ANALISA 2012 Autosaved

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REKAPITULASI ANALISA HARGA No. URAIAN HARGA SATUAN 61,190.00 851,870.00 560,430.00 41,730.00 13,880.00 139,040.00 143,620.00 587,340.00 776,700.00 945,140.00 995,610.00 139,060.00 41,810.00 144,330.00 154,570.00 350,480.00 99,860.00 57,140.00 24,600.00 194,110.00 134,610.00 199,260.00 110,700.00 153,410.00 190,510.00 37,650.00 53,480.00 63,550.00 77,000.00 4,127,260.00 368,580.00 45,760.00 174,770.00 210,460.00 22,760.00 127,030.00 712,940.00 144,910.00 A PEKERJAAN PERSIAPAN A004 Membuat 1 m2 Kantor Direksi A005 Membuat 1 m2 Papan Nama Proyek B PEKERJAAN TANAH (SNI 2835:2008) B001 Menggali 1 m3 tanah biasa sedalam 1 meter B011 Mengurug kembali 1 m3 galian B013 Mengurug 1 m3 pasir urug B017 Mengurug 1 m3 Basecouse padat C003 Memasang 1 m3 pondasi batu belah, campuran 1 PC : 5 PP D PEKERJAAN BETON (SNI 7394:2008) D001 Membuat 1 m3 lantai kerja 1PC : 3 PS : 5 KR D006 Membuat 1 m3 beton mutu f’c = 14,5 MPa (K 175), slump (12 ± 2) cm, w/c D008 Membuat 1 m3 beton mutu f’c = 19,3 MPa (K 225), slump (12 ± 2) cm, w/c D023 Pembesian 10 kg dengan besi polos atau besi ulir D025 Memasang 1 m2 jaring kawat baja/wire mesh D026 Memasang 1 m2 bekisting untuk pondasi D027 Memasang 1 m2 bekisting untuk sloof D028 Memasang 1 m2 bekisting untuk kolom E PEKERJAAN DINDING (SNI 6897:2008) E010 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, H PEKERJAAN PLESTERAN (SNI 2837:2008) H016 Membuat 1 m2 plesteran 1 PC : 5 PP, tebal 20 mm J PEKERJAAN BESI DAN ALUMINIUM (SNI 7393:2008) J001 Memasang 1 kg besi profil J018 Memasang 1 m’ talang datar/ jurai seng bjls 28 lebar 90 cm L PEKERJAAN PENUTUP ATAP Memasang 1 m2 penutup atap Spandek L019 Memasang 1 m' bubungan atap Spandek O PEKERJAAN SANITAIR O 010 Memasang 1 m' pipa galvanis ø2" Memasang 1 m' pipa galvanis ø2.5" Memasang 1 m' pipa galvanis ø3" O 012 Memasang 1 m' pipa PVC tipe AW ø 1/2" O 014 Memasang 1 m' PVC tipe AW ø 1" O 018 Memasang 1 bh kran air ø 3/4" atau 1/2" O 019 Memasang 1 bh floor drain Memasang 1 bh Water Torn Kav. 1 m3 P PEKERJAAN ELEKTRIKAL P 001 Memasang 1 Titik Instalasi Penerangan P 003 Memasang 1 Bh Saklar Ganda, 10 A, 250 VAC P 004 Memasang 1 Bh Stop Kontak, 1 Phase, 10 A, 250 VAC P 007 Memasang 1 Bh Lampu V - Shape 1x20 W Q PEKERJAAN JALAN LINGKUNGAN DAN DRAINASE Q 008 1 LITER LAPIS PEREKAT (TACK COAT) Q 012 1 M2 HOTMIX HRS T=3 cm KLS JALAN 6 TON LEBIH (PAKAI ALAT BESAR) Q 014 1 M2 LAPISAN PENETRASI (LAPEN) Q 015 1 M1 SALURAN BUIS BETON 1/2 DIA 20 CM + PASANGAN BATA MERAH

Transcript of ANALISA 2012 Autosaved

REKAPITULASI ANALISA HARGA

No. URAIAN HARGA SATUAN

61,190.00 851,870.00 560,430.00

41,730.00 13,880.00 139,040.00 143,620.00 587,340.00

776,700.00 945,140.00 995,610.00 139,060.00 41,810.00 144,330.00 154,570.00 350,480.00

99,860.00

57,140.00

24,600.00 194,110.00

134,610.00 199,260.00

110,700.00 153,410.00 190,510.00 37,650.00 53,480.00 63,550.00 77,000.00 4,127,260.00

368,580.00 45,760.00 174,770.00 210,460.00

22,760.00 127,030.00 712,940.00 144,910.00

A

PEKERJAAN PERSIAPAN A002

Memasang 1 m1 bouplank

A004

Membuat 1 m2 Kantor Direksi A005

Membuat 1 m2 Papan Nama Proyek B

PEKERJAAN TANAH (SNI 2835:2008)

B001

Menggali 1 m3 tanah biasa sedalam 1 meter B011

Mengurug kembali 1 m3 galian B013

Mengurug 1 m3 pasir urug B017

Mengurug 1 m3 Basecouse padat C003

Memasang 1 m3 pondasi batu belah, campuran 1 PC : 5 PP D

PEKERJAAN BETON (SNI 7394:2008) D001

Membuat 1 m3 lantai kerja 1PC : 3 PS : 5 KR D006

Membuat 1 m3 beton mutu f’c = 14,5 MPa (K 175), slump (12 ± 2) cm, w/c = 0,66 D008

Membuat 1 m3 beton mutu f’c = 19,3 MPa (K 225), slump (12 ± 2) cm, w/c = 0,58 D023

Pembesian 10 kg dengan besi polos atau besi ulir D025

Memasang 1 m2 jaring kawat baja/wire mesh D026

Memasang 1 m2 bekisting untuk pondasi D027

Memasang 1 m2 bekisting untuk sloof D028

Memasang 1 m2 bekisting untuk kolom E

PEKERJAAN DINDING (SNI 6897:2008) E010

Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 5 PP H

PEKERJAAN PLESTERAN (SNI 2837:2008) H016

Membuat 1 m2 plesteran 1 PC : 5 PP, tebal 20 mm J

PEKERJAAN BESI DAN ALUMINIUM (SNI 7393:2008) J001

Memasang 1 kg besi profil J018

Memasang 1 m’ talang datar/ jurai seng bjls 28 lebar 90 cm L

PEKERJAAN PENUTUP ATAP Memasang 1 m2 penutup atap Spandek L019

Memasang 1 m' bubungan atap Spandek O

PEKERJAAN SANITAIR O 010

Memasang 1 m' pipa galvanis ø2" Memasang 1 m' pipa galvanis ø2.5" Memasang 1 m' pipa galvanis ø3" O 012

Memasang 1 m' pipa PVC tipe AW ø 1/2" O 014

Memasang 1 m' PVC tipe AW ø 1" O 018

Memasang 1 bh kran air ø 3/4" atau 1/2" O 019

Memasang 1 bh floor drain Memasang 1 bh Water Torn Kav. 1 m3 P

PEKERJAAN ELEKTRIKAL P 001

Memasang 1 Titik Instalasi Penerangan P 003

Memasang 1 Bh Saklar Ganda, 10 A, 250 VAC P 004

Memasang 1 Bh Stop Kontak, 1 Phase, 10 A, 250 VAC P 007

Memasang 1 Bh Lampu V - Shape 1x20 W Q

PEKERJAAN JALAN LINGKUNGAN DAN DRAINASE Q 008

1 LITER LAPIS PEREKAT (TACK COAT) Q 012

1 M2 HOTMIX HRS T=3 cm KLS JALAN 6 TON LEBIH (PAKAI ALAT BESAR) Q 014

1 M2 LAPISAN PENETRASI (LAPEN) Q 015

1 M1 SALURAN BUIS BETON 1/2 DIA 20 CM + PASANGAN BATA MERAH

BILL OF QUANTITY (BQ)

PEKERJAAN : FINISHING KANDANG RESIPIEN 1 LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN (Rp)

1 2 3.00 4 5

I 1 1.00 6,000,000.00 2 16.38 41,730.00 3 10.55 587,340.00 4 210.96 99,860.00 5 326.16 57,140.00 6 49.23 995,610.00 7 8.40 995,610.00 8 492.30 41,810.00 9 39.78 13,906.00 10 0.36 995,610.00 11 68.00 194,110.00 12 42.00 190,510.00 13 474.40 110,700.00 14 342.00 153,410.00 15 6.65 776,700.00 16

19.60 37,650.00 67.60 53,480.00 28.00 63,550.00

Jumlah

PEKERJAAN PERSIAPANPek. Bongkaran + Mobilisasi lsPek. Galian tanah untuk pondasi dan saluran m3Pek. Pasangan batu kali 1: 5 m3Pek. Pasangan bata merah 1 : 5 m2Pek. Plesteran + acian 1 : 5 m2Pek. Beton plat lantai tbl=10 cm K 225 m3Pek. Beton tumbuk tiang penyekat K 225 m3Pek. wiremash M8 m2Pek. Besi Pengikat dia 12 mm kgPek. Beton plat duiker tbl=15 cm m3Pek. Talang seng BJLS m'Pek. Talang tegak pipa Gip dia. 3" m'Pek. Pipa Gip dia. 2" m'Pek. Pipa Gip dia. 21/2' m'Pek. Rabat beton 1 : 3 : 5 m3Pek. Instalasi air bersih pipa PVC type AW- dia. 1/2" m'- dia. 1" m'- Kran air bh

BILL OF QUANTITY (BQ)

PEKERJAAN : FINISHING KANDANG RESIPIEN 2 LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN (Rp)

1 2 3.00 4 5 II 1 1.00 6,000,000.00 2 21.48 41,730.00 3 414.70 99,860.00 4 535.32 57,140.00 5 52.35 995,610.00 6 6.80 995,610.00 7 523.50 41,810.00 8 51.15 13,906.00 9 84.00 194,110.00 10 42.00 190,510.00 11 48.00 110,700.00 12 32.00 153,410.00 13 6.79 776,700.00 14

44.80 37,650.00 89.00 53,480.00 64.00 63,550.00

Jumlah

PEKERJAAN PERSIAPANPek. Bongkaran + Mobilisasi lsPek. Galian tanah untuk saluran m3Pek. Pasangan bata merah 1 : 5 m2Pek. Plesteran + acian 1 : 5 m2Pek. Beton plat lantai tbl=10 cm K 225 m3Pek. Beton tumbuk tiang penyekat K 225 m3Pek. wiremash M8 m2Pek. Besi Pengikat dia 12 mm kgPek. Talang seng BJLS m'Pek. Talang tegak pipa Gip dia. 3" m'Pek. Pipa Gip dia. 2' m'Pek. Pipa Gip dia. 21/2' m'Pek. Rabat beton 1 : 3 : 5 m3Pek. Instalasi air bersih pipa PVC type AW- dia. 1/2" m'- dia. 1" m'- Kran air m'

BILL OF QUANTITY (BQ)

PEKERJAAN : FINISHING KANDANG RESIPIEN 3 LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN (Rp)

1 2 3.00 4 5 III 1 1.00 1,500,000.00 2 12.75 41,730.00 3 470.80 99,860.00 4 593.82 57,140.00 5 60.60 995,610.00 6 606.00 41,810.00 7 56.83 13,906.00 8 15.00 995,610.00 9 6.40 995,610.00 10 100.00 41,810.00 11 15.00 122,760.00 12 84.00 194,110.00 13 42.00 190,510.00 14 48.00 110,700.00 15 30.40 153,410.00 16 7.56 776,700.00 17

56.00 37,650.00 177.00 53,480.00 80.00 63,550.00

Jumlah

PEKERJAAN PERSIAPANPek. Bongkaran lsPek. Galian tanah untuk saluran m3Pek. Pasangan bata merah 1 : 5 m2Pek. Plesteran + acian 1 : 5 m2Pek. Beton plat lantai tbl=10 cm m3Pek. wiremash M8 m2Pek. Besi Pengikat dia 12 mm kgPek. Beton plat lantai tempat parkir tbl=15 cm K 225 m3Pek. Beton tumbuk tiang penyekat K 225 m3Pek. wiremash M8 lantai tempat parkir m2Pek. Hamparan Basecouse lantai tempat parkir m3Pek. Talang seng BJLS m'Pek. Talang tegak pipa Gip dia. 3" m'Pek. Pipa Gip dia. 2' m'Pek. Pipa Gip dia. 21/2' m'Pek. Rabat beton 1 : 3 : 5 m3Pek. Instalasi air bersih pipa PVC type AW- dia. 1/2" m'- dia. 1" m'- Kran air m'

BILL OF QUANTITY (BQ)

PEKERJAAN : PERLUASAN KANDANG REARING LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN VOL. SAT. HARGA SATUAN (Rp)

1 2 3.00 4 5 I 1 9.00 851,870.00 2 0.96 560,430.00 3 24.00 61,190.00 4 1.00 4,500,000.00

Jumlah I II 1 17.50 41,730.00 2 10.57 13,880.00 3 0.36 139,040.00 4 1.14 139,040.00

Jumlah II III 1 1.14 776,700.00 2 1.44 995,610.00 3 3.12 995,610.00 4 1.76 995,610.00 5 56.60 995,610.00 6 2.37 995,610.00 7 566.00 41,810.00

Jumlah III IV 1 61.20 99,860.00 2 55.00 99,860.00 3 128.80 57,140.00 4 7.42 776,700.00 5 110.00 144,910.00 6 0.30 995,610.00 7 11.37 13,906.00 8 566.40 110,700.00 9 186.20 153,410.00 10 20.00 190,510.00

Jumlah IV V 1 158.00 190,510.00 2 378.00 134,610.00 3 42.00 199,260.00 4 84.00 194,110.00 5 35.00 190,510.00 6 ### 24,600.00 7 109.12 13,906.00 8 80.00 17,000.00

Jumlah V

VI 1 8.00 368,580.00

2 4.00 45,760.00 3 8.00 210,460.00

Jumlah VI VII 1 10.00 63,550.00 2 1.00 4,127,260.00 3

12.00 37,650.00 98.00 53,480.00

Jumlah VII

PEKERJAAN PERSIAPANPek. Direksi Keet m2Pek. Papan nama proyek m2Pek. Bouwplank dan pengukuran m'Pek. Administrasi dan dokumentasi + mobilisasi ls

PEKERJAAN GALIAN DAN URUGANPek. Galian tanah pondasi P1 dan sloop S1 m3Pek. Urugan tanah kembali m3Pek. Urugan pasir bawah pondasi t=5 cm m3Pek. Urugan pasir bawah sloop t=5 cm m3

PEKERJAAN BETONPek. Lantai kerja dibawah pondasi dan sloof t=5 cm ad. 1 : 3 : 5 m3Pek. Beton K225; Pondasi P1:60x60cm (besi:241kg/m3+bekisting) m3Pek. Beton K225; Sloof 20/15 cm (besi:180kg/m3+bekisting) m3Pek. Beton K225; Kolom K2:20/20 cm (besi:173kg/m3+bekisting) m3Pek. Beton K225; Plat lantai Tb.10 cm K 225 m3Pek. Beton tumbuk tiang penyekat K 225 m3Pek. wiremash M8 m2

PEKERJAAN PASANGANPas. Bata merah ad. 1 : 5; dinding, saluran + tempat makan dan air minumm2Pas. Bata merah ad. 1 : 5; penahan rabat beton m2Pek. Plesteran + acian ad. 1 : 5 m2Pek. Rabat beton ad. 1 : 3 : 5 tbl=7 cm m3Pek. Saluran air hujan keliling bangunan m'Pek. Beton plat duiker tbl=15 cm m3Pek. Besi Pengikat dia 12 mm kgPek. Pipa Gip dia. 2' penyekat horizontal m'Pek. Pipa Gip dia. 21/2' penyekat vertikal m'Pek. Pipa Gip dia. 3"' penyekat vertikal m'

PEKERJAAN ATAPPek. Kuda-kuda + Tiang Pipa Gip dia. 3" m'Pek. Atap spandek m2Pek. Nok Spandek m'Pek. Talang seng BJLS m'Pek. Talang tegak pipa Gip dia. 3" m'Pek. Gording baja C 150 65 20 3,2 kgPek. Trekstang besi dia. 10 mm kgPek. Angkur baut dia.16 mm bh

PEKERJAAN INSTALASI LISTRIKPengadaan dan Pemasangan Instalasi titik nyala lampu ttkdengan kabel NYM 3x 2,5 mm2Pek. Saklar ganda bhPek. Lampu TL 20 watt bh

PEKERJAAN SANITAIR DAN INSTALASIPas. kran air bhPas. Water torn Cap. 1 m3 + menara bhPek. Instalasi air bersih pipa PVC type AW- dia. 1/2" m'- dia. 1" m'

REKAPITULASI BILL OF QUANTITY (BQ)

PEKERJAAN : PERLUASAN KANDANG REARING LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN

1 2

I II III IV V VI VII

Jumlah VII

PEKERJAAN PERSIAPAN PEKERJAAN GALIAN DAN URUGAN PEKERJAAN BETON PEKERJAAN PASANGAN PEKERJAAN ATAP PEKERJAAN INSTALASI LISTRIK PEKERJAAN SANITAIR DAN INSTALASI

REKAPITULASI GABUNGAN PEKERJAAN : PERLUASAN KANDANG REARING DAN FINISHING KANDANG RESIPIEN 1,2,3 LOKASI : BALAI EMBRIO TERNAK CIPELANG BOGOR

NO URAIAN PEKERJAAN

1 2

FINISHING KANDANG RESIPIEN 1 FINISHING KANDANG RESIPIEN 2 FINISHING KANDANG RESIPIEN 2 PERLUASAN KANDANG REARING

JUMLAH PPN 10% JUMLAH TOTAL DIBULATKAN

Terbilang : Lima Ratus Enam Juta Lima Ratus Tujuh Ribu Rupiah

JUMLAH HARGA (Rp)6

6,000,000.00 683,537.40 6,196,437.00 21,066,465.60 18,636,782.40 49,013,880.30 8,363,124.00 20,583,063.00 553,180.68 358,419.60 13,199,480.00 8,001,420.00 52,516,080.00 52,466,220.00 5,165,055.00 - 737,940.00 3,615,248.00 1,779,400.00 - 268,935,732.98

JUMLAH HARGA (Rp)6

6,000,000.00 896,360.40 41,411,942.00 30,588,184.80 52,120,183.50 6,770,148.00 21,887,535.00 711,291.90 16,305,240.00 8,001,420.00 5,313,600.00 4,909,120.00 5,273,793.00 - 1,686,720.00 4,759,720.00 4,067,200.00 210,702,458.60

JUMLAH HARGA (Rp)6

1,500,000.00 532,057.50 47,014,088.00 33,930,874.80 60,333,966.00 25,336,860.00 790,277.98 14,934,150.00 6,371,904.00 4,181,000.00 1,841,400.00 16,305,240.00 8,001,420.00 5,313,600.00 4,663,664.00 5,871,852.00 - 2,108,400.00 9,465,960.00 5,084,000.00 253,580,714.28

JUMLAH HARGA (Rp)6

7,666,830.00 538,012.80 1,468,560.00 4,500,000.00 14,173,402.80

730,275.00 146,711.60 50,054.40 158,505.60 1,085,546.60

885,438.00 1,433,678.40 3,106,303.20 1,752,273.60 56,351,526.00 2,359,595.70 23,664,460.00 89,553,274.90

6,111,432.00 5,492,300.00 7,359,632.00 5,763,114.00 15,940,100.00 298,683.00 158,111.22 62,700,480.00 28,564,942.00 3,810,200.00 136,198,994.22

30,100,580.00 50,882,580.00 8,368,920.00 16,305,240.00 6,667,850.00 77,593,320.00 1,517,422.72 1,360,000.00 192,795,912.72

- 2,948,640.00 - 183,040.00 1,683,680.00 4,815,360.00

635,500.00 4,127,260.00 - 451,800.00 5,241,040.00 10,455,600.00

JUMLAH HARGA (Rp)3

14,173,402.80 1,085,546.60 89,553,274.90 136,198,994.22 192,795,912.72 4,815,360.00 10,455,600.00

449,078,091.24

JUMLAH HARGA (Rp)3

268,935,732.98 210,702,458.60 253,580,714.28 449,078,091.24

1,182,296,997.10 118,229,699.71 1,300,526,696.81 1,300,526,000.00

Terbilang : Lima Ratus Enam Juta Lima Ratus Tujuh Ribu Rupiah

DAFTAR HARGA SATUAN UPAH

NO URAIAN SATUAN HARGA SATUAN

1 Pekerja org/Hari/8 jam Rp 50,000

2 Pekerja Setengah Terampil org/Hari/8 jam Rp 50,000

3 Pekerja Terampil org/Hari/8 jam Rp 65,000

4 Tukang Gali org/Hari/8 jam Rp 65,000

5 Tukang Las org/Hari/8 jam Rp 75,000

6 Tukang Batu Setengah Terampil org/Hari/8 jam Rp 75,000

7 Tukang Batu Terampil org/Hari/8 jam Rp 75,000

8 Kepala Tukang Batu org/Hari/8 jam Rp 75,000

9 Tukang Kayu Setengah Terampil org/Hari/8 jam Rp 75,000

10 Tukang Kayu Terampil org/Hari/8 jam Rp 75,000

11 Kepala Tukang Kayu org/Hari/8 jam Rp 75,000

12 Tukang Cat/Pelitur Setengah Terampil org/Hari/8 jam Rp 75,000

13 Tukang Cat/Pelitur Terampil org/Hari/8 jam Rp 75,000

14 Kepala Tukang Cat/Pelitur org/Hari/8 jam Rp 75,000

15 Tukang Besi Beton Setengah Terampil org/Hari/8 jam Rp 75,000

16 Tukang Besi Beton Terampil org/Hari/8 jam Rp 75,000

17 KepalaTukang Besi Beton org/Hari/8 jam Rp 75,000

18 Tukang Besi Profil Setengah Terampil org/Hari/8 jam Rp 75,000

19 Tukang Besi Profil Terampil org/Hari/8 jam Rp 75,000

20 Kepala Tukang Besi Profil org/Hari/8 jam Rp 75,000

21 Kepala Tukang org/Hari/8 jam Rp 75,000

22 Mandor org/Hari/8 jam Rp 90,000

23 Operator Alat Besar org/Hari/8 jam Rp 55,000

24 Pembantu Operator org/Hari/8 jam Rp 47,000

25 Supir Truk org/Hari/8 jam Rp 55,000

26 Kenek Truk org/Hari/8 jam Rp 47,000

27 Penjaga Malam org/Hari/8 jam Rp 43,000

DAFTAR HARGA SATUAN BAHAN / MATERIAL

A. AGREGAT KASAR,BAHAN PEREKAT & BAHAN JADINYA SATUAN HARGA 1 Pasir Urug m3 Rp 97,100 2 Sirtu m3 Rp 112,700 3 Pasir Teras m3 Rp 96,400 4 Pasir Pasang Kali m3 Rp 205,800 5 Pasir Beton m3 Rp 235,200 6 Batu Pecah Mesin 1/2 m3 Rp 264,700 7 Batu Pecah Mesin 2/3 m3 Rp 234,400 8 Batu Pecah Mesin 3/5 m3 Rp 102,300 9 Batu Pecah Mesin 5/7 m3 Rp 101,700 10 Batu Belah Pondasi m3 Rp 109,800 11 Batu Koral Beton Kali m3 Rp 95,500 12 Batu Tempel Hitam m3 Rp 53,500 13 Bata Merah Bakar kelas I bh Rp 700 14 Bata Merah Bakar kelas II bh Rp 600 15 Semen PC /50 kg Kg Rp 1,265 16 Semen Putih zak Rp 87,300 17 Semen Warna kg Rp 14,900

Air ltr Rp 75 B LABURAN,PENGISI DAN ALATNYA1 Plamir Tembok kg Rp 19,700 2 Cat Tembok Vinilex kg Rp 20,800 3 Cat Tembok Sanlek kg Rp 15,600 4 Cat Dasar kg Rp 24,500 5 Cat Tahan Asam lt Rp 24,500 6 Water Profing Emulsion ml Rp 51,800 7 Water Profing Membrance bh Rp 59,200 8 Rool Cat Tembok bh Rp 30,500 9 Kape Tembok bh Rp 8,000 10 Kape Kayu 5 lt Rp 7,500 11 Kwas 3" kg Rp 15,200 12 Kumpon zak Rp 29,000 13 Ampelas lmbr Rp 4,700 14 Meni Kayu / Besi kg Rp 28,600 15 Cat Kayu Sieve lt Rp 39,200 16 Cat Besi lt Rp 41,400 17 Karet lis bh Rp 3,100 18 Minyak cat kg Rp 32,700 19 Rapidran Gln Rp 14,100 20 Steger werk Ls Rp 3,000 21 Residu lt Rp 7,600 C BAHAN KAYU BERIKUT BAHAN JADINYA1 Bambu 5 s.d 7 bt Rp 16,700 2 Bambu 7 s.d 10 bt Rp 24,045 3 Kayu Balok Borneo Super m3 Rp 4,971,800 4 Kayu Papan Borneo Super m3 Rp 5,269,100 5 Kayu Balok Kamper Medan (Kruing ) m3 Rp 5,427,450 6 Kayu Papan Kamper Medan (Kruing ) m3 Rp 5,719,350 7 Kayu Balok Albasia m3 Rp 1,761,300 8 Kayu Papan Albasia m3 Rp 1,950,800 9 Kayu / Papan Terentang m3 Rp 2,407,800 10 Dolken 5 s/d 7 bt Rp 21,300 11 Dolken 7 s/d 10 bt Rp 26,400 12 List Profil Kamper 1 cm m1 Rp 8,400 13 List Profil Kamper 2 cm m1 Rp 9,975 14 List Profil Kamper 4 cm m1 Rp 13,400 15 List Profil Kamper 5 cm m1 Rp 16,200 16 List Profil Kamper 10 cm m1 Rp 27,700 17 Kayu Kaso 4/6 m3 Rp 2,520,000 18 Kayu Kaso 5/7 m3 Rp 2,919,000 19 Kayu Reng 2/3 Borneo Super m1 Rp 2,400 20 Kayu Reng 2/3 Kamper Banjar m1 Rp 3,100 21 Kayu Reng 3/4 Kamper Banjar m1 Rp 3,800 22 Tali Ijuk kg Rp 22,000 23 lapisan Ijuk m2 Rp 17,300 24 Venetion Blind m2 Rp 467,200 25 Vertikal Blind m2 Rp 330,700

D BAHAN PENUTUP RANGKA PLAFOND1 Bahan plafond Enternit 4 mm m2 Rp 16,300 2 Bahan plafond hardpleks 5 mm 120 x 240 lbr Rp 55,900 3 Bahan plafond Asbes Semen 5 mm m2 Rp 18,650 4 Gypsum 120 x 240 t= 9 mm ex DN lbr Rp 75,100 5 Gypsum 120 x 240 t= 9 mm ex Luar lbr Rp 78,900 6 GRC board ( 120 x 240 x 4 ) mm lbr Rp 61,800 7 Kalsiplank uk. 3000x300x9 mm lbr Rp 65,800 8 Acustik Amstrong 60 x 120 lbr Rp 119,000 9 Cotton Plester bh Rp 10,100 E BAHAN KAYU LAPIS 1 Triplek 3 mm 120 x 240 lbr Rp 54,800 2 Triplek 4 mm 120 x 240 lbr Rp 65,100 3 Triplek 4 mm ukuran Pintu lbr Rp 52,900 4 MultiPlek 9 mm 120 x 240 lbr Rp 142,300 5 MultiPlek 12 mm 120 x 240 lbr Rp 183,600 F BAHAN LANTAI DAN PELAPIS DINDING1 Keramik 20 x 20 (KM) KW I DN Corak/Warna /Anti Slip Mulia m2 Rp 60,600 2 Keramik 20 x 20 (KM) KW I DN Putih Polos Mulia m2 Rp 47,200 3 Keramik 20 x 25 Dinding KM KW I DN Corak Mulia m2 Rp 49,800 4 Keramik 30 x 30 KWI DN Putih Polos Mulia m2 Rp 46,300 5 Keramik 30 x 30 KWI DN Warna/Corak (ANTI SLIP) Mulia m2 Rp 54,600 6 Keramik 20 x 20 (KM) KW I DN Corak/Warna/Anti Slip Roman m2 Rp 72,700 7 Keramik 20 x 20 (KM) KW I DN Putih Polos Roman m2 Rp 68,600 8 Keramik 20 x 25 Dinding KM KW I DN Corak Roman m2 Rp 71,600 9 Keramik 30 x 30 KW I DN Polos Roman m2 Rp 64,900 10 Keramik 30 x 30 KW I DN Warna/Corak (ANTI SLIP) Roman m2 Rp 72,100 11 Batu Tempel Hitam m2 Rp 90,900 12 Bata Karawang bh Rp 500 13 Campuran untuk Kedap Air ( AM ) ltr Rp 35,400 G BAHAN SALURAN AIR KOTOR / BERSIH1 Grafel U 20 cm' m1 Rp 41,700 2 Grafel U 30 cm' m1 Rp 53,100 3 Grafel U 40 cm' m1 Rp 69,900 4 Buis Beton 20 cm ( 1 M' ) m1 Rp 46,300 5 Buis Beton 30 cm ( 1 M' ) m1 Rp 58,100 6 Buis Beton 40 cm ( 1 M' ) m1 Rp 76,200 7 BuisTanah 20 cm ( 0.50 M' ) stk Rp 15,800 8 BuisTanah 25 cm ( 0.50 M' ) stk Rp 21,500 9 Injuk kg Rp 16,400 H BAHAN LOGAM DAN BAHAN JADINYA1 Besi Beton U-24 Rata-rata kg Rp 11,920 2 Besi Beton U-39 / U-32 Rata-rata kg Rp 15,000 3 Pagar BRC lengkap tiang ( Tanpa Pondasi ) m2 Rp 124,070 4 Bondek m2 Rp 134,000 5 Besi WF Ex DN SII kg Rp 17,380 6 Besi WF Ex Jepang kg Rp 17,300 7 Besi Profil DN SII kg Rp 13,230 8 Besi Profil Ex LN kg Rp 15,690 9 Besi C Lip Chanel kg Rp 13,920 10 Ongkos Galfanis Besi kg Rp 7,690 11 Kawat Beton kg Rp 20,070 12 Kawat Duri kg Rp 42,460 13 Kawat Pengikat m1 Rp 760 14 Kawat Kasa 1 x 1 ( Putih ) m2 Rp 23,300 15 Wiremesh M8 m2 Rp 34,760 16 Wiremesh M6 m2 Rp 28,000 17 Plat Strip bt Rp 17,100 18 Besi Strip kg Rp 25,300 19 Kusen Alumunium Natural 1.3 mm t= 103 mm ( 4 " ) m1 Rp 110,500 20 Kusen Alumunium Warna 1.3 mm t= 103 mm ( 4 " ) m1 Rp 122,400 21 Daun Jendela Alumunium Natural ( tanpa kaca dan accessori m2 Rp 93,000 22 Daun Jendela Alumunium Warna ( tanpa kaca dan accessories ) m2 Rp 140,100 23 Daun Pintu Alumunium Natural ( tanpa kaca dan accessories ) m2 Rp 199,400 24 Daun Pintu Alumunium Warna ( tanpa kaca dan accessories ) m2 Rp 195,400 25 Handle Alumunium ( Tarikan Pintu Alumunium ) bh Rp 325,000 26 Kait Angin Alumunium ps Rp 98,400 27 Karet Asisoris Kusen / Pintu Alumunium m1 Rp 7,100 28 Jalusi Alumunium m1 Rp 32,500 29 Sunscreen Almunium m2 Rp 358,000 30 Seng Plat BJLS 30 dia. 60 cm ( 100 m1 ) roll Rp 1,375,200 31 Seng Plat BJLS 30 dia. 90 cm ( 100 m1 ) roll Rp 1,958,700 32 Lem Kuning ( Aibond ) kg Rp 33,700 33 Lem Fox kg Rp 22,500 34 Lem Vinyl kg Rp 41,400 35 Besi Strip Kaca Nako kg Rp 10,300 36 Profil alumunium "T" m1 Rp 11,500

37 Besi Hallow ( 2 x 4 x 4 cm ) btg Rp 22,100 38 Besi Hallow ( 4 x 4 cm ) btg Rp 27,500

I BAHAN KACA1 Kaca Polos 5 mm ( ASAHI ) m2 Rp 104,500 2 Kaca Polos 8 mm ( ASAHI ) m2 Rp 172,400 3 Kaca Rayband 5 mm ( ASAHI ) m2 Rp 135,000 4 Kaca Rayband 8 mm ( ASAHI ) m2 Rp 295,000 5 Kaca Rayband 12 mm ( ASAHI ) m2 Rp 565,400 6 Kaca cermin 5 mm m2 Rp 141,700 7 Kaca cermin 6 mm m2 Rp 175,500 8 Glass Block DN 20 x 20 ( Kedawung ) bh Rp 20,700 9 Glass Block DN 20 x 20 Ex LN bh Rp 115,300 10 Sealant kg Rp 199,500 J BAHAN PAKU DAN MUR BAUT1 Paku 1 cm s/d 3 cm kg Rp 22,732 2 Paku 4 cm s/d 7 cm kg Rp 19,425 3 Paku 8 cm s/d 12 cm kg Rp 19,425 4 Paku Beton 2 cm s/d 5 cm bh Rp 1,500 5 Paku Kait Lengkap bh Rp 800 6 Paku Cacing kg Rp 53,700 7 Besi Beugel Kuda - Kuda kg Rp 20,400 8 Duk Angker bh Rp 7,100 9 Angker Mur Baut dia. 19 / Panjang 60 cm bh Rp 67,600 10 Mur Baut HTB dia. 19 s/d 16 ( 5 cm ) bh Rp 15,000 11 Mur Baut Biasa dia. 19 s/d 16 ( 5 cm ) bh Rp 8,800 12 Piser dia.12 s/d 20 cm bh Rp 5,000 13 Paku skrup 3" bh Rp 750 14 Ramset / Dinabolt bh Rp 6,800 15 Baut Besar bh Rp 550 16 Baut Kecil bh Rp 250 K BAHAN PERPIPAAN1 Pipa PVC RUCIKA type AW 4" bt Rp 316,600 2 Pipa PVC RUCIKA type AW 6" bt Rp 578,700 3 Pipa PVC RUCIKA type AW 8" bt Rp 738,500 4 Pipa PVC MASPION ABU ( AW ) 1/2" bt Rp 20,130 5 Pipa PVC MASPION ABU ( AW ) 3/4" bt Rp 26,200 6 Pipa PVC MASPION ABU ( AW ) 1" bt Rp 37,400 7 Pipa PVC MASPION ABU ( AW ) 1 1/4" bt Rp 55,100 8 Pipa PVC MASPION ABU ( AW ) 1 1/2" bt Rp 59,290 9 Pipa PVC MASPION ABU ( AW ) 2" bt Rp 74,580 10 Pipa PVC MASPION ABU ( AW ) 2 1/2" bt Rp 119,000 11 Pipa PVC MASPION ABU ( AW ) 3" bt Rp 137,200 12 Pipa PVC MASPION ABU ( AW ) 4" bt Rp 241,800 13 Pipa GIP Medium A 1/2" ( 6 m1 ) bt Rp 83,920 14 Pipa GIP Medium A 3/4" ( 6 m1 ) bt Rp 122,610 15 Pipa GIP Medium A 1" ( 6 m1 ) bt Rp 139,610 16 Pipa GIP Medium A 1 1/4" ( 6 m1 ) bt Rp 199,460 17 Pipa GIP Medium A 1 1/2" ( 6 m1 ) bt Rp 215,760 18 Pipa GIP Medium A 1 3/4" ( 6 m1 ) bt Rp 251,070 19 Pipa GIP Medium A 2" ( 6 m1 ) bt Rp 359,530 20 Pipa GIP Medium A 2 1/2" ( 6 m1 ) bt Rp 517,000 21 Pipa GIP Medium A 3" ( 6 m1 ) bt Rp 653,760 22 Pipa GIP Medium A 4" ( 6 m1 ) bt Rp 707,920 23 Macam2 Sambungan GIP 1/2" bh Rp 4,840 24 Macam2 Sambungan GIP 3/4" bh Rp 6,610 25 Macam2 Sambungan GIP 1" bh Rp 12,840 26 Macam2 Sambungan GIP 1 1/4" bh Rp 15,230 27 Macam2 Sambungan GIP 1 1/2" bh Rp 15,920 28 Macam2 Sambungan GIP 1 3/4" bh Rp 17,460 29 Macam2 Sambungan GIP 2" bh Rp 39,380 30 Macam2 Sambungan GIP 2 1/2" bh Rp 46,460 31 Macam2 Sambungan GIP 3" bh Rp 58,380 32 Macam2 Sambungan GIP 4" bh Rp 91,230 13 Lem Paralon tb Rp 7,300 14 Solatip Ledeng gl Rp 3,070 15 Pipa PVC 4" Berlobang Jenis AW m1 Rp 26,530 L BAHAN SANITAIR1 Double Neple 1/2" bh Rp 30,500 2 Water Mur 1/2" bh Rp 37,900 3 Gate walve 1/2" bh Rp 52,300 4 Saringan Air Lt. KM Stainless Steel bh Rp 60,800 5 Kran Stainless Lokal Kait bh Rp 43,400 6 Kran Tembok ITAP dia. 1/2" bh Rp 38,500 7 Kran Bebek Sun Eui 1/2" bh Rp 136,100 8 Kran Bebek ITAP 1/2" bh Rp 48,500 9 Wastafel Lengkap TOTO LW 230 unit Rp 945,600 10 Wastafel Lengkap INA unit Rp 659,100 11 Closet Jongkok Poslin Warna TOTO unit Rp 193,600 12 Closet Jongkok Standard Putih Poslin TOTO unit Rp 177,200

13 Closet Duduk Warna Standard TOTO C 240 Lengkap unit Rp 1,600,000 14 Wastafel Bulat Warna Standard Lengkap unit Rp 857,700 15 Closet Duduk Warna Standard INA Lengkap bh Rp 1,197,800 16 Urinoir Lengkap TOTO Warna Standard Lengkap unit Rp 1,640,900 17 Penyekat Poslin Urinoar TOTO lbr Rp 466,900 18 Bak Mandi Fiber 0,3 M3 bh Rp 251,800

M BAHAN PENUTUP ATAP1 Atap Asbes Gel. Besar 80 x 180 x 5 mm lbr Rp 104,600 2 Alumunium Foile m2 Rp 18,500 3 Atap Genteng Plentong pres Bakar KW I bh Rp 1,800 4 Atap Genteng Plentong pres Molen Oven KW I bh Rp 2,600 5 Genteng Keramik Natural Intan 14.5 / m2 m2 Rp 105,800 6 Genteng Keramik Glasur Standard 14.5 /m2 m2 Rp 133,900 7 Genteng Keramik Glasur Special 14.5 /m2 m2 Rp 131,100 8 Genteng Keramik Glasur Premium 14.5 /m2 m2 Rp 136,700 9 Genteng Murando Natural 1m2 = 20 bh bh Rp 5,000 10 Genteng Murando Glasur 1m2 = 20 bh bh Rp 6,000 11 Bubung Murando Natural bh Rp 10,000 12 Bubung Murando Glasur bh Rp 9,600 13 Bubungan Genteng Keramik bh Rp 9,400 14 Bubungan Genteng Plentong bh Rp 5,700 15 Trusses ZAM-75 t=0.8 Rangka Utama m1 Rp 34,100 16 Trusses ZAM-75 t=0.5 Rangka Utama m1 Rp 21,800 17 Reng 16-DB Roof Battens t=0.48 mm m1 Rp 10,900 18 Foot Plate t= 1.22 mm m1 Rp 6,800 19 PLD - Diafragma Plate bh Rp 2,000 20 WIND Bracing m1 Rp 1,600 21 Tensioner ( Pengaku Tali angin ) bh Rp 6,800 N BAHAN ELEKTRIKAL1 Kabel NYA 1 x 1.5 Prima ( 1 rol = 50 m' ) ROLL Rp 96,700 2 Kabel NYA 1 x 2.5 Prima ( 1 rol = 50 m' ) ROLL Rp 142,900 3 Kabel NYM 2 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 6,200 4 Kabel NYM 3 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 7,200 5 Kabel NYM 2 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 4,600 6 Kabel NYM 3 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 10,300 7 MCB 1 PAS bh Rp 51,900 8 MCB 3 PAS bh Rp 99,800 9 Tahanan 50 A Merk Fuji bh Rp 490,700 10 Saklar Broko Tunggal Standard ( 1 Phase ) bh Rp 23,900 11 Saklar Broko Seri Standard ( 1 Phase ) bh Rp 24,800 12 Stop Kontak Broko Standard ( 1 Phase ) bh Rp 22,400 13 Stop Kontak Broko 3 Phase (Out Bow) bh Rp 82,500 14 Stop Kontak Broko 3 Phase ( In Bow) bh Rp 136,500 15 Stop Kontak Handle 3 Phase bh Rp 82,700 16 Instalas Titik Lampu / Stop Kontak (Upah dan Alat) ttk Rp 169,200 17 Lampu pijar 25 Watt s/d 100 Watt bh Rp 57,600 18 Down Light + SL 25 W bh Rp 289,000 19 Lampu SL Philip 18 W bh Rp 35,000 20 Lampu Sirkel TL 20 W Lengkap bh Rp 63,900 21 Lampu Neon Arcrilik 2 x 40 W Lengkap bh Rp 694,900 22 Jarum Penangkal Petir 16 bh Rp 95,600 23 Kawat BC ( Tembaga ) kg Rp 61,300 24 Pentanahan Penangkal Petir ttk Rp 399,000 25 Pentanahan Panel ttk Rp 278,800

O BAHAN ALAT PENGANTUNG DAN KUNCI1 Kunci 2 Slaag ROYAL bh Rp 119,100 2 Kunci 2 Slaag Ancor Asli bh Rp 155,700 3 Kunci 2 Slaag ISO bh Rp 195,200 4 Kunci 2 Slaag Kuda Terbang bh Rp 88,900 5 Espangolet ps Rp 96,250 6 Grendel 15 cm bh Rp 46,800 7 Grendel 5 cm bh Rp 12,650 8 Hak Angin Kait Jendela Biasa ps Rp 6,700 9 Hak Angin Jendela Antik ps Rp 27,300 10 Hak Angin Sendok Stainless / Kuningan bh Rp 30,300 11 Sloot Pintu Berikut Rantai bh Rp 29,700 12 Sloot Jendela Tunggal bh Rp 10,920 13 Engsel Pintu Unilon Standard ps Rp 18,800 14 Engsel Jendela Unilon ps Rp 19,700 15 Engsel Patrun ps Rp 10,000 16 Engsel Harmonika m1 Rp 17,500 17 Seng BJLS 30 Lebar 60 cm ( 1 rol 50 m' ) m1 Rp 41,000 18 Seng BJLS 30 Lebar 90 cm ( 1 rol 50 m' ) m1 Rp 50,400 19 Seng BJLS 30 / 3 x 0.3 mm lbr Rp 81,800 20 Seng Plat lbr Rp 47,200 21 Waterstop Lebar 200 mm m1 Rp 54,600 P BAHAN PENAMPUNG AIR1 Tangki Air Fiber Glass 0.5 m3 ( Excel ) bh Rp 4,819,800 2 Tangki Air Fiber Glass 1 m3 ( Excel ) bh Rp 1,239,500 3 Tangki Air Fiber Glass 2 m3 ( Excel ) bh Rp 1,840,100 4 Bak KM Fiber 60 x 60 bh Rp 240,400 5 Bak Taraso WC 40 x 40 bh Rp 111,600 6 Bak KM Taraso 60 x 60 bh Rp 151,700 Q BAHAN BAKAR DAN PELUMAS1 Minyak Tanah lt Rp 17,000 2 Elpiji / botol 15 kg Rp 98,500 3 Asitilin / Botol 15.1 kg btl Rp 83,700 4 Angin ( O2 ) / botol btl Rp 62,500 5 Karbit kg Rp 18,300 6 Minyak Bekisting ltr Rp 38,100 7 Rapidrant Gln Rp 14,800 8 Soda Api kg Rp 33,600 R BAHAN PAGAR1 Panel Beton Pracetak lbr Rp 123,200 2 Kolom Beton Pracetak btg Rp 241,200

Q BAHAN PENGIKAT UNTUK KONSTRUKSI JALAN1 Aspal Bitumen kg 12,459.002 Aspal Emulsi kg 12,459.003 Aspal Curah kg 10,890.004 Aspal Concrete / Laston( AC -WC) ton 1,348,300.005 Aspal Threated Base ( ATB ) ton 1,200,200.006 Lataston /Hot Rolls Sheet ( HRS ) ton 1,666,900.00

ANALISA HARGA SATUAN PEKERJAANTAHUN ANGGARAN 2013

1 2 3 4.0000 5 6.00

0.0100 ### 49,718.00 Paku 5 - 7 0.0380 kg 19,425.00 738.15

0.1550 50,456.15 7,820.70 58,276.85 2,913.84 61,190.70 61,190.00

0.1000 ### 497,180.00 Paku 5 - 7 0.2500 kg 19,425.00 4,856.25 Seng Glb BJLS 28 ( 80 x 180 cm ) 1.1000 lbr 50,400.00 55,440.00 Triplex 3 mm 0.5000 lbr 54,800.00 27,400.00 PC (50 kg) 0.1000 zak 63,250.00 6,325.00 Pasir pasang 0.2500 m³ 205,800.00 51,450.00 Bata merah 70.0000 bh 700.00 49,000.00 Peralatan 0.0200 lot 691,651.25 13,833.03

0.1500 705,484.28 105,822.64 811,306.92 40,565.35 851,872.26 851,870.00

0.0650 ### 323,167.00 Triplex 4 mm 1.0000 m2 65,100.00 65,100.00 Paku 5 - 7 0.2500 kg 19,425.00 4,856.25 Cat Minyak 1.0000 kg 28,600.00 28,600.00 Penulisan 0.1250 ls 421,723.25 52,715.41

0.1250 474,438.66 59,304.83 533,743.49 26,687.17 560,430.66 560,430.00

0.7500 50,000.00 37,500.00 Mandor 0.0250 OH 90,000.00 2,250.00

39,750.00 1,987.50 41,737.50 41,730.00

0.2500 50,000.00 12,500.00 Mandor 0.0080 OH 90,000.00 720.00

13,220.00 661.00 13,881.00 13,880.00

1.2000 97,100.00 116,520.00 0.3000 50,000.00 15,000.00

Mandor 0.0100 90,000.00 900.00 132,420.00 6,621.00 139,041.00 139,040.00

1.2000 101,700.00 122,040.00 0.2500 org 50,000.00 12,500.00

Mandor 0.0250 org 90,000.00 2,250.00 136,790.00 6,839.50 143,629.50 143,620.00

1.2000 109,800.00 131,760.00 Portland Cement 136.0000 kg 1,265.00 172,040.00 Pasir Pasang 0.5440 m³ 205,800.00 111,955.20

1.5000 50,000.00 75,000.00 Tukang batu 0.7500 75,000.00 56,250.00 Kepala tukang 0.0750 75,000.00 5,625.00 Mandor 0.0750 90,000.00 6,750.00

559,380.20 27,969.01 587,349.21 587,340.00

197.8000 1,265.00 250,217.00 Pasir beton 0.5500 m³ 235,200.00 129,360.00 Split Pecah mesin 2/3 0.9300 m³ 234,400.00 217,992.00

2.0000 HO 50,000.00 100,000.00 Tukang batu 0.5000 HO 75,000.00 37,500.00 Kepala tukang 0.0500 HO 75,000.00 3,750.00 Mandor 0.0100 HO 90,000.00 900.00

739,719.00 36,985.95 776,704.95 776,700.00

326.0000 1,265.00 412,390.00 Pasir beton 760.0000 kg 201.03 152,779.49 Split Pecah mesin 2/3 ### kg 200.34 206,151.79 Air 215.0000 ltr 75.00 16,125.00

1.6500 HO 50,000.00 82,500.00 Tukang batu 0.2750 HO 75,000.00 20,625.00 Kepala tukang 0.0280 HO 75,000.00 2,100.00 Mandor 0.0830 HO 90,000.00 7,470.00

900,141.28 45,007.06 945,148.35 945,140.00

371.0000 1,265.00 469,315.00 Pasir beton 698.0000 kg 201.03 140,315.90 Split Pecah mesin 2/3 ### kg 200.34 209,757.95 Air 215.0000 ltr 75.00 16,125.00

1.6500 HO 50,000.00 82,500.00 Tukang batu 0.2750 HO 75,000.00 20,625.00 Kepala tukang 0.0280 HO 75,000.00 2,100.00 Mandor 0.0830 HO 90,000.00 7,470.00

948,208.85 47,410.44 995,619.29

NO. KEBUTUHAN INDEKS SAT JUMLAH7 = ( 4 x 6 )

A PEKERJAAN PERSIAPANA002 Memasang 1 m1 bouplank

Bahan Kayu Borneo Super m³

Tenaga kerja Ongkos Pasang lsJumlahOverhead + ProfitJumlahDibulatkan

A004 Membuat 1 m2 Kantor DireksiBahan Kayu Borneo Super m³

Tenaga kerja Ongkos Pasang lsJumlahOverhead + ProfitJumlahDibulatkan

A005 Membuat 1 m2 Papan Nama ProyekBahan Kayu Borneo Super m³

Tenaga kerja Ongkos Pasang lsJumlahOverhead + ProfitJumlahDibulatkan

B PEKERJAAN TANAH (SNI 2835:2008)B001 Menggali 1 m3 tanah biasa sedalam 1 meter

Tenaga kerja Pekerja OH

JumlahOverhead + ProfitJumlahDibulatkan

B011 Mengurug kembali 1 m3 galianTenaga kerja Pekerja OH

JumlahOverhead + ProfitJumlahDibulatkan

B013 Mengurug 1 m3 pasir urugBahan Pasir Urug m³Tenaga kerja Pekerja OH

OHJumlahOverhead + ProfitJumlahDibulatkan

B017 Mengurug 1 m3 Basecouse padatBahan Batu Pecah Tersaring Bergradasi m³Tenaga kerja Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

C003 Memasang 1 m3 pondasi batu belah, campuran 1 PC : 5 PPBahan Batu belah 15 cm/20cm m³

Tenaga kerja Pekerja OHOHOHOH

JumlahOverhead + ProfitJumlahDibulatkan

D PEKERJAAN BETON (SNI 7394:2008)D001 Membuat 1 m3 lantai kerja 1PC : 3 PS : 5 KR

Bahan PC (50 kg) kg

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkanBobot isi pasir = 1.400 kg/m3, Bobot isi kerikil = 1.350 kg/m3, Bukling factor pasir = 20 %

D006 Membuat 1 m3 beton mutu f’c = 14,5 MPa (K 175), slump (12 ± 2) cm, w/c = 0,66BahanPC (50 kg) kg

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

D008 Membuat 1 m3 beton mutu f’c = 19,3 MPa (K 225), slump (12 ± 2) cm, w/c = 0,58BahanPC (50 kg) kg

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlah

995,610.00

10.0500 11,920.00 119,796.00 Kawat beton 0.1500 kg 20,070.00 3,010.50

0.0700 HO 50,000.00 3,500.00 Tukang besi 0.0700 HO 75,000.00 5,250.00 Kepala tukang 0.0070 HO 75,000.00 525.00 Mandor 0.0040 HO 90,000.00 360.00

132,441.50 6,622.08 139,063.58 139,060.00

1.0200 34,760.00 35,455.20 Kawat beton 0.0500 kg 20,070.00 1,003.50

0.0250 HO 50,000.00 1,250.00 Tukang besi 0.0250 HO 75,000.00 1,875.00 Kepala tukang 0.0020 HO 75,000.00 150.00 Mandor 0.0010 HO 90,000.00 90.00

39,823.70 1,991.19 41,814.89 41,810.00

0.0400 ### 78,032.00 Paku 5-10 cm 0.3000 kg 19,425.00 5,827.50 Minyak bekisting 0.1000 ltr 38,100.00 3,810.00

0.5200 HO 50,000.00 26,000.00 Tukang kayu 0.2600 HO 75,000.00 19,500.00 Kepala tukang 0.0260 HO 75,000.00 1,950.00 Mandor 0.0260 HO 90,000.00 2,340.00

137,459.50 6,872.98 144,332.48 144,330.00

0.0450 ### 87,786.00 Paku 5-10 cm 0.3000 kg 19,425.00 5,827.50 Minyak bekisting 0.1000 ltr 38,100.00 3,810.00

0.5200 HO 50,000.00 26,000.00 Tukang kayu 0.2600 HO 75,000.00 19,500.00 Kepala tukang 0.0260 HO 75,000.00 1,950.00 Mandor 0.0260 HO 90,000.00 2,340.00

147,213.50 7,360.68 154,574.18 154,570.00

0.0400 ### 78,032.00 Paku 5-10 cm 0.4000 kg 19,425.00 7,770.00 Minyak bekisting 0.2000 ltr 38,100.00 7,620.00 Balok kayu kelas II 0.0150 m³ ### 74,577.00 Plywood tebal 9 mm 0.3500 lbr 142,300.00 49,805.00 Dolken kayu galam Ø (8-10 cm) pj. 4 m 2.0000 bt 26,400.00 52,800.00

0.6600 HO 50,000.00 33,000.00 Tukang kayu 0.3300 HO 75,000.00 24,750.00 Kepala tukang 0.0330 HO 75,000.00 2,475.00 Mandor 0.0330 HO 90,000.00 2,970.00

333,799.00 16,689.95 350,488.95 350,480.00

70.0000 700.00 49,000.00 Portland Cement 9.6800 kg 1,265.00 12,245.20 Pasir Pasang 0.0450 m³ 205,800.00 9,261.00

0.3000 HO 50,000.00 15,000.00 Tukang batu 0.1000 HO 75,000.00 7,500.00 Kepala tukang 0.0100 HO 75,000.00 750.00 Mandor 0.0150 HO 90,000.00 1,350.00

95,106.20 4,755.31 99,861.51 99,860.00

6.9120 1,265.00 8,743.68 Pasir Pasang 0.0350 m3 205,800.00 7,203.00

0.4000 HO 50,000.00 20,000.00 Tukang batu 0.2000 HO 75,000.00 15,000.00 Kepala tukang 0.0200 HO 75,000.00 1,500.00 Mandor 0.0220 HO 90,000.00 1,980.00

54,426.68 2,721.33 57,148.01 57,140.00

1.1500 13,230.00 15,214.50 0.0600 HO 50,000.00 3,000.00

Tukang las konstruksi 0.0600 HO 75,000.00 4,500.00 Kepala tukang 0.0060 HO 75,000.00 450.00 Mandor 0.0030 HO 90,000.00 270.00

23,434.50 1,171.73 24,606.23 24,600.00

1.0500 50,400.00 52,920.00 Paku 1 cm – 2,5 cm 0.0150 kg 22,732.00 340.98 Papan kayu kelas II atau III 0.0190 m3 ### 94,464.20

0.2000 HO 50,000.00 10,000.00 Tukang 0.1000 HO 75,000.00 7,500.00 Kepala tukang 0.2500 HO 75,000.00 18,750.00 Mandor 0.0100 HO 90,000.00 900.00

184,875.18 9,243.76 194,118.94 194,110.00

1.1000 95,500.00 105,050.00 Paku sekrup 3,5"/Kait 4.0000 bh 800.00 3,200.00

0.1500 org 50,000.00 7,500.00 Tukang kayu 0.1500 org 75,000.00 11,250.00 Kepala tukang 0.0100 org 75,000.00 750.00 Mandor 0.0050 org 90,000.00 450.00

128,200.00 6,410.00 134,610.00 134,610.00

DibulatkanD023 Pembesian 10 kg dengan besi polos atau besi ulir

Bahan Besi beton (polos/ulir) kgTenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

D025 Memasang 1 m2 jaring kawat baja/wire meshBahan Jaring kawat baja dilas m2Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

D026 Memasang 1 m2 bekisting untuk pondasiBahan Kayu kelas III m³

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

D027 Memasang 1 m2 bekisting untuk sloofBahan Kayu kelas III m³

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

D028 Memasang 1 m2 bekisting untuk kolomBahanKayu kelas III m³

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

E PEKERJAAN DINDING (SNI 6897:2008)E010 Memasang 1 m2 dinding bata merah ukuran (5 x 11 x 22) cm tebal ½ bata, campuran spesi 1 PC : 5 PP

Bahan Bata Merah bh

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

H PEKERJAAN PLESTERAN (SNI 2837:2008)H016 Membuat 1 m2 plesteran 1 PC : 5 PP, tebal 20 mm

Bahan Portland Cement kgTenaga kerja Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

J PEKERJAAN BESI DAN ALUMINIUM (SNI 7393:2008)J001 Memasang 1 kg besi profil

Bahan Besi profil kgTenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

J018 Memasang 1 m’ talang datar/ jurai seng bjls 28 lebar 90 cmBahan Seng plat m'

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

L PEKERJAAN PENUTUP ATAPMemasang 1 m2 penutup atap SpandekBahan Atap spandek m2Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

1.0000 175,000.00 175,000.00 Paku sekrup 3,5"/Kait 2.0000 bh 800.00 1,600.00

0.1400 org 50,000.00 7,000.00 Tukang kayu 0.0670 org 75,000.00 5,025.00 Kepala tukang 0.0070 org 75,000.00 525.00 Mandor 0.0070 org 90,000.00 630.00

189,780.00 9,489.00 199,269.00 199,260.00

1.2000 59,921.67 71,906.00 Perlengkapan (dari harga pipa) 35.0000 % 20,972.58 20,972.58

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

105,433.58 5,271.68 110,705.26 110,700.00

1.2000 86,166.67 103,400.00 Perlengkapan (dari harga pipa) 35.0000 % 30,158.33 30,158.33

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

146,113.33 7,305.67 153,419.00 153,410.00

1.2000 108,960.00 130,752.00 Perlengkapan (dari harga pipa) 35.0000 % 38,136.00 38,136.00

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

181,443.00 9,072.15 190,515.15 190,510.00

1.2000 13,986.67 16,784.00 Perlengkapan (dari harga pipa) 35.0000 % 4,895.33 4,895.33

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

34,234.33 3,423.43 37,657.77 37,650.00

1.2000 23,268.33 27,922.00 Perlengkapan (dari harga pipa) 35.0000 % 8,143.92 8,143.92

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

48,620.92 4,862.09 53,483.01 53,480.00

1.0000 48,500.00 48,500.00 Sealtape 0.0250 bh 3,070.00 76.75

0.0100 Oh 50,000.00 500.00 Tukang batu 0.1000 Oh 75,000.00 7,500.00 Kepala tukang 0.0100 Oh 75,000.00 750.00 Mandor 0.0050 Oh 90,000.00 450.00

57,776.75 5,777.68 63,554.43 63,550.00

1.0000 60,800.00 60,800.00 0.0100 Oh 50,000.00 500.00

Tukang batu 0.1000 Oh 75,000.00 7,500.00 Kepala tukang 0.0100 Oh 75,000.00 750.00 Mandor 0.0050 Oh 90,000.00 450.00

70,000.00 7,000.00 77,000.00 77,000.00

1.0000 ### 1,239,500.00 Menara air tg=3 m + pondasi 1.0000 unit ### 2,500,000.00

0.0540 Oh 50,000.00 2,700.00 Tukang batu 0.0900 Oh 75,000.00 6,750.00 Kepala tukang 0.0090 Oh 75,000.00 675.00 Mandor 0.0270 Oh 90,000.00 2,430.00

3,752,055.00 375,205.50 4,127,260.50 4,127,260.00

10.0000 10,300.00 103,000.00 Pipa konduit uPVC 20 mm 10.0000 m' 20,130.00 201,300.00 Fitting, kotak sambung, klem & alat bantu 1.0000 ls 15,215.00 15,215.00

0.1100 Oh 50,000.00 5,500.00 Tukang batu 0.1100 Oh 75,000.00 8,250.00 Kepala tukang 0.0110 Oh 75,000.00 825.00 Mandor 0.0110 Oh 90,000.00 990.00

335,080.00 33,508.00 368,588.00 368,580.00

1.0000 24,800.00 24,800.00 Kotak sambung & alat bantu lainnya 1.0000 ls 1,240.00 1,240.00

0.1100 Oh 50,000.00 5,500.00 Tukang batu 0.1100 Oh 75,000.00 8,250.00 Kepala tukang 0.0110 Oh 75,000.00 825.00 Mandor 0.0110 Oh 90,000.00 990.00

41,605.00

L019 Memasang 1 m' bubungan atap SpandekBahan Bubungan Spandek m2Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

O PEKERJAAN SANITAIRO 010 Memasang 1 m' pipa galvanis ø2"

Bahan Pipa galvanis ø 2" m'Tenaga kerja Pekerja

JumlahOverhead + ProfitJumlahDibulatkanMemasang 1 m' pipa galvanis ø2.5"Bahan Pipa galvanis ø 2.5" m'Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkanMemasang 1 m' pipa galvanis ø3"Bahan Pipa galvanis ø 3" m'Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

O 012 Memasang 1 m' pipa PVC tipe AW ø 1/2"Bahan PVC tipe AW ø 1/2" m'Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

O 014 Memasang 1 m' PVC tipe AW ø 1"Bahan PVC tipe AW ø 1" m'Tenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

O 018 Memasang 1 bh kran air ø 3/4" atau 1/2"Bahan Kran air ø 3/4" atau 1/2" bhTenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

O 019 Memasang 1 bh floor drain

O 019

Bahan Floor drain bhTenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkanMemasang 1 bh Water Torn Kav. 1 m3Bahan Tangki Air Fiber Glass 1 m3 ( Excel ) bhTenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

P PEKERJAAN ELEKTRIKALP 001 Memasang 1 Titik Instalasi Penerangan

Bahan Kabel NYA 3x2,5 mm2 m'

Tenaga kerja Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

P 003 Memasang 1 Bh Saklar Ganda, 10 A, 250 VACBahan Saklar ganda, 10 A, 250 VAC bhTenaga kerja

Pekerja

Jumlah

4,160.50 45,765.50 45,760.00

1.0000 136,500.00 136,500.00 Kotak sambung & alat bantu lainnya 1.0000 ls 6,825.00 6,825.00

0.1100 Oh 50,000.00 5,500.00 Tukang batu 0.1100 Oh 75,000.00 8,250.00 Kepala tukang 0.0110 Oh 75,000.00 825.00 Mandor 0.0110 Oh 90,000.00 990.00

158,890.00 15,889.00 174,779.00 174,770.00

1.0000 63,900.00 63,900.00 Travo 1.0000 bh 25,000.00 25,000.00 Starter 1.0000 bh 3,500.00 3,500.00 Rumah TL In Bow / Out Bow 1 x 20 W 1.0000 bh 75,000.00 75,000.00 Kotak sambung & alat bantu lainnya 1.0000 ls 8,370.00 8,370.00

0.1100 Oh 50,000.00 5,500.00 Tukang batu 0.1100 Oh 75,000.00 8,250.00 Kepala tukang 0.0110 Oh 75,000.00 825.00 Mandor 0.0110 Oh 90,000.00 990.00

191,335.00 19,133.50 210,468.50 210,460.00

1.1840 12,459.00 14,751.46 Minyak Tanah 0.3387 kg 17,000.00 5,757.90 Alat Bantu 0.0003 m³ 1,025.47 0.31

0.0033 50,000.00 165.00 Mandor 0.0002 org 90,000.00 18.00

20,692.66 2,069.27 22,761.93 22,760.00

0.0690 ### 115,016.10 Peralatan 0.0238 hr 5,750.81 136.87

0.0050 org 50,000.00 250.00 Pekerja Trampil 0.0009 org 50,000.00 45.00 Mandor 0.0004 org 90,000.00 36.00

115,483.97 11,548.40 127,032.37 127,030.00

0.0480 234,400.00 11,251.20 Batu Pecah 1 - 2 cm 0.0220 m² 264,700.00 5,823.40 Abu Batu / Screnn 0.5 - 1 cm 0.0080 m² 264,700.00 2,117.60 Aspal Curah/ Aspal Bitumen 50.0000 kg 12,459.00 622,950.00

0.0500 32,107.11 1,605.36 Pekerja 0.0667 org 50,000.00 3,335.00 Tukang Batu Terampil 0.0100 org 75,000.00 750.00 Mandor 0.0033 org 90,000.00 297.00

648,129.56 64,812.96 712,942.51 712,940.00

0.1500 41,730.00 6,259.50 Grefel Beton 20 Cm 1.0000 bh 41,700.00 41,700.00 Pas . Bata 1 : 4 0.4000 m2 99,860.00 39,944.00 Plesteran 1 : 3 0.7000 m2 57,140.00 39,998.00 Upah kerja 0.1500 ls 25,580.30 3,837.05

131,738.55 13,173.85 144,912.40 144,910.00

Overhead + ProfitJumlahDibulatkan

P 004 Memasang 1 Bh Stop Kontak, 1 Phase, 10 A, 250 VACBahan Stop Kontak, 1 Phase, 10 A, 250 VAC bhTenaga kerja

Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

P 007 Memasang 1 Bh Lampu V - Shape 1x20 WBahanLampu TL 20 W bh

Tenaga kerjaPekerja

JumlahOverhead + ProfitJumlahDibulatkan

Q PEKERJAAN JALAN LINGKUNGAN DAN DRAINASEQ 008 1 LITER LAPIS PEREKAT (TACK COAT)

Bahan Aspal Bitumen kg

Tenaga Kerja Pekerja org

JumlahOverhead + ProfitJumlahDibulatkan

Q 012 1 M2 HOTMIX HRS T=3 cm KLS JALAN 6 TON LEBIH (PAKAI ALAT BESAR)Bahan Hotmix HRS ton

Tenaga Kerja Pekerja

JumlahOverhead + ProfitJumlahDibulatkan

Q 014 1 M2 LAPISAN PENETRASI (LAPEN)BahanBatu Pecah 3 - 5 cm m²

Tenaga KerjaPeralatan lot

org org org

JumlahOverhead + ProfitJumlahDibulatkan

Q 015 1 M1 SALURAN BUIS BETON 1/2 DIA 20 CM + PASANGAN BATA MERAHGalian Tanah m³

JumlahOverhead + ProfitJumlahDibulatkan

REKAPITULASI ANALISA HARGA

No. URAIAN HARGA SATUAN

A PEKERJAAN PERSIAPAN1 Pengukuran dan Pemasangan Bouplank Rp 48,946 2 1 M2 Pembuatan Kantor Sementara, dengan Lantai Plesteran Rp 1,489,932 3 1 M2 Pembuatan Gudang Semen dan alat - alat Rp 971,713 4 1 M2 Membersihkan Lapangan dan Perataan Rp 9,500 5 1 M2 Pembuatan Bak Adukan Ukuran (40x50x20) Cm Rp 128,730 6 1 M2 Pembuatan Stegger dari Bambu, Ukuran (40x50x20) Cm Rp 50,840 7 1 M2 Pembuatan Jalan Sementara Rp 97,743 8 1 M Pagar Beton Pracetak (5x50x213) Cm Rp 443,121 B PEKERJAAN TANAH1 Galian Tanah Biasa sedalam 1 Meter Rp 23,600 2 Galian Tanah Biasa sedalam 2 Meter Rp 30,980 3 Galian Tanah Biasa sedalam 3 Meter Rp 43,320 4 Galian Tanah Keras sedalam 1 Meter Rp 11,425 5 Pekerjaan Srtipping Setinggi 10 CM Rp 2,950 6 1 M3 Pembuangan Tanah Sejauh 150 Meter Rp 30,300 7 1 M3 Urugan Kembali Rp 11,310 8 1 M3 Pemadatan Tanah Rp 29,500 9 1 M3 Urugan Pasir Rp 214,020 10 1 M² Pemasangan Lapisan Ijuk Rp 29,610 11 1 M3 Pemasangan Urugan Sirtu Rp 244,670 12 1 M2 Pembuatan Jalan Sementara, Tebal 25 Cm Rp 126,500 C PEKERJAAN PONDASI1 1 M3 Pasangan Pondasi Batu Kosong Rp 341,625 2 1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 3 Ps Rp 843,880 3 1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 4 Ps Rp 789,830 4 1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 5 Ps Rp 752,330 D PEKERJAAN BETON1 1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr Rp 1,142,720 2 1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 6 Kr Rp 1,007,815 3 1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 3 Kr Rp 1,328,860 4 1 Kg Pembesian Dengan Besi Polos atau Besi Ulir Rp 17,621 5 1 M2 Pasangan Bekisting untuk Pondasi Rp 142,850 6 1 M2 Pasangan Bekisting untuk Sloof Rp 154,889 7 1 M2 Pasangan Bekisting untuk Kolom Rp 331,649 8 1 M2 Pasangan Bekisting untuk Balok Rp 347,564 9 1 M2 Pasangan Bekisting untuk Lantai Rp 438,249 10 1 M2 Pasangan Bekisting untuk Tangga Rp 306,666 11 1 M3 Membuat Beton dengan Mutu K225 Rp 1,588,125 12 1 M3 Membuat Beton dengan Mutu K275 Rp 1,576,270 13 1 M3 Membuat Pondasi Beton Bertulang (150 Kg Besi dan Bekisting) Rp 4,388,818 14 1 M3 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting) Rp 6,831,869 15 1 M3 Membuat Sloof Beton Bertulang 15/20 cm ( 180 kg besi + bekisting ) Rp 5,156,061 16 1 M3 Membuat Kolom Beton Bertulang 15/20 cm ( 180 kg besi + bekisting ) Rp 7,649,520 17 1 M3 Membuat Kolom Beton Bertulang 20/20 cm ( 140 kg besi + bekisting ) Rp 7,029,520 18 1 M3 Membuat Kolom Praktis Beton Bertulang 12/12 cm ( 260 kg besi + bekisting ) Rp 8,889,520 19 1 M3 Membuat Kolom Beton Bertulang 15/20,( 180 kg besi + bekisting ) Rp 7,649,520 20 1 M3 Membuat Balok Beton Bertulang 15/20,( 180 kg besi + bekisting ) Rp 7,242,317 21 1 M3 Membuat Balok Beton Bertulang11/11, ( 300 kg besi + bekisting ) Rp 9,102,317 22 1 M3 Membuat Plat Lantai Tb. 10 Cm Beton Bertulang ( 90 Kg Besi + Bekisting ) Rp 7,106,350 23 1 M3 Membuat Plat Lantai Tb. 12 Cm Beton Bertulang ( 110 Kg Besi + Bekisting ) Rp 6,684,474 E PEKERJAAN DINDING.1 1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3Ps Rp 237,565 2 1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3Ps Rp 113,029 3 1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4Ps Rp 109,200 4 1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5Ps Rp 106,806 5 1 M2 Pasangan Dinding Roster/Terawang (12x11x24)Cm Rp 134,210

F Pekerjaan Plesteran1 1 M2 Plesteran 1 Pc : 2 Ps, Tebal 15 mm Rp 43,709 2 1 M2 Plesteran 1 Pc : 3 Ps, Tebal 15 mm Rp 40,941 3 1 M2 Plesteran 1 Pc : 4 Ps, Tebal 15 mm Rp 39,115 4 1 M2 Plesteran 1 Pc : 5 Ps, Tebal 15 mm Rp 38,319 5 1 M2 Plesteran 1 Pc : 4 Ps, Tebal 20 mm Rp 54,681 6 1 M2 Plesteran 1 Pc : 5 Ps, Tebal 20 mm Rp 52,318 7 1 M2 Barapen 1 Pc : 5 Ps, Tebal 15 mm Rp 31,684 8 1 M2 Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm Rp 52,780 9 1 M2 Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm Rp 50,039 10 1 M2 Plesteran Skoning 1 Pc : 2 Ps Rp 10,280 11 1 M2 Acian Plesteran Rp 23,708 12 1 M2 Plesteran Siar Adukan 1 Pc : 2 Ps Rp 26,939 G PEKERJAAN KAYU.1 1 M2 Pasang Pintu Triplek Rangkap, Rangka Kayu Borneo Rp 373,506 2 1 M2 Pasang Jalusi Mati Kusen kayu Kamper Medan Rp 546,321 3 1 M2 Pasang Jalusi Mati Kusen kayu Kamper Medan Rp 522,369 4 1 M2 Pasang Pintu Panel Multiplek 9 mm rangka kayu Kamper Medan / Kruing Rp 392,295 5 1 M3 Pasang Konstruksi Kuda - Kuda Kayu Borneo Rp 7,074,666 6 1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu Borneo Rp 96,810 7 1 M' Pasang Lisplang (3x20) Cm, Kayu Kamper Medan Rp 64,641 8 1 M' Pasang Lisplang (3x30) Cm, Kayu Kamper Medan Rp 88,149 9 1 M' Pasang Listplang GRC lebar 25 Cm , tebal 9 mm Rp 63,852 10 1 M' Pasang List Plafon - Kayu Profil Rp 16,935 H PEKERJAAN KUNCI DAN KACA.1 1 Buah Pasang Kunci Tanam Antik #REF!2 1 Buah Pasang Kunci Tanam Biasa #REF!3 1 Buah Pasang Kunci Tanam Kamar Mandi #REF!4 1 Buah Pasang Engsel Pintu #REF!5 1 Buah Pasang Engsel Jendela Kupu - Kupu #REF!6 1 Buah Pasang Kait Angin #REF!7 1 M2 Buah Pasang Kaca, Tebal 5 mm #REF!I PEKERJAAN LANGIT - LANGIT. #REF!1 1 M2 Langit - langit Asbes (1.00x1.00) m, Tebal 4 mm Rp 25,567 2 1 M1 List Langit - langit Kayu Profil Rp 21,862 3 1 M2 Langit - Langit Gypsum Board, tb. 9 mm + Rangka Besi Hollow Rp 101,941 4 1 M2 Langit - Langit GRC, tb. 4 mm + Rangka Besi Hollow Rp 93,475 J PEKERJAAN PENUTUP ATAP.1 1 M2 Pasang Atap Genteng Pelentong Rp 59,445 2 1 M2 Pasang Atap Genteng Morando Glazur Rp 122,445 3 1 M2 Pasang Genteng Bubungan Palentong Rp 89,980 4 1 M2 Pasang Genteng Bubungan Morando Glazur Rp 99,880 5 1 M2 Pasang Alluminium Foil / Sisalation Rp 31,770 K PEKERJAAN PENUTUP LANTAI DAN DINDING1 1 M2 Pasang Lantai Keramik 20x20 Cm Corak Rp 179,571 2 1 M2 Pasang Lantai Keramik 30 x 30 Cm Polos setara Mulia Rp 91,144 3 1 M2 Pasang Lantai Keramik 30x30 Cm Corak/Warna setara Roman Rp 116,944 4 1 M2 Pasang Lantai Keramik 30x30 Cm Corak/Warna setara Mulia Rp 99,444 5 1 M2 Pasang Dinding Keramik 20x25 Cm Corak Rp 112,461 6 1 M2 Pasang Dinding Batu Tempel Hitam Rp 190,350 L PEKERJAAN PENGECATAN.1 1 M2 Pengecatan Bidang Kayu lama Rp 27,882 2 1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 2 lapis cat penutup Rp 27,882 3 1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 3 lapis cat penutup Rp 38,460 4 1 M2 Pelaburan Bidang Kayu dengan Politur Rp 57,908 5 1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 3 Lapis cat penutu Rp 21,035 6 1 M2 Pengecatan Plafond ( 3x ) Rp 49,280 7 1 M2 Pengecatan Permukaan Baja dengan Meni Besi Rp 21,412 8 1 M2 Pengecatan Permukaan Baja dengan Meni Besi dan Perancah Rp 44,693 K PEKERJAAN KUSEN ALUMUNIUM.1 1 UNIT Pasang partisi Alumunium, Daun partisi Multiplek rangka kayu Kamper Rp 1,648,947 2 1 UNIT Pek. Kusen Jendela Alumunium uk. 2 X 1,50 M' ( 3 lubang ) dgn 2 Daun Jende Rp 2,576,774 3 1 UNIT Pek. Kusen Pintu Jendela Alumunium uk. 2,2 X 2,70 M' ( 2 lb. Jendela + 1 l Rp 3,293,401 4 1 UNIT Pekerjaan Kusen Pintu Alumunium uk. 0,8 X 2,70 M' Rp 1,836,967 5 1 UNIT Pek. Kusen Jendela Alumunium uk. 2,65 X 1,50 M' ( 4 lubang ) dgn 2 Daun Je Rp 3,138,314 6 1 UNIT Pek. Kusen Pintu & Jendela Alumunium uk. 2,85 X 2,70 M' ( 3 lb. Jendela + Rp 4,203,044 7 1 UNIT Pek. Kusen Pintu Alumunium + Kaca uk. 1,30 X 2,80 M' ( 2 Daun Pintu ) Rp 2,648,332 8 1 UNIT Pek. Kusen Pintu Alumunium + Kaca uk. 1,50 X 2,70 M' ( 2 Daun Pintu ) Rp 2,726,396 9 1 UNIT Pek. Kusen Pintu & Jendela Alumunium uk.1,55 X 2,70 M' ( 1 lb. Jendela + 1 Rp 2,519,487 10 1 UNIT Pekerjaan Jalusi Alumunium Sofi-sofi Rp 983,073 11 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 1 lubang ) uk. 0,70 x 0,60 m Rp 583,254 12 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 2 lubang ) uk. 1,35 x 0,60 m Rp 679,203 13 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 3 lubang ) uk. 2,00 x 0,60 m Rp 970,074 14 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 4 lubang ) uk. 2,65 x 0,60 m Rp 1,260,945 L PEKERJAAN SANITASI.1 Pas.Kloset duduk / monoblok Rp 2,001,329 2 Pas. Kloset jongkok porselen Rp 395,450 3 Pas. Urinoir Rp 2,288,370 4 Pas. Wastaffel. Rp 940,892 5 Pas. Bak mandi fibreglass Rp 455,122 6 1 Buah memasang bak kontol Pas.Bata merah,(30 X 30 ) Cm tinggi : 35 CM Rp 400,219 7 1 Unit Memasang Kran Air Rp 82,827 8 1 Unit Memasang Flour Drain Rp 70,000 9 1 M' MEMASANG PIPA PVC TIPE AW 4" Rp 69,377 10 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA Rp 6,918,980 k123456

789

A. PEKERJAAN PERSIAPAN

Sat Keterangan Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01 Pengukuran dan Pemasangan BouplankBahan 0.0120 Kayu kaso 5/7 Albasia @ Rp. 1,761,300.00 = Rp. 21,135.60

0.0200 Kg Paku Biasa 2" - 5 " @ Rp. 22,732.00 = Rp. 454.640.0070 Kayu Papan 3/20 Albasia @ Rp. 1,950,800.00 = Rp. 13,655.60

Jumlah I Rp. 35,245.84

Tenaga 0.1000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 7,500.000.1000 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,000.000.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 750.00

0.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00Jumlah II Rp. 13,700.00

Jumlah I + II Rp. 48,945.84

02Bahan 1.2500 Btg Dolken Kayu Ø 8-10/400 Cm @ Rp. 26,400.00 = Rp. 33,000.00

0.1800 Kayu terentang @ Rp. 2,407,800.00 = Rp. 433,404.000.8500 Kg Paku Biasa @ Rp. 22,732.00 = Rp. 19,322.201.1000 Kg Besi Strip @ Rp. 25,300.00 = Rp. 27,830.00

35.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 59,500.00

0.1500 Pasir Pasang @ Rp. 350,000.00 = Rp. 52,500.000.1000 Pasir Beton @ Rp. 400,000.00 = Rp. 40,000.00

0.1500 Koral Beton @ Rp. 162,500.00 = Rp. 24,375.0030.0000 Bh Bata Merah @ Rp. 600.00 = Rp. 18,000.000.2500 Lbr Seng Plat @ Rp. 1,375,200.00 = Rp. 343,800.002.0000 Bh Kawat Kasa 1 x 1 ( Putih ) @ Rp. 30,300.00 = Rp. 60,600.000.0800 Kaca Polos @ Rp. 104,500.00 = Rp. 8,360.00

0.1500 Bh Kunci Tanam @ Rp. 88,900.00 = Rp. 13,335.000.0600 Lbr Triplek 120 x 240 x 0,4 cm @ Rp. 65,100.00 = Rp. 3,906.00

Jumlah I Rp. 1,137,932.20

Tenaga 2.0000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 150,000.001.0000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 75,000.002.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 100,000.000.3000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 22,500.000.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00

Jumlah II Rp. 352,000.00Jumlah I + II Rp. ###

03Bahan 1.7000 Btg Dolken Kayu Ø 8-10/400 Cm @ Rp. 26,400.00 = Rp. 44,880.00

0.2100 Kayu terentang @ Rp. 2,407,800.00 = Rp. 505,638.000.3000 Kg Paku Biasa @ Rp. 22,732.00 = Rp. 6,819.60

10.5000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 17,850.000.0300 Pasir Beton @ Rp. 400,000.00 = Rp. 12,000.000.0500 Koral Beton @ Rp. 162,500.00 = Rp. 8,125.001.5000 Lbr Seng Gelombang Bjls 30 @ Rp. 104,600.00 = Rp. 156,900.00

Jumlah I Rp. 752,212.60

Tenaga 2.0000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 150,000.00

1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.000.2000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 15,000.000.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00

Jumlah II Rp. 219,500.00Jumlah I + II Rp. 971,712.60

04Tenaga 0.1000 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,000.00

0.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00Jumlah I Rp. 9,500.00

05Bahan 0.0360 Kayu Albasia @ Rp. 1,761,300.00 = Rp. 63,406.80

0.0800 Kg Paku Biasa @ Rp. 22,732.00 = Rp. 1,818.561.0000 Btg Kaso 5/7 @ Rp. 40,870.00 = Rp. 40,870.00

Jumlah II = Rp. 106,095.36

Tenaga 0.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 22,500.000.0015 Oh Mandor @ Rp. 90,000.00 = Rp. 135.00

Jumlah I Rp. 22,635.00

Jumlah I + II = Rp. 128,730.36

06Bahan 1.0000 Btg Bambu Ø 6 -10/600 Cm @ Rp. 24,045.00 = Rp. 24,045.00

0.2500 Kg Tali Ijuk @ Rp. 22,000.00 = Rp. 5,500.00

Jumlah I = Rp. 29,545.00

Tenaga 0.0170 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 1,275.000.0020 Oh Pekerja @ Rp. 50,000.00 = Rp. 100.000.2500 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 18,750.000.0130 Oh Mandor @ Rp. 90,000.00 = Rp. 1,170.00

Jumlah II Rp. 21,295.00Jumlah I + II = Rp. 50,840.00

07Bahan 0.1500 Batu Belah 15/20 @ Rp. 172,950.00 = Rp. 25,942.50

0.0900 Batu Pecah 5/7 @ Rp. 174,000.00 = Rp. 15,660.00

0.0100 Pasir Pasang @ Rp. 164,000.00 = Rp. 1,640.00Jumlah I = Rp. 43,242.50

Tenaga 1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.000.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00

Jumlah Rp. 54,500.00Jumlah I + II = Rp. 97,742.50

08 1 M Pagar Beton Pracetak (5x50x213) CmBahan 0.9860 Lbr Panel Beton Pracetak @ Rp. 123,200.00 = Rp. 121,475.20

0.5250 Btg Kolom Beton Pracetak @ Rp. 241,200.00 = Rp. 126,630.000.0740 Pasir Beton @ Rp. 400,000.00 = Rp. 29,600.000.1460 Koral 2/3 @ Rp. 398,500.00 = Rp. 58,181.00

45.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 76,500.00Jumlah I 412,386.20

Tenaga 0.1250 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 9,375.000.3750 Oh Pekerja @ Rp. 50,000.00 = Rp. 18,750.000.0120 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 900.00

M3

M3

1 M2 Pembuatan Kantor Sementara, dengan Lantai Plesteran

M3

M3

M3

M3

M2

1 M2 Pembuatan Gudang Semen dan alat - alat

M3

M3

M3

1 M2 Membersihkan Lapangan dan Perataan

1 M2 Pembuatan Bak Adukan Ukuran (40x50x20) CmM3

1 M2 Pembuatan Stegger dari Bambu, Ukuran (40x50x20) Cm

1 M2 Pembuatan Jalan SementaraM3

M3

M3

M3

M3

0.0190 Oh Mandor @ Rp. 90,000.00 = Rp. 1,710.00

Jumlah II Rp. 30,735.00Jumlah I + II Rp. 443,121.20

B. PEKERJAAN TANAH

Sat Keterangan Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01 Galian Tanah Biasa sedalam 1 MeterTenaga 0.4000 Oh Pekerja @ Rp. 50,000.00 = Rp. 20,000.00

0.0400 Oh Mandor @ Rp. 90,000.00 = Rp. 3,600.00Jumlah Rp. 23,600.00

02 Galian Tanah Biasa sedalam 2 MeterTenaga 0.5260 Oh Pekerja @ Rp. 50,000.00 = Rp. 26,300.00

0.0520 Oh Mandor @ Rp. 90,000.00 = Rp. 4,680.00Jumlah Rp. 30,980.00

03 Galian Tanah Biasa sedalam 3 MeterTenaga 0.7350 Oh Pekerja @ Rp. 50,000.00 = Rp. 36,750.00

0.0730 Oh Mandor @ Rp. 90,000.00 = Rp. 6,570.00Jumlah Rp. 43,320.00

04 Galian Tanah Keras sedalam 1 MeterTenaga 0.0120 Oh Pekerja @ Rp. 50,000.00 = Rp. 600.00

0.0200 Oh Tukang Gali @ Rp. 65,000.00 = Rp. 1,300.000.0070 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 525.000.1000 Oh Mandor @ Rp. 90,000.00 = Rp. 9,000.00

Jumlah Rp. 11,425.00

05 Pekerjaan Srtipping Setinggi 10 CMTenaga 0.0500 Oh Pekerja @ Rp. 50,000.00 = Rp. 2,500.00

0.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00Jumlah Rp. 2,950.00

06Tenaga 0.5160 Oh Pekerja @ Rp. 50,000.00 = Rp. 25,800.00

0.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00Jumlah Rp. 30,300.00

07Tenaga 0.1920 Oh Pekerja @ Rp. 50,000.00 = Rp. 9,600.00

0.0190 Oh Mandor @ Rp. 90,000.00 = Rp. 1,710.00Jumlah Rp. 11,310.00

08Tenaga 0.5000 Oh Pekerja @ Rp. 50,000.00 = Rp. 25,000.00

0.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00Jumlah Rp. 29,500.00

09Bahan 1.2000 m3 Pasir Urug @ Rp. 165,100.00 = Rp. 198,120.00

Jumlah I Rp. 198,120.00

Tenaga 0.3000 Oh Pekerja @ Rp. 50,000.00 = Rp. 15,000.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. 15,900.00Jumlah I + II Rp. 214,020.00

10 1 M² Pemasangan Lapisan IjukBahan 1.2000 m2 Ijuk @ Rp. 17,300.00 = Rp. 20,760.00

Jumlah I Rp. 20,760.00

Tenaga 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp. 7,500.000.0150 Oh Mandor @ Rp. 90,000.00 = Rp. 1,350.00

Jumlah II Rp. 8,850.00Jumlah I + II Rp. 29,610.00

11Bahan 1.2000 m3 Sirtu @ Rp. 191,600.00 = Rp. 229,920.00

Jumlah I Rp. 229,920.00

Tenaga 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp. 12,500.000.0250 Oh Mandor @ Rp. 90,000.00 = Rp. 2,250.00

Jumlah II Rp. 14,750.00Jumlah I + II Rp. 244,670.00

12Bahan 0.2750 m3 Batu Belah @ Rp. 186,800.00 = Rp. 51,370.00

0.0300 m3 Kerikil @ Rp. 162,500.00 = Rp. 4,875.000.0500 m3 Pasir Urug @ Rp. 165,100.00 = Rp. 8,255.00

Jumlah I Rp. 64,500.00

Tenaga 1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.000.0400 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 3,000.000.1000 Oh Mandor @ Rp. 90,000.00 = Rp. 9,000.00

Jumlah II Rp. 62,000.00Jumlah I + II Rp. 126,500.00

1 M3 Pembuangan Tanah Sejauh 150 Meter

1 M3 Urugan Kembali

1 M3 Pemadatan Tanah

1 M3 Urugan Pasir

1 M3 Pemasangan Urugan Sirtu

1 M2 Pembuatan Jalan Sementara, Tebal 25 Cm

C PEKERJAAN PONDASI

Sat Keterangan Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 1.2000 Batu Belah 15 / 20 @ Rp. 186,800.00 = Rp. 224,160.00

0.3000 Pasir Urug @ Rp. 165,100.00 = Rp. 49,530.00Jumlah I Rp. 273,690.00

Tenaga 0.7800 Oh Pekerja @ Rp. 50,000.00 = Rp. 39,000.000.3000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 22,500.000.0390 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 2,925.000.0390 Oh Mandor @ Rp. 90,000.00 = Rp. 3,510.00

Jumlah II Rp. 67,935.00Jumlah I + II Rp. 341,625.00

02Bahan 1.1000 Batu Belah 15 / 20 @ Rp. 186,800.00 = Rp. 205,480.00

202.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 343,400.000.4850 Pasir Pasang @ Rp. 350,000.00 = Rp. 169,750.00

Jumlah I Rp. 718,630.00

Tenaga 1.5000 Oh Pekerja @ Rp. 50,000.00 = Rp. 75,000.000.6000 Oh Tukang Gali @ Rp. 65,000.00 = Rp. 39,000.000.0600 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 4,500.000.0750 Oh Mandor @ Rp. 90,000.00 = Rp. 6,750.00

Jumlah II Rp. 125,250.00Jumlah I + II Rp. 843,880.00

03Bahan 1.1000 Batu Belah 15 / 20 @ Rp. 186,800.00 = Rp. 205,480.00

163.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 277,100.000.5200 Pasir Pasang @ Rp. 350,000.00 = Rp. 182,000.00

Jumlah I Rp. 664,580.00

Tenaga 1.5000 Oh Pekerja @ Rp. 50,000.00 = Rp. 75,000.000.6000 Oh Tukang Gali @ Rp. 65,000.00 = Rp. 39,000.000.0600 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 4,500.000.0750 Oh Mandor @ Rp. 90,000.00 = Rp. 6,750.00

Jumlah II Rp. 125,250.00Jumlah I + II Rp. 789,830.00

04Bahan 1.1000 Batu Belah 15 / 20 @ Rp. 186,800.00 = Rp. 205,480.00

136.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 231,200.000.5440 Pasir Pasang @ Rp. 350,000.00 = Rp. 190,400.00

Jumlah I Rp. 627,080.00

Tenaga 1.5000 Oh Pekerja @ Rp. 50,000.00 = Rp. 75,000.000.6000 Oh Tukang Gali @ Rp. 65,000.00 = Rp. 39,000.000.0600 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 4,500.000.0750 Oh Mandor @ Rp. 90,000.00 = Rp. 6,750.00

Jumlah II Rp. 125,250.00Jumlah I + II Rp. 752,330.00

1 M3 Pasangan Pondasi Batu KosongM3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 3 PsM3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 4 PsM3

M3

1 M3 Pasangan Pondasi Batu Kali, 1 Pc : 5 PsM3

M3

D PEKERJAAN BETON

Sat Keterangan Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan ### Kg Semen Portland @ Rp. 1,700.00 = Rp.

0.5200 Pasir Beton @ Rp. ### = Rp.0.8700 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 1.6500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0250 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0800 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

02Bahan ### Kg Semen Portland @ Rp. 1,700.00 = Rp.

0.4700 Pasir Beton @ Rp. ### = Rp.0.9400 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 1.6500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0250 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0800 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

03Bahan ### Kg Semen Portland @ Rp. 1,700.00 = Rp.

0.5400 Pasir Beton @ Rp. ### = Rp.0.8100 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 2.0000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0350 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.1.0000 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

04 1 Kg Pembesian Dengan Besi Polos atau Besi UlirBahan 1.0500 Kg Besi Beton ( Polos/ Ulir ) @ Rp. 15,500.00 = Rp.

0.0150 Kg Kawat Beton @ Rp. 26,100.00 = Rp.Jumlah I Rp.

Tenaga 0.0070 Oh Pekerja @ Rp. 50,000.00 = Rp.0.0070 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.0007 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0003 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

05Bahan 0.0400 Kayu Terentang @ Rp. ### = Rp.

0.3000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.1000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.

Jumlah I Rp.

Tenaga 0.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2600 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0260 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0050 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 5 Kr

M3

M3

1 M3 Membuat Beton Tumbuk, 1 Pc : 3 Ps : 6 Kr

M3

M3

1 M3 Membuat Beton Bertulang, 1 Pc : 2 Ps : 3 Kr

M3

M3

1 M2 Pasangan Bekisting untuk PondasiM3

06Bahan 0.0450 Kayu Terentang @ Rp. ### = Rp.

0.3000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.1000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.

Jumlah I Rp.

Tenaga 0.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2600 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0260 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0050 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

07Bahan 0.0400 Kayu Terentang @ Rp. ### = Rp.

0.4000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.2000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.0.0150 Balok kayu Borneo @ Rp. ### = Rp.0.3500 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.2.0000 Btg Dolken kayu Galam o - 8-10/4 m@ Rp. 26,400.00 = Rp.

Jumlah I Rp.

Tenaga 0.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3300 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0330 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0060 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

08Bahan 0.0400 Kayu Terentang @ Rp. ### = Rp.

0.4000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.2000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.0.0180 Balok kayu Borneo @ Rp. ### = Rp.0.3500 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.2.0000 Btg Dolken kayu Galam o - 8-10/4 m@ Rp. 26,400.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3300 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0330 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0060 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

09Bahan 0.0400 Kayu Terentang @ Rp. ### = Rp.

0.4000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.2000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.0.0150 Balok kayu Borneo @ Rp. ### = Rp.0.3500 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.6.0000 Btg Dolken kayu Galam o - 8-10/4 m@ Rp. 26,400.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3300 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0330 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0060 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

10Bahan 0.0300 Kayu Terentang @ Rp. ### = Rp.

0.4000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.1500 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.0.0150 Balok kayu Borneo @ Rp. ### = Rp.0.3500 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.2.0000 Btg Dolken kayu Galam o - 8-10/4 m@ Rp. 26,400.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3300 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0330 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0060 Oh Mandor @ Rp. 90,000.00 = Rp.

1 M2 Pasangan Bekisting untuk SloofM3

1 M2 Pasangan Bekisting untuk KolomM3

M3

1 M2 Pasangan Bekisting untuk BalokM3

M3

1 M2 Pasangan Bekisting untuk LantaiM3

M3

1 M2 Pasangan Bekisting untuk TanggaM3

M3

Jumlah II Rp.Jumlah I + II Rp.

11Bahan ### Kg Semen Portland @ Rp. 1,700.00 = Rp.

0.6500 Pasir Beton @ Rp. ### = Rp.0.6500 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 6.0000 Oh Pekerja @ Rp. 50,000.00 = Rp.1.0000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.1000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.3000 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

12Bahan ### Kg Semen Portland @ Rp. 1,700.00 = Rp.

0.4000 Pasir Beton @ Rp. ### = Rp.0.8200 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 6.0000 Oh Pekerja @ Rp. 50,000.00 = Rp.1.0000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.1000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.3000 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

13Bahan 0.2000 Kayu Terentang @ Rp. ### = Rp.

1.5000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.4000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.2.2500 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 Pasir Beton @ Rp. ### = Rp.0.7800 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 3.9000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.1.0400 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.1.0500 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.2450 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.1650 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

14Bahan 0.2500 Kayu Terentang @ Rp. ### = Rp.

3.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.1.2000 Ltr Minyak Bekisting @ Rp. 38,100.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.3.0000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 Pasir Beton @ Rp. ### = Rp.0.7800 Koral Beton @ Rp. ### = Rp.0.1050 Kayu Borneo balok @ Rp. ### = Rp.2.5000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

14.0000 Btg Dolken o - 8 Cm/ 4 m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 5.6000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.2.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.1.4000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.4050 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.2020 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M3 Membuat Beton dengan Mutu K225

M3

M3

1 M3 Membuat Beton dengan Mutu K275

M3

M3

1 M3 Membuat Pondasi Beton Bertulang (150 Kg Besi dan Bekisting)M3

M3

M3

1 M3 Membuat Tangga Beton Bertulang (200 Kg Besi dan Bekisting)M3

M3

M3

M3

15 1 M3 Membuat Sloof Beton Bertulang 15/20 cm ( 180 kg besi + bekisting )Bahan 0.2700 M3 Kayu Terentang @ Rp. ### = Rp.

2.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.0.6000 Ltr Minyak Bekisting @ Rp. = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.3.0000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.

Jumlah I Rp.

Tenaga 4.8500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.1.5600 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.1.4000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.3310 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.1700 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

16 1 M3 Membuat Kolom Beton Bertulang 15/20 cm ( 180 kg besi + bekisting )Bahan 0.4000 M3 Kayu Terentang @ Rp. ### = Rp.

4.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.2.0000 Ltr Minyak Bekisting @ Rp. = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.4.5000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1500 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.3.5000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

20.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 7.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.3.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.2.1000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.5700 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.2500 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

17 1 M3 Membuat Kolom Beton Bertulang 20/20 cm ( 140 kg besi + bekisting )Bahan 0.4000 M3 Kayu Terentang @ Rp. ### = Rp.

4.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.2.0000 Ltr Minyak Bekisting @ Rp. 0.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.4.5000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1500 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.3.5000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

20.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 7.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.3.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.2.1000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.5700 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.2500 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

18 1 M3 Membuat Kolom Praktis Beton Bertulang 12/12 cm ( 260 kg besi + bekisting )Bahan 0.4000 M3 Kayu Terentang @ Rp. ### = Rp.

4.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.2.0000 Ltr Minyak Bekisting @ Rp. 0.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.4.5000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1500 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.3.5000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

20.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 7.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.3.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.2.1000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.5700 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.2500 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

19 1 M3 Membuat Kolom Beton Bertulang 15/20,( 180 kg besi + bekisting )Bahan 0.4000 M3 Kayu Terentang @ Rp. ### = Rp.

4.0000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.2.0000 Ltr Minyak Bekisting @ Rp. 0.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.4.5000 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1500 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.3.5000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

20.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 7.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.3.3000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.2.1000 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.5700 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.2500 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

20 1 M3 Membuat Balok Beton Bertulang 15/20,( 180 kg besi + bekisting )Bahan 0.3200 M3 Kayu Terentang @ Rp. ### = Rp.

3.2000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.1.6000 Ltr Minyak Bekisting @ Rp. 0.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.2.2500 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1200 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.2.8000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

32.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 5.8000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.2.8000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.1.0500 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.4200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.1850 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

21 1 M3 Membuat Balok Beton Bertulang11/11, ( 300 kg besi + bekisting )Bahan 0.3200 M3 Kayu Terentang @ Rp. ### = Rp.

3.2000 Kg Paku Biasa 2" - 5" @ Rp. 19,425.00 = Rp.1.6000 Ltr Minyak Bekisting @ Rp. 0.00 = Rp.

### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.2.2500 Kg Kawat Beton @ Rp. 26,100.00 = Rp.

### Kg Semen Portland @ Rp. 1,700.00 = Rp.0.5200 M3 Pasir Beton @ Rp. ### = Rp.0.7800 M3 Koral Beton @ Rp. ### = Rp.0.1200 M3 Kayu Balok Borneo Super @ Rp. ### = Rp.2.8000 Lbr MultiPlek 9 mm 120 x 240 @ Rp. ### = Rp.

32.0000 Btg Dolken Kayu Galam Ø-8 Cm / 4m @ Rp. 26,400.00 = Rp.Jumlah I Rp.

Tenaga 5.8000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.2.8000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.1.0500 Oh Tukang Besi @ Rp. 75,000.00 = Rp.0.4200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.1850 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

22 1 M3 Membuat Plat Lantai Tb. 10 Cm Beton Bertulang ( 90 Kg Besi + Bekisting )Bahan 1.0000 M3 Beton bertulang ad. 1Pc : 2 Ps@ Rp. ### = Rp.

10.0000 M2 Pasang Bekisting untuk lantai @ Rp. ### = Rp.90.0000 Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.

Jumlah I Rp.

23 1 M3 Membuat Plat Lantai Tb. 12 Cm Beton Bertulang ( 110 Kg Besi + Bekisting )Bahan 1.0000 M3 Beton bertulang ad. 1Pc : 2 Ps@ Rp. ### = Rp.

8.3300 M2 Pasang Bekisting untuk lantai @ Rp. ### = Rp.### Kg Besi Beton Polos @ Rp. 15,500.00 = Rp.

Jumlah I Rp.

Jumlah Harga

477,700.00208,000.00346,695.00

###

82,500.0018,750.001,875.007,200.00

110,325.00###

334,900.00188,000.00374,590.00897,490.00

82,500.0018,750.001,875.007,200.00

110,325.00###

571,200.00216,000.00322,785.00

###

100,000.0026,250.002,625.00

90,000.00218,875.00

###

16,275.00391.50

16,666.50

350.00525.0052.5027.00

954.5017,621.00

96,312.005,827.503,810.00

105,949.50

15,000.0019,500.001,950.00

450.0036,900.00142,849.50

108,351.005,827.503,810.00

117,988.50

15,000.0019,500.001,950.00

450.0036,900.00154,888.50

96,312.007,770.007,620.00

74,577.0049,805.0052,800.00288,884.00

15,000.0024,750.002,475.00

540.0042,765.00

###

96,312.007,770.007,620.00

89,492.4049,805.0052,800.00303,799.40

16,000.0024,750.002,475.00

540.0043,765.00347,564.40

96,312.007,770.007,620.00

74,577.0049,805.00158,400.00394,484.00

16,000.0024,750.002,475.00

540.0043,765.00438,249.00

72,234.007,770.005,715.00

74,577.0049,805.0052,800.00262,901.00

16,000.0024,750.002,475.00

540.00

43,765.00306,666.00

659,600.00260,000.00259,025.00

###

300,000.0075,000.007,500.00

27,000.00409,500.00

###

680,000.00160,000.00326,770.00

###

300,000.0075,000.007,500.00

27,000.00409,500.00

###

481,560.0029,137.5015,240.00

###58,725.00549,100.00208,000.00310,830.00

###

195,000.0026,250.0078,000.0078,750.0018,375.0014,850.00411,225.00

###

601,950.0058,275.0045,720.00

###78,300.00549,100.00208,000.00310,830.00522,039.00355,750.00369,600.00

###

280,000.0026,250.00172,500.00105,000.0030,375.0018,180.00632,305.00

###

650,106.0038,850.00

###78,300.00549,100.00208,000.00310,830.00

###

242,500.0026,250.00117,000.00105,000.0024,825.0015,300.00530,875.00

###

963,120.0077,700.00

###117,450.00549,100.00208,000.00310,830.00745,770.00498,050.00528,000.00

###

365,000.0026,250.00247,500.00157,500.0042,750.0022,500.00861,500.00

###

963,120.0077,700.00

0.00###

117,450.00549,100.00208,000.00310,830.00745,770.00498,050.00528,000.00

###

365,000.0026,250.00247,500.00157,500.0042,750.0022,500.00861,500.00

###

963,120.0077,700.00

0.00###

117,450.00549,100.00208,000.00310,830.00745,770.00498,050.00528,000.00

###

365,000.0026,250.00247,500.00157,500.0042,750.0022,500.00861,500.00

###

963,120.0077,700.00

0.00###

117,450.00549,100.00208,000.00310,830.00745,770.00498,050.00528,000.00

###

365,000.0026,250.00247,500.00157,500.0042,750.0022,500.00861,500.00

###

770,496.0062,160.00

0.00###

58,725.00549,100.00208,000.00310,830.00596,616.00398,440.00844,800.00

###

290,000.0026,250.00210,000.0078,750.0031,500.0016,650.00653,150.00

###

770,496.0062,160.00

0.00###

58,725.00549,100.00208,000.00310,830.00596,616.00398,440.00844,800.00

###

290,000.0026,250.00210,000.0078,750.0031,500.0016,650.00653,150.00

###

############

############

E Pekerjaan Besi Olahan

1 1 Kg Pasang Rangka Atap BajaBahan 1.1000 Kg Besi Profil WF @ Rp.

0.0800 Kg Meni Besi @ Rp.

Tenaga 0.0060 Oh Tukang Besi @ Rp.0.0600 Oh Pekerja @ Rp.0.0060 Oh Kepala Tukang @ Rp.0.0003 Oh Mandor @ Rp.

2Bahan 1.0000 Jendela Besi @ Rp.

Tenaga 1.0500 Oh Tukang Besi @ Rp.1.0500 Oh Pekerja @ Rp.0.1050 Oh Kepala Tukang @ Rp.0.0053 Oh Mandor @ Rp.

3Bahan 1.0000 Jendela Besi Tahan@ Rp.

Tenaga 1.2000 Oh Tukang Besi @ Rp.1.0220 Oh Pekerja @ Rp.0.1200 Oh Kepala Tukang @ Rp.0.0060 Oh Mandor @ Rp.

4Bahan 1.0000 Pintu Gulung Besi @ Rp.

Tenaga 1.2000 Oh Tukang Besi @ Rp.1.2000 Oh Pekerja @ Rp.0.1200 Oh Kepala Tukang @ Rp.0.0060 Oh Mandor @ Rp.

5

1 M2 Pasang Jendela BesiM2

1 M2 Pasang Jendela Besi Tahan ApiM2

1 M2 Pasang Pintu Gulung BesiM2

1 M2 Pasang Pintu Lipat

Bahan 1.0000 Pintu Lipat @ Rp.

Tenaga 1.0500 Oh Tukang Besi @ Rp.1.0500 Oh Pekerja @ Rp.0.1050 Oh Kepala Tukang @ Rp.0.0052 Oh Mandor @ Rp.

6Bahan 1.0000 Sunscreen Allumini@ Rp.

Tenaga 0.8000 Oh Tukang Besi @ Rp.0.0800 Oh Pekerja @ Rp.0.0800 Oh Kepala Tukang @ Rp.0.0040 Oh Mandor @ Rp.

7Bahan 1.0000 Rolling Door @ Rp.

Tenaga 1.5000 Oh Tukang Besi @ Rp.1.0500 Oh Pekerja @ Rp.0.1050 Oh Kepala Tukang @ Rp.0.0052 Oh Mandor @ Rp.

8Bahan 1.0000 Pintu Alluminium @ Rp.

Tenaga 1.0500 Oh Tukang Besi Konstr@ Rp.1.0500 Oh Pekerja @ Rp.0.1050 Oh Kepala Tukang @ Rp.0.0052 Oh Mandor @ Rp.

9Bahan 1.0000 Venetion Blinds @ Rp.

Tenaga 0.3500 Oh Tukang Kayu @ Rp.0.3500 Oh Pekerja @ Rp.

M2

1 M2 Pasang Pintu Sunscreen AlluminiumM2

1 M2 Pasang Pintu Rolling DoorM2

1 M2 Pasang Pintu AlluminiumM2

1 M2 Pasang Venetions BlindsM2

0.0350 Oh Kepala Tukang @ Rp.0.0018 Oh Mandor @ Rp.

10Bahan 1.0000 Vertikal Blinds @ Rp.

Tenaga 0.3500 Oh Tukang Kayu @ Rp.0.3500 Oh Pekerja @ Rp.0.0350 Oh Kepala Tukang @ Rp.0.0018 Oh Mandor @ Rp.

11Bahan 11.5000 Besi Strip 2x3 @ Rp.

Tenaga 1.2000 Oh Tukang Las @ Rp.1.2000 Oh Pekerja @ Rp.0.0120 Oh Kepala Tukang @ Rp.0.0006 Oh Mandor @ Rp.

12Bahan 1.1000 Kawat Harmonika @ Rp.

0.0200 Kg Paku Biasa 1/2" - @ Rp.0.0018 Kayu Kamper, Papa@ Rp.

Tenaga 0.1000 Oh Pekerja @ Rp.0.1000 Oh Tukang Kayu @ Rp.0.0100 Oh Kepala Tukang @ Rp.0.0005 Oh Mandor @ Rp.

13Bahan 1.1000 Kawat Nyamuk @ Rp.

0.0200 Kg Paku Biasa 1/2" - @ Rp.0.0018 Kayu Kamper, Papa@ Rp.

Tenaga 0.1000 Oh Pekerja @ Rp.0.1000 Oh Tukang Kayu @ Rp.0.0100 Oh Kepala Tukang @ Rp.

1 M2 Pasang Vertikal BlindsM2

1 M2 Pasang Terali BesiM'

1 M2 Pasang Kawat HarmonikaM2

M3

1 M2 Pasang Kawat NyamukM2

M3

0.0005 Oh Mandor @ Rp.

14Bahan 1.1000 Kawat Nyamuk @ Rp.

0.0200 Kg Paku Biasa 1/2" - @ Rp.0.0018 Kayu Kamper, Papa@ Rp.

Tenaga 0.1000 Oh Pekerja @ Rp.0.1000 Oh Tukang Kayu @ Rp.0.0100 Oh Kepala Tukang @ Rp.0.0005 Oh Mandor @ Rp.

15Bahan 1.1000 Kawat Burung @ Rp.

0.0200 Kg Paku Biasa 1/2" - @ Rp.0.0018 Kayu Kamper, Papa@ Rp.

Tenaga 0.1000 Oh Pekerja @ Rp.0.1000 Oh Tukang Kayu @ Rp.0.0100 Oh Kepala Tukang @ Rp.0.0005 Oh Mandor @ Rp.

16Bahan 1.1000 Jendela Nako @ Rp.

0.0200 Kg Paku Biasa 1/2" - @ Rp.0.0250 Besi Strip @ Rp.

Tenaga 0.2000 Oh Pekerja @ Rp.0.2000 Oh Tukang Kayu @ Rp.0.0200 Oh Kepala Tukang @ Rp.0.0010 Oh Mandor @ Rp.

17 1 M' Pasang Talang Datar, Seng Bjls 30Bahan 0.5000 Lbr Seng Plat 3'x6' Bj@ Rp.

0.0150 Kg Paku Biasa 1/2" - @ Rp.0.0096 Kayu Borneo, Papan@ Rp.0.2500 Kg Flincote / Meni Be@ Rp.

1 M2 Pasang Kawat KassaM2

M3

1 M2 Pasang Kawat BurungM2

M3

1 M2 Pasang Jendela Nako dan TralisM2

M2

M3

Tenaga 0.1500 Oh Pekerja @ Rp.0.4000 Oh Tukang Kayu @ Rp.0.0250 Oh Kepala Tukang @ Rp.0.0013 Oh Mandor @ Rp.

18 1 M' Pasang Talang Miring, Seng Bjls 30Bahan 0.5000 Lbr Seng Plat 3'x6' Bj@ Rp.

0.0150 Kg Paku Biasa 1/2" - @ Rp.0.0190 Kayu Borneo, Papan@ Rp.0.3000 Kg Flincote / Meni Be@ Rp.

Tenaga 0.0400 Oh Pekerja @ Rp.0.4000 Oh Tukang Kayu @ Rp.0.0250 Oh Kepala Tukang @ Rp.0.0013 Oh Mandor @ Rp.

19 1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 30Bahan 0.3000 Lbr Seng Plat 3'x6' Bj@ Rp.

0.1000 Kg Paku Biasa 1/2" - @ Rp.0.0190 Kayu Borneo, Papan@ Rp.0.5000 Kg Besi Strip @ Rp.

Tenaga 0.1500 Oh Pekerja @ Rp.0.2500 Oh Tukang Kayu @ Rp.0.0250 Oh Kepala Tukang @ Rp.0.0013 Oh Mandor @ Rp.

20 1 M' Pasang Talang 1/2 Lingkaran D -10 Cm, Seng Bjls 24Bahan 0.3000 Lbr Seng Plat 3'x6' Bj@ Rp.

0.1000 Kg Paku Biasa 1/2" - @ Rp.0.0190 Kayu Borneo, Papan@ Rp.0.5000 Kg Besi Strip @ Rp.

Tenaga 0.1500 Oh Pekerja @ Rp.0.2500 Oh Tukang Kayu @ Rp.0.0250 Oh Kepala Tukang @ Rp.0.0013 Oh Mandor @ Rp.

M3

M3

M3

1,700.00 = Rp. 1,870.0028,600.00 = Rp. 2,288.00

Jumlah I Rp. 4,158.00

75,000.00 = Rp. 450.0050,000.00 = Rp. 3,000.0075,000.00 = Rp. 450.0090,000.00 = Rp. 27.00

Jumlah II Rp. 3,927.00Jumlah I + II Rp. 8,085.00

Err:509 = Rp. Err:509Jumlah I Rp. Err:509

75,000.00 = Rp. 78,750.0050,000.00 = Rp. 52,500.0075,000.00 = Rp. 7,875.0090,000.00 = Rp. 472.50

Jumlah II Rp. 139,597.50Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:509Jumlah I Rp. Err:509

75,000.00 = Rp. 90,000.0050,000.00 = Rp. 51,100.0075,000.00 = Rp. 9,000.0090,000.00 = Rp. 540.00

Jumlah II Rp. 150,640.00Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:509Jumlah I Rp. Err:509

75,000.00 = Rp. 90,000.0050,000.00 = Rp. 60,000.0075,000.00 = Rp. 9,000.0090,000.00 = Rp. 540.00

Jumlah II Rp. 159,540.00Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:509Jumlah I Rp. Err:509

75,000.00 = Rp. 78,750.0050,000.00 = Rp. 52,500.0075,000.00 = Rp. 7,875.0090,000.00 = Rp. 468.00

Jumlah II Rp. 139,593.00Jumlah I + II Rp. Err:509

358,000.00 = Rp. 358,000.00Jumlah I Rp. 358,000.00

75,000.00 = Rp. 60,000.0050,000.00 = Rp. 4,000.0075,000.00 = Rp. 6,000.0090,000.00 = Rp. 360.00

Jumlah II Rp. 70,360.00Jumlah I + II Rp. 428,360.00

Err:509 = Rp. Err:509Jumlah I Rp. Err:509

75,000.00 = Rp. 112,500.0050,000.00 = Rp. 52,500.0075,000.00 = Rp. 7,875.0090,000.00 = Rp. 468.00

Jumlah II Rp. 173,343.00Jumlah I + II Rp. Err:509

199,400.00 = Rp. 199,400.00Jumlah I Rp. 199,400.00

75,000.00 = Rp. 78,750.0050,000.00 = Rp. 52,500.0075,000.00 = Rp. 7,875.0090,000.00 = Rp. 468.00

Jumlah II Rp. 139,593.00Jumlah I + II Rp. 338,993.00

= Rp. 0.00Jumlah I Rp. 0.00

75,000.00 = Rp. 26,250.0050,000.00 = Rp. 17,500.00

75,000.00 = Rp. 2,625.0090,000.00 = Rp. 157.50

Jumlah II Rp. 46,532.50Jumlah I + II Rp. 46,532.50

= Rp. 0.00Jumlah I Rp. 0.00

75,000.00 = Rp. 26,250.0050,000.00 = Rp. 17,500.0075,000.00 = Rp. 2,625.0090,000.00 = Rp. 157.50

Jumlah II Rp. 46,532.50Jumlah I + II Rp. 46,532.50

= Rp. 0.00Jumlah I Rp. 0.00

75,000.00 = Rp. 90,000.0050,000.00 = Rp. 60,000.0075,000.00 = Rp. 900.0090,000.00 = Rp. 54.00

Jumlah II Rp. 150,954.00Jumlah I + II Rp. 150,954.00

Err:509 = Rp. Err:50919,425.00 = Rp. 388.50

5,719,350.00 = Rp. 10,294.83Jumlah I Rp. Err:509

50,000.00 = Rp. 5,000.0075,000.00 = Rp. 7,500.0075,000.00 = Rp. 750.0090,000.00 = Rp. 45.00

Jumlah II Rp. 13,295.00Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:50919,425.00 = Rp. 388.50

5,719,350.00 = Rp. 10,294.83Jumlah I Rp. Err:509

50,000.00 = Rp. 5,000.0075,000.00 = Rp. 7,500.0075,000.00 = Rp. 750.00

90,000.00 = Rp. 45.00Jumlah II Rp. 13,295.00Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:50919,425.00 = Rp. 388.50

5,719,350.00 = Rp. 10,294.83Jumlah I Rp. Err:509

50,000.00 = Rp. 5,000.0075,000.00 = Rp. 7,500.0075,000.00 = Rp. 750.0090,000.00 = Rp. 45.00

Jumlah II Rp. 13,295.00Jumlah I + II Rp. Err:509

Err:509 = Rp. Err:50919,425.00 = Rp. 388.50

5,719,350.00 = Rp. 10,294.83Jumlah I Rp. Err:509

50,000.00 = Rp. 5,000.0075,000.00 = Rp. 7,500.0075,000.00 = Rp. 750.0090,000.00 = Rp. 45.00

Jumlah II Rp. 13,295.00Jumlah I + II Rp. Err:509

= Rp. 0.0019,425.00 = Rp. 388.5025,300.00 = Rp. 632.50

Jumlah I Rp. 1,021.00

50,000.00 = Rp. 10,000.0075,000.00 = Rp. 15,000.0075,000.00 = Rp. 1,500.0090,000.00 = Rp. 90.00

Jumlah II Rp. 26,590.00Jumlah I + II Rp. 27,611.00

Err:509 = Rp. Err:50919,425.00 = Rp. 291.38

5,269,100.00 = Rp. 50,583.36Err:509 = Rp. Err:509

Jumlah I Rp. Err:509

50,000.00 = Rp. 7,500.0075,000.00 = Rp. 30,000.0075,000.00 = Rp. 1,875.0090,000.00 = Rp. 112.50

Jumlah II Rp. 39,487.50Jumlah I + II Rp. Err:509

1,375,200.00 = Rp. 687,600.0019,425.00 = Rp. 291.38

5,269,100.00 = Rp. 100,112.9028,600.00 = Rp. 8,580.00

Jumlah I Rp. 796,584.28

50,000.00 = Rp. 2,000.0075,000.00 = Rp. 30,000.0075,000.00 = Rp. 1,875.0090,000.00 = Rp. 112.50

Jumlah II Rp. 33,987.50Jumlah I + II Rp. 830,571.78

1,375,200.00 = Rp. 412,560.0019,425.00 = Rp. 1,942.50

5,269,100.00 = Rp. 100,112.9025,300.00 = Rp. 12,650.00

Jumlah I Rp. 527,265.40

50,000.00 = Rp. 7,500.0075,000.00 = Rp. 18,750.0075,000.00 = Rp. 1,875.0090,000.00 = Rp. 112.50

Jumlah II Rp. 28,237.50Jumlah I + II Rp. 555,502.90

1,375,200.00 = Rp. 412,560.0019,425.00 = Rp. 1,942.50

5,269,100.00 = Rp. 100,112.9025,300.00 = Rp. 12,650.00

Jumlah I Rp. 527,265.40

50,000.00 = Rp. 7,500.0075,000.00 = Rp. 18,750.0075,000.00 = Rp. 1,875.0090,000.00 = Rp. 112.50

Jumlah II Rp. 28,237.50Jumlah I + II Rp. 555,502.90

F PEKERJAAN DINDING.

Sat Keterangan Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 140.0000 Bh Bata Merah 5x11x22 Cm @ Rp. 700.00 = Rp.

32.9500 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0910 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.6500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0300 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

02Bahan 70.0000 Bh Bata Merah 5x11x22 Cm @ Rp. 700.00 = Rp.

14.3700 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0400 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0150 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

03Bahan 70.0000 Bh Bata Merah 5x11x22 Cm @ Rp. 700.00 = Rp.

11.5000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0430 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0150 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

04Bahan 70.0000 Bh Bata Merah 5x11x22 Cm @ Rp. 700.00 = Rp.

9.6800 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0450 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.3200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0150 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

05Bahan 36.0000 Bh Roster Terawang @ Rp. 2,100.00 = Rp.

12.8000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0350 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.3000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0150 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M2 Pasangan Bata Merah Tebal 1 Bata, 1 Pc : 3Ps

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 3Ps

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 4Ps

M3

1 M2 Pasangan Bata Merah Tebal 1/2 Bata, 1 Pc : 5Ps

M3

1 M2 Pasangan Dinding Roster/Terawang (12x11x24)Cm

M3

Jumlah Harga

98,000.0056,015.0031,850.00

185,865.00

32,500.0015,000.001,500.002,700.00

51,700.00237,565.00

49,000.0024,429.0014,000.0087,429.00

16,000.007,500.00

750.001,350.00

25,600.00113,029.00

49,000.0019,550.0015,050.0083,600.00

16,000.007,500.00

750.001,350.00

25,600.00109,200.00

49,000.0016,456.0015,750.0081,206.00

16,000.007,500.00

750.001,350.00

25,600.00106,806.00

75,600.0021,760.0012,250.00

109,610.00

15,000.007,500.00

750.001,350.00

24,600.00134,210.00

G Pekerjaan Plesteran

Sat Kete Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Baha 8.5200 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###

0.0170 Pasir Pasang @ Rp. 350,000.00 = Rp. 5,950.00Jumlah I Rp. ###

Tena 0.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.1500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,125.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

02Baha 6.4800 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###

0.0190 Pasir Pasang @ Rp. 350,000.00 = Rp. 6,650.00Jumlah I Rp. ###

Tena 0.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.1500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,125.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

03Baha 5.2000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 8,840.00

0.0200 Pasir Pasang @ Rp. 350,000.00 = Rp. 7,000.00Jumlah I Rp. ###

Tena 0.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.1500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,125.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

04Baha 4.3200 Kg Semen Portland @ Rp. 1,700.00 = Rp. 7,344.00

0.0220 Pasir Pasang @ Rp. 350,000.00 = Rp. 7,700.00Jumlah I Rp. ###

Tena 0.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.1500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,125.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

05Baha 8.6800 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###

0.0280 Pasir Pasang @ Rp. 350,000.00 = Rp. 9,800.00Jumlah I Rp. ###

Tena 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.2000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,500.000.0125 Oh Mandor @ Rp. 90,000.00 = Rp. 1,125.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

06Baha 7.2900 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###

0.0280 Pasir Pasang @ Rp. 350,000.00 = Rp. 9,800.00Jumlah I Rp. ###

Tena 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.2000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,500.000.0125 Oh Mandor @ Rp. 90,000.00 = Rp. 1,125.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

07Baha 5.6700 Kg Semen Portland @ Rp. 1,700.00 = Rp. 9,639.00

0.0230 Pasir Pasang @ Rp. 350,000.00 = Rp. 8,050.00Jumlah I Rp. ###

Tena 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp. 7,500.000.0700 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 5,250.000.0070 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 525.000.0080 Oh Mandor @ Rp. 90,000.00 = Rp. 720.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

1 M2 Plesteran 1 Pc : 2 Ps, Tebal 15 mm

M3

1 M2 Plesteran 1 Pc : 3 Ps, Tebal 15 mm

M3

1 M2 Plesteran 1 Pc : 4 Ps, Tebal 15 mm

M3

1 M2 Plesteran 1 Pc : 5 Ps, Tebal 15 mm

M3

1 M2 Plesteran 1 Pc : 4 Ps, Tebal 20 mm

M3

1 M2 Plesteran 1 Pc : 5 Ps, Tebal 20 mm

M3

1 M2 Barapen 1 Pc : 5 Ps, Tebal 15 mm

M3

08 1 M2 Plesteran Beton 1 Pc : 2 Ps, Tebal 15 mm

Baha 9.3000 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###0.0180 Pasir Pasang @ Rp. 350,000.00 = Rp. 6,300.00

Jumlah I Rp. ###

Tena 0.2600 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.2000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,500.000.0130 Oh Mandor @ Rp. 90,000.00 = Rp. 1,170.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

09Baha 7.0700 Kg Semen Portland @ Rp. 1,700.00 = Rp. ###

0.0210 Pasir Pasang @ Rp. 350,000.00 = Rp. 7,350.00Jumlah I Rp. ###

Tena 0.2600 Oh Pekerja @ Rp. 50,000.00 = Rp. ###0.2000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. ###0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,500.000.0130 Oh Mandor @ Rp. 90,000.00 = Rp. 1,170.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

10Baha 0.5000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 850.00

0.0020 Pasir Pasang @ Rp. 350,000.00 = Rp. 700.00Jumlah I Rp. 1,550.00

Tena 0.0570 Oh Pekerja @ Rp. 50,000.00 = Rp. 2,850.000.0380 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 2,850.000.0380 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 2,850.000.0020 Oh Mandor @ Rp. 90,000.00 = Rp. 180.00

Jumlah II Rp. 8,730.00Jumlah I + II Rp. ###

11Baha 4.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp. 6,800.00

Jumlah I Rp. 6,800.00

Tena 0.1430 Oh Pekerja @ Rp. 50,000.00 = Rp. 7,150.000.1070 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 8,025.000.0105 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 787.500.0105 Oh Mandor @ Rp. 90,000.00 = Rp. 945.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

12Baha 4.3200 Kg Semen Portland @ Rp. 1,700.00 = Rp. 7,344.00

0.0160 Pasir Pasang @ Rp. 350,000.00 = Rp. 5,600.00Jumlah I Rp. ###

Tena 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp. 7,500.000.0700 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 5,250.000.0070 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 525.000.0080 Oh Mandor @ Rp. 90,000.00 = Rp. 720.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

M3

1 M2 Plesteran Beton 1 Pc : 3 Ps, Tebal 15 mm

M3

1 M2 Plesteran Skoning 1 Pc : 2 Ps

M3

1 M2 Acian Plesteran

1 M2 Plesteran Siar Adukan 1 Pc : 2 Ps

M3

H PEKERJAAN KAYU.

Sat Keterang Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 0.0196 Kayu Papan Borneo Super @ Rp. 5,269,100.00 = Rp. 103,274.36

0.0300 Kg Paku Biasa 1/2" - 1 " @ Rp. 22,732.00 = Rp. 681.960.3000 Lt Lem Kayu @ Rp. 22,500.00 = Rp. 6,750.001.0000 Lbr Triplek 4 mm 120 x 240 @ Rp. 65,100.00 = Rp. 65,100.00

Jumlah I Rp. 175,806.32

Tenaga 0.6000 Oh Pekerja @ Rp. 50,000.00 = Rp. 30,000.002.0000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 150,000.000.2000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 15,000.000.0300 Oh Mandor @ Rp. 90,000.00 = Rp. 2,700.00

Jumlah II Rp. 197,700.00Jumlah I + II Rp. 373,506.32

02Bahan 0.0600 Kayu Papan Kamper Medan @ Rp. 5,719,350.00 = Rp. 343,161.00

0.1500 Kg Paku Biasa 1/2" - 1" @ Rp. 22,732.00 = Rp. 3,409.80Jumlah I Rp. 346,570.80

Tenaga 0.5000 Oh Pekerja @ Rp. 50,000.00 = Rp. 25,000.002.0000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 150,000.000.3000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 22,500.000.0250 Oh Mandor @ Rp. 90,000.00 = Rp. 2,250.00

Jumlah II Rp. 199,750.00Jumlah I + II Rp. 546,320.80

03Bahan 0.0196 Kayu Papan Kamper Medan @ Rp. 5,719,350.00 = Rp. 112,099.26

0.3000 Kg Paku Biasa 1/2" - 1 " @ Rp. 22,732.00 = Rp. 6,819.600.8000 Ltr Lem Kayu @ Rp. 22,500.00 = Rp. 18,000.001.0000 Lbr Triplek 4 mm 120 x 240 @ Rp. 65,100.00 = Rp. 65,100.000.5000 Lbr Formika 4' x 3' @ Rp. 141,000.00 = Rp. 70,500.00

Jumlah I Rp. 272,518.86

Tenaga 0.8000 Oh Pekerja @ Rp. 50,000.00 = Rp. 40,000.002.5000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 187,500.000.2500 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 18,750.000.0400 Oh Mandor @ Rp. 90,000.00 = Rp. 3,600.00

Jumlah II Rp. 249,850.00Jumlah I + II Rp. 522,368.86

04 1 M2 Pasang Pintu Panel Multiplek 9 mm rangka kayu Kamper Medan / KruingBahan 0.0230 M3 Kayu Papan Kamper Medan/Krui@ Rp. 5,719,350.00 = Rp. 131,545.05

0.2300 lbr Multiplek 9 mm @ Rp. 142,300.00 = Rp. 32,729.003.6000 m' List kayu profil 1 cm @ Rp. 8,400.00 = Rp. 30,240.000.3000 kg Paku biasa ½" - 1" @ Rp. 22,732.00 = Rp. 6,819.600.1500 kg Lem putih FOX @ Rp. 22,500.00 = Rp. 3,375.00

Jumlah I Rp. 131,545.05

Tenaga 1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.002.5000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 187,500.000.2500 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 18,750.000.0500 Oh Mandor @ Rp. 90,000.00 = Rp. 4,500.00

Jumlah II Rp. 260,750.00Jumlah I + II Rp. 392,295.05

05Bahan 1.1000 Kayu Balok Borneo Super @ Rp. 4,971,800.00 = Rp. ###

15.0000 Kg Besi Strip @ Rp. 25,300.00 = Rp. 379,500.000.8000 Kg Paku Biasa 2" - 5" @ Rp. 22,732.00 = Rp. 18,185.60

Jumlah I Rp. ###

Tenaga 4.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 200,000.0012.0000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 900,000.001.2000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 90,000.000.2000 Oh Mandor @ Rp. 90,000.00 = Rp. 18,000.00

Jumlah II Rp. ###Jumlah I + II Rp. ###

06Bahan 0.0120 Kayu Balok Borneo Super @ Rp. 4,971,800.00 = Rp. 59,661.60

0.1000 Kg Paku Biasa 2" - 5" @ Rp. 22,732.00 = Rp. 2,273.20Jumlah I Rp. 61,934.80

Tenaga 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp. 7,500.000.2500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 18,750.000.0250 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,875.000.0750 Oh Mandor @ Rp. 90,000.00 = Rp. 6,750.00

Jumlah II Rp. 34,875.00Jumlah I + II Rp. 96,809.80

1 M2 Pasang Pintu Triplek Rangkap, Rangka Kayu BorneoM3

1 M2 Pasang Jalusi Mati Kusen kayu Kamper MedanM3

1 M2 Pasang Pintu Triplek dan Formika, Rangka Kayu Kamper MedanM3

1 M3 Pasang Konstruksi Kuda - Kuda Kayu BorneoM3

1 M2 Pasang Rangka Langit - langit (1.00x1.00) m, Kayu BorneoM3

07 1 M' Pasang Lisplang (3x20) Cm, Kayu Kamper MedanBahan 0.0072 Kayu Papan Kamper Medan @ Rp. 5,719,350.00 = Rp. 41,179.32

0.0500 Kg Paku Biasa 2" - 5" @ Rp. 22,732.00 = Rp. 1,136.60Jumlah I Rp. 42,315.92

Tenaga 0.1000 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,000.000.2000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 15,000.000.0250 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,875.000.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 22,325.00Jumlah I + II Rp. 64,640.92

08 1 M' Pasang Lisplang (3x30) Cm, Kayu Kamper MedanBahan 0.0110 Kayu Papan Kamper Medan @ Rp. 5,719,350.00 = Rp. 62,912.85

0.0500 Kg Paku Biasa 2" - 5" @ Rp. 22,732.00 = Rp. 1,136.60Jumlah I Rp. 64,049.45

Tenaga 0.1100 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,500.000.2200 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 16,500.000.0220 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,650.000.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 24,100.00Jumlah I + II Rp. 88,149.45

09 1 M' Pasang Listplang GRC lebar 25 Cm , tebal 9 mmBahan 0.3400 lbr Kalsiplank uk. 3000x300x9 mm@ Rp. 65,800.00 = Rp. 22,372.00

0.0030 m3 Kaso 4/6 ky. Borneo @ Rp. 2,520,000.00 = Rp. 7,560.000.3000 Kg Paku Biasa ½" - 1" @ Rp. 22,732.00 = Rp. 6,819.604.0000 bh Paku Skrup @ Rp. 750.00 = Rp. 3,000.00

Jumlah I Rp. 39,751.60

Tenaga 0.1100 Oh Pekerja Setengah Terampil @ Rp. 50,000.00 = Rp. 5,500.000.2200 Oh Tukang Kayu Terampil @ Rp. 75,000.00 = Rp. 16,500.000.0220 Oh Kepala Tukang Kayu @ Rp. 75,000.00 = Rp. 1,650.000.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 24,100.00Jumlah I + II Rp. 63,851.60

10 1 M' Pasang List Plafon - Kayu ProfilBahan 1.0500 M' Kayu Profil @ Rp. 13,400.00 = Rp. 14,070.00

Jumlah I Rp. 14,070.00

Tenaga 0.0210 Oh Pekerja @ Rp. 50,000.00 = Rp. 1,050.000.0210 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 1,575.000.0020 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 150.000.0010 Oh Mandor @ Rp. 90,000.00 = Rp. 90.00

Jumlah II Rp. 2,865.00Jumlah I + II Rp. 16,935.00

M3

M3

I PEKERJAAN KUNCI DAN KACA.

Sat Keteranga Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01 1 Buah Pasang Kunci Tanam AntikBahan 1.0000 Bh Kunci Tanam Antik @ Rp. 155,700.00 = Rp.

Jumlah I Rp.

Tenaga 0.0600 Oh Pekerja @ Rp. 50,000.00 = Rp.0.6000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0600 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0030 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

02 1 Buah Pasang Kunci Tanam BiasaBahan 1.0000 Bh Kunci Tanam Biasa @ Rp. 119,100.00 = Rp.

Jumlah I Rp.

Tenaga 0.0100 Oh Pekerja @ Rp. 50,000.00 = Rp.0.5000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0050 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

03 1 Buah Pasang Kunci Tanam Kamar MandiBahan 1.0000 Bh Kunci Tanam Kamar Mandi @ Rp. 96,700.00 = Rp.

Jumlah I Rp.

Tenaga 0.0050 Oh Pekerja @ Rp. 50,000.00 = Rp.0.5000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0050 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0025 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

04 1 Buah Pasang Engsel PintuBahan 1.0000 Ps Engsel Pintu @ Rp. 18,800.00 = Rp.

Jumlah I Rp.

Tenaga 0.0150 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0008 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

05 1 Buah Pasang Engsel Jendela Kupu - KupuBahan 1.0000 Ps Engsel Jendela @ Rp. 19,700.00 = Rp.

Jumlah I Rp.

Tenaga 0.0100 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0100 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0005 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

06 1 Buah Pasang Kait AnginBahan 1.0000 Ps Kait Angin @ Rp. 27,300.00 = Rp.

Jumlah I Rp.

Tenaga 0.0150 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0008 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

07Bahan 1.1000 Kaca 5 mm @ Rp. 104,500.00 = Rp.

Jumlah I Rp.

Tenaga 0.0150 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0150 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0008 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M2 Buah Pasang Kaca, Tebal 5 mmM2

Jumlah Harga

155,700.00155,700.00

3,000.0045,000.004,500.00270.00

52,770.00208,470.00

119,100.00119,100.00

500.0037,500.00

750.00450.00

39,200.00158,300.00

96,700.0096,700.00

250.0037,500.00

375.00225.00

38,350.00135,050.00

18,800.0018,800.00

750.0011,250.001,125.00

67.5013,192.5031,992.50

19,700.0019,700.00

500.007,500.00750.0045.00

8,795.0028,495.00

27,300.0027,300.00

750.0011,250.001,125.00

67.5013,192.5040,492.50

114,950.00114,950.00

750.0011,250.001,125.00

67.5013,192.50128,142.50

J. PEKERJAAN LANGIT - LANGIT.

Sat Keteranga Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 1.1000 Lbr Pelat Asbes Tebal 4 mm @ Rp. 16,300.00 = Rp. 17,930.00

0.0100 Kg Paku @ Rp. 22,732.00 = Rp. 227.32Jumlah I Rp. 18,157.32

Tenaga 0.0300 Oh Pekerja @ Rp. 50,000.00 = Rp. 1,500.000.0700 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 5,250.000.0070 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 525.000.0015 Oh Mandor @ Rp. 90,000.00 = Rp. 135.00

Jumlah II Rp. 7,410.00Jumlah I + II Rp. 25,567.32

02Bahan 1.1000 M' List Kayu Profil @ Rp. 13,400.00 = Rp. 14,740.00

0.0100 Kg Paku @ Rp. 22,732.00 = Rp. 227.32Jumlah I Rp. 14,967.32

Tenaga 0.0500 Oh Pekerja @ Rp. 50,000.00 = Rp. 2,500.000.0500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp. 3,750.000.0050 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 375.000.0030 Oh Mandor @ Rp. 90,000.00 = Rp. 270.00

Jumlah II Rp. 6,895.00Jumlah I + II Rp. 21,862.32

03 1 M2 Langit - Langit Gypsum Board, tb. 9 mm + Rangka Besi HollowBahan 0.4150 Btg Hollow 4/4 Zincromate @ Rp. 27,500.00 = Rp. 11,412.50

0.1500 Btg Hollow 2/4 Zincromate @ Rp. 22,100.00 = Rp. 3,315.000.3640 Lbr Gypsum board ( 120 x 240 x 9 ) mm @ Rp. 75,100.00 = Rp. 27,336.40

25.0000 Bh Paku sekrup @ Rp. 750.00 = Rp. 18,750.004.0000 Bh Ramset / dina bolt @ Rp. 6,800.00 = Rp. 27,200.000.0720 Bh Cotton plaster @ Rp. 10,100.00 = Rp. 727.200.1250 Kg Compoun @ Rp. 29,000.00 = Rp. 3,625.00

Jumlah I Rp. 92,366.10

Tenaga 0.1000 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,000.000.0500 Oh Tukang besi @ Rp. 75,000.00 = Rp. 3,750.000.0050 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 375.000.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 9,575.00Jumlah I + II Rp. 101,941.10

04 1 M2 Langit - Langit GRC, tb. 4 mm + Rangka Besi HollowBahan 0.4150 Btg Hollow 4/4 Zincromate @ Rp. 27,500.00 = Rp. 11,412.50

0.1500 Btg Hollow 2/4 Zincromate @ Rp. 22,100.00 = Rp. 3,315.000.3640 Lbr GRC ( 120 x 240 x 4 ) mm @ Rp. 61,800.00 = Rp. 22,495.20

25.0000 Bh Paku sekrup @ Rp. 750.00 = Rp. 18,750.004.0000 Bh Ramset / dina bolt @ Rp. 6,800.00 = Rp. 27,200.000.0720 Bh Cotton plaster @ Rp. 10,100.00 = Rp. 727.20

Jumlah I Rp. 83,899.90

Tenaga 0.1000 Oh Pekerja @ Rp. 50,000.00 = Rp. 5,000.000.0500 Oh Tukang besi @ Rp. 75,000.00 = Rp. 3,750.000.0050 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 375.000.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 9,575.00Jumlah I + II Rp. 93,474.90

1 M2 Langit - langit Asbes (1.00x1.00) m, Tebal 4 mm

1 M1 List Langit - langit Kayu Profil

K. PEKERJAAN PENUTUP ATAP.

Sat Keteran Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 25.0000 Bh Genteng Pelentong @ Rp. 1,800.00 = Rp.

Jumlah I Rp.

Tenaga 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.0750 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0080 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0080 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

02Bahan 18.0000 Bh Genteng Morando Glazur @ Rp. 6,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.0750 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0080 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0080 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

03Bahan 5.0000 Bh Genteng Bubungan Pelentong @ Rp. 5,700.00 = Rp.

8.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0320 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.4000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0020 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

04Bahan 4.0000 Bh Genteng Bubungan Morando Gl@ Rp. 9,600.00 = Rp.

8.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0320 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.4000 Oh Pekerja @ Rp. 50,000.00 = Rp.0.2000 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0020 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

05Bahan 1.0500 Sisalation / Alluminium Foil@ Rp. 18,500.00 = Rp.

Jumlah I Rp.

Tenaga 0.1500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.0500 Oh Tukang Kayu @ Rp. 75,000.00 = Rp.0.0050 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0080 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M2 Pasang Atap Genteng Pelentong

1 M2 Pasang Atap Genteng Morando Glazur

1 M2 Pasang Genteng Bubungan Palentong

M3

1 M2 Pasang Genteng Bubungan Morando Glazur

M3

1 M2 Pasang Alluminium Foil / SisalationM2

Jumlah Harga

45,000.0045,000.00

7,500.005,625.00

600.00720.00

14,445.0059,445.00

108,000.00108,000.00

7,500.005,625.00

600.00720.00

14,445.00122,445.00

28,500.0013,600.0011,200.0053,300.00

20,000.0015,000.001,500.00

180.0036,680.0089,980.00

38,400.0013,600.0011,200.0063,200.00

20,000.0015,000.001,500.00

180.0036,680.0099,880.00

19,425.0019,425.00

7,500.003,750.00

375.00720.00

12,345.0031,770.00

L. PEKERJAAN PENUTUP LANTAI DAN DINDING

Sat Keteranga Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 25.0000 Bh Ubin Keramik 20x20 Cm Corak @ Rp. 2,424.00 = Rp.

11.3800 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0420 Pasir Pasang @ Rp. 350,000.00 = Rp.1.5000 Kg Semen Warna @ Rp. 14,900.00 = Rp.

Jumlah I Rp.

Tenaga 0.6200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0350 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0300 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

02Bahan 11.0000 Bh Keramik 30x30 Cm Polos setara Mulia @ Rp. 4,209.09 = Rp.

8.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0215 Pasir Pasang @ Rp. 350,000.00 = Rp.0.0130 Kg Semen Warna @ Rp. 14,900.00 = Rp.

Jumlah I Rp.

Tenaga 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1200 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0120 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0125 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

03Bahan 11.0000 Bh Keramik 30x30 Cm Corak/Warna set. Ro @ Rp. 6,554.55 = Rp.

8.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0215 Pasir Pasang @ Rp. 350,000.00 = Rp.0.0130 Kg Semen Warna @ Rp. 14,900.00 = Rp.

Jumlah I Rp.

Tenaga 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1200 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0120 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0125 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

04Bahan 11.0000 Bh Keramik 30x30 Cm Corak/Warna set. Mu @ Rp. 4,963.64 = Rp.

8.0000 Kg Semen Portland @ Rp. 1,700.00 = Rp.0.0215 Pasir Pasang @ Rp. 350,000.00 = Rp.0.0130 Kg Semen Warna @ Rp. 14,900.00 = Rp.

Jumlah I Rp.

Tenaga 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp.0.1200 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0120 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0125 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

06Bahan 20.0000 Bh Keramik 20X 25Cm Corak @ Rp. 2,490.00 = Rp.

8.0000 Kg Semen Abu - Abu @ Rp. 1,700.00 = Rp.0.0180 Pasir Pasang @ Rp. 350,000.00 = Rp.0.0130 Kg Semen Warna @ Rp. 14,900.00 = Rp.

Jumlah I Rp.

Tenaga 0.1875 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3750 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0450 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0188 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

07Bahan 1.0500 Batu Tempel Hitam @ Rp. 91,000.00 = Rp.

11.7500 Kg Semen Abu - Abu @ Rp. 1,700.00 = Rp.0.0350 Pasir Pasang @ Rp. 350,000.00 = Rp.

Jumlah I Rp.

Tenaga 0.6200 Oh Pekerja @ Rp. 50,000.00 = Rp.0.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp.0.0350 Oh Kepala Tukang @ Rp. 75,000.00 = Rp.0.0300 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II Rp.Jumlah I + II Rp.

1 M2 Pasang Lantai Keramik 20x20 Cm Corak

M3

1 M2 Pasang Lantai Keramik 30 x 30 Cm Polos setara Mulia

M3

1 M2 Pasang Lantai Keramik 30x30 Cm Corak/Warna setara Roman

M3

1 M2 Pasang Lantai Keramik 30x30 Cm Corak/Warna setara Mulia

M3

1 M2 Pasang Dinding Keramik 20x25 Cm Corak

M3

1 M2 Pasang Dinding Batu Tempel HitamM2

M3

Jumlah Harga

60,600.0019,346.0014,700.0022,350.00116,996.00

31,000.0026,250.002,625.002,700.00

62,575.00179,571.00

46,300.0013,600.007,525.00

193.7067,618.70

12,500.009,000.00

900.001,125.00

23,525.0091,143.70

72,100.0013,600.007,525.00

193.7093,418.70

12,500.009,000.00

900.001,125.00

23,525.00116,943.70

54,600.0013,600.007,525.00

193.7075,918.70

12,500.009,000.00

900.001,125.00

23,525.0099,443.70

49,800.0013,600.006,300.00

193.7069,893.70

9,375.0028,125.003,375.001,692.00

42,567.00112,460.70

95,550.0019,975.0012,250.00127,775.00

31,000.0026,250.002,625.002,700.00

62,575.00190,350.00

M PEKERJAAN PENGECATAN.

Sat Keteran Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01Bahan 0.1500 Kg Plamir @ Rp. 19,700.00 = Rp. 2,955.00

0.1700 Kg Cat Dasar @ Rp. 24,500.00 = Rp. 4,165.000.1700 Kg Cat Penutup @ Rp. 39,200.00 = Rp. 6,664.00

Jumlah I Rp. 13,784.00

Tenaga 0.0700 Oh Pekerja @ Rp. 50,000.00 = Rp. 3,500.000.0750 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 5,625.000.0075 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 562.500.0024 Oh Mandor @ Rp. 90,000.00 = Rp. 216.00

Jumlah II Rp. 9,903.50Jumlah I + II Rp. 23,687.50

02Bahan 0.2000 Kg Cat Meni @ Rp. 28,600.00 = Rp. 5,720.00

0.1500 Kg Plamir @ Rp. 19,700.00 = Rp. 2,955.000.1700 Kg Cat Dasar @ Rp. 24,500.00 = Rp. 4,165.000.2600 Kg Cat Penutup 2 Kali @ Rp. 39,200.00 = Rp. 10,192.00

Jumlah I Rp. 23,032.00

Tenaga 0.0700 Oh Pekerja @ Rp. 50,000.00 = Rp. 3,500.000.0090 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 675.000.0060 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 450.000.0025 Oh Mandor @ Rp. 90,000.00 = Rp. 225.00

Jumlah II Rp. 4,850.00Jumlah I + II Rp. 27,882.00

03Bahan 0.2000 Kg Cat Meni @ Rp. 28,600.00 = Rp. 5,720.00

0.1500 Kg Plamir @ Rp. 19,700.00 = Rp. 2,955.000.1700 Kg Cat Dasar @ Rp. 24,500.00 = Rp. 4,165.000.3500 Kg Cat Penutup 3 Kali @ Rp. 39,200.00 = Rp. 13,720.00

Jumlah I Rp. 26,560.00

Tenaga 0.0700 Oh Pekerja @ Rp. 50,000.00 = Rp. 3,500.000.1050 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 7,875.000.0040 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 300.000.0025 Oh Mandor @ Rp. 90,000.00 = Rp. 225.00

Jumlah II Rp. 11,900.00Jumlah I + II Rp. 38,460.00

04Bahan 0.1500 Ltr Politur @ Rp. 33,864.58 = Rp. 5,079.69

0.3720 Ltr Politur Jadi @ Rp. 101,646.38 = Rp. 37,812.452.0000 Lbr Ampelas @ Rp. 4,545.45 = Rp. 9,090.90

Jumlah I Rp. 51,983.04

Tenaga 0.0600 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 4,500.000.0160 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,200.000.0025 Oh Mandor @ Rp. 90,000.00 = Rp. 225.00

Jumlah II Rp. 5,925.00Jumlah I + II Rp. 57,908.04

05Bahan 0.1000 Kg Plamir @ Rp. 19,700.00 = Rp. 1,970.00

0.1000 Kg Cat Dasar @ Rp. 24,500.00 = Rp. 2,450.000.2600 Kg Cat Penutup @ Rp. 39,200.00 = Rp. 10,192.00

Jumlah I Rp. 14,612.00

Tenaga 0.0200 Oh Pekerja @ Rp. 50,000.00 = Rp. 1,000.000.0630 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 4,725.000.0063 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 472.500.0025 Oh Mandor @ Rp. 90,000.00 = Rp. 225.00

Jumlah II Rp. 6,422.50Jumlah I + II Rp. 21,034.50

06 1 M2 Pengecatan Plafond ( 3x )Bahan 0.2000 Kg Cat tembok @ Rp. 24,500.00 = Rp. 4,900.00

0.1600 Kg Plamir tembok @ Rp. 19,700.00 = Rp. 3,152.000.0100 Bh Rol cat @ Rp. 30,500.00 = Rp. 305.001.0000 Ls Steger werk @ Rp. 3,000.00 = Rp. 3,000.000.5000 Lbr Ampelas @ Rp. 4,545.45 = Rp. 2,272.73

Jumlah I Rp. 13,629.73

Tenaga 0.2000 Oh Pekerja setengah trampil @ Rp. 50,000.00 = Rp. 10,000.000.3000 Oh Tukang cat setengah trampi@ Rp. 75,000.00 = Rp. 22,500.000.0300 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 2,250.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. 35,650.00Jumlah I + II Rp. 49,279.73

07Bahan 0.1000 Kg Meni Besi @ Rp. 28,600.00 = Rp. 2,860.00

0.0100 Bh Kuas @ Rp. 15,200.00 = Rp. 152.00Jumlah I Rp. 3,012.00

Tenaga 0.0200 Oh Pekerja @ Rp. 50,000.00 = Rp. 1,000.000.2000 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 15,000.000.0200 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,500.000.0100 Oh Mandor @ Rp. 90,000.00 = Rp. 900.00

Jumlah II Rp. 18,400.00Jumlah I + II Rp. 21,412.00

08Bahan 0.1000 Kg Meni Besi @ Rp. 28,600.00 = Rp. 2,860.00

0.0100 Bh Kuas @ Rp. 15,200.00 = Rp. 152.000.0020 Perancah Kayu @ Rp. ### = Rp. 9,943.60

Jumlah I Rp. 12,955.60

Tenaga 0.2500 Oh Pekerja @ Rp. 50,000.00 = Rp. 12,500.000.2250 Oh Tukang Cat @ Rp. 75,000.00 = Rp. 16,875.000.0225 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 1,687.500.0075 Oh Mandor @ Rp. 90,000.00 = Rp. 675.00

Jumlah II Rp. 31,737.50Jumlah I + II Rp. 44,693.10

1 M2 Pengecatan Bidang Kayu lama

1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 2 lapis cat penutup

1 M2 Pengecatan Bidang Kayu Baru (1 Lapis Plamir), 3 lapis cat penutup

1 M2 Pelaburan Bidang Kayu dengan Politur

1 M2 Pengecatan Tembok Baru (1 Lapis Plamir, 1 Lapis Cat Dasar, 3 Lapis cat penutup

1 M2 Pengecatan Permukaan Baja dengan Meni Besi

1 M2 Pengecatan Permukaan Baja dengan Meni Besi dan Perancah

M3

N. PEKERJAAN KUSEN ALUMUNIUM.

Sat Keteranga Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01 1 UNIT Pasang partisi Alumunium, Daun partisi Multiplek rangka kayu KamperBahan 7.6200 m' Kusen Alumunium Natural Uk 4" + upah 20%@ Rp. 132,600.00 = Rp.

0.0300 m3 Kayu papan kamper medan @ Rp. 5,719,350.00 = Rp.11.7000 m' List kayu profil 1 cm @ Rp. 8,400.00 = Rp.0.1000 kg Paku biasa ½" - 1" @ Rp. 22,732.00 = Rp.0.2500 kg Lem putih FOX @ Rp. 22,500.00 = Rp.4.0000 bh Grendel jendela 2" @ Rp. 12,650.00 = Rp.2.0000 bh Handle partisi @ Rp. 12,650.00 = Rp.1.5400 m2 Cat kayu @ Rp. 38,460.00 = Rp.4.8600 m2 Cat tembok @ Rp. 21,034.50 = Rp.

Jumlah I = Rp.

Tenaga 0.3000 Oh Pekerja Terampil @ Rp. 50,000.00 = Rp.1.3000 Oh Tukang kayu Terampil @ Rp. 75,000.00 = Rp.0.1300 Oh Kepla Tukang Kayu @ Rp. 75,000.00 = Rp.0.0130 Oh Mandor @ Rp. 90,000.00 = Rp.

Jumlah II = Rp.Jumlah I + II = Rp.

02 1 UNIT Pek. Kusen Jendela Alumunium uk. 2 X 1,50 M' ( 3 lubang ) dgn 2 Daun JendelaBahan 12.0000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

5.4000 m' Profil daun jendela alm. + upah 20% @ Rp. 111,600.00 = Rp.1.8100 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.2.0000 ps Engsel jendela 3" @ Rp. 19,700.00 = Rp.2.0000 bh Slot Handle jendela @ Rp. 10,920.00 = Rp.2.0000 bh Hak Kait angin jendela biasa @ Rp. 6,700.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 119,149.25 = Rp.

Jumlah I = Rp.

03 1 UNIT Pek. Kusen Pintu Jendela Alumunium uk. 2,2 X 2,70 M' ( 2 lb. Jendela + 1 lb. Pintu )Bahan 14.1000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

2.7000 m' Profil daun jendela alm. + upah 20% @ Rp. 111,600.00 = Rp.1.6500 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.1.6800 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing1.0000 ps Engsel jendela 3" @ Rp. 19,700.00 = Rp.1.0000 bh Slot Handle jendela @ Rp. 10,920.00 = Rp.2.0000 bh Hak Kait angin jendela biasa @ Rp. 6,700.00 = Rp.1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 bh Grendel pintu 2" @ Rp. 12,650.00 = Rp.1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 117,170.25 = Rp.

Jumlah I = Rp.

04 1 UNIT Pekerjaan Kusen Pintu Alumunium uk. 0,8 X 2,70 M' Bahan 7.0000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.3700 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.1.6800 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 bh Grendel pintu 2" @ Rp. 12,650.00 = Rp.1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 81,296.03 = Rp.

Jumlah I = Rp.

05 1 UNIT Pek. Kusen Jendela Alumunium uk. 2,65 X 1,50 M' ( 4 lubang ) dgn 2 Daun JendelaBahan 15.4500 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

5.4000 m' Profil daun jendela alm. + upah 20% @ Rp. 111,600.00 = Rp.2.5500 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.2.0000 ps Engsel jendela 3" @ Rp. 19,700.00 = Rp.2.0000 bh Slot Handle jendela @ Rp. 10,920.00 = Rp.2.0000 bh Hak Kait angin jendela biasa @ Rp. 6,700.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 145,889.25 = Rp.

Jumlah I = Rp.

06 1 UNIT Pek. Kusen Pintu & Jendela Alumunium uk. 2,85 X 2,70 M' ( 3 lb. Jendela + 1 lb. Pintu )Bahan 17.5500 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

5.4000 m' Profil daun jendela alm. + upah 20% @ Rp. 111,600.00 = Rp.2.4000 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.1.6800 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing2.0000 ps Engsel jendela 3" @ Rp. 19,700.00 = Rp.2.0000 bh Slot Handle jendela @ Rp. 10,920.00 = Rp.2.0000 bh Hak Kait angin jendela biasa @ Rp. 6,700.00 = Rp.1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 bh Grendel pintu 2" @ Rp. 12,650.00 = Rp.1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 159,028.50 = Rp.

Jumlah I = Rp.

07 1 UNIT Pek. Kusen Pintu Alumunium + Kaca uk. 1,30 X 2,80 M' ( 2 Daun Pintu )Bahan 8.9000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.6500 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.2.7300 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 ps spagnolet tanam @ Rp. 96,250.00 = Rp.

1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 115,951.52 = Rp.

Jumlah I = Rp.

08 1 UNIT Pek. Kusen Pintu Alumunium + Kaca uk. 1,50 X 2,70 M' ( 2 Daun Pintu )Bahan 8.8000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.7000 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.2.9400 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 ps spagnolet tanam @ Rp. 96,250.00 = Rp.1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 119,668.87 = Rp.

Jumlah I = Rp.

09 1 UNIT Pek. Kusen Pintu & Jendela Alumunium uk.1,55 X 2,70 M' ( 1 lb. Jendela + 1 lb. Pintu )Bahan 10.7500 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

1.0700 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.1.6800 m2 Daun pintu panel Multiplek 9 mm @ Rp. 392,295.05 = Rp.

rangka ky. Kamper Medan/Kruing1.5000 ps Engsel pintu 4" @ Rp. 18,800.00 = Rp.1.0000 ps spagnolet tanam @ Rp. 96,250.00 = Rp.1.0000 bh Kunci tanam 2 slaagh (Royal) @ Rp. 88,900.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 109,816.03 = Rp.

Jumlah I = Rp.

10 1 UNIT Pekerjaan Jalusi Alumunium Sofi-sofiBahan 5.1000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

8.0000 m2 Jalusi Alm @ Rp. 32,500.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 46,813.00 = Rp.

Jumlah I = Rp.

11 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 1 lubang ) uk. 0,70 x 0,60 mBahan 4.0000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.2400 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 27,774.00 = Rp.

Jumlah I = Rp.

12 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 2 lubang ) uk. 1,35 x 0,60 mBahan 4.5000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.4800 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 32,343.00 = Rp.

Jumlah I = Rp.

13 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 3 lubang ) uk. 2,00 x 0,60 mBahan 6.4000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.7200 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 46,194.00 = Rp.

Jumlah I = Rp.

14 1 UNIT Pek. Kusen Bouvenlight Alumunium ( 4 lubang ) uk. 2,65 x 0,60 mBahan 8.3000 m' Profil aluminium 4" natural + upah 20% @ Rp. 132,600.00 = Rp.

0.9600 m2 Kaca polos 5 mm @ Rp. 104,500.00 = Rp.0.0000 ls Acesories ( 5 % ) @ Rp. 60,045.00 = Rp.

Jumlah I = Rp.

Jumlah Harga

1,010,412.00171,580.5098,280.002,273.205,625.00

50,600.0025,300.0059,228.40

102,227.671,525,526.77

15,000.0097,500.009,750.001,170.00

123,420.001,648,946.77

1,591,200.00602,640.00189,145.0039,400.0021,840.0013,400.00

119,149.252,576,774.250

1,869,660.00301,320.00172,425.00659,055.68

19,700.0010,920.0013,400.0028,200.0012,650.0088,900.00

117,170.253,293,400.934

928,200.0038,665.00

659,055.68

28,200.0012,650.0088,900.0081,296.03

1,836,966.718

2,048,670.00602,640.00266,475.0039,400.0021,840.0013,400.00

145,889.253,138,314.250

2,327,130.00602,640.00250,800.00659,055.68

39,400.0021,840.0013,400.0028,200.0012,650.0088,900.00

159,028.504,203,044.184

1,180,140.0067,925.00

1,070,965.49

28,200.0096,250.00

88,900.00115,951.52

2,648,332.011

1,166,880.0073,150.00

1,153,347.45

28,200.0096,250.0088,900.00

119,668.872,726,396.319

1,425,450.00111,815.00659,055.68

28,200.0096,250.0088,900.00

109,816.032,519,486.718

676,260.00260,000.0046,813.00

983,073.000

530,400.0025,080.0027,774.00

583,254.000

596,700.0050,160.0032,343.00

679,203.000

848,640.0075,240.0046,194.00

970,074.000

1,100,580.00100,320.0060,045.00

1,260,945.000

O PEKERJAAN SANITASI.

Sat Keteran Vol Sat Kebutuhan Tenaga dan Bahan Harga Satuan Jumlah Harga

01 Pas.Kloset duduk / monoblokBahan 1.0000 bh Kloset duduk / monoblok @ Rp. 1,640,900.00 = Rp. 1,640,900.00

1.0000 Perlengkapan 6 % @ Rp. 98,454.00 = Rp. 98,454.00Jumlah I Rp. 1,739,354.00

Tenaga 3.3000 Oh Pekerja @ Rp. 50,000.00 = Rp. 165,000.00 1.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 82,500.00 0.0010 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 75.00 0.1600 Oh Mandor @ Rp. 90,000.00 = Rp. 14,400.00

Jumlah II Rp. 261,975.00Jumlah I + II Rp. 2,001,329.00

02 Pas. Kloset jongkok porselenBahan 1.0000 bh Kloset jongkok porselen @ Rp. 193,600.00 = Rp. 193,600.00

6.0000 Kg Semen portland @ Rp. 1,700.00 = Rp. 10,200.00 0.0100 m3 Pasir Pasang @ Rp. 350,000.00 = Rp. 3,500.00

Jumlah I Rp. 207,300.00

Tenaga 1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.00 1.5000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 112,500.00 0.1500 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 11,250.00 0.1600 Oh Mandor @ Rp. 90,000.00 = Rp. 14,400.00

Jumlah II Rp. 188,150.00Jumlah I + II Rp. 395,450.00

03 Pas. UrinoirBahan 1.0000 bh Urinoir @ Rp. 1,640,900.00 = Rp. 1,640,900.00

1.0000 Perlengkapan 30 % @ Rp. 492,270.00 = Rp. 492,270.00 6.0000 kg Semen portland @ Rp. 1,700.00 = Rp. 10,200.00 0.0100 m3 Pasir Pasang @ Rp. 350,000.00 3,500.00

Jumlah I Rp. 2,146,870.00

Tenaga 1.0000 Oh Pekerja @ Rp. 50,000.00 = Rp. 50,000.00 1.0000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 75,000.00 0.1000 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 7,500.00 0.1000 Oh Mandor @ Rp. 90,000.00 = Rp. 9,000.00

Jumlah II Rp. 141,500.00Jumlah I + II Rp. 2,288,370.00

04 Pas. Wastaffel.Bahan 1.0000 bh Wastafel Lengkap INA @ Rp. 659,100.00 = Rp. 659,100.00

1.0000 Perlengkapan 12 % @ Rp. 79,092.00 = Rp. 79,092.00 6.0000 kg Semen portland @ Rp. 1,700.00 = Rp. 10,200.00 0.0100 m3 Pasir Pasang @ Rp. 350,000.00 3,500.00

Jumlah I Rp. 751,892.00

Tenaga 1.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. 60,000.00 1.4500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 108,750.00 0.1500 Oh Kepala Tukang @ Rp. 75,000.00 = Rp. 11,250.00 0.1000 Oh Mandor @ Rp. 90,000.00 = Rp. 9,000.00

Jumlah II Rp. 189,000.00Jumlah I + II Rp. 940,892.00

05 Pas. Bak mandi fibreglassBahan 1.0000 bh Bak KM Fiber 60 x 60 @ Rp. 240,400.00 = Rp. 240,400.00

1.0000 Perlengkapan 18 % @ Rp. 43,272.00 = Rp. 43,272.00Jumlah I Rp. 283,672.00

Tenaga 0.9000 Oh Pembantu Tukang @ Rp. 50,000.00 = Rp. 45,000.00 1.3500 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 101,250.00 0.2700 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 20,250.00 0.0550 Oh Mandor @ Rp. 90,000.00 = Rp. 4,950.00

Jumlah II Rp. 171,450.00Jumlah I + II Rp. 455,122.00

06 1 Buah memasang bak kontol Pas.Bata merah,(30 X 30 ) Cm tinggi : 35 CMBahan 0.1450 M3 Batu bata @ Rp. 21,150.00 = Rp. 3,066.75

44.0000 Kg Semen portland @ Rp. 1,700.00 = Rp. 74,800.00 0.0700 M3 Pasir Pasang @ Rp. 350,000.00 = Rp. 24,500.00 0.0700 M3 Batu Kerikil @ Rp. 162,500.00 = Rp. 11,375.00 1.6000 Kg Besi Beton @ Rp. 15,500.00 = Rp. 24,800.00 0.0600 M3 Pasir Beton @ Rp. 400,000.00 = Rp. 24,000.00

Jumlah I Rp. 162,541.75

Tenaga 3.2000 Oh Pekerja @ Rp. 50,000.00 = Rp. 160,000.00 1.0150 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 76,125.00 0.0015 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 112.50 0.0160 Oh Mandor @ Rp. 90,000.00 = Rp. 1,440.00

Jumlah II Rp. 237,677.50Jumlah I + II Rp. 400,219.25

07 1 M' MEMASANG PIPA PVC TIPE AW 4"Bahan 1.2000 M' Pipa PVC 4" @ Rp. 40,300.00 = Rp. 48,360.00

1.0000 Kg Perlengkapan 35 % @ Rp. 14,105.00 = Rp. 14,105.00Jumlah I Rp. 62,465.00

Tenaga 0.0360 Oh Pekerja @ Rp. 50,000.00 = Rp. 1,800.00 0.0600 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 4,500.00 0.0060 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 450.00 0.0018 Oh Mandor @ Rp. 90,000.00 = Rp. 162.00

Jumlah II Rp. 6,912.00Jumlah I + II Rp. 69,377.00

08 1 Unit Memasang Kran AirBahan 1.2000 M3 Kran Stainless Lokal Kait @ Rp. 43,400.00 = Rp. 52,080.00

1.0000 Kg Perlengkapan 35 % @ Rp. 15,190.00 = Rp. 15,190.00Jumlah I Rp. 67,270.00

Tenaga 0.0810 Oh Pekerja @ Rp. 50,000.00 = Rp. 4,050.00 0.1350 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 10,125.00 0.0135 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 1,012.50 0.0041 Oh Mandor @ Rp. 90,000.00 = Rp. 369.00

Jumlah II Rp. 15,556.50Jumlah I + II Rp. 82,826.50

09 1 Unit Memasang Flour DrainBahan 1.0000 M3 Floor drain @ Rp. 60,800.00 = Rp. 60,800.00

Jumlah I Rp. 60,800.00

Tenaga 0.0100 Oh Pekerja @ Rp. 50,000.00 = Rp. 500.00 0.1000 Oh Tukang Batu @ Rp. 75,000.00 = Rp. 7,500.00 0.0100 Oh Kepala tukang @ Rp. 75,000.00 = Rp. 750.00 0.0050 Oh Mandor @ Rp. 90,000.00 = Rp. 450.00

Jumlah II Rp. 9,200.00Jumlah I + II Rp. 70,000.00

10 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA Bahan 4.5000 M3 Galian Tanah @ Rp. 30,980.00 = Rp. 139,410.00

0.2142 M3 Pasir Urug @ Rp. 165,100.00 = Rp. 35,364.42 2.2500 M2 Lantai Kerja @ Rp. 1,142,720.00 = Rp. 2,571,120.00

### M2 Pas. Bata 1 PC : 2 PS @ Rp. 113,029.00 = Rp. 1,695,435.00### M2 Plesteran @ Rp. 39,115.00 = Rp. 586,725.00

0.3000 M3 Plat beton penutup dan balo@ Rp. 1,328,860.00 = Rp. 398,658.00 5.4000 M' Pipa PVC 4" jenis AW + samb@ Rp. 40,300.00 = Rp. 217,620.00 1.2000 M' Pipa GIP 1 1/2" @ Rp. 9,881.67 = Rp. 11,858.00 3.3750 M3 Galian tanah untuk rembesan@ Rp. 23,600.00 = Rp. 79,650.00 5.4000 M2 Pas. Ijuk @ Rp. 29,610.00 = Rp. 159,894.00 1.0500 M3 Urugan Kerikil 3,5 cm @ Rp. 244,670.00 = Rp. 256,903.50 9.0000 M' Pipa PVC 4" berlobang jenis@ Rp. 40,300.00 = Rp. 362,700.00 1.1250 M3 Urugan Kembali Perataan Tan@ Rp. 11,310.00 = Rp. 12,723.75 0.6000 Is Tambahan Upah @ Rp. 390,920.28 = Rp. 390,920.28

Jumlah I Rp. 6,918,981.95Dibulatkan Rp. 6,918,980.00

DAFTAR HARGA SATUAN UPAH

NO URAIAN SATUAN HARGA SATUAN

1 Pekerja org/Hari/8 jam Rp 50,000

2 Pekerja Setengah Terampil org/Hari/8 jam Rp 50,000

3 Pekerja Terampil org/Hari/8 jam Rp 65,000

4 Tukang Gali org/Hari/8 jam Rp 65,000

5 Tukang Las org/Hari/8 jam Rp 75,000

6 Tukang Batu Setengah Terampil org/Hari/8 jam Rp 75,000

7 Tukang Batu Terampil org/Hari/8 jam Rp 75,000

8 Kepala Tukang Batu org/Hari/8 jam Rp 75,000

9 Tukang Kayu Setengah Terampil org/Hari/8 jam Rp 75,000

10 Tukang Kayu Terampil org/Hari/8 jam Rp 75,000

11 Kepala Tukang Kayu org/Hari/8 jam Rp 75,000

12 Tukang Cat/Pelitur Setengah Terampil org/Hari/8 jam Rp 75,000

13 Tukang Cat/Pelitur Terampil org/Hari/8 jam Rp 75,000

14 Kepala Tukang Cat/Pelitur org/Hari/8 jam Rp 75,000

15 Tukang Besi Beton Setengah Terampil org/Hari/8 jam Rp 75,000

16 Tukang Besi Beton Terampil org/Hari/8 jam Rp 75,000

17 KepalaTukang Besi Beton org/Hari/8 jam Rp 75,000

18 Tukang Besi Profil Setengah Terampil org/Hari/8 jam Rp 75,000

19 Tukang Besi Profil Terampil org/Hari/8 jam Rp 75,000

20 Kepala Tukang Besi Profil org/Hari/8 jam Rp 75,000

21 Kepala Tukang org/Hari/8 jam Rp 75,000

22 Mandor org/Hari/8 jam Rp 90,000

23 Operator Alat Besar org/Hari/8 jam Rp 55,000

24 Pembantu Operator org/Hari/8 jam Rp 47,000

25 Supir Truk org/Hari/8 jam Rp 55,000

26 Kenek Truk org/Hari/8 jam Rp 47,000

27 Penjaga Malam org/Hari/8 jam Rp 43,000

DAFTAR HARGA SATUAN BAHAN / MATERIAL

A. AGREGAT KASAR,BAHAN PEREKAT & BAHAN JADINYA SATUAN HARGA 1 Pasir Urug m3 Rp 165,100 2 Sirtu m3 Rp 191,600 3 Pasir Teras m3 Rp 164,000 4 Pasir Pasang Kali m3 Rp 350,000 5 Pasir Beton m3 Rp 400,000 6 Batu Pecah Mesin 1/2 m3 Rp 450,000 7 Batu Pecah Mesin 2/3 m3 Rp 398,500 8 Batu Pecah Mesin 3/5 m3 Rp 174,000 9 Batu Pecah Mesin 5/7 m3 Rp 172,950 10 Batu Belah Pondasi m3 Rp 186,800 11 Batu Koral Beton Kali m3 Rp 162,500 12 Batu Tempel Hitam m3 Rp 91,000 13 Bata Merah Bakar kelas I bh Rp 700 14 Bata Merah Bakar kelas II bh Rp 600 15 Semen PC /50 kg Kg Rp 1,700 16 Semen Putih zak Rp 87,300 17 Semen Warna kg Rp 14,900 B LABURAN,PENGISI DAN ALATNYA1 Plamir Tembok kg Rp 19,700 2 Cat Tembok Vinilex kg Rp 20,800 3 Cat Tembok Sanlek kg Rp 15,600 4 Cat Dasar kg Rp 24,500 5 Cat Tahan Asam lt Rp 24,500 6 Water Profing Emulsion ml Rp 51,800 7 Water Profing Membrance bh Rp 59,200 8 Rool Cat Tembok bh Rp 30,500 9 Kape Tembok bh Rp 8,000 10 Kape Kayu 5 lt Rp 7,500 11 Kwas 3" kg Rp 15,200 12 Kumpon zak Rp 29,000 13 Ampelas lmbr Rp 4,700 14 Meni Kayu / Besi kg Rp 28,600 15 Cat Kayu Sieve lt Rp 39,200 16 Cat Besi lt Rp 41,400 17 Karet lis bh Rp 3,100 18 Minyak cat kg Rp 32,700 19 Rapidran Gln Rp 14,100 20 Steger werk Ls Rp 3,000 21 Residu lt Rp 7,600 C BAHAN KAYU BERIKUT BAHAN JADINYA1 Bambu 5 s.d 7 bt Rp 16,700 2 Bambu 7 s.d 10 bt Rp 24,045 3 Kayu Balok Borneo Super m3 Rp 4,971,800 4 Kayu Papan Borneo Super m3 Rp 5,269,100 5 Kayu Balok Kamper Medan (Kruing ) m3 Rp 5,427,450 6 Kayu Papan Kamper Medan (Kruing ) m3 Rp 5,719,350 7 Kayu Balok Albasia m3 Rp 1,761,300 8 Kayu Papan Albasia m3 Rp 1,950,800 9 Kayu / Papan Terentang m3 Rp 2,407,800 10 Dolken 5 s/d 7 bt Rp 21,300 11 Dolken 7 s/d 10 bt Rp 26,400 12 List Profil Kamper 1 cm m1 Rp 8,400 13 List Profil Kamper 2 cm m1 Rp 9,975 14 List Profil Kamper 4 cm m1 Rp 13,400 15 List Profil Kamper 5 cm m1 Rp 16,200 16 List Profil Kamper 10 cm m1 Rp 27,700 17 Kayu Kaso 4/6 m3 Rp 2,520,000 18 Kayu Kaso 5/7 m3 Rp 2,919,000 19 Kayu Reng 2/3 Borneo Super m1 Rp 2,400 20 Kayu Reng 2/3 Kamper Banjar m1 Rp 3,100 21 Kayu Reng 3/4 Kamper Banjar m1 Rp 3,800 22 Tali Ijuk kg Rp 22,000 23 lapisan Ijuk m2 Rp 17,300 24 Venetion Blind m2 Rp 467,200 25 Vertikal Blind m2 Rp 330,700

D BAHAN PENUTUP RANGKA PLAFOND1 Bahan plafond Enternit 4 mm m2 Rp 16,300 2 Bahan plafond hardpleks 5 mm 120 x 240 lbr Rp 55,900 3 Bahan plafond Asbes Semen 5 mm m2 Rp 18,650 4 Gypsum 120 x 240 t= 9 mm ex DN lbr Rp 75,100 5 Gypsum 120 x 240 t= 9 mm ex Luar lbr Rp 78,900 6 GRC board ( 120 x 240 x 4 ) mm lbr Rp 61,800 7 Kalsiplank uk. 3000x300x9 mm lbr Rp 65,800 8 Acustik Amstrong 60 x 120 lbr Rp 119,000 9 Cotton Plester bh Rp 10,100 E BAHAN KAYU LAPIS 1 Triplek 3 mm 120 x 240 lbr Rp 54,800 2 Triplek 4 mm 120 x 240 lbr Rp 65,100 3 Triplek 4 mm ukuran Pintu lbr Rp 52,900 4 MultiPlek 9 mm 120 x 240 lbr Rp 142,300 5 MultiPlek 12 mm 120 x 240 lbr Rp 183,600 F BAHAN LANTAI DAN PELAPIS DINDING1 Keramik 20 x 20 (KM) KW I DN Corak/Warna /Anti Slip Mulia m2 Rp 60,600 2 Keramik 20 x 20 (KM) KW I DN Putih Polos Mulia m2 Rp 47,200 3 Keramik 20 x 25 Dinding KM KW I DN Corak Mulia m2 Rp 49,800 4 Keramik 30 x 30 KWI DN Putih Polos Mulia m2 Rp 46,300 5 Keramik 30 x 30 KWI DN Warna/Corak (ANTI SLIP) Mulia m2 Rp 54,600 6 Keramik 20 x 20 (KM) KW I DN Corak/Warna/Anti Slip Roman m2 Rp 72,700 7 Keramik 20 x 20 (KM) KW I DN Putih Polos Roman m2 Rp 68,600 8 Keramik 20 x 25 Dinding KM KW I DN Corak Roman m2 Rp 71,600 9 Keramik 30 x 30 KW I DN Polos Roman m2 Rp 64,900 10 Keramik 30 x 30 KW I DN Warna/Corak (ANTI SLIP) Roman m2 Rp 72,100 11 Batu Tempel Hitam m2 Rp 90,900 12 Bata Karawang bh Rp 500 13 Campuran untuk Kedap Air ( AM ) ltr Rp 35,400 G BAHAN SALURAN AIR KOTOR / BERSIH1 Grafel U 20 cm' m1 Rp 41,700 2 Grafel U 30 cm' m1 Rp 53,100 3 Grafel U 40 cm' m1 Rp 69,900 4 Buis Beton 20 cm ( 1 M' ) m1 Rp 46,300 5 Buis Beton 30 cm ( 1 M' ) m1 Rp 58,100 6 Buis Beton 40 cm ( 1 M' ) m1 Rp 76,200 7 BuisTanah 20 cm ( 0.50 M' ) stk Rp 15,800 8 BuisTanah 25 cm ( 0.50 M' ) stk Rp 21,500 9 Injuk kg Rp 16,400 H BAHAN LOGAM DAN BAHAN JADINYA1 Besi Beton U-24 Rata-rata kg Rp 15,500 2 Besi Beton U-39 / U-32 Rata-rata kg Rp 19,500 3 Pagar BRC lengkap tiang ( Tanpa Pondasi ) m2 Rp 161,300 4 Bondek m2 Rp 174,200 5 Besi WF Ex DN SII kg Rp 22,600 6 Besi WF Ex Jepang kg Rp 22,500 7 Besi Profil DN SII kg Rp 17,200 8 Besi Profil Ex LN kg Rp 20,400 9 Besi C Lip Chanel kg Rp 18,100 10 Ongkos Galfanis Besi kg Rp 10,000 11 Kawat Beton kg Rp 26,100 12 Kawat Duri kg Rp 55,200 13 Kawat Pengikat m1 Rp 1,000 14 Kawat Kasa 1 x 1 ( Putih ) m2 Rp 30,300 15 Wiremesh M8 m2 Rp 45,200 16 Wiremesh M6 m2 Rp 36,400 17 Plat Strip bt Rp 17,100 18 Besi Strip kg Rp 25,300 19 Kusen Alumunium Natural 1.3 mm t= 103 mm ( 4 " ) m1 Rp 110,500 20 Kusen Alumunium Warna 1.3 mm t= 103 mm ( 4 " ) m1 Rp 122,400 21 Daun Jendela Alumunium Natural ( tanpa kaca dan accessori m2 Rp 93,000 22 Daun Jendela Alumunium Warna ( tanpa kaca dan accessories ) m2 Rp 140,100 23 Daun Pintu Alumunium Natural ( tanpa kaca dan accessories ) m2 Rp 199,400 24 Daun Pintu Alumunium Warna ( tanpa kaca dan accessories ) m2 Rp 195,400 25 Handle Alumunium ( Tarikan Pintu Alumunium ) bh Rp 325,000 26 Kait Angin Alumunium ps Rp 98,400 27 Karet Asisoris Kusen / Pintu Alumunium m1 Rp 7,100 28 Jalusi Alumunium m1 Rp 32,500 29 Sunscreen Almunium m2 Rp 358,000 30 Seng Plat BJLS 30 dia. 60 cm ( 100 m1 ) roll Rp 1,375,200 31 Seng Plat BJLS 30 dia. 90 cm ( 100 m1 ) roll Rp 1,958,700 32 Lem Kuning ( Aibond ) kg Rp 33,700 33 Lem Fox kg Rp 22,500 34 Lem Vinyl kg Rp 41,400 35 Besi Strip Kaca Nako kg Rp 10,300 36 Profil alumunium "T" m1 Rp 11,500

37 Besi Hallow ( 2 x 4 x 4 cm ) btg Rp 22,100 38 Besi Hallow ( 4 x 4 cm ) btg Rp 27,500

I BAHAN KACA1 Kaca Polos 5 mm ( ASAHI ) m2 Rp 104,500 2 Kaca Polos 8 mm ( ASAHI ) m2 Rp 172,400 3 Kaca Rayband 5 mm ( ASAHI ) m2 Rp 135,000 4 Kaca Rayband 8 mm ( ASAHI ) m2 Rp 295,000 5 Kaca Rayband 12 mm ( ASAHI ) m2 Rp 565,400 6 Kaca cermin 5 mm m2 Rp 141,700 7 Kaca cermin 6 mm m2 Rp 175,500 8 Glass Block DN 20 x 20 ( Kedawung ) bh Rp 20,700 9 Glass Block DN 20 x 20 Ex LN bh Rp 115,300 10 Sealant kg Rp 199,500 J BAHAN PAKU DAN MUR BAUT1 Paku 1 cm s/d 3 cm kg Rp 22,732 2 Paku 4 cm s/d 7 cm kg Rp 19,425 3 Paku 8 cm s/d 12 cm kg Rp 19,425 4 Paku Beton 2 cm s/d 5 cm bh Rp 1,500 5 Paku Kait Lengkap bh Rp 800 6 Paku Cacing kg Rp 53,700 7 Besi Beugel Kuda - Kuda kg Rp 20,400 8 Duk Angker bh Rp 7,100 9 Angker Mur Baut dia. 19 / Panjang 60 cm bh Rp 67,600 10 Mur Baut HTB dia. 19 s/d 16 ( 5 cm ) bh Rp 15,000 11 Mur Baut Biasa dia. 19 s/d 16 ( 5 cm ) bh Rp 8,800 12 Piser dia.12 s/d 20 cm bh Rp 5,000 13 Paku skrup 3" bh Rp 750 14 Ramset / Dinabolt bh Rp 6,800 15 Baut Besar bh Rp 550 16 Baut Kecil bh Rp 250 K BAHAN PERPIPAAN1 Pipa PVC RUCIKA type AW 4" bt Rp 316,600 2 Pipa PVC RUCIKA type AW 6" bt Rp 578,700 3 Pipa PVC RUCIKA type AW 8" bt Rp 738,500 4 Pipa PVC MASPION ABU ( AW ) 1/2" bt Rp 20,130 5 Pipa PVC MASPION ABU ( AW ) 3/4" bt Rp 26,200 6 Pipa PVC MASPION ABU ( AW ) 1" bt Rp 37,400 7 Pipa PVC MASPION ABU ( AW ) 1 1/4" bt Rp 55,100 8 Pipa PVC MASPION ABU ( AW ) 1 1/2" bt Rp 59,290 9 Pipa PVC MASPION ABU ( AW ) 2" bt Rp 74,580 10 Pipa PVC MASPION ABU ( AW ) 2 1/2" bt Rp 119,000 11 Pipa PVC MASPION ABU ( AW ) 3" bt Rp 137,200 12 Pipa PVC MASPION ABU ( AW ) 4" bt Rp 241,800 13 Lem Paralon tb Rp 9,500 14 Solatip Ledeng gl Rp 4,000 15 Pipa PVC 4" Berlobang Jenis AW m1 Rp 34,500 L BAHAN SANITAIR1 Double Neple 1/2" bh Rp 30,500 2 Water Mur 1/2" bh Rp 37,900 3 Gate walve 1/2" bh Rp 52,300 4 Saringan Air Lt. KM Stainless Steel bh Rp 60,800 5 Kran Stainless Lokal Kait bh Rp 43,400 6 Kran Tembok ITAP dia. 1/2" bh Rp 38,500 7 Kran Bebek Sun Eui 1/2" bh Rp 136,100 8 Kran Bebek ITAP 1/2" bh Rp 48,500 9 Wastafel Lengkap TOTO LW 230 unit Rp 945,600 10 Wastafel Lengkap INA unit Rp 659,100 11 Closet Jongkok Poslin Warna TOTO unit Rp 193,600 12 Closet Jongkok Standard Putih Poslin TOTO unit Rp 177,200 13 Closet Duduk Warna Standard TOTO C 240 Lengkap unit Rp 1,600,000 14 Wastafel Bulat Warna Standard Lengkap unit Rp 857,700 15 Closet Duduk Warna Standard INA Lengkap bh Rp 1,197,800 16 Urinoir Lengkap TOTO Warna Standard Lengkap unit Rp 1,640,900 17 Penyekat Poslin Urinoar TOTO lbr Rp 466,900 18 Bak Mandi Fiber 0,3 M3 bh Rp 251,800

M BAHAN PENUTUP ATAP1 Atap Asbes Gel. Besar 80 x 180 x 5 mm lbr Rp 104,600 2 Alumunium Foile m2 Rp 18,500 3 Atap Genteng Plentong pres Bakar KW I bh Rp 1,800 4 Atap Genteng Plentong pres Molen Oven KW I bh Rp 2,600 5 Genteng Keramik Natural Intan 14.5 / m2 m2 Rp 105,800 6 Genteng Keramik Glasur Standard 14.5 /m2 m2 Rp 133,900 7 Genteng Keramik Glasur Special 14.5 /m2 m2 Rp 131,100 8 Genteng Keramik Glasur Premium 14.5 /m2 m2 Rp 136,700 9 Genteng Murando Natural 1m2 = 20 bh bh Rp 5,000 10 Genteng Murando Glasur 1m2 = 20 bh bh Rp 6,000 11 Bubung Murando Natural bh Rp 10,000 12 Bubung Murando Glasur bh Rp 9,600 13 Bubungan Genteng Keramik bh Rp 9,400 14 Bubungan Genteng Plentong bh Rp 5,700 15 Trusses ZAM-75 t=0.8 Rangka Utama m1 Rp 34,100 16 Trusses ZAM-75 t=0.5 Rangka Utama m1 Rp 21,800 17 Reng 16-DB Roof Battens t=0.48 mm m1 Rp 10,900 18 Foot Plate t= 1.22 mm m1 Rp 6,800 19 PLD - Diafragma Plate bh Rp 2,000 20 WIND Bracing m1 Rp 1,600 21 Tensioner ( Pengaku Tali angin ) bh Rp 6,800 N BAHAN ELEKTRIKAL1 Kabel NYA 1 x 1.5 Prima ( 1 rol = 50 m' ) ROLL Rp 96,700 2 Kabel NYA 1 x 2.5 Prima ( 1 rol = 50 m' ) ROLL Rp 142,900 3 Kabel NYM 2 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 6,200 4 Kabel NYM 3 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 7,200 5 Kabel NYM 2 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 4,600 6 Kabel NYM 3 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 10,300 7 MCB 1 PAS bh Rp 51,900 8 MCB 3 PAS bh Rp 99,800 9 Tahanan 50 A Merk Fuji bh Rp 490,700 10 Saklar Broko Tunggal Standard ( 1 Phase ) bh Rp 23,900 11 Saklar Broko Seri Standard ( 1 Phase ) bh Rp 24,800 12 Stop Kontak Broko Standard ( 1 Phase ) bh Rp 22,400 13 Stop Kontak Broko 3 Phase (Out Bow) bh Rp 82,500 14 Stop Kontak Broko 3 Phase ( In Bow) bh Rp 136,500 15 Stop Kontak Handle 3 Phase bh Rp 82,700 16 Instalas Titik Lampu / Stop Kontak (Upah dan Alat) ttk Rp 169,200 17 Lampu pijar 25 Watt s/d 100 Watt bh Rp 57,600 18 Down Light + SL 25 W bh Rp 289,000 19 Lampu SL Philip 18 W bh Rp 35,000 20 Lampu Sirkel TL 20 W Lengkap bh Rp 63,900 21 Lampu Neon Arcrilik 2 x 40 W Lengkap bh Rp 694,900 22 Jarum Penangkal Petir 16 bh Rp 95,600 23 Kawat BC ( Tembaga ) kg Rp 61,300 24 Pentanahan Penangkal Petir ttk Rp 399,000 25 Pentanahan Panel ttk Rp 278,800

O BAHAN ALAT PENGANTUNG DAN KUNCI1 Kunci 2 Slaag ROYAL bh Rp 119,100 2 Kunci 2 Slaag Ancor Asli bh Rp 155,700 3 Kunci 2 Slaag ISO bh Rp 195,200 4 Kunci 2 Slaag Kuda Terbang bh Rp 88,900 5 Espangolet ps Rp 96,250 6 Grendel 15 cm bh Rp 46,800 7 Grendel 5 cm bh Rp 12,650 8 Hak Angin Kait Jendela Biasa ps Rp 6,700 9 Hak Angin Jendela Antik ps Rp 27,300 10 Hak Angin Sendok Stainless / Kuningan bh Rp 30,300 11 Sloot Pintu Berikut Rantai bh Rp 29,700 12 Sloot Jendela Tunggal bh Rp 10,920 13 Engsel Pintu Unilon Standard ps Rp 18,800 14 Engsel Jendela Unilon ps Rp 19,700 15 Engsel Patrun ps Rp 10,000 16 Engsel Harmonika m1 Rp 17,500 17 Seng BJLS 30 Lebar 60 cm ( 1 rol 50 m' ) m1 Rp 41,000 18 Seng BJLS 30 Lebar 90 cm ( 1 rol 50 m' ) m1 Rp 50,400 19 Seng BJLS 30 / 3 x 0.3 mm lbr Rp 81,800 20 Seng Plat lbr Rp 47,200 21 Waterstop Lebar 200 mm m1 Rp 54,600 P BAHAN PENAMPUNG AIR1 Tangki Air Fiber Glass 0.5 m3 ( Excel ) bh Rp 4,819,800 2 Tangki Air Fiber Glass 1 m3 ( Excel ) bh Rp 1,239,500 3 Tangki Air Fiber Glass 2 m3 ( Excel ) bh Rp 1,840,100 4 Bak KM Fiber 60 x 60 bh Rp 240,400 5 Bak Taraso WC 40 x 40 bh Rp 111,600 6 Bak KM Taraso 60 x 60 bh Rp 151,700 Q BAHAN BAKAR DAN PELUMAS1 Minyak Tanah lt Rp 17,000 2 Elpiji / botol 15 kg Rp 98,500 3 Asitilin / Botol 15.1 kg btl Rp 83,700 4 Angin ( O2 ) / botol btl Rp 62,500 5 Karbit kg Rp 18,300 6 Minyak Bekisting ltr Rp 38,100 7 Rapidrant Gln Rp 14,800 8 Soda Api kg Rp 33,600 R BAHAN PAGAR1 Panel Beton Pracetak lbr Rp 123,200 2 Kolom Beton Pracetak btg Rp 241,200

Analisa Harga Satuan

Pekerjaan Sanitasi - 86

N. ANALISA HARGA SATUAN PEKERJAAN SANITASI

No. URAIAN SATUAN VOLUME HARGA SATUAN JUMLAH ( RP )N-01 1 BUAH MEMASANG KLOSET DUDUK/MONOBLOK

- Kloset duduk/monoblok Bh 1.0000 1,546,650.00 1,546,650.00 - Perlengkapan 6 % 92,799.00 92,799.00 - Pekerja Oh 3.3000 33,000.00 108,900.00 - Tukang Batu Oh 1.1000 48,000.00 52,800.00 - Kepala tukang Oh 0.0010 54,000.00 54.00 - Mandor Oh 0.1600 60,000.00 9,600.00

Jumlah 1,810,803.00 Dibulatkan 1,810,800.00

N-02 1 BUAH MEMASANG KLOSET JONGKOK PORSELEN- Kloset jongkok porselen Bh 1.0000 184,400.00 184,400.00 - Semen portland Kg 6.0000 1,302.00 7,812.00 - Pasir Pasang M3 0.0100 197,000.00 1,970.00 - Pekerja Oh 1.0000 33,000.00 33,000.00 - Tukang Batu Oh 1.5000 48,000.00 72,000.00 - Kepala tukang Oh 0.1500 54,000.00 8,100.00 - Mandor Oh 0.1600 60,000.00 9,600.00

Jumlah 316,882.00 Dibulatkan 316,880.00

N-03 1 BUAH MEMASANG URINOIR- Urinoir Bh 1.0000 1,590,350.00 1,590,350.00 - Perlengkapan 30 % 477,105.00 477,105.00 - Semen portland Kg 6.0000 1,302.00 7,812.00 - Pasir Pasang M3 0.0100 197,000.00 1,970.00 - Pekerja Oh 1.0000 33,000.00 33,000.00 - Tukang cat Oh 1.0000 48,000.00 48,000.00 - Kepala tukang Oh 0.1000 54,000.00 5,400.00 - Mandor Oh 0.1000 60,000.00 6,000.00

Jumlah 2,169,637.00 Dibulatkan 2,169,630.00

N-04 1 BUAH MEMASANG WASTAFEL- Wastafel Bh 1.0000 816,850.00 816,850.00 - Perlengkapan 12 % 98,022.00 98,022.00 - Semen portland Kg 6.0000 1,302.00 7,812.00 - Pasir Pasang M3 0.0100 197,000.00 1,970.00 - Pekerja Oh 1.2000 33,000.00 39,600.00 - Tukang Batu Oh 1.4500 48,000.00 69,600.00 - Kepala tukang Oh 0.1500 54,000.00 8,100.00 - Mandor Oh 0.1000 60,000.00 6,000.00

Jumlah 1,047,954.00 Dibulatkan 1,047,950.00

N-05 1 BUAH MEMASANG BAK MANDI FIBREGLASS VOLUME 0,30 M3- Bak fibreglass Bh 1.0000 228,950.00 228,950.00 - Perlengkapan 18 % 41,211.00 41,211.00 - Pembantu Tukang Oh 0.9000 33,000.00 29,700.00 - Tukang Batu Oh 1.3500 48,000.00 64,800.00 - Kepala tukang Oh 0.2700 54,000.00 14,580.00 - Mandor Oh 0.0550 60,000.00 3,300.00

Jumlah 382,541.00 Dibulatkan 382,540.00

N-06 1 BUAH MEMASANG BAK KONTROL PASANGAN BATU BATA (30 X 30 ) CM, TINGGI 35 CM- Batu bata M3 0.1450 21,150.00 3,066.75 - Semen portland Kg 44.0000 1,302.00 57,288.00 - Pasir Pasang M3 0.0700 197,000.00 13,790.00 - Batu Kerikil M3 0.0700 154,850.00 10,839.50 - Besi Beton Kg 1.6000 15,600.00 24,960.00 - Pasir Beton M3 0.0600 208,700.00 12,522.00 - Pekerja Oh 3.2000 33,000.00 105,600.00 - Tukang Batu Oh 1.0150 48,000.00 48,720.00 - Kepala tukang Oh 0.0015 54,000.00 81.00 - Mandor Oh 0.0160 60,000.00 960.00

Jumlah 277,827.25 Dibulatkan 277,820.00

N-07 1 M' MEMASANG PIPA GALVANIS DIAMETER 1/2"- Pipa galvanis M' 1.2000 19,360.00 23,232.00 - Perlengkapan 35 % 1.0000 6,776.00 6,776.00 - Pekerja Oh 0.0540 33,000.00 1,782.00 - Tukang Batu Oh 0.0900 48,000.00 4,320.00 - Kepala tukang Oh 0.0090 54,000.00 486.00 - Mandor Oh 0.0270 60,000.00 1,620.00

Jumlah 38,216.00 Dibulatkan 38,210.00

Analisa Harga Satuan

Pekerjaan Sanitasi - 87

N. ANALISA HARGA SATUAN PEKERJAAN SANITASI

No. URAIAN SATUAN VOLUME HARGA SATUAN JUMLAH ( RP )N-08 1 M' MEMASANG PIPA GALVANIS DIAMETER 3/4"

- Pipa galvanis M' 1.2000 29,590.00 35,508.00 - Perlengkapan 35 % 1.0000 10,356.50 10,356.50 - Pekerja Oh 0.0540 33,000.00 1,782.00 - Tukang Batu Oh 0.0900 48,000.00 4,320.00 - Kepala tukang Oh 0.0090 54,000.00 486.00 - Mandor Oh 0.0270 60,000.00 1,620.00

Jumlah 54,072.50 Dibulatkan 54,070.00

N-09 1 M' MEMASANG PIPA GALVANIS DIAMETER 1"- Pipa galvanis M' 1.2000 40,810.00 48,972.00 - Perlengkapan 35 % 1.0000 14,283.50 14,283.50 - Pekerja Oh 0.0540 33,000.00 1,782.00 - Tukang Batu Oh 0.0900 48,000.00 4,320.00 - Kepala tukang Oh 0.0090 54,000.00 486.00 - Mandor Oh 0.0270 60,000.00 1,620.00

Jumlah 71,463.50 Dibulatkan 71,460.00

N-10 1 M' MEMASANG PIPA GALVANIS DIAMETER 11/2"- Pipa galvanis M' 1.2000 27,940.00 33,528.00 - Perlengkapan 35 % 1.0000 9,779.00 9,779.00 - Pekerja Oh 0.1080 33,000.00 3,564.00 - Tukang Batu Oh 0.1800 48,000.00 8,640.00 - Kepala tukang Oh 0.0180 54,000.00 972.00 - Mandor Oh 0.0054 60,000.00 324.00

Jumlah 56,807.00 Dibulatkan 56,800.00

N-11 1 M' MEMASANG PIPA GALVANIS DIAMETER 3"- Pipa galvanis M' 1.2000 145,200.00 174,240.00 - Perlengkapan 35 % 1.0000 50,820.00 50,820.00 - Pekerja Oh 0.1080 33,000.00 3,564.00 - Tukang Batu Oh 0.1800 48,000.00 8,640.00 - Kepala tukang Oh 0.0180 54,000.00 972.00 - Mandor Oh 0.0054 60,000.00 324.00

Jumlah 238,560.00 Dibulatkan 238,560.00

N-12 1 M' MEMASANG PIPA GALVANIS DIAMETER 4"- Pipa galvanis M' 1.2000 200,530.00 240,636.00 - Perlengkapan 35 % 1.0000 70,185.50 70,185.50 - Pekerja Oh 0.1350 33,000.00 4,455.00 - Tukang Batu Oh 0.2250 48,000.00 10,800.00 - Kepala tukang Oh 0.0225 54,000.00 1,215.00 - Mandor Oh 0.0068 60,000.00 408.00

Jumlah 327,699.50 Dibulatkan 327,690.00

N-13 1 M' MEMASANG PIPA PVC TIPE AW 1/2"- Pipa PVC M' 1.2000 9,000.00 10,800.00 - Perlengkapan 35 % 1.0000 3,150.00 3,150.00 - Pekerja Oh 0.0360 33,000.00 1,188.00 - Tukang Batu Oh 0.0600 48,000.00 2,880.00 - Kepala tukang Oh 0.0060 54,000.00 324.00 - Mandor Oh 0.0018 60,000.00 108.00

Jumlah 18,450.00 Dibulatkan 18,450.00

N-14 1 M' MEMASANG PIPA PVC TIPE AW 3/4"- Pipa PVC M' 1.2000 11,700.00 14,040.00 - Perlengkapan 35 % 1.0000 4,095.00 4,095.00 - Pekerja Oh 0.0360 33,000.00 1,188.00 - Tukang Batu Oh 0.0600 48,000.00 2,880.00 - Kepala tukang Oh 0.0060 54,000.00 324.00 - Mandor Oh 0.0018 60,000.00 108.00

Jumlah 22,635.00 Dibulatkan 22,630.00

N-15 1 M' MEMASANG PIPA PVC TIPE AW 1"- Pipa PVC M' 1.2000 14,175.00 17,010.00 - Perlengkapan 35 % 1.0000 4,961.25 4,961.25 - Pekerja Oh 0.0360 33,000.00 1,188.00 - Tukang Batu Oh 0.0600 48,000.00 2,880.00 - Kepala tukang Oh 0.0060 54,000.00 324.00 - Mandor Oh 0.0018 60,000.00 108.00

Jumlah 26,471.25 Dibulatkan 26,470.00

Analisa Harga Satuan

Pekerjaan Sanitasi - 88

N. ANALISA HARGA SATUAN PEKERJAAN SANITASI

No. URAIAN SATUAN VOLUME HARGA SATUAN JUMLAH ( RP )N-16 1 M' MEMASANG PIPA PVC TIPE AW 1 1/2"

- Pipa PVC M' 1.2000 23,750.00 28,500.00 - Perlengkapan 35 % 1.0000 8,312.50 8,312.50 - Pekerja Oh 0.0360 33,000.00 1,188.00 - Tukang Batu Oh 0.0600 48,000.00 2,880.00 - Kepala tukang Oh 0.0060 54,000.00 324.00 - Mandor Oh 0.0018 60,000.00 108.00

Jumlah 41,312.50 Dibulatkan 41,310.00

N-17 1 M' MEMASANG PIPA PVC TIPE AW 2"- Pipa PVC M' 1.2000 24,825.00 29,790.00 - Perlengkapan 35 % 1.0000 8,688.75 8,688.75 - Pekerja Oh 0.0540 33,000.00 1,782.00 - Tukang Batu Oh 0.0900 48,000.00 4,320.00 - Kepala tukang Oh 0.0090 54,000.00 486.00 - Mandor Oh 0.0027 60,000.00 162.00

Jumlah 45,228.75 Dibulatkan 45,220.00

N-18 1 M' MEMASANG PIPA PVC TIPE AW 2 1/2"- Pipa PVC M' 1.2000 37,462.50 44,955.00 - Perlengkapan 35 % 1.0000 13,111.88 13,111.88 - Pekerja Oh 0.0360 33,000.00 1,188.00 - Tukang Batu Oh 0.0600 48,000.00 2,880.00 - Kepala tukang Oh 0.0060 54,000.00 324.00 - Mandor Oh 0.0018 60,000.00 108.00

Jumlah 62,566.88 Dibulatkan 62,560.00

N-19 1 M' MEMASANG PIPA PVC TIPE AW 3"- Pipa PVC M' 1.2000 45,975.00 55,170.00 - Perlengkapan 35 % 1.0000 16,091.25 16,091.25 - Pekerja Oh 0.0810 33,000.00 2,673.00 - Tukang Batu Oh 0.1350 48,000.00 6,480.00 - Kepala tukang Oh 0.0135 54,000.00 729.00 - Mandor Oh 0.0041 60,000.00 246.00

Jumlah 81,389.25 Dibulatkan 81,380.00

N-20 1 M' MEMASANG PIPA PVC TIPE AW 4"- Pipa PVC M' 1.2000 78,000.00 93,600.00 - Perlengkapan 35 % 1.0000 27,300.00 27,300.00 - Pekerja Oh 0.0810 33,000.00 2,673.00 - Tukang Batu Oh 0.1350 48,000.00 6,480.00 - Kepala tukang Oh 0.0135 54,000.00 729.00 - Mandor Oh 0.0041 60,000.00 246.00

Jumlah 131,028.00 Dibulatkan 131,020.00

N-21 1 UNIT MEMASANG KRAN DIAMETER 3/4" ATAU 1/2"- Kran air Bh 1.0000 36,700.00 36,700.00 - Seal tape Bh 0.0250 3,800.00 95.00 - Pekerja Oh 0.0100 33,000.00 330.00 - Tukang Batu Oh 0.1000 48,000.00 4,800.00 - Kepala tukang Oh 0.0100 54,000.00 540.00 - Mandor Oh 0.0050 60,000.00 300.00

Jumlah 42,765.00 Dibulatkan 42,760.00

N-22 1 UNIT MEMASANG FLOOR DRAIN- Floor drain Bh 1.0000 60,800.00 60,800.00 - Pekerja Oh 0.0100 33,000.00 330.00 - Tukang Batu Oh 0.1000 48,000.00 4,800.00 - Kepala tukang Oh 0.0100 54,000.00 540.00 - Mandor Oh 0.0050 60,000.00 300.00

Jumlah 66,770.00 Dibulatkan 66,770.00

Analisa Harga Satuan

Pekerjaan Sanitasi - 89

N. ANALISA HARGA SATUAN PEKERJAAN SANITASI

No. URAIAN SATUAN VOLUME HARGA SATUAN JUMLAH ( RP )N-23 1 UNIT SEPTICTANK 2 X 1,5 X 1,5 M + REMBESANNYA

- Galian Tanah M3 4.5000 20,470.00 92,115.00 - Pasir Urug M3 0.2142 157,200.00 33,672.24 - Lantai Kerja M2 2.2500 60,450.00 136,012.50 - Pas. Bata 1 PC : 2 PS M2 15.0000 98,800.00 1,482,000.00 - Plesteran M2 15.0000 27,380.00 410,700.00 - Plat beton penutup dan balok M3 0.3000 4,929,800.00 1,478,940.00 - Pipa PVC 4" jenis AW + sambungan M' 5.4000 113,590.00 613,386.00 - Pipa GIP 1 1/2" M' 1.2000 9,881.67 11,858.00 - Galian tanah untuk rembesan M3 3.3750 15,600.00 52,650.00 - Pas. Ijuk M2 5.4000 24,630.00 133,002.00 - Urugan Kerikil 3,5 cm M3 1.0500 171,700.00 180,285.00 - Pipa PVC 4" berlobang jenis AW M' 9.0000 32,940.00 296,460.00 - Urugan Kembali Perataan Tanah M3 1.1250 7,400.00 8,325.00 - Tambahan Upah Is 0.6000 216,000.00 129,600.00

Jumlah 5,059,005.74 Dibulatkan 5,059,000.00

HASIL SURVEIDAFTAR HARGA SATUAN UPAH DAN BAHAN / MATERIAL

NO URAIAN SATUAN HARGA SATUAN

1 Pekerja org/Hari/8 jam Rp 50,000 2 Pekerja Setengah Terampil org/Hari/8 jam Rp 50,000 3 Pekerja Terampil org/Hari/8 jam Rp 65,000 4 Tukang Gali org/Hari/8 jam Rp 65,000 5 Tukang Las org/Hari/8 jam Rp 75,000 6 Tukang Batu Setengah Terampil org/Hari/8 jam Rp 75,000 7 Tukang Batu Terampil org/Hari/8 jam Rp 75,000 8 Kepala Tukang Batu org/Hari/8 jam Rp 75,000 9 Tukang Kayu Setengah Terampil org/Hari/8 jam Rp 75,000 10 Tukang Kayu Terampil org/Hari/8 jam Rp 75,000 11 Kepala Tukang Kayu org/Hari/8 jam Rp 75,000 12 Tukang Cat/Pelitur Setengah Terampil org/Hari/8 jam Rp 75,000 13 Tukang Cat/Pelitur Terampil org/Hari/8 jam Rp 75,000 14 Kepala Tukang Cat/Pelitur org/Hari/8 jam Rp 75,000 15 Tukang Besi Beton Setengah Terampil org/Hari/8 jam Rp 75,000 16 Tukang Besi Beton Terampil org/Hari/8 jam Rp 75,000 17 KepalaTukang Besi Beton org/Hari/8 jam Rp 75,000 18 Tukang Besi Profil Setengah Terampil org/Hari/8 jam Rp 75,000 19 Tukang Besi Profil Terampil org/Hari/8 jam Rp 75,000 20 Kepala Tukang Besi Profil org/Hari/8 jam Rp 75,000 21 Kepala Tukang org/Hari/8 jam Rp 75,000 22 Mandor org/Hari/8 jam Rp 90,000 23 Operator Alat Besar org/Hari/8 jam Rp 55,000 24 Pembantu Operator org/Hari/8 jam Rp 47,000 25 Supir Truk org/Hari/8 jam Rp 55,000 26 Kenek Truk org/Hari/8 jam Rp 47,000 27 Penjaga Malam org/Hari/8 jam Rp 43,000

NO URAIAN SATUAN HARGA SATUAN

A. AGREGAT KASAR,BAHAN PEREKAT & BAHAN JADINYA

1 Pasir Urug m3 Rp 165,100 2 Tanah Urug Pilihan m3 Rp 84,000 3 Sirtu m3 Rp 191,600 4 Pasir Teras m3 Rp 164,000 5 Pasir Pasang Kali m3 Rp 221,200 6 Pasir Beton m3 Rp 240,500 7 Abu Batu m3 Rp 243,900 8 Batu Gosok ( Apung ) kg Rp 27,800 9 Batu Pecah Mesin 1/2 m3 Rp 210,600 10 Batu Pecah Mesin 2/3 m3 Rp 192,600 11 Batu Pecah Mesin 3/5 m3 Rp 172,700 12 Batu Pecah Mesin 5/7 m3 Rp 170,300 13 Batu Belah Pondasi m3 Rp 186,800 14 Batu Bronjol ( Untuk Bronjong ) m3 Rp 170,200 15 Batu Koral Beton Kali m3 Rp 162,500 16 Batu Tempel Hitam m3 Rp 91,000 17 Batu Pinggir Beton 10 x 20 x 35 bh Rp 13,200 18 Batu Pinggir Beton 15 x 35 x 50 ( K-225 ) bh Rp 69,400 19 Batu Telor m3 Rp 87,800 20 Batako Kecil 8 x 10 x 20 bh Rp 1,900 21 Batako Besar 8 x 20 x 30 bh Rp 2,200 22 Con Blok 8 x 20 x 40 bh Rp 5,000 23 Bata Merah Bakar kelas I bh Rp 500 24 Bata Merah Bakar kelas II bh Rp 500 25 Bata Merah Oven ( Klingker ) bh Rp 1,700 26 Roster Beton 20 x 20 bh Rp 14,800 27 Roster Beton 30 x 30 bh Rp 7,700 28 Grass Blok 20 x 20 bh Rp 9,100 29 Grass Blok 30 x 30 m3 Rp 12,700 30 Paving Blok Natural 8 cm m3 Rp 76,300 31 Paving Blok Warna 8 cm m3 Rp 102,300 32 Paving Blok Natural 6 cm m3 Rp 71,500 33 Paving Blok Warna 6 cm m3 Rp 81,000 34 Canstin Paving Blok m1 Rp 32,800 35 Semen PC /50 kg zak Rp 60,000 36 Semen Putih zak Rp 87,300 37 Kanstin Jalan Ukuran Besar ( Bina Marga ) 1bh =60cm bh Rp 55,400 38 Readymix Beton K300, Tanpa Pompa ( Selang ) m3 Rp 709,300 39 Readymix Beton K225, Tanpa Pompa ( Selang ) m3 Rp 686,200 40 Readymix Beton K175, Tanpa Pompa ( Selang ) m3 Rp 652,300 41 Kapur Pasang / Kapur Tembok m3 Rp 332,600 42 Kapur Sirih kg Rp 17,200 43 Semen Warna kg Rp 13,200 44 Tanah liat m3 Rp 29,500

NO URAIAN SATUAN HARGA SATUAN

B LABURAN,PENGISI DAN ALATNYA

1 Plamir Tembok kg Rp 16,600 2 Cat Tembok ICI Eksterior ( Beton ) lt Rp 75,500 3 Cat Tembok ICI Interior ( Plafon Dan Dinding ) lt Rp 70,300 4 Cat Tembok Vinilex kg Rp 20,800 5 Cat Dasar ICI untuk Interior ( 2 Pelapis ) lt Rp 59,200 6 Cat Tembok Sanlek kg Rp 15,600 7 Cat Dasar kg Rp 24,500 8 Cat Tahan Asam lt Rp 82,900 9 Pelapis Alkali ICI ( Cat Dasar Beton Ekterior ) kg Rp 66,900 10 Cat Marka / Spotlight kg Rp 53,400 11 Water Profing Emulsion ml Rp 60,800 12 Water Profing Membrance bh Rp 19,200 13 Rool Cat Tembok bh Rp 7,900 14 Kape Tembok bh Rp 6,400 15 Kape Kayu 5 lt Rp 25,000 16 Soligneum 1 Blek kg Rp 19,800 17 Plincote m3 Rp 215,700 18 Penawetan Kayu m3 Rp 360,300 19 Pegopenan Kayu bh Rp 9,100 20 Kwas 3" kg Rp 19,200 21 Oker bks Rp 4,700 22 Oyan bks Rp 4,900 23 Oten ( Pewarna Plitur ) lt Rp 14,500 24 Spirtus kg Rp 106,700 25 Bahan Pelitur Kripik ( Sirlak India ) kg Rp 29,300 26 Dempul Lilin kg Rp 32,200 27 Dempul Plitur kg Rp 35,500 28 Dempul Halus / Imfra ( Wood Filler ) lt Rp 35,500 29 Dempul Jadi kg Rp 33,700 30 Politur lt Rp 35,500 31 Politur Jadi lt Rp 106,700 32 Terpentin kg Rp 9,000 33 Tiner A kg Rp 22,500 34 Tiner B kg Rp 20,100 35 Kumpon lbr Rp 29,000 36 Melamik kg Rp 49,400 37 Dempul Plastik kg Rp 36,900 38 Dempul Duco kg Rp 33,700 39 Ampelas kg Rp 4,700 40 Dempul Kayu Cap Kucing kg Rp 23,000 41 Meni Kayu / Besi kg Rp 28,600 42 Sincromat kg Rp 38,500 43 Cat Kayu Sieve lt Rp 39,200 44 Cat Besi lt Rp 41,400 45 Cat Besi Duco Danaglos / ICI bh Rp 71,900 46 Cat Bron kg Rp 58,900 47 Karet lis bh Rp 3,100 48 Minyak cat kg Rp 32,700 49 Glass beet kg Rp 47,200 50 Residu lt Rp 7,600

NO URAIAN SATUAN HARGA SATUAN

C BAHAN KAYU BERIKUT BAHAN JADINYA

1 Bambu 5 s.d 7 bt Rp 16,700 2 Bambu 7 s.d 10 bt Rp 22,300 3 Bambu Gombong bt Rp 35,100 4 Kayu Kamper Singkil / Kapur ( Kayu Samarinda kls II m3 Rp 5,175,800 5 Kayu Balok Borneo Super m3 Rp 4,971,800 6 Kayu Papan Borneo Super m3 Rp 5,269,100 7 Kayu Balok Kamper Medan (Kruing ) m3 Rp 5,105,000 8 Kayu Papan Kamper Medan (Kruing ) m3 Rp 5,442,400 9 Kayu Balok Kamper Banjar m3 Rp 5,706,800 10 Kayu Papan Kamper Banjar m3 Rp 5,959,400 11 Kayu Balok Kamper Samarinda m3 Rp 8,129,700 12 Kayu Papan Kamper Samarinda m3 Rp 8,215,000 13 Kayu Balok Rasamala m3 Rp 2,502,800 14 Kayu Jati Jatim Tua dia. 40 cm m3 Rp 19,559,300 15 Kayu Jati Jateng Tua dia. 40 cm m3 Rp 20,544,800 16 Kayu Jati Jabar Tua dia. 40 cm m3 Rp 12,829,900 17 Kayu Jati Jabar Tua dia. 40 cm kebawah m3 Rp 11,992,600 18 Kayu Hutan Kelas I ( Segeng,Mahoni, Laban ) m3 Rp 1,949,000 19 Kayu Balok Albasia m3 Rp 1,761,300 20 Kayu Papan Albasia m3 Rp 1,950,800 21 Dolken 5 s/d 7 bt Rp 21,300 22 Dolken 7 s/d 10 bt Rp 26,400 23 List Profil Kamper 1 cm m1 Rp 8,400 24 List Profil Kamper 2 cm m1 Rp 5,300 25 List Profil Kamper 4 cm m1 Rp 13,400 26 List Profil Kamper 5 cm m1 Rp 16,200 27 List Profil Kamper 10 cm m1 Rp 27,700 28 Pegangan Tangga Profil Jati m1 Rp 150,800 29 Pegangan Tangga Profil Kamper m1 Rp 67,800 30 Kayu Kaso 4/6 m3 Rp 2,520,000 31 Kayu Kaso 5/7 m3 Rp 2,919,000 32 Kayu Reng 2/3 Borneo Super m1 Rp 2,400 33 Kayu Reng 2/3 Kamper Banjar m1 Rp 3,100 34 Kayu Reng 3/4 Kamper Banjar m3 Rp 3,800 35 Batang Kelapa bt Rp 121,300 36 Tali Ijuk kg Rp 22,000 37 lapisan Ijuk m2 Rp 79,800 38 Venetion Blind m2 Rp 467,200 39 Vertikal Blind m2 Rp 330,700

D BAHAN PENUTUP RANGKA PLAFOND

1 Bahan plafond Enternit 4 mm m2 Rp 16,300 2 Bahan plafond hardpleks 5 mm 120 x 240 lbr Rp 58,700 3 Bahan plafond Asbes Semen 5 mm m2 Rp 19,500 4 Gypsum 120 x 240 t= 9 mm ex DN lbr Rp 75,100 5 Gypsum 120 x 240 t= 9 mm ex Luar lbr Rp 78,900 6 Acustik Amstrong 60 x 120 lbr Rp 125,000 7 Cotton Plester bh Rp 14,100

NO URAIAN SATUAN HARGA SATUAN

E BAHAN KAYU LAPIS

1 Triplek 3 mm 120 x 240 lbr Rp 54,800 2 Triplek 4 mm 120 x 240 lbr Rp 60,600 3 Triplek 4 mm ukuran Pintu lbr Rp 52,900 4 Triplek 6 mm 120 x 240 lbr Rp 86,600 5 Triplek 9 mm 120 x 240 lbr Rp 151,400 6 Jabar Wood 4 mm lbr Rp 112,100 7 Bilik Bambu ( tanpa kulit ) m2 Rp 18,700 8 Bilik Bambu ( dengan kulit ) m2 Rp 21,300 9 Bilik Bambu Hitam Variasi m2 Rp 32,200 10 Wall paper m2 Rp 52,400 11 MultiPlek 9 mm 120 x 240 lbr Rp 142,300 12 MultiPlek 12 mm 120 x 240 lbr Rp 183,600 13 MultiPlek 18 mm 120 x 240 lbr Rp 240,500 14 Play Wood 18 mm 120 x 240 m3 Rp 305,000 15 Teak Wood 3 mm 120 x 240 lbr Rp 154,500 16 Teak Wood 4 mm 120 x 240 lbr Rp 124,000 17 Teak Wood 3 mm 120 x 240 ukuran Pintu lbr Rp 119,800 18 Teak Wood ukuran Pintu 4 mm lbr Rp 108,000 19 Tacon ( Tahan Bakar ) m2 Rp 120,700 20 Supercon m2 Rp 54,500 21 Melamin 4 mm 120 x 240 lbr Rp 83,900 22 Melamin TOK 4 mm lbr Rp 125,600 23 Formika 120 x 240 lbr Rp 141,000 24 Formika ukuran Pintu lbr Rp 125,100 25 Formika Warna 4" x 8" lbr Rp 224,200

F BAHAN LANTAI DAN PELAPIS DINDING

1 Tegel PC 20 x 20 bh Rp 3,200 2 Plin Tegel PC 10 x 20 bh Rp 2,200 3 Tegel PC 30 x 30 bh Rp 3,200 4 Plin Tegel PC 15 x 30 bh Rp 2,700 5 Tegel Warna 20 x 20 bh Rp 3,300 6 Plin Tegel Warna 10 x 20 bh Rp 3,200 7 Tegel Warna 30 x 30 bh Rp 5,400 8 Plin Tegel Warna 15 x 30 bh Rp 5,900 9 Tegel Wafel PC 20 x 20 bh Rp 3,000 10 Tegel Wafel Warna 20 x 20 bh Rp 2,400 11 Tegel Badak PC 30 x 30 bh Rp 3,900 12 Poslin 11 x 11 Warna Standar DN m2 Rp 59,600 13 Poslin 11 x 11 Warna khusus DN m2 Rp 63,300 14 Keramik 10 x 20 dan 20 x 20 KW I DN Putih / Polos M m2 Rp 49,000 15 Keramik 10 x 20 KW I DN Corak/Warna/Anti Slip Mulia m2 Rp 51,800 16 Keramik 20 x 20 (KM) KW I DN Corak/Warna /Anti Slip m2 Rp 60,600 17 Keramik 20 x 20 (KM) KW I DN Putih Polos Mulia m2 Rp 47,200 18 Keramik 20 x 25 Dinding KM KW I DN Corak Mulia m2 Rp 49,800 19 Keramik 30 x 30 KWI DN Putih Polos Mulia m2 Rp 46,300 20 Keramik 30 x 30 KWI DN Warna/Corak (ANTI SLIP) Muli m2 Rp 54,600 21 Keramik 10 x 20 dan 20 x 20 KW I DN Putih / Polos R m2 Rp 60,700 22 Keramik 10 x 20 KW I DN Corak/Warna/Anti Slip Roman m2 Rp 68,000 23 Keramik 20 x 20 (KM) KW I DN Corak/Warna/Anti Slip m2 Rp 72,700 24 Keramik 20 x 20 (KM) KW I DN Putih Polos Roman m2 Rp 68,600 25 Keramik 20 x 25 Dinding KM KW I DN Corak Roman m2 Rp 71,600 26 Keramik 30 x 30 KW I DN Polos Roman m2 Rp 64,900 27 Keramik 30 x 30 KW I DN Warna/Corak (ANTI SLIP) Rom m2 Rp 72,100 28 Vinyl Lantai Standar m2 Rp 52,800 29 Karpet Kelas Baik LN m2 Rp 965,600 30 Karpet Kelas Sedang LN m2 Rp 332,900

NO URAIAN SATUAN HARGA SATUAN

31 Parquet Jati m2 Rp 353,500 32 Stairnosing Keramik 10/20 bh Rp 12,900 33 Stairnosing Fiber m Rp 23,500 34 Taraso Kerang 30 x 30 m2 Rp 29,900 35 Plin Taraso 10 x 30 bh Rp 10,600 36 Granit Alam LN Ukuran Besar m2 Rp 1,740,500 37 Granit Alam LN Ukuran Kecil m2 Rp 1,518,700 38 Granit Alam DN Ukuran Besar m2 Rp 1,253,300 39 Granit Alam DN Ukuran Kecil m2 Rp 1,223,500 40 Granito Tile Essenza Ukuran 40 x 40 Polis m2 Rp 324,800 41 Granito Tile Essenza Ukuran 30 x 30 m3 Rp 303,900 42 Granito Tile Essenza Ukuran 40 x 40 UnPolis m2 Rp 192,900 43 Marmer m2 Rp 519,700 44 Marmer Alam Lampung Ukuran Besar m2 Rp 518,100 45 Marmer Alam Lampung Ukuran kecil m2 Rp 325,500 46 Marmer Alam Citatah Ukuran Besar m2 Rp 320,900 47 Marmer Alam Citatah Ukuran Kecil m2 Rp 223,700 48 Marmer Sintetis m2 Rp 148,700 49 Granito Tile Essenza 60 x 60 Polis bh Rp 337,200 50 Granito Tile Essenza 60 x 60 UnPolis ltr Rp 218,300 51 Batu Tempel Hitam m2 Rp 90,900 52 Bata Karawang bh Rp 500 53 Campuran untuk Kedap Air ( AM ) ltr Rp 35,400

G BAHAN SALURAN AIR KOTOR / BERSIH

1 Grafel U 20 cm' m1 Rp 41,700 2 Grafel U 30 cm' m1 Rp 53,100 3 Grafel U 40 cm' m1 Rp 69,900 4 Buis Beton 20 cm ( 1 M' ) m1 Rp 46,300 5 Buis Beton 30 cm ( 1 M' ) m1 Rp 58,100 6 Buis Beton 40 cm ( 1 M' ) m1 Rp 76,200 7 Buis Beton 50 cm ( 1 M' ) stk Rp 88,800 8 Buis Beton 60 cm ( 1 M' ) stk Rp 123,200 9 Buis Beton 100 cm ( 0.50 M' ) stk Rp 282,300 10 Buis Beton 80 cm ( 0.50 M' ) stk Rp 281,000 11 BuisTanah 10 cm ( 0.50 M' ) stk Rp 9,000 12 BuisTanah 15 cm ( 0.50 M' ) stk Rp 11,900 13 BuisTanah 20 cm ( 0.50 M' ) stk Rp 15,800 14 BuisTanah 25 cm ( 0.50 M' ) stk Rp 21,500 15 Injuk kg Rp 16,400

H BAHAN LOGAM DAN BAHAN JADINYA

1 Besi Beton U-24 Rata-rata kg Rp 15,500 2 Besi Beton U-39 / U-32 Rata-rata kg Rp 19,500 3 Pagar BRC lengkap tiang ( Tanpa Pondasi ) m2 Rp 161,300 4 Bondek m2 Rp 174,200 5 Besi WF Ex DN SII kg Rp 22,600 6 Besi WF Ex Jepang kg Rp 22,500 7 Besi Profil DN SII kg Rp 17,200 8 Besi Profil Ex LN kg Rp 20,400 9 Besi C Lip Chanel kg Rp 18,100 10 Ongkos Galfanis Besi kg Rp 10,000 11 Kawat Beton kg Rp 26,100 12 Kawat Duri kg Rp 55,200 13 Kawat Pengikat m1 Rp 1,000 14 Kawat Bronjong 4 mm kg Rp 26,600 15 Kawat Tembaga kg Rp 39,000 16 Ram Nyamuk Hijau m2 Rp 12,600

NO URAIAN SATUAN HARGA SATUAN

17 Ram Kawat 1 x 1 cm m2 Rp 14,400 18 Ram Ayam m2 Rp 14,000 19 Kawat Kasa 1 x 1 ( Putih ) m2 Rp 30,300 20 Kawat Harmonika 4 cm m2 Rp 33,800 21 Kawat Harmonika 2 cm m2 Rp 26,900 22 Kawat Las Listrik kg Rp 22,200 23 Wiremesh M8 m2 Rp 45,200 24 Wiremesh M6 m2 Rp 36,400 25 Timah kg Rp 40,200 26 Timah Hitam kg Rp 40,700 27 Ram nyamuk Alumunium m2 Rp 30,500 28 Plat Srip Ø 2 x 30 mm ( 6 m1 ) bt Rp 31,000 29 Plat Srip Ø 3 x 30 mm ( 6 m1 ) bt Rp 31,200 30 Plat Strip bt Rp 17,100 31 Besi Strip kg Rp 25,300 32 Plat Alumunium 0.2 mm m2 Rp 84,600 33 Plat Alumunium 0.3 mm m2 Rp 104,100 34 Plat Alumunium 0.4 mm m2 Rp 133,200 35 Plat Alumunium 0.5 mm m2 Rp 134,700 36 Plat Alumunium 0.6 mm m2 Rp 161,800 37 Plat Alumunium 0.1 mm m2 Rp 53,000 38 Kusen Alumunium Natural 1.3 mm t= 103 mm ( 4 " ) m1 Rp 142,300 39 Kusen Alumunium Warna 1.3 mm t= 103 mm ( 4 " ) m1 Rp 153,400 40 Daun Jendela Alumunium Natural ( tanpa kaca dan acc m2 Rp 93,000 41 Daun Jendela Alumunium Warna ( tanpa kaca dan acces m2 Rp 140,100 42 Daun Pintu Alumunium Natural ( tanpa kaca dan acces m2 Rp 199,400 43 Daun Pintu Alumunium Warna ( tanpa kaca dan accesso m2 Rp 195,400 44 Handle Alumunium ( Tarikan Pintu Alumunium ) bh Rp 325,000 45 Kait Angin Alumunium ps Rp 98,400 46 Karet Asisoris Kusen / Pintu Alumunium m1 Rp 7,100 47 Sunscreen Almunium m2 Rp 358,000 48 Seng Plat BJLS 30 dia. 60 cm ( 100 m1 ) roll Rp 1,375,200 49 Seng Plat BJLS 30 dia. 90 cm ( 100 m1 ) roll Rp 1,958,700 50 Plat Besi Tipis 1 mm kg Rp 15,900 51 Plat Besi Tipis 0.5 mm kg Rp 16,600 52 Plat Besi 2 mm s/d 5 mm kg Rp 13,200 53 Plat Besi 6 mms/d 10 mm kg Rp 13,200 54 Plat Besi 10 mm keatas kg Rp 13,800 55 Kabel presstressed polos kg Rp 25,200 56 Jaring Kawat Baja kg Rp 27,300 57 Lem Kuning ( Aibond ) kg Rp 33,700 58 Lem Fox kg Rp 22,500 59 Lem Vinyl kg Rp 41,400 60 Besi Strip Kaca Nako kg Rp 10,300 61 Profil alumunium "T" m1 Rp 11,500 62 Besi Hallow ( 2 x 4 x 4 cm ) btg Rp 22,100 63 Besi Hallow ( 4 x 4 cm ) btg Rp 27,500 64 Besi Rail Pengamanan kg Rp 432,500 65 Jendela Besi m2 Rp 367,500 66 Jendela Besi tahan api m2 Rp 472,500 67 Pintu gulung besi m2 Rp 472,500 68 Pintu Roliing Door m2 Rp 288,700

NO URAIAN SATUAN HARGA SATUAN

I BAHAN KACA

1 Kaca Polos 2 mm ( ASAHI ) m2 Rp 65,000 2 Kaca Polos 3 mm ( ASAHI ) m2 Rp 82,300 3 Kaca Polos 5 mm ( ASAHI ) m2 Rp 104,500 3 Kaca Polos 8 mm ( ASAHI ) m2 Rp 172,400 4 Kaca Rayband 5 mm ( ASAHI ) m2 Rp 140,000 5 Kaca Rayband 8 mm ( ASAHI ) m2 Rp 304,600 6 Kaca Rayband 12 mm ( ASAHI ) m2 Rp 590,400 7 Kaca cermin 5 mm m2 Rp 141,700 8 Kaca cermin 6 mm m2 Rp 175,500 9 Kaca cermin 8 mm m2 Rp 220,600 10 Kaca Patri Lokal Terpasang ( ASAHI ) m2 Rp 1,526,500 11 Kaca Patri Ex Luar Negeri Terpasang m2 Rp 3,225,700 12 Kaca 6 mm Gravver m2 Rp 1,190,100 13 Glass Block DN 20 x 20 ( Kedawung ) bh Rp 20,700 14 Glass Block DN 20 x 20 Ex LN bh Rp 118,300 15 Sealant kg Rp 199,500 16 Jendela Nako bh Rp 102,900

J BAHAN PAKU DAN MUR BAUT

1 Paku 1 cm s/d 3 cm kg Rp 18,700 2 Paku 4 cm s/d 7 cm kg Rp 17,700 3 Paku 8 cm s/d 12 cm kg Rp 15,700 4 Paku Beton 2 cm s/d 5 cm bh Rp 1,500 5 Paku Kait Lengkap bh Rp 800 6 Paku Cacing kg Rp 53,700 7 Besi Beugel Kuda - Kuda kg Rp 20,400 8 Duk Angker bh Rp 7,100 9 Angker Mur Baut dia. 19 / Panjang 60 cm bh Rp 67,600 10 Mur Baut HTB dia. 19 s/d 16 ( 5 cm ) bh Rp 15,000 11 Mur Baut Biasa dia. 19 s/d 16 ( 5 cm ) bh Rp 8,800 12 Piser dia.12 s/d 20 cm bh Rp 5,000 13 Paku skrup 3" kg Rp 700 14 Ramset / Dinabolt bh Rp 6,800 15 Baut Besar bh Rp 500 16 Baut Kecil bh Rp 200

K BAHAN PERPIPAAN

1 Besi Pipa Untuk Hydrant BSP 1" bt Rp 157,000 2 Besi Pipa Untuk Hydrant BSP 1.25" bt Rp 197,900 3 Besi Pipa Untuk Hydrant BSP 1.5" bt Rp 280,600 4 Besi Pipa Untuk Hydrant BSP 2" bt Rp 331,200 5 Besi Pipa Untuk Hydrant BSP 2.5" bt Rp 413,700 6 Besi Pipa Untuk Hydrant BSP 3" bt Rp 560,200 7 Besi Pipa Untuk Hydrant BSP 4" bt Rp 818,800 8 Besi Pipa Untuk Hydrant BSP 6" bt Rp 1,340,300 9 Besi Pipa Hitam 1" t = 2 mm bt Rp 162,200 10 Besi Pipa Hitam 2" t = 2 mm bt Rp 214,600 11 Besi Pipa Hitam 3" t = 2mm bt Rp 344,500 12 Besi Pipa Hitam 4" t = 2 mm bt Rp 539,600 13 Besi Pipa Hitam 6" t = 2 mm bt Rp 727,300 14 Pipa GIP Medium A 1/2" ( 6 m1 ) bt Rp 102,800 15 Pipa GIP Medium A 3/4" ( 6 m1 ) bt Rp 150,100 16 Pipa GIP Medium A 1" ( 6 m1 ) bt Rp 170,900 17 Pipa GIP Medium A 1 1/4" ( 6 m1 ) bt Rp 244,200 18 Pipa GIP Medium A 1 1/2" ( 6 m1 ) bt Rp 264,100 19 Pipa GIP Medium A 1 3/4" ( 6 m1 ) bt Rp 307,300

NO URAIAN SATUAN HARGA SATUAN

20 Pipa GIP Medium A 2" ( 6 m1 ) bt Rp 440,100

NO URAIAN SATUAN HARGA SATUAN

21 Pipa GIP Medium A 2 1/2" ( 6 m1 ) bt Rp 632,800 22 Pipa GIP Medium A 3" ( 6 m1 ) bt Rp 800,300 23 Pipa GIP Medium A 4" ( 6 m1 ) bt Rp 866,500 24 Macam2 Sambungan GIP 1/2" bh Rp 5,900 25 Macam2 Sambungan GIP 3/4" bh Rp 8,100 26 Macam2 Sambungan GIP 1" bh Rp 15,700 27 Macam2 Sambungan GIP 1 1/4" bh Rp 18,700 28 Macam2 Sambungan GIP 1 1/2" bh Rp 19,500 29 Macam2 Sambungan GIP 1 3/4" bh Rp 21,300 30 Macam2 Sambungan GIP 2" bh Rp 48,200 31 Macam2 Sambungan GIP 2 1/2" bh Rp 56,800 32 Macam2 Sambungan GIP 3" bh Rp 71,500 33 Macam2 Sambungan GIP 4" bh Rp 111,600 34 Pipa PVC RUCIKA type AW 1/2" bt Rp 37,800 35 Pipa PVC RUCIKA type AW 3/4" bt Rp 49,200 36 Pipa PVC RUCIKA type AW 1" bt Rp 59,500 37 Pipa PVC RUCIKA type AW 1 1/4" bt Rp 75,200 38 Pipa PVC RUCIKA type AW 1 1/2" bt Rp 99,700 39 Pipa PVC RUCIKA type AW 2" bt Rp 104,200 40 Pipa PVC RUCIKA type AW 2 1/2" bt Rp 157,300 41 Pipa PVC RUCIKA type AW 3" bt Rp 193,100 42 Pipa PVC RUCIKA type AW 4" bt Rp 327,600 43 Pipa PVC RUCIKA type AW 6" bt Rp 602,700 44 Pipa PVC RUCIKA type AW 8" bt Rp 770,500 45 Pipa PVC MASPION ABU ( AW ) 1/2" bt Rp 17,300 46 Pipa PVC MASPION ABU ( AW ) 3/4" bt Rp 26,200 47 Pipa PVC MASPION ABU ( AW ) 1" bt Rp 33,200 48 Pipa PVC MASPION ABU ( AW ) 1 1/4" bt Rp 55,100 49 Pipa PVC MASPION ABU ( AW ) 1 1/2" bt Rp 56,700 50 Pipa PVC MASPION ABU ( AW ) 2" bt Rp 67,600 51 Pipa PVC MASPION ABU ( AW ) 2 1/2" bt Rp 119,000 52 Pipa PVC MASPION ABU ( AW ) 3" bt Rp 137,200 53 Pipa PVC MASPION ABU ( AW ) 4" bt Rp 241,800 54 Macam2 Sambungan Paralon 1/2" bh Rp 4,100 55 Macam2 Sambungan Paralon 3/4" bh Rp 4,400 56 Macam2 Sambungan Paralon 1" bh Rp 4,600 57 Macam2 Sambungan Paralon 1 1/4" bh Rp 6,800 58 Macam2 Sambungan Paralon 1 1/2" bh Rp 9,000 59 Macam2 Sambungan Paralon 1 3/4" bh Rp 12,700 60 Macam2 Sambungan Paralon 2" bh Rp 14,900 61 Macam2 Sambungan Paralon 2 1/2" bh Rp 24,800 62 Macam2 Sambungan Paralon 3" bh Rp 28,000 63 Macam2 Sambungan Paralon 4" bh Rp 32,100 64 Sambungan Pipa PVC Jenis AW 4" TY bh Rp 84,600 65 Lem Paralon tb Rp 9,500 66 Solatip Ledeng gl Rp 4,000 67 Pipa PVC 4" Berlobang Jenis AW m1 Rp 34,500 68 PVC Waterstop lebar 150 m1 Rp 50,400 69 PVC Waterstop lebar 200 m1 Rp 54,600 70 PVC Waterstop lebar 230 m1 Rp 61,900 71 PVC Waterstop lebar 250 m1 Rp 70,300 72 PVC Waterstop lebar 300 m1 Rp 78,700 73 PVC Waterstop lebar 320 m1 Rp 87,100

NO URAIAN SATUAN HARGA SATUAN

L BAHAN SANITAIR

1 Stop Kran 3/4" KIT bh Rp 97,800 2 Stop Kran 1" KIT bh Rp 117,000 3 Stop Kran 1 1/2" KIT bh Rp 195,900 4 Stop Kran 2" KIT bh Rp 252,300 5 Stop Kran 2 1/2" KIT bh Rp 671,600 6 Stop Kran 3" KIT bh Rp 781,900 7 Check Valve 1/2" bh Rp 81,400 8 Double Neple 1/2" bh Rp 30,500 9 Water Mur 1/2" bh Rp 37,900 10 Gate walve 1/2" bh Rp 52,300 11 Saringan Air Lt. KM Stainless Steel bh Rp 52,300 12 Apooer Bath Tube bh Rp 252,100 13 Kran Stainless Lokal Kait bh Rp 43,400 14 Shower Dengan Tiang bh Rp 208,100 15 Shower Tanpa Tiang bh Rp 126,900 16 Kran Tembok Sun Eui dia. 1/2" bh Rp 81,800 17 Kran Tembok ITAP dia. 1/2" bh Rp 38,500 18 Kran Bebek Sun Eui 1/2" bh Rp 136,100 19 Kran Bebek ITAP 1/2" bh Rp 48,500 20 Kran Panas Dingin San Eui Standard bh Rp 215,100 21 Bath Cape Washteren unit Rp 1,976,200 22 Tempat Sabun Poslin bh Rp 43,600 23 Wastafel Lengkap TOTO LW 230 unit Rp 953,600 24 Wastafel Lengkap INA unit Rp 659,100 25 Closet Jongkok Poslin Warna TOTO unit Rp 193,600 26 Closet Jongkok Standard Putih Poslin TOTO unit Rp 177,200 27 Closet Jongkok Lengkap Sistem Jet TOTO unit Rp 1,914,200 28 Closet Duduk Warna Standard TOTO C 240 Lengkap unit Rp 1,624,000 29 Wastafel Bulat Warna Standard Lengkap unit Rp 857,700 30 Closet Duduk Warna Standard INA Lengkap bh Rp 1,197,800 31 Urinoir Lengkap TOTO Warna Standard Lengkap unit Rp 1,669,900 32 Penyekat Poslin Urinoar TOTO lbr Rp 466,900 33 Kitchen Zink Stainless Standard Lokal ( 1 Lubang ) bh Rp 374,600 34 Kitchen Zink Stainless Non Standard Franke ( 1 Luba bh Rp 1,198,100 35 Kitchen Zink Stainless Non Standard Franke ( 2 Luba bh Rp 1,553,900

M BAHAN PENUTUP ATAP

1 Atap Plastik Gelombang 80 x 180 lbr Rp 31,100 2 Atap Fiber Glass Tipis 80 x 180 ( Gelombang ) lbr Rp 44,300 3 Atap Fiber Glass Tebal 80 x 180 ( Gelombang ) lbr Rp 84,300 4 Atap Alumunium Natural USR 26 ( JAINDO ) m2 Rp 132,400 5 Atap Alumunium Warna USR 26 ( JAINDO ) m2 Rp 155,100 6 Atap Asbes Gel. Kecil 80 x 180 x 4 mm lbr Rp 72,700 7 Atap Asbes Gel. Besar 80 x 180 x 5 mm lbr Rp 104,600 8 Atap Seng Gelombang 80 cm x 180 cm x 3 mm lbr Rp 59,200 9 Atap Seng Gelombang 80 cm x 180 cm x 5 mm lbr Rp 78,300 10 Atap Seng Gelombang 270 cm x 105 cm x 4mm lbr Rp 69,000 11 Atap Seng Gelombang 240 cm x 105 cm x 4mm lbr Rp 62,100 12 Atap Seng Gelombang 210 cm x 105 cm x 4mm lbr Rp 55,100 13 Atap Seng Gelombang 150 cm x 105 cm x 4mm lbr Rp 39,900 14 Atap Seng Gelombang 150 cm x 102 cm x 5mm lbr Rp 73,900 15 Atap Seng Gelombang 180 cm x 102 cm x 5mm lbr Rp 91,500 16 Atap Gelombang 300 cm x 105 cm x 4 mm lbr Rp 75,300 17 Atap Tegola Kubota, lengkap m2 Rp 458,700 18 Atap Tegola Kwalitas Sedang m2 Rp 267,100 19 Alumunium Foile m2 Rp 18,500

NO URAIAN SATUAN HARGA SATUAN

20 Atap Genteng Plentong pres Bakar KW I bh Rp 1,800 21 Atap Genteng Plentong pres Molen Oven KW I bh Rp 2,600 22 Atap Genteng Flam pres Molen Oven Jatiwangi bh Rp 2,200 23 Bubung Genteng pres Bulat Ex Jatiwangi bh Rp 7,000 24 Genteng Bubungan Ex Jatiwangi Segi Tiga bh Rp 4,500 25 Genteng Bubungan Beton bh Rp 9,900 26 Genteng Metal ( Rainbow Roof ) m2 Rp 191,200 27 Genteng Metal Hana m2 Rp 162,600 28 Nok Atas Metal ( Rainbow Roof ) m2 Rp 130,400 29 Nok Atas Metal Hana lbr Rp 76,200 30 Nok Pingir Metal ( Rainbow Roof ) lbr Rp 99,100 31 Nok Pingir Metal Hana lbr Rp 94,900 32 Wall Flasing ( Rainbow Roof ) lbr Rp 79,000 33 Wall Flasing Hana lbr Rp 83,500 34 Atap Genteng Beton Warna 14.5/m2 m2 Rp 91,100 35 Genteng Beton Natural m2 Rp 89,700 36 Sirap Kelas I ( 80 / m2 ) bh Rp 24,800 37 Genteng Keramik Natural Intan 14.5 / m2 m2 Rp 105,800 38 Genteng Keramik Glasur Standard 14.5 /m2 m2 Rp 133,900 39 Genteng Keramik Glasur Special 14.5 /m2 m2 Rp 131,100 40 Genteng Keramik Glasur Premium 14.5 /m2 m2 Rp 136,700 41 Genteng Murando Natural 1m2 = 20 bh bh Rp 5,500 42 Genteng Murando Glasur 1m2 = 20 bh bh Rp 6,800 43 Bubung Murando Natural bh Rp 10,000 44 Bubung Murando Glasur bh Rp 9,600 45 Bubungan Genteng Keramik bh Rp 9,400 46 Atap Genteng Kodok bh Rp 2,800 47 Bubungan Genteng Kodok bh Rp 4,200 48 Bubungan Genteng Plentong bh Rp 5,700 48 Bubungan Stel Gelombang bh Rp 7,100 49 Nok Stel Gelombang lbr Rp 35,900 50 Pelat Asbes tebal 4 mm lbr Rp 19,700 51 Pelat Asbes tebal 3.5 mm lbr Rp 15,400 52 Trusses ZAM-75 t=0.8 Rangka Utama m1 Rp 34,100 53 Trusses ZAM-75 t=0.5 Rangka Utama m1 Rp 21,800 54 Reng 16-DB Roof Battens t=0.48 mm m1 Rp 10,900 55 Foot Plate t= 1.22 mm m1 Rp 6,800 56 PLD - Diafragma Plate bh Rp 2,000 57 WIND Bracing m1 Rp 1,600 58 Tensioner ( Pengaku Tali angin ) bh Rp 6,800

N BAHAN MEKANIKAL

1 Jockey Pump kap. 80 gln/menit 100 m1 ( 18.6 kW ) unit Rp 67,228,200 2 Electrical Pump kap. 750 gln/menit 120 m1 ( 90 kW ) unit Rp203,727,800 3 Diesel Pump kap. 750 gln/menit 120 m1 ( 105 kW ) unit Rp557,106,500 4 Presure Tank kap. 500 liter lengkap unit Rp 34,837,400 5 Hydran Box dlm Gedung ( Lengkap ) unit Rp 6,454,200 6 Fire House 1.5 x 30 m + nose unit Rp 4,582,000 7 Exhose Fan H 360 W 60 x 60 cm unit Rp 6,462,300 8 Exhose Fan H 380 W CFM 55 x 55 cm unit Rp 5,170,500 9 Exhose Fan H 100 W 40 x 40 cm unit Rp 1,028,800 10 AC Split 3 PK Setara TOSHIBA unit Rp 28,994,200 11 AC Split 2 PK Setara TOSHIBA unit Rp 20,646,500 12 AC Split 1 PK Setara TOSHIBA unit Rp 4,872,000 13 Mesin AC Split DAIKIN ( Indoor / Outdoor Unit ) 1 BTU Rp 4,000

NO URAIAN SATUAN HARGA SATUAN

O BAHAN ELEKTRIKAL

1 Kabel NYA 1 x 1.5 Prima ( 1 rol = 50 m' ) ROLL Rp 96,700 2 Kabel NYA 1 x 2.5 Prima ( 1 rol = 50 m' ) ROLL Rp 142,900 3 Kabel NYM 2 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 6,200 4 Kabel NYM 3 x 1.5 Prima ( 1 rol = 50 m' ) m' Rp 7,200 5 Kabel NYM 2 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 4,600 6 Kabel NYM 3 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 10,300 7 Kabel NYM 4 x 2.5 Prima ( 1 rol = 50 m' ) m' Rp 7,200 8 Kabel NYM 2 x 4 Prima ( 1 rol = 50 m' ) m' Rp 5,900 9 Kabel NYM 3 x 4 Prima ( 1 rol = 50 m' ) m' Rp 14,500 10 Kabel NYM 4 x 4 Prima ( 1 rol = 50 m' ) m' Rp 19,500 11 Kabel NYM 2 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 11,100 12 Kabel NYM 3 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 12,900 13 Kabel NYM 4 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 17,500 14 Kabel NYM 2 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 18,500 15 Kabel NYM 3 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 125,700 16 Kabel NYM 4 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 27,900 17 Kabel NYM 4 x 16 Supreme ( 1 rol = 50 m' ) m' Rp 31,200 18 Kabel NYY 2 x 4 Supreme ( 1 rol = 50 m' ) m' Rp 12,600 19 Kabel NYY 3 x 4 Supreme ( 1 rol = 50 m' ) m' Rp 20,300 20 Kabel NYY 4 x 4 Supreme ( 1 rol = 50 m' ) m' Rp 22,400 21 Kabel NYY 2 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 13,600 22 Kabel NYY 3 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 18,100 23 Kabel NYY 4 x 6 Supreme ( 1 rol = 50 m' ) m' Rp 17,400 24 Kabel NYY 2 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 19,200 25 Kabel NYY 3 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 24,300 26 Kabel NYY 4 x 10 Supreme ( 1 rol = 50 m' ) m' Rp 33,500 27 Kabel NYY 4 x 16 Supreme ( 1 rol = 50 m' ) m' Rp 39,500 28 NSFB FUJI EA - 100 A bh Rp 792,800 29 NSFB FUJI EA - 150 A bh Rp 2,055,100 30 Rumah Panel 30 x 60 cm ( Kosong ) unt Rp 144,500 31 Skring Kas 2 grop Biasa unt Rp 192,900 32 Skring Kas 3 grop Biasa unt Rp 209,600 33 Skring Kas 5 grop Biasa unt Rp 441,500 34 MCB 1 PAS bh Rp 51,900 35 MCB 3 PAS bh Rp 99,800 36 Tahanan 50 A Merk Fuji bh Rp 490,700 37 Saklar Broko Tunggal Standard ( 1 Phase ) bh Rp 22,400 38 Saklar Broko Seri Standard ( 1 Phase ) bh Rp 24,800 39 Stop Kontak Broko Standard ( 1 Phase ) bh Rp 22,400 40 Stop Kontak Broko 3 Phase (Out Bow) bh Rp 82,500 41 Stop Kontak Broko 3 Phase ( In Bow) bh Rp 136,500 42 Stop Kontak Handle 3 Phase bh Rp 82,700 43 Instalas Titik Lampu / Stop Kontak (Upah dan Alat) ttk Rp 169,200

NO URAIAN SATUAN HARGA SATUAN

44 Lampu pijar 25 Watt s/d 100 Watt bh Rp 57,600 45 Lampu Neon Phillips 20 Watt bh Rp 28,000 46 Lampu Neon Phillips 40 Watt bh Rp 33,100 47 Trapo TL 20 W (Phillips) bh Rp 39,300 48 Trapo TL 40 W (Phillips) bh Rp 35,700 49 Trapo TL 20 W (Sinar) bh Rp 38,300 50 Trapo TL 40 W (sinar) bh Rp 38,800 51 Stater Neon Phillips bh Rp 7,800 52 Stater Neon Biasa bh Rp 6,100 53 Rumah TL In Bow / Out Bow 2 x 20 W (kosongan) bh Rp 135,600 54 Down Light + SL 25 W bh Rp 289,000 55 Lampu SL Philip 18 W bh Rp 289,000 56 Lampu Sirkel TL 20 W Lengkap bh Rp 63,900 57 Lampu Mercuri 80 W bh Rp 138,800 58 Lampu Taman + Tiang + Lampu 1 Buah bh Rp 289,700 59 Lampu Baret 30 cm + Neon bh Rp 205,100 60 Lampu Neon Arcrilik 2 x 40 W Lengkap bh Rp 694,900 61 Jarum Penangkal Petir 16 bh Rp 95,600 62 Kawat BC ( Tembaga ) kg Rp 61,300 63 Pentanahan Penangkal Petir ttk Rp 399,000 64 Pentanahan Panel ttk Rp 278,800

P BAHAN ALAT PENGANTUNG DAN KUNCI

1 Kunci Silinder ALFA untuk Pintu Alumunium bh Rp 386,900 2 Tarikan Pintu Alumunium bh Rp 384,800 3 Kunci 2 Slaag ROYAL bh Rp 119,100 4 Rel Henderson Lengkap bh Rp 813,900 5 Rel maraton I Pintu unt Rp 181,800 6 Kunci 2 Slaag Silinder SEIS Asli type 210 s/d type bh Rp 316,300 7 Kunci 2 Slaag Ancor Asli bh Rp 155,700 8 Kunci 2 Slaag ISO bh Rp 195,200 9 Kunci KM Bulat Kualitas Biasa bh Rp 51,300 10 Kunci kM Bulat ALFA bh Rp 96,700 11 Kunci 2 Slaag Silinder Utama Standard bh Rp 552,300 12 Kunci Gembok Besar bh Rp 80,200 13 Kunci 2 Slaag Kuda Terbang bh Rp 88,900 14 Kunci Lemari bh Rp 44,100 15 Espangolet ps Rp 48,600 16 Grendel 15 cm bh Rp 46,800 17 Grendel 5 cm bh Rp 5,100 18 Hak Angin Kait Jendela Biasa ps Rp 6,700 19 Hak Angin Jendela Antik ps Rp 27,300 20 Hak Angin Sendok Stainless / Kuningan bh Rp 30,300 21 Sloot Pintu Berikut Rantai bh Rp 29,700 22 Sloot Jendela Tunggal bh Rp 31,100 23 Engsel Pintu Unilon Standard ps Rp 11,400 24 Engsel Jendela Unilon ps Rp 19,700 25 Engsel Patrun ps Rp 12,900 26 Engsel Harmonika m1 Rp 8,600 27 Door Closer Kelas Standard ( Kelas Sedang ) unt Rp 17,800 28 Door Closer Kelas Standard ( Kelas Baik ) unt Rp 401,900 29 Door Closer Kelas Rendah unt Rp 544,100 30 Door Holder unt Rp 193,400 31 Door Stoper unt Rp 240,600 32 Tarikan Almari Rata-rata bh Rp 18,300 33 Seng BJLS 30 Lebar 60 cm ( 1 rol 50 m' ) m1 Rp 41,000 34 Seng BJLS 30 Lebar 90 cm ( 1 rol 50 m' ) m1 Rp 50,400 35 Seng BJLS 30 / 3 x 0.3 mm lbr Rp 81,800 36 Seng Plat lbr Rp 47,200 37 Waterstop Lebar 200 mm m1 Rp 54,600

NO URAIAN SATUAN HARGA SATUAN

Q BAHAN PENGIKAT UNTUK KONSTRUKSI JALAN

1 Hotmix Jadi Berikut alat dan bahan bakar ( T=5 cm = ton Rp 979,700 2 Aspal ( ESO ) 1 Drum 155 kg kg Rp 9,600 3 Aspal Curah kg Rp 7,600 4 Aspal RC 70 ( Cilacap ) kg Rp 9,900 5 Aspal Concrete ( AC ) ton Rp 1,269,600 6 Aspal Threated Base ( ATB ) ton Rp 1,130,100 7 Hot Rols Sheet ( HRS ) ton Rp 1,569,600

R BAHAN PENGISAP AIR SUMUR DALAM

1 Pompa Kodok unit Rp 162,500 2 Pompa Dragon Tegal unit Rp 229,600 3 Pompa Dragon Asli unit Rp 676,500 4 Mesin Pompa Air 100 W - Sanyo unit Rp 1,036,000 5 Mesin Pompa Air 150 W - Sanyo unit Rp 1,780,300 6 Pompa Zet Pump 250 W - Sanyo unit Rp 4,671,800 7 Pompa Zet Pump 450 W - Sanyo unit Rp 7,418,100 8 Pompa Submersible kap. 150 liter / menit 3 KW unit Rp 25,566,100 9 Gear Pump Kap. 60 liter / menit unit Rp 14,785,900 10 Deep Well dengan kelengkapannya kap. 150 liter / me unit Rp162,008,000 11 Hand Oil Pump unit Rp 4,892,000

S BAHAN PENAMPUNG AIR

1 Tangki Air Fiber Glass 0.5 m3 ( Excel ) bh Rp 4,919,800 2 Tangki Air Fiber Glass 1 m3 ( Excel ) bh Rp 1,239,500 3 Tangki Air Fiber Glass 2 m3 ( Excel ) bh Rp 1,840,100 4 Bak KM Fiber 60 x 60 bh Rp 240,400 5 Bak Taraso WC 40 x 40 bh Rp 111,600 6 Bak KM Taraso 60 x 60 bh Rp 151,700

T ALAT TUKANG

1 Palu 0.5 kg bh Rp 37,000 2 Cangkul bh Rp 23,100 3 Singkup bh Rp 39,000 4 Sekrop bh Rp 47,100 5 Pengki bh Rp 11,600 6 Linggis bh Rp 39,300 7 Rool Meter 30 meter ( Bahan Plastik ) bh Rp 95,100 8 Rool Meter 5 meter ( Bahan Besi ) bh Rp 35,600 9 Selang Plastik untuk Water Pas dia. 0.5 cm m Rp 1,500 10 Water Pas Alumunium 60 cm bh Rp 83,100

NO URAIAN SATUAN HARGA SATUAN

U BAHAN BAKAR DAN PELUMAS

1 Minyak Tanah lt Rp 17,000 2 Kayu Bakar dari Kayu Karet m3 Rp 142,300 3 Bahan Bakar Residu lt Rp 7,600 4 Minyak Solar lt Rp 5,900 5 Bensin Premium lt Rp 6,300 6 Plus Oil lt Rp 3,100 7 Oil Mesran 40 SAE lt Rp 37,700 8 Elpiji / botol 15 kg Rp 98,500 9 Asitilin / Botol 15.1 kg btl Rp 83,700 10 Angin ( O2 ) / botol btl Rp 62,500 11 Karbit kg Rp 18,300 12 Minyak Bekisting ltr Rp 38,100 13 Rapidrant Gln Rp 14,800 14 Soda Api kg Rp 33,600 15 Sabun kg Rp 2,100 16 Arang Kayu kg Rp 10,500 17 Kawat Las bh Rp 1,300

V BAHAN PAGAR

1 Panel Beton Pracetak lbr Rp 123,200 2 Kolom Beton Pracetak btg Rp 241,200