Rab BLK 2011

REKAPITULASI RENCANA ANGGARAN BIAYA KEGI KEGIATA ATAN N

: USUL USULAN AN PEMB PEMBAN ANGU GUNA NAN N BALA BALAII LATIH LATIHAN AN KERJ KERJA A

LOKASI

: KOMPLEKS BLK KENDARI

No.

Jumlah (Rp.)

Uraian Pekerjaan

1

PEMBANGUNAN GEDUNG KANTOR UTAMA

10,990,085,000.00

2

PEMBANGUNAN W ORK SHOP ANEKA KEJURUAN DAN PERT ANIAN

2,104,086,000.00

3

PEMBANGUNAN W ORK SHOP OTOMOTIF

1,091,330,000.00

4

PEMB PEMBAN ANGU GUNA NAN N WORK WORK SHO SHOP P BANG BANGUN UNAN AN,, PERT PERTUK UKAN ANGA GAN NK KAY AYU U DA DAN N R. TEOR TEORII

4,41 4,414, 4,00 005, 5,00 000. 0.00 00

5

PEMBANGUNAN W ORK SHOP TEKMEK DAN RUANG TEORI

4,716,032,000.00

6

PEMB PEMBAN ANGU GUNA NAN N WORK WORK SHOP SHOP LIST LISTRI RIK K DAN DAN ELEK ELEKTR TRON ONIK IKA A DAN DAN RUAN RUANG G TEOR TEORII

4,32 4,321, 1,61 617, 7,00 000. 0.00 00

7

PEMBANGUNAN RUMAH DINAS TYPE 70. 5 UNIT

1,735,275,000.00

8

PEMBANGUNAN RUMAH DINAS TYPE 50 M2 20 UNIT

3,305,989,000.00

9

PEMBANGUNAN SALURAN DRAINASE

10

PEMBANGUNAN ASRAMA SISW A

11

PEMBANGUNAN REVERVOAR

12

PEMBANGUNAN PAGAR DEPAN DAN PAPAN NAMA

450,000,000.00

13

PEMBANGUNAN PAGAR BELAKANG DAN SAMPING

756,000,000.00

14

PEMBANGUNAN JALAN KOMPLEKS

2,500,000,000.00

15

PEMBANGUNAN TAMAN

1,250,000,000.00

16

PEMBANGUNAN RUMAH TRAFO

892,057,000.00 2,738,794,000.00 484,730,000.00

750,000,000.00 Jumlah Kendari,

42,500,000,000.00

2011

Mengetahuin :

Konsultan Perencana:

KEPALA BLK UKM

CV. TEKNOPLAN

PROP SULTRA

Drs. MUSA TANDIKAPANG

SUNARYO, ST, M.Si

NIP. 19581214 198503 1 006

Direktur

RENCANA ANGGARAN BIAYA

KEGI KEGIATA ATAN N : USUL USULAN AN PEMB PEMBAN ANGU GUNA NAN N BALA BALAII LATIH LATIHAN AN KERJ KERJA A PEKERJ PEKERJAAN AAN : PEMBAN PEMBANGUN GUNAN AN GEDUNG GEDUNG KANTOR KANTOR UTAMA UTAMA LOKASI : KOMPLEKS BLK KENDARI No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp .

I. 1 2 3 4

PEK. PE PENDAHULUIAN Adm/Dokumentasi Pas. Papan Nama Proyek Pemb. Bangsal Kerja Pas. Bouplank

Ls Ls Ls Ls

1.00 1.00 1.00 1.00

1,500,000.00 700,000.00 4,500,000.00 4,102,000.00

1,500,000.00 700,000.00 4,500,000.00 4,102,000.00 10,802,000.00

II. II. 1 2 3 4 5

PEK. PEK. TANA TANAH, H, PASI PASIR R DAN DAN GALI GALIAN AN Pek. Galian Tanah Pondasi Urugan Tanah kembali pondasi Urugan pasir bawah pondasi Urugan Tanah alas lantai Urugan pasir bawah Lantai

M3 M3 M3 M3 M3

3,468.00 867.00 115.60 1,650.00 105.00

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

215,449,500.00 13,465,593.75 24,521,650.00 239,002,500.00 22,273,125.00 285,797,275.00

III. 1 2 3 4 5 6 7 8 9 10 11

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom Poor 1:2:3 Pek. Sloof 1:2:3 Pek. Kolom I 1:2:3 Pek. Balok 1:2:3 Pek. Lantai 1:2:3 Pek. Kolom II 1:2:3 Pek. Ring Balok 1:2:3 Pek. Tangga 1:2:3 Pek. Level dan Listplank 1:2:3

M2 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

88.20 54.43 16.90 96.00 30.72 96.00 150.00 30.72 48.00 15.15 44.05

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 9,523,500.00 8,723,500.00 9,323,500.00 8,523,500.00 8,723,500.00 8,723,500.00

6,632,199.00 418,772,592.00 157,529,856.00 786,576,000.00 286,417,920.00 914,256,000.00 1,308,525,000.00 286,417,920.00 409,128,000.00 132,161,025.00 384,287,622.00 5,090,704,134.00

IV. IV. 1 2 3 4 5

PEK. PEK. BATU, BATU, BATA BATA DAN DAN PLES PLESTER TERAN AN Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5 Pek. Plesteran Kolom 1:3

M3 M3 M2 M2 M2

25.12 125.60 502.40 2,512.00 163.20

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

42,176,982.40 189,925,412.00 34,929,360.00 157,226,080.00 10,674,096.00 434,931,930.40

V. 1 2 3 4 5 6 7

PEK. LANTAI Pek. Rabat Beton alas lantai Pek. Lantai keramik 30/30 cm Pek. Dinding KM/W C keramik 20/20 cm Pek. plint keramik 15/30 cm Pas. Relling Tangga Depan Besi Ulir Pas. Relling Tangga Depan GIP 2,5" Pek. Plint Kuku keramik

M2 M2 M2 M2 M' M' M'

339.60 693.23 40.98 55.20 25.60 16.25 145.00

75,195.00 233,845.00 205,557.50 240,557.50 1,000,000.00 100,000.00 130,553.75

25,536,222.00 162,108,369.35 8,423,746.35 13,278,774.00 25,600,000.00 1,625,000.00 18,930,293.75 255,502,405.45

VI. 1 2 3 4 5 6 7 8 9 10

PEK. ATAP Pek. Kuda-Kuda Baja Pek. Baja Kopel Pas. Baja Strang + Jarum Keras Pek. Kuda-Kuda Kayu Pek. Gording Pek. Atap Multi Roof Pek. Nok Multi Roof Pas. Kanovi (Atap Transparan) Pek. Talang Pek. Listplank kayu

Kg Kg Bh M3 M3 M2 M' Unit M' M2

10,188.10 602.25 20.00 2.54 14.25 937.68 78.98 1.00 18.25 60.50

40,775.00 40,775.00 100,000.00 8,195,500.00 6,972,000.00 276,302.50 208,237.50 7,500,000.00 77,295.00 157,085.00

415,419,777.50 24,556,743.75 2,000,000.00 20,816,570.00 99,351,000.00 259,083,328.20 16,446,597.75 7,500,000.00 1,410,633.75 9,503,642.50 856,088,293.45


KEGI KEGIATA ATAN N : USUL USULAN AN PEMB PEMBAN ANGU GUNA NAN N BALA BALAII LATIH LATIHAN AN KERJ KERJA A PEKERJ PEKERJAAN AAN : PEMBAN PEMBANGUN GUNAN AN GEDUNG GEDUNG KANTOR KANTOR UTAMA UTAMA LOKASI : KOMPLEKS BLK KENDARI No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp .

I. 1 2 3 4

PEK. PE PENDAHULUIAN Adm/Dokumentasi Pas. Papan Nama Proyek Pemb. Bangsal Kerja Pas. Bouplank

Ls Ls Ls Ls

1.00 1.00 1.00 1.00

1,500,000.00 700,000.00 4,500,000.00 4,102,000.00

1,500,000.00 700,000.00 4,500,000.00 4,102,000.00 10,802,000.00

II. II. 1 2 3 4 5

PEK. PEK. TANA TANAH, H, PASI PASIR R DAN DAN GALI GALIAN AN Pek. Galian Tanah Pondasi Urugan Tanah kembali pondasi Urugan pasir bawah pondasi Urugan Tanah alas lantai Urugan pasir bawah Lantai

M3 M3 M3 M3 M3

3,468.00 867.00 115.60 1,650.00 105.00

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

215,449,500.00 13,465,593.75 24,521,650.00 239,002,500.00 22,273,125.00 285,797,275.00

III. 1 2 3 4 5 6 7 8 9 10 11

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom Poor 1:2:3 Pek. Sloof 1:2:3 Pek. Kolom I 1:2:3 Pek. Balok 1:2:3 Pek. Lantai 1:2:3 Pek. Kolom II 1:2:3 Pek. Ring Balok 1:2:3 Pek. Tangga 1:2:3 Pek. Level dan Listplank 1:2:3

M2 M3 M3 M3 M3 M3 M3 M3 M3 M3 M3

88.20 54.43 16.90 96.00 30.72 96.00 150.00 30.72 48.00 15.15 44.05

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 9,523,500.00 8,723,500.00 9,323,500.00 8,523,500.00 8,723,500.00 8,723,500.00

6,632,199.00 418,772,592.00 157,529,856.00 786,576,000.00 286,417,920.00 914,256,000.00 1,308,525,000.00 286,417,920.00 409,128,000.00 132,161,025.00 384,287,622.00 5,090,704,134.00

IV. IV. 1 2 3 4 5

PEK. PEK. BATU, BATU, BATA BATA DAN DAN PLES PLESTER TERAN AN Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5 Pek. Plesteran Kolom 1:3

M3 M3 M2 M2 M2

25.12 125.60 502.40 2,512.00 163.20

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

42,176,982.40 189,925,412.00 34,929,360.00 157,226,080.00 10,674,096.00 434,931,930.40

V. 1 2 3 4 5 6 7

PEK. LANTAI Pek. Rabat Beton alas lantai Pek. Lantai keramik 30/30 cm Pek. Dinding KM/W C keramik 20/20 cm Pek. plint keramik 15/30 cm Pas. Relling Tangga Depan Besi Ulir Pas. Relling Tangga Depan GIP 2,5" Pek. Plint Kuku keramik

M2 M2 M2 M2 M' M' M'

339.60 693.23 40.98 55.20 25.60 16.25 145.00

75,195.00 233,845.00 205,557.50 240,557.50 1,000,000.00 100,000.00 130,553.75

25,536,222.00 162,108,369.35 8,423,746.35 13,278,774.00 25,600,000.00 1,625,000.00 18,930,293.75 255,502,405.45

VI. 1 2 3 4 5 6 7 8 9 10

PEK. ATAP Pek. Kuda-Kuda Baja Pek. Baja Kopel Pas. Baja Strang + Jarum Keras Pek. Kuda-Kuda Kayu Pek. Gording Pek. Atap Multi Roof Pek. Nok Multi Roof Pas. Kanovi (Atap Transparan) Pek. Talang Pek. Listplank kayu

Kg Kg Bh M3 M3 M2 M' Unit M' M2

10,188.10 602.25 20.00 2.54 14.25 937.68 78.98 1.00 18.25 60.50

40,775.00 40,775.00 100,000.00 8,195,500.00 6,972,000.00 276,302.50 208,237.50 7,500,000.00 77,295.00 157,085.00

415,419,777.50 24,556,743.75 2,000,000.00 20,816,570.00 99,351,000.00 259,083,328.20 16,446,597.75 7,500,000.00 1,410,633.75 9,503,642.50 856,088,293.45

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp .

VII. 1 2 3 4 5

PEK. PLAFOND Pek. Plafond Tripleks Pek. Rangka Plafond Tripleks Pek. Plafond Lambersering Pek. List Plafond Profil (Aula) Pek. List Plafond Tripleks (Kecuali Aula)

M2 M2 M2 M' M2

910.87 910.87 85.58 214.00 42.25

57,495.00 80,790.00 157,085.00 55,000.00 57,495.00

52,370,470.65 73,589,187.30 13,443,334.30 11,770,000.00 2,429,163.75 153,602,156.00

VIII VIII.. 1 2 3 4 5 6

PEK. PEK. KUSE KUSEN N DA DAN N PINT PINTU U Pek. Kusen Pek. Pintu panil Pek. Jalusi Pek. Pintu Kaca Utama Pek. Bingkai Jendela Kaca Pas. Kaca mati 5 mm

M3 M2 M2 Unit M2 M2

24.54 177.30 100.54 1.00 240.00 485.00

9,056,600.00 742,750.00 157,085.00 45,000,000.00 978,500.00 363,575.00

222,248,964.00 131,689,575.00 15,793,325.90 45,000,000.00 234,840,000.00 176,333,875.00 825,905,739.90

IX. IX. 1 2 3 4 5 6

PEK. PEK. KUNC KUNCII DAN DAN PENG PENGGA GANT NTUN UNG G Pas. Kunci tanam Pas. Engsel Pintu Pas. Engsel Jendela Pas. Kait Angin Pas. Gerendel Pintu Panjang Pas. Gerendel Jendela

Bh Bh Bh Bh Bh Bh

84.00 252.00 340.00 340.00 20.00 170.00

350,000.00 25,000.00 30,000.00 25,000.00 120,000.00 25,000.00

29,400,000.00 6,300,000.00 10,200,000.00 8,500,000.00 2,400,000.00 4,250,000.00 61,050,000.00

X. 1 2 3 4 5 6 7 8

PEK. PEK. SANI SANITA TAIR IR DAN DAN SET SETIC ICTA TANK NK Pek. Septictank Pas. Saluran air kotor Pas. Saluran air bersih Pas. Kran air Pas. Flour drain Pas. W astafel Pas. Urinoir Pas. Kloset Jongkok

Unit Ls Ls Bh Bh Bh Bh Bh

6.00 1.00 1.00 30.00 12.00 10.00 10.00 20.00

7,500,000.00 5,000,000.00 5,000,000.00 75,000.00 50,000.00 2,650,000.00 520,000.00 520,000.00

45,000,000.00 5,000,000.00 5,000,000.00 2,250,000.00 600,000.00 26,500,000.00 5,200,000.00 10,400,000.00 99,950,000.00

XI. XI. 1 2 3 4 5 6 7 8 9 10

PEK. PEK. INST INSTAL ALAS ASII LIST LISTRI RIK K Pas. titik Instalasi Pas. Bok MDP Pas. Bok Sekring MCB Pas. Lampu Halogen 1000 watt + Pitting Pas. Camp sweet Pas. Lampu TL 2x40 watt (Panjang) Pas. Lampu Pijar 25 watt + Pitting Pas. Stop Kontak Pas. Saklar Tunggal Pas. Saklar Ganda

Titik Bh Bh Bh Bh Bh Bh Bh Bh Bh

780.00 1.00 20.00 20.00 20.00 250.00 240.00 80.00 70.00 80.00

200,000.00 3,500,000.00 260,000.00 1,750,000.00 450,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

156,000,000.00 3,500,000.00 5,200,000.00 35,000,000.00 9,000,000.00 80,000,000.00 26,400,000.00 6,800,000.00 5,950,000.00 6,800,000.00 334,650,000.00

XII. XII. 1 2 3 4 5 6

PEK. PEK. INS INSTAL TALAS ASII PENA PENANG NGKA KAL L PETIR PETIR Pas. Eletroda Pas. Masa Bumi Pas. Kabel BC Pas. Klem Pas. Pipa GIP 1" Pas. Bak Kontrol

Titik Titik M' Bh M' Bh

16.00 12.00 150.00 450.00 46.00 12.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

10,400,000.00 7,800,000.00 27,000,000.00 15,750,000.00 2,070,000.00 3,000,000.00 66,020,000.00

No.

XIII. 1 2 3 4 5 6 7 8 9 10

Uraian Pekerjaan

PEK. PENGECATAN DAN FINISHING Pek. Cat Tembok Pek. Cat Kusen Pek. Cat Bingkai Jendela Pek. Cat Pintu Pek. Cat Listplank kayu Pek. Cat Plafond Pek. Cat Plafond Bambersering Pek. Saluran Keliling Bangunan Pek. Rabat Keliling Bangunan Pembersihan Akhir

Sat.

Vol.

M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

Real Cost IMB

Harga Satuan Rp.

3,014.40 458.00 240.00 354.60 60.50 910.87 85.58 220.00 329.78 1.00

35,400.00 76,330.00 76,330.00 76,330.00 76,330.00 35,400.00 76,330.00 80,000.00 75,195.00 2,450,000.00

2 % Jumlah

PPN

10

%

Konsultan Perencana Konsultan Supervisi Pengelola Teknik

7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

Jumlah Rp.

106,709,760.00 34,959,140.00 18,319,200.00 27,066,618.00 4,617,965.00 32,244,798.00 6,532,321.40 17,600,000.00 24,797,807.10 2,450,000.00 275,297,609.50 8,864,759,090.58 177,295,181.81 9,042,054,272.39 904,205,427.24 9,768,964,517.81 683,827,516.25 390,758,580.71 146,534,467.77 10,990,085,082.54 10,990,085,000.00


I. 1 2 3

PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN WORK SHOP ANEKA KEJURUAN DAN PERTANIAN LOKASI : KOMPLEKS BLK KENDARI Harga Uraian Pekerjaan Sat. Vol. Satuan Rp. PEK. PENDAHULUIAN Adm/Dokumentasi Ls 1.00 600,000.00 Pek. Pembongkaran Bangunan Tua Ls 1.00 2,500,000.00 Pas. Bouplank Ls 1.00 750,000.00

II. 1 2 3 4 5

PEK. TANAH, PASIR DAN GALIAN Pek. Galian Tanah Pondasi Urugan Tanah kembali pondasi Urugan pasir bawah pondasi Urugan Tanah alas lantai Urugan pasir bawah Lantai

M3 M3 M3 M3 M3

173.40 43.35 5.42 243.00 20.25

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

10,772,475.00 673,279.69 1,148,656.88 35,198,550.00 4,295,531.25 40,642,738.13

III. 1 2 3 4 5 6 7

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom Poor 1:2:3 Pek. Sloof 1:2:3 Pek. Kolom I 1:2:3 Pek. Ring Balok 1:2:3 Pek. Kolom Praktis 1:2:3

M2 M3 M3 M3 M3 M3 M3

120.25 22.25 8.25 8.82 10.69 7.43 1.94

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 8,523,500.00 8,723,500.00

9,042,198.75 171,180,375.00 76,918,875.00 72,266,670.00 99,668,215.00 63,329,605.00 16,923,590.00 509,329,528.75

IV. 1 2 3 4 5

PEK. BATU, BATA DAN PLESTERAN Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5 Pek. Plesteran Kolom 1:3

M3 M3 M2 M2 M2

3.17 36.41 63.32 728.14 49.88

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

5,315,508.68 55,052,904.96 4,402,100.52 45,574,482.89 3,262,074.38 113,607,071.42

V. 1 2 3 4

PEK. LANTAI Pek. Rabat Beton lantai Pek. Lantai keramik 30/30 cm Pek. Lantai Beton tak bertulang 1:2:3 Pek. plint keramik 15/30 cm

M2 M2 M3 M2

121.50 121.50 25.20 56.75

75,195.00 233,845.00 1,552,500.00 240,557.50

9,136,192.50 28,412,167.50 39,123,000.00 13,651,638.13 90,322,998.13

VI. 1 2 3 4 5 6 7 8 9

PEK. ATAP Pek. Kuda-Kuda Baja Pek. Baja Kopel Pas. Baja Strang + Jarum Keras Pek. Gording Baja Pek. Atap Asbes Pek. Nok Asbes Pek. Rangka listplank spandek Pek. listplank spandek Pas. Ventilator Atap

Kg Kg Bh M3 M2 M' M2 M2 Bh

5,048.59 199.55 16.00 4,570.11 603.20 27.00 154.00 154.00 8.00

40,775.00 40,775.00 150,000.00 40,775.00 153,637.50 100,925.00 62,780.00 245,175.00 7,000,000.00

205,856,257.25 8,136,528.93 2,400,000.00 186,346,235.25 92,674,140.00 2,724,975.00 9,668,120.00 37,756,950.00 56,000,000.00 601,563,206.43

VII. 1 2 3

PEK. PLAFOND Pek. Plafond Tripleks Pek. Rangka Plafond Tripleks Pek. List Plafond Tripleks

M2 M2 M2

204.00 204.00 10.92

57,495.00 80,790.00 57,495.00

11,728,980.00 16,481,160.00 627,845.40 28,837,985.40

No.

Jumlah Rp. 600,000.00 2,500,000.00 750,000.00 3,100,000.00

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5

PEK. KUSEN DAN PINTU Pek. Kusen Pek. Pintu panil Pek. Bingkai Jendela Kaca Pek. Jalusi Pas. Kaca mati 5 mm

M3 M2 M2 M2 M2

3.25 17.01 65.80 68.00 33.45

9,056,600.00 742,750.00 978,500.00 157,085.00 363,575.00

29,433,950.00 12,634,177.50 64,385,300.00 10,681,780.00 12,161,583.75 129,296,791.25

IX. 1 2 3 4 5 6

PEK. KUNCI DAN PENGGANTUNG Pas. Kunci tanam Pas. Engsel Pintu Pas. Gerendel Pintu Panjang Pas. Engsel Jendela Pas. Kait Angin Pas. Gerendel Jendela

Bh Bh Bh Bh Bh Bh

7.00 27.00 4.00 200.00 200.00 100.00

350,000.00 25,000.00 120,000.00 30,000.00 25,000.00 25,000.00

2,450,000.00 675,000.00 480,000.00 6,000,000.00 5,000,000.00 2,500,000.00 17,105,000.00

X. 1 2

PEK. SANITAIR Pas. Kran air Pas. Wastafel

Bh Bh

2.00 2.00

75,000.00 2,650,000.00

150,000.00 5,300,000.00 5,450,000.00

XI. 1 2 3 4 5 6 7

PEK. INSTALASI LISTRIK Pas. titik Instalasi Pas. Bok Sekring MCB Pas. Lampu TL 2x40 watt (Panjang) Pas. Lampu Pijar 25 watt + Pitting Pas. Stop Kontak Pas. Saklar Tunggal Pas. Saklar Ganda

Titik Bh Bh Bh Bh Bh Bh

62.00 2.00 41.00 5.00 5.00 2.00 7.00

200,000.00 260,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

12,400,000.00 520,000.00 13,120,000.00 550,000.00 425,000.00 170,000.00 595,000.00 27,780,000.00

XII. 1 2 3 4 5 6

PEK. INSTALASI PENANGKAL PETIR Pas. Eletroda Pas. Masa Bumi Pas. Kabel BC Pas. Klem Pas. Pipa GIP 1" Pas. Bak Kontrol


3.00 2.00 80.00 80.00 12.00 2.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

1,950,000.00 1,300,000.00 14,400,000.00 2,800,000.00 540,000.00 500,000.00 21,490,000.00

XIII. 1 2 3 4 5 6 7 8 9 10

PEK. PENGECATAN DAN FINISHING Pek. Cat Tembok Pek. Cat Kusen Pek. Cat Bingkai Jendela Pek. Cat Pintu Pek. Cat Atap Seng Pek. Cat Listplank Spandek Pek. Cat Plafond Pek. Saluran Keliling Bangunan Pek. Rabat Keliling Bangunan Pembersihan Akhir

M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

791.46 167.82 60.23 34.02 603.20 154.00 204.00 78.00 106.86 1.00

35,400.00 76,330.00 76,330.00 76,330.00 34,050.00 76,330.00 35,400.00 80,000.00 75,195.00 750,000.00

28,017,684.00 12,809,700.60 4,597,661.22 2,596,746.60 20,538,960.00 11,754,820.00 7,221,600.00 6,240,000.00 8,035,337.70 750,000.00 102,562,510.12 1,697,185,706.96 33,943,714.14 1,731,129,421.10 173,112,942.11 1,870,298,649.07 130,920,905.43 74,811,945.96 28,054,479.74 2,104,085,980.20

Real Cost IMB

2 % Jumlah

PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

2,104,086,000.00


PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN RUMAH DINAS TYPE 50 M2 20 UNIT LOKASI : KOMPLEKS BLK KENDARI No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 2

PEK. PENDAHULUIAN Adm/Dokumentasi Pek. Pas. Bouplank

Ls Unit

1.00 24.00

2,500,000.00 950,000.00

2,500,000.00 22,800,000.00 25,300,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

204.00 51.00 20.40 252.00 31.50

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

12,673,500.00 792,093.75 4,327,350.00 36,502,200.00 6,681,937.50 47,511,487.50

III. 1 2 3 4 5 6 7 8 9

PEK. BATU, BATA DAN PLESTERAN Pek. Pas Batu Kosong Pek. Pas Batu Gunung 1:5 Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Kolom Praktis 1:2:3 Pek. Sloof 1:2:3 Pek. Ring Balok 1:2:3 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5

M3 M3 M3 M3 M3 M3 M3 M2 M2

40.80 127.50 8.18 130.50 10.52 9.95 10.02 327.21 5,220.00

483,750.00 1,071,310.00 1,679,020.00 1,512,145.00 7,493,500.00 8,193,500.00 8,523,500.00 69,525.00 62,590.00

19,737,000.00 136,592,025.00 13,734,719.40 197,334,922.50 78,831,620.00 81,484,357.50 85,405,470.00 22,749,136.20 326,719,800.00 962,589,050.60

IV. 1 2 3 4

PEK. LANTAI Pek. Rabat Beton alas lantai Pek. Lantai keramik 30/30 cm Pek. Dinding KM/WC keramik 20/20 cm Pek. plint keramik 15/30 cm

M2 M2 M2 M2

600.00 625.00 108.00 90.90

75,195.00 233,845.00 205,557.50 240,557.50

45,117,000.00 146,153,125.00 22,200,210.00 21,866,676.75 235,337,011.75

V. 1 1 2 3 4 5

PEK. ATAP Pek. Kuda-Kuda Kayu Pek. Atap Seng Glb Kecil Pek. Nok Seng Pek. Listplank kayu Pek. Gording dan Skoor Pek. Kaso Rangka atap

M3 M2 M' M2 M3 M3

6.50 2,850.00 108.00 37.20 14.50 9.34

8,195,500.00 126,187.50 71,285.00 157,085.00 6,972,000.00 6,972,000.00

53,270,750.00 359,634,375.00 7,698,780.00 5,843,562.00 101,094,000.00 65,118,480.00 592,659,947.00

VI. 1 2 3


M2 M2 M2

429.00 429.00 40.16

57,495.00 80,790.00 57,495.00

24,665,355.00 34,658,910.00 2,308,999.20 61,633,264.20

VII. 1 2 3 4 5 6

PEK. KUSEN DAN PINTU Pek. Kusen Pek. Jalusi Pek. Pintu panil Pek. Bingkai Jendela Kaca Pas. Kasa Jendela Pas. Kaca mati 5 mm

M3 M2 M2 M2 M2 M2

9.00 76.83 94.50 25.20 8.40 8.40

9,056,600.00 157,085.00 742,750.00 978,500.00 90,000.00 363,575.00

81,509,400.00 12,069,154.72 70,189,875.00 24,658,200.00 756,000.00 3,054,030.00 192,236,659.72

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5

PEK. KUNCI DAN PENGGANTUNG Pas. Kunci tanam Pas. Engsel Pintu Pas. Engsel Jendela Pas. Kait Angin Pas. Gerendel Jendela

Bh Bh Bh Bh Bh

60.00 180.00 144.00 144.00 144.00

350,000.00 25,000.00 30,000.00 25,000.00 25,000.00

21,000,000.00 4,500,000.00 4,320,000.00 3,600,000.00 3,600,000.00 37,020,000.00

IX. 1 2 3 4 5 6 7 8 9 10

PEK. SANITAIR DAN SETICTANK Pek. Galian Pek. Pas Batu Kosong Pek. Pas Batu Gunung Pek. Beton Pas. Saluran air kotor Pas. Saluran air bersih Pas. Pipa hawa Pas. Kran air Pas. Flour drain Pas. Kloset Jongkok

M3 M3 M3 M3 Unit Unit Ls Bh Bh Bh

48.00 25.20 83.16 10.80 12.00 12.00 12.00 12.00 12.00 12.00

62,125.00 483,750.00 1,071,310.00 9,323,500.00 50,000.00 50,000.00 10,000.00 75,000.00 50,000.00 520,000.00

2,982,000.00 12,190,500.00 89,090,139.60 100,693,800.00 600,000.00 600,000.00 120,000.00 900,000.00 600,000.00 6,240,000.00 214,016,439.60

X. 1 2 3 4 5 6 7

PEK. INSTALASI LISTRIK Pas. titik Instalasi Pas. Bok Sekring MCB Pas. Lampu TL 25 watt + Pitting Pas. Lampu Pijar 40 watt + Pitting Pas. Stop Kontak Pas. Saklar Tunggal Pas. Saklar Ganda


120.00 12.00 48.00 36.00 36.00 36.00 24.00

200,000.00 260,000.00 160,000.00 110,000.00 85,000.00 85,000.00 85,000.00

24,000,000.00 3,120,000.00 7,680,000.00 3,960,000.00 3,060,000.00 3,060,000.00 2,040,000.00 46,920,000.00

XI. 1 2 3 4 5 6 7

PEK. PENGECATAN DAN FINISHING Pek. Cat Tembok Pek. Cat Kusen dan jalusi Pek. Cat Bingkai Jendela Pek. Cat Pintu Pek. Cat Listplank kayu Pek. Cat Plafond Pembersihan Akhir

M2 M2 M2 M2 M2 M2 Unit

2,529.00 528.50 880.50 240.50 182.50 429.00 1.00

35,400.00 76,330.00 76,330.00 76,330.00 76,330.00 35,400.00 5,000,000.00

89,526,600.00 40,340,405.00 67,208,565.00 18,357,365.00 13,930,225.00 15,186,600.00 5,000,000.00 249,549,760.00

Real Cost Jumlah PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

2,671,506,417.25 2,671,506,417.25 267,150,641.72 2,938,657,058.97 205,705,994.13 117,546,282.36 44,079,855.88 3,305,989,191.35 3,305,989,000.00


PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN RUMAH DINAS TYPE 70 M2 5 UNIT LOKASI : KOMPLEKS BLK KENDARI No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 2


Ls Unit

1.00 5.00

2,500,000.00 950,000.00

2,500,000.00 4,750,000.00 7,250,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

102.00 25.50 10.20 126.00 15.75

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

6,336,750.00 396,046.88 2,163,675.00 18,251,100.00 3,340,968.75 23,755,743.75

III. 1 2 3 4 5 6 7 8 9

PEK. BATU, BATA DAN PLESTERAN Pek. Pas Batu Kosong Pek. Pas Batu Gunung 1:5 Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Kolom Praktis 1:2:3 Pek. Sloof 1:2:3 Pek. Ring Balok 1:2:3 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5

M3 M3 M3 M3 M3 M3 M3 M2 M2

20.40 63.75 4.09 65.25 5.26 4.97 5.01 81.80 1,305.00

483,750.00 1,071,310.00 1,679,020.00 1,512,145.00 7,493,500.00 8,193,500.00 8,523,500.00 69,525.00 62,590.00

9,868,500.00 68,296,012.50 6,867,359.70 98,667,461.25 39,415,810.00 40,742,178.75 42,702,735.00 5,687,284.05 81,679,950.00 393,927,291.25

IV. 1 2 3 4

PEK. LANTAI Pek. Rabat Beton alas lantai Pek. Lantai keramik 30/30 cm Pek. Dinding KM/WC keramik 20/20 cm Pek. plint keramik 15/30 cm

M2 M2 M2 M2

300.00 312.50 54.00 45.45

75,195.00 233,845.00 205,557.50 240,557.50

22,558,500.00 73,076,562.50 11,100,105.00 10,933,338.38 117,668,505.88

V. 1 1 2 3 4 5

PEK. ATAP Pek. Kuda-Kuda Kayu Pek. Atap Seng Glb Kecil Pek. Nok Seng Pek. Listplank kayu Pek. Gording dan Skoor Pek. Kaso Rangka atap

M3 M2 M' M2 M3 M3

3.25 1,425.00 54.00 18.60 7.25 4.67

8,195,500.00 126,187.50 71,285.00 157,085.00 6,972,000.00 6,972,000.00

26,635,375.00 179,817,187.50 3,849,390.00 2,921,781.00 50,547,000.00 32,559,240.00 296,329,973.50

VI. 1 2 3


M2 M2 M2

414.00 414.00 20.08

57,495.00 80,790.00 57,495.00

23,802,930.00 33,447,060.00 1,154,499.60 58,404,489.60

VII. 1 2 3 4 5 6

PEK. KUSEN DAN PINTU Pek. Kusen Pek. Jalusi Pek. Pintu panil Pek. Bingkai Jendela Kaca Pas. Kasa Jendela Pas. Kaca mati 5 mm

M3 M2 M2 M2 M2 M2

4.50 38.42 47.25 12.60 4.20 4.20

9,056,600.00 157,085.00 742,750.00 978,500.00 90,000.00 363,575.00

40,754,700.00 6,034,577.36 35,094,937.50 12,329,100.00 378,000.00 1,527,015.00 96,118,329.86

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5


Bh Bh Bh Bh Bh

30.00 90.00 72.00 72.00 72.00

350,000.00 25,000.00 30,000.00 25,000.00 25,000.00

10,500,000.00 2,250,000.00 2,160,000.00 1,800,000.00 1,800,000.00 18,510,000.00

IX. 1 2 3 4 5 6 7 8 9 10

PEK. SANITAIR DAN SETICTANK Pek. Galian Pek. Pas Batu Kosong Pek. Pas Batu Gunung Pek. Beton Pas. Saluran air kotor Pas. Saluran air bersih Pas. Pipa hawa Pas. Kran air Pas. Flour drain Pas. Kloset Jongkok

M3 M3 M3 M3 Unit Unit Ls Bh Bh Bh

24.00 7.20 18.48 3.60 12.00 12.00 12.00 12.00 12.00 12.00

62,125.00 483,750.00 1,071,310.00 9,323,500.00 50,000.00 50,000.00 10,000.00 75,000.00 50,000.00 520,000.00

1,491,000.00 3,483,000.00 19,797,808.80 33,564,600.00 600,000.00 600,000.00 120,000.00 900,000.00 600,000.00 6,240,000.00 67,396,408.80

X. 1 2 3 4 5 6 7

PEK. INSTALASI LISTRIK Pas. titik Instalasi Pas. Bok Sekring MCB Pas. Lampu TL 25 watt + Pitting Pas. Lampu Pijar 40 watt + Pitting Pas. Stop Kontak Pas. Saklar Tunggal Pas. Saklar Ganda


60.00 6.00 24.00 36.00 36.00 36.00 24.00

200,000.00 260,000.00 160,000.00 110,000.00 85,000.00 85,000.00 85,000.00

12,000,000.00 1,560,000.00 3,840,000.00 3,960,000.00 3,060,000.00 3,060,000.00 2,040,000.00 29,520,000.00

XI. 1 2 3 4 5 6 7

PEK. PENGECATAN DAN FINISHING Pek. Cat Tembok Pek. Cat Kusen dan jalusi Pek. Cat Bingkai Jendela Pek. Cat Pintu Pek. Cat Listplank kayu Pek. Cat Plafond Pembersihan Akhir

M2 M2 M2 M2 M2 M2 Unit

1,264.50 264.25 440.25 120.25 91.25 414.00 1.00

35,400.00 76,330.00 76,330.00 76,330.00 76,330.00 35,400.00 2,000,000.00

44,763,300.00 20,170,202.50 33,604,282.50 9,178,682.50 6,965,112.50 14,655,600.00 2,000,000.00 131,337,180.00


10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

1,243,584,321.07 1,243,584,321.07 124,358,432.11 1,367,942,753.18 205,705,994.13 117,546,282.36 44,079,855.88 1,735,274,885.55 1,735,275,000.00


PROYEK PEKERJAAN LOKASI No.

: USULAN PEMBANGUNAN BALAI LATIHAN KERJA : PEMBANGUNAN SALURAN DRAINASE : KOMPLEKS BLK KENDARI

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 2


Ls Ls

1.00 1.00

2,500,000.00 1,350,000.00

2,500,000.00 1,350,000.00 3,850,000.00

II. 1 2 3 4 5 6 7 8

PEK. SALURAN Pek. Galian Tanah Urugan Tanah kembali Urugan pasir Pek. Pas Batu Kosong Pek. Pas Batu Gunung 1:5 Pek. Plesteran 1:3 Pek.Acian Pas. Ram Penutup Saluran

M3 M3 M3 M3 M3 M2 M2 Bh

336.00 84.00 134.40 200.80 325.49 1,080.00 780.00 4.00

62,125.00 15,531.25 212,125.00 483,750.00 1,071,310.00 65,405.00 5,000.00 450,000.00

20,874,000.00 1,304,625.00 28,509,600.00 97,137,000.00 348,700,691.90 70,637,400.00 3,900,000.00 1,800,000.00 522,175,091.90

III. 1 2 3 4 5 6 7 8 9

PEK. CASTIN, TALUD DAN DEKER PLAT Pek. Galian Tanah Urugan Tanah kembali Urugan pasir Pek. Pas Batu Kosong Pek. Pas Batu Gunung 1:5 Pek. Plat Deker Pek. Plesteran 1:3 Pek. Acian Pas. Lampu Taman

M3 M3 M3 M3 M3 M3 M2 M2 Bh

41.56 10.39 22.14 41.52 52.79 2.40 880.00 880.00 10.00

62,125.00 15,531.25 212,125.00 483,750.00 1,071,310.00 8,193,500.00 65,405.00 5,000.00 750,000.00

2,581,815.60 161,363.48 4,697,296.00 20,085,300.00 56,558,499.10 19,664,400.00 57,556,400.00 4,400,000.00 7,500,000.00 165,764,599.10


10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

720,854,041.03 720,854,041.03 72,085,404.10 792,939,445.14 55,505,761.16 31,717,577.81 11,894,091.68 892,056,875.78 892,057,000.00



: USULAN PEMBANGUNAN BALAI LATIHAN KERJA : PEMBANGUNAN ASRAMA SISWA : KOMPLEKS BLK KENDARI

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 2 3

PEK. PENDAHULUIAN Adm/Dokumentasi Pek. Pembongkaran Pas. Bouplank

Ls Ls Ls

1.00 1.00 1.00

3,450,000.00 4,000,000.00 4,500,000.00

3,450,000.00 4,000,000.00 4,500,000.00 11,950,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

124.16 31.04 7.06 216.00 21.60

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

7,713,440.00 482,090.00 1,498,451.00 31,287,600.00 4,581,900.00 45,563,481.00

III. 1 2 3 4 5 6 7 8

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom Poor dia. 40 cm 1:2:3 Pek. Sloof 1:2:3 Pek. Kolom dia. 40 cm 1:2:3 Pek. Balok 1:2:3 Pek. Kolom Praktis 1:2:3 Pek. Ring Balok 15x20 1:2:3

M2 M3 M3 M3 M3 M3 M3 M3

78.75 24.75 14.40 9.45 7.50 8.40 3.75 6.48

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 9,523,500.00 7,493,500.00 8,523,500.00

5,921,606.25 190,414,125.00 134,258,400.00 77,428,575.00 69,926,250.00 79,997,400.00 28,100,625.00 55,232,280.00 641,279,261.25

IV. 1 2 3 4 5 6 7

PEK. BATU, BATA DAN PLESTERAN Pek. Pas Batu Kosong Pek. Pas Batu Gunung 1:5 Pek. Dinding Bata Transram 1:2 Pek. Dinding Bata Tembok 1:5 Pek. Plesteran Dinding Transram 1:2 Pek. Plesteran Dinding Tembok 1:5 Pek. Plesteran Kolom 1:3

M3 M3 M3 M3 M2 M2 M2

19.20 66.75 3.24 4.32 64.80 86.40 68.74

483,750.00 1,071,310.00 1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

9,288,000.00 71,509,942.50 5,440,024.80 6,532,466.40 4,505,220.00 5,407,776.00 4,495,678.08 107,179,107.78

V. 1 2 3 4

PEK. LANTAI Pek. Rabat Beton alas lantai Pek. Lantai keramik 30/30 cm Pek. plint keramik 15/30 cm Pek. Plint Kuku keramik

M2 M2 M2 M'

432.00 1,296.00 216.00 54.00

75,195.00 233,845.00 240,557.50 130,553.75

32,484,240.00 303,063,120.00 51,960,420.00 7,049,902.50 394,557,682.50

VI. 1 2 3 4 5 6 7

PEK. ATAP Pek. Kuda-Kuda Baja Pek. Baja Kopel Pas. Baja Strang + Jarum Keras Pek. Gording Pek. Atap Multi Roof Pek. Nok Multi Roof Pek. Listplank kayu

Kg Kg Bh M3 M2 M' M2

9,000.00 594.00 12.00 8.06 648.00 168.00 57.60

40,775.00 40,775.00 50,000.00 6,972,000.00 276,302.50 208,237.50 157,085.00

366,975,000.00 24,220,350.00 600,000.00 56,222,208.00 179,044,020.00 34,983,900.00 9,048,096.00 671,093,574.00

VII. 1 2 3 4 5

PEK. PLAFOND Pek. Plafond Tripleks Pek. Rangka Plafond Tripleks Pek. Plafond Lambersering Pek. List Plafond Profil di tembok Pek. List Plafond Tripleks dilistplank

M2 M2 M2 M' M2

432.00 432.00 256.74 216.00 5.76

57,495.00 80,790.00 157,085.00 55,000.00 57,495.00

24,837,840.00 34,901,280.00 40,330,002.90 11,880,000.00 331,171.20 112,280,294.10

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3

PEK. KUSEN DAN PINTU Pek. Kusen Pek. Pintu Bingkai Kaca Pas. Kaca mati 5 mm

M3 M2 M2

4.10 12.60 95.60

9,056,600.00 978,500.00 363,575.00

37,086,777.00 12,329,100.00 34,757,770.00 84,173,647.00

IX. 1 2 3

PEK. KUNCI DAN PENGGANTUNG Pas. Kunci tanam Khusus Pas. Engsel Pintu Pas. Gerendel Pintu Panjang

Bh Bh Bh

60.00 180.00 120.00

350,000.00 25,000.00 120,000.00

21,000,000.00 4,500,000.00 14,400,000.00 39,900,000.00

XI. 1 2 3 4 5

PEK. INSTALASI LISTRIK Pas. Titik Instalasi Pas. Bok Sekring MCB Pas. Lampu TL 40 watt (Panjang) Pas. Stop Kontak Pas. Saklar Ganda

Titik Bh Bh Bh Bh

117.00 5.00 68.00 20.00 24.00

200,000.00 260,000.00 250,000.00 85,000.00 85,000.00

23,400,000.00 1,300,000.00 17,000,000.00 1,700,000.00 2,040,000.00 45,440,000.00

XII. 1 2 3 4 5 6 7

PEK. PENGECATAN DAN FINISHING Pek. Cat Tembok Pek. Cat Kusen Pek. Cat Bingkai Pintu Pek. Cat Listplank kayu Pek. Cat Plafond Pek. Saluran Keliling Bangunan Pembersihan Akhir

M2 M2 M2 M2 M2 M' Ls

151.20 204.75 9.07 57.60 432.00 144.00 1.00

35,400.00 76,330.00 76,330.00 76,330.00 35,400.00 80,000.00 2,850,000.00

5,352,480.00 15,628,567.50 692,465.76 4,396,608.00 15,292,800.00 11,520,000.00 2,850,000.00 55,732,921.26

Real Cost IMB

2 % Jumlah

PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

2,209,149,968.89 44,182,999.38 2,253,332,968.27 225,333,296.83 2,434,483,265.72 170,413,828.60 97,379,330.63 36,517,248.99 2,738,793,673.93 2,738,794,000.00



: USULAN PEMBANGUNAN BALAI LATIHAN KERJA : PEMBANGUNAN REVERVOAR : KOMPLEKS BLK KENDARI

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 3

PEK. PENDAHULUIAN Adm/Dokumentasi Pas. Bouplank

Ls Ls

1.00 1.00

1,500,000.00 550,000.00

1,500,000.00 550,000.00 2,050,000.00

II. 1 2 3

PEK. TANAH, PASIR DAN GALIAN Pek. Galian Tanah Pondasi Urugan Tanah kembali pondasi Urugan pasir bawah pondasi

M3 M3 M3

108.00 2.25 3.60

62,125.00 15,531.25 212,125.00

6,709,500.00 34,945.31 763,650.00 7,508,095.31

III. 1 2 3 4 5

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom 1:2:3 Pek. Beton Bak 1:2:3 Pek. Balok 1:2:3

M2 M3 M3 M3 M3

36.07 1.98 2.25 21.60 2.12

75,195.00 7,693,500.00 9,323,500.00 8,723,500.00 9,523,500.00

2,712,283.65 15,233,130.00 20,977,875.00 188,427,600.00 20,227,914.00 247,578,802.65

IV. 1

PEK. PLESTERAN Pek. Plesteran Kolom 1:3

M2

54.49

65,405.00

3,563,722.24 3,563,722.24

V. 1 2 3 4 5 6 7

PEK. ASSESORIES DAN PLAMBING Pas. Pintu Man Hole & Tangga Kapal Pas. Pipa GIP 2,5" Pas. Pipa GIP 1" Pas. Assesories Pas. Pompa air Pek. Sumur Bor lengkap Pembersihan Akhir

Ls M' M' Ls Unit Unit Ls

1.00 50.00 100.00 1.00 1.00 1.00 1.00

350,000.00 45,000.00 50,000.00 750,000.00 1,750,000.00 120,000,000.00 900,000.00

350,000.00 2,250,000.00 5,000,000.00 750,000.00 1,750,000.00 120,000,000.00 900,000.00 131,000,000.00

Real Cost PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

391,700,620.20 39,170,062.02 430,870,682.22 30,160,947.76 17,234,827.29 6,463,060.23 484,729,517.49 484,730,000.00



: USULAN PEMBANGUNAN BALAI LATIHAN KERJA : PEMBANGUNAN WORK SHOP OTOMOTIF : KOMPLEKS BLK KENDARI

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

I. 1 2

PEK. PENDAHULUIAN Adm/Dokumentasi Pas. Bouplank

Ls Ls

1.00 1.00

1,300,000.00 950,000.00

1,300,000.00 950,000.00 1,300,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

92.48 23.12 2.89 36.00 9.00

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

5,745,320.00 359,082.50 612,617.00 5,214,600.00 1,909,125.00 7,736,342.00

III. 1 2 3 4 5 6 7

PEK. BETON Pek. Lantai Kerja Pek. Plat Poor 1:2:3 Pek. Kolom Poor 1:2:3 Pek. Sloof 1:2:3 Pek. Kolom 1:2:3 Pek. Ring Balok 1:2:3 Pek. Kolom Praktis 1:2:3

M2 M3 M3 M3 M3 M3 M3

51.84 10.17 3.20 4.86 3.60 2.76 0.27

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 8,523,500.00 8,723,500.00

3,898,108.80 78,264,436.80 29,835,200.00 39,820,410.00 33,564,600.00 23,524,860.00 2,385,332.03 211,292,947.63

IV. 1 2 3 4 5


M3 M3 M2 M2 M2

1.11 15.91 22.28 318.24 26.60

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

1,870,159.64 24,061,251.24 1,548,794.52 19,918,641.60 1,739,773.00 49,138,620.00

V. 1 2 3 4


M2 M2 M3 M2

106.00 54.00 12.60 6.30

75,195.00 233,845.00 1,552,500.00 240,557.50

7,970,670.00 12,627,630.00 19,561,500.00 1,515,512.25 41,675,312.25

VI. 1 2 3 4 5 6 7 8 9



4,451.05 99.77 8.00 2,285.06 301.60 13.50 77.00 77.00 4.00

40,775.00 40,775.00 150,000.00 40,775.00 153,637.50 100,925.00 62,780.00 245,175.00 7,000,000.00

181,491,359.88 4,068,264.46 1,200,000.00 93,173,117.63 46,337,070.00 1,362,487.50 4,834,060.00 18,878,475.00 28,000,000.00 379,344,834.46

VII. 1 2 3


M2 M2 M2

194.25 194.25 5.46

57,495.00 80,790.00 57,495.00

11,168,403.75 15,693,457.50 313,922.70 27,175,783.95

No.

Uraian Pekerjaan

VIII. 1 2 3 4 5 6

PEK. KUSEN DAN PINTU Pek. Kusen Pek. Pintu panil Pek. Bingkai Jendela Kaca Pek. Jalusi Pas. Pintu Besi Eks. BLK Pas. Kaca mati 5 mm

IX. 1 2 3 4 5

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

M3 M2 M2 M2 Unit M2

1.63 3.78 32.90 34.00 2.00 16.73

9,056,600.00 742,750.00 978,500.00 157,085.00 4,000,000.00 363,575.00

14,716,975.00 2,807,595.00 32,192,650.00 5,340,890.00 8,000,000.00 6,080,791.88 69,138,901.88


Bh Bh Bh Bh Bh

2.00 6.00 100.00 100.00 25.00

350,000.00 25,000.00 30,000.00 25,000.00 25,000.00

700,000.00 150,000.00 3,000,000.00 2,500,000.00 625,000.00 6,975,000.00

X. 1 2


Bh Bh

1.00 1.00

75,000.00 2,650,000.00

75,000.00 2,650,000.00 2,725,000.00

XI. 1 2 3 4 5 6 7



33.00 1.00 20.00 3.00 3.00 2.00 4.00

200,000.00 260,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

6,600,000.00 260,000.00 6,400,000.00 330,000.00 255,000.00 170,000.00 340,000.00 14,355,000.00

XII. 1 2 3 4 5 6



2.00 1.00 50.00 50.00 12.00 2.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

1,300,000.00 650,000.00 9,000,000.00 1,750,000.00 540,000.00 500,000.00 13,740,000.00

XIII. 1 2 3 4 5 6 7 8 9 10


M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

340.52 83.91 30.12 3.78 301.60 77.00 194.25 39.00 53.43 1.00

35,400.00 76,330.00 76,330.00 76,330.00 34,050.00 76,330.00 35,400.00 80,000.00 75,195.00 950,000.00

12,054,294.72 6,404,850.30 2,298,830.61 288,527.40 10,269,480.00 5,877,410.00 6,876,450.00 3,120,000.00 4,017,668.85 950,000.00 52,157,511.88 880,282,455.30 17,605,649.11 897,888,104.40 89,788,810.44 970,071,265.74 67,904,988.60 38,802,850.63 14,551,068.99 1,091,330,173.95

Real Cost IMB

2 % Jumlah

PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

1,091,330,000.00


I. 1 2 3

PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN WORK SHOP BANGUNAN DAN PERTUKANGAN KAYU DAN RUANG TEORI LOKASI : KOMPLEKS BLK KENDARI Harga Uraian Pekerjaan Sat. Vol. Satuan Rp. PEK. PENDAHULUIAN Adm/Dokumentasi Ls 1.00 3,600,000.00 Pek. Pembongkaran Bangunan Tua Ls 1.00 2,500,000.00 Pas. Bouplank Ls 1.00 3,750,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

433.50 108.38 13.54 607.50 50.63

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

26,931,187.50 1,683,199.22 2,871,642.19 87,996,375.00 10,738,828.13 101,606,845.31

III. 1 2 3 4 5 6 7


M2 M3 M3 M3 M3 M3 M3

300.63 55.63 20.63 22.05 26.73 18.58 4.85

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 8,523,500.00 8,723,500.00

22,605,496.88 427,950,937.50 192,297,187.50 180,666,675.00 249,170,537.50 158,324,012.50 42,308,975.00 1,273,323,821.88

IV. 1 2 3 4 5


M3 M3 M2 M2 M2

7.91 91.02 158.29 1,820.36 124.69

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

13,288,771.69 137,632,262.40 11,005,251.30 113,936,207.22 8,155,185.94 284,017,678.55

V. 1 2 3 4


M2 M2 M3 M2

303.75 303.75 63.00 66.88

75,195.00 233,845.00 1,552,500.00 240,557.50

22,840,481.25 71,030,418.75 97,807,500.00 16,087,282.81 207,765,682.81

VI. 1 2 3 4 5 6 7 8 9



6,841.23 498.87 40.00 11,425.28 1,508.00 67.50 385.00 385.00 8.00

40,775.00 40,775.00 150,000.00 40,775.00 153,637.50 100,925.00 62,780.00 245,175.00 7,000,000.00

278,950,949.38 20,341,322.31 6,000,000.00 465,865,588.13 231,685,350.00 6,812,437.50 24,170,300.00 94,392,375.00 56,000,000.00 1,184,218,322.31

VII. 1 2 3


M2 M2 M2

233.25 233.25 27.30

57,495.00 80,790.00 57,495.00

13,410,708.75 18,844,267.50 1,569,613.50 33,824,589.75

No.

Jumlah Rp. 3,600,000.00 2,500,000.00 3,750,000.00 6,100,000.00

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5


M3 M2 M2 M2 M2

8.13 42.53 164.50 170.00 83.63

9,056,600.00 742,750.00 978,500.00 157,085.00 363,575.00

73,584,875.00 31,585,443.75 160,963,250.00 26,704,450.00 30,403,959.38 323,241,978.13

IX. 1 2 3 4 5 6


Bh Bh Bh Bh Bh Bh

7.00 27.00 4.00 200.00 200.00 100.00

350,000.00 25,000.00 120,000.00 30,000.00 25,000.00 25,000.00

2,450,000.00 675,000.00 480,000.00 6,000,000.00 5,000,000.00 2,500,000.00 17,105,000.00

X. 1 2


Bh Bh

2.00 2.00

75,000.00 2,650,000.00

150,000.00 5,300,000.00 5,450,000.00

XI. 1 2 3 4 5 6 7



155.00 5.00 102.50 12.50 12.50 5.00 17.50

200,000.00 260,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

31,000,000.00 1,300,000.00 32,800,000.00 1,375,000.00 1,062,500.00 425,000.00 1,487,500.00 69,450,000.00

XII. 1 2 3 4 5 6



3.00 2.00 80.00 80.00 12.00 2.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

1,950,000.00 1,300,000.00 14,400,000.00 2,800,000.00 540,000.00 500,000.00 21,490,000.00

XIII. 1 2 3 4 5 6 7 8 9 10


M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

1,978.65 419.55 150.59 212.63 1,508.00 385.00 233.25 195.00 267.15 1.00

35,400.00 76,330.00 76,330.00 76,330.00 34,050.00 76,330.00 35,400.00 35,400.00 75,195.00 3,750,000.00

70,044,210.00 32,024,251.50 11,494,153.05 16,229,666.25 51,347,400.00 29,387,050.00 8,257,050.00 6,903,000.00 20,088,344.25 3,750,000.00 249,525,125.05 3,793,301,237.14 75,866,024.74 3,869,167,261.88 386,916,726.19 4,180,217,963.33 130,920,905.43 74,811,945.96 28,054,479.74 4,414,005,294.46

Real Cost IMB

2 % Jumlah

PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

4,414,005,000.00


I. 1 2 3

PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN WORK SHOP TEKMEK DAN RUANG TEORI LOKASI : KOMPLEKS BLK KENDARI Harga Uraian Pekerjaan Sat. Vol. Satuan Rp. PEK. PENDAHULUIAN Adm/Dokumentasi Ls 1.00 3,600,000.00 Pek. Pembongkaran Bangunan Tua Ls 1.00 2,500,000.00 Pas. Bouplank Ls 1.00 3,750,000.00

II. 1 2 3 4 5


M3 M3 M3 M3 M3

381.48 95.37 11.91 534.60 44.55

62,125.00 15,531.25 212,125.00 144,850.00 212,125.00

23,699,445.00 1,481,215.31 2,527,045.13 77,436,810.00 9,450,168.75 89,414,023.88

III. 1 2 3 4 5 6 7


M2 M3 M3 M3 M3 M3 M3

264.55 48.95 18.15 19.40 23.52 16.35 4.27

75,195.00 7,693,500.00 9,323,500.00 8,193,500.00 9,323,500.00 8,523,500.00 8,723,500.00

19,892,837.25 376,596,825.00 169,221,525.00 158,986,674.00 219,270,073.00 139,325,131.00 37,231,898.00 1,120,524,963.25

IV. 1 2 3 4 5


M3 M3 M2 M2 M2

6.96 80.10 139.30 1,601.92 109.73

1,679,020.00 1,512,145.00 69,525.00 62,590.00 65,405.00

11,694,119.09 121,116,390.91 9,684,621.14 100,263,862.35 7,176,563.63 249,935,557.12

V. 1 2 3 4


M2 M2 M3 M2

267.30 267.30 55.44 64.85

75,195.00 233,845.00 1,552,500.00 240,557.50

20,099,623.50 62,506,768.50 86,070,600.00 15,600,153.88 184,277,145.88

VI. 1 2 3 4 5 6 7 8 9



6,482.70 439.00 35.20 10,054.24 1,327.04 59.40 338.80 338.80 8.00

40,775.00 40,775.00 150,000.00 40,775.00 153,637.50 100,925.00 62,780.00 245,175.00 7,000,000.00

264,332,010.95 17,900,363.64 5,280,000.00 409,961,717.55 203,883,108.00 5,994,945.00 21,269,864.00 83,065,290.00 56,000,000.00 1,067,687,299.14

VII. 1 2 3


M2 M2 M2

227.40 227.40 24.02

57,495.00 80,790.00 57,495.00

13,074,363.00 18,371,646.00 1,381,259.88 32,827,268.88

No.

Jumlah Rp. 3,600,000.00 2,500,000.00 3,750,000.00 6,100,000.00

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5


M3 M2 M2 M2 M2

7.15 37.42 144.76 149.60 73.59

9,056,600.00 742,750.00 978,500.00 157,085.00 363,575.00

64,754,690.00 27,795,190.50 141,647,660.00 23,499,916.00 26,755,484.25 284,452,940.75

IX. 1 2 3 4 5 6


Bh Bh Bh Bh Bh Bh

10.00 27.00 12.00 200.00 200.00 100.00

350,000.00 25,000.00 120,000.00 30,000.00 25,000.00 25,000.00

3,500,000.00 675,000.00 1,440,000.00 6,000,000.00 5,000,000.00 2,500,000.00 19,115,000.00

X. 1 2


Bh Bh

6.00 6.00

75,000.00 2,650,000.00

450,000.00 15,900,000.00 16,350,000.00

XI. 1 2 3 4 5 6 7



136.40 4.40 90.20 11.00 11.00 4.40 15.40

200,000.00 260,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

27,280,000.00 1,144,000.00 28,864,000.00 1,210,000.00 935,000.00 374,000.00 1,309,000.00 61,116,000.00

XII. 1 2 3 4 5 6



6.00 6.00 250.00 250.00 34.00 6.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

3,900,000.00 3,900,000.00 45,000,000.00 8,750,000.00 1,530,000.00 1,500,000.00 64,580,000.00

XIII. 1 2 3 4 5 6 7 8 9 10


M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

1,741.21 369.20 132.51 164.66 1,327.04 338.80 227.40 171.60 235.09 1.00

35,400.00 76,330.00 76,330.00 76,330.00 34,050.00 76,330.00 35,400.00 3,750,000.00 75,195.00 3,750,000.00

61,638,904.80 28,181,341.32 10,114,854.68 12,568,253.54 45,185,712.00 25,860,604.00 8,049,960.00 643,500,000.00 17,677,742.94 3,750,000.00 856,527,373.29 4,067,372,902.33 81,347,458.05 4,148,720,360.38 414,872,036.04 4,482,244,938.37 130,920,905.43 74,811,945.96 28,054,479.74 4,716,032,269.50

Real Cost IMB

2 % Jumlah

PPN

10

%


7 4 1.5

% % %

Jumlah

Jumlah Dibulatkan

4,716,032,000.00


No. I. 1 2 3 II. 1 2 3 4 5 III. 1 2 3 4 5 6 7 IV. 1 2 3 4 5 V. 1 2 3 4 VI. 1 2 3 4 5 6 7 8 9 VII. 1 2 3

PROYEK : USULAN PEMBANGUNAN BALAI LATIHAN KERJA PEKERJAAN : PEMBANGUNAN WORK SHOP LISTRIK DAN ELEKTRONIKA DAN RUANG TEORI LOKASI : KOMPLEKS BLK KENDARI Harga Uraian Pekerjaan Sat. Vol. Satuan Jumlah Rp. Rp. PEK. PENDAHULUIAN Adm/Dokumentasi Ls 1.00 3,600,000.00 3,600,000.00 Pek. Pembongkaran Bangunan Tua Ls 1.00 2,500,000.00 2,500,000.00 Pas. Bouplank Ls 1.00 3,750,000.00 3,750,000.00 6,100,000.00 PEK. TANAH, PASIR DAN GALIAN Pek. Galian Tanah Pondasi M3 416.16 62,125.00 25,853,940.00 Urugan Tanah kembali pondasi M3 104.04 15,531.25 1,615,871.25 Urugan pasir bawah pondasi M3 13.00 212,125.00 2,756,776.50 Urugan Tanah alas lantai M3 583.20 144,850.00 84,476,520.00 Urugan pasir bawah Lantai M3 48.60 212,125.00 10,309,275.00 97,542,571.50 PEK. BETON Pek. Lantai Kerja M2 288.60 75,195.00 21,701,277.00 Pek. Plat Poor 1:2:3 M3 53.40 7,693,500.00 410,832,900.00 Pek. Kolom Poor 1:2:3 M3 19.80 9,323,500.00 184,605,300.00 Pek. Sloof 1:2:3 M3 21.17 8,193,500.00 173,440,008.00 Pek. Kolom I 1:2:3 M3 25.66 9,323,500.00 239,203,716.00 Pek. Ring Balok 1:2:3 M3 17.83 8,523,500.00 151,991,052.00 Pek. Kolom Praktis 1:2:3 M3 4.66 8,723,500.00 40,616,616.00 1,222,390,869.00 PEK. BATU, BATA DAN PLESTERAN Pek. Dinding Bata Transram 1:2 M3 7.60 1,679,020.00 12,757,220.82 Pek. Dinding Bata Tembok 1:5 M3 87.38 1,512,145.00 132,126,971.90 Pek. Plesteran Dinding Transram 1:2 M2 151.96 69,525.00 10,565,041.25 Pek. Plesteran Dinding Tembok 1:5 M2 1,747.54 62,590.00 109,378,758.93 Pek. Plesteran Kolom 1:3 M2 119.70 65,405.00 7,828,978.50 272,656,971.40 PEK. LANTAI Pek. Rabat Beton lantai M2 291.60 75,195.00 21,926,862.00 Pek. Lantai keramik 30/30 cm M2 291.60 233,845.00 68,189,202.00 Pek. Lantai Beton tak bertulang 1:2:3 M3 60.48 1,552,500.00 93,895,200.00 Pek. plint keramik 15/30 cm M2 66.20 240,557.50 15,924,906.50 199,936,170.50 PEK. ATAP Pek. Kuda-Kuda Baja Kg 6,721.72 40,775.00 274,077,969.90 Pek. Baja Kopel Kg 478.91 40,775.00 19,527,669.42 Pas. Baja Strang + Jarum Keras Bh 38.40 150,000.00 5,760,000.00 Pek. Gording Baja M3 10,968.26 40,775.00 447,230,964.60 Pek. Atap Asbes M2 1,447.68 153,637.50 222,417,936.00 Pek. Nok Asbes M' 64.80 100,925.00 6,539,940.00 Pek. Rangka listplank spandek M2 369.60 62,780.00 23,203,488.00 Pek. listplank spandek M2 369.60 245,175.00 90,616,680.00 Pas. Ventilator Atap Bh 8.00 7,000,000.00 56,000,000.00 1,145,374,647.92 PEK. PLAFOND Pek. Plafond Tripleks M2 231.30 57,495.00 13,298,593.50 Pek. Rangka Plafond Tripleks M2 231.30 80,790.00 18,686,727.00 Pek. List Plafond Tripleks M2 26.21 57,495.00 1,506,828.96 33,492,149.46

No.

Uraian Pekerjaan

Sat.

Vol.

Harga Satuan Rp.

Jumlah Rp.

VIII. 1 2 3 4 5


M3 M2 M2 M2 M2

7.80 40.82 157.92 163.20 80.28

9,056,600.00 742,750.00 978,500.00 157,085.00 363,575.00

70,641,480.00 30,322,026.00 154,524,720.00 25,636,272.00 29,187,801.00 310,312,299.00

IX. 1 2 3 4 5 6


Bh Bh Bh Bh Bh Bh

10.00 27.00 12.00 200.00 200.00 100.00

350,000.00 25,000.00 120,000.00 30,000.00 25,000.00 25,000.00

3,500,000.00 675,000.00 1,440,000.00 6,000,000.00 5,000,000.00 2,500,000.00 19,115,000.00

X. 1 2


Bh Bh

6.00 6.00

75,000.00 2,650,000.00

450,000.00 15,900,000.00 16,350,000.00

XI. 1 2 3 4 5 6 7



148.80 4.80 98.40 12.00 12.00 4.80 16.80

200,000.00 260,000.00 320,000.00 110,000.00 85,000.00 85,000.00 85,000.00

29,760,000.00 1,248,000.00 31,488,000.00 1,320,000.00 1,020,000.00 408,000.00 1,428,000.00 66,672,000.00

XII. 1 2 3 4 5 6



6.00 6.00 250.00 250.00 34.00 6.00

650,000.00 650,000.00 180,000.00 35,000.00 45,000.00 250,000.00

3,900,000.00 3,900,000.00 45,000,000.00 8,750,000.00 1,530,000.00 1,500,000.00 64,580,000.00

XIII. 1 2 3 4 5 6 7 8 9 10


M2 M2 M2 M2 M2 M2 M2 M' M2 Ls

1,899.50 402.77 144.56 195.96 1,447.68 369.60 231.30 187.20 256.46 1.00

35,400.00 76,330.00 76,330.00 76,330.00 34,050.00 76,330.00 35,400.00 35,400.00 75,195.00 3,750,000.00

67,242,441.60 30,743,281.44 11,034,386.93 14,957,260.42 49,293,504.00 28,211,568.00 8,188,020.00 6,626,880.00 19,284,810.48 3,750,000.00 239,332,152.86 3,709,464,737.27 74,189,294.75 3,783,654,032.02 378,365,403.20 4,087,830,140.47 130,920,905.43 74,811,945.96 28,054,479.74 4,321,617,471.61

Real Cost IMB

2 % Jumlah

PPN

10

% Jumlah


7 4 1.5

% % % Jumlah Dibulatkan

4,321,617,000.00

DAFTAR ANALISA

Anl A1 : 1 m3 Galian Tanah Biasa 0.750 Pekerja 0.025 Mandor

@Rp. @Rp.

80,000.00 85,000.00

Urugan Kembali 0,25%

Rp. Rp. Rp. Rp.

60,000.00 2,125.00 62,125.00 15,531.25

Anl A12 : 1 m3 Urugan Tanah didatangkan 1.200 M3 Tanah Urug 0.300 Pekerja 0.010 Mandor

@Rp. @Rp. @Rp.

100,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp.

120,000.00 24,000.00 850.00 144,850.00

Anl A18 : 1 m3 Urugan Pasir 1.200 M3 Pasir Urug 0.750 Pekerja 0.025 Mandor

@Rp. @Rp. @Rp.

125,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp.

150,000.00 60,000.00 2,125.00 212,125.00

Anl. A18 : 1m3 Pas. Batu Kosong 1.200 M3 Batu Gunung 1.500 Pekerja 0.750 Mandor

@Rp. @Rp. @Rp.

250,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp.

300,000.00 120,000.00 63,750.00 483,750.00

Anl. A32.f(SNI) : 1m3 Pas. Pondasi Batu Gunung 1Pc: 5Psr 1.200 M3 Batu Gunung @Rp. 3.196 Zak Semen @Rp. 0.509 M3 Pasir Pasang @Rp. 1.200 Tukang @Rp. 0.120 Kepala Tukang @Rp. 3.600 Pekerja @Rp. 0.180 Mandor @Rp.

250,000.00 85,000.00 150,000.00 90,000.00 100,000.00 80,000.00 85,000.00

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

300,000.00 271,660.00 76,350.00 108,000.00 12,000.00 288,000.00 15,300.00 1,071,310.00

Anl G.18 : 1 m3 Upah Pas. Bata 1.500 Tukang 0.150 Kepala Tukang 4.500 Pekerja 0.225 Mandor

@Rp. @Rp. @Rp. @Rp.

90,000.00 100,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp. Rp.

135,000.00 15,000.00 360,000.00 19,125.00 529,125.00

Anl G33 f : 1 m3 Pas. Bata 1:5 500.000 Bj Batu Bata 1.972 Zak Semen 0.436 M3 Pasir Pasang 1.000 Upah G18

@Rp. @Rp. @Rp. @Rp.

1,500.00 85,000.00 150,000.00 529,125.00

Rp. Rp. Rp. Rp. Rp.

750,000.00 167,620.00 65,400.00 529,125.00 1,512,145.00

Anl G28 : 1 m3 Pas. Bata 1:2 500.000 Bj Batu Bata 4.117 Zak Semen 0.333 M3 Pasir Pasang 1.000 Upah G18

@Rp. @Rp. @Rp. @Rp.

1,500.00 85,000.00 150,000.00 529,125.00

Rp. Rp. Rp. Rp. Rp.

750,000.00 349,945.00 49,950.00 529,125.00 1,679,020.00

Anl G.27 : 1 m2 Upah Pek. Plesteran 0.150 Tukang 0.015 Kepala Tukang 0.400 Pekerja 0.020 Mandor

@Rp. @Rp. @Rp. @Rp.

90,000.00 100,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp. Rp.

13,500.00 1,500.00 32,000.00 1,700.00 48,700.00

Anl G50 h : 1 m2 Pek. Plesteran dinding bata 1:5 0.144 Zak Semen 0.011 M3 Pasir Pasang 1.000 Upah G18

@Rp. @Rp. @Rp.

85,000.00 150,000.00 48,700.00

Rp. Rp. Rp. Rp.

12,240.00 1,650.00 48,700.00 62,590.00

Anl G47 + G50k. 1 m2 Pek. Plesteran dinding bata 1:3 0.163 Zak Semen @Rp. 0.019 M3 Pasir Pasang @Rp. 1.000 Upah G18 @Rp.

85,000.00 150,000.00 48,700.00

Rp. Rp. Rp. Rp.

13,855.00 2,850.00 48,700.00 65,405.00

Anl G50h : 1 m2 Pek. Plesteran dinding bata 1:2 0.215 Zak Semen 0.017 M3 Pasir Pasang 1.000 Upah G18

@Rp. @Rp. @Rp.

85,000.00 150,000.00 48,700.00

Rp. Rp. Rp. Rp.

18,275.00 2,550.00 48,700.00 69,525.00

Anl/Supl. V : 1 m3 Pek. Beton Bertulang A2. Anl G41. 1 m3 Beton bertulang 1:2:3 0.820 M3 Kerikil 8.500 Zak Semen 0.540 M3 Pasir Pasang 1.000 Tukang 0.100 Kepala Tukang 6.000 Pekerja 0.300 Mandor

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

175,000.00 85,000.00 150,000.00 90,000.00 100,000.00 80,000.00 85,000.00


143,500.00 722,500.00 81,000.00 90,000.00 10,000.00 480,000.00 25,500.00 1,552,500.00

B. Bekisting Plat Poar/Sloof/Kolom Praktis dan Latei 0.400 M3 Papan Kelas IV @Rp. 2.000 Zak Paku Campur @Rp. 5.000 Tukang @Rp. 0.500 Kepala Tukang @Rp. 2.000 Pekerja @Rp. 0.100 Mandor @Rp.

3,500,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00

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

1,400,000.00 50,000.00 450,000.00 50,000.00 160,000.00 8,500.00 2,118,500.00

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

1,400,000.00 750,000.00 50,000.00 450,000.00 50,000.00 160,000.00 8,500.00 80,000.00 2,948,500.00

B. Bekisting Kolom utama/Plat Lantai/Balok/Ring Balok Level Beton 0.400 M3 Papan Kelas IV @Rp. 3,500,000.00 0.300 M3 Kayu Perancah @Rp. 2,500,000.00 2.000 Zak Paku Campur @Rp. 25,000.00 5.000 Tukang @Rp. 90,000.00 0.500 Kepala Tukang @Rp. 100,000.00 2.000 Pekerja @Rp. 80,000.00 0.100 Mandor @Rp. 85,000.00 1.000 Pekerja Pembongkaran @Rp. 80,000.00

C.1. Anl I2: Pek. Pembesian Plat Poar 130.000 Kg Besi Beton 2.000 Kg Kawat Beton 6.750 Tukang 2.250 Kepala Tukang 6.750 Pekerja

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

2,600,000.00 50,000.00 607,500.00 225,000.00 540,000.00 4,022,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,118,500.00

Pembesian

Rp. Rp.

4,022,500.00 7,693,500.00


3,400,000.00 50,000.00 607,500.00 225,000.00 540,000.00 4,822,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,948,500.00

Pembesian

Rp. Rp.

4,822,500.00 9,323,500.00


3,100,000.00 50,000.00 607,500.00 225,000.00 540,000.00 4,522,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,118,500.00

Pembesian

Rp. Rp.

4,522,500.00 8,193,500.00


3,600,000.00 50,000.00 607,500.00 225,000.00 540,000.00 5,022,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,948,500.00

Pembesian

Rp. Rp.

5,022,500.00 9,523,500.00

C.1. Anl I2: Pek. Pembesian Kolom Utama 170.000 Kg Besi Beton 2.000 Kg Kawat Beton 6.750 Tukang 2.250 Kepala Tukang 6.750 Pekerja

C.1. Anl I2: Pek. Pembesian Sloof 155.000 Kg Besi Beton 2.000 Kg Kawat Beton 6.750 Tukang 2.250 Kepala Tukang 6.750 Pekerja

@Rp. @Rp. @Rp. @Rp. @Rp.



C.3. Anl I2: Pek. Pembesian Balok 180.000 Kg Besi Beton 2.000 Kg Kawat Beton 6.750 Tukang 2.250 Kepala Tukang 6.750 Pekerja


20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

C.1. Anl I2: Pek. Pembesian Plat Lantai/Tangga 140.000 Kg Besi Beton @Rp. 2.000 Kg Kawat Beton @Rp. 6.750 Tukang @Rp. 2.250 Kepala Tukang @Rp. 6.750 Pekerja @Rp.


2,800,000.00 50,000.00 607,500.00 225,000.00 540,000.00 4,222,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,948,500.00

Pembesian

Rp. Rp.

4,222,500.00 8,723,500.00


2,600,000.00 50,000.00 607,500.00 225,000.00 540,000.00 4,022,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,948,500.00

Pembesian

Rp. Rp.

4,022,500.00 8,523,500.00


2,400,000.00 50,000.00 607,500.00 225,000.00 540,000.00 3,822,500.00

Beton tak bertulang

Rp.

1,552,500.00

Bekisting

Rp.

2,118,500.00

Pembesian

Rp. Rp.

3,822,500.00 7,493,500.00

C.3. Anl I2: Pek. Pembesian Ring Balok 130.000 Kg Besi Beton 2.000 Kg Kawat Beton 6.750 Tukang 2.250 Kepala Tukang 6.750 Pekerja


C.3. Anl I2: Pek. Pembesian Kolom Praktis/Latei 120.000 Kg Besi Beton @Rp. 2.000 Kg Kawat Beton @Rp. 6.750 Tukang @Rp. 2.250 Kepala Tukang @Rp. 6.750 Pekerja @Rp.

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

20,000.00 25,000.00 90,000.00 100,000.00 80,000.00

Anl G45 : 1 M2 Rabat Beton 1:3:5 0.050 M3 Kerikil 0.216 Zak Semen 0.038 M3 Pasir Pasang 0.070 Tukang 0.007 Kepala Tukang 0.420 Pekerja 0.021 Mandor


175,000.00 85,000.00 150,000.00 90,000.00 100,000.00 80,000.00 85,000.00


8,750.00 18,360.00 5,700.00 6,300.00 700.00 33,600.00 1,785.00 75,195.00

Anl G14 : 1 M3 Perekat 1:2 Tegel 6.000 Zak Semen 1.080 M3 Pasir Pasang

@Rp. @Rp.

85,000.00 150,000.00

Rp. Rp. Rp.

510,000.00 162,000.00 672,000.00

Anl G28 : 1M2 Upah Kerja Pas. Tegel 0.250 Tukang 0.025 Kepala Tukang 0.500 Pekerja 0.025 Mandor

@Rp. @Rp. @Rp. @Rp.

90,000.00 100,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp. Rp.

22,500.00 2,500.00 40,000.00 2,125.00 67,125.00

Anl G69 C : 1 M2 Pas. Tegel Keramik 30/30 cm 1.000 M2 Keramik 30/30 0.010 M3 Perekat G14 1.000 Upah G28

@Rp. @Rp. @Rp.

160,000.00 672,000.00 67,125.00

Rp. Rp. Rp. Rp.

160,000.00 6,720.00 67,125.00 233,845.00

: 1 M2 Pas. Tegel Keramik 15/30 cm 1.000 M2 Keramik 15/30 0.010 M3 Perekat G14 1.100 Upah G28

@Rp. @Rp. @Rp.

160,000.00 672,000.00 67,125.00

Rp. Rp. Rp. Rp.

160,000.00 6,720.00 73,837.50 240,557.50

: 1 M2 Pas. Tegel Keramik 20/20 cm 1.000 M2 Keramik 20/200 0.010 M3 Perekat G14 1.100 Upah G28

@Rp. @Rp. @Rp.

125,000.00 672,000.00 67,125.00

Rp. Rp. Rp. Rp.

125,000.00 6,720.00 73,837.50 205,557.50

: 1 M2 Pas. Plint Kuku 1.000 M' Tegel kuku 0.005 M3 Perekat G14 1.150 Upah G28

@Rp. @Rp. @Rp.

50,000.00 672,000.00 67,125.00

Rp. Rp. Rp. Rp.

50,000.00 3,360.00 77,193.75 130,553.75

Anl F26 : 1 M3 Pek. Kusen Bayam 1.100 M3 Kayu Bayam 24.000 Tukang 2.400 Kepala Tukang 7.200 Pekerja 0.360 Mandor


5,500,000.00 90,000.00 100,000.00 80,000.00 85,000.00


6,050,000.00 2,160,000.00 240,000.00 576,000.00 30,600.00 9,056,600.00

Anl F33 : 1 M2 Pek. Pintu Panil 0.044 M3 Kayu Jati 0.010 Kg Lem Fox 4.000 Tukang 0.200 Kepala Tukang 2.000 Pekerja 0.050 Mandor

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

4,500,000.00 50,000.00 90,000.00 100,000.00 80,000.00 85,000.00


198,000.00 500.00 360,000.00 20,000.00 160,000.00 4,250.00 742,750.00

Anl F36. 1 M2 Pek. 0.035 0.010 0.900 4.000 0.400 2.000 0.100


4,500,000.00 50,000.00 280,000.00 90,000.00 100,000.00 80,000.00 85,000.00


157,500.00 500.00 252,000.00 360,000.00 40,000.00 160,000.00 8,500.00 978,500.00


4,650,000.00 50,000.00 90,000.00 100,000.00 80,000.00 85,000.00


5,580,000.00 600,000.00 1,440,000.00 150,000.00 400,000.00 25,500.00 8,195,500.00

Anl

Anl

Anl

Daun Pintu / jendela kaca M3 Kayu Jati Kg Lem Fox M2 Kaca 5 mm Tukang Kepala Tukang Pekerja Mandor

Anl F22. 1 M3 Pek. Kuda-Kuda Kayu 1.200 M3 Kayu Klas II 12.000 Kg Paku/Baut/Kopel 16.000 Tukang 1.500 Kepala Tukang 5.000 Pekerja 0.300 Mandor

Anl

. 100 Kg Pek. Kuda-Kuda Baja 110.000 Kg Baja Profil 400.000 KWH Energi Listrik 3.000 Kg Kawat Las 1.100 Kg Mur Baut 4.000 Tukang 0.400 Kepala Tukang 3.000 Pekerja 0.500 Mandor

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

25,000.00 350.00 150,000.00 50,000.00 90,000.00 100,000.00 80,000.00 85,000.00


2,750,000.00 140,000.00 450,000.00 55,000.00 360,000.00 40,000.00 240,000.00 42,500.00 4,077,500.00

Harga per 1 Kg

Rp.

40,775.00

Anl F22 a : 1 M3 Pek. Gording, Skoor 1.100 M3 Kayu Ponto 4.000 Kg Paku Campur 12.000 Tukang 1.200 Kepala Tukang 4.000 Pekerja 0.200 Mandor


4,850,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00


5,335,000.00 100,000.00 1,080,000.00 120,000.00 320,000.00 17,000.00 6,972,000.00

Anl F21 : 1 M2 Pek. Listplank/Jalusi 0.025 M3 Kayu Kalapi 0.010 Kg Paku Campur 0.285 Tukang 0.029 Kepala Tukang 0.143 Pekerja 0.007 Mandor


4,650,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00


116,250.00 250.00 25,650.00 2,900.00 11,440.00 595.00 157,085.00

Anl H8 : 1 M2 Pek. Atap Seng 5.600 KK Atap Seng 0.225 Kg Paku Seng 0.200 Tukang 0.020 Kepala Tukang 0.150 Pekerja 0.0075 Mandor


15,500.00 30,000.00 90,000.00 100,000.00 80,000.00 85,000.00


86,800.00 6,750.00 18,000.00 2,000.00 12,000.00 637.50 126,187.50

Anl H10 : 1 M' Pek. Nok Seng 1.000 M' Nok Seng 0.112 Kg Paku Seng 0.300 Tukang 0.150 Kepala Tukang 0.100 Pekerja 0.0050 Mandor


17,500.00 30,000.00 90,000.00 100,000.00 80,000.00 85,000.00


17,500.00 3,360.00 27,000.00 15,000.00 8,000.00 425.00 71,285.00

Anl H8 : 1 M2 Pek. Atap Multi Roof 1.000 Lbr Atap Multi Roof 0.020 Kg Paku Sirap 0.020 Kg Paku Campur 0.013 M3 Kayu kaso/reng Kls II 0.200 Tukang 0.020 Kepala Tukang 0.150 Pekerja 0.0075 Mandor

@Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp. @Rp.

180,000.00 30,000.00 25,000.00 4,850,000.00 90,000.00 100,000.00 80,000.00 85,000.00


180,000.00 600.00 500.00 62,565.00 18,000.00 2,000.00 12,000.00 637.50 276,302.50

: 1 M' Pek. Nok Multi Roof 1.000 Lbr Nok Multi Roof 0.020 Kg Paku Sirap 0.200 Tukang 0.020 Kepala Tukang 0.150 Pekerja 0.0075 Mandor


175,000.00 30,000.00 90,000.00 100,000.00 80,000.00 85,000.00


175,000.00 600.00 18,000.00 2,000.00 12,000.00 637.50 208,237.50

Anl H8 : 1 M2 Pek. Atap Asbes 5.600 KK Atap Asbes 6.000 Bh Baut Asbes 0.200 Tukang 0.020 Kepala Tukang 0.150 Pekerja 0.0075 Mandor


20,000.00 1,500.00 90,000.00 100,000.00 80,000.00 85,000.00


112,000.00 9,000.00 18,000.00 2,000.00 12,000.00 637.50 153,637.50

Anl H10 : 1 M' Pek. Nok Asbes 1.000 M' Nok Asbes 10.000 Bh Paku Asbes 0.300 Tukang 0.150 Kepala Tukang 0.100 Pekerja 0.0050 Mandor


45,000.00 550.00 90,000.00 100,000.00 80,000.00 85,000.00


45,000.00 5,500.00 27,000.00 15,000.00 8,000.00 425.00 100,925.00

Anl H18 : 1 M' Pek. Talang Patahan Atap 1.000 M' Seng Plat 0.112 Kg Paku Seng 0.375 Tukang 0.038 Kepala Tukang 0.225 Pekerja 0.0110 Mandor


17,500.00 30,000.00 90,000.00 100,000.00 80,000.00 85,000.00


17,500.00 3,360.00 33,750.00 3,750.00 18,000.00 935.00 77,295.00

Anl F1 : 1 M2 Pek. Rangka Plafond 0.011 M3 Kayu Ponto 0.020 Kg Paku Campur 0.210 Tukang 0.021 Kepala Tukang 0.070 Pekerja 0.0040 Mandor


4,850,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00


53,350.00 500.00 18,900.00 2,100.00 5,600.00 340.00 80,790.00

Anl

Anl Supl. VII, 1 M2 Pek. Plafond Tripleks 0.350 Lbr Tripleks 0.020 Kg Paku Tripleks 0.150 Tukang 0.140 Pekerja 0.0070 Mandor


90,000.00 35,000.00 90,000.00 80,000.00 85,000.00


31,500.00 700.00 13,500.00 11,200.00 595.00 57,495.00

0.011 0.020 0.021 0.011 0.070 0.0040

1 M2 Rangka Listplank Spandek M3 Kayu Ponto Kg Paku Campur Tukang Kepala Tukang Pekerja Mandor


4,850,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00


53,350.00 500.00 1,890.00 1,100.00 5,600.00 340.00 62,780.00

5.100 0.112 0.200 0.020 0.150 0.0750

1 M2 Pas. Listplank Spandek Kk Seng Spandek Kg Paku Campur Tukang Kepala Tukang Pekerja Mandor


40,000.00 25,000.00 90,000.00 100,000.00 80,000.00 85,000.00


204,000.00 2,800.00 18,000.00 2,000.00 12,000.00 6,375.00 245,175.00

1.100 0.003 0.500 0.025 4.000

1 M2 Pas. kaca mati 5 mm M2 Kaca 5mm Kg Paku Tukang Kepala Tukang M' List


280,000.00 25,000.00 90,000.00 100,000.00 2,000.00


308,000.00 75.00 45,000.00 2,500.00 8,000.00 363,575.00

1.100 2.000 0.500 0.025

1 M2 Pas. kaca naco 3 mm M2 Kaca naco 3mm Bingkai naco Tukang Kepala Tukang

@Rp. @Rp. @Rp. @Rp.

280,000.00 55,000.00 90,000.00 100,000.00

Rp. Rp. Rp. Rp. Rp.

308,000.00 110,000.00 45,000.00 2,500.00 465,500.00

P intu tripleks Kayu papan Paku Campur Teripleks Tukang Kepala Tukang Pekerja Mandor


4,500,000.00 25,000.00 90,000.00 90,000.00 100,000.00 80,000.00 85,000.00


94,500.00 625.00 108,000.00 129,600.00 40,000.00 80,000.00 3,400.00 456,125.00

Pintu tripleks Lapis seng Kayu papan Paku Campur Seng plat Tukang Kepala Tukang Pekerja Mandor


4,500,000.00 25,000.00 60,000.00 90,000.00 100,000.00 80,000.00 85,000.00


198,000.00 6,250.00 66,000.00 360,000.00 40,200.00 176,000.00 6,035.00 852,485.00

Anl. F.1.a

Anl. F.1.a

Anl.

Anl.

Anl. 2/3 F.26

1 M2 0.021 M3 0.025 Kg 1.200 Lbr 1.440 0.400 1.000 0.0400

Anl. 3/4 F.33

1 M2 0.044 M3 0.250 Kg 1.100 Lbr 4.000 0.402 2.200 0.0710

Anl K23 : 1 M2 Upah Pek. Pengecatan 1x 0.075 Tukang 0.008 Kepala Tukang 0.050 Pekerja 0.0030 Mandor

@Rp. @Rp. @Rp. @Rp.

90,000.00 100,000.00 80,000.00 85,000.00

Rp. Rp. Rp. Rp. Rp.

6,750.00 800.00 4,000.00 255.00 11,805.00

Anl K30 : 1 M2 Upah Mendempul dan Menggosok 0.080 Kg Dempul 0.250 Lbr Amplas 0.040 Tukang 0.004 Kepala Tukang

@Rp. @Rp. @Rp. @Rp.

25,000.00 7,000.00 90,000.00 100,000.00

Rp. Rp. Rp. Rp. Rp.

2,000.00 1,750.00 3,600.00 400.00 7,750.00

Anl K30 + K23: 1 M2 Upah Pengecatan dasar 1x 0.150 Kg Cat Dasar 0.099 Lbr Minyak Cat 1.000 Upah K23

@Rp. @Rp. @Rp.

45,000.00 15,000.00 11,805.00

Rp. Rp. Rp. Rp.

6,750.00 1,485.00 11,805.00 20,040.00

Anl K6 + K23: 1 M2 Upah Pengecatan kilap 1x 0.225 Kg Cat kilap 0.050 Lbr Minyak Cat 3.000 Upah K23

@Rp. @Rp. @Rp.

55,000.00 15,000.00 11,805.00

Rp. Rp. Rp. Rp.

12,375.00 750.00 35,415.00 48,540.00

Rp. Rp. Rp. Rp.

7,750.00 20,040.00 48,540.00 76,330.00

1 m2 Pek. Cat dasar/dempul/Kilap Pek. Mendepul/Menggosok Pek. Pengecatan Dasar 1x Pek. Mengecat kilpa 3 x Anl K1 + K23 : 1 M2 Mengecatan Tembok/Plafond 3 x 0.300 Kg Cat Tembok 0.030 Tukang 0.003 Kepala Tukang 0.180 Pekerja

@Rp. @Rp. @Rp. @Rp.

60,000.00 90,000.00 100,000.00 80,000.00

Rp. Rp. Rp. Rp. Rp.

18,000.00 2,700.00 300.00 14,400.00 35,400.00

Anl K1 + K23 : 1 M2 Mengecatan Atap Seng 0.300 Kg Cat Atap Seng 0.075 Tukang 0.008 Kepala Tukang 0.050 Pekerja

@Rp. @Rp. @Rp. @Rp.

75,000.00 90,000.00 100,000.00 80,000.00

Rp. Rp. Rp. Rp. Rp.

22,500.00 6,750.00 800.00 4,000.00 34,050.00

Anl 1/3K23+ K5 : 1 M2 Pek. Vernis 0.150 Kg Vernis 0.010 Ltr Minyak Cat 0.075 Tukang 0.008 Kepala Tukang 0.050 Pekerja


55,000.00 15,000.00 90,000.00 100,000.00 80,000.00


8,250.00 150.00 6,750.00 800.00 4,000.00 19,950.00

DAFTAR UPAH DAN HARGA BAHAN

KEGIATAN LOKASI

: USULAN PEMBANGUNAN BALAI LATIHAN KERJA : KOMPLEKS BLK KENDARI

No.

Uraian

Satuan

Harga Satuan Rp.

I. 1 2 3 4 II. 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31 32 33 34 35 36

Upah Kerja Tukang Kepala Tukang Pekerja Mandor

Hari Hari Hari Hari

90,000.00 100,000.00 80,000.00 85,000.00

Harga Bahan Tanah Urug Pasir Urug Pasir Pasang Batu Gunung Semen Bata Kerikil Besi Beton Baja Profil Kawat Las Kawat Beton Papan Kelas IV Kayu Perancah Paku Campur Paku Tripleks Keramik 40/40 Keramik 20/20 Tegel Plint Keramik 15/30 Tegel kuku Kayu Bayam Kayu Ponto Kayu Kalapi Kayu Jati Baut/Plat Kopel Lem Fox Multi Roof Nok Multi Roof Atap Seng Glb Kecil BJLS20 Nok Seng Asbes Nok Asbes Seng plat Paku Seng Paku Asbes Baut Asbes Seng Spandek

M3 M3 M3 M3 Zak Biji M3 Kg Kg Kg Kg M3 M3 Kg Kg M2 M2 M2 M' M3 M3 M3 M3 Kg Kg Lbr Lbr KK M' KK M' Lbr Kg Bh Bh KK

100,000.00 125,000.00 150,000.00 250,000.00 85,000.00 1,500.00 175,000.00 20,000.00 25,000.00 150,000.00 25,000.00 3,500,000.00 2,500,000.00 25,000.00 35,000.00 160,000.00 125,000.00 160,000.00 50,000.00 5,500,000.00 4,850,000.00 4,650,000.00 4,500,000.00 50,000.00 50,000.00 180,000.00 175,000.00 15,500.00 17,500.00 20,000.00 45,000.00 60,000.00 30,000.00 550.00 1,500.00 40,000.00

No.

37 38 39 40 41 42 43 44 45 46 47 48 49 50 51 52 53 54 55 56 57 58 59 60 61 62 63 64 65 66 67 68 69 70 71 72 73 74 75 76

Uraian

Tripleks Dempul Amplas Cat Dasar Cat Kilap/Vernis Minyak Cat Cat Tembok Cat Atap Seng Kunci Tanam Gerendel Pintu Engsel Pintu Engsel Jendela Gerendel Pintu Panjang Gerendel Jendela Kait Angin Bok Sekring Kawat Ram Kaca 5 mm Bingkai naco Lampu Merkuri + Pitting Camp Swit Lampu TL 2x 40 watt Panjang Lampu TL 20 watt Panjang Lampu TL 25 watt + Pitting Lampu Pijar 25 watt + Pitting Stop Kontak Saklar Tunggal Saklar Ganda Titik Instalasi Elektroda Petir Kabel BC Klem Pipa GIP 1" Pipa GIP 2,5" Kran air Flour Drain Wastafel Kloset Jongkok Ventilator Atap List Plafond Profil

Satuan

Lbr Kg Lbr Kg Kg Ltr Kg Kg Bh Bh Bh Bh Bh Bh Bh Bh M2 M2 Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh Bh M' Bh M' M' Bh Bh Bh Bh Bh M'

Harga Satuan Rp. 90,000.00 25,000.00 7,000.00 45,000.00 55,000.00 15,000.00 60,000.00 75,000.00 350,000.00 35,000.00 25,000.00 30,000.00 120,000.00 25,000.00 25,000.00 260,000.00 90,000.00 280,000.00 250,000.00 1,750,000.00 450,000.00 320,000.00 250,000.00 160,000.00 110,000.00 85,000.00 85,000.00 85,000.00 200,000.00 650,000.00 180,000.00 35,000.00 45,000.00 50,000.00 75,000.00 50,000.00 2,650,000.00 520,000.00 7,000,000.00 55,000.00

DINAS TENAGA KERJA DAN TRANSMIGRA PROVINSI SULAWESI TENGGARA

USULAN PEKERJAAN PEMBANGUNAN KANTOR BALAI LATIHAN KERJA KENDARI


TEKNOPLAN engineering consultants Jl. Abunawas No. 35 Kendari e-mail: [email protected]

SI

DINAS TENAGA KERJA DAN TRANSMIGRASI PROVINSI SULAWESI TENGGARA

USULAN PEKERJAAN PEMBANGUNAN KANTOR BALAI LATIHAN KERJA KENDARI


TEKNOPLAN engineering consultants Jl. Abunawas No. 35 Kendari e-mail: [email protected]

Rab BLK 2011

Recommend Documents