DAFTAR KUANTITAS DAN HARGAKegiatan Pekerjaan Lokasi Dana / T.ANo. A. 1 2 3 4 : Pembangunan Gedung DPRD : Perencanaan Review Design Pembangunan Gedung DPRD Kecamatan Pajarakan Kabupaten Probolinggo : Kecamatan Pajarakan : D A U / 2010 Jenis Pekerjaan Volume Harga Satuan (Rp.)

B. 1 2 3 4 5

bupaten Probolinggo

Jumlah Harga (Rp.)

0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

REKAPITULASI - DAFTAR KUANTITAS DAN HARGAKegiatan Pekerjaan Lokasi Dana / T.A NO. : : : : REHABILITASI DAN PEMBANGUNAN FASILITAS SARANA FISIK PASAR PEMBANGUNAN TEMPAT PEDAGANG KAKI LIMA (PKL) KRAKSAAN KECAMATAN KRAKSAAN KABUPATEN PROBOLINGGO PAK / 2009 JENIS PEKERJAAN

A. B. 1 2 3 4 5 C. 1 2 3 4 D.

JUMLAH PPN 10% TOTAL DIBULATKAN

dengan huruf :

Probolinggo, Diperiksa oleh : ASISTEN PPTK Dibuat oleh :

Konsultan Perencana CV. XX

nama pptk NIP. Xxx

nama direktur Direktur

Menyetujui : PEJABAT PELAKSANA TEKNIS KEGIATAN

Mengetahui :

KEPALA DINAS PU. CIPTA KA KABUPATEN PROBOLINGG

ROBY SISWANTO, ST. MT. NIP. 510 128 637

Ir. P R I J O N O, MUM. Pembina Tingkat I NIP. 510 113 630

HARGA

JUMLAH HARGA

Rp Rp Rp Rp -

#MACRO?

nggo, Dibuat oleh :

2010

Konsultan Perencana CV. XX

nama direktur Direktur

Mengetahui :

ALA DINAS PU. CIPTA KARYA BUPATEN PROBOLINGGO

Ir. P R I J O N O, MUM. Pembina Tingkat I NIP. 510 113 630

DAFTAR HARGA BAHAN ; SEWA ALAT DAN UPAH KERJANO. URAIAN SAT

BAHAN Air Aluminium composite panel Aluminium profil coklat Arde Avur lantai stainless Bata merah Batu gravel Batu kali/belah Baut Bendrat Besi baja WF 200 Besi beton Besi hollow, 2x2 Besi hollow, 3x3 Besi hollow, 4x4 Besi hollow, 5x5 Besi hollow, 6x6 Besi plat datar Besi plat strip Besi profil Besi profil siku Buis beton U=20 cm Buis beton U=30 cm Cat besi Cat dasar Cat dinding Cat kayu Cat meni Engsel Eternit Fitting lampu Granit Grendel biasa Grendel tanam Gypsum Hak angin kait Hak angin sikutan Handle jendela Handle pintu Ijuk Instalasi listrik Jarum keras Kabel NYA Kabel NYM Kabel NYY Kaca bening 5mm Kaca rayban 5mm Kalsiplank 20 ltr m2 m1 unit bh bh m2 m3 bh kg kg kg kg ljr ljr ljr ljr ljr kg kg kg kg bh bh kg kg kg kg kg set m2 bh m2 bh bh lbr set set set set kg ttk bh m1 m1 m1 m2 m2 ljr

NO. Kalsiplank 30 Kansteen beton Kawat las Kayu balok kelas I Kayu balok kelas II Kayu papan kelas I Kayu papan kelas II

URAIAN

SAT ljr m1 kg m3 m3 m3 m3

NO. Kayu hutan balok Kayu hutan papan Kayu Jati balok Kayu Jati papan Kayu Kamper balok Kayu Kamper papan Kayu Kruing balok Kayu Kruing papan Kayu Meranti balok Kayu Meranti papan Keramik 10/20 Keramik 20/20 Keramik 20/25 Keramik 30/30 (motif) Keramik 30/30 (polos) Keramik 40/40 (motif) Keramik 40/40 (polos) Kertas gosok Kolter Koral beton Kran air stainless Kunci lemari biasa Kunci tanam biasa Kunci tanam KM/WC Kunci tanam SES Lampu HE 18 W Lampu Mercuri lengkap Lampu TL 1x20 W + reflektor Lampu TL 1x40 W + reflektor Lampu pijar Lem kayu Lem PVC List gypsum MCB lengkap Mika akrilic Minyak bekisting Minyak pelumas Nok stel gelombang besar Nok stel gelombang kecil Paku Paku pancing Paku sekrup Panel box Pasir beton Pasir pasang Pasir urug Pegangan pintu dorong Plamir dinding Plamir kayu Plitur Plywood Polycarbonate Profil tank fiber V=1,0m3 Profil tank stainless V=1,0m3 Rel pintu dorong

URAIAN

SAT m3 m3 m3 m3 m3 m3 m3 m3 m3 m3 m2 m2 m2 m2 m2 m2 m2 lbr ltr m3 bh bh bh bh bh bh bh bh bh bh kg bh m1 unit m2 ltr ltr m1 m1 kg kg pak bh m3 m3 m3 bh kg kg ltr lbr m2 unit unit bh

NO. Roda pintu dorong Rolling door Aluminium Saklar ganda Saklar tunggal Saklar handle Seal tape Sealant Sekring kas

URAIAN

SAT bh m2 bh bh bh bh bh unit

NO. Semen / PC (40 kg) Semen warna Seng plat Sirtu Solar Stop kontak Teakwood Tempat sabun Triplek Triplek lapis Aluminium

URAIAN

SAT zak zak lbr m3 ltr bh lbr bh lbr lbr

Lem PVC Pipa GI Medium 2" Pipa GI Medium 3" Pipa GI Medium 4" Pipa GI Medium 6" Pipa GI Medium 8" Pipa PVC AW 0,50" Pipa PVC AW 0,75" Pipa PVC AW 1" Pipa PVC AW 1,25" Pipa PVC AW 1,50" Pipa PVC AW 2" Pipa PVC AW 3" Pipa PVC AW 4" Pipa PVC AW 6" Sock PVC 1" Sock PVC 2" Sock PVC 3" Sock PVC 4" Stopkran Tee PVC 1" Tee PVC 2" Tee PVC 3" Tee PVC 4"

bh ljr ljr ljr ljr ljr ljr ljr ljr ljr ljr ljr ljr ljr ljr bh bh bh bh bh bh bh bh bh

ALAT 1 2 3 4 Sewa alat bor sumur Sewa alat las Sewa alat perakitan Sewa alat sedot WC m1 jam jam hr

UPAH 1 2 3 4 5 6 7 Mandor Kepala tukang Tukang Tukang kayu Tukang batu Tukang besi Tukang cat OH OH OH OH OH OH OH

NO. 8 9 Tukang las Pekerja

URAIAN

SAT OH OH

HARGA

(Rp.)

100 210,000 110,000 123,000 27,500 500 95,000 90,000 4,500 17,000 17,500 19,000 10,750 67,500 95,000 150,000 181,500 260,000 20,000 20,000 17,500 17,000 23,000 29,000 58,000 15,000 20,700 58,000 20,500 29,000 10,500 5,750 200,000 11,500 65,000 75,000 17,500 37,500 20,000 110,000 9,500 135,000 21,500 4,500 7,500 6,500 77,000 87,000 47,500

HARGA

(Rp.) 66,000 45,000 32,500 14,500,000 4,375,000 15,950,000 5,050,000

HARGA

(Rp.) 2,200,000 2,350,000 15,650,000 15,950,000 8,350,000 9,750,000 6,300,000 6,600,000 4,700,000 5,250,000 50,000 51,500 51,700 46,000 35,000 57,500 44,800 4,000 25,000 205,000 31,000 10,000 115,000 25,000 170,000 40,000 1,750,000 126,500 210,000 10,000 17,500 25,000 13,500 138,000 225,000 6,000 5,000 26,500 21,500 17,500 13,500 14,500 32,000 147,500 80,000 50,600 145,000 23,000 20,500 51,500 62,000 156,500 2,000,000 2,500,000 110,000

HARGA

(Rp.) 50,000 675,000 30,000 23,000 25,000 2,500 8,000 115,000

HARGA

(Rp.) 50,000 105,500 65,000 65,000 5,500 23,000 95,000 30,000 56,500 87,000

25,000 398,000 717,000 1,186,000 1,832,000 3,025,000 21,000 25,500 30,500 43,000 56,500 88,000 165,000 231,000 467,500 1,800 3,850 6,600 13,200 31,500 13,200 4,700 11,250 22,500

10,000 18,500 18,500 450,000

42,500 40,000 37,500 40,000 37,500 37,500 37,500

HARGA

(Rp.) 60,000 30,000

PEK. BETON BERTULANG1 A.SNI'08 1 m2 - Bekisting pondasi a. Bahan : - Kayu hutan papan - Paku - Minyak bekisting b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor m3 kg ltr OH OH OH OH m2 - Bekisting pondasi 2 A.SNI'08 1 m2 - Bekisting sloof a. Bahan : - Kayu hutan papan - Paku - Minyak bekisting b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor 0.040 0.300 0.100 0.520 0.260 0.026 0.026 2,350,000.00 17,500.00 6,000.00 30,000.00 40,000.00 40,000.00 42,500.00 94,000.00 5,250.00 600.00 15,600.00 10,400.00 1,040.00 1,105.00 Total HSP

m3 kg ltr OH OH OH OH m2 - Bekisting sloof

0.045 0.300 0.100 0.520 0.260 0.026 0.026

2,350,000.00 17,500.00 6,000.00 30,000.00 40,000.00 40,000.00 42,500.00

105,750.00 5,250.00 600.00 15,600.00 10,400.00 1,040.00 1,105.00 Total HSP

3 A.SNI'08

1 m2 - Bekisting kolom a. Bahan : - Kayu hutan papan - Kayu hutan balok - Paku - Plywood - Minyak bekisting b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

m3 m3 kg lbr ltr OH OH OH OH m2 - Bekisting kolom

0.040 0.015 0.400 0.350 0.200 0.660 0.330 0.033 0.033

2,350,000.00 2,200,000.00 17,500.00 62,000.00 6,000.00 30,000.00 40,000.00 40,000.00 42,500.00

94,000.00 33,000.00 7,000.00 21,700.00 1,200.00 19,800.00 13,200.00 1,320.00 1,402.50 Total HSP

4 A.SNI'08

1 m2 - Bekisting balok a. Bahan : - Kayu hutan papan - Kayu hutan balok - Paku - Plywood - Minyak bekisting b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

m3 m3 kg lbr ltr OH OH OH OH m2 - Bekisting balok

0.040 0.018 0.400 0.350 0.200 0.660 0.330 0.033 0.033

2,350,000.00 2,200,000.00 17,500.00 62,000.00 6,000.00 30,000.00 40,000.00 40,000.00 42,500.00

94,000.00 39,600.00 7,000.00 21,700.00 1,200.00 19,800.00 13,200.00 1,320.00 1,402.50 Total HSP

5

1 m3 - Pilecap 1 - Bekisting pondasi - Pembesian beton, besi polos/ulir - Campuran beton K-225 m3 - Pilecap 1

m2 kg m3

0.440 40.000 1.000

128,000.00 12,060.00 782,393.00

56,260.57 482,400.00 782,393.00 Total HSP

6

1 m3 - Pilecap 2 - Bekisting pondasi - Pembesian beton, besi polos/ulir - Campuran beton K-225 m3 - Pilecap 2

m2 kg m3

0.541 55.000 1.000

128,000.00 12,060.00 782,393.00

69,264.00 663,300.00 782,393.00 Total HSP

7

1 m3 - Pilecap 3 - Bekisting pondasi - Pembesian beton, besi polos/ulir - Campuran beton K-225 m3 - Pilecap 3

m2 kg m3

0.816 250.000 1.000

128,000.00 12,060.00 782,393.00

104,397.91 3,015,000.00 782,393.00 Total HSP

8

1 m3 - Pilecap 4 - Bekisting pondasi - Pembesian beton, besi polos/ulir - Campuran beton K-225 m3 - Pilecap 4

m2 kg m3

1.166 190.000 1.000

128,000.00 12,060.00 782,393.00

149,184.00 2,291,400.00 782,393.00 Total HSP

PEK. BETON BERTULANG9 1 m3 - Sloof 30/55 (TB1) - Bekisting sloof - Pembesian beton, besi polos/ulir - Campuran beton K-225 m2 kg m3 2.220 135.000 1.000 139,750.00 12,060.00 782,393.00 310,245.00 1,628,100.00 782,393.00 Total HSP

m3 - Sloof 30/55 (TB1) 10 1 m3 - Sloof 25/50 (TB2) - Bekisting sloof - Pembesian beton, besi polos/ulir - Campuran beton K-225

m2 kg m3

2.664 140.000 1.000

139,750.00 12,060.00 782,393.00

372,294.00 1,688,400.00 782,393.00 Total HSP

m3 - Sloof 25/50 (TB2) 11 1 m3 - Sloof 20/35 (TB3) - Bekisting sloof - Pembesian beton, besi polos/ulir - Campuran beton K-225

m2 kg m3

3.330 105.000 1.000

139,750.00 12,060.00 782,393.00

465,367.50 1,266,300.00 782,393.00 Total HSP

m3 - Sloof 20/35 (TB3) 12 1 m3 - Sloof 15/20 (TB4) - Bekisting sloof - Pembesian beton, besi polos/ulir - Campuran beton K-225

m2 kg m3

4.440 145.000 1.000

139,750.00 12,060.00 782,393.00

620,490.00 1,748,700.00 782,393.00 Total HSP

m3 - Sloof 15/20 (TB4) 13 1 m3 - Kolom 60 x 60 cm (K1) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.333 130.000 1.000

192,620.00 12,060.00 788,695.00

642,066.67 1,567,800.00 788,695.00 Total HSP

m3 - Kolom 60 x 60 cm (K1) 14 1 m3 - Kolom 60 x 60 cm (K2) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.333 105.000 1.000

192,620.00 12,060.00 788,695.00

642,066.67 1,266,300.00 788,695.00 Total HSP

m3 - Kolom 60 x 60 cm (K2) 15 1 m3 - Kolom 30 x 60 cm (K3) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

5.000 120.000 1.000

192,620.00 12,060.00 788,695.00

963,100.00 1,447,200.00 788,695.00 Total HSP

m3 - Kolom 30 x 60 cm (K3) 16 1 m3 - Kolom 60 x 90 cm (K4) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

2.778 110.000 1.000

192,620.00 12,060.00 788,695.00

535,055.56 1,326,600.00 788,695.00 Total HSP

m3 - Kolom 60 x 90 cm (K4) 17 1 m3 - Kolom 40 x 100 cm (K5) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.500 120.000 1.000

192,620.00 12,060.00 788,695.00

674,170.00 1,447,200.00 788,695.00 Total HSP

m3 - Kolom 40 x 100 cm (K5) 18 1 m3 - Kolom 25 x 30 cm (K6) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

7.333 130.000 1.000

192,620.00 12,060.00 788,695.00

1,412,546.67 1,567,800.00 788,695.00 Total HSP

m3 - Kolom 25 x 30 cm (K6) 19 1 m3 - Kolom 30 x 30 cm (K7) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

6.667 185.000 1.000

192,620.00 12,060.00 788,695.00

1,284,133.33 2,231,100.00 788,695.00 Total HSP

m3 - Kolom 30 x 30 cm (K7)

PEK. BETON BERTULANG20 1 m3 - Kolom 30 x 30 cm (K8) - Bekisting kolom - Pembesian beton, besi polos/ulir - Campuran beton K-300 m2 kg m3 6.667 150.000 1.000 192,620.00 12,060.00 788,695.00 1,284,133.33 1,809,000.00 788,695.00 Total HSP

m3 - Kolom 30 x 30 cm (K8) 21 1 m3 - Balok 35/70 (Bi1) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.082 170.000 1.000

192,620.00 12,060.00 788,695.00

593,584.08 2,050,200.00 788,695.00 Total HSP

m3 - Balok 35/70 (Bi1) 22 1 m3 - Balok 35/75 (Bi2) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.067 180.000 1.000

192,620.00 12,060.00 788,695.00

590,701.33 2,170,800.00 788,695.00 Total HSP

m3 - Balok 35/75 (Bi2) 23 1 m3 - Balok 25/50 (Bi3) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

4.040 175.000 1.000

192,620.00 12,060.00 788,695.00

778,184.80 2,110,500.00 788,695.00 Total HSP

m3 - Balok 25/50 (Bi3) 24 1 m3 - Balok 30/60 (Ba1) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.500 160.000 1.000

192,620.00 12,060.00 788,695.00

674,170.00 1,929,600.00 788,695.00 Total HSP

m3 - Balok 30/60 (Ba1) 25 1 m3 - Balok 20/40 (Ba2) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

4.750 130.000 1.000

192,620.00 12,060.00 788,695.00

914,945.00 1,567,800.00 788,695.00 Total HSP

m3 - Balok 20/40 (Ba2) 26 1 m3 - Balok 20/35 (Ba3) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

4.714 120.000 1.000

192,620.00 12,060.00 788,695.00

908,065.71 1,447,200.00 788,695.00 Total HSP

m3 - Balok 20/35 (Ba3) 27 1 m3 - Balok 20/30 (Ba4) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

3.583 60.000 1.000

192,620.00 12,060.00 788,695.00

690,221.67 723,600.00 788,695.00 Total HSP

m3 - Balok 20/30 (Ba4) 28 1 m3 - Balok 15/20 (Ba5) - Bekisting balok - Pembesian beton, besi polos/ulir - Campuran beton K-300

m2 kg m3

5.167 160.000 1.000

192,620.00 12,060.00 788,695.00

995,203.33 1,929,600.00 788,695.00 Total HSP

m3 - Balok 15/20 (Ba5)

99,850.00

Rp28,145.00 Rp128,000.00

111,600.00

Rp28,145.00 Rp139,750.00

156,900.00

Rp35,722.50 Rp192,620.00

163,500.00

Rp35,722.50 Rp199,220.00

Rp1,321,053.57 Rp1,321,050.00

Rp1,514,957.00 Rp1,514,960.00

Rp3,901,790.91 Rp3,901,790.00

Rp3,222,977.00 Rp3,222,980.00

Rp2,720,738.00 Rp2,720,740.00

Rp2,843,087.00 Rp2,843,090.00

Rp2,514,060.50 Rp2,514,060.00

Rp3,151,583.00 Rp3,151,580.00

Rp2,998,561.67 Rp2,998,560.00

Rp2,697,061.67 Rp2,697,060.00

Rp3,198,995.00 Rp3,199,000.00

Rp2,650,350.56 Rp2,650,350.00

Rp2,910,065.00 Rp2,910,070.00

Rp3,769,041.67 Rp3,769,040.00

Rp4,303,928.33 Rp4,303,930.00

Rp3,881,828.33 Rp3,881,830.00

Rp3,432,479.08 Rp3,432,480.00

Rp3,550,196.33 Rp3,550,200.00

Rp3,677,379.80 Rp3,677,380.00

Rp3,392,465.00 Rp3,392,470.00

Rp3,271,440.00 Rp3,271,440.00

Rp3,143,960.71 Rp3,143,960.00

Rp2,202,516.67 Rp2,202,520.00

Rp3,713,498.33 Rp3,713,500.00

PEK. BETON BERTULANG1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 1 m2 - Bekisting pondasi 1 m2 - Bekisting sloof 1 m2 - Bekisting kolom 1 m2 - Bekisting balok 1 m3 - Pilecap 1 1 m3 - Pilecap 2 1 m3 - Pilecap 3 1 m3 - Pilecap 4 1 m3 - Sloof 30/55 (TB1) 1 m3 - Sloof 25/50 (TB2) 1 m3 - Sloof 20/35 (TB3) 1 m3 - Sloof 15/20 (TB4) 1 m3 - Kolom 60 x 60 cm (K1) 1 m3 - Kolom 60 x 60 cm (K2) 1 m3 - Kolom 30 x 60 cm (K3) 1 m3 - Kolom 60 x 90 cm (K4) 1 m3 - Kolom 40 x 100 cm (K5) 1 m3 - Kolom 25 x 30 cm (K6) 1 m3 - Kolom 30 x 30 cm (K7) 1 m3 - Kolom 30 x 30 cm (K8) 1 m3 - Balok 35/70 (Bi1) 1 m3 - Balok 35/75 (Bi2) 1 m3 - Balok 25/50 (Bi3) 1 m3 - Balok 30/60 (Ba1) 1 m3 - Balok 20/40 (Ba2) 1 m3 - Balok 20/35 (Ba3) 1 m3 - Balok 20/30 (Ba4) 1 m3 - Balok 15/20 (Ba5) 128,000.00 139,750.00 192,620.00 199,220.00 1,321,050.00 1,514,960.00 3,901,790.00 3,222,980.00 2,720,740.00 2,843,090.00 2,514,060.00 3,151,580.00 2,998,560.00 2,697,060.00 3,199,000.00 2,650,350.00 2,910,070.00 3,769,040.00 4,303,930.00 3,881,830.00 3,432,480.00 3,550,200.00 3,677,380.00 3,392,470.00 3,271,440.00 3,143,960.00 2,202,520.00 3,713,500.00

ANALISA BIAYA KONSTRUKSI (ABK)KODE ABK JENIS PEKERJAAN SAT. INDEKS HARGA SAT. (Rp.) JUMLAH (Rp.)

1.1.1. A.SNI'02

PEK. PERSIAPAN1 m1 - Bouwplank a. Bahan : - Kayu hutan balok - Paku - Kayu hutan papan b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m1 - Bouwplank 0.012 Err:508 0.020 Err:508 0.007 Err:508 Err:508 0.100 Err:508 0.100 Err:508 0.010 Err:508 0.005 Err:508 Total HSP Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

1.2.1 A.SNI'02

1 m2 - Pembuatan direksi keet a. Bahan : - Kayu hutan balok rev.dolken - Kayu hutan balok - Paku - Semen / PC (40 kg) - Pasir beton - Koral beton - Seng gelombang b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Pembuatan direksi keet

0.054 Err:508 0.210 Err:508 0.300 Err:508 0.262 Err:508 0.030 Err:508 0.050 Err:508 1.500 Err:508 Err:508 1.000 Err:508 2.000 Err:508 0.200 Err:508 0.050 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

2.2.1.1 A.SNI'08

PEK. TANAH1 m3 - Galian tanah biasa, 1 meter a. Tenaga : - Pekerja - Mandor Err:508 Err:508 0.750 Err:508 0.025 Err:508 Total HSP Err:508 Err:508

m3 - Galian tanah biasa, 1 meter 2.1.3 A.SNI'08 1 m3 - Galian tanah biasa, 3 meter a. Tenaga : - Pekerja - Mandor

Err:508 Err:508

1.050 Err:508 0.067 Err:508 Total HSP

Err:508 Err:508

m3 - Galian tanah biasa, 3 meter 2.1.4 A.SNI'08 1 m3 - Galian tanah keras, 1 meter a. Tenaga : - Pekerja - Mandor

Err:508 Err:508

1.000 Err:508 0.032 Err:508 Total HSP

Err:508 Err:508

m3 - Galian tanah keras, 1 meter 2.2.1 A.SNI'08 1 m3 - Urugan pasir a. Bahan : - Pasir urug b. Tenaga : - Pekerja - Mandor

Err:508 Err:508 Err:508 Err:508 m3 - Urugan pasir

1.200 Err:508 Err:508 0.300 Err:508 0.010 Err:508 Total HSP

Err:508 Err:508 Err:508

2.2.2 A.SNI'08

1 m3 - Urugan sirtu a. Bahan : - Sirtu b. Tenaga : - Pekerja - Mandor

Err:508 Err:508 Err:508 Err:508 m3 - Urugan sirtu

1.200 Err:508 Err:508 0.250 Err:508 0.025 Err:508 Total HSP

Err:508 Err:508 Err:508

2.2.4 A.SNI'07

1 m3 - Urugan tanah kembali a. Tenaga : - Pekerja - Mandor

Err:508 Err:508 m3 - Urugan tanah kembali

0.250 Err:508 0.008 Err:508 Total HSP

Err:508 Err:508

2.4. A.SNI'08

1 m3 - Pembuangan tanah a. Tenaga : - Pekerja - Mandor

Err:508 Err:508

0.330 Err:508 0.010 Err:508

Err:508 Err:508

KODE ABK

JENIS PEKERJAAN

SAT. m3 - Pembuangan tanah

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.) Total HSP

2.5. 2.1.1 2.1.2 galian tanah

1 m1 - Bor strauss (diameter 30 cm) a. Tenaga : - Pekerja - Mandor

Err:508 Err:508

0.750 Err:508 0.045 Err:508 Total HSP

Err:508 Err:508

m1 - Bor strauss (diameter 30 cm)

KODE ABK

JENIS PEKERJAAN

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.)

3.3.1. A.SNI'08

PEK. PASANGAN ; PLESTERAN & LANTAI1 m3 - Aanstampeng a. Bahan : - Batu kali/belah - Pasir urug b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m3 - Aanstampeng 1.200 Err:508 0.432 Err:508 Err:508 0.780 Err:508 0.390 Err:508 0.039 Err:508 0.039 Err:508 Total HSP Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

3.2.2 A.SNI'08

1 m3 - Pondasi batu kali, 1 PC : 5 PP a. Bahan : - Batu kali/belah - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

1.200 Err:508 3.400 Err:508 0.544 Err:508 Err:508 1.500 Err:508 0.750 Err:508 0.075 Err:508 0.075 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m3 - Pondasi batu kali, 1 PC : 5 PP 3.4.1 A.SNI'08 1 m2 - Bata merah, 1 PC : 3 PP (tebal 1 BT) a. Bahan : - Bata merah - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

140.000 Err:508 0.824 Err:508 0.091 Err:508 Err:508 0.600 Err:508 0.200 Err:508 0.020 Err:508 0.030 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Bata merah, 1 PC : 3 PP (tebal 1 BT) 3.4.2 A.SNI'08 1 m2 - Bata merah, 1 PC : 5 PP (tebal 1 BT) a. Bahan : - Bata merah - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

140.000 Err:508 0.555 Err:508 0.102 Err:508 Err:508 0.600 Err:508 0.200 Err:508 0.020 Err:508 0.030 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Bata merah, 1 PC : 5 PP (tebal 1 BT) 3.4.4 A.SNI'08 1 m2 - Bata merah, 1 PC : 3 PP (tebal 1/2 BT) a. Bahan : - Bata merah - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

70.000 Err:508 0.359 Err:508 0.040 Err:508 Err:508 0.300 Err:508 0.100 Err:508 0.010 Err:508 0.015 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Bata merah, 1 PC : 3 PP (tebal 1/2 BT) 3.4.5 A.SNI'08 1 m2 - Bata merah, 1 PC : 5 PP (tebal 1/2 BT) a. Bahan : - Bata merah - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

70.000 Err:508 0.242 Err:508 0.045 Err:508 Err:508 0.300 Err:508 0.100 Err:508 0.010 Err:508 0.015 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Bata merah, 1 PC : 5 PP (tebal 1/2 BT) 3.8.1 A.SNI'08 1 m2 - Plesteran, 1 PC : 3 PP (t= 15 mm) a. Bahan : - Semen / PC (40 kg) - Pasir pasang b. Tenaga : - Pekerja

Err:508 Err:508 Err:508 Err:508

0.194 Err:508 0.023 Err:508 Err:508 0.300 Err:508

Err:508 Err:508 Err:508

KODE ABK

JENIS PEKERJAAN - Tukang batu - Kepala tukang - Mandor

SAT. Err:508 Err:508 Err:508

INDEKS

HARGA SAT. (Rp.) 0.150 Err:508 0.015 Err:508 0.015 Err:508

JUMLAH (Rp.) Err:508 Err:508 Err:508 Total HSP

m2 - Plesteran, 1 PC : 3 PP (t= 15 mm) 3.8.2 A.SNI'08 1 m2 - Plesteran, 1 PC : 5 PP (t= 15 mm) a. Bahan : - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

0.130 Err:508 0.026 Err:508 Err:508 0.300 Err:508 0.150 Err:508 0.015 Err:508 0.015 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Plesteran, 1 PC : 5 PP (t= 15 mm)

KODE ABK 3.8.5 A.SNI'07

JENIS PEKERJAAN 1 m2 - Plesteran Beton, 1 PC : 2 PP (t=15mm) a. Bahan : - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.) Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

0.233 Err:508 0.018 Err:508 Err:508 0.260 Err:508 0.200 Err:508 0.020 Err:508 0.013 Err:508

m2 - Plesteran Beton, 1 PC : 2 PP (t=15mm) 3.9.1 A.SNI'08 1 m2 - Acian a. Bahan : b. Tenaga :

- Semen / PC (40 kg) Pekerja Tukang batu Kepala tukang Mandor m2 - Acian

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

0.081 Err:508 Err:508 0.200 Err:508 0.100 Err:508 0.010 Err:508 0.010 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

3.9.2 A.SNI'07

1 m1 - Benangan atau Tali air, 1 PC : 2 PP a. Bahan : - Semen / PC (40 kg) - Pasir pasang b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

0.013 Err:508 0.013 Err:508 Err:508 0.075 Err:508 0.050 Err:508 0.005 Err:508 0.004 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m1 - Benangan atau Tali air, 1 PC : 2 PP 3.11.2 A.SNI'08 1 m2 - Keramik Lantai, 20/20 a. Bahan : - Keramik 20/20 - Semen / PC (40 kg) - Pasir pasang - Semen warna b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Keramik Lantai, 20/20

1.060 Err:508 0.260 Err:508 0.045 Err:508 0.041 Err:508 Err:508 0.700 Err:508 0.350 Err:508 0.035 Err:508 0.035 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

3.11.3 A.SNI'08

1 m2 - Keramik Dinding, 20/25 a. Bahan : - Keramik 20/25 - Semen / PC (40 kg) - Pasir pasang - Semen warna b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Keramik Dinding, 20/25

1.025 Err:508 0.233 Err:508 0.018 Err:508 0.049 Err:508 Err:508 0.900 Err:508 0.450 Err:508 0.045 Err:508 0.045 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

3.11.4 A.SNI'08

1 m2 - Keramik Lantai, 30/30 (polos) a. Bahan : - Keramik 30/30 (polos) - Semen / PC (40 kg) - Pasir pasang - Semen warna b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

1.079 Err:508 0.250 Err:508 0.045 Err:508 0.038 Err:508 Err:508 0.700 Err:508 0.350 Err:508 0.035 Err:508 0.035 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Keramik Lantai, 30/30 (polos) 3.11.6 T.SNI'08 3.11.4 keramik 30/30 1 m2 - Keramik Lantai, 40/40 (polos) a. Bahan : - Keramik 40/40 (polos) - Semen / PC (40 kg) - Pasir pasang - Semen warna b. Tenaga : - Pekerja

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

1.061 Err:508 0.245 Err:508 0.045 Err:508 0.033 Err:508 Err:508 0.700 Err:508

Err:508 Err:508 Err:508 Err:508 Err:508

KODE ABK

JENIS PEKERJAAN - Tukang batu - Kepala tukang - Mandor

SAT. Err:508 Err:508 Err:508

INDEKS

HARGA SAT. (Rp.) 0.350 Err:508 0.035 Err:508 0.035 Err:508

JUMLAH (Rp.) Err:508 Err:508 Err:508 Total HSP

m2 - Keramik Lantai, 40/40 (polos) 3.11.8 A.SNI'08 1 m2 - Lantai Granit a. Bahan : - Granit - Semen / PC (40 kg) - Pasir pasang - Semen warna b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Lantai Granit

1.061 Err:508 0.245 Err:508 0.045 Err:508 0.033 Err:508 Err:508 0.250 Err:508 0.125 Err:508 0.013 Err:508 0.013 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

KODE ABK

JENIS PEKERJAAN

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.)

4.4.1.1 A.SNI'08

PEK. BETON BERTULANG1 m3 - Campuran beton K-100, untuk lantai kerja a. Bahan : - Semen / PC (40 kg) - Pasir beton - Koral beton - Air b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 5.750 Err:508 0.638 Err:508 0.761 Err:508 200.000 Err:508 Err:508 1.200 Err:508 0.200 Err:508 0.020 Err:508 0.060 Err:508 Total HSP Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m3 - Campuran beton K-100, untuk lantai kerja 4.1.5 A.SNI'08 1 m3 - Campuran beton K-225 a. Bahan : - Semen / PC (40 kg) - Pasir beton - Koral beton - Air b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m3 - Campuran beton K-225

9.275 Err:508 0.499 Err:508 0.776 Err:508 215.000 Err:508 Err:508 1.650 Err:508 0.275 Err:508 0.028 Err:508 0.083 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

4.1.7 A.SNI'08

1 m3 - Campuran beton K-300 a. Bahan : - Semen / PC (40 kg) - Pasir beton - Koral beton - Air b. Tenaga : Pekerja Tukang batu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m3 - Campuran beton K-300

10.325 Err:508 0.486 Err:508 0.560 Err:508 215.000 Err:508 Err:508 1.650 Err:508 0.275 Err:508 0.028 Err:508 0.083 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

4.2. A.SNI'08

1 kg - Pembesian beton, besi polos/ulir a. Bahan : - Besi beton - Bendrat b. Tenaga : Pekerja Tukang besi Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

1.050 Err:508 0.015 Err:508 0.007 Err:508 0.007 Err:508 0.0007 Err:508 0.0004 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

kg - Pembesian beton, besi polos/ulir 4.4.2 A.SNI'08 1 m3 - Beton bertulang (PLAT SEDERHANA ; TALANG ; LISPLANK) Campuran beton K-100 a. Bahan : - Semen / PC (40 kg) Err:508 - Pasir beton Err:508 - Koral beton Err:508 - Air Err:508 b. Tenaga : - Pekerja Err:508 - Tukang batu Err:508 - Kepala tukang Err:508 - Mandor Err:508 Pembesian beton, besi polos/ulir a. Bahan : - Besi beton - Bendrat b. Tenaga : - Pekerja - Tukang besi - Kepala tukang - Mandor

7.475 Err:508 0.571 Err:508 0.753 Err:508 215.000 Err:508 1.650 Err:508 0.275 Err:508 0.028 Err:508 0.083 Err:508

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

A.SNI'08

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

105.000 Err:508 1.500 Err:508 0.700 Err:508 0.700 Err:508 0.070 Err:508 0.040 Err:508

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m3 - Beton bertulang (PLAT SEDERHANA ; TALANG ; LISPLANK) Total HSP 4.5.1 A.SNI'08 1 m3 - Beton bertulang (STRUKTUR SEDERHANA) (PONDASI ; BALOK LATEI ; RINGBALK ; RING GEWEL ; KONSOL) a. Bahan : - Kayu hutan papan Err:508 - Paku Err:508 - Besi beton Err:508

0.200 Err:508 1.500 Err:508 157.500 Err:508

Err:508 Err:508 Err:508

KODE ABK b. Tenaga : -

JENIS PEKERJAAN Bendrat Semen / PC (40 kg) Pasir beton Koral beton Minyak bekisting Pekerja Tukang batu Tukang kayu Tukang besi Kepala tukang Mandor

SAT. Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

INDEKS

HARGA SAT. (Rp.) 2.250 Err:508 8.400 Err:508 0.540 Err:508 0.810 Err:508 0.400 Err:508 Err:508 5.300 Err:508 0.275 Err:508 1.300 Err:508 1.050 Err:508 0.262 Err:508 0.265 Err:508

JUMLAH (Rp.) Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Total HSP

m3 - Beton bertulang (STRUKTUR SEDERHANA)

KODE ABK 4.5.3 A.SNI'08

JENIS PEKERJAAN

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.)

1 m3 - Beton bertulang (STRUKTUR TIDAK SEDERHANA / GEDUNG BERTINGKAT) (PONDASI ; SLOOF ; KOLOM ; BALOK ; PLAT LANTAI ; KONSOL) a. Bahan : - Kayu hutan papan Err:508 0.270 Err:508 - Paku Err:508 2.000 Err:508 - Besi beton Err:508 210.000 Err:508 - Bendrat Err:508 3.000 Err:508 - Semen / PC (40 kg) Err:508 8.400 Err:508 - Pasir beton Err:508 0.540 Err:508 - Koral beton Err:508 0.810 Err:508 - Minyak bekisting Err:508 0.600 Err:508 Err:508 Err:508 b. Tenaga : - Pekerja Err:508 5.650 Err:508 - Tukang batu Err:508 0.275 Err:508 - Tukang kayu Err:508 1.560 Err:508 - Tukang besi Err:508 1.400 Err:508 - Kepala tukang Err:508 0.323 Err:508 - Mandor Err:508 0.283 Err:508

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m3 - Beton bertulang (STRUKTUR TIDAK SEDERHANA / GEDUNG BERTINGKAT) Total HSP

5.5.3.2 A.SNI'08

PEK. PINTU & JENDELA1 m2 - Rangka daun pintu atau rangka jendela kaca, Kayu Kamper a. Bahan : - Kayu Kamper papan Err:508 - Lem kayu Err:508 Err:508 b. Tenaga : - Pekerja Err:508 - Tukang kayu Err:508 - Kepala tukang Err:508 - Mandor Err:508 0.024 Err:508 0.300 Err:508 Err:508 0.800 Err:508 2.400 Err:508 0.240 Err:508 0.040 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Rangka daun pintu atau rangka jendela kaca, Kayu Kamper HSP Total 5.6.1 A.SNI'08 1 m2 - Pintu teakwood rangkap, rangka Kayu Kamper a. Bahan : - Kayu Kamper papan - Paku - Lem kayu - Teakwood b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

0.025 Err:508 0.030 Err:508 0.300 Err:508 1.000 Err:508 Err:508 0.800 Err:508 2.400 Err:508 0.240 Err:508 0.040 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Pintu teakwood rangkap, rangka Kayu Kamper 5.9.1 A.SNI'02 1 set - Engsel pintu a. Bahan : - Engsel b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 set - Engsel pintu

1.000 Err:508 Err:508 0.015 Err:508 0.150 Err:508 0.015 Err:508 0.00075 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.9.2 A.SNI'02

1 set - Engsel jendela a. Bahan : - Engsel b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 set - Engsel jendela

1.000 Err:508 Err:508 0.010 Err:508 0.100 Err:508 0.010 Err:508 0.0005 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.10.1 A.SNI'02

1 set - Hak angin kait a. Bahan : - Hak angin kait b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 set - Hak angin kait

1.000 Err:508 Err:508 0.015 Err:508 0.150 Err:508 0.015 Err:508 0.00075 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.10.2 A.SNI'02

1 set - Hak angin sikutan a. Bahan : - Hak angin sikutan

Err:508

1.000 Err:508

Err:508

KODE ABK b. Tenaga : -

JENIS PEKERJAAN

SAT. Err:508 Err:508 Err:508 Err:508 Err:508 set - Hak angin sikutan

INDEKS

Pekerja Tukang kayu Kepala tukang Mandor

HARGA SAT. (Rp.) Err:508 0.015 Err:508 0.150 Err:508 0.015 Err:508 0.00075 Err:508

JUMLAH (Rp.) Err:508 Err:508 Err:508 Err:508 Total HSP

5.11.1 A.SNI'02

1 bh - Grendel biasa a. Bahan : - Grendel biasa b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 bh - Grendel biasa

1.000 Err:508 Err:508 0.020 Err:508 0.200 Err:508 0.020 Err:508 0.001 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

KODE ABK 5.11.2 A.SNI'02

JENIS PEKERJAAN 1 bh - Grendel tanam a. Bahan : - Grendel tanam b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.) Err:508 Err:508 Err:508 Err:508 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 bh - Grendel tanam

1.000 Err:508 Err:508 0.020 Err:508 0.200 Err:508 0.020 Err:508 0.001 Err:508

5.12.1 A.SNI'02

1 set - Handle pintu a. Bahan : - Handle pintu b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 set - Handle pintu

1.000 Err:508 Err:508 0.050 Err:508 0.500 Err:508 0.050 Err:508 0.0025 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.12.2 A.SNI'02

1 set - Handle jendela a. Bahan : - Handle jendela b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 set - Handle jendela

1.000 Err:508 Err:508 0.050 Err:508 0.500 Err:508 0.050 Err:508 0.0025 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.13. A.SNI'02

1 bh - Rel pintu dorong a. Bahan : - rel pintu dorong b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 bh - Rel pintu dorong

1.000 Err:508 Err:508 0.060 Err:508 0.600 Err:508 0.060 Err:508 0.0030 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.14.1 A.SNI'02

1 m2 - Kaca bening 5mm a. Bahan : - Kaca bening 5mm b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Kaca bening 5mm

1.100 Err:508 Err:508 0.015 Err:508 0.150 Err:508 0.015 Err:508 0.00075 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

5.14.2 A.SNI'02

1 m2 - Kaca rayban 5mm a. Bahan : - Kaca rayban 5mm b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m2 - Kaca rayban 5mm

1.100 Err:508 Err:508 0.015 Err:508 0.150 Err:508 0.015 Err:508 0.00075 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508

6.6.3.2 A.SNI'08

PEK. ATAP ; PENUTUP ATAP & PLAFOND1 m2 - Usuk & Reng, Kayu Kelas II a. Bahan : - Kayu balok kelas II - Kayu balok kelas II - Paku b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor (5/7) (2/3) Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 0.014 Err:508 0.0036 Err:508 0.250 Err:508 Err:508 0.100 Err:508 0.100 Err:508 0.010 Err:508 0.005 Err:508 Total HSP Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

m2 - Usuk & Reng, Kayu Kelas II 6.6.1 A.SNI'08 1 m1 - Lisplank Kayu Kamper, 3/30 a. Bahan : - Kayu Kamper papan - Paku

Err:508 Err:508 Err:508

0.011 Err:508 0.050 Err:508 Err:508

Err:508 Err:508

KODE ABK b. Tenaga : -

JENIS PEKERJAAN Pekerja Tukang kayu Kepala tukang Mandor

SAT. Err:508 Err:508 Err:508 Err:508

INDEKS

HARGA SAT. (Rp.) 0.100 Err:508 0.200 Err:508 0.020 Err:508 0.005 Err:508

JUMLAH (Rp.) Err:508 Err:508 Err:508 Err:508 Total HSP

m1 - Lisplank Kayu Kamper, 3/30 6.13.2 A.SNI'08 1 m1 - List plafond gypsum a. Bahan : - List gypsum - Paku b. Tenaga : Pekerja Tukang kayu Kepala tukang Mandor

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 m1 - List plafond gypsum

1.050 Err:508 0.010 Err:508 Err:508 0.060 Err:508 0.060 Err:508 0.006 Err:508 0.003 Err:508 Total HSP

Err:508 Err:508 Err:508 Err:508 Err:508 Err:508

KODE ABK

JENIS PEKERJAAN

SAT.

INDEKS

HARGA SAT. (Rp.)

JUMLAH (Rp.)

7.7.1.1 A.SNI'08

PEK. BESI BAJA & ALUMINIUM1 kg - Besi profil a. Bahan : - Besi profil b. Tenaga : Pekerja Tukang las Kepala tukang Mandor kg - Besi profil Err:508 Err:508 Err:508 Err:508 Err:508 Err:508 1.150 Err:508 Err:508 0.060 Err:508 0.060 Err:508 0.006 Err:508 0.003 Err:508 Total HSP Err:508 Err:508 Err:508 Err:508 Err:508

7.1.2 A.SNI'08

1 kg - Baja WF