RAB SMK KESEHATAN PALING AKHIR

RENCANA ANGGARAN BIAYA (RAB)Pekerjaan

- Pembangunan Lab. Keperawatan & Lab. Klinik Kesehatan / UKSLokasi : Jln. Perumnas Paya Dalam, Kecamatan Langsa BaroKab. / Kota : Kota LangsaTahun Anggaran : 2013

No. Uraian Pekerjaan Volume AnalisaSumber pembiayaan

1 2 3 4 5 6 7 = ( 6 x 3 ) I PEKERJAAN PERSIAPAN1 Papan nama proyek 1.00 Bh Taksir 750,000.00 2 Photo dokumentasi 1.00 Ls Taksir 1,500,000.00 3 Direksi keet / gudang ( sewa ) 1.00 Ls Taksir 2,500,000.00

Sub Jumlah - II PEMBANGUNAN RUANG KELAS BELAJAR (RKB) 3 LOKALA Pekerjaan Persiapan1 Pembersihan lapangan 243.00 M2 RSNI T-12-2002-B.8 10,500.00 2,551,500.00 2 Pengukuran dan pemasangan bowplank 80.00 M' Taksir 7,500.00 600,000.00

Sub Jumlah 3,151,500.00 LANTAI - I

B Pekerjaan Tanah Dan Pondasi1 Galian tanah pondasi 54.24 M3 SNI DT-91-0006-2007-6.1 50,800.00 2,755,239.60 2 Pas. pondasi beton cyclopen + 40% batu kali 7.92 M3 SNI DT-91-0007-2007-6.10 853,200.00 6,757,344.00 3 Urugan kembali bekas galian 31.92 M3 SNI DT-91-0006-2007-6.9 22,525.00 718,998.00 4 Pas. bata 1pc : 2pp, bawah lantai & selasar de 35.15 M2 SNI DT-91-0009-2007-6.7 92,100.00 3,237,315.00 5 Plesteran bata 1pc : 2pp, bawah lantai & selas 70.30 M2 SNI DT-91-0010-2007-6.2 43,700.00 3,072,110.00

Sub Jumlah 16,541,006.60 C Pekerjaan Beton Bertulang1 Pek. pondasi tapak poer 100 x 100 CM 9.87 M3 Suplemen 43 3,175,100.00 31,338,237.00 2 Pek. balok sloof 30 x 40 CM 11.64 M3 Suplemen 37a 3,772,900.00 43,916,556.00 3 Pek. balok tarik 13 x 15 CM, selasar 0.68 M3 Suplemen 11 6,043,700.00 4,109,716.00 4 Pek. kolom 30 x 30 CM 13.32 M3 Suplemen 31 5,542,700.00 73,828,764.00 5 Pek. kolom praktis 13 x 13 CM 0.16 M3 Suplemen 32 6,171,500.00 987,440.00 6 Pek. balok latei 13 x 15 CM, dinding belakang 0.53 M3 Suplemen 11 6,043,700.00 3,203,161.00 7 Pek. plat dag T = 8 CM, atas jendela 0.97 M3 Suplemen 38 4,017,200.00 3,896,684.00

Sub Jumlah 161,280,558.00 D Pekerjaan Pasangan Dan Plesteran1 Pasangan dinding bata 1pc : 4pp 252.97 M2 SNI DT-91-0009-2007-6.9 83,000.00 20,996,510.00 2 Plesteran dinding bata 1pc : 4pp 505.94 M2 SNI DT-91-0010-2007-6.4 39,000.00 19,731,660.00 3 Pasangan dinding keramik 20 x 25 CM, KM/WC 28.35 M2 SNI DT-91-0012-2007-6.54 152,800.00 4,331,880.00 4 Beton rooster batu kerawang, pada KM/WC 9.00 Bh Taksir 24,000.00 216,000.00

Sub Jumlah 45,276,050.00 E Pekerjaan Lantai1 Timbunan tanah bawah lantai 109.35 M3 SNI DT-91-0006-2007-6.16 85,400.00 9,338,490.00 2 Urugan pasir bawah lantai 24.30 M3 SNI DT-91-0006-2007-6.11 145,700.00 3,540,510.00 3 Beton cor 1pc : 3pp : 5kr bawah lantai, T = 5 12.15 M3 SNI DT-91-0008-2007-6.5 901,100.00 10,948,365.00 4 Keramik 40 x 40 CM, (polished) ruangan 182.81 M2 SNI DT-91-0012-2007-6.64 156,600.00 28,628,046.00 5 Keramik 40 x 40 CM, (unpolished) selasar depan 50.49 M2 SNI DT-91-0012-2007-6.65 158,400.00 7,997,616.00 6 Keramik 20 x 20 CM, (unpolished) KM/WC 7.69 M2 SNI DT-91-0012-2007-6.36 160,600.00 1,235,014.00 7 Bon - bon keramik 6.30 M' Taksir 25,000.00 157,500.00

Sub Jumlah 61,845,541.00 F Pekerjaan Pintu, Jendela Dan Kunci1 Pintu type 'P1' (3 unit)

0.16 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 1,381,152.00 6.00 Bh Taksir 550,000.00 3,300,000.00 2.10 M2 SNI DT-91-0011-2007-6.10 586,900.00 1,232,490.00 3.00 Bh RSNI T-30-200-B.4 175,800.00 527,400.00 3.00 Bh RSNI T-30-200-B.12 201,600.00 604,800.00 12.00 Bh RSNI T-30-200-B.5 27,400.00 328,800.00

SUMBER DANA APBN T.A. 2013

PEMERINTAH KOTA LANGSA DINAS PENDIDIKAN

Jln. H. Agussalim No. 10 Telp. (0641) 21174, Langsa

: Pembangunan USB - SMK Kesehatan Negeri - 6 Langsa - Pembangunan Ruang Kelas Belajar (RKB), 3 Lokal - Pembangunan Ruang Kelas Belajar (RKB), 2 Lokal

Satu an

Harga Satuan ( Rp. )

Pusat ( Rp. )

C Kuzen kayu 5 / 13 (kayu klas - II)C Daun pintu panel kayu uk. 70 x 210 CMC Ventilasi jalusi kayuC Kunci tanam 2 slaagC Pegangan pintu / door holderC Engsel pintu

1 2 3 4 5 6 7 = ( 6 x 3 )

2 Pintu type 'P2' (3 unit) 0.10 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 863,220.00 3.00 Bh Taksir 550,000.00 1,650,000.00 3.00 Bh RSNI T-30-200-B.2 159,600.00 478,800.00 6.00 Bh RSNI T-30-200-B.5 27,400.00 164,400.00

3 Jendela type 'J1' (12 unit) 0.89 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 7,682,658.00 36.00 Bh Taksir 250,000.00 9,000,000.00 10.80 M2 SNI DT-91-0011-2007-6.10 586,900.00 6,338,520.00 72.00 Bh RSNI T-30-200-B.6 19,300.00 1,389,600.00 36.00 Bh RSNI T-30-200-B.25 30,200.00 1,087,200.00 36.00 Bh RSNI T-30-200-B.9 25,000.00 900,000.00 36.00 Bh RSNI T-30-200-B.26 21,400.00 770,400.00

Sub Jumlah 37,699,440.00 G Pekerjaan Pengecatan1 Cat tembok 3 x ( L / D ) 505.94 M2 PT. T-38-2000-C-B.14 18,300.00 9,258,702.00 2 Cat plat lantai bagian bawah 240.99 M2 PT. T-38-2000-C-B.14 18,300.00 4,410,117.00 3 Cat mengkilat kuzen, pintu, jendela & jalusi 71.96 M2 PT. T-38-2000-C-B.8 24,100.00 1,734,236.00

Sub Jumlah 15,403,055.00 H Pekerjaan Installasi Listrik1 Pemasukan arus baru 15 amphere 1.00 Pkt. Taksir 7,500,000.00 7,500,000.00 2 Zakering kast lokal (1 zakering) 1.00 Bh Taksir 144,000.00 144,000.00 3 Armatur

12.00 Bh Taksir 68,700.00 824,400.00 5.00 Bh Taksir 21,700.00 108,500.00

4 Saklar lampu setara BROCCO 5.00 Set Taksir 12,000.00 60,000.00 3.00 Set Taksir 16,200.00 48,600.00

5 Stop kontak 3.00 Set Taksir 15,000.00 45,000.00 6 Installasi titik penerangan, installasi termasuk kabelNYA 2,5 MM dalam pipa PVC, fitting lampu dankelengkapan installasi terpasang 12.00 Titik Taksir 176,100.00 2,113,200.00

7 Installasi titik stop kontak, installasi termasuk kabelNYA 2,5 MM dalam pipa PVC, kotak kontak dankelengkapan installasi terpasang 3.00 Titik Taksir 144,700.00 434,100.00

Sub Jumlah 11,277,800.00 I Pekerjaan Sanitair1 Kloset jongkok 3.00 Bh RSNI T-15-2002-B.2 450,900.00 1,352,700.00 2 Kran air φ 3/4" 3.00 Bh RSNI T-15-2002-B.35 27,900.00 83,700.00 3 Floor drain 3.00 Bh RSNI T-15-2002-B.36 56,400.00 169,200.00 4 Pipa PVC φ 3/4" (water inlet) dari tower air - Ls Taksir 2,500,000.00 - 4 Pipa PVC φ 2,5" ke saluran buangan 1.00 Ls Taksir 250,000.00 250,000.00 5 Pipa PVC φ 4" (ke septick tank) 32.00 M' RSNI T-15-2002-B.32 79,800.00 2,553,600.00 6 Bak air fiber 3.00 Bh Taksir 250,000.00 750,000.00

Sub Jumlah 5,159,200.00 J Pekerjaan Septick Tank / Resapan (1 Unit)1 Galian tanah 8.25 M3 SNI DT-91-0006-2007-6.1 50,800.00 419,100.00 2 Urugan kembali bekas galian 0.81 M3 SNI DT-91-0006-2007-6.9 22,525.00 18,245.25 3 Urugan pasir 0.15 M3 SNI DT-91-0006-2007-6.11 145,700.00 21,855.00 4 Lantai pondasi beton tumbuk 1 pc : 3 ps : 5 kr 0.30 M3 SNI DT-91-0008-2007-6.5 901,100.00 270,330.00 5 Pasangan trasraam bata 1 : 2 10.50 M2 SNI DT-91-0009-2007-6.7 92,100.00 967,050.00 6 Plesteran trasraam bata 1 : 2 21.00 M2 SNI DT-91-0010-2007-6.2 43,700.00 917,700.00 7 Pek. beton bertulang lantai penutup septick ta 0.45 M3 Suplemen 42 4,766,300.00 2,144,835.00 8 Pek. acian beton 3.00 M2 SNI DT-91-0010-2007-6.27 24,200.00 72,600.00 9 Urugan sirtu pada resapan 0.76 M3 SNI 2835-2008-6.15 155,158.00 117,920.08 10 Memasang lapisan ijuk pada resapan 1.14 M3 SNI DT-91-0006-2007-6.14 99,700.00 113,658.00 11 Pemasangan pipa vent. φ 2" 1.00 Bh Taksir 150,000.00 150,000.00

Sub Jumlah 5,213,293.33 K Pekerjaan Lain - Lain1 Relief tiang teras 10.00 Bh Taksir 150,000.00 1,500,000.00

Sub Jumlah 1,500,000.00 LANTAI - II

A Pekerjaan Beton Bertulang1 Pek. balok lantai uk. 30 x 40 CM 22.32 M3 Suplemen 38a 4,173,800.00 93,159,216.00 2 Pek. balok lantai uk. 15 x 40 CM 1.62 M3 Suplemen 39 6,405,100.00 10,376,262.00 3 Pek. plat lantai, T = 12 CM 23.67 M3 Suplemen 42 4,766,300.00 112,818,321.00

Sub Jumlah 216,353,799.00 (a) Total Jumla 580,701,242.93

C Kuzen kayu 5 / 13 (kayu klas - II)C Daun pintu panel kayu uk. 70 x 210 CMC Kunci tanam biasaC Engsel pintu

C Kuzen kayu 5 / 13 (kayu klas - II)C Daun jendela panel kaca uk. 60 x 100 CMC Ventilasi jalusi kayuC Engsel jendelaC Grendel / pacok jendelaC Hak penahan angin jendelaC Tarikan jendela

C Lampu SL 45 wattC Lampu SL 14 watt

C Saklar 1 seri setara BROCCOC Saklar 2 seri setara BROCCO

(b) Dibulatkan 580,701,240.00

No. Uraian Pekerjaan Volume AnalisaSumber pembiayaan

1 2 3 4 5 6 7 = ( 6 x 3 )

III PEMBANGUNAN RUANG KELAS BELAJAR (RKB) 2 LOKALA Pekerjaan Persiapan1 Pembersihan lapangan 162.00 M2 RSNI T-12-2002-B.8 10,500.00 1,701,000.00 2 Pengukuran dan pemasangan bowplank 62.00 M' Taksir 7,500.00 465,000.00



Sub Jumlah 11,479,475.46 C Pekerjaan Beton Bertulang1 Pek. pondasi tapak poer 100 x 100 CM 6.98 M3 Suplemen 43 3,175,100.00 22,162,198.00 2 Pek. balok sloof 30 x 40 CM 8.04 M3 Suplemen 37a 3,772,900.00 30,334,116.00 3 Pek. balok tarik 13 x 15 CM, selasar 0.47 M3 Suplemen 11 6,043,700.00 2,840,539.00 4 Pek. kolom 30 x 30 CM 9.32 M3 Suplemen 31 5,542,700.00 51,657,964.00 5 Pek. kolom praktis 13 x 13 CM 0.10 M3 Suplemen 32 6,171,500.00 617,150.00 6 Pek. balok latei 13 x 15 CM, dinding belakang 0.35 M3 Suplemen 11 6,043,700.00 2,115,295.00 7 Pek. plat dag T = 8 CM, atas jendela 0.67 M3 Suplemen 38 4,017,200.00 2,691,524.00

Sub Jumlah 112,418,786.00 D Pekerjaan Pasangan Dan Plesteran1 Pasangan dinding bata 1pc : 4pp 175.88 M2 SNI DT-91-0009-2007-6.9 83,000.00 14,598,040.00 2 Plesteran dinding bata 1pc : 4pp 351.76 M2 SNI DT-91-0010-2007-6.4 39,000.00 13,718,640.00 3 Pasangan dinding keramik 20 x 25 CM, KM/WC 18.90 M2 SNI DT-91-0012-2007-6.54 152,800.00 2,887,920.00 4 Beton rooster batu kerawang, pada KM/WC 6.00 Bh Taksir 24,000.00 144,000.00

Sub Jumlah 31,348,600.00 E Pekerjaan Lantai1 Timbunan tanah bawah lantai 72.54 M3 SNI DT-91-0006-2007-6.16 85,400.00 6,194,916.00 2 Urugan pasir bawah lantai 16.20 M3 SNI DT-91-0006-2007-6.11 145,700.00 2,360,340.00 3 Beton cor 1pc : 3pp : 5kr bawah lantai, T = 5 8.10 M3 SNI DT-91-0008-2007-6.5 901,100.00 7,298,910.00 4 Keramik 40 x 40 CM, (polished) ruangan 121.87 M2 SNI DT-91-0012-2007-6.64 156,600.00 19,084,842.00 5 Keramik 40 x 40 CM, (unpolished) selasar depan 33.66 M2 SNI DT-91-0012-2007-6.65 158,400.00 5,331,744.00 6 Keramik 20 x 20 CM, (unpolished) KM/WC 5.12 M2 SNI DT-91-0012-2007-6.36 160,600.00 822,272.00 7 Bon - bon keramik 4.20 M' Taksir 25,000.00 105,000.00


0.10 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 863,220.00 4.00 Bh Taksir 550,000.00 2,200,000.00 1.40 M2 SNI DT-91-0011-2007-6.10 586,900.00 821,660.00 2.00 Bh RSNI T-30-200-B.4 175,800.00 351,600.00 2.00 Bh RSNI T-30-200-B.12 201,600.00 403,200.00 8.00 Bh RSNI T-30-200-B.5 27,400.00 219,200.00


3 Jendela type 'J1' (8 unit) 0.59 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 5,092,998.00 24.00 Bh Taksir 250,000.00 6,000,000.00 7.20 M2 SNI DT-91-0011-2007-6.10 586,900.00 4,225,680.00 48.00 Bh RSNI T-30-200-B.6 19,300.00 926,400.00 24.00 Bh RSNI T-30-200-B.25 30,200.00 724,800.00 24.00 Bh RSNI T-30-200-B.9 25,000.00 600,000.00 24.00 Bh RSNI T-30-200-B.26 21,400.00 513,600.00


Satu an

Harga Satuan ( Rp. )

Pusat ( Rp. )




Sub Jumlah 10,533,363.00

1 2 3 4 5 6 7 = ( 6 x 3 )

H Pekerjaan Installasi Listrik1 Zakering kast lokal (1 zakering) 1.00 Bh Taksir 144,000.00 144,000.00 2 Armatur



4 Stop kontak 2.00 Set Taksir 15,000.00 30,000.00 5 Installasi titik penerangan, installasi termasuk kabelNYA 2,5 MM dalam pipa PVC, fitting lampu dankelengkapan installasi terpasang 8.00 Titik Taksir 176,100.00 1,408,800.00


Sub Jumlah 2,555,300.00 I Pekerjaan Sanitair1 Kloset jongkok 2.00 Bh RSNI T-15-2002-B.2 450,900.00 901,800.00 2 Kran air φ 3/4" 2.00 Bh RSNI T-15-2002-B.35 27,900.00 55,800.00 3 Floor drain 2.00 Bh RSNI T-15-2002-B.36 56,400.00 112,800.00 4 Pipa PVC φ 3/4" (water inlet) dari tower air - Ls Taksir 2,500,000.00 - 4 Pipa PVC φ 2,5" ke saluran buangan 1.00 Ls Taksir 250,000.00 250,000.00 5 Pipa PVC φ 4" (ke septick tank) 22.00 M' RSNI T-15-2002-B.32 79,800.00 1,755,600.00 6 Bak air fiber 2.00 Bh Taksir 250,000.00 500,000.00





Sub Jumlah 140,606,238.00 (a) Total Jumla 387,134,169.79 (b) Dibulatkan 387,134,160.00

IV PEMBANGUNAN LAB. KEPERAWATAN & LAB. KLINIK KESEHATAN / UKSA Pekerjaan Persiapan1 Pembersihan lapangan 216.00 M2 RSNI T-12-2002-B.8 10,500.00 2,268,000.00 2 Pengukuran dan pemasangan bowplank 74.00 M' Taksir 7,500.00 555,000.00



Sub Jumlah 15,408,364.21 C Pekerjaan Beton Bertulang1 Pek. pondasi tapak poer 100 x 100 CM 8.25 M3 Suplemen 43 3,175,100.00 26,194,575.00 2 Pek. balok sloof 30 x 40 CM 11.70 M3 Suplemen 37a 3,772,900.00 44,142,930.00



3 Pek. balok tarik 13 x 15 CM, selasar 0.59 M3 Suplemen 11 6,043,700.00 3,565,783.00

1 2 3 4 5 6 7 = ( 6 x 3 )

4 Pek. kolom 30 x 30 CM 10.99 M3 Suplemen 31 5,542,700.00 60,914,273.00 5 Pek. kolom praktis 13 x 13 CM 0.21 M3 Suplemen 32 6,171,500.00 1,296,015.00 6 Pek. balok latei 13 x 15 CM, dinding belakang 0.47 M3 Suplemen 11 6,043,700.00 2,840,539.00 7 Pek. plat dag T = 8 CM, atas jendela 0.97 M3 Suplemen 38 4,017,200.00 3,896,684.00 8 Pek. beton bertulang meja lab. T = 8 MM 0.58 M3 Suplemen 38 4,017,200.00 2,329,976.00

Sub Jumlah 145,180,775.00 D Pekerjaan Pasangan Dan Plesteran1 Pasangan dinding bata 1pc : 4pp 231.67 M2 SNI DT-91-0009-2007-6.9 83,000.00 19,228,610.00 2 Plesteran dinding bata 1pc : 4pp 463.34 M2 SNI DT-91-0010-2007-6.4 39,000.00 18,070,260.00 3 Pasangan dinding keramik 20 x 25 CM, KM/WC 18.90 M2 SNI DT-91-0012-2007-6.54 152,800.00 2,887,920.00 4 Pasangan dinding keramik meja lab 20 x 25 CM 1.92 M2 SNI DT-91-0012-2007-6.54 152,800.00 293,376.00 5 Beton rooster batu kerawang, pada KM/WC 6.00 Bh Taksir 24,000.00 144,000.00

Sub Jumlah 40,624,166.00 E Pekerjaan Lantai1 Timbunan tanah bawah lantai 90.20 M3 SNI DT-91-0006-2007-6.16 85,400.00 7,703,080.00 2 Urugan pasir bawah lantai 21.60 M3 SNI DT-91-0006-2007-6.11 145,700.00 3,147,120.00 3 Beton cor 1pc : 3pp : 5kr bawah lantai, T = 5 10.80 M3 SNI DT-91-0008-2007-6.5 901,100.00 9,731,880.00 4 Keramik 40 x 40 CM, (polished) ruangan 160.56 M2 SNI DT-91-0012-2007-6.64 156,600.00 25,143,696.00 5 Keramik 40 x 40 CM, (unpolished) selasar depan 44.88 M2 SNI DT-91-0012-2007-6.65 158,400.00 7,108,992.00 6 Keramik 20 x 20 CM, (unpolished) KM/WC 5.12 M2 SNI DT-91-0012-2007-6.36 160,600.00 822,272.00 7 Keramik meja lab 20 x 20 CM 3.60 M2 SNI DT-91-0012-2007-6.36 160,600.00 578,160.00 8 Bon - bon keramik 52.20 M' Taksir 25,000.00 1,305,000.00


0.10 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 863,220.00 4.00 Bh Taksir 550,000.00 2,200,000.00 1.40 M2 SNI DT-91-0011-2007-6.10 586,900.00 821,660.00 2.00 Bh RSNI T-30-200-B.4 175,800.00 351,600.00 2.00 Bh RSNI T-30-200-B.12 201,600.00 403,200.00 8.00 Bh RSNI T-30-200-B.5 27,400.00 219,200.00

2 Pintu type 'P2' (4 unit) 0.21 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 1,812,762.00 4.00 Bh Taksir 700,000.00 2,800,000.00 2.80 M2 SNI DT-91-0011-2007-6.10 586,900.00 1,643,320.00 4.00 Bh RSNI T-30-200-B.2 159,600.00 638,400.00 8.00 Bh RSNI T-30-200-B.5 27,400.00 219,200.00


4 Jendela type 'J1' (12 unit) 0.89 M3 SNI DT-91-0011-2007-6.2 8,632,200.00 7,682,658.00 36.00 Bh Taksir 250,000.00 9,000,000.00 10.80 M2 SNI DT-91-0011-2007-6.10 586,900.00 6,338,520.00 72.00 Bh RSNI T-30-200-B.6 19,300.00 1,389,600.00 36.00 Bh RSNI T-30-200-B.25 30,200.00 1,087,200.00 36.00 Bh RSNI T-30-200-B.9 25,000.00 900,000.00 36.00 Bh RSNI T-30-200-B.26 21,400.00 770,400.00


Sub Jumlah 14,255,492.00 H Pekerjaan Installasi Listrik1 Zakering kast lokal (1 zakering) 2.00 Bh Taksir 144,000.00 288,000.00 2 Armatur




C Kuzen kayu 5 / 13 (kayu klas - II)C Daun pintu panel kayu uk. 90 x 210 CMC Ventilasi jalusi kayuC Kunci tanam biasaC Engsel pintu





4 Stop kontak 6.00 Set Taksir 15,000.00 90,000.00

1 2 3 4 5 6 7 = ( 6 x 3 ) 5 Installasi titik penerangan, installasi termasuk kabelNYA 2,5 MM dalam pipa PVC, fitting lampu dankelengkapan installasi terpasang 12.00 Titik Taksir 176,100.00 2,113,200.00


Sub Jumlah 4,383,400.00 I Pekerjaan Sanitair1 Kloset jongkok 2.00 Bh RSNI T-15-2002-B.2 450,900.00 901,800.00 2 Kran air φ 3/4" 2.00 Bh RSNI T-15-2002-B.35 27,900.00 55,800.00 3 Floor drain 2.00 Bh RSNI T-15-2002-B.36 56,400.00 112,800.00 4 Washtafel meja lab, lengkap terpasang 4.00 Bh Taksir 530,000.00 2,120,000.00 5 Pipa PVC φ 2,5" ke saluran buangan 1.00 Ls Taksir 250,000.00 250,000.00 6 Pipa PVC φ 4" (ke septick tank) 22.00 M' RSNI T-15-2002-B.32 79,800.00 1,755,600.00 7 Bak air fiber 2.00 Bh Taksir 250,000.00 500,000.00





Sub Jumlah 166,793,644.00 (a) Total Jumla 498,456,006.54 (b) Dibulatkan 498,456,000.00

V PENGADAAN MOBILER RUANG KELAS 5.00 Lokal Taksir 25,000,000.00 125,000,000.00 Sub Jumlah 125,000,000.00

(a) Total Jumla 125,000,000.00 (b) Dibulatkan 125,000,000.00

Sumber pembiayaan

8 = ( 6 x 3 )

750,000.00 1,500,000.00 2,500,000.00 4,750,000.00

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DINAS PENDIDIKAN

Jln. H. Agussalim No. 10 Telp. (0641) 21174, Langsa

Daerah

( Rp. )

8 = ( 6 x 3 )

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4,750,000.00

Sumber pembiayaan

8 = ( 6 x 3 )

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8 = ( 6 x 3 )

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8 = ( 6 x 3 )

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8 = ( 6 x 3 )

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R E K A P I T U L A S IPekerjaan

- Pembangunan Lab. Keperawatan & Lab. Klinik Kesehatan / UKSLokasi : Jln. Perumnas Paya Dalam, Kecamatan Langsa BaroKab. / Kota : Kota LangsaTahun Anggaran : 2013

No. Uraian PekerjaanSumber pembiayaan

1 2 3

I PEKERJAAN PERSIAPAN - II PEMBANGUNAN RUANG KELAS BELAJAR (RKB) 3 LOKAL 580,701,240.00 III PEMBANGUNAN RUANG KELAS BELAJAR (RKB) 2 LOKAL 387,134,160.00 IV PEMBANGUNAN LAB. KEPERAWATAN & LAB. KLINIK KESEHATAN / UKS 498,456,000.00 V PENGADAAN MOBILER RUANG KELAS 125,000,000.00

(a) Total Jumlah ( Termasuk PPn + PPh ) ###(b) Biaya Perencanaan 49,708,600.00 (c) Biaya Pengawasan 31,000,000.00 (d) Biaya Pengelola Teknis 15,000,000.00 (e) Grand Total ( a + b + c + d ) ###(f) Di Bulatkan ###

Terbilang : Satu Milyar Enam Ratus Delapan Puluh Tujuh Juta Rupiah,-

Disetujui ; Langsa, September 2013Ketua Tim Perencana

MUKMIN, SE YULIANSYAH PUTRA, ST.NIP. 19690719 200701 1 003

Mengetahui ; Menyetujui ;Direktur Pembinaan Pj. Kepala Dinas Pendidikan

Kota Langsa

Drs. M. MUSTAGHFIRIN AMIN, M.B.A H. JAUHARI, SH. MH. NIP. 19580625 198503 1 003 Pembina / NIP. 19640404 198603 1 014

SUMBER DANA APBN T.A. 2013

PEMERINTAH KOTA LANGSA DINAS PENDIDIKAN Jln. H. Agussalim No. 10 Telp. (0641) 21174,

Langsa

: Pembangunan USB - SMK Kesehatan Negeri - 6 Langsa - Pembangunan Ruang Kelas Belajar (RKB), 3 Lokal - Pembangunan Ruang Kelas Belajar (RKB), 2 Lokal

Pusat

( Rp. )

Ketua Tim Pendiri USBSMK Kesehatan Negeri - 6 Langsa

Sekolah Menengah Kejuruan (SMK)

Sumber pembiayaan

4

4,750,000.00 - - - -

4,750,000.00 - - - 4,750,000.00 4,750,000.00

Langsa, September 2013Ketua Tim Perencana

YULIANSYAH PUTRA, ST.

Pj. Kepala Dinas Pendidikan

H. JAUHARI, SH. MH. Pembina / NIP. 19640404 198603 1 014

DINAS PENDIDIKAN

Jln. H. Agussalim No. 10 Telp. (0641) 21174,

Daerah

( Rp. )

DAFTAR HARGA SATUAN UPAH DAN BAHAN BANGUNANKOTA LANGSA, T.A. 2013

No. U R A I A N SATUAN

1 2 3

A. UPAH1 Pekerja OH2 Tukang OH3 Kepala tukang OH4 Mandor OH

B. BAHAN1 Air Ltr2 Asbes Quality 1 x 1 m Lbr3 Atap Genteng Metal 0,25 (setara Surya Roof Klas I) Lbr4 Baja Profil Kg5 Bataco Bh6 Batu Bata Bh7 Batu Kali/Batu Belah (Sungai/Gunung) M38 Baut Truss Ukuran 12 ( 14 x 20 ) Bh9 Baut Reng Ukuran 10 ( 16 x 16 ) Bh10 Besi Beton Polos Kg11 Besi Beton Ulir Kg12 Beton Rooster / Kerawang 15 x 40 CM Bh13 Bubungan Genteng M'14 Bubungan Seng M'15 Box MCB Bh16 Cat Seng (setara Paragon) Kg17 Cat Dasar Kg18 Cat Minyak (setara Paragon) Kg19 Cat Menie Kg20 Cat Tembok (setara Paragon) Kg21 Dempul kayu Kg22 Engsel Jendela Bh23 Engsel Pintu Bh24 Floor Drain Bh25 Grendel Jendela Bh26 Hak Angin Bh27 Ijuk Kg28 Kaca Bening Uk. 5 mm M229 Kaca Rayband Uk. 5 mm M230 Kalsyboard ( 120 x 240 CM ) Tebal 4 MM Lbr31 Kawat Beton Kg32 Kawat Nyamuk / Kasa Logam M233 Kawat Nyamuk / Kasa Plastik M234 Kayu Bakau, P = 4 M' Btg35 Kayu Dolken Ø 8-10 Panjang 4 m Btg36 Kayu Kasau 5/7 M337 Kayu Klas I (Damar Laut) M338 Kayu Rangka Klas II (Kruing) M339 Kayu Rangka Klas III (sembarang keras) M340 Kayu Rangka Klas IV (Sengon) M341 Keramik Sisi Kulit Jeruk 20 x 20 cm (Unpolished) Bh42 Keramik 20 x 20 cm (Polished) Bh43 Keramik Uk. 20 x 25 cm (Polished) Bh

berlanjut ke halaman berikutnya

1 2 344 Keramik Uk. 20 x 25 cm (Unpolished) Bh45 Keramik Uk. 30 x 30 cm (Polished) Bh46 Keramik Uk. 30 x 30 cm (Unpolished) Bh47 Keramik Uk. 40 x 40 cm (Polished) Bh48 Keramik Uk. 40 x 40 cm (Unpolished) Bh49 Kerikil Beton M350 Koral Beton M351 Koral Beton Kg52 Kertas Amplas Lbr53 Kran Diameter 3/4" atau 1/2" Bh54 Kloset Duduk Keramik Bh55 Kloset Jongkok Keramik Bh56 Kuas Bh57 Kunci Tanam Biasa Bh58 Kunci Tanam Silinder Bh59 Lem Kayu Kg60 List Profil Plafond M'61 Minyak Cat Ltr62 Minyak Bekisting Ltr63 Multipleks 3 mm Lbr64 Multipleks 4 mm Lbr65 Multipleks 6 mm Lbr66 Multipleks 9 mm Lbr67 Paku Asbes Kg68 Paku Kayu Kg69 Paku Skrup Kg70 Pasir Batu (Sirtu) M371 Pasir Beton M372 Pasir Beton Kg73 Pasir Pasang M374 Pasir Urug M375 Pipa Leiding Ø 1'' Galvanis Tebal 3,2 mm M'76 Pipa Leiding Ø 1/2'' Galvanis Tebal 3,2 mm M'77 M'78 Pipa Leiding Ø 2'' Galvanis Tebal 3,2 mm M'79 Pipa Leiding Ø 3'' Galvanis Tebal 3,2 mm M'80 Pipa Leiding Ø 4'' Galvanis Tebal 3,2 mm M'81 Pipa Leiding Ø 6'' Galvanis Tebal 3,2 mm M'82 Pipa PVC Ø 1'' M'83 Pipa PVC Ø 1/2'' Kualitas AWE ( United ) M'84 Pipa PVC Ø 1 1/2'' M'85 Pipa PVC Ø 2'' M'86 Pipa PVC Ø 3'' M'87 Pipa PVC Ø 3/4'' M'88 Pipa PVC Ø 4'' M'89 Plamir Kg90 Profil C 75.75 M'91 Pegangan Pintu / Door Holder Bh92 Pagar BRC Uk. 240 X 90 Cm Panel93 Rabung Seng Genteng Metal Lbr94 Reng V 0.5 M'


Pipa Leiding Ø 1¹/²'' Galvanis Tebal 3,2 mm

1 2 395 Residu Ltr96 Saklar Tunggal Set97 Saklar Ganda Set98 Screw Bh99 Semen Portland @ 40 Kg Kg100 Semen Warna @ 50 Kg Kg101 Seng BJLS 0,20 ( 6 kaki ) Lbr102 Seng BJLS 0,20 Cat Pabrik ( 6 kaki ) Lbr103 Seng Gelombang BJLS 30 ( 8 kaki ) Lbr104 Seng Gelombang BJLS 30 Cat Pabrik Lbr105 Seng Plat BJLS 20 ( 6 kaki ) Lbr106 Seng Plat BJLS 30 ( 6 kaki ) Lbr107 Seal Tape Bh108 Slot Pintu Double Bh109 Stop Kontak + Instalasi Titik110 Sumur bor dangkal + Mesin Pompa (setara Simizu) Unit111 Tanah Timbunan M3112 Tarikan Jendela Bh113 Teralis Besi M2114 Titik Lampu + Instalasi Titik115 Tiang Pagar BRC Btg116 Urinoir Keramik Bh117 V i n yI M2118 Wastafel set lengkap ( setara american standart ) Bh119 Zakering (Kast Lokal 1 Zakering) Bh120 Zakering (Kast Lokal 2 Zakering) Bh121 Zakering (Kast Lokal 3 Zakering) Bh

DAFTAR HARGA SATUAN UPAH DAN BAHAN BANGUNANKOTA LANGSA, T.A. 2013

HARGA ( Rp. )

4

65,000.00 86,000.00 103,000.00 80,000.00

190.00 19,950.00 77,230.00 34,390.00 4,840.00 470.00 322,100.00 420.00 360.00 13,300.00 19,200.00 24,000.00 13,500.00 9,600.00 26,600.00 32,700.00 14,400.00 30,200.00 27,000.00 30,200.00 22,800.00 9,000.00 12,000.00 45,800.00 9,600.00 9,600.00 14,800.00 200,200.00 253,300.00 69,300.00 18,100.00 30,200.00 12,000.00 64,500.00 96,500.00 5,362,100.00 8,043,300.00 5,362,100.00 4,468,500.00 4,021,600.00 2,200.00 2,100.00 2,400.00


lanjutan 4

2,500.00 2,600.00 2,700.00 9,200.00 9,500.00 261,800.00 322,100.00 140.00 2,700.00 12,300.00 1,662,500.00 80,700.00 12,000.00 114,600.00 131,100.00 31,500.00 6,100.00 15,600.00 3,690.00 45,800.00 66,400.00 90,500.00 120,600.00 14,400.00 15,100.00 18,810.00 114,090.00 138,700.00 200.00 112,500.00 104,500.00 26,300.00 14,600.00 34,200.00 55,400.00 98,200.00 136,400.00 257,100.00 6,700.00 4,000.00 11,500.00 15,500.00 25,100.00 4,800.00 39,500.00 15,300.00 12,600.00 150,000.00 210,400.00 54,300.00 9,700.00


lanjutan 4

6,800.00 12,000.00 16,200.00 80.00 1,300.00 3,100.00 54,300.00 58,000.00 64,600.00 67,500.00 63,300.00 77,200.00 5,000.00 50,000.00 144,700.00 1,750,000.00 54,300.00 6,000.00 225,000.00 176,100.00 102,600.00 1,013,100.00 209,400.00 530,000.00 144,000.00 209,400.00 272,400.00

SNIStandard Nasional Indonesia

ANALISA BIAYA KONSTRUKSIICS Badan Standarisasi NasionalI. Pekerjaan Persiapan :RSNI T-12-2002-B.81 M2 Membersihkan lapangan dan perataan

0.100 OH Pekerja @ Rp. 65,000.00 Rp.0.050 OH Mandor @ Rp. 80,000.00 Rp.

Jumlah Rp. Dibulatkan Rp.

II. Pekerjaan Tanah :SNI DT-91-0006-2007-6.11 M3 Galian tanah biasa sedalam 1 M



SNI 2835-2008-6.151 M3 Mengurug sirtu

1.200 M3 Sirtu @ Rp. 114,090.00 Rp.0.250 OH Pekerja @ Rp. 65,000.00 Rp.0.025 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0006-2007-6.91 M3 Urugan tanah kembali



SNI DT-91-0006-2007-6.111 M3 Mengurug pasir urug

1.200 M3 Pasir urug @ Rp. 104,500.00 Rp.0.300 OH Pekerja @ Rp. 65,000.00 Rp.0.010 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0006-2007-6.141 M3 Pemasangan lapisan ijuk tebal 10 CM

6.000 Kg Ijuk @ Rp. 14,800.00 Rp.0.150 OH Pekerja @ Rp. 65,000.00 Rp.0.015 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0006-2007-6.161 M3 Mengurug tanah timbun

1.200 M3 Tanah urug @ Rp. 54,300.00 Rp.0.300 OH Pekerja @ Rp. 65,000.00 Rp.0.010 OH Mandor @ Rp. 80,000.00 Rp.


SNI 2835-2008-6.101 M3 Pemadatan tanah timbun



III. Pekerjaan Pondasi :SNI DT-91-0007-2007-6.91 M3 Pasangan pondasi batu kosong (aanstamping)

1.200 M3 Batu kali / belah 15 CM / 20 CM @ Rp. 322,100.00 Rp.0.432 M3 Pasir urug @ Rp. 104,500.00 Rp.0.780 OH Pekerja @ Rp. 65,000.00 Rp.0.390 OH Tukang @ Rp. 86,000.00 Rp.0.039 OH Kepala tukang @ Rp. 103,000.00 Rp.0.039 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0007-2007-6.101 M3 Pondasi beton cyclopen, 60% beton camp. 1 pc : 2 pb : 3 kr + 40% batu belah

0.312 M3 Pasir pasang @ Rp. 112,500.00 Rp.0.480 M3 Batu kali / belah 15 CM / 20 CM @ Rp. 322,100.00 Rp.0.468 M3 Kerikil beton @ Rp. 261,800.00 Rp.

194.000 Kg Semen portland @ Rp. 1,300.00 Rp.3.000 OH Pekerja @ Rp. 65,000.00 Rp.0.850 OH Tukang @ Rp. 86,000.00 Rp.0.085 OH Kepala tukang @ Rp. 103,000.00 Rp.0.150 OH Mandor @ Rp. 80,000.00 Rp.


IV. Pekerjaan Beton :SNI DT-91-0008-2007-6.11 M3 Membuat beton mutu fc = 7,4 Mpa (K-100), slump (12 ± 2) CM, w/c = 0,87

247.000 Kg Semen portland @ Rp. 1,300.00 Rp.869.000 Kg Pasir beton @ Rp. 200.00 Rp.999.000 Kg Koral beton @ Rp. 140.00 Rp.215.000 Ltr Air @ Rp. 190.00 Rp.1.650 OH Pekerja @ Rp. 65,000.00 Rp.0.275 OH Tukang @ Rp. 86,000.00 Rp.0.028 OH Kepala tukang @ Rp. 103,000.00 Rp.0.083 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0008-2007-6.21 M3 Membuat beton mutu fc = 9,8 Mpa (K-125), slump (12 ± 2) CM, w/c = 0,78






SNI DT-91-0008-2007-6.41 M3 Membuat lantai kerja beton mutu fc = 7,4 Mpa (K-100), slump (3 - 6) CM, w/c = 0,87













384.000 Kg Semen portland @ Rp. 1,300.00 Rp.692.000 Kg Pasir beton @ Rp. 200.00 Rp.1039.000 Kg Batu pecah ( split ) @ Rp. 214.73 Rp.215.000 Ltr Air @ Rp. 190.00 Rp.1.650 OH Pekerja @ Rp. 65,000.00 Rp.0.275 OH Tukang @ Rp. 86,000.00 Rp.0.028 OH Kepala tukang @ Rp. 103,000.00 Rp.0.083 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0008-2007-6.1710 Kg Pembesian dengan besi beton polos atau besi ulir

10.500 Kg Besi beton polos @ Rp. 13,300.00 Rp.0.150 Kg Kawat beton @ Rp. 18,100.00 Rp.0.070 OH Pekerja @ Rp. 65,000.00 Rp.0.070 OH Tukang @ Rp. 86,000.00 Rp.0.007 OH Kepala tukang @ Rp. 103,000.00 Rp.0.004 OH Mandor @ Rp. 80,000.00 Rp.

Jumlah Rp.Untuk per 1 Kg ....... 153,976.00 x 10% Rp.

Dibulatkan Rp.SNI DT-91-0008-2007-6.201 M2 Memasang bekisting untuk pondasi

0.040 M3 Kayu klas - III @ Rp. 4,468,500.00 Rp.0.300 Kg Paku 5 CM - 10 CM @ Rp. 15,100.00 Rp.0.100 Ltr Minyak bekisting @ Rp. 3,690.00 Rp.0.520 OH Pekerja @ Rp. 65,000.00 Rp.0.260 OH Tukang kayu @ Rp. 86,000.00 Rp.0.026 OH Kepala tukang @ Rp. 103,000.00 Rp.0.026 OH Mandor @ Rp. 80,000.00 Rp.

Jumlah Rp.Digunakan 2 x pakai... 244,557.00 x 50% Rp.

Dibulatkan Rp.

SNI DT-91-0008-2007-6.211 M2 Memasang bekisting untuk sloof

0.045 M3 Kayu klas - III @ Rp. 4,468,500.00 Rp.0.300 Kg Paku 2" - 5" @ Rp. 15,100.00 Rp.0.100 Ltr Minyak bekisting @ Rp. 3,690.00 Rp.0.520 OH Pekerja @ Rp. 65,000.00 Rp.0.260 OH Tukang kayu @ Rp. 86,000.00 Rp.0.026 OH Kepala tukang @ Rp. 103,000.00 Rp.0.026 OH Mandor @ Rp. 80,000.00 Rp.


Dibulatkan Rp.SNI DT-91-0008-2007-6.221 M2 Memasang bekisting untuk kolom

0.040 M3 Kayu klas - III @ Rp. 4,468,500.00 Rp.0.400 Kg Paku 5 CM - 10 CM @ Rp. 15,100.00 Rp.0.200 Ltr Minyak bekisting @ Rp. 3,690.00 Rp.0.015 M3 Balok kayu klas - II @ Rp. 5,362,100.00 Rp.0.350 Lbr Plywood tebal 9 MM @ Rp. 120,600.00 Rp.2.000 Btg Dolken kayu galam dia. 8 - 10 CM, panjang 4 M @ Rp. 96,500.00 Rp.0.660 OH Pekerja @ Rp. 65,000.00 Rp.0.330 OH Tukang kayu @ Rp. 86,000.00 Rp.0.033 OH Kepala tukang @ Rp. 103,000.00 Rp.0.033 OH Mandor @ Rp. 80,000.00 Rp.


Dibulatkan Rp.SNI DT-91-0008-2007-6.231 M2 Memasang bekisting untuk balok

0.040 M3 Kayu klas - III @ Rp. 4,468,500.00 Rp.0.400 Kg Paku 5 CM - 12 CM @ Rp. 15,100.00 Rp.0.200 Ltr Minyak bekisting @ Rp. 3,690.00 Rp.0.018 M3 Balok kayu klas - II @ Rp. 5,362,100.00 Rp.0.350 Lbr Plywood tebal 9 MM @ Rp. 120,600.00 Rp.2.000 Btg Dolken kayu galam dia. 8 - 10 CM, panjang 4 M @ Rp. 96,500.00 Rp.0.660 OH Pekerja @ Rp. 65,000.00 Rp.0.330 OH Tukang kayu @ Rp. 86,000.00 Rp.0.033 OH Kepala tukang @ Rp. 103,000.00 Rp.0.033 OH Mandor @ Rp. 80,000.00 Rp.


Dibulatkan Rp.Pekerjaan lain - lain

1.000 Ls Membongkar dan menyiram beton @ Rp. 65,000.00 Rp. Jumlah Rp.

Dibulatkan Rp.V. Rekapitulasi Pekerjaan Beton :Suplemen 331 M3 Beton bertulang pondasi tapak

1.000 M3 SNI DT-91-0008-2007-6.7 @ Rp. 949,700.00 Rp.68.289 Kg SNI DT-91-0008-2007-6.17 @ Rp. 15,300.00 Rp.13.333 M2 SNI DT-91-0008-2007-6.20 @ Rp. 122,200.00 Rp.1.000 Ls Pekerjaan lain - lain @ Rp. 65,000.00 Rp.


Suplemen 10a1 M3 Ring balok uk. 15 x 20 CM



Suplemen 111 M3 Balok gunungan/latei uk. 13 x 15 CM

1.000 M3 SNI DT-91-0008-2007-6.7 @ Rp. 949,700.00 Rp.

179.274 Kg SNI DT-91-0008-2007-6.17 @ Rp. 15,300.00 Rp.7.692 M2 SNI DT-91-0008-2007-6.23 @ Rp. 297,200.00 Rp.1.000 Ls Pekerjaan lain - lain @ Rp. 65,000.00 Rp.


Suplemen 141 M3 Tangga beton



Suplemen 171 M3 Kolom uk. 20 x 20 CM



Suplemen 221 M3 Sloof uk. 15 x 20 CM



Suplemen 261 M3 Balok sloof uk. 13 x 15 CM






Suplemen 28a1 M3 Balok sloof uk. 20 x 25 CM






Suplemen 31a1 M3 Balok lantai uk. 20 x 30 CM









Suplemen 37a1 M3 Balok sloof uk. 30 x 40 CM



Suplemen 381 M3 Plat dag / meja, T = 8 CM



Suplemen 38a1 M3 Balok lantai uk. 30 x 40 CM



Suplemen 391 M3 Balok lantai uk. 15 x 50 CM



Suplemen 421 M3 Plat lantai uk. Tebal 12 CM



Suplemen 431 M3 Pondasi tapak untuk bangunan bertinkat



V. Pekerjaan Dinding :SNI DT-91-0009-2007-6.71 M2 Pasangan bata merah tebal 1/2 bata adukan 1 pc : 2 pp

0.038 M3 Pasir pasang @ Rp. 112,500.00 Rp.70.000 Bh Batu bata @ Rp. 470.00 Rp.18.950 Kg Semen portland @ Rp. 1,300.00 Rp.

0.300 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.015 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0009-2007-6.91 M2 Pasangan bata merah tebal 1/2 bata adukan 1 pc : 4 pp

0.043 M3 Pasir pasang @ Rp. 112,500.00 Rp.70.000 Bh Batu bata @ Rp. 470.00 Rp.11.500 Kg Semen portland @ Rp. 1,300.00 Rp.0.300 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.015 OH Mandor @ Rp. 80,000.00 Rp.


VI. Pekerjaan Plesteran :SNI DT-91-0010-2007-6.21 M2 Memasang plesteran 1 pc : 2 pp, tebal 15 MM

0.020 M3 Pasir pasang @ Rp. 112,500.00 Rp.10.224 Kg Semen portland @ Rp. 1,300.00 Rp.0.200 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.0.010 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0010-2007-6.41 M2 Memasang plesteran 1 pc : 4 pp, tebal 15 MM

0.024 M3 Pasir pasang @ Rp. 112,500.00 Rp.6.240 Kg Semen portland @ Rp. 1,300.00 Rp.0.200 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.0.010 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0010-2007-6.271 M2 Memasang acian beton

3.250 Kg Semen portland @ Rp. 1,300.00 Rp.0.150 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.008 OH Mandor @ Rp. 80,000.00 Rp.


VII. Pekerjaan Kayu :SNI DT-91-0011-2007-6.11 M3 Membuat dan memasang kuzen pintu / jendela kayu (kayu klas - I)

1.100 M3 Bahan kayu klas - I @ Rp. 8,043,300.00 Rp.1.000 Kg Lem kayu @ Rp. 31,500.00 Rp.1.250 Kg Paku biasa 10 CM @ Rp. 15,100.00 Rp.7.000 OH Pekerja @ Rp. 65,000.00 Rp.21.000 OH Tukang kayu @ Rp. 86,000.00 Rp.2.100 OH Kepala tukang @ Rp. 103,000.00 Rp.0.350 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.21 M3 Membuat dan memasang kuzen pintu / jendela kayu (kayu klas - II)

1.200 M3 Bahan kayu klas - II @ Rp. 5,362,100.00 Rp.1.000 Kg Lem kayu @ Rp. 31,500.00 Rp.1.250 Kg Paku biasa 10 CM @ Rp. 15,100.00 Rp.6.000 OH Pekerja @ Rp. 65,000.00 Rp.18.000 OH Tukang kayu @ Rp. 86,000.00 Rp.

1.800 OH Kepala tukang @ Rp. 103,000.00 Rp.0.300 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.51 M2 Membuat dan memasang daun pintu panel kayu (kayu klas - II)

0.040 M3 Papan kayu klas - II @ Rp. 5,362,100.00 Rp.0.500 Kg Lem kayu @ Rp. 31,500.00 Rp.1.000 OH Pekerja @ Rp. 65,000.00 Rp.3.000 OH Tukang kayu @ Rp. 86,000.00 Rp.0.300 OH Kepala tukang @ Rp. 103,000.00 Rp.0.050 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.61 M2 Membuat dan memasang pintu dan jendela kaca (kayu klas - II)

0.024 M3 Papan kayu klas - II @ Rp. 5,362,100.00 Rp.0.300 Kg Lem kayu @ Rp. 31,500.00 Rp.0.800 OH Pekerja @ Rp. 65,000.00 Rp.2.400 OH Tukang kayu @ Rp. 86,000.00 Rp.0.240 OH Kepala tukang @ Rp. 103,000.00 Rp.0.040 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.101 M2 Memasang jalusi kuzen kayu (kayu klas - II)

0.060 M3 Papan kayu klas - II @ Rp. 5,362,100.00 Rp.0.150 Kg Paku 1 CM - 2,5 CM @ Rp. 15,100.00 Rp.0.670 OH Pekerja @ Rp. 65,000.00 Rp.2.000 OH Tukang kayu @ Rp. 86,000.00 Rp.0.200 OH Kepala tukang @ Rp. 103,000.00 Rp.0.335 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.191 M2 Memasang rangka langit - langit

0.011 M3 Kaso - kaso kayu klas II @ Rp. 5,362,100.00 Rp.0.200 Kg Paku 7 CM - 10 CM @ Rp. 15,100.00 Rp.0.150 OH Pekerja @ Rp. 65,000.00 Rp.0.300 OH Tukang kayu @ Rp. 86,000.00 Rp.0.030 OH Kepala tukang @ Rp. 103,000.00 Rp.0.075 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0011-2007-6.221 M' Memasang listplank uk. 1,8 x 20 CM

0.004 M3 Papan kayu klas - II @ Rp. 5,362,100.00 Rp.0.050 Kg Paku biasa 5 CM - 7 CM @ Rp. 15,100.00 Rp.0.100 OH Pekerja @ Rp. 65,000.00 Rp.0.200 OH Tukang kayu @ Rp. 86,000.00 Rp.0.025 OH Kepala tukang @ Rp. 103,000.00 Rp.0.005 OH Mandor @ Rp. 80,000.00 Rp.


SNI -3434-6.271 M3 Mengerjakan kuda - kuda konvensional kayu klas - I bentang 6 M

1.100 M3 Balok kayu @ Rp. 8,043,300.00 Rp.15.000 Kg Besi strip tebal 5 MM @ Rp. 34,390.00 Rp.5.600 Kg Paku biasa 12 CM @ Rp. 15,100.00 Rp.4.000 OH Pekerja @ Rp. 65,000.00 Rp.12.000 OH Tukang kayu @ Rp. 86,000.00 Rp.

1.200 OH Kepala tukang @ Rp. 103,000.00 Rp.0.200 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0014-2007-6.201 M2 Rangka kuda - kuda aluzing 55% aluminium (galvanized) untuk genteng metal

4.260 M' Profil C 75.75 @ Rp. 12,600.00 Rp.4.930 M' Reng U 0.5 @ Rp. 9,700.00 Rp.14.000 Bh Baut truss uk. 12 (14 x 20) @ Rp. 420.00 Rp.11.000 Bh Baut reng uk. 10 (16 x 16) @ Rp. 360.00 Rp.0.140 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.040 OH Kepala tukang @ Rp. 103,000.00 Rp.0.070 OH Mandor @ Rp. 80,000.00 Rp.


SNI-03-3436-1994-6.11 M2 Atap genteng metal

1.020 Lbr Atap seng genteng metal 0,25 @ Rp. 77,230.00 Rp.9.000 Bh Screw / baut seng metal @ Rp. 80.00 Rp.0.200 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.001 OH Mandor @ Rp. 80,000.00 Rp.


SNI-03-3436-1994-6.21 M' Rabung genteng metal

1.100 Lbr Rabung seng genteng metal @ Rp. 54,300.00 Rp.9.000 Bh Screw / baut seng metal 1,5" @ Rp. 80.00 Rp.0.250 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.0.013 OH Mandor @ Rp. 80,000.00 Rp.


SNI -3436-1994-6.31 M2 Mengerjakan atap seng BJLS 0,20

0.700 Lbr Seng BJLS 020 6 kaki @ Rp. 54,300.00 Rp.0.020 Kg Paku Seng @ Rp. 15,100.00 Rp.0.120 OH Pekerja @ Rp. 65,000.00 Rp.0.006 OH Kepala Tukang @ Rp. 103,000.00 Rp.0.006 OH Mandor @ Rp. 80,000.00 Rp.0.060 OH Tukang @ Rp. 86,000.00 Rp.


SNI -3436-1994-6.41 M' Mengerjakan bubungan seng BJLS 0,20

0.300 Lbr Seng Plat 6 kaki @ Rp. 77,200.00 Rp.0.040 Kg Paku Seng @ Rp. 15,100.00 Rp.0.150 OH Pekerja @ Rp. 65,000.00 Rp.0.008 OH Kepala Tukang @ Rp. 103,000.00 Rp.0.006 OH Mandor @ Rp. 80,000.00 Rp.0.070 OH Tukang @ Rp. 86,000.00 Rp.


SNI DT-91-0014-2007-6.181 M' Mengerjakan talang patahan

1.050 M' Seng plat @ Rp. 63,300.00 Rp.0.015 Kg Paku 1 CM - 2,5 CM @ Rp. 15,100.00 Rp.

0.019 M3 Papan kayu klas - II @ Rp. 5,362,100.00 Rp.0.200 OH Pekerja @ Rp. 65,000.00 Rp.0.400 OH Tukang besi @ Rp. 86,000.00 Rp.0.025 OH Kepala tukang @ Rp. 103,000.00 Rp.0.010 OH Mandor @ Rp. 80,000.00 Rp.


VIII. Pekerjaan Penutup Lantai dan Dinding :SNI DT-91-0012-2007-6.361 M2 Memasang lantai keramik 20 x 20 CM (unpolished)

25.000 Bh Keramik 20 x 20 CM unpolished @ Rp. 2,200.00 Rp.10.400 Kg Semen portland @ Rp. 1,300.00 Rp.0.045 M3 Pasir pasang @ Rp. 112,500.00 Rp.1.620 Kg Semen warna @ Rp. 3,100.00 Rp.0.700 OH Pekerja @ Rp. 65,000.00 Rp.0.350 OH Tukang @ Rp. 86,000.00 Rp.0.035 OH Kepala tukang @ Rp. 103,000.00 Rp.0.035 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0012-2007-6.641 M2 Memasang lantai keramik 40 x 40 CM (polished)

6.250 Bh Keramik 40 x 40 CM polished @ Rp. 9,200.00 Rp.10.000 Kg Semen portland @ Rp. 1,300.00 Rp.0.045 M3 Pasir pasang @ Rp. 112,500.00 Rp.1.500 Kg Semen warna @ Rp. 3,100.00 Rp.0.620 OH Pekerja @ Rp. 65,000.00 Rp.0.350 OH Tukang @ Rp. 86,000.00 Rp.0.035 OH Kepala tukang @ Rp. 103,000.00 Rp.0.030 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0012-2007-6.651 M2 Memasang lantai keramik 40 x 40 CM (unpolished)

6.250 Bh Keramik 40 x 40 CM unpolished @ Rp. 9,500.00 Rp.10.000 Kg Semen portland @ Rp. 1,300.00 Rp.0.045 M3 Pasir pasang @ Rp. 112,500.00 Rp.1.500 Kg Semen warna @ Rp. 3,100.00 Rp.0.620 OH Pekerja @ Rp. 65,000.00 Rp.0.350 OH Tukang @ Rp. 86,000.00 Rp.0.035 OH Kepala tukang @ Rp. 103,000.00 Rp.0.030 OH Mandor @ Rp. 80,000.00 Rp.


SNI DT-91-0012-2007-6.541 M2 Memasang dinding keramik 20 x 25 CM

20.000 Bh Keramik 20 x 25 CM @ Rp. 2,400.00 Rp.9.300 Kg Semen portland @ Rp. 1,300.00 Rp.0.018 M3 Pasir pasang @ Rp. 112,500.00 Rp.1.940 Kg Semen warna @ Rp. 3,100.00 Rp.0.600 OH Pekerja @ Rp. 65,000.00 Rp.0.450 OH Tukang @ Rp. 86,000.00 Rp.0.045 OH Kepala tukang @ Rp. 103,000.00 Rp.0.030 OH Mandor @ Rp. 80,000.00 Rp.


IX. Pekerjaan Langit - Langit :SNI DT-91-0013-2007-6.11 M2 Memasang langit - langit asbes 1 x 1 M

0.010 Kg Paku tripleks @ Rp. 14,400.00 Rp.1.100 Lbr Asbes 1 x 1 M @ Rp. 19,950.00 Rp.



SNI DT-91-0013-2007-6.71 M2 Memasang plafond kalsyboard uk. 1,20 x 2,40 M

0.364 Lbr Kalsyboard 1,20 x 2,40 M @ Rp. 69,300.00 Rp.0.110 Kg Baut skrup @ Rp. 80.00 Rp.0.100 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang kayu @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.050 OH Mandor @ Rp. 80,000.00 Rp.


X. Pekerjaan Sanitasi :RSNI T-15-2002-B.21 Bh Kloset jongkok porselen

1.000 Bh Kloset jongkok porselen @ Rp. 80,700.00 Rp.0.010 M3 Pasir pasang @ Rp. 112,500.00 Rp.6.000 Kg Semen portland @ Rp. 1,300.00 Rp.1.000 OH Pekerja @ Rp. 65,000.00 Rp.1.500 OH Tukang @ Rp. 86,000.00 Rp.1.500 OH Kepala tukang @ Rp. 103,000.00 Rp.0.160 OH Mandor @ Rp. 80,000.00 Rp.


RSNI T-15-2002-6.191 M' Memasang pipa Galvanis dia. 1/2"

1.200 M' Pipa Galvanis dia. 1/2" @ Rp. 2,433.33 Rp.35% Harga pipa untuk perlengkapan @ Rp. 851.67 Rp.



RSNI T-15-2002-B.251 M' Memasang pipa PVC type AW dia. 1/2"

1.200 M' Pipa PVC dia. 1/2" @ Rp. 4,000.00 Rp.35% Harga pipa untuk perlengkapan @ Rp. 1,400.00 Rp.



RSNI T-15-2002-B.261 M' Memasang pipa PVC type AW dia. 3/4"

1.100 M' Pipa PVC dia. 3/4" @ Rp. 4,800.00 Rp.25% Harga pipa untuk perlengkapan @ Rp. 1,200.00 Rp.



RSNI T-15-2002-B.281 M' Memasang pipa PVC type AW dia. 1 1/2"

1.200 M' Pipa PVC dia. 1 1/2" @ Rp. 11,500.00 Rp.35% Harga pipa untuk perlengkapan @ Rp. 4,025.00 Rp.



RSNI T-15-2002-B.311 M' Memasang pipa PVC type AW dia. 3"

1.200 M' Pipa PVC dia. 3" @ Rp. 25,100.00 Rp.30% Harga pipa untuk perlengkapan @ Rp. 7,530.00 Rp.



RSNI T-15-2002-B.321 M' Memasang pipa PVC type AW dia. 4"

1.200 M' Pipa PVC dia. 4" @ Rp. 39,500.00 Rp.35% Harga pipa untuk perlengkapan @ Rp. 13,825.00 Rp.



RSNI T-15-2002-B.351 Bh Memasang kran dia. 3/4" atau 1/2"

1.000 Bh Kran air @ Rp. 12,300.00 Rp.0.025 Bh Seal tape @ Rp. 5,000.00 Rp.0.010 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.005 OH Mandor @ Rp. 80,000.00 Rp.


RSNI T-15-2002-B.361 Bh Memasang floor drain

1.000 Bh Floor drain @ Rp. 45,800.00 Rp.0.010 OH Pekerja @ Rp. 65,000.00 Rp.0.100 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.005 OH Mandor @ Rp. 80,000.00 Rp.


XI. Pekerjaan Kunci dan Kaca :RSNI T-30-200-B.21 Bh Memasang kunci tanam biasa

1.000 Bh Kunci tanam biasa @ Rp. 114,600.00 Rp.0.010 OH Pekerja @ Rp. 65,000.00 Rp.0.500 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.0.005 OH Mandor @ Rp. 80,000.00 Rp.


RSNI T-30-200-B.41 Bh Memasang kunci tanam silinder

1.000 Bh Kunci tanam silinder @ Rp. 131,100.00 Rp.0.010 OH Pekerja @ Rp. 65,000.00 Rp.0.500 OH Tukang @ Rp. 86,000.00 Rp.0.010 OH Kepala tukang @ Rp. 103,000.00 Rp.

0.00025 OH Mandor @ Rp. 80,000.00 Rp. Jumlah Rp.

Dibulatkan Rp.RSNI T-30-200-B.51 Bh Memasang engsel pintu

1.000 Bh Engsel pintu @ Rp. 12,000.00 Rp.0.015 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.


Dibulatkan Rp.RSNI T-30-200-B.61 Bh Memasang engsel jendela kupu - kupu

1.000 Bh Engsel jendela @ Rp. 9,000.00 Rp.



RSNI T-30-200-B.91 Bh Memasang kait angin jendela

1.000 Bh Kait angin @ Rp. 9,600.00 Rp.0.015 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.


Dibulatkan Rp.

RSNI T-30-200-B.261 Bh Memasang hak tarikan jendela

1.000 Bh Tarikan jendela @ Rp. 6,000.00 Rp.0.015 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.


Dibulatkan Rp.RSNI T-30-200-B.251 Bh Memasang pacok jendela

1.000 Bh Pacok jendela @ Rp. 9,600.00 Rp.0.020 OH Pekerja @ Rp. 65,000.00 Rp.0.200 OH Tukang @ Rp. 86,000.00 Rp.0.020 OH Kepala tukang @ Rp. 103,000.00 Rp.


Dibulatkan Rp.RSNI T-30-200-B.121 Bh Memasang pegangan pintu double

1.000 Bh Pegangan pintu / door holder @ Rp. 150,000.00 Rp.0.050 OH Pekerja @ Rp. 65,000.00 Rp.0.500 OH Tukang @ Rp. 86,000.00 Rp.0.050 OH Kepala tukang @ Rp. 103,000.00 Rp.0.0025 OH Mandor @ Rp. 80,000.00 Rp.


RSNI T-30-200-B.111 Bh Memasang slot pintu double

1.000 Bh Slot pintu double @ Rp. 50,000.00 Rp.0.020 OH Pekerja @ Rp. 65,000.00 Rp.0.200 OH Tukang @ Rp. 86,000.00 Rp.0.020 OH Kepala tukang @ Rp. 103,000.00 Rp.0.0010 OH Mandor @ Rp. 80,000.00 Rp.


RSNI T-30-200-B.171 M2 Pasang kaca tebal 5 MM

1.100 M2 Kaca tebal 5 MM @ Rp. 200,200.00 Rp.0.015 OH Pekerja @ Rp. 65,000.00 Rp.0.150 OH Tukang @ Rp. 86,000.00 Rp.0.015 OH Kepala tukang @ Rp. 103,000.00 Rp.0.0075 OH Mandor @ Rp. 80,000.00 Rp.


XII. Pekerjaan Pengecatan :PT. T-38-2000-C-B.81 M2 Pengecatan bidang kayu

0.200 Kg Cat menie @ Rp. 27,000.00 Rp.0.150 Kg Plamir @ Rp. 15,300.00 Rp.0.170 Kg Cat dasar @ Rp. 14,400.00 Rp.0.260 Kg Cat kayu / minyak @ Rp. 30,200.00 Rp.0.070 OH Pekerja @ Rp. 65,000.00 Rp.0.009 OH Tukang @ Rp. 86,000.00 Rp.0.006 OH Kepala tukang @ Rp. 103,000.00 Rp.0.0025 OH Mandor @ Rp. 80,000.00 Rp.


PT. T-38-2000-C-B.141 M2 Pengecatan tembok baru

0.100 Kg Plamir @ Rp. 15,300.00 Rp.0.100 Kg Cat dasar @ Rp. 14,400.00 Rp.0.260 Kg Cat tembok @ Rp. 30,200.00 Rp.0.020 OH Pekerja @ Rp. 65,000.00 Rp.0.063 OH Tukang @ Rp. 86,000.00 Rp.0.0063 OH Kepala tukang @ Rp. 103,000.00 Rp.0.0025 OH Mandor @ Rp. 80,000.00 Rp.


BSN

6,500.00 4,000.00 10,500.00 10,500.00

48,750.00 2,000.00 50,750.00 50,800.00

136,908.00 16,250.00 2,000.00 155,158.00 155,158.00

21,645.00 880.00 22,525.00 22,525.00

125,400.00 19,500.00 800.00 145,700.00 145,700.00

88,800.00 9,750.00 1,200.00 99,750.00 99,700.00

65,160.00 19,500.00 800.00 85,460.00 85,400.00

32,500.00 4,000.00 36,500.00 36,500.00

386,520.00 45,144.00 50,700.00 33,540.00 4,017.00 3,120.00 523,041.00 523,000.00

35,100.00 154,608.00 122,522.40 252,200.00 195,000.00 73,100.00 8,755.00 12,000.00 853,285.40 853,200.00

321,100.00 173,800.00 139,860.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 816,034.00 816,000.00

358,800.00 165,600.00 141,680.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 847,354.00 847,300.00

388,700.00 159,800.00 142,380.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 872,154.00 872,100.00

299,000.00 178,600.00 143,780.00 38,000.00 78,000.00 17,200.00 2,060.00 4,800.00

761,440.00 761,400.00

423,800.00 152,000.00 144,060.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 901,134.00 901,100.00

457,600.00 146,200.00 144,340.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 929,414.00 929,400.00

482,300.00 139,600.00 146,580.00 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 949,754.00 949,700.00

499,200.00 138,400.00 223,107.93 40,850.00 107,250.00 23,650.00 2,884.00 6,640.00 1,041,981.93 1,041,900.00

139,650.00 2,715.00 4,550.00 6,020.00 721.00 320.00 153,976.00 15,397.60 15,300.00

178,740.00 4,530.00 369.00 33,800.00 22,360.00 2,678.00 2,080.00

244,557.00 122,278.50 122,200.00

201,082.50 4,530.00 369.00 33,800.00 22,360.00 2,678.00 2,080.00 266,899.50 133,449.75 133,400.00

178,740.00 6,040.00 738.00 80,431.50 42,210.00 193,000.00 42,900.00 28,380.00 3,399.00 2,640.00 578,478.50 289,239.25 289,200.00

178,740.00 6,040.00 738.00 96,517.80 42,210.00 193,000.00 42,900.00 28,380.00 3,399.00 2,640.00 594,564.80 297,282.40 297,200.00

65,000.00 65,000.00 65,000.00

949,700.00 1,044,821.70 1,629,292.60 65,000.00 3,688,814.30 3,688,800.00

949,700.00 1,783,575.91 1,981,333.33 65,000.00 4,779,609.24 4,779,600.00

949,700.00

2,742,888.15 2,286,153.85 65,000.00 6,043,741.99 6,043,700.00

949,700.00 1,686,264.09 990,666.67 65,000.00 3,691,630.75 3,691,600.00

949,700.00 1,810,246.53 2,892,000.00 65,000.00 5,716,946.53 5,716,900.00

949,700.00 2,789,295.91 889,333.33 65,000.00 4,693,329.24 4,693,300.00

949,700.00 3,593,411.23 1,026,153.85 65,000.00 5,634,265.07 5,634,200.00

949,700.00 1,860,339.57 1,482,222.22 65,000.00 4,357,261.79 4,357,200.00

949,700.00 1,813,999.52 667,000.00 65,000.00 3,495,699.52 3,495,600.00

949,700.00 2,600,092.34 1,928,000.00 65,000.00 5,542,792.34 5,542,700.00

949,700.00 2,923,706.33 990,666.67 65,000.00 4,929,072.99 4,929,000.00

949,700.00 2,932,221.33 2,224,615.38 65,000.00 6,171,536.72 6,171,500.00

949,700.00 1,479,742.39 533,600.00 65,000.00 3,028,042.39 3,028,000.00

949,700.00 1,868,926.88 889,333.33 65,000.00 3,772,960.21 3,772,900.00

949,700.00 1,335,066.14 1,667,500.00 65,000.00 4,017,266.14 4,017,200.00

949,700.00 1,425,445.41 1,733,666.67 65,000.00 4,173,812.08 4,173,800.00

949,700.00 1,784,418.09 3,606,026.67 65,000.00 6,405,144.76 6,405,100.00

949,700.00 2,515,320.00 1,236,352.00 65,000.00 4,766,372.00 4,766,300.00

949,700.00 2,013,786.00 146,640.00 65,000.00 3,175,126.00 3,175,100.00

4,275.00 32,900.00 24,635.00

19,500.00 8,600.00 1,030.00 1,200.00 92,140.00 92,100.00

4,837.50 32,900.00 14,950.00 19,500.00 8,600.00 1,030.00 1,200.00 83,017.50 83,000.00

2,250.00 13,291.20 13,000.00 12,900.00 1,545.00 800.00 43,786.20 43,700.00

2,700.00 8,112.00 13,000.00 12,900.00 1,545.00 800.00 39,057.00 39,000.00

4,225.00 9,750.00 8,600.00 1,030.00 640.00 24,245.00 24,200.00

8,847,630.00 31,500.00 18,875.00 455,000.00 1,806,000.00 216,300.00 28,000.00 11,403,305.00 11,403,300.00

6,434,520.00 31,500.00 18,875.00 390,000.00 1,548,000.00

185,400.00 24,000.00 8,632,295.00 8,632,200.00

214,484.00 15,750.00 65,000.00 258,000.00 30,900.00 4,000.00 588,134.00 588,100.00

128,690.40 9,450.00 52,000.00 206,400.00 24,720.00 3,200.00 424,460.40 424,400.00

321,726.00 2,265.00 43,550.00 172,000.00 20,600.00 26,800.00 586,941.00 586,900.00

58,983.10 3,020.00 9,750.00 25,800.00 3,090.00 6,000.00 106,643.10 106,600.00

21,448.40 755.00 6,500.00 17,200.00 2,575.00 400.00 48,878.40 48,800.00

8,847,630.00 515,850.00 84,560.00 260,000.00 1,032,000.00

123,600.00 16,000.00 10,879,640.00 10,879,600.00

53,676.00 47,821.00 5,880.00 3,960.00 9,100.00 8,600.00 4,120.00 5,600.00 138,757.00 138,700.00

78,774.60 720.00 13,000.00 8,600.00 1,030.00 80.00 102,204.60 102,200.00

59,730.00 720.00 16,250.00 12,900.00 1,545.00 1,040.00 92,185.00 92,100.00

38,010.00 302.00 7,800.00 618.00 480.00 5,160.00 52,370.00 52,300.00

23,160.00 604.00 9,750.00 824.00 480.00 6,020.00 40,838.00 40,800.00

66,465.00 226.50

101,879.90 13,000.00 34,400.00 2,575.00 800.00 219,346.40 219,300.00

55,000.00 13,520.00 5,062.50 5,022.00 45,500.00 30,100.00 3,605.00 2,800.00 160,609.50 160,600.00

57,500.00 13,000.00 5,062.50 4,650.00 40,300.00 30,100.00 3,605.00 2,400.00 156,617.50 156,600.00

59,375.00 13,000.00 5,062.50 4,650.00 40,300.00 30,100.00 3,605.00 2,400.00 158,492.50 158,400.00

48,000.00 12,090.00 2,025.00 6,014.00 39,000.00 38,700.00 4,635.00 2,400.00 152,864.00 152,800.00

144.00 21,945.00

1,950.00 6,020.00 721.00 160.00 30,940.00 30,900.00

25,225.20 8.80 6,500.00 8,600.00 1,030.00 4,000.00 45,364.00 45,300.00

80,700.00 1,125.00 7,800.00 65,000.00 129,000.00 154,500.00 12,800.00 450,925.00 450,900.00

2,920.00 851.67 3,510.00 7,740.00 927.00 2,160.00 18,108.67 18,100.00

4,800.00 1,400.00 2,340.00 5,160.00 618.00 144.00 14,462.00 14,400.00

5,280.00 1,200.00 2,340.00 5,160.00 618.00 144.00 14,742.00 14,700.00

13,800.00 4,025.00 2,340.00 5,160.00 618.00 144.00 26,087.00 26,000.00

30,120.00 7,530.00 5,265.00 11,610.00 1,390.50 328.00 56,243.50 56,200.00

47,400.00 13,825.00 5,265.00 11,610.00 1,390.50 328.00 79,818.50 79,800.00

12,300.00 5,000.00 650.00 8,600.00 1,030.00 400.00 27,980.00 27,900.00

45,800.00 650.00 8,600.00 1,030.00 400.00 56,480.00 56,400.00

114,600.00 650.00 43,000.00 1,030.00 400.00 159,680.00 159,600.00

131,100.00 650.00 43,000.00 1,030.00 20.00 175,800.00 175,800.00

12,000.00 975.00 12,900.00 1,545.00 60.00 27,480.00 27,400.00

9,000.00

650.00 8,600.00 1,030.00 40.00 19,320.00 19,300.00

9,600.00 975.00 12,900.00 1,545.00 60.00 25,080.00 25,000.00

6,000.00 975.00 12,900.00 1,545.00 60.00 21,480.00 21,400.00

9,600.00 1,300.00 17,200.00 2,060.00 60.00 30,220.00 30,200.00

150,000.00 3,250.00 43,000.00 5,150.00 200.00 201,600.00 201,600.00

50,000.00 1,300.00 17,200.00 2,060.00 80.00 70,640.00 70,600.00

220,220.00 975.00 12,900.00 1,545.00 600.00 236,240.00 236,200.00

5,400.00 2,295.00 2,448.00 7,852.00 4,550.00 774.00 618.00 200.00 24,137.00 24,100.00

1,530.00 1,440.00 7,852.00 1,300.00 5,418.00 648.90 200.00 18,388.90 18,300.00

PEMERINTAH KOTA LANGSADINAS PENDIDIKAN

Jln. H. Agussalim No. 10 Telp. (0641) 21174LANGSA

Rencana Anggaran Dan Biaya (RAB)Rencana Kerja Dan Syarat - Syarat (RKS)Gambar Rencana

KEGIATAN :PEMBANGUNAN USB

SMK Kesehatan Negeri - 6 LANGSA

PEKERJAAN :

Pembangunan Lab. Keperawatan & Lab. Klinik Kesehatan / UKSLOKASI : Kota langsaNILAI PEKERJAAN : Rp. 1.687.000.000,-SUMBER DANA : APBNTAHUN ANGGARAN : 2013

Pembangunan Ruang Kelas Belajar (RKB), 3 LokalPembangunan Ruang Kelas Belajar (RKB), 2 Lokal

Pembangunan Lab. Keperawatan & Lab. Klinik Kesehatan / UKS

JADWAL PELAKSANAAN PEMBANGUNAN USBSMKN 6 Kesehatan Langsa

KegiatanLokasi : Jln. Perumnas Paya DalamKecamatan : Langsa BaroKab. / Kota : Kota Langsa

NO URAIAN PEKERJAANBULAN 1 BULAN 2 BULAN 3 BULAN 4

1 2 3 4 1 2 3 4 1 2 3 4 1I #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

II PEKERJAAN PERSIAPANA #REF! #REF! #REF! #REF!

B #REF! #REF! #REF! #REF!

C #REF! #REF! #REF! #REF! #REF!

D #REF! #REF! #REF! #REF! #REF!

E #REF! #REF! #REF! #REF! #REF!

F #REF! #REF! #REF! #REF! #REF! #REF!

G #REF! #REF! #REF! #REF! #REF!

H #REF! #REF! #REF! #REF!

I #REF! #REF! #REF! #REF!

J #REF! #REF! #REF! #REF!

K #REF! #REF! #REF! #REF!

L #REF! #REF! #REF! #REF!

III #REF!A #REF! #REF! #REF! #REF!


: Pembangunan USB - SMKN 6 Kesehatan Langsa

NILAI KONTRAK

( Rp. )

BOBOT ( % )




F #REF! #REF! #REF! #REF! #REF!

G #REF! #REF! #REF! #REF!




IV #REF!A #REF! #REF! #REF! #REF!











V #REF!A #REF! #REF! #REF! #REF!




E #REF! #REF! #REF! #REF!

F #REF! #REF! #REF! #REF!







VI #REF!A #REF! #REF! #REF! #REF!



D #REF! #REF! #REF! #REF!

E #REF! #REF! #REF!F #REF! #REF! #REF!G #REF! #REF! #REF! #REF!

H #REF! #REF! #REF!VII #REF!

A #REF! #REF! #REF!B #REF! #REF! #REF!C #REF! #REF! #REF!

VIII #REF! #REF! #REF!Rencana Mingguan #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Rencana Kumulatif Mingguan 0 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Realisasi Mingguan 0Kecepatan / Keterlambatan (+/-)

#REF! ### Disetujui ;#REF! ###

###

#REF! ### ####REF! ### ###

Ketua Tim Pendiri USBSekolah Menengah Kejuruan (SMK) SMKN 6 Kesehatan Langsa


BULAN 4 BULAN 5 BULAN 6KET

2 3 4 1 2 3 4 1 2 3 4#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 100%

#REF!

#REF! #REF!

#REF! #REF!

#REF!

#REF!

#REF! #REF! #REF! #REF! #REF!

#REF!

#REF! #REF! #REF! #REF! #REF! 0%#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

###Tim Perencana dan Pengawas

YULIANSYAH PUTRA, ST.Ketua

Ketua Tim Pendiri USBSMKN 6 Kesehatan Langsa

TABEL PENGGUNAAN DANA( PEMBANGUNAN USB - SMKN 6 KESEHATAN LANGSA )

No. Uraian PekerjaanAPBN SHARING APBN

1 2 3 4 = ( 4 % x 3 ) 5 = ( 3 % x 3 ) 6 = ( 1,5 % x 3 ) 7 = ( 3 + 4 + 5 + 6 )

1 #REF! #REF! - - - - #REF!

2 PEKERJAAN PERSIAPAN #REF! - #REF! #REF! #REF! #REF!

3 #REF! #REF! - #REF! #REF! #REF! #REF!



6 #REF! - #REF! #REF! #REF! #REF! -

7 #REF! - #REF! #REF! #REF! #REF! -

8 #REF! #REF! - - - - #REF!

Total Jumlah #REF! #REF! #REF! #REF! #REF! #REF!

Dibulatkan #REF! #REF! #REF! #REF! #REF! #REF!

Total Jumlah Dana APBN + Dana Sharing, Rp. #REF!

Disetujui ;Pj. Kepala Dinas Pendidikan

Kota Langsa

#REF!#REF!

Pagu Fisik / Sumber Dana

( Rp. )

Biaya

Perencanaan ( Rp. )

Biaya

Pengawasan ( Rp. )

Biaya

Pengelola

Teknis

( Rp. )

Total Pagu / Sumber Dana ( Rp. )

Terbilang : Tiga Milyar Tiga Puluh Enam Juta Rupiah,-


SHARING7 = ( 3 + 4 + 5 + 6 )

-

-

-

-

-

#REF!

#REF!

-

#REF!

#REF!

#REF!

Total Pagu / Sumber Dana ( Rp. )


No. Uraian Pekerjaan

1 2 3 4 = ( 4 % x 3 ) 5 = ( 3 % x 3 ) 6 = ( 1,5 % x 3 )1 #REF! #REF! - - - 2 PEKERJAAN PERSIAPAN #REF! #REF! #REF! #REF!3 #REF! #REF! #REF! #REF! #REF!4 #REF! #REF! #REF! #REF! #REF!5 #REF! #REF! #REF! #REF! #REF!6 #REF! #REF! #REF! #REF! #REF!7 #REF! #REF! - - -

Total Jumlah #REF! #REF! #REF! #REF!Dibulatkan #REF! #REF! #REF! #REF!

Disetujui ;Pj. Kepala Dinas Pendidikan

Kota Langsa

H. JAUHARI, SH. MH.Pembina / NIP. 19640404 198603 1 014

Pagu Fisik

( Rp. )

Biaya

Perencanaan

( Rp. )

Biaya

Pengawasan

( Rp. )

Biaya

Pengelola Teknis ( Rp. )

Terbilang : Dua Milyar Tujuh Ratus Enam Puluh Juta Rupiah,-


7 = ( 3 + 4 + 5 + 6 )#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!#REF!

Pj. Kepala Dinas Pendidikan

H. JAUHARI, SH. MH.Pembina / NIP. 19640404 198603 1 014

Total Pagu ( Rp. )


KegiatanLokasi : Jln. Perumnas Paya DalamKecamatan : Langsa BaroKab. / Kota : Kota Langsa

NO URAIAN PEKERJAANBULAN 1 BULAN 2 BULAN 3 BULAN 4

1 2 3 4 1 2 3 4 1 2 3 4 1I #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

II PEKERJAAN PERSIAPANA #REF! #REF! #REF! #REF!





F #REF! #REF! #REF! #REF! #REF! #REF!

G #REF! #REF! #REF! #REF! #REF!






: Pembangunan USB - SMKN 6 Kesehatan Langsa

NILAI KONTRAK

( Rp. )

BOBOT ( % )

III #REF!

A #REF! #REF! #REF! #REF!










IV #REF!A #REF! #REF! #REF! #REF!











V #REF!A #REF! #REF! #REF! #REF!




E #REF! #REF! #REF! #REF!

F #REF! #REF! #REF! #REF!





K #REF! #REF! #REF!

L #REF! #REF! #REF!

VI #REF!A #REF! #REF! #REF!

B #REF! #REF! #REF!

C #REF! #REF! #REF!

VII #REF! #REF! #REF!

Rencana Mingguan #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Rencana Kumulatif Mingguan 0 #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF!

Realisasi Mingguan 0

Kecepatan / Keterlambatan (+/-)

#REF! ### Disetujui ;#REF! ###

###

#REF! ### ####REF! ### ###

Ketua Tim Pendiri USBSekolah Menengah Kejuruan (SMK) SMKN 6 Kesehatan Langsa


BULAN 4 BULAN 5 BULAN 6KET

2 3 4 1 2 3 4 1 2 3 4#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 100%

#REF!

#REF!

#REF!

#REF! #REF!

#REF!

#REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! #REF! 0%



###Tim Perencana dan Pengawas

YULIANSYAH PUTRA, ST.Ketua

Ketua Tim Pendiri USBSMKN 6 Kesehatan Langsa

RAB SMK KESEHATAN PALING AKHIR

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