.00 - 3,093.75 3,093.75


JUMLAH 137,709.00 30,093.75 167,802.75


11 1 BH PEKERJAAN KOZEN PJ.2 (Kupu-kupu) Type RS. 45

0.0806 M3 Kayu Meranti uk. 6/12 4,474,000.00 360,783.36 - 360,783.36


0.0594 Uph Mandor 55,000.00 - 3,265.63 3,265.63



12 1 BH PEKERJAAN P1

0.0190 M3 Kayu Meranti uk. 5/10 4,474,000.00 85,006.00 - 85,006.00


0.0500 Uph Mandor 55,000.00 - 2,750.00 2,750.00

0.4000 Uph Tukang kayu 50,000.00 - 20,000.00 20,000.00


JUMLAH 91,806.00 26,750.00 118,556.00


13 1 BH PEKERJAAN KOZEN - KOZEN J.2 KACA MATI (Dapur) Type 45 0.0353 M3 Kayu Meranti uk. 6/12 4,474,000.00 157,842.72 - 157,842.72


0.0375 Uph Mandor 55,000.00 - 2,062.50 2,062.50

0.3000 Uph Tukang kayu 50,000.00 - 15,000.00 15,000.00


JUMLAH 164,642.72 20,062.50 184,705.22



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8


14 1 BH PEKERJAAN J1

0.0130 M3 Kayu Meranti uk. 5/10 4,474,000.00 58,162.00 - 58,162.00 4.0000 bh Besi Angkur/Paku uk. 5 " 1,700.00 6,800.00 - 6,800.00 0.0256 Uph Mandor 55,000.00 - 1,409.38 1,409.38

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00


JUMLAH 64,962.00 12,659.38 77,621.38




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

15 1 BH PEKERJAAN KOZEN - KOZEN BV. 1



0.0256 Uph Mandor 55,000.00 - 1,409.38 1,409.38


JUMLAH 96,995.84 12,659.38 109,655.22


IX. PEKERJAAN DAUN PINTU :

1 1 BH. PAS. DAUN PINTU PANIL KAYU LOKAL (P1) UK. 82 X 201 Cm

1.0000 bh Daun Pintu Panil kayu lokal 190,000.00 190,000.00 - 190,000.00 1.0000 set Engsel 4" 15,000.00 15,000.00 - 15,000.00 1.0000 bh Grendel 12,500.00 12,500.00 - 12,500.00

1.0000 bh Handel Pintu 100,000.00 100,000.00 1.00 100,001.00

0.0417 Uph Mandor 55,000.00 - 2,291.67 2,291.67

1.2500 Uph Tukang kayu 50,000.00 - 62,500.00 62,500.00


JUMLAH 317,500.00 81,459.33 398,959.34


2 1 BH. PAS. DAUN PINTU PANIL TRIPLEK 6 MM ( P1) UK. 82 X 201 Cm

0.0360 M3 Kayu lokal Keras 2,750,000.00 99,120.18 - 99,120.18

0.5000 lb Triplex 6 mm uk. 90 x 240 cm 60,000.00 30,000.00 - 30,000.00

0.0500 KG Paku biasa uk. 2" - 5" 14,000.00 700.00 - 700.00 1.0000 set Engsel 4" 15,000.00 15,000.00 - 15,000.00 0.1000 Uph Mandor 55,000.00 - 5,500.00 5,500.00

2.0000 Uph Tukang kayu 50,000.00 - 100,000.00 100,000.00


JUMLAH 144,820.18 145,500.00 290,320.18


3 1BH.PAS.DAUN PINTU DBL TRIPLEK. ( P.1 ) uk. 82 x 201 cm


2.0000 lb Triplex 3 mm uk. 90 x 240 cm 44,000.00 88,000.00 - 88,000.00

0.0500 KG Paku Triplek 14,500.00 725.00 - 725.00

0.1000 KG Lem 17,000.00 1,700.00 - 1,700.00

1.0000 set Engsel 4" 15,000.00 15,000.00 - 15,000.00 0.0750 Uph Mandor 55,000.00 - 4,125.00 4,125.00


JUMLAH 171,383.78 109,125.00 280,508.78


4 1BH.PAS.DAUN PINTU PVC KM/WC ( LENGKAP)

1.0000 Set Daun Pintu PVC lengkap 190,000.00 190,000.00 - 190,000.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00


JUMLAH 190,000.00 44,325.00 234,325.00


5 1 BH. PAS. DAUN JENDELA. Uk. 0.52 x 1,17 m


0.0600 kg Paku biasa uk. 2" - 5" 14,000.00 840.00 - 840.00

0.5040 M2 Kaca polos tbl. 5 mm 76,000.00 38,304.00 - 38,304.00 1.0000 set Engsel 3" 12,500.00 12,500.00 - 12,500.00

1.0000 bh Grendel 12,500.00 12,500.00 - 12,500.00

2.0000 bh Hak angin 20,000.00 40,000.00 - 40,000.00

0.0225 Uph Mandor 55,000.00 - 1,237.50 1,237.50

0.9000 Uph Tukang kayu 50,000.00 - 45,000.00 45,000.00


JUMLAH 132,441.50 55,237.50 187,679.00


6 1 BH. PAS. DAUN JENDELA. Uk.0,62 x 1,37 (RS. 36 & 45) 0.0060 M3 Kayu lokal Keras 2,750,000.00 16,574.25 - 16,574.25 0.0600 kg Paku biasa uk. 2" - 5" 14,000.00 840.00 - 840.00

0.7500 M2 Kaca polos tbl. 5 mm 76,000.00 57,000.00 - 57,000.00

1.0000 set Engsel 3" 12,500.00 12,500.00 - 12,500.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

1.0000 bh Grendel 12,500.00 12,500.00 - 12,500.00

2.0000 bh Hak angin 20,000.00 40,000.00 - 40,000.00

0.0250 Uph Mandor 55,000.00 - 1,375.00 1,375.00

1.0000 Uph Tukang kayu 50,000.00 - 50,000.00 50,000.00



X. PEKERJAAN KUNCI & KACA :

1 1 BH. PAS. KUNCI 2 SLAAG SETARA YALE/BELUCI

1.0000 bh Kunci 2 slaag 130,000.00 130,000.00 - 130,000.00

0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.5000 Uph Tukang kayu 50,000.00 - 25,000.00 25,000.00


JUMLAH 130,000.00 25,675.00 155,675.00


2 1 BH. PAS. KUNCI 2 SLAAG SETARA ROYAL

1.0000 bh Kunci 2 slaag 88,000.00 88,000.00 - 88,000.00

0.0035 Uph Mandor 55,000.00 - 192.50 192.50

0.3500 Uph Tukang kayu 50,000.00 - 17,500.00 17,500.00


JUMLAH 88,000.00 18,092.50 106,092.50


3 1 M2 PASANG KACA POLOS t = 5 mm

1.0000 M2 Kaca polos tbl. 5 mm 65,000.00 65,000.00 - 65,000.00

4.0000 M' List kaca kayu lokal 750.00 3,000.00 - 3,000.00 0.0500 set Paku triplek 14,500.00 725.00 - 725.00 0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00


JUMLAH 68,725.00 7,275.00 76,000.00




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

4 1 M2 PASANG KACA BURAM/ES t = 3 mm

1.0000 M2 Kaca Es tbl. 3 mm 150,000.00 150,000.00 - 150,000.00

4.0000 M' List kaca kayu lokal 750.00 3,000.00 - 3,000.00 0.0500 set Paku triplek 14,500.00 725.00 - 725.00 0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00



XI. PEKERJAAN RANGKA KAYU & LIST PLANK : 1 M3 PASANG DINDING RANGKA KAYU

0.1815 btg Kayu 5/10 2,752,575.00 499,592.36 - 499,592.36

0.0308 btg Kayu 5/7 2,700,000.00 83,160.00 - 83,160.00

1.0000 kg Paku 7 cm 14,000.00 14,000.00 - 14,000.00

5.0000 kg Paku 10 cm 14,000.00 70,000.00 - 70,000.00

32.0000 bh Pelat angkur 40x5 cm, t=3mm 1,700.00 54,400.00 - 54,400.00


JUMLAH 138,400.00 9,275.00 147,675.00


1 M3 KUDA-KUDA RANGKA KAYU 5/10

- - - -

- - - -

- - - -

0.2000 Uph Mandor 55,000.00 - 11,000.00 11,000.00

7.9000 Uph Tukang kayu 50,000.00 - 395,000.00 395,000.00

2.4000 Uph Pembantu tukang/laden 40,000.00 - 96,000.00 96,000.00 JUMLAH - 502,000.00 502,000.00


1 1 M3 PASANG BALOK GORDING / NOCK / JURAI / SOPI 6/12

1.1000 M3 Kayu lokal Keras 6/12 4,500,000.00 4,950,000.00 - 4,950,000.00

15.0000 kg Besi Strip 10,000.00 150,000.00 - 150,000.00

3.0000 kg Paku biasa uk. 2" - 5" 14,000.00 42,000.00 - 42,000.00

0.2000 Uph Mandor 55,000.00 - 11,000.00 11,000.00 7.9000 Uph Tukang kayu 50,000.00 - 395,000.00 395,000.00 2.4000 Uph Pembantu tukang/laden 40,000.00 - 96,000.00 96,000.00

JUMLAH 5,142,000.00 502,000.00 5,644,000.00


1 m3 = 138.89 m' 40,636.47 per m'

1.0000 m' Balok Gording/Nock/Jurai/Sopi uk. 6/12 cm 40,636.47 40,636.47 40,636.47


2 1 M2 PAS.RANGKA ATAP KY. LOKAL 4/6 & 2/3 U/ GENTENG PALENTONG/MANTILI 0.0036 M3 Reng Kayu Lokal 2/3 2,752,575.00 9,991.85 - 9,991.85

0.0079 M3 Kaso Kayu Lokal 4/6 2,752,575.00 21,800.39 - 21,800.39

0.0500 kg Paku biasa uk. 2" - 5" 14,000.00 700.00 - 700.00

0.0500 kg Paku biasa uk. 1" - 1,5" 14,000.00 700.00 - 700.00

0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00



3 1 M2 PAS.RANGKA ATAP KAYU Uk. 5/7 & 3/4 UNTUK GENTENG MORANDO 12 BH./ M2

0.0046 M3 Reng Kayu Lokal 3/4 2,752,575.00 12,716.90 - 12,716.90

0.0096 kg Kaso Kayu Lokal 5/7 2,752,575.00 26,493.53 - 26,493.53

0.0500 kg Paku biasa uk. 2" - 5" 14,000.00 700.00 - 700.00

0.0500 kg Paku biasa uk. 1" - 1,5" 14,000.00 700.00 - 700.00

0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00


JUMLAH 40,610.43 9,275.00 49,885.43


3 1 M' PASANG KAYU RUITER UK. 4/6 CM

0.0026 M3 Kayu Kaso lokal uk 4/6 2,752,575.00 7,266.80 - 7,266.80

0.0250 kg Paku biasa uk. 2" - 5" 14,000.00 350.00 - 350.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8



4 1 M' PAS. LISTPLANK KAYU 3/20

0.0072 M3 Kayu Papan lokal Keras 2,850,000.00 20,520.00 - 20,520.00

0.0375 Kg. Paku biasa uk. 2" - 5" 14,000.00 525.00 - 525.00

0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.2000 Uph Tukang kayu 50,000.00 - 10,000.00 10,000.00


JUMLAH 21,045.00 14,275.00 35,320.00




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

4 1 M' PAS. LISTPLANK UK. 0.8/20

1.0000 M' Kalsiplank/Woodplank 12,000.00 12,000.00 - 12,000.00

0.0100 Kg. Paku biasa Triplek 14,500.00 145.00 - 145.00

0.0025 Uph Mandor 55,000.00 - 137.50 137.50

0.0250 Uph Tukang kayu 50,000.00 - 1,250.00 1,250.00


JUMLAH 12,145.00 1,887.50 14,032.50


5 1 M2 PAS.RANGKA PLAFOND 4/6

0.0108 M3 Kayu 2,752,575.00 29,595.69 - 29,595.69

0.1000 kg Paku biasa uk. 2" - 5" 14,000.00 1,400.00 - 1,400.00

0.0025 Uph Mandor 55,000.00 - 137.50 137.50

0.1000 Uph Tukang kayu 50,000.00 - 5,000.00 5,000.00


JUMLAH 30,995.69 7,137.50 38,133.19


6 1 M' LIST PROFIL 3 x 3 Cm

1.1000 m' Kayu List uk. 3 x 3 cm 15,000.00 16,500.00 - 16,500.00

0.0250 kg Paku biasa uk. 2" - 5" 14,000.00 350.00 - 350.00

0.0010 Uph Mandor 55,000.00 - 55.00 55.00

0.0210 Uph Tukang kayu 50,000.00 - 1,050.00 1,050.00


JUMLAH 16,850.00 1,945.00 18,795.00


7 1 M2 RANGKA ATAP BAJA RINGAN

1.0000 M2 Rangka atap baja ringan 75,000.00 75,000.00

0.3000 Kg Rivert / Sekrup 17,200.00 17,200.00

0.1500 Uph Tukang kayu 50,000.00 - 7,500.00 7,500.00

0.1000 Uph Pekerja 40,000.00 - 4,000.00 4,000.00

0.0150 Uph Mandor 55,000.00 - 825.00 825.00

JUMLAH 92,200.00 12,325.00 104,525.00


XII. PEKERJAAN PENUTUP ATAP & PLAFOND :

1 1 M2 PAS.GENTENG PALENTONG 25 BH/M2

25.0000 Bh. Genteng Palentong 800.00 20,000.00 - 20,000.00

0.0080 Uph Mandor 55,000.00 - 440.00 440.00

0.0750 Uph Tukang kayu 50,000.00 - 3,750.00 3,750.00


JUMLAH 20,000.00 10,190.00 30,190.00


2 1 M' PAS.NOK GENTENG PALENTONG 5 BH/M'

5.0000 Bh. Nok Genteng Palentong 15,000.00 75,000.00 - 75,000.00

0.1250 Sak PC (Portland Cement ) 40 kg 62,000.00 7,750.00 - 7,750.00

0.0325 M3 Pasir Pasang 95,000.00 3,087.50 - 3,087.50

0.0020 Uph Mandor 55,000.00 - 110.00 110.00


JUMLAH 85,837.50 18,110.00 103,947.50


3 1 M2 PAS.ATAP SENG GELOMBANG BJLS 0.20

1.0000 Lbr Seng gelombang BJLS 0.20 50,000.00 50,000.00 - 50,000.00

0.0600 Kg Paku seng 17,500.00 1,050.00 - 1,050.00

0.1500 Uph Tukang kayu 50,000.00 - 7,500.00 7,500.00

0.0200 Uph Pekerja 40,000.00 - 800.00 800.00

JUMLAH 51,050.00 8,300.00 59,350.00

Dibulatkan 59,350.00 4 1 M' PAS.NOK SENG PLAT BJLS 0.20

0.2000 Lbr Seng plat BJLS 0.20 50,000.00 10,000.00 - 10,000.00

0.0270 Uph Paku seng 17,500.00 472.50 - 472.50

0.1500 Uph Tukang kayu 50,000.00 - 7,500.00 7,500.00

0.0200 Uph Pekerja 40,000.00 - 800.00 800.00

JUMLAH 10,472.50 8,300.00 18,772.50


5 1 M2 PAS.ATAP ASBES GELOMBANG MINI 1.0000 Lbr Asbes Gel Mini 62,000.00 62,000.00 - 62,000.00

3.0000 bh Mur/Paku/Baut 600.00 1,800.00 - 1,800.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0500 Uph Tukang kayu 50,000.00 - 2,500.00 2,500.00

0.0200 Uph Pekerja 40,000.00 - 800.00 800.00

JUMLAH 63,800.00 3,300.00 67,100.00


6 1 M2 PAS.NOK ASBES GELOMBANG MINI

1.0000 Lbr Nok Asbes Gel Mini 20,000.00 20,000.00 - 20,000.00

3.0000 bh Mur/Paku/Baut 600.00 1,800.00 - 1,800.00 0.0500 Uph Tukang kayu 50,000.00 - 2,500.00 2,500.00 0.0200 Uph Pekerja 40,000.00 - 800.00 800.00

JUMLAH 21,800.00 3,300.00 25,100.00


7 1 M2 PAS.GENTENG MANTILI 20 BH/M2

20.0000 Bh. Genteng Mantili 5,000.00 100,000.00 - 100,000.00

0.0075 Uph Mandor 55,000.00 - 412.50 412.50

0.0600 Uph Tukang kayu 50,000.00 - 3,000.00 3,000.00


JUMLAH 100,000.00 9,412.50 109,412.50


8 1 M' PAS.NOCK GENTENG MANTILI 4 BH/M'

4.0000 Bh. Nock Genteng Mantili 10,000.00 40,000.00 - 40,000.00


0.0325 M3 Pasir Pasang 95,000.00 3,087.50 - 3,087.50



9 1 M2 PAS.GENTENG MORANDO 12 BH/M2

12.0000 Bh. Genteng Marando/Plentong Super 3,000.00 36,000.00 - 36,000.00

0.0075 Uph Mandor 55,000.00 - 412.50 412.50

0.0600 Uph Tukang kayu 50,000.00 - 3,000.00 3,000.00


JUMLAH 36,000.00 9,412.50 45,412.50


10 1 M' PAS.NOCK GENTENG MORANDO 4 BH/M' 4.0000 Bh. Nock Genteng Morando 9,000.00 36,000.00 - 36,000.00


0.0325 M3 Pasir Pasang 95,000.00 3,087.50 - 3,087.50

0.0020 Uph Mandor 55,000.00 - 110.00 110.00

0.2000 Uph Tukang kayu 50,000.00 - 10,000.00 10,000.00


JUMLAH 49,007.50 18,110.00 67,117.50


11 1 M2 PAS.PLAFOND TRIPLEX 0.3500 LB Triplex 44,000.00 15,400.00 - 15,400.00 0.0100 kg Paku triplek 14,500.00 145.00 - 145.00

0.0090 Uph Mandor 55,000.00 - 495.00 495.00

0.0900 Uph Tukang kayu 50,000.00 - 4,500.00 4,500.00


JUMLAH 15,545.00 7,275.00 22,820.00


12 1 M2 PAS.PLAFOND ETERNIT

1.1000 LB Eternit 7,500.00 8,250.00 - 8,250.00

0.0100 kg Paku triplek 14,500.00 145.00 - 145.00


JUMLAH 8,395.00 5,387.50 13,782.50


XIII. PEKERJAAN KERAMIK :

1 1 M2 LANTAI KERAMIK MOTIF WARNA 30/30


0.0360 M3 Pasir Pasang 95,000.00 3,420.00 - 3,420.00

1.0500 M2 Keramik 30/30 (Motif) 30,000.00 31,500.00 - 31,500.00 0.0375 Kg PC Putih u/Naad 7,000.00 262.50 - 262.50



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0450 Uph Mandor 55,000.00 - 2,475.00 2,475.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00


JUMLAH 52,821.50 21,975.00 74,796.50


2 1 M2 LANTAI KERAMIK POLOS 30/30


0.0360 M3 Pasir Pasang 95,000.00 3,420.00 - 3,420.00 1.0500 m2 Keramik 30/30 30,000.00 31,500.00 - 31,500.00 0.0375 Kg PC Putih u/Naad 7,000.00 262.50 - 262.50 0.0300 Uph Mandor 55,000.00 - 1,650.00 1,650.00 0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00


JUMLAH 52,821.50 21,150.00 73,971.50


3 1 M2 LANTAI KERAMIK POLOS / WARNA 20/20


0.0360 M3 Pasir Pasang 95,000.00 3,420.00 - 3,420.00 1.0500 m2 Keramik 20/20 30,000.00 31,500.00 - 31,500.00 0.0375 Kg PC Putih u/Naad 7,000.00 262.50 - 262.50

0.0300 Uph Mandor 55,000.00 - 1,650.00 1,650.00

0.1500 Uph Tukang Batu 50,000.00 - 7,500.00 7,500.00


JUMLAH 52,821.50 21,150.00 73,971.50


4 1 M2 DINDING KERAMIK 20/20 & 20/25


0.0180 M3 Pasir Pasang 95,000.00 1,710.00 - 1,710.00

1.0250 m2 Keramik 10/20, 20/25 34,500.00 35,362.50 - 35,362.50 1.0500 Kg PC Putih u/Naad 7,000.00 7,350.00 - 7,350.00 0.0350 Uph Mandor 55,000.00 - 1,925.00 1,925.00

0.1750 Uph Tukang Batu 50,000.00 - 8,750.00 8,750.00


JUMLAH 58,837.50 24,675.00 83,512.50


5 1 M2 DINDING BATU ALAM


0.0350 M3 Pasir Pasang 95,000.00 3,325.00 - 3,325.00

1.0500 m2 Batu Paros/Palimanan 50,000.00 52,500.00 - 52,500.00 0.0500 Uph Mandor 55,000.00 - 2,750.00 2,750.00 0.2500 Uph Tukang Batu 50,000.00 - 12,500.00 12,500.00


JUMLAH 74,037.50 35,250.00 109,287.50


XIV. PEKERJAAN SANITAIR :

1 MEMASANG 1 BH CLOSET DUDUK/MONOBLOK

1.0000 Bh Kloset Duduk Monoblok 1,500,000.00 1,500,000.00 - 1,500,000.00

0.0600 Bh Perlengkapan 6 % Harga Kloset 1,500,000.00 90,000.00 - 90,000.00

0.1600 OH Mandor 55,000.00 - 8,800.00 8,800.00 1.1000 OH Tukang Batu 50,000.00 - 55,000.00 55,000.00 3.3000 OH Pembantu tukang/laden 40,000.00 - 132,000.00 132,000.00

JUMLAH 1,590,000.00 195,800.00 1,785,800.00


2 MEMASANG 1 BH CLOSET JONGKOK PORSELIN SETARA INA LENGKAP DUDUKAN/BH

1.0000 bh Closet jongkok Poselin 120,000.00 120,000.00 - 120,000.00

0.0900 m3 Urugan Pasir 108,550.00 9,769.50 - 9,769.50

0.1760 zak PC (Portland Cement ) 40 kg 62,000.00 10,912.00 - 10,912.00

0.0288 m3 Pasir pasang 95,000.00 2,736.00 - 2,736.00

20.0000 bh Batu bata 600.00 12,000.00 - 12,000.00

0.1500 org Mandor 55,000.00 - 8,250.00 8,250.00

1.5000 org Tukang Batu 50,000.00 - 75,000.00 75,000.00 1.0000 org Pembantu tukang/laden 40,000.00 - 40,000.00 40,000.00

JUMLAH 155,417.50 123,250.00 278,667.50




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

3 BAK MANDI PAS. BATU-BATA DIPLESTER BAG. DLM LAPIS KERAMIK/BH

1.6000 M2 keramik 20x20 73,970.00 118,352.00 - 118,352.00

1.0000 M2 Pas Bata Merah 1 Pc : 5 Ps + dudukan 76,900.00 76,900.00 - 76,900.00

1.2000 M2 Plesteran 1 Pc : 5 Ps 24,040.00 28,848.00 - 28,848.00

1.0000 bh Afur Bak Mandi 3,000.00 3,000.00 - 3,000.00

0.3000 org Mandor 55,000.00 - 16,500.00 16,500.00

2.0000 org Tukang Batu 50,000.00 - 100,000.00 100,000.00 1.0000 org Pembantu tukang/laden 40,000.00 - 40,000.00 40,000.00

JUMLAH 227,100.00 156,500.00 383,600.00


4 BAK MANDI FIBERGLASS 120 LITER TANAM LENGKAP DUDUKAN / BH

1.0000 Bh Fiber glas uk. 53 x 58 cm 125,000.00 125,000.00 - 125,000.00 0.3000 zak PC (Portland Cement ) 40 kg 62,000.00 18,600.00 - 18,600.00 0.0273 M3 Pasir pasang 95,000.00 2,593.50 - 2,593.50

62.0000 Bh Batu bata miring 600.00 37,200.00 - 37,200.00

0.8400 M2 Plesteran 1 Pc : 5 Ps 24,040.00 20,193.60 - 20,193.60

0.1500 org Mandor 55,000.00 - 8,250.00 8,250.00

1.0000 org Tukang Batu 50,000.00 - 50,000.00 50,000.00

0.5000 org Pembantu tukang/laden 40,000.00 - 20,000.00 20,000.00

JUMLAH 203,587.10 78,250.00 281,837.10


5 BAK MANDI FIBERGLASS 120 LITER TANAM LAPIS KERAMIK + DUDUKAN / BH 1.0000 Bh Fiber glas uk. 53 x 58 cm 125,000.00 125,000.00 - 125,000.00

0.8400 M2 Pas Keramik didnding uk. 20 x 20 cm 73,970.00 62,134.80 - 62,134.80


0.0273 M3 Pasir pasang 95,000.00 2,593.50 - 2,593.50

62.0000 Bh Batu bata miring 600.00 37,200.00 - 37,200.00

0.8400 M2 Plesteran 1 Pc : 5 Ps 24,040.00 20,193.60 - 20,193.60

0.1500 org Mandor 55,000.00 - 8,250.00 8,250.00

1.0000 org Tukang Batu 50,000.00 - 50,000.00 50,000.00

0.5000 org Pembantu tukang/laden 40,000.00 - 20,000.00 20,000.00 JUMLAH 265,721.90 78,250.00 343,971.90


6 BAK MANDI FIBERGLASS OVAL 100 LITER LENGKAP DUDUKAN/BH

1.0000 bh Bak mandi fiberglass Oval 130,000.00 130,000.00 - 130,000.00


0.0344 m3 Pasir pasang 95,000.00 3,268.00 - 3,268.00

30.000 bh Batu bata 600.00 18,000.00 - 18,000.00

0.0375 org Mandor 55,000.00 - 2,062.50 2,062.50

0.3750 org Tukang Batu 50,000.00 - 18,750.00 18,750.00

0.1875 org Pembantu tukang/laden 40,000.00 - 7,500.00 7,500.00 JUMLAH 166,768.00 28,312.50 195,080.50


7 1 BH PAS. BAK KONTROL 30X30

0.5280 M2 Pas. Bt. Bata ad. 1 Pc : 3 Ps 82,240.00 43,422.72 - 43,422.72

0.6440 M2 Pleteran ad. 1 Pc : 3 Ps 26,440.00 17,027.36 - 17,027.36

JUMLAH 60,450.08 - 60,450.08


8 1 M' PIPA PEMBUANGAN KE SEPTIKTANK PVC Ø 10 CM/M'

0.2750 bt Pipa PVC Ø 10 CM' 110,000.00 30,250.00 - 30,250.00

0.2500 bh Knee/Sock PVC Ø 10 CM' 9,000.00 2,250.00 - 2,250.00

0.2500 tb Lem pipa PVC 4,500.00 1,125.00 - 1,125.00

0.0021 org Mandor 55,000.00 - 116.88 116.88

0.0850 org Tukang Batu 50,000.00 - 4,250.00 4,250.00

0.0213 org Pembantu tukang/laden 40,000.00 - 850.00 850.00

JUMLAH 33,625.00 5,216.88 38,841.88




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

9 1 M' PIPA SALURAN BAWAH LANTAI PVC Ø 7.5 CM/M'

0.2750 bt Pipa PVC Ø 7.5 CM' 96,000.00 26,400.00 - 26,400.00

0.2500 bh Knee/Sock PVC Ø 7.5 CM' 3,500.00 875.00 - 875.00

0.2500 tb Lem pipa PVC 4,500.00 1,125.00 - 1,125.00

0.0021 org Mandor 55,000.00 - 116.88 116.88

0.0800 org Tukang Batu 50,000.00 - 4,000.00 4,000.00

0.0200 org Pembantu tukang/laden 40,000.00 - 800.00 800.00 JUMLAH 28,400.00 4,916.88 33,316.88


10 MEMASANG PIPA LEIDING PVC / M'

0.2750 bt Pipa PVC Ø 1/2" AW 18,000.00 4,950.00 - 4,950.00

0.4000 bh Knee Siku PVC Ø 1/2" 2,500.00 1,000.00 - 1,000.00

0.1000 bh Lem PVC 4,500.00 450.00 - 450.00

0.4000 bh Socket PVC Ø 1/2" 2,500.00 1,000.00 - 1,000.00

0.0015 org Mandor 55,000.00 - 82.50 82.50

0.0600 org Tukang Leiding 50,000.00 - 3,000.00 3,000.00 0.0300 org Pembantu tukang/laden 40,000.00 - 1,200.00 1,200.00

JUMLAH 7,400.00 4,282.50 11,682.50


11 MEMASANG 1 BH BAK CUCI PIRING STAINLESS STEEL

1.0000 Bh Bak Cuci Piring Stainless Steel & Access 180,000.00 180,000.00 - 180,000.00

0.0015 OH Mandor 55,000.00 - 82.50 82.50

0.3000 OH Tukang Batu 50,000.00 - 15,000.00 15,000.00

0.0300 OH Pembantu tukang/laden 40,000.00 - 1,200.00 1,200.00 JUMLAH 180,000.00 16,282.50 196,282.50


12 MEMASANG KRAN AIR VERNEKEL / BH.

1.0000 BH Kran Air Vernekel Ø 1/2" 35,000.00 35,000.00 - 35,000.00

0.1000 rol Seltip 2,500.00 250.00 - 250.00

0.0008 org Mandor 55,000.00 - 41.25 41.25

0.0750 org Tukang leiding 50,000.00 - 3,750.00 3,750.00

0.0075 org Pembantu tukang/laden 40,000.00 - 300.00 300.00

JUMLAH 35,250.00 4,091.25 39,341.25


13 MEMASANG KRAN AIR LEHER ANGSA / BH.

1.0000 BH Kran leher angsa Ø 1/2" 50,000.00 50,000.00 - 50,000.00

0.1000 rol Siltip 2,500.00 250.00 - 250.00

0.0008 org Mandor 55,000.00 - 41.25 41.25

0.0750 org Tukang leiding 50,000.00 - 3,750.00 3,750.00

0.0075 org Pembantu tukang/laden 40,000.00 - 300.00 300.00 JUMLAH 50,250.00 4,091.25 54,341.25


14 PEK. PEMBUATAN MEJA DAPUR LENGKAP / BH. TYPE RS. 45

0.6000 M2 Pas Batu-bata ad. 1 Pc : 5 Psr 76,900.00 46,140.00 - 46,140.00

0.1304 M3 Pek. Cor Beton bertulang t. 7 cm 1,907,260.00 248,659.02 - 248,659.02

1.2000 M2 Plesteran dinding ad. 1 Pc : 5 Psr 24,040.00 28,848.00 - 28,848.00

3.3200 M2 Pas keramik 83,510.00 277,253.20 - 277,253.20

1.0000 Bh Pas. Bak Cucian piring 196,280.00 196,280.00 - 196,280.00

1.0000 Bh Pas. Krans leher angsa 54,340.00 54,340.00 - 54,340.00

JUMLAH 851,520.22 - 851,520.22


15 PEK. PEMBUATAN MEJA DAPUR LENGKAP / BH. TYPE RS. 36 0.1076 M3 Pek. Cor Beton bertulang t. 7 cm 1,907,260.00 205,268.86 - 205,268.86

0.9000 M2 Plesteran dinding ad. 1 Pc : 5 Psr 24,040.00 21,636.00 - 21,636.00

1.0500 M2 Pas keramik 83,510.00 87,685.50 - 87,685.50

1.0000 Bh Pas. Bak Cucian piring 196,280.00 196,280.00 - 196,280.00

1.0000 Bh Pas. Krans leher angsa 54,340.00 54,340.00 - 54,340.00

JUMLAH 565,210.36 - 565,210.36


16 SEPTICTANK LENGKAP REMBESAN/BH

3.0301 m3 Galian tanah 18,200.00 - 55,147.82 55,147.82

3.0301 m3 Perataan tanah bekas galian 4,687.50 - 14,203.59 14,203.59

4.0000 bh Buis beton Ø 80 cm x 50 cm 50,000.00 200,000.00 - 200,000.00 0.0628 m3 Beton bertulng 1:2:3 (Ttp. Septick.) 2,034,050.00 127,738.34 - 127,738.34 0.0628 m3 Cor Beton Ad. 1 Pc : 2 Ps : 3 Krl ( Dsr. Septick.) 879,850.00 55,254.58 - 55,254.58

C1305

cantan1: 0.1 x(.5+.5+1.2+1.3) adalah kaki meja dan tebal meja

C1306


C1314


C1315




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0848 m3 Koral Beton uk. 1- 2 cm 141,600.00 12,004.85 - 12,004.85

0.2826 m3 Batu kali 90,000.00 25,434.00 - 25,434.00

4.0000 Kg Ijuk 7,000.00 28,000.00 - 28,000.00

1.0000 ls Pipa hawa PVC Ø 1.1/4" + Accesssories 11,500.00 11,500.00 - 11,500.00

0.7500 btg Pipa rembesan PVC Ø 4" 110,000.00 82,500.00 - 82,500.00

1.0000 bh Pipa Tee PVC Ø 4" 1,500.00 1,500.00 - 1,500.00

0.0750 Uph Mandor 55,000.00 - 4,125.00 4,125.00

0.7200 Uph Tukang Leiding 50,000.00 - 36,000.00 36,000.00 1.5000 Uph Pembantu tukang/laden 40,000.00 - 60,000.00 60,000.00

JUMLAH 543,931.77 169,476.41 713,408.18


17 PEK. PEMBUATAN 1 Bh BEERPUT/CUBLUK ( Dalam 2 m)

1.5700 m3 Galian tanah 18,200.00 - 28,574.00 28,574.00


4.0000 bh Buis beton Ø 80 cm x 50 cm 50,000.00 200,000.00 - 200,000.00

0.5100 Sak PC (Portland Cement ) 40 Kg 62,000.00 31,620.00 - 31,620.00

0.0563 m3 Beton bertulng 1:2:3 (Ttp. Septick.) 2,034,050.00 114,517.02 - 114,517.02


0.0500 Uph Mandor 55,000.00 - 2,750.00 2,750.00

0.5000 Uph Tukang Leiding 50,000.00 - 25,000.00 25,000.00 1.0000 Uph Pembantu tukang/laden 40,000.00 - 40,000.00 40,000.00


18 PEK. PEMBUATAN 1 Bh BEERPUT/CUBLUK ( Dalam 1.5 m)

1.1775 m3 Galian tanah 18,200.00 - 21,430.50 21,430.50


3.0000 bh Buis beton Ø 80 cm x 50 cm 50,000.00 150,000.00 - 150,000.00

0.3825 Sak PC (Portland Cement ) 40 Kg 62,000.00 23,715.00 - 23,715.00

0.0563 m3 Beton bertulng 1:2:3 (Ttp. Septick.) 2,034,050.00 114,517.02 - 114,517.02


0.0450 Uph Mandor 55,000.00 - 2,475.00 2,475.00

0.4500 Uph Tukang Leiding 50,000.00 - 22,500.00 22,500.00



19 1 BH MEMBUAT CETAKAN BEERPUT COR SETEMPAT

0.4222 M3 Kayu bekisting 1,500,000.00 633,300.00 - 633,300.00

6.7000 M' Seng Plat BJLS 22 lbr. 90 cm 32,500.00 217,750.00 - 217,750.00

2.0000 Kg Paku biasa uk. 2" - 5" 14,000.00 28,000.00 - 28,000.00

0.0800 Uph Mandor 55,000.00 - 4,400.00 4,400.00

1.3250 Uph Tukang Leiding 50,000.00 - 66,250.00 66,250.00


JUMLAH 879,050.00 102,650.00 981,700.00


0.1000 Bh 1 Bh Cetakan dipakai 10 x 981,700.00 98,170.00 98,170.00 Dibulatkan 98,170.00

20 1 BH BEERPUT BETON 1:3:5 (COR SETEMPAT)

1.1775 M3 Galian tanah dalam 2 m 18,200.00 21,430.50 - 21,430.50

1.1775 M3 Perataan tanah bekas galian 4,687.50 5,519.53 - 5,519.53

0.4239 M3 Cor beton tumbuk 1:3:5 636,350.00 269,748.77 - 269,748.77

1.0000 Ls Cetakan beerput 98,170.00 98,170.00 - 98,170.00

0.0785 M3 Beton bertulng 1:2:3 (Ttp. Septick.) 2,034,050.00 159,672.93 - 159,672.93

1.0000 Ls Pipa Hawa PVC O 11/2" + Accessories 11,500.00 11,500.00 - 11,500.00

JUMLAH 566,041.72 - 566,041.73


XV. PEKERJAAN PENGECATAN :

1 1 M2 PEKERJAAN CAT KAYU (1 lapis plamir, 1 lapis cat menie & 2 lapis cat penutup)

0.2000 kg Cat menie 15,000.00 3,000.00 - 3,000.00

0.0750 kg Plamur 10,500.00 787.50 - 787.50

0.2600 kg Cat Kayu 34,000.00 8,840.00 - 8,840.00

0.0200 BH Kwas 3" 5,500.00 110.00 - 110.00

0.1000 Ltr Minyak cat 12,000.00 1,200.00 - 1,200.00

0.0400 lbr Amplas 3,000.00 120.00 - 120.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0025 Uph Mandor 55,000.00 - 137.50 137.50

0.0900 Uph Tukang Cat 50,000.00 - 4,500.00 4,500.00


JUMLAH 14,057.50 7,437.50 21,495.00


2 1 M2 PEKERJAAN CAT TEMBOK & PLAFOND (1 lapis plamur & 3 lapis cat penutup)

0.2600 kg Cat tembok 3 lapis 30,000.00 7,800.00 - 7,800.00

0.0500 bh Kwas 3" 5,500.00 275.00 - 275.00

0.1000 kg Dempul Tembok 40,000.00 4,000.00 - 4,000.00

0.0500 lbr Amplas 3,000.00 150.00 - 150.00

0.0063 Uph Mandor 55,000.00 - 346.50 346.50 0.0630 Uph Tukang Cat 50,000.00 - 3,150.00 3,150.00 0.0200 Uph Pekerja 40,000.00 - 800.00 800.00




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

XVI. PEKERJAAN MEKANIKAL & ELEKTRIKAL

1 PASANG 1 TITIK STOP KONTAK

1.00 bh Stop Kontak 6,500.00 6,500.00 - 6,500.00

0.25 rol Kabel Listrik NYM 3 x 2,5 mm 120,000.00 30,000.00 - 30,000.00

1.00 ls Accecories ( 20 % material ) 25,300.00 25,300.00 - 25,300.00

0.20 Uph Pekerja 40,000.00 - 8,000.00 8,000.00

0.60 Uph Tukang listrik 50,000.00 30,000.00 30,000.00

JUMLAH 61,800.00 8,000.00 99,800.00


2 PASANG 1 TITIK LAMPU

1 bh Saklar 6,500.00 6,500.00 - 6,500.00 0.25 rol Kabel Listrik NYM 2 x 2,5 mm 120,000.00 30,000.00 - 30,000.00

1 ls Accecories ( 20 % material ) 25,300.00 25,300.00 - 25,300.00

0.2 Uph Pekerja 40,000.00 - 8,000.00 8,000.00

0.6 Uph Tukang listrik 50,000.00 30,000.00 30,000.00

JUMLAH 61,800.00 8,000.00 99,800.00


3 PASANG 1 BUAH LAMPU SL

1.0000 bh Lampu SL 20,000.00 20,000.00 - 20,000.00 1.0000 ls Accecories ( 1 % alat ) 2,000.00 2,000.00 - 2,000.00 0.1000 org Tukang listrik 50,000.00 5,000.00 5,000.00

JUMLAH 22,000.00 5,000.00 27,000.00


4 PASANG 1 BUAH PANEL

1 bh Panel Listrik standart untuk Rumah 32,500.00 32,500.00 - 32,500.00

1 ls Accecories ( 10 % alat ) 3,250.00 3,250.00 - 3,250.00 1 org Tukang listrik 50,000.00 50,000.00 50,000.00

JUMLAH 35,750.00 - 85,750.00


XIII PEKERJAAN PRASARANA

I. PEKERJAAN JALAN

1 BIAYA BAHAN BAKAR, MINYAK PELUMAS & SEWA ALAT SELAMA 25 H - - - -

20.0000 Ltr Solar x 25 Hari - - - -

0.2500 Ltr Pelumas x 25 Hari - - - -

1.0000 hr Sewa Alat x 25 Hari JUMLAH 641,350.00 362,700.00 -

Dibulatkan -

2 BIAYA MENGGILAS - - - -

25.0000 Uph Masinis - - - -

25.0000 Uph Pembantu Masinis 65,000.00 - 1,950,000.00 1,950,000.00

30.0000 Uph Penjaga 40,000.00 - 6,000,000.00 6,000,000.00

150.0000 Uph Pekerja - - - -

1.0000 Ls Bhn bakar, myk pelumas & Sewa Alat 25 hari JUMLAH - 7,950,000.00 7,950,000.00 Dibulatkan 7,950,000.00

3 1 M2 PAS. ONDERLAAG/LPB BATU BELAH - - - -

0.2000 M3 Batu belah 15/20 cm 75,000.00 3,750.00 - 3,750.00

0.0500 M3 Batu Pecah 5-7 cm 55,000.00 - 1,045.00 1,045.00

0.0190 Uph Mandor 40,000.00 - 15,000.00 15,000.00

0.3750 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00

0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas JUMLAH 3,750.00 17,105.00 20,855.00


4 1 M2 PAS. ONDERLAAG/LPB PADAS BANGKONG - - - -

0.2000 M3 Batu Padas Bangkong 65,000.00 3,250.00 - 3,250.00 0.0500 M3 Pasir Batu (Sirtu) t. 10 cm 55,000.00 - 1,045.00 1,045.00 0.0190 Uph Mandor 40,000.00 - 15,000.00 15,000.00

0.3750 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00



5 1 M2 ONDERLAAG/LPB PASIR BATU (SIRTU) T. 20 CM 65,000.00 15,600.00 - 15,600.00

0.2400 M3 Pasir Batu (Sirtu) t. 20 cm 55,000.00 - 275.00 275.00

0.0050 Uph Mandor 40,000.00 - 2,000.00 2,000.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0500 Uph Pekerja 1,060.00 - 0.14 0.14

0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas JUMLAH 15,600.00 2,275.14 17,875.14 Dibulatkan 17,870.00



0.0050 Uph Mandor 40,000.00 - 2,000.00 2,000.00

0.0500 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00





0.0050 Uph Mandor 40,000.00 - 2,000.00 2,000.00 0.0500 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00 0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas JUMLAH 23,400.00 3,335.00 26,735.00


8 1 M2 LAPEN (2/3 + 2/1)+LAPIS CHIP 80,000.00 2,400.00 - 2,400.00

0.0300 M3 Batu pecah 2/3 - - - -

0.0120 M3 Batu pecah 1/2 - - - -

0.0100 M3 Batu Chiping 0,5 - 1 cm - - - -

2.0000 Kg Aspal - - - -

0.0150 M3 Kayu bakar - - - -

0.0100 M3 Alat Bantu pekerjaan jalan 55,000.00 - 660.00 660.00

0.0120 Uph Mandor - - - -

0.0080 Uph Juru godog 40,000.00 - 8,000.00 8,000.00 0.2000 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00 0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas JUMLAH 2,400.00 9,720.00 12,120.00


9 1 M2 MENGASPAL DENGAN PASIR 75,000.00 900.00 - 900.00

0.0120 M3 Pasir Pasang - - - -

1.5000 Kg Aspal - - - -

0.0040 M3 Kayu bakar 55,000.00 - 165.00 165.00

0.0030 Uph Mandor - - - - 0.0020 Uph Juru godog 40,000.00 - 2,000.00 2,000.00 0.0500 Uph Pekerja 7,950,000.00 - 1,060.00 1,060.00

0.0001 Ls Biaya menggilas 1/75000 x W.4 JUMLAH 900.00 3,225.00 4,125.00

Dibulatkan 4,120.00

10 1 M2 MENGASPAL DENGAN SHAND SHEET 37,500.00 450.00 - 450.00

0.0120 M3 Pasir Pasang + chip - - - - 1.5000 Kg Aspal - - - - 0.0040 M3 Kayu bakar - - - -

0.0100 Ls Alat Bantu pekerjaan jalan 55,000.00 - 220.00 220.00

0.0040 Uph Mandor - - - -

0.0120 Uph Juru godog 40,000.00 - 3,200.00 3,200.00

0.0800 Uph Pekerja 7,950,000.00 - 159.00 159.00

0.0000 Ls Biaya menggilas 1/50000 x W.4 JUMLAH 450.00 3,579.00 4,029.00

Dibulatkan 4,020.00

11 1 M2 MENGASPAL DENGAN SHAND SHEET T. 3 CM 75,000.00 56,250.00 - 56,250.00

0.7500 M3 Pasir Pasang - - - -

1.5000 M3 Kayu bakar - - - -

0.7500 M3 Batu Chip 0,5 - 1 cm 55,000.00 - 22,000.00 22,000.00

0.4000 Uph Mandor - - - -

0.3000 Uph Juru godog 40,000.00 - 324,000.00 324,000.00 8.1000 Uph Pekerja 7,950,000.00 - 31,800.00 31,800.00 0.0040 Ls Biaya menggilas 3/750 x W.4 56,250.00 377,800.00 434,050.00

Untuk ketebalan 3 cm = 1,687.50 1,687.50 3,375.00

0.0300 X - - -

4.7000 Kg Aspal JUMLAH 1,687.50 1,687.50 3,375.00

Jadi 1 M2

12 1 M2 PEK. PAVING 5 - 6 CM - 200 KG/M² (Untuk Trotoar) - - - -

1.0000 M2 Paving Stone t. 5 - 6 cm 75,000.00 4,500.00 - 4,500.00

0.0600 M3 Pasir Pasang 55,000.00 - 247.50 247.50

0.0045 Uph Mandor 50,000.00 - 2,250.00 2,250.00 0.0450 Uph Tukang Batu 40,000.00 - 2,600.00 2,600.00 0.0650 Uph Pekerja JUMLAH 4,500.00 5,097.50 9,597.50

Dibulatkan 9,590.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

8 1 M2 PEK. PAVING 6 CM - 300 KG/M² (Untuk Jalan & Pelataran) - - - - 1.0000 M2 Paving Stone t. 6 cm 75,000.00 4,500.00 - 4,500.00 0.0600 M3 Pasir Pasang 55,000.00 - 247.50 247.50

0.0045 Uph Mandor 50,000.00 - 2,250.00 2,250.00

0.0450 Uph Tukang Batu 40,000.00 - 2,600.00 2,600.00

0.0650 Uph Pekerja JUMLAH 4,500.00 5,097.50 9,597.50 Dibulatkan 9,590.00

9 1 M2 PEK. PAVING 8 CM - 300 KG/M² (Untuk Jalan & pelataran) - - - -

1.0000 M2 Paving Stone t. 8 cm 75,000.00 4,500.00 - 4,500.00

0.0600 M3 Pasir Pasang 55,000.00 - 330.00 330.00

0.0060 Uph Mandor 50,000.00 - 3,000.00 3,000.00

0.0600 Uph Tukang Batu 40,000.00 - 3,468.00 3,468.00 0.0867 Uph Pekerja JUMLAH 4,500.00 6,798.00 11,298.00


10 1 M2 PEK. PAVING 10 CM - 300 KG/M² (Untuk Jalan & Pelataran) - - - -


0.0600 M3 Pasir Pasang 55,000.00 - 330.00 330.00

0.0060 Uph Mandor 50,000.00 - 3,000.00 3,000.00 0.0600 Uph Tukang Batu 40,000.00 - 3,468.00 3,468.00 0.0867 Uph Pekerja JUMLAH 4,500.00 6,798.00 11,298.00


10 100 KG UPAH MELETAKKAN BETON KANSTEEN 55,000.00 - 275.00 275.00

0.0050 Uph Mandor 50,000.00 - 2,500.00 2,500.00

0.0500 Uph Tukang batu 40,000.00 - 10,000.00 10,000.00 0.2500 Uph Pekerja JUMLAH - 12,775.00 12,775.00


11 1 M3 PEREKAT AD. 1 Pc : 3 Ps 62,000.00 520,800.00 - 520,800.00


1.0800 M3 Pasir Pasang JUMLAH 601,800.00 - 601,800.00


12 1 M' KANSTEEN UK. 10 x 20 x 50 cm (STD) - - - - 2.0000 Bh Kansteen uk. 15/20 x 30 x 50 cm 601,800.00 1,805.40 - 1,805.40 0.0030 M3 Perekat Ad. 1 Pc : 3 Ps 12,770.00 - 2,937.10 2,937.10

0.2300 Uph Upah meletakan JUMLAH 1,805.40 2,937.10 4,742.50

Dibulatkan 4,740.00

13 1 M2 PEK. TROTOAR PAVING T. 5 - 6 CM - 200 KG/M2 75,000.00 3,750.00 - 3,750.00

0.0500 M3 Pasir Pasang 9,590.00 9,590.00 - 9,590.00

1.0000 m2 Paving tebal 5 - 6 cm JUMLAH 13,340.00 - 13,340.00 Dibulatkan 13,340.00

14 1 M' PEK. JALAN PAVING T. 6 CM - 300 KG/M2 DMJ 6 (lebar Perkerasan 18,200.00 10,920.00 10,920.00

0.6000 m3 Galian Tanah 17,870.00 50,036.00 50,036.00

2.8000 m2 Pasir Batu (Sirtu) t. 20 cm 9,590.00 26,852.00 26,852.00

2.8000 m2 Paving tebal 6 cm 4,740.00 9,480.00 9,480.00

2.0000 M' Beton Kanstein uk. 20 x 30 x 50 cm JUMLAH 86,368.00 10,920.00 97,288.00


15 1 M' PEK. JALAN PAVING T. 8 CM - 300 KG/M2 DMJ 8 (lebar Perkerasan 18,200.00 - 14,560.00 14,560.00

0.8000 m3 Galian Tanah 22,830.00 86,754.00 - 86,754.00

3.8000 m2 Pasir Batu (Sirtu) t. 25 cm 11,290.00 42,902.00 - 42,902.00

3.8000 m2 Paving tebal 8 cm (Holand) 4,740.00 9,480.00 - 9,480.00



16 1 M' PEK. JALAN PAVING T. 8 CM - 300 KG/M2 DMJ 10 (lebar Perkerasan 18,200.00 - 18,200.00 18,200.00 1.0000 m3 Galian Tanah 26,730.00 128,304.00 - 128,304.00





17 1 M' PEK. JALAN PAVING T. 8 CM - 300 KG/M2 DMJ 12 (lebar Perkerasan 18,200.00 - 21,840.00 21,840.00 1.2000 m3 Galian Tanah 26,730.00 155,034.00 - 155,034.00 5.8000 m2 Pasir Batu (Sirtu) t. 30 cm 11,290.00 65,482.00 - 65,482.00






( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

II PEKERJAAN SALURAN & GORONG-GORONG

1 1 M' PEK. SALURAN TYPE S.1 ( Pas. Dinding. 15 Cm ) 18,200.00 6,802.25 - 6,802.25 0.3737 M3 Galian Tanah 108,550.00 2,279.55 - 2,279.55

0.0210 M3 Urugan Pasir 444,640.00 93,374.40 - 93,374.40

0.2100 M3 Pas Batu belah kali Ad. 1 Pc : 4 Ps 26,440.00 13,220.00 - 13,220.00

0.5000 M2 Plesteran Ban-banan Ad 1 Pc : 3 Ps - - - -

0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm JUMLAH 115,676.20 - 115,676.20 Dibulatkan 115,670.00

2 1 M' PEK. SALURAN TYPE S.2 ( Pas. Dinding. 15 Cm ) 18,200.00 - 9,213.75 9,213.75

0.5063 M3 Galian Tanah 108,550.00 2,985.13 - 2,985.13

0.0275 M3 Urugan Pasir 444,640.00 110,048.40 - 110,048.40



0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm JUMLAH 126,253.53 9,213.75 135,467.28 Dibulatkan 135,460.00


0.6588 M3 Galian Tanah 108,550.00 3,527.88 - 3,527.88

0.0325 M3 Urugan Pasir 444,640.00 130,057.20 - 130,057.20



0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm JUMLAH 146,805.08 11,989.25 158,794.33



0.8750 M3 Galian Tanah 108,550.00 6,513.00 - 6,513.00

0.0600 M3 Urugan Pasir 444,640.00 208,980.80 - 208,980.80





5 1 M' PEK. SALURAN TYPE S.5 ( Pas. Dinding. 20 Cm ) 18,200.00 - 19,474.00 19,474.00 1.0700 M3 Galian Tanah 108,550.00 5,101.85 - 5,101.85

0.0470 M3 Urugan Pasir 444,640.00 240,105.60 - 240,105.60





6 1 M' PEK. SALURAN TANAH TYPE S.3 18,200.00 - 11,989.25 11,989.25

0.6588 M3 Galian Tanah 40,000.00 5,600.00 - 5,600.00 0.1400 Uph Pekerja untuk perapian galian JUMLAH 5,600.00 11,989.25 17,589.25


7 1 M' PEK. TERJUNAN TYPE T.2 ( Pas. Dinding. 15 Cm ) 18,200.00 - 16,016.00 16,016.00

0.8800 M3 Galian Tanah 108,550.00 5,970.25 - 5,970.25

0.0550 M3 Urugan Pasir 444,640.00 256,223.80 - 256,223.80


1.9000 M2 Plesteran Ad 1 Pc : 3 Ps - - - -

0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm JUMLAH 312,430.05 16,016.00 328,446.05 Dibulatkan 328,440.00

8 18,200.00 - 728.00 728.00

0.0400 M3 Galian tanah 108,550.00 2,171.00 - 2,171.00

0.0200 M3 Urugan Pasir 82,240.00 2,349.71 - 2,349.71

0.0286 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps - - - -

1.0000 Bh Got U-15 12,770.00 - 1,915.50 1,915.50

0.1500 Uph Meletakkan 6,302.75 75.63 - 75.63

0.0120 M2 Plesteran Siar ad. 1 Pc : 2 Ps JUMLAH 4,596.35 2,643.50 7,239.84

Dibulatkan 7,230.00

9 1 M2 PASANGAN DINDING CON BLOK 1 : 4 51,000.00 6,324.00 - 6,324.00

0.1240 Sak Pc ( Portland seman 40 kg ) 2,000.00 25,000.00 25,000.00

12.5000 Bh Con Blok 75,000.00 1,012.50 1,012.50

0.0135 M2 Pasir Pasang 65,000.00 9,750.00 9,750.00

0.1500 Uph Mandor 50,000.00 8,250.00 8,250.00

0.1650 Uph Tukang Batu 45,000.00 6,750.00 6,750.00

0.1500 Uph Pekerja JUMLAH 26,012.50 24,750.00 57,086.50

1 M' PASANG GOT U - 15 CM



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8


10 1 M' PASANG GOT - 20 CM 18,200.00 - 1,137.50 1,137.50

0.0625 M3 Galian tanah 108,550.00 2,171.00 - 2,171.00 0.0200 M3 Urugan Pasir 82,240.00 2,349.71 - 2,349.71 0.0286 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps - - - -

1.0000 Bh Got U-20 12,770.00 - 2,554.00 2,554.00

0.2000 Uph Meletakkan 57,080.00 - 9,132.80 9,132.80

0.1600 M3 Pas. Conblok ad 1 : 3 26,440.00 15,864.00 - 15,864.00



11 1 M' PASANG GOT - 30 - CM 18,200.00 - 2,229.50 2,229.50

0.1225 M3 Galian tanah 108,550.00 2,171.00 - 2,171.00

0.0200 M3 Urugan Pasir 82,240.00 2,937.14 - 2,937.14

0.0357 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps - - - -

1.0000 Bh Got U-30 12,770.00 - 3,831.00 3,831.00

0.3000 Uph Meletakkan 57,080.00 - 9,132.80 9,132.80

0.1600 M3 Pas. Conblok ad 1 : 3 26,440.00 15,864.00 - 15,864.00



12 1 M' PASANG GOT - U 40 CM 18,200.00 - 3,685.50 3,685.50

0.2025 M3 Galian tanah 108,550.00 2,171.00 - 2,171.00 0.0200 M3 Urugan Pasir 82,240.00 4,112.00 - 4,112.00 0.0500 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps - - - -

1.0000 Bh Got U-40 12,770.00 - 5,108.00 5,108.00

0.4000 Uph Meletakkan 57,080.00 - 9,132.80 9,132.80

0.1600 M3 Pas. Conblok ad 1 : 3 26,440.00 15,864.00 - 15,864.00



II GORONG-GORONG

13 1 M' PEK. GORONG-GORONG TYPE GR.1 18,200.00 - 20,893.60 20,893.60 1.1480 M3 Galian Tanah 108,550.00 7,598.50 - 7,598.50 0.0700 M3 Urugan Pasir 444,640.00 244,552.00 - 244,552.00


1.3000 M2 Plesteran Ad 1 Pc : 3 Ps 4,180.00 1,100.76 - 1,100.76

0.2633 M2 Urugan Tanah Kembali 2,615,940.00 251,130.24 - 251,130.24

0.0960 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 4,140.21 4,140.21

0.8847 m3 Perataan tanah bekas galian JUMLAH 538,753.50 25,033.81 563,787.31


14 1 M' PEK. GORONG-GORONG TYPE GR.2 18,200.00 - 25,116.00 25,116.00 1.3800 M3 Galian Tanah 108,550.00 8,141.25 - 8,141.25

0.0750 M3 Urugan Pasir 444,640.00 280,123.20 - 280,123.20 0.6300 M3 Pas Batu belah kali Ad. 1 Pc : 4 Ps 26,440.00 42,304.00 - 42,304.00 1.6000 M2 Plesteran Ad 1 Pc : 3 Ps 4,180.00 1,293.88 - 1,293.88

0.3095 M2 Urugan Tanah Kembali 2,615,940.00 282,521.52 - 282,521.52 0.1080 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 5,009.75 5,009.75 1.0705 m3 Perataan tanah bekas galian JUMLAH 614,383.85 30,125.75 644,509.60


15 1 M' PEK. GORONG-GORONG TYPE GR.3 18,200.00 - 29,702.40 29,702.40

1.6320 M3 Galian Tanah 108,550.00 8,684.00 - 8,684.00

0.0800 M3 Urugan Pasir 444,640.00 315,694.40 - 315,694.40



0.3557 M2 Urugan Tanah Kembali 2,615,940.00 313,912.80 - 313,912.80

0.1200 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 5,972.90 5,972.90

1.2763 m3 Perataan tanah bekas galian JUMLAH 690,014.19 35,675.30 725,689.49


16 1 M' PEK. GORONG-GORONG TYPE GR.4 18,200.00 - 36,199.80 36,199.80

1.9890 M3 Galian Tanah 108,550.00 9,226.75 - 9,226.75

0.0850 M3 Urugan Pasir 444,640.00 364,604.80 - 364,604.80



0.4250 M2 Urugan Tanah Kembali #REF! #REF! - #REF!

0.1320 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 7,319.33 7,319.33 1.5640 m3 Perataan tanah bekas galian JUMLAH #REF! 43,519.13 #REF!

Dibulatkan #REF!



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

17 1 M' PEK. GORONG-GORONG TYPE GR.5 18,200.00 - 41,605.20 41,605.20 2.2860 M3 Galian Tanah 108,550.00 9,769.50 - 9,769.50

0.0900 M3 Urugan Pasir 444,640.00 400,176.00 - 400,176.00 0.9000 M3 Pas Batu belah kali Ad. 1 Pc : 4 Ps 26,440.00 68,744.00 - 68,744.00 2.6000 M2 Plesteran Ad 1 Pc : 3 Ps 4,180.00 1,969.78 - 1,969.78

0.4712 M2 Urugan Tanah Kembali #REF! #REF! - #REF! 0.1440 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 8,493.08 8,493.08 1.8148 m3 Perataan tanah bekas galian JUMLAH #REF! 50,098.28 #REF!

Dibulatkan #REF!

18 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 5 M' 563,780.00 2,029,000.00 2,029,000.00

3.6000 BH Pekerjaan GR 1





17 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 8M' 563,780.00 3,720,000.00 3,720,000.00 6.6000 BH Pekerjaan GR 1


4.4000 M' Pekerjaan GR 2

19 1 BH PEK. GORONG-GORONG TYPE GR.3 DMJ 6 725,680.00 3,048,000.00 3,048,000.00







6.2000 M' Pekerjaan GR 323 1 BH PEK. GORONG-GORONG TYPE GR.3 DMJ 10 725,680.00 5,950,576.00 5,950,576.00


24 1 BH PEK. GORONG-GORONG TYPE GR.4 DMJ 10 #REF! #REF! #REF!


25 1 BH PEK. GORONG-GORONG TYPE GR.5 DMJ 12 #REF! #REF! #REF!


25 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S1) #REF! #REF! #REF!

0.0448 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl Dibulatkan #REF!





28 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S4) #REF! #REF! #REF! 0.0640 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl Dibulatkan #REF!

29 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S5) #REF! #REF! #REF! 0.0768 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl Dibulatkan #REF!

30 1 M2. PEK. GEBALAN RUMPUT - - - -

0.1800 M3 Urugan Tanah digemburkan - - - -

1.0000 M2 Gebalan rumput gajah - - - -

1.0000 Kg Pupuk Kandang 40,000.00 - 2,000.00 2,000.00

0.0500 Uph Pekerja JUMLAH - 2,000.00 2,000.00

Dibulatkan 2,000.00

III. PEKERJAAN LAIN-LAIN :

1 1 BH SUMUR RESAPAN t = 2 m 18,200.00 - 23,430.68 23,430.68

1.2874 M3 Galian Tanah 4,680.00 - 6,025.03 6,025.03

1.2874 M3 Perataan tanah bekas galian 76,900.00 261,460.00 - 261,460.00

3.4000 m2 Pas. batu-bata ad. 1 Pc : 5 Psr - - - -

0.7500 Btg Sulingan Pipa PVC 1" pj. 25 Cm 81,000.00 40,694.40 - 40,694.40

0.5024 M3 batu kali kosong 3,500.00 17,500.00 - 17,500.00

5.0000 kg Pas. lapisan ijuk 2,034,050.00 127,738.34 - 127,738.34 0.0628 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl JUMLAH 447,392.74 29,455.71 476,848.45


2 1 BH. PEK . PENANAMAN POHON PELINDUNG 18,200.00 - 2,275.00 2,275.00

0.1250 M3 Galian Tanah 4,180.00 - 313.50 313.50

0.0750 M3 Urugan Tanah Kembali - - - -

5.0000 Kg Pupuk Kandang - - - -



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

1.0000 Btg Pohon Angsana t. 1,5 m' 15,000.00 15,000.00 - 15,000.00

1.0000 Ls Steger / Pengaman 40,000.00 - 4,000.00 4,000.00 0.1000 Uph Pekerja JUMLAH 15,000.00 6,588.50 21,588.50


3 1 BH. PEK . PAPAN NAMA JALAN 18,200.00 - 819.00 819.00

0.0450 M3 Galian Tanah 108,550.00 325.65 - 325.65

0.0030 M3 Urugan Pasir 880,350.00 63,385.20 - 63,385.20

0.0720 M3 Pas. Cor Beton Ad. 1 Pc : 2 Ps : 3 Krl 4,680.00 - 67.86 67.86

0.0145 M3 Perataan tanah bekas galian - - - -

1.0000 Bh. Papan Nama Jalan JUMLAH 63,710.85 886.86 64,597.71 Dibulatkan 64,590.00

B. PEKERJAAN PRASARANA :

I. PEKERJAAN JALAN

1 BIAYA BAHAN BAKAR, MINYAK PELUMAS & SEWA ALAT SELAMA 25 HARI

20.0000 Ltr Solar x 25 Hari 5,500.00 2,750,000.00 - 2,750,000.00 0.2500 Ltr Pelumas x 25 Hari 50,000.00 312,500.00 - 312,500.00 1.0000 hr Sewa Alat x 25 Hari 650,000.00 16,250,000.00 - 16,250,000.00

JUMLAH #REF! #REF! 19,312,500.00


2 BIAYA MENGGILAS

25.0000 Uph Masinis 80,000.00 - 2,000,000.00 2,000,000.00

25.0000 Uph Pembantu Masinis - - - - 30.0000 Uph Penjaga - - - - 150.0000 Uph Pekerja 40,000.00 - 6,000,000.00 6,000,000.00

1.0000 Ls Bhn bakar, myk pelumas & Sewa Alat 25 hari 19,312,500.00 19,312,500.00 - 19,312,500.00

JUMLAH 19,312,500.00 8,000,000.00 27,312,500.00


3 1 M2 PAS. ONDERLAAG/LPB BATU BELAH

0.2000 M3 Batu belah 15/20 cm 165,000.00 33,000.00 - 33,000.00 0.0500 M3 Batu Pecah 5-7 cm 141,600.00 7,080.00 - 7,080.00 0.0190 Uph Mandor 55,000.00 - 1,045.00 1,045.00

0.3750 Uph Pekerja 40,000.00 - 15,000.00 15,000.00

0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas 27,312,500.00 - 3,641.67 3,641.67

JUMLAH 40,080.00 19,686.67 59,766.67


4 1 M2 PAS. ONDERLAAG/LPB PADAS BANGKONG

0.2000 M3 Batu Padas Bangkong - - - -

0.0500 M3 Pasir Batu (Sirtu) t. 10 cm 162,000.00 8,100.00 - 8,100.00

0.0190 Uph Mandor 55,000.00 - 1,045.00 1,045.00

0.3750 Uph Pekerja 40,000.00 - 15,000.00 15,000.00



4 1 M2 ONDERLAAG/LPB PASIR BATU (SIRTU) T. 20 CM


0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.0500 Uph Pekerja 40,000.00 - 2,000.00 2,000.00

0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas 3,641.67 - 0.49 0.49

JUMLAH 38,880.00 2,275.49 41,155.49


5 1 M2 ONDERLAAG/LPB PASIR BATU (SIRTU) T. 25 CM 0.3000 M3 Pasir Batu (Sirtu) t. 25 cm 162,000.00 48,600.00 - 48,600.00 0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.0500 Uph Pekerja 40,000.00 - 2,000.00 2,000.00


JUMLAH 48,600.00 5,916.67 54,516.67


6 1 M2 ONDERLAAG/LPB PASIR BATU (SIRTU) T. 30 CM


0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.0500 Uph Pekerja 40,000.00 - 2,000.00 2,000.00

0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas 27,312,500.00 - 3,641.67 3,641.67 JUMLAH 58,320.00 5,916.67 64,236.67



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8


7 1 M2 LAPEN (2/3 + 2/1)+LAPIS CHIP

0.0300 M3 Batu pecah 2/3 141,600.00 4,248.00 - 4,248.00

0.0120 M3 Batu pecah 1/2 100,000.00 1,200.00 - 1,200.00

0.0100 M3 Batu Chiping 0,5 - 1 cm 211,012.00 2,110.12 - 2,110.12

2.0000 Kg Aspal 8,000.00 16,000.00 - 16,000.00

0.0150 M3 Kayu bakar - - - -

0.0100 M3 Alat Bantu pekerjaan jalan - - - -

0.0120 Uph Mandor 55,000.00 - 660.00 660.00

0.0080 Uph Juru godog - - - -

0.2000 Uph Pekerja 40,000.00 - 8,000.00 8,000.00 0.0001 Ls Pemadatan = 1/7500 X Biaya Menggilas 27,312,500.00 - 3,641.67 3,641.67

JUMLAH 23,558.12 12,301.67 35,859.79


8 1 M2 MENGASPAL DENGAN PASIR

0.0120 M3 Pasir Pasang 95,000.00 1,140.00 - 1,140.00

1.5000 Kg Aspal 8,000.00 12,000.00 - 12,000.00

0.0040 M3 Kayu bakar - - - -

0.0030 Uph Mandor 55,000.00 - 165.00 165.00 0.0020 Uph Juru godog - - - - 0.0500 Uph Pekerja 40,000.00 - 2,000.00 2,000.00

0.0001 Ls Biaya menggilas 1/75000 x W.4 27,312,500.00 - 3,641.67 3,641.67

JUMLAH 13,140.00 5,806.67 18,946.67


9 1 M2 MENGASPAL DENGAN SHAND SHEET

0.0120 M3 Pasir Pasang + chip 153,006.00 1,836.07 - 1,836.07

1.5000 Kg Aspal 8,000.00 12,000.00 - 12,000.00

0.0040 M3 Kayu bakar - - - -

0.0100 Ls Alat Bantu pekerjaan jalan - - - -

0.0040 Uph Mandor 55,000.00 - 220.00 220.00


0.0800 Uph Pekerja 40,000.00 - 3,200.00 3,200.00

0.0000 Ls Biaya menggilas 1/50000 x W.4 27,312,500.00 - 546.25 546.25

JUMLAH 13,836.07 3,966.25 17,802.32


10 1 M2 MENGASPAL DENGAN SHAND SHEET T. 3 CM

0.7500 M3 Pasir Pasang 95,000.00 71,250.00 - 71,250.00

1.5000 M3 Kayu bakar - - - -

0.7500 M3 Batu Chip 0,5 - 1 cm 211,012.00 158,259.00 - 158,259.00

0.4000 Uph Mandor 55,000.00 - 22,000.00 22,000.00


8.1000 Uph Pekerja 40,000.00 - 324,000.00 324,000.00

0.0040 Ls Biaya menggilas 3/750 x W.4 27,312,500.00 - 109,250.00 109,250.00 Untuk ketebalan 3 cm = 229,509.00 455,250.00 684,759.00

0.0300 X 6,885.27 6,885.27 13,770.54

4.7000 Kg Aspal 8,000.00 37,600.00 37,600.00

Jadi 1 M2 JUMLAH 44,485.27 44,485.27 88,970.54

11 1 M2 PEK. PAVING 5 - 6 CM - 200 KG/M² (Untuk Trotoar)

1.0000 M2 Paving Stone t. 5 - 6 cm - - - -

0.0600 M3 Pasir Pasang 95,000.00 5,700.00 - 5,700.00

0.0045 Uph Mandor 55,000.00 - 247.50 247.50

0.0450 Uph Tukang Batu 50,000.00 - 2,250.00 2,250.00

0.0650 Uph Pekerja 40,000.00 - 2,600.00 2,600.00


7 1 M2 PEK. PAVING 6 CM - 300 KG/M² (Untuk Jalan & Pelataran)


0.0600 M3 Pasir Pasang 95,000.00 5,700.00 - 5,700.00

0.0045 Uph Mandor 55,000.00 - 247.50 247.50

0.0450 Uph Tukang Batu 50,000.00 - 2,250.00 2,250.00

0.0650 Uph Pekerja 40,000.00 - 2,600.00 2,600.00

JUMLAH 43,700.00 5,097.50 48,797.50


8 1 M2 PEK. PAVING 8 CM - 300 KG/M² (Untuk Jalan & pelataran)

1.0000 M2 Paving Stone t. 8 cm 95,000.00 95,000.00 - 95,000.00 0.0600 M3 Pasir Pasang 95,000.00 5,700.00 - 5,700.00



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0060 Uph Mandor 55,000.00 - 330.00 330.00

0.0600 Uph Tukang Batu 50,000.00 - 3,000.00 3,000.00

0.0867 Uph Pekerja 40,000.00 - 3,468.00 3,468.00

JUMLAH 100,700.00 6,798.00 107,498.00


9 1 M2 PEK. PAVING 10 CM - 300 KG/M² (Untuk Jalan & Pelataran)

1.0000 M2 Paving Stone t. 10 cm - - - -

0.0600 M3 Pasir Pasang 95,000.00 5,700.00 - 5,700.00

0.0060 Uph Mandor 55,000.00 - 330.00 330.00

0.0600 Uph Tukang Batu 50,000.00 - 3,000.00 3,000.00

0.0867 Uph Pekerja 40,000.00 - 3,468.00 3,468.00

JUMLAH 5,700.00 6,798.00 12,498.00


9 100 KG UPAH MELETAKKAN BETON KANSTEEN

0.0050 Uph Mandor 55,000.00 - 275.00 275.00

0.0500 Uph Tukang batu 50,000.00 - 2,500.00 2,500.00

0.2500 Uph Pekerja 40,000.00 - 10,000.00 10,000.00

JUMLAH - 12,775.00 12,775.00


10 1 M3 PEREKAT AD. 1 Pc : 3 Ps


1.0800 M3 Pasir Pasang 95,000.00 102,600.00 - 102,600.00

JUMLAH 623,400.00 - 623,400.00


11 1 M' KANSTEEN UK. 10 x 20 x 50 cm (STD) 2.0000 Bh Kansteen uk. 15/20 x 30 x 50 cm 9,000.00 18,000.00 - 18,000.00 0.0030 M3 Perekat Ad. 1 Pc : 3 Ps 623,400.00 1,870.20 - 1,870.20 0.2300 Uph Upah meletakan 12,770.00 - 2,937.10 2,937.10

JUMLAH 19,870.20 2,937.10 22,807.30


12 1 M2 PEK. TROTOAR PAVING T. 5 - 6 CM - 200 KG/M2

0.0500 M3 Pasir Pasang 95,000.00 4,750.00 - 4,750.00

1.0000 m2 Paving tebal 5 - 6 cm 10,790.00 10,790.00 - 10,790.00

JUMLAH 15,540.00 - 15,540.00


13 1 M' PEK. JALAN PAVING T. 6 CM - 300 KG/M2 DMJ 6 (lebar Perkerasan 3 m) 0.6000 m3 Galian Tanah 18,200.00 10,920.00 10,920.00

2.8000 m2 Pasir Batu (Sirtu) t. 20 cm 41,150.00 115,220.00 115,220.00

2.8000 m2 Paving tebal 6 cm 48,790.00 136,612.00 136,612.00

2.0000 M' Beton Kanstein uk. 20 x 30 x 50 cm 22,800.00 45,600.00 45,600.00

JUMLAH 297,432.00 10,920.00 308,352.00


14 1 M' PEK. JALAN PAVING T. 8 CM - 300 KG/M2 DMJ 8 (lebar Perkerasan 4 m)

0.8000 m3 Galian Tanah 18,200.00 - 14,560.00 14,560.00 3.8000 m2 Pasir Batu (Sirtu) t. 25 cm 54,510.00 207,138.00 - 207,138.00 3.8000 m2 Paving tebal 8 cm (Holand) 107,490.00 408,462.00 - 408,462.00

2.0000 M' Beton Kanstein uk. 20 x 30 x 50 cm 22,800.00 45,600.00 - 45,600.00

JUMLAH 661,200.00 14,560.00 675,760.00



1.0000 m3 Galian Tanah 18,200.00 - 18,200.00 18,200.00


4.8000 m2 Paving tebal 8 cm (Holand) 107,490.00 515,952.00 - 515,952.00 2.0000 M' Beton Kanstein uk. 20 x 30 x 50 cm 22,800.00 45,600.00 - 45,600.00

JUMLAH 869,856.00 18,200.00 888,056.00



1.2000 m3 Galian Tanah 18,200.00 - 21,840.00 21,840.00



2.0000 M' Beton Kanstein uk. 20 x 30 x 50 cm 22,800.00 45,600.00 - 45,600.00


II PEKERJAAN SALURAN & GORONG-GORONG

1 1 M' PEK. SALURAN TYPE S.1 ( Pas. Dinding. 15 Cm )

0.3737 M3 Galian Tanah 18,200.00 6,802.25 - 6,802.25



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.0210 M3 Urugan Pasir 108,550.00 2,279.55 - 2,279.55


0.5000 M2 Plesteran Ban-banan Ad 1 Pc : 3 Ps 26,440.00 13,220.00 - 13,220.00 0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm 11,500.00 718.75 - 718.75

JUMLAH 116,394.95 - 116,394.95



0.5063 M3 Galian Tanah 18,200.00 - 9,213.75 9,213.75 0.0275 M3 Urugan Pasir 108,550.00 2,985.13 - 2,985.13 0.2475 M3 Pas Batu belah kali Ad. 1 Pc : 4 Ps 444,640.00 110,048.40 - 110,048.40

0.5000 M2 Plesteran Ban-banan Ad 1 Pc : 3 Ps 26,440.00 13,220.00 - 13,220.00

0.0625 Btg Sulingan Pipa PVC 1" pj. 25 Cm 11,500.00 718.75 - 718.75

JUMLAH 126,972.28 9,213.75 136,186.03






JUMLAH 147,523.83 11,989.25 159,513.08



0.8750 M3 Galian Tanah 18,200.00 - 15,925.00 15,925.00

0.0600 M3 Urugan Pasir 108,550.00 6,513.00 - 6,513.00 0.4700 M3 Pas Batu belah kali Ad. 1 Pc : 4 Ps 444,640.00 208,980.80 - 208,980.80 0.7000 M2 Plesteran Ban-banan Ad 1 Pc : 3 Ps 26,440.00 18,508.00 - 18,508.00


JUMLAH 234,720.55 15,925.00 250,645.55



1.0700 M3 Galian Tanah 18,200.00 - 19,474.00 19,474.00

0.0470 M3 Urugan Pasir 108,550.00 5,101.85 - 5,101.85




JUMLAH 264,434.20 19,474.00 283,908.20


4 1 M' PEK. SALURAN TANAH TYPE S.3

0.6588 M3 Galian Tanah 18,200.00 - 11,989.25 11,989.25

0.1400 Uph Pekerja untuk perapian galian 40,000.00 5,600.00 - 5,600.00

JUMLAH 5,600.00 11,989.25 17,589.25


5 1 M' PEK. TERJUNAN TYPE T.2 ( Pas. Dinding. 15 Cm )

0.8800 M3 Galian Tanah 18,200.00 - 16,016.00 16,016.00

0.0550 M3 Urugan Pasir 108,550.00 5,970.25 - 5,970.25




JUMLAH 313,148.80 16,016.00 329,164.80


6 0.0400 M3 Galian tanah 18,200.00 - 728.00 728.00 0.0200 M3 Urugan Pasir 108,550.00 2,171.00 - 2,171.00

0.0286 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps 82,240.00 2,349.71 - 2,349.71

1.0000 Bh Got U-15 25,000.00 25,000.00 - 25,000.00

0.1500 Uph Meletakkan 12,770.00 - 1,915.50 1,915.50

0.0120 M2 Plesteran Siar ad. 1 Pc : 2 Ps 9,226.75 110.72 - 110.72

JUMLAH 29,631.44 2,643.50 32,274.93


6 1 M2 PASANGAN DINDING CON BLOK 1 : 4

0.1240 Sak Pc ( Portland seman 40 kg ) 62,000.00 7,688.00 - 7,688.00 12.5000 Bh Con Blok 1,200.00 15,000.00 15,000.00

0.0135 M2 Pasir Pasang 95,000.00 1,282.50 1,282.50

0.1500 Uph Mandor 55,000.00 8,250.00 8,250.00

1 M' PASANG GOT U - 15 CM



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

0.1650 Uph Tukang Batu 50,000.00 8,250.00 8,250.00

0.1500 Uph Pekerja 40,000.00 6,000.00 6,000.00

JUMLAH 16,282.50 22,500.00 46,470.50


7 1 M' PASANG GOT - 20 CM

0.0625 M3 Galian tanah 18,200.00 - 1,137.50 1,137.50

0.0200 M3 Urugan Pasir 108,550.00 2,171.00 - 2,171.00

0.0286 M2 Pasangan Batu-bata Ad. 1 Pc : 3 Ps 82,240.00 2,349.71 - 2,349.71 1.0000 Bh Got U-20 30,000.00 30,000.00 - 30,000.00 0.2000 Uph Meletakkan 12,770.00 - 2,554.00 2,554.00

0.1600 M3 Pas. Conblok ad 1 : 3 46,470.00 - 7,435.20 7,435.20

0.6000 M2 Plesteran Siar ad. 1 Pc : 3 Ps 26,440.00 15,864.00 - 15,864.00

JUMLAH 50,384.71 11,126.70 61,511.41


8 1 M' PASANG GOT - 30 - CM

0.1225 M3 Galian tanah 18,200.00 - 2,229.50 2,229.50

0.0200 M3 Urugan Pasir 108,550.00 2,171.00 - 2,171.00


1.0000 Bh Got U-30 27,500.00 27,500.00 - 27,500.00

0.3000 Uph Meletakkan 12,770.00 - 3,831.00 3,831.00

0.1600 M3 Pas. Conblok ad 1 : 3 46,470.00 - 7,435.20 7,435.20


JUMLAH 48,472.14 13,495.70 61,967.84


9 1 M' PASANG GOT - U 40 CM

0.2025 M3 Galian tanah 18,200.00 - 3,685.50 3,685.50

0.0200 M3 Urugan Pasir 108,550.00 2,171.00 - 2,171.00


1.0000 Bh Got U-40 35,000.00 35,000.00 - 35,000.00

0.4000 Uph Meletakkan 12,770.00 - 5,108.00 5,108.00

0.1600 M3 Pas. Conblok ad 1 : 3 46,470.00 - 7,435.20 7,435.20


JUMLAH 57,147.00 16,228.70 73,375.70


10 1 M' PEK. GORONG-GORONG TYPE GR.1



0.2633 M2 Urugan Tanah Kembali 4,180.00 1,100.76 - 1,100.76

0.0960 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 2,615,940.00 251,130.24 - 251,130.24


JUMLAH 538,753.50 25,033.81 563,787.31




1.6000 M2 Plesteran Ad 1 Pc : 3 Ps 26,440.00 42,304.00 - 42,304.00 0.3095 M2 Urugan Tanah Kembali 4,180.00 1,293.88 - 1,293.88 0.1080 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 2,615,940.00 282,521.52 - 282,521.52

1.0705 m3 Perataan tanah bekas galian 4,680.00 - 5,009.75 5,009.75 JUMLAH 614,383.85 30,125.75 644,509.60



1.6320 M3 Galian Tanah 18,200.00 - 29,702.40 29,702.40

0.0800 M3 Urugan Pasir 108,550.00 8,684.00 - 8,684.00




0.1200 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl 2,615,940.00 313,912.80 - 313,912.80


JUMLAH 690,014.19 35,675.30 725,689.49



1.9890 M3 Galian Tanah 18,200.00 - 36,199.80 36,199.80

0.0850 M3 Urugan Pasir 108,550.00 9,226.75 - 9,226.75




( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8



0.1320 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl #REF! #REF! - #REF!


JUMLAH #REF! 43,519.13 #REF! Dibulatkan #REF!


2.2860 M3 Galian Tanah 18,200.00 - 41,605.20 41,605.20

0.0900 M3 Urugan Pasir 108,550.00 9,769.50 - 9,769.50




0.1440 M3 Plat Cor Beton bertulang Ad. 1 Pc : 2 Ps : 3 Krl #REF! #REF! - #REF!


JUMLAH #REF! 50,098.28 #REF!

Dibulatkan #REF!

15 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 5 M' 3.6000 BH Pekerjaan GR 1 563,780.00 2,029,000.00 2,029,000.00

16 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 5 M' 3.4000 BH Pekerjaan GR 2 644,500.00 2,191,000.00 2,191,000.00

13 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 6 M'

4.6000 BH Pekerjaan GR 1 563,780.00 2,593,000.00 2,593,000.00

14 1 BH PEK. GORONG-GORONG TYPE GR.1 DMJ 8M'

6.6000 BH Pekerjaan GR 1 563,780.00 3,720,000.00 3,720,000.00


4.4000 M' Pekerjaan GR 2 644,500.00 2,835,000.00 2,835,000.00 16 1 BH PEK. GORONG-GORONG TYPE GR.3 DMJ 6

4.2000 M' Pekerjaan GR 3 725,680.00 3,048,000.00 3,048,000.00


6.4000 M' Pekerjaan GR 2 644,500.00 4,124,000.00 4,124,000.00

18 1 BH PEK. GORONG-GORONG TYPE GR.2 DMJ 10

8.4000 M' Pekerjaan GR 2 644,500.00 5,413,000.00 5,413,000.00


6.2000 M' Pekerjaan GR 3 725,680.00 4,499,216.00 4,499,216.00


8.2000 M' Pekerjaan GR 3 725,680.00 5,950,576.00 5,950,576.00


8.0000 M' Pekerjaan GR 4 #REF! #REF! #REF!


9.6000 M' Pekerjaan GR 5 #REF! #REF! #REF!

22 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S1)

0.0448 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl #REF! #REF! #REF!

Dibulatkan #REF!



Dibulatkan #REF!



Dibulatkan #REF!



Dibulatkan #REF!

26 1 BH. JEMBATAN MASUK PLAT BETON BERTULANG 1:2:3 (S5) 0.0768 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl #REF! #REF! #REF!

Dibulatkan #REF!

27 1 M2. PEK. GEBALAN RUMPUT

0.1800 M3 Urugan Tanah digemburkan 2,110.12 - 379.82 379.82

1.0000 M2 Gebalan rumput gajah - - - -

1.0000 Kg Pupuk Kandang 2,000.00 - 2,000.00 2,000.00

0.0500 Uph Pekerja 40,000.00 - 2,000.00 2,000.00 JUMLAH - 4,379.82 4,379.82

Dibulatkan 4,370.00

III. PEKERJAAN LAIN-LAIN :

1 1 BH SUMUR RESAPAN t = 2 m



( Rp ) ( Rp ) ( Rp ) ( Rp )

1 2 3 4 5 6 7 8

1.2874 M3 Galian Tanah 18,200.00 - 23,430.68 23,430.68

1.2874 M3 Perataan tanah bekas galian 4,680.00 - 6,025.03 6,025.03

3.4000 m2 Pas. batu-bata ad. 1 Pc : 5 Psr 76,900.00 261,460.00 - 261,460.00 0.7500 Btg Sulingan Pipa PVC 1" pj. 25 Cm 18,000.00 13,500.00 - 13,500.00 0.5024 M3 batu kali kosong 102,600.00 51,546.24 - 51,546.24 5.0000 kg Pas. lapisan ijuk 7,000.00 35,000.00 - 35,000.00

0.0628 M3 Pas. Cor Beton Bertulang Ad. 1 Pc : 2 Ps : 3 Krl 2,034,050.00 127,738.34 - 127,738.34

JUMLAH 489,244.58 29,455.71 518,700.29


2 1 BH. PEK . PENANAMAN POHON PELINDUNG

0.1250 M3 Galian Tanah 18,200.00 - 2,275.00 2,275.00

0.0750 M3 Urugan Tanah Kembali 4,180.00 - 313.50 313.50

5.0000 Kg Pupuk Kandang 2,000.00 10,000.00 - 10,000.00

1.0000 Btg Pohon Angsana t. 1,5 m' 90,000.00 90,000.00 - 90,000.00

1.0000 Ls Steger / Pengaman 15,000.00 15,000.00 - 15,000.00

0.1000 Uph Pekerja 40,000.00 - 4,000.00 4,000.00

JUMLAH 115,000.00 6,588.50 121,588.50


3 1 BH. PEK . PAPAN NAMA JALAN

0.0450 M3 Galian Tanah 18,200.00 - 819.00 819.00

0.0030 M3 Urugan Pasir 108,550.00 325.65 - 325.65

0.0720 M3 Pas. Cor Beton Ad. 1 Pc : 2 Ps : 3 Krl #REF! #REF! - #REF!

0.0145 M3 Perataan tanah bekas galian 4,680.00 - 67.86 67.86

1.0000 Bh. Papan Nama Jalan 200,000.00 200,000.00 - 200,000.00

JUMLAH #REF! 886.86 #REF!

Dibulatkan #REF!

4 1 M3 PEKERJAAN CUT & FILL SETEMPAT

0.0257 Jam Bul Dozer D.5 - D.7 26,000 668.27 - 668.27

0.0634 Jam Excavator PC. 200 #REF! #REF! - #REF!

0.0064 Jam Mandor 55,000 - 353.41 353.41

0.0257 Jam Pekerja 40,000 - 1,028.11 1,028.11

JUMLAH #REF! 1,381.53 #REF!

Dibulatkan #REF!

5 1 M3 PEKERJAAN FILL (DARI HASIL CUT JARAK BUANG + 100 M)

0.0129 Jam Bul Dozer D.5 26,000 334.14 - 334.14

0.0410 Jam Dump Truck 225,000 9,216.87 - 9,216.87

BILL OFF QUANTITY (BOQ)Pekerjaan : Pembangunan Sarana InfrastrukturLokasi : Perumahan Pasundan Grand Village

VOLUME HARGA

NO URAIAN PEKERJAAN SAT SATUAN TUNGGAL ( Rp. )

1. 2. 3. 5. 6.

I PEKERJAAN SALURAN A. Saluran ROW 6/Kavling

1 Pekerjaan Bouwplank Ls 1.000 500,000.00 2 Pekerjaan Galian Tanah 243.950 28,437.50 3 Pekerjaan Batu Kali 203.291 360,140.00 4 Pekerjaan Buis Beton 1/2 U 30 cm M' 470.100 60,550.00 6 Pekerjaan Buis Beton D 40 cm akses ke carport M' 237.000 136,000.00

B. Saluran Jalan Utama1 Pekerjaan Bouwplank Ls 1.000 350,000.00 2 Pekerjaan Galian Tanah 163.520 28,437.50 3 Pekerjaan Batu Kali 224.000 360,140.00 4 Pekerjaan Buis Beton 1/2 U 50 cm 220.000 136,000.00 5 Pekerjaan Buis Beton D 50 cm akses ke carport 63.000 215,000.00

C. Crossing Row 61 Pekerjaan Bouwplank Ls 1.000 150,000.00 2 Pekerjaan Galian Tanah 9.869 28,437.50 3 Pekerjaan Batu Kali 3.906 360,140.00 4 Pekerjaan Buis Beton D 40 cm 220.000 136,000.00 5 Pekerjaan Plat Beton t = 12 cm tul.pokok D 12 - 150, tul. Bagi D 10 - 150 1.764 2,729,500.00

D. Crossing Jalan Utama1 Pekerjaan Bouwplank Ls 1.000 150,000.00 2 Pekerjaan Galian Tanah 20.430 28,437.50 3 Pekerjaan Batu Kali 13.350 360,140.00 4 Pekerjaan Buis Beton D 50 cm 220.000 215,000.00 5 Pekerjaan Plat Beton t = 12 cm tul.pokok D 12 - 150, tul. Bagi D 10 - 150 2.520 2,729,500.00

III PEKERJAAN CERUCUK1 Pekerjaan Cerucuk Jalan Utama 12x 46 m'

- Bambu Gombong D 10-15 cm Seg 14.000 900,000.00 - Pemancangan Cerucuk Bambu Seg 14.000 180,000.00

2 Pekerjaan Cerucuk Jalan Masuk Utama 1 x 40 m'- Bambu Gombong D 10-15 cm Seg 3.333 900,000.00 - Pemancangan Cerucuk Bambu Seg 3.333 180,000.00

3 Pekerjaan Cerucuk Fasum Mata Air- Bambu Gombong D 10-15 cm Seg 10.369 900,000.00 - Pemancangan Cerucuk Bambu Seg 10.369 180,000.00

IV PEKERJAAN DINDING PENAHAN TANAH A. DPT Mata Air

1 Pekerjaan Bouwplank Ls 1.000 150,000.00 2 Pekerjaan Galian Tanah 163.312 28,437.50 1 Pas. DPT Batu kali area mata air 163.312 360,140.00 2 Pipa PVC D 2" M' 38.884 45,410.00

B. DPT Masjid

M³M³

M³M³M³M³

M³M³M³M³

M³M³M³M³

M³M³

VOLUME HARGA

NO URAIAN PEKERJAAN SAT SATUAN TUNGGAL ( Rp. )

1. 2. 3. 5. 6. 1 Pekerjaan Bouwplank Ls 1.000 150,000.00 2 Pekerjaan Galian Tanah 34.646 28,437.50 1 Pas. DPT Batu kali area mata air 321.923 360,140.00 2 Pipa PVC D 2" M' 128.893 45,410.00

JUMLAH TOTAL JASA KONTRAKTOR 10 %TOTAL

M³M³

BILL OFF QUANTITY (BOQ)Panjang Saluran Kavling 707.1

Panjang Saluran Kavling utk carport 470.1

JMLH HARGA TUNGGAL

( Rp. ) 8.

141,347,179.69 31.05 500,000.00 6,937,313.91 30000 73,213,310.78 28,464,555.00 32,232,000.00

129,136,460.00 350,000.00 4,650,100.00 80,671,360.00 29,920,000.00 13,545,000.00

36,572,180.31 150,000.00 280,635.47 1,406,706.84 29,920,000.00 4,814,838.00

59,717,187.13 150,000.00 580,978.13 4,807,869.00 47,300,000.00 6,878,340.00

29,918,520.00

12,600,000.00 2,520,000.00

3,000,000.00 600,000.00

9,332,100.00 1,866,420.00 188,300,541.46 188,300,541.46 65,374,982.63 150,000.00 4,644,177.89 58,815,093.65 1,765,711.09 122,925,558.83

JMLH HARGA TUNGGAL

( Rp. ) 8.

150,000.00 985,257.00 115,937,277.19 5,853,024.64 584,992,068.59 58,499,206.86 643,491,275.45

rab fasum pgv

Documents