lampiran ba urugan

LAMPIRAN BERITA ACARA HASIL KLARIFIKASI DAN NEGOSIASI

Pekerjaan : Renovasi Ruang Kantor BP2T

Nomor : 06/ULP/PP.II/BP2T/ /2012

Tanggal : 31 Agustus 2012

NO U R A I A N VOLUME

HARGA PERKIRAAN SENDIRI (HPS) HARGA PERKIRAAN SENDIRI (HPS)

1 2 3 4 5 4 5 5

A PEKERJAAN PENDAHULUAN

1 Pembongkaran Dinding Pas. Bata 27.05 m2 50,300.00 1,360,765.90 49,900.00 1,349,944.70 1,349,944.70

2 Pembongkaran Dinding Partisi 40.36 m2 20,000.00 807,100.00 19,800.00 799,029.00 799,029.00

3 Pembongkaran Plafond 68.25 m2 20,000.00 1,365,000.00 19,800.00 1,351,350.00 1,351,350.00

4 Pembongkaran Lantai 6.00 m2 50,300.00 301,800.00 49,900.00 299,400.00 299,400.00

Total - A 3,834,665.90 Total - A 3,799,723.70 3,799,723.70

B PEKERJAAN TANAH

1 Galian Tanah Pondasi 2.30 m3 39,200.00 90,160.00 0.00 0.00 0.00

2 Urugan Pasir Bawah Pondasi dan Lantai 1.10 m3 168,100.00 184,910.00 0.00 0.00 0.00

3 Urugan Tanah Kembali 1.40 m3 13,000.00 18,200.00 0.00 0.00 0.00

Total - B 293,270.00 Total - B 0.00 0.00

C PEKERJAAN PASANGAN DAN BETON

1 Pekerjaan Beton

- Pondasi Foot Plate teras samping 0.40 m3 3,025,000.00 1,210,000.00 #REF! #REF! #REF!

- Sloof 15 / 20 Teras samping 0.15 m3 3,025,000.00 453,750.00 #REF! #REF! #REF!

- Balok Teras samping 0.35 m3 3,025,000.00 1,058,750.00 #REF! #REF! #REF!

- Plat Dak Teras samping 0.60 m3 7,870,800.00 4,722,480.00 #REF! #REF! #REF!

- Kolom Teras Samping 25 x 25 0.50 m3 3,025,000.00 1,512,500.00 #REF! #REF! #REF!

- Kolom Praktis 0.62 m3 3,358,600.00 2,078,133.75 #REF! #REF! #REF!

- Sloof 15 / 20 0.21 m3 3,025,000.00 635,250.00 #REF! #REF! #REF!

- Ringbalk 15/20 0.36 m3 3,025,000.00 1,089,000.00 #REF! #REF! #REF!

2 Pasangan Dinding Bata 29.38 m2 149,200.00 4,382,750.00 #REF! #REF! #REF!

3 Plesteran Dinding 58.75 m2 38,900.00 2,285,375.00 #REF! #REF! #REF!

4 Acian 58.75 m2 22,300.00 1,310,125.00 #REF! #REF! #REF!

5 Rabat Bawah Lantai & Pondasi Foot Plate 0.40 m3 619,600.00 247,840.00 #REF! #REF! #REF!

6 Pasang Roster 0.25 m2 288,300.00 72,075.00 #REF! #REF! #REF!

7 Pasangan Keramik Lantai 20 / 20 6.00 m2 176,800.00 1,060,800.00 #REF! #REF! #REF!

8 Pasangan Keramik Dinding 20 / 20 18.60 m2 191,900.00 3,569,340.00 #REF! #REF! #REF!

9 Pasangan Keramik Lantai 30 / 30 3.00 m2 217,900.00 653,700.00 #REF! #REF! #REF!

Total - C 26,341,868.75 Total - C #REF! #REF!

HARGA NEGOSIASI (Rp)HARGA SATUAN

(Rp)JUMLAH HARGA

(Rp)HARGA SATUAN

(Rp)JUMLAH HARGA

(Rp)



1 2 3 4 5 4 5 5


(Rp)JUMLAH HARGA

(Rp)HARGA SATUAN

(Rp)JUMLAH HARGA

(Rp)

D PEKERJAAN PARTISI & PLAFOND

1 P 1 1.00 Unit 3,338,500.00 3,338,500.00 #REF! #REF! #REF!

2 P 2 1.00 Unit 1,074,500.00 1,074,500.00 #REF! #REF! #REF!

3 P 3 1.00 Unit 848,600.00 848,600.00 #REF! #REF! #REF!

4 P 4 2.00 Unit 1,681,300.00 3,362,600.00 #REF! #REF! #REF!

5 P 5 2.00 Unit 1,768,600.00 3,537,200.00 #REF! #REF! #REF!

6 P 6 1.00 Unit 659,600.00 659,600.00 #REF! #REF! #REF!

7 P 7 1.00 Unit 1,052,500.00 1,052,500.00 #REF! #REF! #REF!

8 P 8 1.00 Unit 3,699,500.00 3,699,500.00 #REF! #REF! #REF!

9 P 9 1.00 Unit 4,647,200.00 4,647,200.00 #REF! #REF! #REF!

10 P 10 1.00 Unit 2,113,900.00 2,113,900.00 #REF! #REF! #REF!

11 P 11 1.00 Unit 728,900.00 728,900.00 #REF! #REF! #REF!

12 Pasang Plafond Kalsiboard 73.73 m2 121,600.00 8,965,568.00 #REF! #REF! #REF!

13 List Gysum Profil Lengkung 103.10 m' 35,700.00 3,680,670.00 #REF! #REF! #REF!

14 List Gysum Profil Datar 29.40 m' 35,700.00 1,049,580.00 #REF! #REF! #REF!

Total - D 38,758,818.00 Total - D #REF! #REF!

E PEKERJAAN KUSEN, PINTU & JENDELA

1 PJ.1 (Kusen Alluminium, Pintu Frame Alluminium, Kaca Rayband 5 1.00 Unit 6,430,100.00 6,430,100.00 #REF! #REF! #REF!

2 P.1 (Kusen Kayu Ulin, Pintu Panel Lanan Finis Cat Kilap) 5.00 Unit 1,508,500.00 7,542,500.00 #REF! #REF! #REF!

3 PK.1 (Pintu Kipas Lanan Lapis Double Teakwood) 2.00 Unit 318,700.00 637,400.00 #REF! #REF! #REF!

4 PK.2 (Pintu Kipas Lanan Lapis Double Teakwood) 1.00 Unit 938,400.00 938,400.00 #REF! #REF! #REF!

5 J.1 (Jendela eks bongkaran/Upah Pasang saja) 1.00 Unit 150,000.00 150,000.00 #REF! #REF! #REF!

6 V.1 (Jendela eks bongkaran/Upah Pasang saja) 1.00 Unit 100,000.00 100,000.00 #REF! #REF! #REF!

Total - E 15,798,400.00 Total - E #REF! #REF!

F PEKERJAAN PENGECATAN

1 Cat Dinding & Plafond 683.56 m2 17,200.00 11,757,249.20 #REF! #REF! #REF!

Total - E 11,757,249.20 Total - E #REF! #REF!

G PEKERJAAN LISTRIK

1 Instalasi Titik Lampu 10.00 titik 350,000.00 3,500,000.00 #REF! #REF! #REF!

2 Lampu Downlight 4.00 unit 154,000.00 616,000.00 #REF! #REF! #REF!

3 Lampu SL (30 watt) 6.00 unit 49,500.00 297,000.00 #REF! #REF! #REF!

4 Sakelar Tunggal 2.00 unit 14,900.00 29,800.00 #REF! #REF! #REF!

Total - F 4,442,800.00 Total - F #REF! #REF!

H PEKERJAAN SANITAIR

1 Kloset Duduk 2.00 Unit 2,050,000.00 4,100,000.00 #REF! #REF! #REF!

2 Washtafel 2.00 Unit 687,500.00 1,375,000.00 #REF! #REF! #REF!

3 Jet shower 2.00 Unit 275,000.00 550,000.00 #REF! #REF! #REF!

4 Kran air 3.00 Unit 19,800.00 59,400.00 #REF! #REF! #REF!

5 Cermin 2.00 Unit 95,000.00 190,000.00 #REF! #REF! #REF!



1 2 3 4 5 4 5 5


(Rp)JUMLAH HARGA

(Rp)HARGA SATUAN

(Rp)JUMLAH HARGA

(Rp)

6 Floor Drain 2.00 Unit 250,000.00 500,000.00 #REF! #REF! #REF!

7 Septiktank (2,5 m3) 1.00 Unit 7,150,000.00 7,150,000.00 #REF! #REF! #REF!

8 Instalasi Air Bersih 1.00 Ls 2,000,000.00 2,000,000.00 #REF! #REF! #REF!

9 Instalasi Air Kotor 1.00 Ls 1,750,000.00 1,750,000.00 #REF! #REF! #REF!

Total - G 17,674,400.00 Total - G #REF! #REF!

I PEKERJAAN MEUBELIR

1 Pembuatan Meja Informasi ( Panjang 5,2 m bentuk L) 1.00 Unit 18,200,000.00 18,200,000.00 #REF! #REF! #REF!

2 Kursi 4.00 unit 650,000.00 2,600,000.00 #REF! #REF! #REF!

Total - H 20,800,000.00 Total - H #REF! #REF!

A HARGA TOTAL ( A s/d I ) 139,701,471.85 #REF! #REF!

B PPN 10 % 13,970,147.19 #REF! #REF!

C TOTAL 153,671,619.04 #REF! #REF!

D DIBULATKAN 153,671,000.00 #REF! #REF!

Disetujui Oleh Penawar Pejabat Pengadaan

#REF!

#REF! SUPRAPTO, S.Hut

#REF! NIP. 19740425 199212 1 001

PROYEK GRAHA TRAC CABANG SANGATTA

PEMBERI PEKERJAAN

PT. SERASI AUTORAYA

KONTRAKTOR : PT. CITRA GRAHA MANDIRI Periode : 21 Januari 2013 s/d 02 Feb 2013

NO U R A I A N

KONTRAK PRESTASI MG INI PROSENTASE

VOLUMEBOBOT

VOLUMEBOBOT

VOLUMEBOBOT

VOLUMEBOBOT BOBOT

(%) (%) (%) (%) (%)

1 2 3 4 5 6 7 8 9 10 11

A PEKERJAAN PERSIAPAN

1 Listrik dan Air Kerja 1.00 Ls 0.137 0.00 0.000 0.00 0.000 0.00 0.000 0.000

2 Mobilisasi dan demolisasi 1.00 Ls 0.165 0.00 0.000 0.50 0.082 0.50 0.082 50.000

3 Biaya Keamanan, Retribusi galian C & pajak 1.00 Ls 0.962 0.00 0.000 0.00 0.000 0.00 0.000 0.000

4 Shop drawing dan Asbuilt Drawing 1.00 Ls 0.275 0.00 0.000 0.00 0.000 0.00 0.000 0.000

1.540 0.000 0.082 0.082 5.357

B PEKERJAAN URUGAN DAN PEMADATAN

1 Pekerjaan Pengupasan tanah (Stripping) 9,020 m2 1.736 0.00 0.000 9,020.00 1.736 9,020.00 1.736 100.000

2 Pekerjaan urugan dan pemadatan tanah 9,020 m2 45.887 0.00 0.000 6,105.49 31.060 6,105.49 31.060 67.688

3 Urugan basecorse exs. Palu 9,020 m2 49.608 0.00 0.000 0.00 0.000 0.00 0.000 0.000 4 Pembuatan raam jalan masuk 82.50 m2 1.008 0.00 0.000 0.00 0.000 0.00 0.000 0.000 5 Gorong2 bertulang dia 100 cm. K275 20.00 bh 0.220 0.00 0.000 0.00 0.000 0.00 0.000 0.000

98.460 0.000 32.797 32.797 33.310

JUMLAH 100.000 0.000 32.879 32.879 32.879

Keterangan

Menurut Time Schedulle 4.897 % Tingkat Penyelesaian s/d ini 32.88 %Progress Aktual 32.879 % Tingkat Penyelesaian s/d Lalu 0.00 %Pekerjaan Mendahului 27.982 % Tingkat Kemajuan Pekerjaan 32.88 %

Diketahui : Diperiksa : Dibuat :GRAHA TRAC Konsultan Pengawas PT. CITRA GRAHA MANDIRI

Cabang Sangatta PT. CREMONA

Irwan Irawadi Barus Gunarto Arkasi Ridha

Kepala Cabang Project Manager

LAPORAN MINGGUAN KEMAJUAN PEKERJAAN

PRESTASI S/D MG LALU

PRESTASI S/D MG INI

DAFTAR ANALISA

No UraianHarga Satuan Upah Bahan Jumlah

(Rp) (Rp) (Rp) (Rp)

a b c d e f

1 1 m3 Menggali Tanah Biasa Sedalam 1 Meter

0.7500 OH Pekerja 49,600.00 37,200.00 - 37,200.00

0.0250 OH Mandor 70,400.00 1,760.00 - 1,760.00

38,960.00 - 38,960.00

Jumlah Harga Dibulatkan 38,900.00

2 1 m3 Mengurug Kembali Galian

0.2500 OH Pekerja 49,600.00 12,400.00 - 12,400.00

0.0083 OH Mandor 70,400.00 586.67 - 586.67

12,986.67 - 12,986.67


3 1 m3 Mengurug Dengan Pasir Urug

1.2000 m3 Pasir Urug 125,600.00 150720 150,720.00

0.3000 OH Pekerja 49,600.00 14,880.00 - 14,880.00

0.0100 OH Mandor 70,400.00 704.00 - 704.00

15,584.00 - 166,304.00


4 1 m3 Pasangan Pondasi Batu Belah, camp. 1 PC : 5 PP

1.2000 m3 Batu Belah 15cm/20cm 212,500.00 - 255,000.00 255,000.00

136.0000 Kg Portland Cement 1,500.00 - 204,000.00 204,000.00

0.5440 m3 Pasir Pasang 138,400.00 - 75,289.60 75,289.60

1.5000 OH Pekerja 49,600.00 74,400.00 - 74,400.00

0.7500 OH Tukang Batu 60,000.00 45,000.00 - 45,000.00

0.0750 OH Kepala Tukang 69,400.00 5,205.00 - 5,205.00

0.0750 OH Mandor 70,400.00 5,280.00 - 5,280.00

129,885.00 534,289.60 664,174.60


5 1 m2 Pasangan Dinding Bata 1/2 Batu, camp. 1PC:4PP

70.0000 Buah Bata Merah 690.00 - 48,300.00 48,300.00


0.4300 m3 Pasir Pasang 138,400.00 - 59,512.00 59,512.00

0.3000 OH Pekerja 49,600.00 14,880.00 - 14,880.00

0.1000 OH Tukang Batu 60,000.00 6,000.00 - 6,000.00

0.0100 OH Kepala Tukang 69,400.00 694.00 - 694.00

0.0150 OH Mandor 70,400.00 1,056.00 - 1,056.00

22,630.00 125,062.00 147,692.00


6 1 m2 Plesteran tebal 15 mm, camp. 1PC:4PP


0.0240 m3 Pasir Pasang 138,400.00 - 3,321.60 3,321.60

0.3000 OH Pekerja 49,600.00 14,880.00 - 14,880.00

0.1500 OH Tukang Batu 60,000.00 9,000.00 - 9,000.00

0.0150 OH Kepala Tukang 69,400.00 1,041.00 - 1,041.00

0.0150 OH Mandor 70,400.00 1,056.00 - 1,056.00

25,977.00 12,681.60 38,658.60


7 1 m2 Acian


0.2000 OH Pekerja 49,600.00 9,920.00 - 9,920.00

0.1000 OH Tukang Batu 60,000.00 6,000.00 - 6,000.00

0.0100 OH Kepala Tukang 69,400.00 694.00 - 694.00

0.0100 OH Mandor 70,400.00 704.00 - 704.00

17,318.00 4,875.00 22,193.00


8 1 m2 Pasangan Roster

25.0000 Bh Roster 8,000.00 - 200,000.00 200,000.00


0.3500 m3 Pasir Pasang 138,400.00 - 48,440.00 48,440.00

0.3000 OH Pekerja 49,600.00 14,880.00 - 14,880.00

0.1000 OH Tukang Batu 60,000.00 6,000.00 - 6,000.00

0.0100 OH Kepala Tukang 69,400.00 694.00 - 694.00

0.0150 OH Mandor 70,400.00 1,056.00 - 1,056.00

22,630.00 264,940.00 287,570.00



(Rp) (Rp) (Rp) (Rp)

a b c d e f

9 1 m' Skonengan

0.5000 Kg Portland Cement 1,500.00 - 750.00 750.00

0.0130 m3 Pasir Pasang 138,400.00 - 1,799.20 1,799.20

0.0800 OH Pekerja 49,600.00 3,968.00 - 3,968.00

0.4000 OH Tukang Batu 60,000.00 24,000.00 - 24,000.00

0.0400 OH Kepala Tukang 69,400.00 2,776.00 - 2,776.00

0.0400 OH Mandor 70,400.00 2,816.00 - 2,816.00

33,560.00 2,549.20 36,109.20


10 1 m3 1 M3 Beton bertulang 1pc:2ps:3kr


0.5429 m3 Pasir Beton 123,600.00 - 67,097.14 67,097.14

0.7622 m3 Kerikil 142,200.00 - 108,388.00 108,388.00

215.0000 OH Air 50.00 10,750.00 - 10,750.00

1.6500 OH Pekerja 69,400.00 114,510.00 - 114,510.00

0.2750 OH Tukang Batu 60,000.00 16,500.00 - 16,500.00

0.0275 OH Kepala Tukang 49,600.00 1,364.00 - 1,364.00

0.0825 OH Mandor 60,000.00 4,950.00 - 4,950.00

143,124.00 664,485.14 812,559.14


11 1 m3 Lantai Kerja


0.6615 m3 Pasir Beton 142,200.00 - 94,062.67 94,062.67

0.7336 m3 Kerikil 123,600.00 - 90,669.43 90,669.43

200.0000 Liter Air 50.00 - 10,000.00 10,000.00

1.2000 OH Pekerja 49,600.00 59,520.00 - 59,520.00

0.2000 OH Tukang Batu 60,000.00 12,000.00 - 12,000.00

0.0200 OH Kepala Tukang 69,400.00 1,388.00 - 1,388.00

0.0600 OH Mandor 70,400.00 4,224.00 - 4,224.00

77,132.00 539,732.10 616,864.10


12 1 Kg Pembesian

1.0500 Kg Besi Beton 11,900.00 - 12,495.00 12,495.00

0.0150 Kg Kawat Beton 11,900.00 - 178.50 178.50 0.0003 OH Mandor 70,400.00 21.12 - 21.12 0.0007 OH Kepala tukang 69,400.00 48.58 - 48.58 0.0070 OH Tukang besi 60,000.00 420.00 - 420.00 0.0070 OH Pembantu tukang 49,600.00 347.20 - 347.20

836.90 12,673.50 13,510.40


13 1 m2 Bekisting Sloof, Kolom Praktis, Ring Balk

0.0450 m3 Kayu Kelas III 1,729,900.00 - 77,845.50 77,845.50

0.3000 Kg Paku 10,900.00 - 3,270.00 3,270.00

0.1000 Liter Minyak Bekisting 14,800.00 - 1,480.00 1,480.00

0.5200 OH Pekerja 49,600.00 25,792.00 - 25,792.00

0.2600 OH Tukang Kayu 60,000.00 15,600.00 - 15,600.00

0.0260 OH Kepala Tukang 69,400.00 1,804.40 - 1,804.40

0.0260 OH Mandor 70,400.00 1,830.40 - 1,830.40

45,026.80 82,595.50 127,622.30


Pekerjaan menyiram dan membongkar bekisting

4.0000 OH Pembantu tukang 49,600.00 198,400.00 198,400.00


14 1 m3 1M3 Beton sloof,ring balok, kolom praktis(besi 100+begesting)

1.0000 m3 Beton K 175 812,500.00 - - 812,500.00

84.5591 Kg Pembesian 13,500.00 - - 1,141,548.39

6.6667 m2 Bekisting 127,600.00 - - 850,666.67 Pek. Penyiraman + Bongkaran 198,400.00 - - 198,400.00

- - 3,003,115.06

Jumlah Harga Dibulatkan 3,003,100.00

15 1 m3 Kolom Praktis 15/15

1.0000 m3 Beton K 175 812,500.00 812,500.00

123.7932 Kg Pembesian 13,500.00 1,671,208.20

6.6667 m2 Bekisting 127,600.00 850,666.67

- - 3,334,374.87



(Rp) (Rp) (Rp) (Rp)

a b c d e f

16 1 m3 Plat Tebal 10 cm

1.0000 m3 Beton K 175 812,500.00 812,500.00

423.9800 Kg Pembesian 13,500.00 5,723,730.00

10.0000 m2 Bekisting 127,600.00 1,276,000.00

- - 7,812,230.00


17 1 m2 Pasangan Lantai Keramik 30 x 30

11.8700 Buah Keramik 30 x 30 10,100.00 - 119,887.00 119,887.00


0.0450 m3 Pasir Pasang 138,400.00 - 6,228.00 6,228.00

1.5000 Kg Semen Warna 9,400.00 - 14,100.00 14,100.00

0.7000 OH Pekerja 49,600.00 34,720.00 - 34,720.00

0.3500 OH Tukang Batu 60,000.00 21,000.00 - 21,000.00

0.0350 OH Kepala Tukang 69,400.00 2,429.00 - 2,429.00

0.0350 OH Mandor 70,400.00 2,464.00 - 2,464.00

60,613.00 155,215.00 215,828.00


18 1 m2 Pasangan Lantai Keramik 20 x 20

26.5000 Buah Keramik 20 x 20 2,900.00 - 76,850.00 76,850.00


0.0450 m3 Pasir Pasang 138,400.00 - 6,228.00 6,228.00

1.6200 Kg Semen Warna 9,400.00 - 15,228.00 15,228.00

0.7000 OH Pekerja 49,600.00 34,720.00 - 34,720.00

0.3500 OH Tukang Batu 60,000.00 21,000.00 - 21,000.00

0.0350 OH Kepala Tukang 69,400.00 2,429.00 - 2,429.00

0.0350 OH Mandor 70,400.00 2,464.00 - 2,464.00

60,613.00 113,906.00 174,519.00


19 1 m2 Pasangan Dinding Keramik 20 x 20

26.5000 Buah Keramik 20 x 20 2,900.00 - 76,850.00 76,850.00


0.0180 m3 Pasir Pasang 138,400.00 - 2,491.20 2,491.20

1.9400 Kg Semen Warna 9,400.00 - 18,236.00 18,236.00

0.9000 OH Pekerja 49,600.00 44,640.00 - 44,640.00

0.4500 OH Tukang Batu 60,000.00 27,000.00 - 27,000.00

0.0450 OH Kepala Tukang 69,400.00 3,123.00 - 3,123.00

0.0450 OH Mandor 70,400.00 3,168.00 - 3,168.00

77,931.00 111,527.20 189,458.20


20 1 m3 Kusen Kayu Ulin 5 / 10

1.1000 m3 Balok Kayu Ulin 5,931,000.00 - 6,524,100.00 6,524,100.00

1.2500 Kg Paku 10,900.00 - 13,625.00 13,625.00

1.0000 Kg Lem Kayu 11,900.00 - 11,900.00 11,900.00

7.0000 OH Pekerja 49,600.00 347,200.00 - 347,200.00

21.0000 OH Tukang Kayu 60,000.00 1,260,000.00 - 1,260,000.00

2.1000 OH Kepala Tukang 69,400.00 145,740.00 - 145,740.00

0.3500 OH Mandor 70,400.00 24,640.00 - 24,640.00

1,777,580.00 6,549,625.00 8,327,205.00


21 1 m' Kusen Alluminium

1.1000 m Profil Alluminium 29,700.00 - 32,670.00 32,670.00

2.0000 Buah Skrup Fixer 2,000.00 - 4,000.00 4,000.00

0.0600 Tube Sealent 79,100.00 - 4,746.00 4,746.00

0.0425 OH Pekerja 49,600.00 2,108.00 - 2,108.00

0.0425 OH Tukang Alluminium 60,000.00 2,550.00 - 2,550.00

0.0043 OH Kepala Tukang 69,400.00 294.95 - 294.95

0.0021 OH Mandor 70,400.00 149.60 - 149.60

5,102.55 41,416.00 46,518.55


22 1 m2 Pintu Kaca Bingkai Alluminium

4.4000 m Pintu Alluminium 44,500.00 - 195,800.00 195,800.00

4.5000 m Profil Kaca 12,400.00 - 55,800.00 55,800.00

0.2700 Tube Sealent 79,100.00 - 21,357.00 21,357.00

0.0850 OH Pekerja 49,600.00 4,216.00 - 4,216.00

0.0850 OH Tukang Alluminium 60,000.00 5,100.00 - 5,100.00

0.0085 OH Kepala Tukang 69,400.00 589.90 - 589.90

0.0045 OH Mandor 70,400.00 316.80 - 316.80

10,222.70 77,157.00 87,379.70


(Rp) (Rp) (Rp) (Rp)

a b c d e f Jumlah Harga Dibulatkan 87,300.00


(Rp) (Rp) (Rp) (Rp)

a b c d e f

23 1 m2 Membuat dan Memasang Pintu Panel

0.0400 m3 Papan Kayu 2,819,200.00 - 112,768.00 112,768.00

0.5000 Kg Lem Kayu 11,900.00 - 5,950.00 5,950.00

1.0000 OH Pekerja 49,600.00 49,600.00 - 49,600.00

3.0000 OH Tukang Kayu 60,000.00 180,000.00 - 180,000.00

0.3000 OH Kepala Tukang 69,400.00 20,820.00 - 20,820.00

0.0500 OH Mandor 70,400.00 3,520.00 - 3,520.00

253,940.00 118,718.00 372,658.00


24 1 m2 Membuat dan Memasang pintu teakwood rangkap

0.0250 m3 Papan Kayu 2,819,200.00 - 70,480.00 70,480.00

0.0300 Kg Paku 10,900.00 - 327.00 327.00

1.0000 Lembar Teakwood 4 mm 66,300.00 - 66,300.00 66,300.00

0.5000 Kg Lem Kayu 11,900.00 - 5,950.00 5,950.00

0.7000 OH Pekerja 49,600.00 34,720.00 - 34,720.00

2.1000 OH Tukang Kayu 60,000.00 126,000.00 - 126,000.00

0.2100 OH Kepala Tukang 69,400.00 14,574.00 - 14,574.00

0.0350 OH Mandor 70,400.00 2,464.00 - 2,464.00

177,758.00 143,057.00 320,815.00


25 1 m2 Partisi Kalsiboard

0.0280 m3 Balok Kayu Kelas II 2,965,500.00 - 83,034.00 83,034.00

0.1500 Kg Paku 10,900.00 - 1,635.00 1,635.00

0.8600 Lembar Kalsiboard 4 mm (122 x 244) 70,100.00 - 60,286.00 60,286.00

0.5600 Kg Lem Kayu 11,900.00 - 6,664.00 6,664.00

0.2000 OH Pekerja 49,600.00 9,920.00 - 9,920.00

0.6000 OH Tukang Kayu 60,000.00 36,000.00 - 36,000.00

0.0600 OH Kepala Tukang 69,400.00 4,164.00 - 4,164.00

0.0100 OH Mandor 70,400.00 704.00 - 704.00

50,788.00 151,619.00 202,407.00


26 1 m2 Rangka Plafond

0.0163 m3 Balok Kayu Kelas II 2,965,500.00 - 48,337.65 48,337.65

0.2500 Kg Paku 10,900.00 - 2,725.00 2,725.00

0.2000 OH Pekerja 49,600.00 9,920.00 - 9,920.00

0.3000 OH Tukang Kayu 60,000.00 18,000.00 - 18,000.00

0.0300 OH Kepala Tukang 69,400.00 2,082.00 - 2,082.00

0.0100 OH Mandor 70,400.00 704.00 - 704.00

30,706.00 51,062.65 81,768.65


27 1 m2 Plafond Kalsiboard

0.3750 Lembar Kalsiboard 4 mm (122 x 244) 70,100.00 - 26,287.50 26,287.50

0.0300 Kg Paku 10,900.00 - 327.00 327.00

0.1000 OH Pekerja 49,600.00 4,960.00 - 4,960.00

0.1000 OH Tukang Kayu 60,000.00 6,000.00 - 6,000.00

0.0100 OH Kepala Tukang 69,400.00 694.00 - 694.00

0.0050 OH Mandor 70,400.00 352.00 - 352.00

12,006.00 26,614.50 38,620.50


28 1 m2 Plafond Kalsiboard + Rangka

1.0000 m2 Rangka Plafond - 30,706.00 51,062.65 81,768.65

1.0000 m2 Plafond Kalsiboard - 12,006.00 26,614.50 38,620.50

42,712.00 77,677.15 120,389.15


29 1 m2 Membongkar Dinding Bata

1.0000 OH Pekerja 49,600.00 49,602.48 - 49,602.48 0.0050 OH Mandor 70,400.00 348.48 - 348.48

49,950.96 - 49,950.96


30 1 m2 Pasang Kaca tebal 5 mm

1.1000 m2 Kaca tebal 5mm 111,700.00 - 122,870.00 122,870.00

- 122,870.00 122,870.00



(Rp) (Rp) (Rp) (Rp)

a b c d e f

31 1 m2 Pengecat Tembok Baru

0.1000 Kg Plamir 9,600.00 - 960.00 960.00

0.1000 Kg Cat Dasar 41,900.00 - 4,190.00 4,190.00

0.2600 Kg Cat Penutup 2 kali 25,200.00 - 6,552.00 6,552.00

0.0200 OH Pekerja 49,600.00 992.00 - 992.00

0.0630 OH Tukang Cat 60,000.00 3,780.00 - 3,780.00

0.0063 OH Kepala Tukang 69,400.00 437.22 - 437.22

0.0025 OH Mandor 70,400.00 176.00 - 176.00

5,385.22 11,702.00 17,087.22


32 1 m2 Pengecatan Bidang Kayu Baru

0.2000 Kg Cat Meni 15,800.00 - 3,160.00 3,160.00

0.1500 Kg Plamir 9,600.00 - 1,440.00 1,440.00

0.1700 Kg Cat Dasar (kayu) 15,800.00 - 2,686.00 2,686.00

0.3500 Kg Cat Penutup 2 kali (Kilap) 52,400.00 - 18,340.00 18,340.00

0.0700 OH Pekerja 49,600.00 3,472.00 - 3,472.00

0.1050 OH Tukang Cat 60,000.00 6,300.00 - 6,300.00

0.0040 OH Kepala Tukang 69,400.00 277.60 - 277.60

0.0025 OH Mandor 70,400.00 176.00 - 176.00

10,225.60 25,626.00 35,851.60


33 1 m' Pemasangan List Plafond Gypsum Profil

1.0500 m' List Gypsum Profil 24,700.00 - 25,935.00 25,935.00

0.1500 Kg Tepung Gypsum 14,600.00 - 2,190.00 2,190.00

0.0600 OH Pekerja 49,600.00 2,976.00 - 2,976.00

0.0600 OH Tukang Cat 60,000.00 3,600.00 - 3,600.00

0.0060 OH Kepala Tukang 69,400.00 416.40 - 416.40

0.0030 OH Mandor 70,400.00 211.20 - 211.20

7,203.60 28,125.00 35,328.60


34 1 Unit Partisi P1

13.1320 m2 Partisi Kalsiboard 202,400.00 2,657,916.80 - 2,657,916.80

26.2640 m2 Pengecatan 17,000.00 446,488.00 - 446,488.00

1.0000 Ls Pasang Kusen & Jendela Alluminium 200,000.00 200,000.00 - 200,000.00

3,304,404.80 - 3,304,404.80



3.4500 m2 Partisi Kalsiboard 202,400.00 698,280.00 - 698,280.00

6.9000 m2 Pengecatan 17,000.00 117,300.00 - 117,300.00

1.0000 Ls Pasang Kusen & Pintu Alluminium 250,000.00 250,000.00 - 250,000.00

1,065,580.00 - 1,065,580.00




5.0100 m2 Pengecatan 17,000.00 85,170.00 - 85,170.00

1.0000 Ls Pasang Kusen & Pintu Alluminium 250,000.00 250,000.00 - 250,000.00

842,182.00 - 842,182.00




14.0700 m2 Pengecatan 17,000.00 239,190.00 - 239,190.00

- - -

1,663,074.00 - 1,663,074.00




8.8560 m2 Pengecatan 17,000.00 150,552.00 - 150,552.00

5.8090 m2 Pengecatan Bidang Kayu 35,800.00 207,962.20 - 207,962.20

4.0230 m2 Kaca Bening 3 mm 122,800.00 - 494,024.40 494,024.40

1,254,741.40 494,024.40 1,748,765.80




5.5200 m2 Pengecatan 17,000.00 93,840.00 - 93,840.00

- - -

652,464.00 - 652,464.00



(Rp) (Rp) (Rp) (Rp)

a b c d e f



6.0300 m2 Pengecatan 17,000.00 102,510.00 - 102,510.00

0.5600 m2 Pintu Double teakwood 3 mm 320,800.00 179,648.00 - 179,648.00

2.0000 Unit Engsel Kupu 55,000.00 - 110,000.00 110,000.00


932,490.00 110,000.00 1,042,490.00




22.0500 m2 Pengecatan 17,000.00 374,850.00 - 374,850.00

1.5000 m2 Pintu Panil Lanan 372,600.00 558,900.00 - 558,900.00

3.0000 Psng Engsel Pintu 48,400.00 - 145,200.00 145,200.00


0.0250 m3 Kusen Kayu Ulin 8,327,200.00 208,180.00 - 208,180.00

3,516,590.00 145,200.00 3,661,790.00




29.9800 m2 Pengecatan 17,000.00 509,660.00 - 509,660.00

1.5000 m2 Pintu Panil Lanan 372,600.00 558,900.00 - 558,900.00

3.0000 Psng Engsel Pintu 48,400.00 - 145,200.00 145,200.00


0.0250 m3 Kusen Kayu Ulin 8,327,200.00 208,180.00 - 208,180.00

4,453,916.00 145,200.00 4,599,116.00




17.6900 m2 Pengecatan 17,000.00 300,730.00 - 300,730.00

- - -

2,090,958.00 - 2,090,958.00




6.1000 m2 Pengecatan 17,000.00 103,700.00 - 103,700.00

- - -

721,020.00 - 721,020.00


45 1 Unit PJ. 1

16.2000 m' Kusen Alluminium 46,500.00 753,300.00 - 753,300.00

3.1500 m2 Pintu Kaca Frame Alluminium 87,300.00 274,995.00 - 274,995.00

3.2250 m2 Pasang Kaca 5 mm 122,800.00 396,030.00 - 396,030.00

2.0000 Unit Floor Hinges 1,812,500.00 - 3,625,000.00 3,625,000.00

1.0000 Set Handle Pintu 400,000.00 - 400,000.00 400,000.00

2.0000 Set Pengunci 473,000.00 - 946,000.00 946,000.00

2.0000 Buah Grendel 10,500.00 - 21,000.00 21,000.00

- - -

1,424,325.00 4,992,000.00 6,416,325.00


46 1 Unit P. 1

0.0255 m3 Kusen Ulin 5 / 10 8,327,200.00 212,343.60 - 212,343.60

1.6400 m2 Pintu Panel 372,600.00 611,064.00 - 611,064.00

4.3000 m2 Pengecatan (ct Kilap) 35,800.00 153,940.00 - 153,940.00

1.0000 Psg Engsel Pintu 48,400.00 - 48,400.00 48,400.00

1.0000 Set Handle Pintu + Pengunci 473,000.00 - 473,000.00 473,000.00

- - -

977,347.60 521,400.00 1,498,747.60


47 1 Unit PK. 1

0.5600 m2 Pintu Double teakwod 320,800.00 179,648.00 - 179,648.00


2.0000 Buah Engsel Kupu 48,400.00 - 96,800.00 96,800.00

- - -

219,744.00 96,800.00 316,544.00



(Rp) (Rp) (Rp) (Rp)

a b c d e f

48 1 Unit PK. 2

1.1200 m2 Pintu Double teakwod 17,000.00 19,040.00 - 19,040.00


4.0000 Buah Engsel Kupu 48,400.00 - 193,600.00 193,600.00

- - -

737,632.00 193,600.00 931,232.00


SHEET CALCULATIONPekerjaan : Renovasi Ruang Kantor BP2T

L o k a s i : Banjarbaru

No Sketch decription Unit Quantity Ket

A PEKERJAAN PENDAHULUAN 1 Pembongkaran dinding pas bata m2 5.00

Dinding samping untuk pintu 1 P = 2.00 + - = 2.00 m T = 2.50 V = 2.00 x 2.50 = 5.00 m2

Dinding WC Ruang Bendahara untuk pintu 2 P = 1.00 + - = 1.00 m T = 2.50 V = 1.00 x 2.50 = 2.50 m2

Dinding Moshola 3 P = 1.00 + - = 1.00 m T = 3.50 V = 1.00 x 3.50 = 3.50 m2

Dinding ruang sekretariat 4 P = 1.50 + 1.00 1.00 = 3.50 m T = 3.00 V = 3.50 x 3.00 = 10.50 m2

Jlh 21.50 m2

2 Pembongkaran Dinding Partisi m2 60.38 Dinding Moshola 1 P = 4.00 + - = 4.00 m

T = 3.50 V = 4.00 x 3.50 = 14.00 m2

Dinding dapur 2 P = 5.00 + 3.00 = 8.00 m T = 3.50 V = 8.00 x 3.50 = 28.00 m2

Dinding ruang kasir 3 P = 3.00 + 2.25 = 5.25 m T = 3.50 V = 5.25 x 3.50 = 18.38 m2

Jlh 60.38 m2

3 Pembongkaran Lantai m2 21.38 Lantai ruang sekretariat untuk WC/wudhu 1 P = 3.50 = 3.50 m

L = 3.25 V = 3.50 x 3.25 = 11.38 m2

Lantai ruang sekretariat untuk WC 2 P = 2.00 = 2.00 m L = 1.50 V = 2.00 x 1.50 = 3.00 m2

Lantai WC ruang Bendahara/dapur 3 P = 2.00 = 2.00 m L = 2.00 V = 2.00 x 2.00 = 4.00 m2

Lantai ruang sekretariat untuk sloof 4 P = 8.00 + 2.00 = 10.00 m L = 0.30 V = 10.00 x 0.30 = 3.00 m2

Jlh 21.38 m2




B PEKERJAAN TANAH 1 Galian Tanah Pondasi m3 5.82

Lantai ruang sekretariat untuk WC/wudhu 1 P = 2.00 + 1.50 = 3.50 m A = 0.80 x 0.60 = 0.48 m2 V = 3.50 x 0.48 = 1.68 m3

Lantai ruang sekretariat wudhu 2 P = 3.25 = 3.25 m A = 0.80 x 0.60 = 0.48 m2 V = 3.25 x 0.48 = 1.56 m3

Lantai ruang sekretariat untuk WC 3 P = 2.00 + 1.50 = 3.50 m A = 0.80 x 0.60 = 0.48 m2 V = 3.50 x 0.48 = 1.68 m3

Lantai ruang sekretariat untuk sloof 4 P = 8.00 + 2.00 = 10.00 m A = 0.30 x 0.30 = 0.09 m2 V = 10.00 x 0.09 = 0.90 m3

Jlh 5.82 m3

2 Urugan Pasir Bawah Pondasi dan Lantai m3 0.61 Lantai ruang sekretariat untuk WC/wudhu 1 P = 2.00 + 1.50 = 3.50 m

L = 0.60 = 0.60 m T = 0.05 m V = 3.50 x 0.60 x 0.05 = 0.11 m3

Lantai ruang sekretariat untuk wudhu 2 P = 3.25 = 3.25 m L = 0.60 = 0.60 m T = 0.05 m V = 3.25 x 0.60 x 0.05 = 0.10 m3

Lantai ruang sekretariat untuk WC 3 P = 2.00 + 1.50 = 3.50 m L = 0.60 = 0.60 m T = 0.05 m V = 3.50 x 0.60 x 0.05 = 0.11 m3

Lantai ruang sekretariat untuk WC 4 P = 8.00 + 2.00 = 10.00 m L = 0.30 = 0.30 m T = 0.10 m V = 10.00 x 0.30 x 0.10 = 0.30 m3

Jlh 0.61 m3

3 Urugan Tanah Kembali m3 1.63 volume 5.82 - 2.77 - 0.82 - 0.61 = 1.63 m3

C PEKERJAAN PASANGAN DAN BETON 1 Pasangan Batu Kali m3 2.77


Lantai ruang sekretariat untuk wudhu 2 P = 3.25 = 3.25 m A = 0.45 x 0.60 = 0.27 m2 V = 3.25 x 0.27 = 0.88 m3


Jlh 2.77 m3



No Sketch decription Unit Quantity Ket 2 Sloof 15 / 20 m3 0.82


Lantai ruang sekretariat untuk tempat wudhu 2 P = 3.25 = 3.25 m A = 0.15 x 0.20 = 0.03 m2 V = 3.25 x 0.03 = 0.10 m3


Lantai ruang sekretariat untuk pas. Bata 4 P = 8.00 + 2.00 = 10.00 m A = 0.15 x 0.20 = 0.03 m2 V = 10.00 x 0.03 = 0.30 m3

Lantai Teras samping 5 P = 2.00 + 3.00 + 2.00 = 7.00 m A = 0.15 x 0.20 = 0.03 m2 V = 7.00 x 0.03 = 0.21 m3

Jlh 0.82 m3 3 Pasangan Dinding Bata m2 67.38

Dinding WC Ruang Rapat baru 1 P = 2.00 + 1.50 = 3.50 m T = 3.50 = 3.50 m V = 3.50 x 3.50 = 12.25 m2

Dinding tempat wudhu 2 P = 2.25 + 2.00 = 4.25 m T = 3.50 = 3.50 m V = 4.25 x 3.50 = 14.88 m2

Dinding bata pada ruang rapat 3 P = 7.00 + 1.00 = 8.00 m T = 3.50 = 3.50 m V = 8.00 x 3.50 = 28.00 m2

Dinding WC ruang Kepala badan 4 P = 2.00 + 1.50 = 3.50 m T = 3.50 = 3.50 m V = 3.50 x 3.50 = 12.25 m2

Jlh 67.38 m2 4 Plesteran Dinding m2 134.75

5 Acian m2 134.75

6 Kolom Praktis m3 0.87 Dinding WC Ruang Rapat baru 1 T = 3.50 x 3.00 = 10.50 m

A = 0.15 x 0.15 = 0.02 m2 V = 10.50 x 0.02 = 0.24 m3

Dinding tempat wudhu 2 T = 3.50 x 1.00 = 3.50 m A = 0.15 x 0.15 = 0.02 m2 V = 3.50 x 0.02 = 0.08 m3

Dinding WC ruang Kepala badan 3 T = 3.50 x 3.00 = 10.50 m A = 0.15 x 0.15 = 0.02 m2 V = 10.50 x 0.02 = 0.24 m3

Dinding ruang Kepala badan 4 T = 3.50 x 4.00 = 14.00 m A = 0.15 x 0.15 = 0.02 m2 V = 14.00 x 0.02 = 0.32 m3

Jlh 0.87 m3



No Sketch decription Unit Quantity Ket 7 Kolom 15/15 m3 0.32

Dinding Samping Pintu Kaca 1 T = 3.50 x 4.00 = 14.00 m A = 0.15 x 0.15 = 0.02 m2 V = 14.00 x 0.02 = 0.32 m3

8 Ringbalk 15/20 m3 0.89 Dinding WC Ruang Rapat baru 1 P = 3.25 + 1.50 = 4.75 m

A = 0.15 x 0.20 = 0.03 m2 V = 4.75 x 0.03 = 0.14 m3

Dinding tempat wudhu 2 P = 3.25 = 3.25 m A = 0.15 x 0.20 = 0.03 m2 V = 3.25 x 0.03 = 0.10 m3

Dinding WC ruang Kepala badan 3 P = 2.00 + 1.50 = 3.50 m A = 0.15 x 0.20 = 0.03 m2 V = 3.50 x 0.03 = 0.11 m3

Dinding ruang Kepala badan 4 P = 7.00 + 1.00 = 8.00 m A = 0.15 x 0.20 = 0.03 m2 V = 8.00 x 0.03 = 0.24 m3

Dinding Samping 5 P = 4.00 + 6.00 = 10.00 m A = 0.15 x 0.20 = 0.03 m2 V = 10.00 x 0.03 = 0.30 m3

Jlh 0.89 m3

9 Rabat Bawah Lantai m3 1.25 Lantai WC Ruang Rapat baru 1 T = 0.10 = 0.10 m

A = 2.00 x 1.50 = 3.00 m2 V = 0.10 x 3.00 = 0.30 m3

Lantai tempat wudhu 2 T = 0.10 = 0.10 m A = 2.00 x 3.25 = 6.50 m2 V = 0.10 x 6.50 = 0.65 m3

Lantai WC ruang Kepala badan 3 P = 0.10 = 0.10 m A = 2.00 x 1.50 = 3.00 m2 V = 0.10 x 3.00 = 0.30 m3

Jlh 1.25 m3

10 Pasangan Keramik Lantai 20 / 20 m2 14.38 Lantai WC Ruang Rapat baru 1 P = 3.25 = 3.25 m

L = 1.50 = 1.50 m V = 3.25 x 1.50 = 4.88 m2

Lantai tempat wudhu 2 P = 3.25 = 3.25 m L = 2.00 = 2.00 m V = 3.25 x 2.00 = 6.50 m2

Lantai WC ruang Kepala badan 3 P = 2.00 = 2.00 m L = 1.50 = 1.50 m V = 2.00 x 1.50 = 3.00 m2

Jlh 14.38 m2



No Sketch decription Unit Quantity Ket 11 Pasangan Keramik Dinding 20 / 20 m2 20.25

Dindingi WC Ruang Rapat baru 1 P = 2.00 + 1.50 = 3.50 m T = 1.50 = 1.50 m V = 3.50 x 1.50 = 5.25 m2

Dinding tempat wudhu 2 P = 2.00 + 2.50 + 2.00 = 6.50 m T = 1.50 = 1.50 m V = 6.50 x 1.50 = 9.75 m2

Dinding WC ruang Kepala badan 3 P = 2.00 + 1.50 = 3.50 m T = 1.50 = 1.50 m V = 3.50 x 1.50 = 5.25 m2

Jlh 20.25 m2

12 Pasangan Keramik Lantai 30 / 30 m2 6.00 Teras lantai pintu samping 1 P = 3.00 = 3.00 m

L = 2.00 = 2.00 m V = 3.00 x 2.00 = 6.00 m2

13 Beton pintu kaca samping m3 0.18 1 P = 2.20 + 1.65 + 2.20 = 6.05 m pintu kacasamping (15/20) A = 0.15 x 0.20 = 0.03 m2

V = 6.05 x 0.03 = 0.18 m3

14 Beton trap tangga entrance samping m3 1.35 1 P = 3.00 = 3.00 m A = 2.00 x 0.20 = 0.40 m2 V = 3.00 x 0.40 = 1.20 m3

2 P = 2.00 + 3.40 + 2.00 = 7.40 m A = 0.20 x 0.10 = 0.02 m2 V = 7.40 x 0.02 = 0.15 m3

15 Kolom 15/15 didalam ruangan m3 0.27 1 P = 3.00 x 4.00 = 12.00 m A = 0.15 x 0.15 = 0.02 m2 V = 12.00 x 0.02 = 0.27 m3

16 Cor plat dak m3 0.60 1 P = 3.00 = 3.00 m A = 2.00 x 0.10 = 0.20 m2 V = 3.00 x 0.20 = 0.60 m3

D PEKERJAAN KUSEN, PINTU, PENGUNCI PARTISI DAN PLAFOND

1 Pekerjaan Kusen Kayu Ulin m3 0.07 pintu wc 1 P = 2.00 + 0.70 + 2.00 = 4.70 m

A = 0.10 x 0.05 = 0.01 m2 n = 3.00 V = 4.70 x 0.01 x 3.00 = 0.07 m3

2 Pekerjaan Kusen Aluminium m 49.60 Pintu ruang 1 P = 2.00 + 0.80 + 2.00 = 4.80 m

n = 7.00 bh V = 4.80 x 7.00 = 33.60 m

jendela ruang 2 P = 1.00 + 0.80 + 1.00 + 0.8 = 3.60 m n = 1.00 bh V = 3.60 x 1.00 = 3.60 m

Pintu samping 3 P = 2.00 + 1.20 + 2.00 = 5.20 m n = 1.00 bh V = 5.20 x 1.00 = 5.20 m

jendela samping 4 P = 1.20 + 0.60 + 1.20 + 0.60 = 3.60 m n = 2.00 bh V = 3.60 x 2.00 = 7.20 m

Jlh = 49.60 m




3 Pekerjaan Daun Pintu Kaca Bingkai Alluminium m2 17.20 Pintu ruang 1 P = 2.00 = 2.00 m

L = 0.80 = 0.80 m n = 8.00 V = 2.00 x 0.80 x 8.00 = 12.80 m2

Pintu samping 2 P = 2.00 = 2.00 m L = 0.60 = 0.60 m n = 2.00 V = 2.00 x 0.60 x 2.00 = 2.40 m2

Pintu geser pada ruang wc 3 P = 2.00 = 2.00 m L = 1.00 = 1.00 m n = 1.00 V = 2.00 x 1.00 x 1.00 = 2.00 m2

Jlh = 17.20 m2

4 Pasang Daun Pintu Panel m2 4.10

Daun pintu WC P = 1.95 = 1.95 m L = 0.70 = 0.70 m unit = 3.00 = 3.00 V = 1.95 x 0.70 x 3.00 = 4.10 m2

5 Pasang Kaca 5 mm m2 6.60

pada dinding sekat ruang P = 3.30 = 3.30 m L = 1.00 = 1.00 m unit = 2.00 = 2.00 V = 3.30 x 1.00 x 2.00 = 6.60 m2

6 Pekerjaan Daun jendela Kaca Bingkai Alluminium m2 3.54

jendela ruang 1 P = 1.00 = 1.00 m L = 0.70 = 0.70 m n = 3.00 V = 1.00 x 0.70 x 3.00 = 2.10 m2

jendela samping 2 P = 1.20 = 1.20 m L = 0.60 = 0.60 m n = 2.00 V = 1.20 x 0.60 x 2.00 = 1.44 m2

Jlh = 3.54 m2

7 Engsel pintu psg 3.00 pada pintu panel Jlh = 3.00 psg

8 Pengunci set 3.00 Jlh = 3.00 set

9 Engsel Swing pintu samping psg 3.00 Jlh = 3.00 psg

10 Partisi Kalsiboard m2 63.35 Ruang EX kepala bidang 1 P = 4.00 = 4.00 m

L = 3.50 = 3.50 m V = 4.00 x 3.50 = 14.00 m2

WC EX kepala bidang 2 P = 2.00 = 2.00 m L = 3.50 = 3.50 m



No Sketch decription Unit Quantity Ket V = 2.00 x 3.50 = 7.00 m2

Ruang EX Server 3 P = 3.00 + 2.50 = 5.50 m L = 3.50 = 3.50 m V = 5.50 x 3.50 = 19.25 m2

Ruang EX Sekretaris 4 P = 7.00 = 7.00 m L = 3.50 = 3.50 m V = 7.00 x 3.50 = 24.50 m2

Ruang EX tim teknis / mushola 5 P = 3.30 + 3.30 = 6.60 m L = 1.00 = 1.00 m V = 6.60 x 1.00 = 6.60 m2

Jlh = 71.35 m2

PENGURANG LUAS PINTU P = 2.00 = 2.00 m L = 0.80 = 0.80 m n = 5.00 V = 2.00 x 0.80 x 5.00 = 8.00 m2

Jlh 71.35 - 8.00 = 63.35 m2

11 Plafond Kalsiboard m2 71.75 Ruang Musholla, wc, tempat wudhu 1 P = 7.00 = 7.00 m

L = 3.25 = 3.25 m V = 7.00 x 3.25 = 22.75 m2

Ruang Rapat 2 P = 7.00 = 7.00 m L = 3.50 = 3.50 m V = 7.00 x 3.50 = 24.50 m2

Ruang Kepala Badan 3 P = 7.00 = 7.00 m L = 3.50 = 3.50 m V = 7.00 x 3.50 = 24.50 m2

Jlh = 71.75 m2

12 Penggantian Plafond Ruang Pelayanan m2 126.00 3 P = 18.00 = 18.00 m L = 7.00 = 7.00 m V = 18.00 x 7.00 = 126.00 m2

13 Pemasangan list plafond gypsum m 52.25 Ruang Musholla, wc, tempat wudhu 1 P = 7.00 + 3.25 + 7.00 + 3.25 = 17.25 m

n = 1.00 bh V = 17.25 x 1.00 = 17.25 m

Ruang Rapat 2 P = 7.00 + 3.50 + 7.00 + 3.50 = 17.50 m n = 1.00 bh V = 17.50 x 1.00 = 17.50 m

Ruang Kepala Badan 3 P = 7.00 + 3.50 + 7.00 + 3.50 = 17.50 n = 1.00 bh V = 17.50 x 1.00 = 17.50 m

Jlh = 52.25 m

14 Cat dinding dan Plafond m2 71.75 DindingRuang Musholla 1 P = 3.25 + 3.50 + 2.25 + 3.50 = 12.50 m

L = 3.50 = 3.50 m V = 12.50 x 3.50 = 43.75 m2

tempat Wudhu 2 P = 2.25 + 2.00 + 2.00 = 6.25 m L = 3.50 = 3.50 m



No Sketch decription Unit Quantity Ket V = 6.25 x 3.50 = 21.88 m2

wc 3 P = 2.25 + 2.00 + 2.00 = 6.25 m L = 3.50 = 3.50 m V = 6.25 x 3.50 = 21.88 m2

Ruang Rapat 4 P = 3.50 + 5.50 + 1.57 + 2.20 = 12.77 m L = 3.50 = 3.50 m V = 12.77 x 3.50 = 44.70 m2

Ruang Kepala Badan 5 P = 3.50 + 7.00 + 2.60 + 2.50 = 15.60 m L = 3.50 = 3.50 m V = 15.60 x 3.50 = 54.60 m2

Ruang Pelayanan 5 P = 18.00 + 7.00 + 18.00 + 7.00 = 50.00 m L = 3.50 = 3.50 m V = 50.00 x 3.50 = 175.00 m2

Jlh = 186.80 m2

15 PlafondRuang Musholla 1 P = 3.25 m m

L = 7.00 V = 3.25 x 7.00 = 22.75 m2

Ruang Rapat 2 P = 3.50 m m L = 7.00 V = 3.50 x 7.00 = 24.50 m2

Ruang Kepala Badan 3 P = 3.50 m m L = 7.00 V = 3.50 x 7.00 = 24.50 m2

Jlh = 71.75 m2

15 Cat kilap kusen dan pintu m2 2.90 Dinding

1 P = 49.60 m L = 0.05 m V = 49.60 x 0.05 = 2.48 m2

2 P = 4.70 m L = 0.03 m V = 4.70 x 0.03 = 0.42 m2

Harga Satuan Upah

Pekerjaan : 0

Lokasi : 0

No Uraian Satuan Harga

1 2 3 4

1 Kepala Tukang / Org / Hari 69,400.00

2 Mandor / Org / Hari 70,400.00

3 Pekerja / Org / Hari 49,600.00

4 Tukang Alluminium / Org / Hari 60,000.00

5 Tukang Batu / Org / Hari 60,000.00

6 Tukang Besi / Org / Hari 60,000.00

7 Tukang Cat / Org / Hari 60,000.00

8 Tukang Kayu / Org / Hari 60,000.00

Harga Satuan Bahan

Pekerjaan : 0 Pekerjaan

Lokasi : 0 ###

Lokasi

No Uraian Satuan Harga

1 2 3 4

1 Air Liter 50.002 Balok Kayu Kelas II m3 2,965,500.003 Balok Kayu Ulin m3 5,931,000.004 Bata Merah Buah 690.005 Batu Belah 15cm/20cm m3 212,500.006 Besi Beton Kg 11,900.007 Cat Dasar Kg 41,900.008 Cat Dasar (kayu) Kg 15,800.00

9 Cat Meni Kg 15,800.0010 Cat Penutup 2 kali Kg 25,200.0011 Cat Penutup 2 kali (Kilap) Kg 52,400.0012 Kaca tebal 5mm m2 111,700.0013 Kalsiboard 4 mm (122 x 244) Lembar 70,100.00

14 Kawat Beton Kg 11,900.00

15 Kayu Kelas III m3 1,729,900.00

16 Keramik 20 x 20 Buah 2,900.0017 Keramik 30 x 30 Buah 10,100.00

18 Kerikil m3 123,600.0019 Lem Kayu Kg 11,900.0020 List Gypsum Profil m' 24,700.0021 Minyak Bekisting Liter 14,800.0022 Paku Kg 10,900.00

23 Papan Kayu m3 2,819,200.0024 Pasir Beton m3 142,200.0025 Pasir Pasang m3 138,400.0026 Pasir Urug m3 125,600.00 27 Koral cor m3 195,700.00 28 Pintu Alluminium m 44,500.00 29 Plamir Kg 9,600.0030 Portland Cement Kg 1,500.0031 Profil Alluminium m 29,700.0032 Profil Kaca m 12,400.0033 Sealent Tube 79,100.0034 Semen Warna Kg 9,400.0035 Skrup Fixer Buah 2,000.0036 Teakwood 4 mm Lembar 66,300.0037 Tepung Gypsum Kg 14,600.00

###

DAFTAR BESI ( Baja ) POLOS BETON( Buku Teknik Sipil )

No.Diameter Luas Penampang Berat Jenis

Keterangan( mm ) ( Kg/m' )1 4.5 0.16 0.1252 5 0.20. 0.1533 5.5 0.24 0.1884 6 0.28 0.220.5 6.5 0.33 0.2596 6.8 0.36 0.2827 7 0.38 0.300.8 8 0.50. 0.3939 8.5 0.56 0.439

10 9 0.63 0.49911 10 0.79 0.620.12 12 1.13 0.88713 13 1.33 1.040.14 14 1.54 1.20915 15 1.77 1.33716 16 2.01 1.580.17 18 2.54 1.99418 19 2.83 2.230.19 20 3.14 2.465

DAFTAR BESI ( Baja ) POLOS BETON( Buku Teknik Sipil )

No.Diameter Luas Penampang Berat Jenis

Keterangan( mm ) ( Kg/m' )1 4.5 0.16 0.1252 5 0.20. 0.1533 5.5 0.24 0.1884 6 0.28 0.220.5 6.5 0.33 0.2596 6.8 0.36 0.2827 7 0.38 0.300.8 8 0.50. 0.3939 8.5 0.56 0.439

10 9 0.63 0.49911 10 0.79 0.620.12 12 1.13 0.88713 13 1.33 1.040.14 14 1.54 1.20915 15 1.77 1.33716 16 2.01 1.580.17 18 2.54 1.99418 19 2.83 2.230.19 20 3.14 2.465

( Cm2 )

( Cm2 )

PROJECT : Urugan Tanah Pool SangattaLOKASI : Jl. Kabo Jaya Sangatta - Kalimantan Timur

No Uraian Bobot (%) JANUARI 2013 PEBRUARI 2013 MARET 2013

KETERANGANMG I MG II MG III MG IV MG V MG VI MG VII MG VIII MG IX MG X MG XI

I PEKERJAAN PERSIAPAN 100%1 Listrik dan Air Kerja 0.1375 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 0.012 2 Mobilisasi dan demolisasi 0.1650 0.082 0.082 3 Biaya Keamanan, Retribusi galian C & pajak 0.9625 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 0.087 4 Shop drawing dan Asbuilt Drawing 0.2750 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025 0.025

50%II PEKERJAAN URUGAN DAN PEMADATAN

1 Pekerjaan Pengupasan tanah (Stripping) 1.7363 0.347 0.695 0.695 2 Pekerjaan urugan dan pemadatan tanah 45.8874 2.294 4.589 5.736 5.736 6.883 6.883 6.883 4.589 2.294 3 Urugan basecorse exs. Palu 49.6080 2.480 4.961 7.441 7.441 7.441 7.441 7.441 4.961 4 Pembuatan raam jalan masuk 1.0084 0.504 0.504 0%5 Gorong2 bertulang dia 100 cm. K275 0.2200 0.110 0.110

Jumlah 100.00 Rencana Progres Per Minggu 1.169 3.728 5.408 8.341 10.822 14.449 14.449 14.449 12.155 9.861 5.168 Rencana Progres Komulatif - 1.169 4.897 10.305 18.647 29.468 43.918 58.367 72.816 84.971 94.832 100.000 Realisai Progres Per Minggu 14.438 18.441 Realisasi Progres Komulatif - 14.438 32.879

Sangatta, 02 Februari 2013Dibuat :

PT. CITRA GRAHA MANDIRI

Arkasi RidhaProject Manager

Peke

rjaan

dila

ksan

akan

sel

ama

60 h

ari

Kale

nder

(Mul

ai 2

1 Ja

nuar

i 201

3 s/

d 21

Mar

et

2013

)

lampiran ba urugan

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