rab rumah tipe 45-ii tugas

REKAPITULASI PEKERJAAN LOKASI PROVINSI PEMBANGUNAN RUMAH TYPE 45 KOTA LANGSA NANGGROE ACEH DARUSSALAM

NO I II III IV V VI VII VIII IX X XI XII

URAIAN PEKERJAAN

TOTAL BIAYA

Rp 5,810,652.00 PEKERJAAN PERSIAPAN Rp 12,245,845.62 PEKERJAAN PONDASI Rp 24,584,085.84 PEKERJAAN BETON PEKERJAAN PASANGAN & PLESTERAN Rp 31,563,895.62 PEKERJAAN LANTAI Rp 5,167,898.36 PEKERJAAN PENUTUP ATAP Rp 33,367,642.69 PEKERJAAN KUSEN, PINTU & JENDELA Rp 15,278,431.00 PEKERJAAN PENGUNCI & PENGGANTUNG Rp 6,124,846.50 PEKERJAAN LANGIT-LANGIT Rp 6,663,003.56 PEKERJAAN PENGECATAN Rp 5,395,402.64 PEKERJAAN ELEKTRIKAL Rp 3,697,000.00 PEKERJAAN LAIN-LAIN Rp 7,325,000.00 TOTAL PEKERJAAN Rp 157,223,703.82 PPN 10% Rp 15,722,370.38 GRAND TOTAL + PPN 10% Rp 172,946,074.20 PEMBULATAN Rp 172,946,000.00 Terbilang : Seratus Tujuh Puluh Dua Juta Sembilan Ratus Empat Puluh Enam Ribu Rupiah

S

Engineer EstimatePEKERJAAN LOKASI PROVINSI PEMBANGUNAN RUMAH TYPE 45 KOTA LANGSA NANGGROE ACEH DARUSSALAM HARGA SATUAN (Rp) (5) Rp Rp Rp 68,438.00 6,380.00 500,000.00 SUB TOTAL 16,528.00 7,922.20 122,752.00 534,335.00 284,820.30 SUB TOTAL 2,511,094.35 3,742,005.41 3,975,175.81 5,477,441.49 2,871,564.48 7,947,699.71 3,006,601.93 5,180,096.90 14,188.28 SUB TOTAL 80,315.88 73,456.75 80,315.88 73,456.75 SUB TOTAL 71,900.00 122,752.00 60,807.20 60,807.20 66,282.95 78,830.12 SUB TOTAL 230,000.00 75,148.10 75,148.10 14,188.28 SUB TOTAL 6,473,700.00 1,000,000.00 900,000.00 850,000.00 800,000.00 700,000.00 500,000.00 SUB TOTAL Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp JUMLAH HARGA (Rp) (6) 4,037,842.00 1,272,810.00 500,000.00 5,810,652.00 742,801.38 89,005.92 283,434.37 9,938,631.00 1,191,972.96 12,245,845.62 3,098,690.43 8,700,162.59 3,327,222.16 2,201,931.48 2,084,755.81 1,708,755.44 1,404,083.10 2,056,498.47 1,986.36 24,584,085.84 1,495,080.01 9,026,218.53 2,990,160.03 18,052,437.05 31,563,895.62 276,096.00 589,209.60 204,312.19 145,937.28 2,982,732.86 969,610.43 5,167,898.36 23,744,740.00 7,758,139.55 1,502,962.00 361,801.14 33,367,642.69 4,078,431.00 5,000,000.00 900,000.00 1,700,000.00 2,400,000.00 700,000.00 500,000.00 15,278,431.00

NO. (1) I

URAIAN PEKERJAANS

VOLUMES

S

ANALISA (4) SNI 03-2835-2002 - 1 - b SNI 03-2835-2002 - 1 - c Taksir

(2) PEKERJAAN PERSIAPAN 1 Pengukuran dan pemasangan bouwplank 2 Membersihkan lapangan dan perataan 3 Administrasi dan Dokumentasi PEKERJAAN PONDASI Galian tanah pondasi menerus 1 meter Urugan kembali galian pondasi Urugan pasir bawah pondasi menerus Pasangan pondasi batu gunung Aanstamping PEKERJAAN BETON Pondasi Tapak K250 Sloof beton K250 ( 20/25) cm Kolom K250 ( 30 / 30 ) Kolom K175 ( 13/13 ) cm Ring Balok 13 / 15 Balok Latei 13/13 cm Plat Dack t = 10 cm Balok top gavel 11 / 11 cm Lisplank Beton PEKERJAAN PASANGAN & PLESTERAN Pasangan bata, 1 Pc : 2 Ps (transram) Pasangan bata, 1 Pc : 4 Ps (dinding) Plesteran 1 Pc : 2 Ps, tebal 15 mm Plesteran 1 Pc : 4 Ps, tebal 15 mm PEKERJAAN LANTAI Urugan tanah bawah lantai Urugan pasir bawah lantai Beton tumbuk Spesi Pasangan lantai keramik (30 x 30) cm Pasangan lantai keramik (20 x 20) cm PEKERJAAN PENUTUP ATAP Rangka atap baja ringan Penutup atap seng metal Rabung atap Lisplank PEKERJAAN KUSEN, PINTU & JENDELA Kusen pintu, jendela & ventilasi Pintu panel Tipe P1 (Uk. 80 x 210 cm) Pintu panel Tipe P2 (Uk. 70 x 210 cm) Jendela Tipe J1 Triple (Uk. 50 x 180 cm) Jendela Tipe J2 Double (Uk. 50 x 180 cm) Jendela Tipe J3 Single (Uk. 50 x 180 cm) Ventilasi Tipe J4 (Uk. 40 x 180 cm)

(3)

59.00 199.50 1.00

m m2 Ls

II 1 2 3 4 5 III 1 2 3 4 5 6 7 8 9 IV 1 2 3 4 V 1 2 3 4 5 6 VI 1 2 3 4 VII 1 2 3 4 5 6 7

44.94 11.24 2.31 18.60 4.19

m m m m m

SNI 03-2835-2002 - 2 - d.1 SNI 03-2835-2002 - 2 - f SNI 03-2835-2002 - 2 - h SNI 03-2836-2002 - i SNI 03-2836-2002 - j.1

Rp Rp Rp Rp Rp

1.23 2.33 0.84 0.40 0.73 0.22 0.47 0.40 0.14

m m m m m m m m m

SPL. SNI 03-3435-2002 R.7 SUPL SNI 03-3435-2002 U.9 SUPL SNI 03-3435-2002 T.3 SUPL SNI 03-3435-2002 - T.2 SUPL SNI 03-3435-2002 S.1 SUPL SNI 03-3435-2002 U.11 SUPL SNI 03-3435-2002 V.1 SUPL SNI 03-3435-2002 U.10 SNI-03-2836-2002 W.1

Rp Rp Rp Rp Rp Rp Rp Rp Rp

18.62 122.88 37.23 245.76

m2 m2 m2 m2

SNI 03-2837-2002 - 1 - k.2 SNI 03-2837-2002 - 1 - k.3 SNI 03-2837-2002 - 1 - k.2 SNI 03-2837-2002 - 1 - k.3

Rp Rp Rp Rp

3.84 4.80 3.36 2.40 45.00 12.30

m m m m' m2 m2

SNI 03-2835-2002 - 2 - g SNI 03-2835-2002 - 2 - h SNI 03-3435-2002 - M.1 SNI 03-3435-2002 - M.1 SNI-03-2836-2002-A.A.1 SNI-03-2836-2002-A.A.2

Rp Rp Rp Rp Rp Rp

103.24 103.24 20.00 25.50

m2 m2 m m

Taksir SNI-03-2836-2002-O.2 SNI-03-2836-2002-O.2 SNI-03-2836-2002 W.1

Rp Rp Rp Rp

0.63 5.00 1.00 2.00 3.00 1.00 1.00

m bh bh bh bh bh bh

SNI-03-3434-2002-A.C.1 Taksir Taksir Taksir Taksir Taksir Taksir

Rp Rp Rp Rp Rp Rp Rp

halaman 3 dari 29

NO. VIII 1 2 3 4 5 IX

URAIAN PEKERJAAN PEKERJAAN PENGUNCI & PENGGANTUNG Engsel pintu Kunci 2xSlaag Engsel jendela Hak angin jendela Grendel/pacok jendela

VOLUME (3) 18.00 6.00 26.00 26.00 26.00 bh bh bh bh bh

ANALISA

HARGA SATUAN (Rp)

JUMLAH HARGA (Rp)

SNI 03-2838-2002- A.C.7 SNI 03-2838-2002- A.C.8 SNI 03-2838-2002- A.C.7 SNI 03-2838-2002- A.C.10 SNI 03-2838-2002- A.C.8

Rp Rp Rp Rp Rp

30,090.15 129,073.00 30,090.15 25,790.15 129,073.00 SUB TOTAL 65,617.50 26,783.70 19,784.60 SUB TOTAL 12,849.75 17,048.10 17,048.10 16,544.00 17,048.10 SUB TOTAL 65,000.00 62,400.00 80,300.00 4,900.00 17,500.00 19,000.00 119,600.00 82,000.00 85,000.00 1,800,000.00 SUB TOTAL 350,000.00 2,500,000.00 75,000.00 2,000,000.00 500,000.00 SUB TOTAL

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

541,622.70 774,438.00 782,343.90 670,543.90 3,355,898.00 6,124,846.50 3,149,640.00 1,285,617.60 2,227,745.96 6,663,003.56 3,636,312.20 82,683.29 905,254.11 171,230.40 599,922.64 5,395,402.64 585,000.00 187,200.00 401,500.00 4,900.00 35,000.00 38,000.00 478,400.00 82,000.00 85,000.00 1,800,000.00 3,697,000.00 2,100,000.00 2,500,000.00 225,000.00 2,000,000.00 500,000.00 7,325,000.00 157,223,703.82

PEKERJAAN LANGIT-LANGIT 1 Rangka Kayu Plafond Gypsum 2 Plafond gypsum 3 List profil PEKERJAAN PENGECATAN Pengecatan tembok baru Pengecatan bidang kayu baru Pengecatan Bidang plafond gypsum Mengecat Menie Kusen Cat Minyak kayu kusen, pintu, jendela dll PEKERJAAN ELEKTRIKAL Instalasi Lampu Lampu TL 20 Watt Lampu TL 40 Watt Lampu pijar 40 watt Saklar Tunggal Saklar Ganda Stop kontak Box sekering MCB 4 ampere terpasang Pemasangan listrik PLN 4 A PEKERJAAN LAIN-LAIN Dinding Keramik Batu Alam Relief kolom teras Pekerjaan Pot Bunga (50x50) Ukiran beton lambang kejati Plaster Ciprat

48.00 48.00 112.60

m2 m2 m

SNI 03-3434-2002 - N.2 SNI 03-2838-2002- A.C.5 SNI 03-2838-2002- 1 - A.C.7

Rp Rp Rp

X 1 2 3 4 5 XI 1 2 3 4 5 6 7 8 9 10 XII 1 2 3 4 5

282.99 4.85 53.10 10.35 35.19

m2 m2 m2 m2 m2

SNI 03-2838-2002- 6 - Y.3 SNI 03-2838-2002- 6 - Y.1 SNI 03-2838-2002- 6 - Y.1 SNI 03-2838-2002- 6 - Y.4 SNI 03-2838-2002- 6 - Y.1

Rp Rp Rp Rp Rp

9.00 3.00 5.00 1.00 2.00 2.00 4.00 1.00 1.00 1.00

Ttk bh bh bh bh bh bh bh bh bh

Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir Taksir

Rp Rp Rp Rp Rp Rp Rp Rp Rp Rp

TOTAL RENCANA ANGGARAN BIAYA

halaman 4 dari 29

S

6.00 1.00 3.00 1.00 1.00

m2 Ls bh Ls Ls

Taksir Taksir Taksir Taksir Taksir

Rp Rp Rp Rp Rp

DAFTAR ANALISA HARGA SATUAN

PEMASANGAN PAGAR SEMENTARASNI 03-2835-2002 - 1 - a 1m Pagar sementara dari seng tinggi 2 meter Bahan Dolken kayu 8 - 10/400 cm Semen portland 40 KG Seng gelombang 3" - 5" Pasir beton Koral beton Kayu 5/7 Paku biasa 2" - 5" Cat Meni 1.250 Btg 2.500 Kg 1.200 Lbr 0.005 M3 0.009 M3 0.072 M3 0.060 Kg 0.450 Ltr x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. x Rp. 55,000.00 992.50 55,000.00 116,500.00 116,500.00 3,200,000.00 9,600.00 18,400.00 Jumlah (1) Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor 0.200 Oh 0.400 Oh 0.020 Oh 0.020 Oh x Rp. x Rp. x Rp. x Rp. 59,400.00 35,700.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 68,750.00 2,481.25 66,000.00 582.50 1,048.50 230,400.00 576.00 8,280.00 378,118.25 11,880.00 14,280.00 1,470.00 1,124.00 28,754.00 406,872.25

PENGUKURAN DAN PEMASANGAN BOWPLANKSNI 03-2835-2002 - 1 - b 1m Pengukuran dan pemasangan bouwplank Tenaga Tukang Kayu Pekerja Kepala Tukang Mandor 0.100 Oh 0.100 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 59,400.00 35,700.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 5,940.00 3,570.00 735.00 281.00 10,526.00 68,438.00 Kayu 5/7 Paku biasa 2" - 5" Kayu Papan Bouwplank 0.012 M3 0.020 Kg 0.007 M3 x Rp. x Rp. x Rp. 3,200,000.00 9,600.00 2,760,000.00 Jumlah (1) = = = = Rp. Rp. Rp. Rp. 38,400.00 192.00 19,320.00 57,912.00 Bahan

MEMBERSIHKAN LAPANGAN DAN PERATAANSNI 03-2835-2002 - 1 - c 1 m Membersihkan lapangan dan perataan Tenaga Pekerja Mandor 0.100 Oh 0.050 Oh x Rp. x Rp. Jumlah 35,700.00 56,200.00 = = = Rp. Rp. Rp. 3,570.00 2,810.00 6,380.00

PEKERJAAN GALIAN TANAHSNI 03-2835-2002 - 2 - d.1 1 M3 Galian tanah biasa sedalam 1 meter Tenaga Pekerja Mandor

0.400 Oh 0.040 Oh

x Rp. x Rp. Jumlah

35,700.00 56,200.00

= = =

Rp. Rp. Rp.

14,280.00 2,248.00 16,528.00

SNI 03-2835-2002 - 2 - d.2 1 M3 Galian tanah biasa sedalam 2 meter Tenaga Pekerja Mandor 0.526 Oh 0.052 Oh x Rp. x Rp. Jumlah 35,700.00 56,200.00 = = = Rp. Rp. Rp. 18,778.20 2,922.40 21,700.60

PEKERJAAN URUGANSNI 03-2835-2002 - 2 - f 1 M3 Urugan kembali Tenaga Pekerja Mandor

0.192 Oh 0.019 Oh

x Rp. x Rp. Jumlah

35,700.00 56,200.00

= = =

Rp. Rp. Rp.

6,854.40 1,067.80 7,922.20

TIMBUNAN DAN PEMADATAN TANAHSNI 03-2835-2002 - 2 - g 1 M3 Timbunan & Pemadatan Tanah Bahan Tanah Timbun

1.200 M3

x Rp.

42,700.00 Jumlah (1)

= = = = = =

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

51,240.00 51,240.00 17,850.00 2,810.00 20,660.00 71,900.00

-

Pekerja Mandor

0.500 Oh 0.050 Oh

x Rp. x Rp. Jumlah

35,700.00 56,200.00

Jumlah (1) + (2)

URUGAN KEMBALISNI 03-2835-2002 - 2 - h 1 M3 Urugan pasir Bahan Pasir urug Tenaga Pekerja Mandor 0.300 Oh 0.010 Oh x Rp. x Rp. 35,700.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = Rp. Rp. Rp. Rp. 10,710.00 562.00 11,272.00 122,752.00

1.200 M3

x Rp.

92,900.00 Jumlah (1)

= =

Rp. Rp.

111,480.00 111,480.00

PASANGAN BATU KALISNI 03-2836-2002 - i 1 M3 Pasang pondasi batu kali, 1 Pc : 3 Ps Bahan Batu belah Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 1.500 Oh 0.600 Oh 0.060 Oh 0.075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 53,550.00 35,640.00 4,410.00 4,215.00 97,815.00 534,335.00 Semen Portland 40 kg Pasir Pasang

1.100 M3 202.000 Kg 0.485 M3

x Rp. x Rp. x Rp.

167,400.00 992.50 107,000.00 Jumlah (1)

= = = =

Rp. Rp. Rp. Rp.

184,140.00 200,485.00 51,895.00 436,520.00

PASANGAN BATU KOSONG / AANSTAMPINGSNI 03-2836-2002 - j.1 1 M Pasang pondasi batu kosong Bahan Batu belah Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.780 Oh 0.390 Oh 0.039 Oh 0.039 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2836-2002 - 2 -j.2 1 M3 Pasang batu apung/koral kosong Bahan Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.780 Oh 0.390 Oh 0.039 Oh 0.039 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 27,846.00 23,166.00 2,866.50 2,191.80 56,070.30 125,670.30 Batu apung 1.200 M3 3

Pasir urug

1.200 M3 0.300 M3

x Rp. x Rp.

167,400.00 92,900.00 Jumlah (1)

= = = = = = = = =

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

200,880.00 27,870.00 228,750.00 27,846.00 23,166.00 2,866.50 2,191.80 56,070.30 284,820.30

x Rp.

58,000.00 Jumlah (1)

= =

Rp. Rp.

69,600.00 69,600.00

PASANGAN BATA MERAHSNI 03-2837-2002 - 1 - k 1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 2 Ps Bahan Bata merah 5 x 11 x 22 cm 140.000 Bh Semen portland 40 kg Pasir pasang 43.500 Kg 0.080 M3

x Rp. x Rp. x Rp. Jumlah (1)

550.00 992.50 107,000.00

= = = =

Rp. Rp. Rp. Rp.

77,000.00 43,173.75 8,560.00 128,733.75

Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.650 Oh 0.200 Oh 0.020 Oh 0.030 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2837-2002 - 1 - k.1 1 M2 Pasangan bata merah tebal 1 bata, 1 Pc : 4 Ps Bahan Bata merah 5 x 11 x 22 cm 140.000 Bh Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.650 Oh 0.200 Oh 0.020 Oh 0.030 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2837-2002 - 1 - k.2 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 2 Ps Bahan Bata merah 5 x 11 x 22 cm 70.000 Bh Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.320 Oh 0.100 Oh 0.010 Oh 0.015 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2837-2002 - 1 - k.3 1 M2 Pasangan bata merah tebal 1/2 bata, 1 Pc : 4 Ps Bahan Bata merah 5 x 11 x 22 cm 70.000 Bh Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.320 Oh 0.100 Oh 0.010 Oh 0.015 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 11,424.00 5,940.00 735.00 843.00 18,942.00 73,456.75 Semen portland 40 kg Pasir pasang 11.500 Kg 0.043 M3 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 11,424.00 5,940.00 735.00 843.00 18,942.00 80,315.88 Semen portland 40 kg Pasir pasang 18.950 Kg 0.038 M3 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 23,205.00 11,880.00 1,470.00 1,686.00 38,241.00 151,542.88 Semen portland 40 kg Pasir pasang 26.550 Kg 0.093 M3 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 23,205.00 11,880.00 1,470.00 1,686.00 38,241.00 166,974.75


550.00 992.50 107,000.00

= = = =

Rp. Rp. Rp. Rp.

77,000.00 26,350.88 9,951.00 113,301.88


550.00 992.50 107,000.00

= = = =

Rp. Rp. Rp. Rp.

38,500.00 18,807.88 4,066.00 61,373.88


550.00 992.50 107,000.00

= = = =

Rp. Rp. Rp. Rp.

38,500.00 11,413.75 4,601.00 54,514.75

PASANGAN PLESTERANSNI 03-2837-2002 - 2- L.1 1 M2 Plesteran 1 Pc : 2 Ps, tebal 15 mm Bahan Semen portland 40 kg Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.200 Oh 0.150 Oh 0.015 Oh 0.010 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2837-2002 - 2- L.2 1 M2 Plesteran 1 Pc : 4 Ps, tebal 15 mm Bahan Semen portland 40 kg Pasir pasang = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 7,140.00 8,910.00 1,102.50 562.00 17,714.50 27,989.60 Pasir pasang

8.520 Kg 0.017 M3

x Rp. x Rp. Jumlah (1)

992.50 107,000.00

= = =

Rp. Rp. Rp.

8,456.10 1,819.00 10,275.10

5.200 Kg 0.020 M3


992.50 107,000.00

= = =

Rp. Rp. Rp.

5,161.00 2,140.00 7,301.00

Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.200 Oh 0.150 Oh 0.015 Oh 0.010 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2837-2002 - 2- L.3 1 M2 Plesteran Beton 1 Pc : 3 Ps, tebal 15 mm Bahan Semen portland 40 kg Pasir pasang = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 7,140.00 8,910.00 1,102.50 562.00 17,714.50 25,015.50

6.480 Kg 0.019 M3


992.50 107,000.00

= = =

Rp. Rp. Rp.

6,431.40 2,033.00 8,464.40

Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 0.200 Oh 0.150 Oh 0.015 Oh 0.010 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 7,140.00 8,910.00 1,102.50 562.00 17,714.50 26,178.90

LANTAI KERJASNI 03-3435-2002 - M.1 1 M2 Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan Semen portland 40 kg Pasir beton Koral beton 10.000 Kg 0.026 M 0.044 M x Rp. x Rp. x Rp. 992.50 116,500.00 116,500.00 Jumlah (1) = = = = Rp. Rp. Rp. Rp. 9,925.00 3,029.00 5,126.00 18,080.00

Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 1.150 Oh 0.020 Oh 0.002 Oh 0.006 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-3435-2002 - M.2 1 M Membuat lantai kerja beton tumbuk, 1 Pc : 3 Ps : 5 Kr Bahan Tenaga Pekerja Tukang Batu Kepala Tukang Mandor 1.650 Oh 0.250 Oh 0.025 Oh 0.080 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 58,905.00 14,850.00 1,837.50 4,496.00 80,088.50 458,388.50 Semen portland 40 kg Pasir beton Koral beton 218.000 Kg 0.520 M 0.870 M x Rp. x Rp. x Rp. 992.50 116,500.00 116,500.00 Jumlah (1) = = = = Rp. Rp. Rp. Rp. 216,365.00 60,580.00 101,355.00 378,300.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 41,055.00 1,188.00 147.00 337.20 42,727.20 60,807.20

RANGKA LANGIT-LANGITSNI 03-3434-2002 - N.1 1 M Pasang rangka langit-langit metal furing Bahan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 0.150 Oh 0.250 Oh 0.025 Oh 0.075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-3434-2002 - N.2 1 M Pasang rangka langit-langit Kayu Bahan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 0.150 Oh 0.250 Oh 0.025 Oh 0.075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 5,355.00 14,850.00 1,837.50 4,215.00 26,257.50 65,617.50 Kayu 5/7 Paku biasa 2" - 5" 0.012 M2 0.100 Kg x Rp. x Rp. 3,200,000.00 9,600.00 Jumlah (1) = = = Rp. Rp. Rp. 38,400.00 960.00 39,360.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 5,355.00 14,850.00 1,837.50 4,215.00 26,257.50 50,317.50 Hollow metal furing Paku biasa 2" - 5" 1.100 M2 0.100 Kg x Rp. x Rp. 21,000.00 9,600.00 Jumlah (1) = = = Rp. Rp. Rp. 23,100.00 960.00 24,060.00

PEKERJAAN ATAPSNI-03-2836-2002 - O.1 1 M2 Atap Seng Genteng Metal Bahan Tenaga Kerja Pekerja Kepala Tukang Mandor Tukang kayu 0.200 Oh 0.010 Oh 0.001 Oh 0.100 Oh x Rp. x Rp. x Rp. x Rp. Genteng Metal Paku asbes 1.020 Lbr 0.200 Kg x Rp. x Rp. 59,000.00 11,000.00 Jumlah (1) 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah 1 + 2 SNI-03-2836-2002-O.2 1 M' Rabung Seng Genteng Metal Bubungan Paku seng 1.100 Lbr 0.050 Kg x Rp. x Rp. 50,000.00 9,600.00 Jumlah (1) Tenaga Kerja Pekerja Kepala Tukang Mandor Tukang kayu 0.250 Oh 0.015 Oh 0.013 Oh 0.150 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah 1 + 2 SNI-03-2836-2002-O.2 1 M' Penutup Atap Seng Metal Bubungan Paku seng 1.100 Lbr 0.050 Kg x Rp. x Rp. 50,000.00 9,600.00 Jumlah (1) Tenaga Kerja Pekerja Kepala Tukang Mandor Tukang kayu 0.250 Oh 0.015 Oh 0.013 Oh 0.150 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah 1 + 2 = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 55,000.00 480.00 55,480.00 8,925.00 1,102.50 730.60 8,910.00 19,668.10 75,148.10 = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 55,000.00 480.00 55,480.00 8,925.00 1,102.50 730.60 8,910.00 19,668.10 75,148.10 = = = = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. Rp. 60,180.00 2,200.00 62,380.00 7,140.00 735.00 56.20 5,940.00 13,871.20 76,251.20

PEKERJAAN BETONSNI 03-3435-2002 - P.1 1 M Membuat beton bertulang (K 175) Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 6.000 Oh 1.000 Oh 0.100 Oh 0.300 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 214,200.00 59,400.00 7,350.00 16,860.00 297,810.00 793,700.00 Semen portland 40 kg Pasir beton Koral beton 340.000 Kg 0.540 M 0.820 M x Rp. x Rp. x Rp. 992.50 116,500.00 116,500.00 Jumlah (1) = = = = Rp. Rp. Rp. Rp. 337,450.00 62,910.00 95,530.00 495,890.00

SNI 03-3435-2002 - p.2 1 M Membuat beton brtulang (K 275) Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 6.000 Oh 1.000 Oh 0.100 Oh 0.300 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 214,200.00 59,400.00 7,350.00 16,860.00 297,810.00 836,940.00 Semen portland 40 kg Pasir beton Koral beton 400.000 Kg 0.400 M 0.820 M x Rp. x Rp. x Rp. 992.50 116,500.00 116,500.00 Jumlah (1) = = = = Rp. Rp. Rp. Rp. 397,000.00 46,600.00 95,530.00 539,130.00

PEKERJAAN PEMBESIANSNI 03-3435-2002 - Q.1 1 Kg Pembesian dengan besi polos atau besi ulir Bahan Tenaga Pekerja Tukang Besi Kepala tukang Mandor 0.007 Oh 0.007 Oh 0.0007 Oh 0.0003 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 249.90 415.80 51.45 16.86 734.01 6,849.51 Besi beton polos Kawat beton 1.050 Kg 0.015 Kg x Rp. x Rp. 5,700.00 8,700.00 Jumlah (1) = = = Rp. Rp. Rp. 5,985.00 130.50 6,115.50

PEKERJAAN PONDASI BEKISTING PONDASISNI 03-3435-2002 - Q.2 10 M Pasang bekisting untuk pondasi Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.300 Oh 0.260 Oh 0.026 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 10,710.00 15,444.00 1,911.00 281.00 28,346.00 141,626.00 Kayu Bekisting Paku biasa 2" - 5" 0.040 M 0.300 Kg x Rp. x Rp. 2,760,000.00 9,600.00 Jumlah (1) = = = Rp. Rp. Rp. 110,400.00 2,880.00 113,280.00

PEKERJAAN LAIN-LAIN PEMBETONANUntuk membongkar cetakan dan menyiram beton diperlukan Pekerja 4.000 Oh x Rp. 35,700.00 Jumlah (1) = = Rp. Rp. 142,800.00 142,800.00

PEKERJAAN PONDASISPL. SNI 03-3435-2002 - R.1 1m3 Pondasi Tapak 60 x 60 x 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan 1.000 M #REF! #REF! Kg M2

Hitungan besi x Rp. x Rp. x Rp. x Rp. 793,700.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 793,700.00 #REF! #REF! 142,800.00 #REF!

1.000 Oh

SPL. SNI 03-3435-2002 - R.2 1 m3 Pondasi Tapak 90 x 90 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan 1.000 M #REF! Kg #REF! M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.

Hitungan besi 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 #REF! #REF! 1.000 M Kg 2 M Oh x x x x Rp. Rp. Rp. Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg M2 x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg M2 x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

SPL. SNI 03-3435-2002 R.3 Pondasi Tapak 90 x 195 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan

SPL. SNI 03-3435-2002 R.4 1 m3 Pondasi Tapak 90 x 90 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan

1.000 Oh

SPL. SNI 03-3435-2002 R.4 1 m3 Pondasi Tapak 150 x 150 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan 1.000 M #REF! #REF! Kg M2

x Rp. x Rp. x Rp. x Rp.

836,940.00 6,849.51 86,973.68 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

1.000 Oh

SPL. SNI 03-3435-2002 R.4 1 m3 Pondasi Tapak 150 x 250 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan

1.000 Oh

SPL. SNI 03-3435-2002 R.5 1 m3 Pondasi Tapak 195 x 150 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan 1.000 M #REF! #REF! Kg M2 x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.

Hitungan besi 836,940.00 #REF! #REF! 142,800.00 #REF!

1.000 Oh

SPL. SNI 03-3435-2002 R.6 1 m3 Pondasi Tapak 160 x 80 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan 1.000 M #REF! #REF! Kg M2 x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.

Hitungan besi 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg M2

1.000 Oh

SPL. SNI 03-3435-2002 R.7 1 m3 Pondasi Tapak 80 x 80 tebal 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Menyiram / membongkar cetakan x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! 142,800.00 #REF!

1.000 Oh

PEKERJAAN SLOOFSUPL SNI 03-3435-2002 S.1 1 M3 Sloof Ukuran 20 x 30 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2

Hitungan besi x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 148,000.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 148,000.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg2

M 1.000 Oh

SUPL SNI 03-3435-2002 S.2 1M3

Sloof Ukuran 25 x 40 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 148,000.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 148,000.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 148,000.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 148,000.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 S.3 1M3

Sloof Ukuran 20 x 25 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain

PEKERJAAN KOLOMSUPL SNI 03-3435-2002 T.1 1M3

Hitungan besi 1.000 M #REF! #REF! Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

Kolom 30/30 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain

SUPL SNI 03-3435-2002 - T.2 1 M3 Kolom 13/13 cm Beton K.175 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2


M 1.000 Oh

SUPL SNI 03-3435-2002 T.3 1M3

Kolom 20/20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


836,940.00 6,849.51 86,973.68 142,800.00

= = = =

Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 T.4 1 M3 Kolom 35/40 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2

Hitungan besi x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 T.5 1 M3 Kolom 25/25cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg x x Rp. Rp. Rp. Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.


M2 x

1.000 Oh x

PEKERJAAN BALOKSUPL SNI 03-3435-2002 U.1 1 M3 Balok Latei 13/15 Beton K.175 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2

Hitungan besi x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 U.2 1 M3 Balok Latei 13/18 Beton K.175 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain

SUPL SNI 03-3435-2002 U.3 1 M3 Balok 20/30 Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2


M 1.000 Oh

SUPL SNI 03-3435-2002 U.4 1M3

Hitungan besi 1.000 M #REF! #REF! Kg2

Balok Tangga 40 x 100 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


836,940.00 6,849.51 86,973.68 #REF!

= = = = =

Rp. Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! #REF! #REF! Hitungan besi

M 1.000 Oh

SUPL SNI 03-3435-2002 U.5 1M3

Ring Balok 13 X 15 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg Kg x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

1.000 Kg

SUPL SNI 03-3435-2002 U.6 1 M3 Balok 25 X 35 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg Kg x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp.


1.000 Kg

SUPL SNI 03-3435-2002 U.7 1 M3 Balok 25 X 40 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg Kg x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = SUPL SNI 03-3435-2002 U.8 1 M3 Ring Balok 18 X 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain Rp. Rp. Rp. Rp. Rp.


1.000 Kg

Hitungan besi 1.000 M #REF! #REF! Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 86,973.68 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

SUPL SNI 03-3435-2002 U.9 1 M3 Ring Balok 20 X 25 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2


M 1.000 Oh

SUPL SNI 03-3435-2002 U.10 1M3


Top Gavel 11 x 11 Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


793,700.00 6,849.51 86,973.68 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

793,700.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 U.11 1M3


Balok Latei 13/13 Beton K.175 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


793,700.00 6,849.51 86,973.68 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

793,700.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

PEKERJAAN PLATSUPL SNI 03-3435-2002 V.1 1M3

Hitungan besi 1.000 M Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 793,700.00 6,849.51 142,152.18 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 793,700.00 #REF! #REF! 142,800.00 #REF! Hitungan besi 1.000 M #REF! #REF! Kg2

Plat Dack/Sun Wearing/Listplank T = 8 cm Beton K.175 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain

#REF! #REF!

SUPL SNI 03-3435-2002 V.2 1M3

Plat Tangga T = 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


836,940.00 6,849.51 142,152.18 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

SUPL SNI 03-3435-2002 V.3 1 M3 Plat Tangga T = 30 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain Hitungan besi 1.000 M #REF! #REF! Kg M2 1.000 Oh x Rp. x Rp. x Rp. x Rp. 836,940.00 6,849.51 142,152.18 142,800.00 = = = = = Rp. Rp. Rp. Rp. Rp. 836,940.00 #REF! #REF! 142,800.00 #REF!

SUPL SNI 03-3435-2002 V.4 1 M3 Plat Lantai T = 12 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2


M 1.000 Oh

SUPL SNI 03-3435-2002 V.5 1M3

Plat Lantai T = 10 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain


836,940.00 6,849.51 142,152.18 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! 142,800.00 #REF! Hitungan besi

M 1.000 Oh

SUPL SNI 03-3435-2002 V.6 1 M3 Plat Lantai T = 20 cm Beton K 250 Pekerjaan Besi Cetakan Beton Pekerjan lain-lain 1.000 M #REF! #REF! Kg2


836,940.00 6,849.51 142,152.18 142,800.00

= = = = =

Rp. Rp. Rp. Rp. Rp.

836,940.00 #REF! #REF! 142,800.00 #REF!

M 1.000 Oh

PEKERJAAN LISPLANKSNI-03-2836-2002 W.1 1 M Pasang Listplank 2 x 20 Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.100 Oh 0.100 Oh 0.010 Oh 0.050 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 3,570.00 5,940.00 735.00 2,810.00 13,055.00 14,188.28 Kayu klas II papan Paku biasa 2" - 5" 0.009 0.060 M3 Kg x Rp. x Rp. 64,800.00 9,600.00 Jumlah (1) = = = Rp. Rp. Rp. 557.28 576.00 1,133.28

ITEM PEKERJAAN KAYUSNI 03-2838-2002- 6 -X.1 1 M Residu Bahan Tenaga Pekerja Mandor 0.100 Oh 0.006 Oh x Rp. x Rp. 35,700.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = Rp. Rp. Rp. Rp. 3,570.00 337.20 3,907.20 4,685.20 Residu Kuas 0.350 Ltr 0.010 Bh x Rp. x Rp. 2,000.00 7,800.00 Jumlah (1) = = = Rp. Rp. Rp. 700.00 78.00 778.00

ITEM PEKERJAAN CAT-CATANSNI 03-2838-2002- 6 - Y.1 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis penutup Bahan Cat meni Plamir Cat dasar Cat penutup 0.200 Kg 0.150 Kg 0.170 Kg 0.260 Kg x Rp. x Rp. x Rp. x Rp. 18,400.00 10,700.00 20,400.00 18,000.00 Jumlah (1) Tenaga Pekerja Tukang Cat Kepala tukang Mandor 0.070 Oh 0.009 Oh 0.006 Oh 0.0025 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 6 - Y.2 1 M Pengecatan bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 3 lapis penutup Bahan Tenaga Pekerja Tukang Cat Kepala tukang Mandor 0.070 Oh 0.105 Oh 0.004 Oh 0.003 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 6 - Y.3 1 M Pengecatan tembok baru (1 lapis plamir, 1 lapis cat dasar, 2 lapis cat penutup) Bahan Plamir Cat dasar Cat penutup 0.100 Kg 0.100 Kg 0.260 Kg x Rp. x Rp. x Rp. 10,700.00 20,400.00 18,000.00 Jumlah (1) Tenaga Pekerja Tukang Cat Kepala tukang Mandor 0.020 Oh 0.063 Oh 0.006 Oh 0.003 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 714.00 3,742.20 463.05 140.50 5,059.75 12,849.75 = = = = Rp. Rp. Rp. Rp. 1,070.00 2,040.00 4,680.00 7,790.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,499.00 6,237.00 294.00 140.50 9,170.50 24,223.50 Cat meni Plamir Cat dasar Cat penutup 0.200 Kg 0.150 Kg 0.170 Kg 0.350 Kg x Rp. x Rp. x Rp. x Rp. 18,400.00 10,700.00 20,400.00 18,000.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 3,680.00 1,605.00 3,468.00 6,300.00 15,053.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,499.00 534.60 441.00 140.50 3,615.10 17,048.10 = = = = = Rp. Rp. Rp. Rp. Rp. 3,680.00 1,605.00 3,468.00 4,680.00 13,433.00

SNI 03-2838-2002- 6 - Y.4 1 M Pengecatan meni Bahan Cat meni besi Kuas 0.100 Kg 0.010 Bh x Rp. x Rp. 18,400.00 7,800.00 Jumlah (1) Tenaga Pekerja Tukang Cat Kepala tukang Mandor 0.020 Oh 0.200 Oh 0.020 Oh 0.010 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 714.00 11,880.00 1,470.00 562.00 14,626.00 16,544.00 = = = Rp. Rp. Rp. 1,840.00 78.00 1,918.00

PEKERJAAN KERAMIKSNI-03-2836-2002-A.A.1 1 M2 Lantai keramik 30 x 30 cm Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.600 Oh 0.045 Oh 0.030 Oh 0.100 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI-03-2836-2002-A.A.2 1 M2 Lantai keramik 20 x 20 cm Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.620 Oh 0.035 Oh 0.030 Oh 0.350 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI-03-2836-2002-A.A.3 1 M2 Lantai keramik 40 x 40 cm Bahan Keramik Lantai 40 x 40 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.018 M2 M3 x Rp. x Rp. 50,000.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 50,000.00 231.25 1,926.00 72.20 52,229.45 0.233 Zak x Rp. 0.038 Zak x Rp. = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 22,134.00 2,572.50 1,686.00 20,790.00 47,182.50 78,830.12 Keramik Lantai 20 x 20 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.042 M2 M3 x Rp. x Rp. 26,800.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 26,800.00 282.37 4,494.00 71.25 31,647.62 0.285 Zak x Rp. 0.038 Zak x Rp. = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 21,420.00 3,307.50 1,686.00 5,940.00 32,353.50 66,282.95 Keramik Lantai 30 x 30 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.018 M2 M3 x Rp. x Rp. 31,700.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 31,700.00 231.25 1,926.00 72.20 33,929.45 0.233 Zak x Rp. 0.038 Zak x Rp.

Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.600 Oh 0.045 Oh 0.030 Oh 0.100 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI-03-2836-2002-A.A.4 1 M2 Dinding keramik 20 x 25 cm Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.600 Oh 0.045 Oh 0.030 Oh 0.450 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI-03-2836-2002 - A.A.5 1 M2 Dinding keramik 10 x 20 cm Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.600 Oh 0.045 Oh 0.030 Oh 0.450 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI-03-2836-2002-A.A.6 1 M2 Dinding keramik 40 x 40 cm Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang batu 0.600 Oh 0.045 Oh 0.030 Oh 0.450 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 21,420.00 3,307.50 1,686.00 26,730.00 53,143.50 105,371.51 Keramik Lantai 40 x 40 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.018 M2 M3 x Rp. x Rp. 50,000.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 50,000.00 230.76 1,926.00 71.25 52,228.01 0.233 Zak x Rp. 0.038 Zak x Rp. = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 21,420.00 3,307.50 1,686.00 26,730.00 53,143.50 103,871.51 Keramik Lantai 10 x 20 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.018 M2 M3 x Rp. x Rp. 48,500.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 48,500.00 230.76 1,926.00 71.25 50,728.01 0.233 Zak x Rp. 0.038 Zak x Rp. = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 21,420.00 3,307.50 1,686.00 26,730.00 53,143.50 82,171.51 Keramik dinding 20 x 25 cm Semen portland 40 kg Pasir pasang Semen putih 40 kg 1.000 0.018 M2 M3 x Rp. x Rp. 26,800.00 992.50 107,000.00 1,900.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 26,800.00 230.76 1,926.00 71.25 29,028.01 0.233 Zak x Rp. 0.038 Zak x Rp. = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 21,420.00 3,307.50 1,686.00 5,940.00 32,353.50 84,582.95

PEKERJAAN SANITASI / AIRSNI 03-2838-2002- 2 - A.B.1 Memasang 1 bh kran diameter " atau " Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 0.010 Oh 0.100 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 2 - A.B.2 Memasang 1 bh floor drain Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 0.010 Oh 0.100 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 2 - A.B.3 Memasang Pipa Penguras bak Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 0.010 Oh 0.100 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 2 - A.B.4 Memasang 1 buah kloset jongkok/monoblock Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 3.300 Oh 1.100 Oh 0.001 Oh 0.160 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 117,810.00 65,340.00 73.50 8,992.00 192,215.50 1,537,355.50 Kloset duduk Keramik Setara KIA perlengkapan 1.000 Bh 6.000 % x Rp. x Rp. 1,269,000.00 1,269,000.00 Jumlah (1) = = = Rp. Rp. Rp. 1,269,000.00 76,140.00 1,345,140.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 357.00 5,940.00 735.00 281.00 7,313.00 16,313.00 Pipa Penguras bak 1.000 Bh x Rp. 9,000.00 Jumlah (1) = = Rp. Rp. 9,000.00 9,000.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 357.00 5,940.00 735.00 281.00 7,313.00 39,713.00 Floor drain 1.000 Bh x Rp. 32,400.00 Jumlah (1) = = Rp. Rp. 32,400.00 32,400.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 357.00 5,940.00 735.00 281.00 7,313.00 36,025.50 Kran " atau " Seal teap 1.000 Bh 0.025 Set x Rp. x Rp. 28,500.00 8,500.00 Jumlah (1) = = = Rp. Rp. Rp. 28,500.00 212.50 28,712.50

SNI 03-2838-2002- 2 - A.B.5 Memasang 1 buah kloset duduk/monoblock Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 3.300 Oh 1.100 Oh 0.001 Oh 0.160 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002-2-A.B.6 Memasang 1 buah wastafel Bahan Tenaga Pekerja Tukang Batu Kepala tukang Mandor 1.200 Oh 1.450 Oh 0.150 Oh 0.100 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 2 - A.B.7 Memasang Pipa Hawa Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.010 Oh 0.100 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.B.8 Memasang 1 m pipa PVC tipe AW diameter 4" Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.081 Oh 0.135 Oh 0.0135 Oh 0.004 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,891.70 8,019.00 992.25 230.42 12,133.37 161,863.37 Pipa PVC 3" (kualitas AWE united) Perlengkapan 1.200 M 35.000 % x Rp. x Rp. 96,600.00 96,600.00 Jumlah (1) = = = Rp. Rp. Rp. 115,920.00 33,810.00 149,730.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 357.00 5,940.00 735.00 281.00 7,313.00 32,313.00 Pipa Hawa 1.000 Bh x Rp. 25,000.00 Jumlah (1) = = Rp. Rp. 25,000.00 25,000.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 42,840.00 86,130.00 11,025.00 5,620.00 145,615.00 656,640.00 Wastafel Perlengkapan Semen portland 40 kg Pasir pasang 1.000 Bh 12.000 % 6.000 Kg 3 0.010 M x Rp. x Rp. x Rp. x Rp. 450,000.00 450,000.00 992.50 107,000.00 Jumlah (1) = = = = = Rp. Rp. Rp. Rp. Rp. 450,000.00 54,000.00 5,955.00 1,070.00 511,025.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 117,810.00 65,340.00 73.50 8,992.00 192,215.50 1,537,355.50 Kloset duduk Keramik Setara KIA perlengkapan 1.000 Bh 6.000 % x Rp. x Rp. 1,269,000.00 1,269,000.00 Jumlah (1) = = = Rp. Rp. Rp. 1,269,000.00 76,140.00 1,345,140.00

SNI 03-2838-2002- 2 - A.B.9 Memasang 1 m pipa PVC tipe AW diameter 3" Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.081 Oh 0.135 Oh 0.0135 Oh 0.004 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 2 - A.B.10 Memasang 1 m pipa galvanis diameter " Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.054 Oh 0.090 Oh 0.009 Oh 0.027 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.B.11 Memasang 1 m pipa PVC tipe AW diameter 1" Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.081 Oh 0.135 Oh 0.0135 Oh 0.004 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.B.11 Memasang 1 m pipa PVC tipe AW diameter 3/4" Bahan Tenaga Pekerja Tukang besi Kepala tukang Mandor 0.081 Oh 0.135 Oh 0.0135 Oh 0.004 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,891.70 8,019.00 992.25 230.42 12,133.37 53,983.37 Pipa PVC 1" (kualitas AWE united) Perlengkapan 1.200 M 35.000 % x Rp. x Rp. 27,000.00 27,000.00 Jumlah (1) = = = Rp. Rp. Rp. 32,400.00 9,450.00 41,850.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,891.70 8,019.00 992.25 230.42 12,133.37 53,983.37 Pipa PVC 1" (kualitas AWE united) Perlengkapan 1.200 M 35.000 % x Rp. x Rp. 27,000.00 27,000.00 Jumlah (1) = = = Rp. Rp. Rp. 32,400.00 9,450.00 41,850.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 1,927.80 5,346.00 661.50 1,517.40 9,452.70 25,288.53 Pipa galvanis " Perlengkapan 1.200 M 35.000 % x Rp. x Rp. 10,216.67 10,216.67 Jumlah (1) = = = Rp. Rp. Rp. 12,260.00 3,575.83 15,835.83 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 2,891.70 8,019.00 992.25 230.42 12,133.37 161,863.37 Pipa PVC 3" (kualitas AWE united) Perlengkapan 1.200 M 35.000 % x Rp. x Rp. 96,600.00 96,600.00 Jumlah (1) = = = Rp. Rp. Rp. 115,920.00 33,810.00 149,730.00

PEKERJAAN KAYU DAN KOSENSNI-03-3434-2002-A.C.1 1 M3 Pasang Kayu kosen jendela/pintu Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang kayu 6.000 Oh 2.000 Oh 0.300 Oh 18.000 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) SNI 03-3434-2002 - A.C.2 1 M Pasang pintu panel kayu Klas I Bahan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 1.000 Oh 2.500 Oh 0.250 Oh 0.050 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-3434-2002 - A.C.3 1 M Pasang pintu dan jendela kaca kayu klas I Bahan Tenaga Pekerja Tukang Kayu Kepala Tukang Mandor 0.800 Oh 2.000 Oh 0.200 Oh 0.040 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.C.4 1 M pasang kaca, tebal 5 mm Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.015 Oh 0.150 Oh 0.015 Oh 0.00075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 535.50 8,910.00 1,102.50 42.15 10,590.15 99,360.15 Kaca Polos tebal 5 mm 1.100 M x Rp. 80,700.00 Jumlah (1) = = Rp. Rp. 88,770.00 88,770.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 28,560.00 118,800.00 14,700.00 2,248.00 164,308.00 310,912.50 Kayu Klas I (Seumantok/dll)3 0.035 M

Kayu Klas I (Seumantok/dll)

1.200

M3

x Rp.

4,188,700.00 Jumlah (1)

= = = = = = = =

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

5,026,440.00 5,026,440.00 214,200.00 147,000.00 16,860.00 1,069,200.00 1,447,260.00 6,473,700.00

-

Kayu Klas I (Seumantok/dll)

0.040 M

3

x Rp.

4,188,700.00 Jumlah (1)

= = = = = = = =


167,548.00 167,548.00 35,700.00 148,500.00 18,375.00 2,810.00 205,385.00 372,933.00

x Rp.

4,188,700.00 Jumlah (1)

= =

Rp. Rp.

146,604.50 146,604.50

SNI 03-2838-2002- A.C.5 1 M Langit-langit Gypsum tebal 9 m Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.100 Oh 0.050 Oh 0.005 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 1 - A.C.6 1 M Langit-langit Kalsi board tebal 9 m, Rangka Kayu Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.100 Oh 0.050 Oh 0.005 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- 1 - A.C.7 1M List Langit-Langit Kayu Profil Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.005 Oh 0.050 Oh 0.005 Oh 0.003 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI-03-3434-2002-A.C.8 1 M3 Pasang Kait Angin Bahan Tenaga Pekerja Kepala Tukang Mandor Tukang kayu 1.000 Oh 0.015 Oh 0.150 Oh 0.001 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 73,500.00 56,200.00 59,400.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 35,700.00 1,102.50 8,430.00 44.55 45,277.05 58,277.05 kait angin 1.000 M3 x Rp. 13,000.00 Jumlah (1) = = Rp. Rp. 13,000.00 13,000.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 178.50 2,970.00 367.50 168.60 3,684.60 19,784.60 Kayu Profil Paku skrup 1.100 Lbr 0.010 Kg x Rp. x Rp. 14,500.00 15,000.00 Jumlah (1) = = = Rp. Rp. Rp. 15,950.00 150.00 16,100.00 Bahan = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 3,570.00 2,970.00 367.50 281.00 7,188.50 53,974.50 Kalsi board (120 x 240 x 9) mm Paku Skrup 0.364 Lbr 0.110 Kg x Rp. x Rp. 124,000.00 15,000.00 Jumlah (1) = = = Rp. Rp. Rp. 45,136.00 1,650.00 46,786.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 3,570.00 2,970.00 367.50 281.00 7,188.50 26,783.70 Gypsum (120 x 240 x 9) mm Paku skrup 0.364 Lbr 0.110 Kg x Rp. x Rp. 49,300.00 15,000.00 Jumlah (1) = = = Rp. Rp. Rp. 17,945.20 1,650.00 19,595.20

PEKERJAAN PINTU DAN JENDELASNI 03-2838-2002- A.C.7 bh Pasang engsel pintu Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.015 Oh 0.150 Oh 0.015 Oh 0.00075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.C.8 1 bh pasang kunci tanam biasa Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.010 Oh 0.500 Oh 0.010 Oh 0.005 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.C.9 1 bh pasang pegangan pintu / door holder Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.050 Oh 0.500 Oh 0.050 Oh 0.0025 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-2838-2002- A.C.10 bh Pasang engsel hak angin Bahan Tenaga Pekerja Tukang Kayu Kepala tukang Mandor 0.015 Oh 0.150 Oh 0.015 Oh 0.00075 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 535.50 8,910.00 1,102.50 42.15 10,590.15 25,790.15 Engsel angin 1.000 Bh x Rp. 15,200.00 Jumlah (1) = = Rp. Rp. 15,200.00 15,200.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 1,785.00 29,700.00 3,675.00 140.50 35,300.50 123,300.50 Door holder 1.000 Bh x Rp. 88,000.00 Jumlah (1) = = Rp. Rp. 88,000.00 88,000.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 357.00 29,700.00 735.00 281.00 31,073.00 129,073.00 Kunci tanam biasa 1.000 Bh x Rp. 98,000.00 Jumlah (1) = = Rp. Rp. 98,000.00 98,000.00 = = = = = = Rp. Rp. Rp. Rp. Rp. Rp. 535.50 8,910.00 1,102.50 42.15 10,590.15 30,090.15 Engsel pintu 1.000 Bh x Rp. 19,500.00 Jumlah (1) = = Rp. Rp. 19,500.00 19,500.00

PEKERJAAN BESI DAN ALUMINIUMSNI 03-2838-2002- A.D.1 1 Kg Pasang rangka atap baja Bahan Tenaga Pekerja Tukang Besi Kepala tukang Mandor 0.0600 Oh 0.0060 Oh 0.0060 Oh 0.0003 Oh x Rp. x Rp. x Rp. x Rp. 35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2) Jumlah (1) + (2) SNI 03-3435-2002 - Q.3 10 M Pasang bekisting untuk sloof Bahan Kayu Bekisting Paku biasa 2" - 5"Minyak bekisting (Melamin) 0.045 M 0.300 Kg 0.100

Baja Profil Cat meni

1.100 Bh 0.080 Kg

x Rp.

47,000.00 18,400.00 Jumlah (1)

= = = = = = = =


51,700.00 1,472.00 53,172.00 2,142.00 356.40 441.00 16.86 2,956.26 56,128.26

x Rp. x Rp.

2,760,000.00 9,600.00 16,000.00 Jumlah (1)

= = = = = = = = =

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

124,200.00 2,880.00 1,600.00 128,680.00 10,710.00 15,444.00 1,911.00 281.00 28,346.00 157,026.00

Tenaga Pekerja Tukang Kayu Kepala tukang Mandor0.300 Oh 0.260 Oh 0.026 Oh 0.005 Oh


35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2)

Jumlah (1) + (2) SNI 03-3435-2002 - Q.4 10 M Pasang bekisting untuk kolom Bahan Kayu Bekisting Paku biasa 2" - 5"Minyak bekisting (Melamin) 0.040 M 0.400 Kg 0.200 0.015 0.350 2.000

x Rp. x Rp.

2,760,000.00 9,600.00 16,000.00 2,932,000.00 124,000.00 55,000.00 Jumlah (1)

= =

Rp. Rp.

110,400.00 3,840.00 3,200.00 43,980.00 43,400.00 110,000.00

Kayu Klas III (Borneo dll) Plywood 9 mm Dolken kayu 8 - 10/400 cm Tenaga Pekerja Tukang Kayu Kepala tukang Mandor

= = = = = = =

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

314,820.00 10,710.00 19,602.00 2,425.50 337.20 33,074.70 347,894.70

0.300 Oh 0.330 Oh 0.033 Oh 0.006 Oh


35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2)

Jumlah (1) + (2) SNI 03-3435-2002 - Q.5 10 M Pasang bekisting untuk balok Bahan Kayu Bekisting Paku biasa 2" - 5"Minyak bekisting (Melamin) 0.040 M 0.400 Kg 0.200 0.015 0.350 2.000

x Rp. x Rp.

2,760,000.00 9,600.00 16,000.00 2,932,000.00 124,000.00 55,000.00 Jumlah (1)

= =

Rp. Rp.

110,400.00 3,840.00 3,200.00 43,980.00 43,400.00 110,000.00

Kayu Klas III (Borneo dll) Plywood 9 mm Dolken kayu 8 - 10/400 cm

=

Rp.

314,820.00

Tenaga Pekerja Tukang Kayu Kepala tukang Mandor0.300 Oh 0.330 Oh 0.033 Oh 0.006 Oh


35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2)

= = = = = =

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

10,710.00 19,602.00 2,425.50 337.20 33,074.70 347,894.70

Jumlah (1) + (2) SNI 03-3435-2002 - Q.6 10 M Pasang bekisting untuk lantai / plat Bahan Kayu Bekisting Paku biasa 2" - 5"Minyak bekisting (Melamin) 0.040 M 0.400 Kg 0.200 0.015 0.350 6.000

x Rp. x Rp. x x x

2,760,000.00 9,600.00 16,000.00 2,932,000.00 124,000.00 55,000.00 Jumlah (1)

= =

Rp. Rp.

110,400.00 3,840.00 3,200.00 43,980.00 43,400.00 330,000.00


= = = = = = =


534,820.00 11,424.00 19,602.00 2,425.50 337.20 33,788.70 568,608.70

0.320 Oh 0.330 Oh 0.033 Oh 0.006 Oh


35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2)

Jumlah (1) + (2) SNI 03-3435-2002 - Q.6 10 M Pasang bekisting untuk lantai / plat Bahan Kayu Bekisting Paku biasa 2" - 5"Minyak bekisting (Melamin) 0.040 M 0.400 Kg 0.200 0.015 0.350 6.000

x Rp. x Rp.

2,760,000.00 9,600.00 16,000.00 2,932,000.00 124,000.00 55,000.00 Jumlah (1)

= =

Rp. Rp.

110,400.00 3,840.00 3,200.00 43,980.00 43,400.00 330,000.00


= = = = = = =


534,820.00 11,424.00 19,602.00 2,425.50 337.20 33,788.70 568,608.70

0.320 Oh 0.330 Oh 0.033 Oh 0.006 Oh


35,700.00 59,400.00 73,500.00 56,200.00 Jumlah (2)

Jumlah (1) + (2)

#REF! #REF! PT. Atlas International

Ir. Avrizar Irvan Elisa Direktur

rab rumah tipe 45-ii tugas

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