bkpmd buang 7.01%.xls

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG BADAN KOORDINASI PENANAMAN MODAL DAERAH

PROVINSI SULAWESI SELATAN

PEKERJAAN : PEMBANGUNAN GEDUNG KANTOR BKPMD

SUMBER DANA : APBD

ANGGARAN : TAHUN 2012

NO. JENIS PEKERJAAN TOTAL HARGA (Rp.)

I PEKERJAAN PERSIAPAN Rp. 48,000,000.00

II PEKERJAAN ARSITEKTUR Rp. 1,588,356,524.20

III PEKERJAAN ELEKTRIKAL Rp. 388,384,400.00

IV PEKERJAAN ORNAMEN ATAP (SCLUPTURE ATAP) Rp. 765,279,140.75

V PEKERJAAN SITE DEVELOPMENT Rp. 156,397,775.13

Real Cost Rp. 2,946,417,840.09

PPN 10% Rp. 294,641,784.01

Total Biaya Rp. 3,241,059,624.10

Dibulatkan Rp. 3,241,059,000.00

Tiga Milyar Dua Ratus Empat Puluh Satu Juta Lima Puluh Sembilan Ribu 0 Rupiah

Sungguminasa, 2 Juli 2012

Penawar,

CV. Mitra Jasa Mandiri Utama

I S K A N D A RDirektur

Terbilang :

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG BKPMD MAKASSAR


PEKERJAAN : PEKERJAAN PERSIAPAN

SUMBER DANA :


Pek. Persiapan

NO. URAIAN PEKERJAAN VOL. SAT. HARGA SAT. JML. HARGA

I Pekerjaan Persiapan1 Listrik Proyek (Tahap III) 4.00 Bln 3,000,000.00 12,000,000.00 2 Air Proyek (Tahap III) 4.00 Bln 1,500,000.00 6,000,000.00 3 P3K (Tahap III) 1.00 Ls 4,000,000.00 4,000,000.00 4 Jamsostek/Asuransi Pekerja (Tahap III) 1.00 Ls 10,000,000.00 10,000,000.00 5 Keamanan Proyek = 4 Orang (2 Siff) (Tahap III) 4.00 Bln 4,000,000.00 16,000,000.00

Real Cost Rp. 48,000,000.00


Penawar,CV. Mitra Jasa Mandiri Utama


RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG BADAN KOORDINASI PENANAMAN MODAL DAERAH


PEKERJAAN : ARSITEKTUR GEDUNG BKPMD MAKASSAR

SUMBER DAN :


Arsitektur


I Pekerjaan Beton Non Struktur

A. Lantai I (Dasar) Rp. 903,380.57

B. Lantai II (Dua) Rp. 853,192.76

C. Lantai III (Tiga) Rp. 1,279,789.15

D. Lantai IV (Empat) Rp. 426,596.38

E. Lantai V (Lima) Rp. 2,165,426.74

F. Lantai VI (Enam) Rp. 6,323,664.02

G. Lantai VII (Tujuh) Rp. 5,018,780.97

II Pekerjaan Dinding dan Plesteran

A. Lantai I (Dasar) Rp. 24,251,481.23

B. Lantai II (Dua) Rp. 11,958,967.20


D. Lantai IV (Empat) Rp. 12,359,409.57

E. Lantai V (Lima) Rp. 12,359,409.57



H. Lantai VIII (Delapan), IX (Sembilan) Dan Dudukan Tangki Ai Rp. 10,687,103.94

III Pekerjaan Kosen, Pintu, Dan Jendela


B. Lantai II (Dua) Rp. 21,775,000.00



E. Lantai V (Lima) Rp. 61,144,203.72



IV Pekerjaan Langit-langit/Plafond

B. Lantai II (Dua) Rp. 11,016,571.31


H. Lantai VIII (Delapan) Rp. 3,232,131.58

V Pekerjaan Pengecatan


B. Lantai II (Dua) Rp. 47,768,505.10



E. Lantai V (Lima) Rp. 36,451,021.81




VI Pekerjaan Lantai


B. Lantai II (Dua) Rp. 9,957,266.90



E. Lantai V (Lima) Rp. 12,641,237.69



H. Lantai VIII (Delapan) Dan Lantai IX (Sembilan) Rp. 39,538,441.14

VII Pekerjaan Sanitasi


B. Lantai II (Dua) Rp. 20,711,612.50



E. Lantai V (Lima) Rp. 24,497,325.00




VIII Pekerjaan Lain - Lain Rp. 355,245,387.07

Real Cost Rp. 1,588,356,524.20


Penawar,





PEKERJAAN : ARSITEKTUR GEDUNG BKPMD MAKASSARSUMBER DAN : ANGGARAN : TAHUN 2012

Arsitektur



A. Lantai I (Dasar)

1. Pek. Kolom Praktis KP, Uk. 12 x 15

(Sisa Pekerjaan Tahap II)

~Beton K175 0.13 m3 717,563.20 92,996.19

~Besi Beton :

- Besi Beton Polos 29.81 Kg 12,855.00 383,181.84

~BeKisting 2x Pakai 2.16 m2 197,775.00 427,202.54

Jumlah Lt. 1 (A) 903,380.57

B. Lantai II (Dua)



~Beton K175 0.12 m3 717,563.20 87,829.74

~Besi Beton :



Jumlah Lt. 2 (B) 853,192.76

C. Lantai III (Tiga)



~Beton K175 0.18 m3 717,563.20 131,744.60

~Besi Beton :



Jumlah Lt. 3 (C) 1,279,789.15

D. Lantai IV (Empat)



~Beton K175 0.06 m3 717,563.20 43,914.87

~Besi Beton :



Jumlah Lt. 4 (E) 426,596.38

E. Lantai V (Lima)



~Beton K175 0.31 m3 823,592.06 252,019.17

~Besi Beton :


~BeKisting 2x Pakai 5.10 m2 197,775.00 1,008,672.67

Jumlah Lt. 5 (E) 2,165,426.74

F. Lantai VI (Enam)



~Beton K175 0.91 m3 717,563.20 650,973.34

~Besi Beton :

- Besi Beton Polos 208.66 Kg 12,855.00 2,682,272.88


Jumlah Lt. 6 (F) 6,323,664.02

G. Lantai VII (Tujuh)



~Beton K175 0.72 m3 717,563.20 516,645.50

~Besi Beton :

- Besi Beton Polos 165.60 Kg 12,855.00 2,128,788.00


Jumlah Lt. 7 (G) 5,018,780.97

Jumlah I 16,970,830.61

Arsitektur



A. Lantai I (Dasar)

1. Pek. Pas. Dinding Trasram 1/2 Bata (1Pc : 3Ps) 16.17 m2 80,307.00 1,298,564.19


2. Pas. Dinding Tembok 1/2 Bata (1Pc : 5Ps) 61.01 m2 75,773.00 4,622,607.64


3. Plesteran Trasram (1Pc : 3Ps) 32.34 m2 39,928.60 1,291,290.92


4. Plesteran Biasa (1Pc : 5Ps) 122.01 m2 37,452.40 4,569,642.23


5. Pekerjaan Acian Semen Dinding 245.04 m2 19,875.00 4,870,170.00

6. Pekerjaan Acian Semen Beton 382.35 m2 19,875.00 7,599,206.25

Jumlah Lt. 1 (A) 24,251,481.23

B. Lantai II (Dua)

1. Plesteran Biasa (1Pc : 5Ps) 18.52 m2 37,452.40 693,618.45





Jumlah Lt. 2 (B) 11,958,967.20






3. Plesteran Beton (1Pc : 3Ps) (Atap Plat Sayap Kiri Dan Kanan Lt. II) 226.60 m2 39,928.60 9,047,820.76




Jumlah Lt. 3 (C) 32,891,143.20


1. Pas. Dinding Tembok 1/2 Bata (1Pc : 5Ps) 12.46 m2 75,773.00 943,828.49







Jumlah Lt. 4 (D) 12,359,409.57

E. Lantai V (Lima)

1. Pas. Dinding Tembok 1/2 Bata (1Pc : 5Ps) 12.46 m2 75,773.00 943,828.49







Jumlah Lt. 5 (E) 12,359,409.57

F. Lantai VI (Enam)





3. Plesteran Beton (1Pc : 3Ps) (yang nampak) 53.90 m2 39,928.60 2,152,151.54





Jumlah Lt. 6 (F) 37,663,293.39

Arsitektur










Jumlah Lt. 7 (G) 34,674,577.14

H. Lantai VIII (Delapan), IX (Sembilan) Dan Dudukan Tangki Air

1. Plesteran Beton (1Pc : 3Ps) (Plat Atap + Dudukan Reservoir + Atap Rg 139.87 m2 39,928.60 5,584,933.07


Jumlah Lt. 8 & 9 (H) 10,687,103.94

Jumlah II 176,845,385.24


A. Lantai I (Dasar)

1. Pintu Type P3 = 2 Unit

~Kusen Aluminium 4" x 1 3/4" 10.60 m1 143,710.00 1,523,326.00

~Pas. Daun Pintu Aluminium, Uk. 0,82x2,15 3.52 m2 1,027,520.00 3,616,870.40

~Engsel Pintu 6 Buah 40,825.00 244,950.00

~Kunci Pintu Aluminium (Bulat) 2 Buah 386,000.00 772,000.00

~Grendel Pintu 2 Buah 25,000.00 50,000.00

2. Pintu Type P4.a (Partisi Km/Lavatory) = 1 Unit

~Pas. Panel Cubical 12 mm Laminated, T = 2,00 M 3.35 m1 3,250,000.00 10,887,500.00

3. Pintu Type P4.b (Partisi Km/Lavatory) = 1 Unit


4. Pintu Type P6 (Pintu Emergency) = 1 Unit

~Kusen Pintu Dari Rangka Siku Dan Plat 1.00 Bh 2,651,033.18 2,651,033.18

~Pas. Daun Pintu Plat Baja, Rangka Hollow 4 x 4 1.00 Bh 3,292,883.41 3,292,883.41

Jumlah Lt. 1 (A) 33,926,062.99

B. Lantai II (Dua)





Jumlah Lt. 2 (B) 21,775,000.00






Jumlah Lt. 3 (C) 21,775,000.00


1. Pintu Type PJ2.a = 1 Unit


~Pas. Pintu Kaca Tempered 12 mm, Uk. 0,75 x 2,16 2 Buah 4,063,449.25 8,126,898.50

~Pas. Kaca Mati Bening 5 mm 8.35 m2 89,825.00 750,038.75

~Flooring Engsel 2 Set 924,825.00 1,849,650.00

~Pegangan Pintu/Door Holder 2 Set 192,750.00 385,500.00

~Acsesoris, Karet list Kaca, Silikon, Dll (Pada Kaca Mati) 1 Ls 225,011.63 225,011.63











Arsitektur



~Kusen Aluminium 4" x 1 3/4" 5.20 m1 143,710.00 747,292.00








7. Jendela Type J10.a = 2 Unit


~Pas. Kaca Mati Bening 5 mm 23.22 m2 89,825.00 2,085,736.50


Jumlah Lt. 4 (D) 64,058,727.52

E. Lantai V (Lima)

1. Pintu Type PJ2.a = 1 Unit




















6. Jendela Type J10.a = 2 Unit




Jumlah Lt. 5 (E) 61,144,203.72

F. Lantai VI (Enam)

1. Pintu Type PJ2.b = 1 Unit









~Pas. Daun Pintu Kaca Ryben 5 mm Bingkai Aluminium 6.13 m2 600.00 3,680.64

~Pas. Kaca Mati Ryben 5mm 1.82 m2 177,825.00 323,926.02


~Kunci Pintu Aluminium 1 Buah 386,000.00 386,000.00













Arsitektur



~Kusen Aluminium 4" x 1 3/4" 5.20 m1 143,710.00 747,292.00








8. Jendela Type J10.b = 2 Unit




Jumlah Lt. 6 (F) 67,073,953.88


1. Pintu Type PJ1 = 1 Unit




















Jumlah Lt. 7 (G) 54,979,030.94

Jumlah III 324,731,979.04


B. Lantai II (Dua)

1. 76.44 m2 144,128.80 11,016,571.31

Jumlah Lt. 2 (B) 11,016,571.31


1. Pas. Plafond Gypsum Rangka Hollow Galvaniz 281.10 m2 144,128.80 40,514,245.36

2. Pas. Plafond GRC Rangka Hollow Galvaniz (Km/Lavatory) 16.66 m2 138,960.00 2,315,073.60

Jumlah Lt. 7 (G) 42,829,318.96

H. Lantai VIII (Delapan)

1. Pas. Plafond Gypsum Rangka Hollow Galvaniz 22.43 m2 144,128.80 3,232,131.58

Jumlah Lt. 8 (H) 3,232,131.58

Jumlah IV 57,078,021.84


A. Lantai I (Dasar)

1. Cat Tembok Dinding/Beton Dalam 614.89 m2 37,620.00 23,132,161.80

2. Cat Plafond Gypsum Biasa 258.04 m2 37,620.00 9,707,423.42

3. Cat Plafond GRC (Km Dan Lavatory) 16.66 m2 37,620.00 626,749.20

4. Cat Coating Batu Alam 4.97 m2 30,960.00 153,871.20

Jumlah Lt. 1 (A) 33,620,205.62

B. Lantai II (Dua)




4. Lapisan Waterproofing (Lantai Km/Lavatory) 19.88 m2 155,000.00 3,081,400.00

Jumlah Lt. 2 (B) 47,768,505.10

Pas. Plafond Gypsum Rangka Hollow Galvaniz (Tambahan Bawah Plat)

Arsitektur






4. Lapisan Waterproofing (Plat Beton Atap Dak Sayap Kiri Dan Kanan LT. 226.60 m2 155,000.00 35,123,000.00


Jumlah Lt. 3 (C) 71,574,021.81






Jumlah Lt. 4 (D) 22,067,014.81

E. Lantai V (Lima)





Jumlah Lt. 5 (E) 36,451,021.81

F. Lantai VI (Enam)





Jumlah Lt. 6 (F) 46,035,318.98






Jumlah Lt. 7 (G) 44,199,589.75



2. Cat Plafond Gypsum Biasa 22.43 m2 37,620.00 843,639.79

3. Lapisan Waterproofing (Plat Beton Atap + Dudukan Reservoir + Atap Li 379.67 m2 155,000.00 58,848,493.50

Jumlah Lt. 8 & 9 (H) 64,087,654.09

Jumlah V 365,803,331.98

VI Pekerjaan Lantai

A. Lantai I (Dasar)

1. Pas. Lantai Keramik 30/30 (Lavatory) 19.88 m2 133,005.00 2,644,139.40

2. Pas. Keramik Dinding 30/50 (Lavatory), T = 2.00 m 50.76 m2 144,084.00 7,313,127.50

Jumlah Lt. 1 (A) 9,957,266.90

B. Lantai II (Dua)

1. Pas. Lantai Keramik 30/30 (Lavatory) 19.88 m2 133,005.00 2,644,139.40

2. Pas. Keramik Dinding 30/50 (Lavatory), T = 2.00 m 50.76 m2 144,084.00 7,313,127.50

Jumlah Lt. 2 (B) 9,957,266.90


1. Pas. Lantai Keramik 30/30 (Lavatory + Km) 24.07 m2 133,005.00 3,201,430.35

2. Pas. Keramik Dinding 30/50 (Lavatory + Km), T = 2.00 m 65.52 m2 144,084.00 9,439,807.34

Jumlah Lt. 3 (C) 12,641,237.69




Jumlah Lt. 4 (D) 12,641,237.69

E. Lantai V (Lima)



Jumlah Lt. 5 (E) 12,641,237.69

Arsitektur


F. Lantai VI (Enam)



Jumlah Lt. 6 (F) 12,751,495.99




Jumlah Lt. 7 (G) 9,957,266.90

H. Lantai VIII (Delapan) Dan Lantai IX (Sembilan)

1. Pas. Lantai Keramik 40/40 Lantai Top Floor 239.79 m2 145,318.00 34,846,486.21

2. Pas. Lantai Keramik 40/40 (Depan Lift) 27.22 m2 145,318.00 3,955,497.83

3. Pas. Lantai Keramik 40/40 (Depan Tangga) 5.07 m2 145,318.00 736,457.09

Jumlah Lt. 8 & 9 (H) 39,538,441.14

Jumlah VI 120,085,450.92


A. Lantai I (Dasar)

1. Kran Air, Ex Toto 7 Buah 45,087.50 315,612.50

2. Pas. Wastafel, Ex. Toto 3 Buah 642,350.00 1,927,050.00

3. Pas. Kloset Duduk, Ex Toto 4 Buah 2,219,100.00 8,876,400.00

4. Urinoir Lengkap,Type U57 Ex. Toto 3 Buah 2,638,850.00 7,916,550.00

5. Pas. Floor Drain, Ex. Toto 4 Buah 44,000.00 176,000.00

6. Pas. Tempat Sabun 3 Buah 150,000.00 450,000.00

7. Pas. Cermin Washtafel 3 Buah 350,000.00 1,050,000.00

Jumlah Lt. 1 (A) 20,711,612.50

B. Lantai II (Dua)








Jumlah Lt. 2 (B) 20,711,612.50



2. Kran Air Shower, Ex Toto 1 Buah 60,087.50 60,087.50

3. Shower + Acs 1 Set 275,087.50 275,087.50







10. Pas. Roof Drain (Atap Plat Sayap Kiri Dan Kanan Lt. II) 8 Buah 59,000.00 472,000.00

Jumlah Lt. 3 (C) 24,969,325.00




3. Shower + Acs 1 Set 275,087.50 275,087.50







Jumlah Lt. 4 (D) 24,497,325.00

E. Lantai V (Lima)



3. Shower + Acs 1 Set 275,087.50 275,087.50







Jumlah Lt. 5 (E) 24,497,325.00

Arsitektur


F. Lantai VI (Enam)



3. Shower + Acs 1 Set 275,087.50 275,087.50







Jumlah Lt. 6 (F) 24,497,325.00









Jumlah Lt. 7 (G) 20,711,612.50


1. Pas. Reservoir Stainless Steel, Kap. 1 m3 (Lengkap) 4 Buah 2,750,000.00 11,000,000.00

Jumlah Lt. 8 & 9 (H) 11,000,000.00

Jumlah VII 171,596,137.50

VIII Pekerjaan Lain - Lain

1. Pekerjaan Entrance

- Rangka Utama Atap + Dudukan Pada Kolom 1.00 Ls 150,000,000.00 150,000,000.00

- Penutup Atap Dari Kaca Stopsol 8 mm + Rangka 22.37 M2 713,855.00 15,968,936.35

- Penutup Atap Aluminium Composite Panel + Rangka 49.73 M2 684,816.00 34,055,899.68

- Bungkus Kolom Entrance Aluminium Composite Panel + Rangka 39.94 M2 684,816.00 27,351,551.04

Jumlah 1 227,376,387.07

2. Pekerjaan Reling Tangga, Void Dan Pagar (Stainless steel)

- Pek. Reling Tangga Utama Lt. 1 26.76 M' 850,000.00 22,746,000.00

- Pek. Reling Tangga Darurat Lt. 1 - 2 6.66 M' 850,000.00 5,661,000.00







- Pek. Reling Void Lt. 2 25.85 M' 850,000.00 21,972,500.00

- Pek. Reling Pagar Lt. 8 40.70 M' 850,000.00 34,595,000.00

- Pek. Tangga Top Floor Ke Ruang Mesin Lift 6.00 M' 750,000.00 4,500,000.00

Jumlah 5 127,869,000.00

Jumlah VIII 355,245,387.07

REKAPITULASI RENCANA ANGGARAN BIAYA (RAB) PEMBANGUNAN GEDUNG BADAN KOORDINASI PENANAMAN MODAL DAERAH


PEKERJAAN : ELEKTRIKAL GEDUNG BKPMD MAKASSAR

SUMBER DANA :


Elektrikal


I Pekerjaan Listrik Rp. 388,384,400.00

Real Cost Rp. 388,384,400.00


Penawar,





PEKERJAAN : ELEKTRIKAL GEDUNG BKPMD MAKASSARSUMBER DANA : ANGGARAN : TAHUN 2012

Elektrikal


I Pekerjaan Listrik

A. Panel Instalasi

- Panel Utama (P.U) 1.00 Unit 21,400,000.00 21,400,000.00

- LP.1 1.00 Unit 6,900,000.00 6,900,000.00

- PP.1 1.00 Unit 6,700,000.00 6,700,000.00

- LP.2 - 7 6.00 Unit 6,900,000.00 41,400,000.00

- PP.2 - 7 6.00 Unit 6,700,000.00 40,200,000.00

- PP.Lift 1.00 Unit 5,200,000.00 5,200,000.00

- PP.HD 1.00 Unit 5,800,000.00 5,800,000.00

- LP.Tn 1.00 Unit 3,600,000.00 3,600,000.00

131,200,000.00

B. Kabel Distribusi

- Kabel NYY 4 x 16 mm2 116.00 m' 128,000.00 14,848,000.00

14,848,000.00

C. Armateaur Lampu, Dll

- TL 2 x36 Watt, Type RM 300, Artolite

- Lantai 3 38.00 Buah 828,000.00 31,464,000.00

- Lantai 4 38.00 Buah 828,000.00 31,464,000.00

- Lantai 5 38.00 Buah 828,000.00 31,464,000.00

- Lantai 6 38.00 Buah 828,000.00 31,464,000.00

- Lantai 7 38.00 Buah 828,000.00 31,464,000.00

- Lantai 8 4.00 Buah 828,000.00 3,312,000.00

- TL 1 x 36 Watt, Balk

- Lantai 1 128.00 Buah 72,000.00 9,216,000.00

- Lantai 2 128.00 Buah 72,000.00 9,216,000.00

- Downlight DL SL 23 Watt

- Lantai 1 46.00 Buah 198,600.00 9,135,600.00

- Lantai 2 62.00 Buah 198,600.00 12,313,200.00

- Lantai 3 14.00 Buah 198,600.00 2,780,400.00

- Lantai 4 14.00 Buah 198,600.00 2,780,400.00

- Lantai 5 14.00 Buah 198,600.00 2,780,400.00

- Lantai 6 14.00 Buah 198,600.00 2,780,400.00

- Lantai 7 10.00 Buah 198,600.00 1,986,000.00

8.00 Buah 916,000.00 7,328,000.00

- Lampu Hias

- Lantai 1 1.00 Buah 7,500,000.00 7,500,000.00

8.00 Buah 286,000.00 2,288,000.00

- Lampu SL/Esential

- Lantai 1 4.00 Buah 78,000.00 312,000.00

- Lantai 2 4.00 Buah 78,000.00 312,000.00

- Lantai 3 4.00 Buah 78,000.00 312,000.00

- Lantai 4 4.00 Buah 78,000.00 312,000.00

- Lantai 5 4.00 Buah 78,000.00 312,000.00

- Lantai 6 4.00 Buah 78,000.00 312,000.00

- Lantai 7 4.00 Buah 78,000.00 312,000.00

- Lampu Exit (c/w Battery), Lt 1 - 8

- Lampu Baret 9 Watt, Lt 1 - 8


- Stop Kontak 16 A

- Lantai 1 4.00 Buah 40,000.00 160,000.00

- Lantai 2 4.00 Buah 40,000.00 160,000.00

- Lantai 3 14.00 Buah 40,000.00 560,000.00

- Lantai 4 14.00 Buah 40,000.00 560,000.00

- Lantai 5 14.00 Buah 40,000.00 560,000.00

- Lantai 6 14.00 Buah 40,000.00 560,000.00

- Lantai 7 4.00 Buah 40,000.00 160,000.00

- Stop Kontak AC (c/w Fuse)

- Lantai 1 4.00 Buah 86,000.00 344,000.00

- Lantai 2 4.00 Buah 86,000.00 344,000.00

- Lantai 3 5.00 Buah 86,000.00 430,000.00

- Lantai 4 5.00 Buah 86,000.00 430,000.00

- Lantai 5 5.00 Buah 86,000.00 430,000.00

- Lantai 6 5.00 Buah 86,000.00 430,000.00

- Lantai 7 4.00 Buah 86,000.00 344,000.00

- Saklar Tunggal

- Lantai 1 3.00 Buah 40,000.00 120,000.00

- Lantai 2 3.00 Buah 40,000.00 120,000.00

- Lantai 3 4.00 Buah 40,000.00 160,000.00

- Lantai 4 4.00 Buah 40,000.00 160,000.00

- Lantai 5 4.00 Buah 40,000.00 160,000.00

- Lantai 6 4.00 Buah 40,000.00 160,000.00

- Lantai 7 3.00 Buah 40,000.00 120,000.00

- Saklar Ganda

- Lantai 1 10.00 Buah 46,000.00 460,000.00

- Lantai 2 10.00 Buah 46,000.00 460,000.00

- Lantai 3 10.00 Buah 46,000.00 460,000.00

- Lantai 4 10.00 Buah 46,000.00 460,000.00

- Lantai 5 10.00 Buah 46,000.00 460,000.00

- Lantai 6 10.00 Buah 46,000.00 460,000.00

- Lantai 7 4.00 Buah 46,000.00 184,000.00

242,336,400.00

Jumlah I (A+B+C) 388,384,400.00



PEKERJAAN : ORNAMEN ATAP BKPMD

SUMBER DANA :


Struktur - Ornamen Atap


I Pekerjaan Ornamen Atap Utama

1. Pekerjaan Ornamen Atap Utama 1.00 Unit

Terdiri Dari :

- Rangka Utama H Beam 200 x 200 x 8 x 12 5,232.76 Kg 34,575.00 180,922,821.06

- Rangka Sekunder IWF 150 x 75 x 5 x 7 1,795.33 Kg 28,135.00 50,511,665.82

- Rangka Sekunder Pipa BS 4" Medium A 2,027.58 Kg 32,519.18 65,935,072.50

- Rangka Sekunder Pipa BS 2" Medium A 289.80 Kg 38,259.60 11,087,791.49

- Pek. Aluminium Composit Panel + Rangka Hollow 569.88 M2 684,816.00 390,259,518.00

- Pek. Plat Pengaku, T = 10 mm 1,436.49 Kg 28,250.00 40,580,887.55

- Pek. Angker Baut 19 mm 92.00 Bh 27,500.00 2,530,000.00

- Pek. Baut 16 mm 520.00 Bh 18,700.00 9,724,000.00

- Pek. Ornamen Puncak Dudukan Penangkal Petir 1.00 Set 7,500,000.00 7,500,000.00

- Pek. Pengecatan Baja Zinccromate 257.50 M2 13,800.00 3,553,456.53

- Pek. Perakitan Dan Alat Bantu 10,781.97 Kg 248.00 2,673,927.80

765,279,140.75

Real Cost Rp. 765,279,140.75






PEKERJAAN : SITE DEVELOPMENT

SUMBER DANA :


Site Development


I Pekerjaan Site Development A. Pekerjaan Jalan Dan Parkir Rp. 118,973,840.34

B. Pekerjaan Taman Rp. 18,935,394.80

C. Pekerjaan Pagar Depan Rp. 18,488,539.99

Real Cost Rp. 156,397,775.13


Penawar,





PEKERJAAN : SITE DEVELOPMENTSUMBER DANA : ANGGARAN : TAHUN 2012

Site Development


I Pekerjaan Site Development

A. Pekerjaan Jalan Dan Parkir

A. Sisi Kanan Gedung

- Pek. Pas. Paving Block 167.29 m2 122,400.00 20,476,895.76

- Pek. Pas. Keramik Kasar, Uk. 40 x 40 (Bawah Plat Lantai II) 85.02 m2 145,318.00 12,354,936.36

- Pek. Pas. Cansteen Beton 58.32 m' 103,166.10 6,016,646.95

38,848,479.07

B. Sisi Kanan Kiri


- Pek. Pas. Keramik Kasar, Uk. 40 x 40 (Bawah Plat Lantai II) 85.02 m2 145,318.00 12,354,936.36


37,766,408.14

C. Belakang Kantor



31,696,621.18

D. Sisi Depan Gedung (Entrance)

- Pek. Pas. Keramik Kasar, Uk. 40 x 40 (Drop Off) 50.04 m2 145,318.00 7,271,262.23


10,662,331.94

Total (1) 118,973,840.34

B. Pekerjaan Taman

- Pek. Urugan Tanah Subur 51.04 m3 196,000.00 10,003,604.80

- Pek. Penanaman Rumput Gajah Mini 255.19 m2 35,000.00 8,931,790.00

Total (2) 18,935,394.80

C. Pekerjaan Pagar Depan

- Pek. Bongkar Pintu Sisi Kiri Dan Kanan 1.00 Ls 1,184,000.00 1,184,000.00

- Pek. Penambahan Pagar Sisi Kiri Dan Kanan

- Pek. Kolom Beton, Uk. 30 x 30

' - Pek. Beton K175 0.36 m3 717,563.20 258,322.75

' - Pek. Pembesian 50.25 Kg 12,855.00 645,938.04

' - Pek. Bekisting 2 x Pakai 4.80 m2 197,775.00 949,320.00

- Pek. Ringbalk Beton, Uk. 15 x 20

' - Pek. Beton K175 0.18 m3 717,563.20 129,161.38

' - Pek. Pembesian 30.72 Kg 12,855.00 394,905.60

' - Pek. Bekisting 2 x Pakai 2.40 m2 203,775.00 489,060.00

- Pek. Pas. Dinding Pagar 1/2 Bt, Camp. 1pc : 5ps 12.00 m2 75,773.00 909,276.00

- Pek. Plesteran Biasa, Camp. 1pc : 5ps 24.00 m2 37,452.40 898,857.60

- Pek. Plesteran Beton, Camp. 1pc : 3ps 4.80 m2 39,928.60 191,657.28

- Pek. Acian 28.80 m2 19,875.00 572,400.00

- Pek. Pengecatan 28.80 m2 37,620.00 1,083,456.00

- Pek. Pemasangan Kembali Pintu Sisi Kiri Dan Kanan 1.00 Ls 1,000,000.00 1,000,000.00

- Pek. Tambahan Plat Duiker Jalan Masuk, T = 20 Cm

- Pek. Beton K225 2.40 m3 762,441.86 1,829,860.46

- Pek. Pembesian 408.10 Kg 13,905.00 5,674,574.88

- Pek. Bekisting 2 x Pakai 10.00 m2 227,775.00 2,277,750.00

Total (3) 18,488,539.99

No. Uraian Pekerjaan Perhitungan Volume Satuan Data Berat Besi Polos1. Kolom K1 (30/30), T = 6.30 berat d19/m 2.23

~Beton K225 Penampang Panjang Jumlah berat d16/m 1.580.09 6.3 28 15.876 m3 berat d14/m 1.209

~Besi Beton Diameter Panjang Kg/m' berat d12/m 0.88716 1523.2 1.58 2406.656 berat d10/m 0.628 1266.608 0.393 497.776944 berat d8/m 0.393

2904.433 Kg berat d6/m 0.22

Data Berat Besi Poloskg/m1kg/m1kg/m1kg/m1kg/m1kg/m1kg/m1

DAFTAR ANALISA HARGA SATUAN PEKERJAAN

A.6 PEKERJAAN PERSIAPAN

A.6.2 Memasang 1 M' pagar sementara dari seng gelombang tinggi 2 meter 1.250 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 18,750.00 2.500 Kg Semen Portland @ Rp 1,100.00 Rp 2,750.00 0.005 M3 Pasir beton @ Rp 145,000.00 Rp 725.00 0.009 M3 split/chipping 2-3 cm @ Rp 260,000.00 Rp 2,340.00 0.072 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 288,000.00 0.060 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 900.00 0.400 Ltr Residu @ Rp 5,000.00 Rp 2,000.00 0.200 Oh Tukang kayu @ Rp 70,000.00 Rp 14,000.00 0.400 Oh Pekerja @ Rp 50,000.00 Rp 20,000.00 0.020 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,000.00 0.020 Oh Mandor @ Rp 100,000.00 Rp 2,000.00

Rp 353,465.00

A.6.4 Mengukur dan memasang 1 M' bouwplank 0.012 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 48,000.00 0.020 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 300.00 0.007 M3 Kayu klas II (papan) @ Rp 4,500,000.00 Rp 31,500.00 0.100 Oh Tukang kayu @ Rp 70,000.00 Rp 7,000.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 93,300.00

A.6.5 Membuat1 M2 kantor sementara, dengan lantai plesteran 1.250 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 18,750.00 0.180 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 720,000.00 0.850 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 12,750.00 1.100 Kg Besi strip @ Rp 11,600.00 Rp 12,760.00 35.000 Kg Semen Portland @ Rp 1,100.00 Rp 38,500.00 0.150 M3 Pasir pasang @ Rp 125,000.00 Rp 18,750.00 0.100 M3 Pasir beton @ Rp 145,000.00 Rp 14,500.00 0.150 M3 split/chipping 2-3 cm @ Rp 260,000.00 Rp 39,000.00 30.000 Bh Batu merah @ Rp 500.00 Rp 15,000.00 0.250 Lbr Seng plat BJLS 0.30 @ Rp 49,500.00 Rp 12,375.00 2.000 set Kaca nako lengkap teralis @ Rp 300,000.00 Rp 600,000.00 0.080 M2 Kaca bening 5 mm @ Rp 70,000.00 Rp 5,600.00 0.150 Bh Kunci tanam biasa @ Rp 150,000.00 Rp 22,500.00 0.060 Lbr Multipleks 1.22 x 2.44 x 6 mm @ Rp 82,000.00 Rp 4,920.00 2.000 Oh Tukang kayu @ Rp 70,000.00 Rp 140,000.00 1.000 Oh Tukang batu @ Rp 70,000.00 Rp 70,000.00 2.000 Oh Pekerja @ Rp 50,000.00 Rp 100,000.00 0.300 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 30,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 1,880,405.00

B.6 PEKERJAAN TANAH

B.6.1 Menggali 1 M3 tanah biasa sedalam 1 m 0.750 Oh Pekerja @ Rp 50,000.00 Rp 37,500.00 0.025 Oh Mandor @ Rp 100,000.00 Rp 2,500.00

Rp 40,000.00

B.6.9 0.025 Oh Pekerja @ Rp 50,000.00 Rp 1,250.00 0.008 Oh Mandor @ Rp 100,000.00 Rp 800.00

Rp 2,050.00

Mengurug kembali 1 M3 galian

B.6.10 Memadatkan 1 M3 tanah (per 20 cm) 0.500 Oh Pekerja @ Rp 50,000.00 Rp 25,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 30,000.00

B.6.11 Mengurug 1 M3 pasir urug 1.200 M3 Pasir urug @ Rp 120,000.00 Rp 144,000.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 1,000.00

Rp 160,000.00

Mengurug 1 M3 Tanah Timbunan 1.200 M3 Tanah timbunan @ Rp 150,000.00 Rp 180,000.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 1,000.00

Rp 196,000.00

B.6.15 Mengurug 1 M3 sirtu padat untuk peninggian lantai bangunan 1.200 M3 Sirtu @ Rp 160,000.00 Rp 192,000.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.025 Oh Mandor @ Rp 100,000.00 Rp 2,500.00

Rp 207,000.00

C.6 PEKERJAAN PONDASI

C.6.2 Memasang 1 M3 pondasi batu belah, campuran 1PC : 5PP 1.200 M3 Batu gunung @ Rp 160,000.00 Rp 192,000.00 163.000 Kg Semen Portland @ Rp 1,100.00 Rp 179,300.00 0.520 M3 Pasir pasang @ Rp 125,000.00 Rp 65,000.00 1.500 Oh Tukang batu @ Rp 70,000.00 Rp 105,000.00 0.750 Oh Pekerja @ Rp 50,000.00 Rp 37,500.00 0.075 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 7,500.00 0.075 Oh Mandor @ Rp 100,000.00 Rp 7,500.00

Rp 593,800.00

C.6.3 Memasang 1 M3 pondasi batu belah, campuran 1PC : 5PP 1.200 M3 Batu gunung @ Rp 160,000.00 Rp 192,000.00 136.000 Kg Semen Portland @ Rp 1,100.00 Rp 149,600.00 0.544 M3 Pasir pasang @ Rp 125,000.00 Rp 68,000.00 1.500 Oh Tukang batu @ Rp 70,000.00 Rp 105,000.00 0.750 Oh Pekerja @ Rp 50,000.00 Rp 37,500.00 0.075 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 7,500.00 0.075 Oh Mandor @ Rp 100,000.00 Rp 7,500.00

Rp 567,100.00

C.6.9 Memasang 1 M3 batu kosong (aanstamping) 1.200 M3 Batu gunung @ Rp 160,000.00 Rp 192,000.00 0.432 M3 Pasir urug @ Rp 120,000.00 Rp 51,840.00 0.780 Oh Pekerja @ Rp 50,000.00 Rp 39,000.00 0.390 Oh Tukang batu @ Rp 70,000.00 Rp 27,300.00 0.039 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,900.00 0.039 Oh Mandor @ Rp 100,000.00 Rp 3,900.00

Rp 317,940.00

D.6 PEKERJAAN DINDING

D.6.2 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1 bt. camp. 1PC : 3PP 140.000 Bh Batu merah @ Rp 500.00 Rp 70,000.00 32.950 Kg Semen Portland @ Rp 1,100.00 Rp 36,245.00 0.091 M3 Pasir pasang @ Rp 125,000.00 Rp 11,375.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.200 Oh Tukang batu @ Rp 70,000.00 Rp 14,000.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,000.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 166,620.00


Rp 159,830.00


Rp 156,170.00

D.6.8 Memasang1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 3PP 70.000 Bh Batu merah @ Rp 500.00 Rp 35,000.00 14.370 Kg Semen Portland @ Rp 1,100.00 Rp 15,807.00 0.040 M3 Pasir pasang @ Rp 125,000.00 Rp 5,000.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 80,307.00

D.6.9 Memasang1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 4PP 70.000 Bh Batu merah @ Rp 500.00 Rp 35,000.00 11.500 Kg Semen Portland @ Rp 1,100.00 Rp 12,650.00 0.043 M3 Pasir pasang @ Rp 125,000.00 Rp 5,375.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 77,525.00

D.6.10 Memasang 1 M2 dinding bata merah uk. (5x11x22) cm tebal 1/2 bt. camp. 1PC : 5PP 70.000 Bh Batu merah @ Rp 500.00 Rp 35,000.00 9.680 Kg Semen Portland @ Rp 1,100.00 Rp 10,648.00 0.045 M3 Pasir pasang @ Rp 125,000.00 Rp 5,625.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 75,773.00

E.6 PEKERJAAN PLESTERAN

E.6.3 Memasang 1 M2 plesteran 1PC : 3PP, tebal 15 mm 7.776 Kg Semen Portland @ Rp 1,100.00 Rp 8,553.60 0.023 M3 Pasir pasang @ Rp 125,000.00 Rp 2,875.00 0.300 Oh Pekerja @ Rp 50,000.00 Rp 15,000.00 0.150 Oh Tukang batu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,500.00 0.015 Oh Mandor @ Rp 100,000.00 Rp 1,500.00

Rp 39,928.60


Rp 38,364.00


Rp 37,452.40

E.6.20 Memasang 1 M2 plesteran skoning 1PC : 2PP, tebal 10 mm 0.500 Kg Semen Portland @ Rp 1,100.00 Rp 550.00 0.013 M3 Pasir pasang @ Rp 125,000.00 Rp 1,625.00 0.080 Oh Pekerja @ Rp 50,000.00 Rp 4,000.00 0.400 Oh Tukang batu @ Rp 70,000.00 Rp 28,000.00 0.040 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,000.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 400.00

Rp 38,575.00

E.6.27 Memasang 1 M2 acian 3.250 Kg Semen Portland @ Rp 1,100.00 Rp 3,575.00 0.150 Oh Pekerja @ Rp 50,000.00 Rp 7,500.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.008 Oh Mandor @ Rp 100,000.00 Rp 800.00

Rp 19,875.00 F.6 PEKERJAAN KAYU

F.6.1 Membuat dan memasang 1 m3 kusen pintu dan kusen jendela, kayu kelas I 1.100 M3 Kayu klas I (balok) untuk kosen pintu/jen @ Rp 9,000,000.00 Rp 9,900,000.00 1.250 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 18,750.00 1.000 Kg Lem kayu @ Rp 25,000.00 Rp 25,000.00 7.000 Oh Pekerja @ Rp 50,000.00 Rp 350,000.00 21.000 Oh Tukang kayu @ Rp 70,000.00 Rp 1,470,000.00 2.100 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 210,000.00 0.350 Oh Mandor @ Rp 100,000.00 Rp 35,000.00

Rp 12,008,750.00

F.6.5 Membuat dan memasang 1 m2 Daun pintu panel, kayu kelas I 0.040 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 9,500,000.00 Rp 380,000.00 0.500 Kg Lem kayu @ Rp 25,000.00 Rp 12,500.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 3.000 Oh Tukang kayu @ Rp 70,000.00 Rp 210,000.00 0.300 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 30,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00

Rp 687,500.00

F.6.6 Membuat dan memasang 1 m2 pintu dan jendela kaca, kayu kelas I 0.024 M3 Kayu klas I (papan) listplank dan pintu/je @ Rp 9,500,000.00 Rp 228,000.00 0.300 Kg Lem kayu @ Rp 25,000.00 Rp 7,500.00 0.800 Oh Pekerja @ Rp 50,000.00 Rp 40,000.00 2.400 Oh Tukang kayu @ Rp 70,000.00 Rp 168,000.00 0.240 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 24,000.00 0.040 Oh Mandor @ Rp 100,000.00 Rp 4,000.00

Rp 471,500.00

G.6 PEKERJAAN BETON

G.6.1 Membuat 1 M3 beton mutu f'c=7,4 Mpa (K100), slump (12 ± 2) cm, w/c=0,87 247.000 Kg Semen Portland @ Rp 1,100.00 Rp 271,700.00 869.000 Kg Pasir beton (Kg) @ Rp 103.57 Rp 90,002.33 999.000 Kg split/chipping 2-3 cm(Kg) @ Rp 100.00 Rp 99,900.00 215.000 Ltr Air @ Rp 300.00 Rp 64,500.00 1.650 Oh Pekerja @ Rp 50,000.00 Rp 82,500.00 0.275 Oh Tukang batu @ Rp 70,000.00 Rp 19,250.00 0.028 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,800.00 0.083 Oh Mandor @ Rp 100,000.00 Rp 8,300.00

Rp 638,952.33

G.6.4 Membuat 1 M3 lantai kerja beton mutu f'c=7,4 Mpa (K 100), slump (3-6) cm, w/c=0,87 230.000 Kg Semen Portland @ Rp 1,100.00 Rp 253,000.00 893.000 Kg Pasir beton (Kg) @ Rp 103.57 Rp 92,488.01 1,027.000 Kg split/chipping 2-3 cm(Kg) @ Rp 100.00 Rp 102,700.00 200.000 Ltr Air @ Rp 300.00 Rp 60,000.00 1.200 Oh Pekerja @ Rp 50,000.00 Rp 60,000.00 0.200 Oh Tukang batu @ Rp 70,000.00 Rp 14,000.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,000.00 0.060 Oh Mandor @ Rp 100,000.00 Rp 6,000.00

Rp 590,188.01

G.6.5 Membuat 1 M3 beton mutu f'c=14,5 Mpa (K 175), slump (12 ± 2) cm, w/c=0,66 326.000 Kg Semen Portland @ Rp 1,100.00 Rp 358,600.00 760.000 Kg Pasir beton (Kg) @ Rp 103.57 Rp 78,713.20 1,029.000 Kg split/chipping 2-3 cm(Kg) @ Rp 100.00 Rp 102,900.00 215.000 Ltr Air @ Rp 300.00 Rp 64,500.00 1.650 Oh Pekerja @ Rp 50,000.00 Rp 82,500.00 0.275 Oh Tukang batu @ Rp 70,000.00 Rp 19,250.00 0.028 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,800.00 0.083 Oh Mandor @ Rp 100,000.00 Rp 8,300.00

Rp 717,563.20


Rp 762,441.86


Rp 775,320.44


Rp 797,391.88

G.6.17 Pembesian 1 Kg dengan besi polos atau besi ulirA. Pembesian 1 Kg dengan besi polos

10.500 Kg Besi beton polos @ Rp 11,000.00 Rp 115,500.00 0.150 Kg Kawat beton @ Rp 19,000.00 Rp 2,850.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.070 Oh Tukang besi @ Rp 80,000.00 Rp 5,600.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 400.00

Untuk Pembesian 10 Kg Rp 128,550.00 Untuk Pembesian 1 Kg Rp 12,855.00

B. Pembesian 1 Kg dengan besi ulir 10.500 Kg Besi beton ulir @ Rp 12,000.00 Rp 126,000.00 0.150 Kg Kawat beton @ Rp 19,000.00 Rp 2,850.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.070 Oh Tukang besi @ Rp 80,000.00 Rp 5,600.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 400.00

Untuk Pembesian 10 Kg Rp 139,050.00 Untuk Pembesian 1 Kg Rp 13,905.00

G.6.20 Memasang 1 M2 bekisting untuk Pondasi 0.040 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 120,000.00 0.300 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 4,500.00 0.100 Ltr Minyak bekisting @ Rp 7,500.00 Rp 750.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 70,000.00 Rp 18,200.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 174,650.00

Memasang 1 M2 bekisting untuk Pondasi 2 Kali Pemakaian 0.0200 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 60,000.00

(Papan 2 kali Pakai) 0.300 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 4,500.00 0.100 Ltr Minyak bekisting @ Rp 7,500.00 Rp 750.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 70,000.00 Rp 18,200.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 114,650.00

G.6.21 Memasang 1 M2 bekisting untuk sloof 0.045 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 135,000.00 0.300 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 4,500.00 0.100 Ltr Minyak bekisting @ Rp 7,500.00 Rp 750.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 70,000.00 Rp 18,200.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 189,650.00

Memasang 1 M2 bekisting untuk sloof 2 Kali Pemakaian 0.023 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 67,500.00

(Papan 2 kali Pakai) 0.300 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 4,500.00 0.100 Ltr Minyak bekisting @ Rp 7,500.00 Rp 750.00 0.520 Oh Pekerja @ Rp 50,000.00 Rp 26,000.00 0.260 Oh Tukang batu @ Rp 70,000.00 Rp 18,200.00 0.026 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,600.00 0.026 Oh Mandor @ Rp 100,000.00 Rp 2,600.00

Rp 122,150.00

G.6.22 Memasang 1 M2 bekisting untuk kolom 0.040 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 120,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 6,000.00 0.200 Ltr Minyak bekisting @ Rp 7,500.00 Rp 1,500.00 0.015 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 60,000.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 129,000.00 Rp 45,150.00 2.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 30,000.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 325,350.00

Memasang 1 M2 bekisting untuk kolom Untuk 2x Pemakaian 0.020 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 60,000.00

(papan 2 x pakai) 0.400 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 6,000.00 0.200 Ltr Minyak bekisting @ Rp 7,500.00 Rp 1,500.00 0.008 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 30,000.00

(Balok 2x pakai) 0.175 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 129,000.00 Rp 22,575.00

(Multipleks 2x pakai) 1.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 15,000.00

(dolken 2x pakai) 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 197,775.00

G.6.23 Memasang 1 M2 bekisting untuk balok 0.040 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 120,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 6,000.00 0.200 Ltr Minyak bekisting @ Rp 7,500.00 Rp 1,500.00 0.018 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 72,000.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 129,000.00 Rp 45,150.00 2.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 30,000.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 337,350.00

Memasang 1 M2 bekisting untuk balok Untuk 2x pemakaian 0.020 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 60,000.00





Rp 203,775.00

G.6.24 Memasang 1 M2 bekisting untuk lantai 0.040 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 120,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 6,000.00 0.200 Ltr Minyak bekisting @ Rp 7,500.00 Rp 1,500.00 0.015 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 60,000.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 129,000.00 Rp 45,150.00 6.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 90,000.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 385,350.00

Memasang 1 M2 bekisting untuk lantai Untuk 2x Pemakaian 0.020 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 60,000.00





Rp 227,775.00

G.6.25 Memasang 1 M2 bekisting untuk dinding 0.030 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 90,000.00 0.400 Kg Paku biasa 2" - 5" @ Rp 15,000.00 Rp 6,000.00 0.200 Ltr Minyak bekisting @ Rp 7,500.00 Rp 1,500.00 0.020 M3 Kayu klas II (balok) @ Rp 4,000,000.00 Rp 80,000.00 0.350 Lbr Multipleks 1.22 x 2.44 x 9 mm @ Rp 129,000.00 Rp 45,150.00 3.000 Btg Dolken kayu Ø8-10/400 cm @ Rp 15,000.00 Rp 45,000.00 4.000 Bh Spacer/formite/penjaga jarak bekisting @ Rp 7,500.00 Rp 30,000.00 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 360,350.00

Memasang 1 M2 bekisting untuk dinding Untuk 2x Pemakaian 0.015 M3 Kayu klas III (papan) @ Rp 3,000,000.00 Rp 45,000.00




(dolken 2x pakai) 2.000 Bh Spacer/formite/penjaga jarak bekisting @ Rp 7,500.00 Rp 15,000.00

(spacer 2x pemakaian) 0.660 Oh Pekerja @ Rp 50,000.00 Rp 33,000.00 0.330 Oh Tukang kayu @ Rp 70,000.00 Rp 23,100.00 0.033 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,300.00 0.033 Oh Mandor @ Rp 100,000.00 Rp 3,300.00

Rp 215,275.00

I.6 PEKERJAAN LANGIT - LANGIT/PLAFOND

I.6.7 Memasang 1 M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm 0.364 Lbr Gypsumboard 9 mm @ Rp 69,200.00 Rp 25,188.80 0.110 Kg Paku sekrup 3,5" @ Rp 40,000.00 Rp 4,400.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.050 Oh Tukang kayu @ Rp 70,000.00 Rp 3,500.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 39,088.80

SPL Memasang 1 M2 langit-langit gypsum board ukuran (120x240x9) mm, tebal 9 mm + rangka Hollow 4.400 M Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 @ Rp 6,700.00 Rp 29,480.00 1.500 Bh Ramsel nails @ Rp 5,000.00 Rp 7,500.00 0.364 Lbr Gypsumboard 9 mm @ Rp 69,200.00 Rp 25,188.80

0.03 Za 0.600 Kg UB 888/400 Compoud @ Rp 10,000.00 Rp 6,000.00 0.016 Roll Isolasi Gypsun @ Rp 35,000.00 Rp 560.00 11.500 Bh Srews/sekrup @ Rp 1,000.00 Rp 11,500.00 1.000 Lbr Kertas Amplas @ Rp 2,500.00 Rp 2,500.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.700 Oh Tukang besi @ Rp 80,000.00 Rp 56,000.00 0.007 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 700.00 0.012 Oh Mandor @ Rp 100,000.00 Rp 1,200.00

Rp 144,128.80

SPL Memasang 1 M2 langit-langit Calsyboard board ukuran (120x240) mm, tebal 6 mm + rangka Hollow 4.400 M Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 @ Rp 6,700.00 Rp 29,480.00 1.500 Bh Ramsel nails @ Rp 5,000.00 Rp 7,500.00 0.364 Lbr Calsyboard 4 mm @ Rp 55,000.00 Rp 20,020.00


Rp 138,960.00

SPL Memasang 1 M2 langit-langit gypsum board Acoustic ukuran (60x80), tebal 9 mm + rangka Besi Hollow 4.400 M Besi Hollow 40 x 40 x 2.3 mm @ Rp 43,100.00 Rp 189,640.00 1.500 Bh Ramsel nails @ Rp 5,000.00 Rp 7,500.00 1.050 M2 Kawat Rang 3 x 3 @ Rp 17,500.00 Rp 18,375.00 0.381 Roll Glass Wool DN City 48 kg/m2, Uk. 1.2 x @ Rp 230,000.00 Rp 87,630.00 0.364 Lbr Gypsumboard 9 mm @ Rp 69,200.00 Rp 25,188.80


Rp 410,293.80

J.6 PEKERJAAN PIPA DAN SANITER

J.6.1 Memasang 1 Bh kloset duduk/monoblok 1.000 Bh Closet duduk Lengkap @ Rp 1,850,000.00 Rp 1,850,000.00 6 % Perlengkapan Rp 111,000.00 3.300 Oh Pekerja @ Rp 50,000.00 Rp 165,000.00 1.100 Oh Tukang batu @ Rp 70,000.00 Rp 77,000.00 0.001 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 100.00 0.160 Oh Mandor @ Rp 100,000.00 Rp 16,000.00

Rp 2,219,100.00

J.6.2 Memasang 1 Bh kloset jongkok porselen 1.000 Bh Closet jongkok @ Rp 175,000.00 Rp 175,000.00 6.000 Kg Semen Portland @ Rp 1,100.00 Rp 6,600.00 0.010 M3 Pasir pasang @ Rp 125,000.00 Rp 1,250.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 1.500 Oh Tukang batu @ Rp 70,000.00 Rp 105,000.00 1.500 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 150,000.00 0.160 Oh Mandor @ Rp 100,000.00 Rp 16,000.00

Rp 503,850.00

J.6.4 Memasang 1 Bh Urinoir 1.000 Bh Urinoir Type U57, Lengkap @ Rp 1,900,000.00 Rp 1,900,000.00 30 % Perlengkapan Rp 570,000.00 6.000 Kg Semen Portland @ Rp 1,100.00 Rp 6,600.00 0.010 M3 Pasir pasang @ Rp 125,000.00 Rp 1,250.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 1.000 Oh Tukang batu @ Rp 70,000.00 Rp 70,000.00 0.300 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 30,000.00 0.110 Oh Mandor @ Rp 100,000.00 Rp 11,000.00

Rp 2,638,850.00

J.6.5 Memasang 1 Bh wastafel 1.000 Bh Wastafel keramik @ Rp 400,000.00 Rp 400,000.00 12 % Perlengkapan Rp 48,000.00 6.000 Kg Semen Portland @ Rp 1,100.00 Rp 6,600.00 0.010 M3 Pasir pasang @ Rp 125,000.00 Rp 1,250.00 1.200 Oh Pekerja @ Rp 50,000.00 Rp 60,000.00 1.450 Oh Tukang batu @ Rp 70,000.00 Rp 101,500.00 0.150 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 15,000.00 0.100 Oh Mandor @ Rp 100,000.00 Rp 10,000.00

Rp 642,350.00

J.6.9 Memasang 1 Bh badkip porselen 1.000 Bh Bath tub + Acs @ Rp 8,500,000.00 Rp 8,500,000.00 2 % Perlengkapan Rp 170,000.00 0.008 Oh Pekerja @ Rp 50,000.00 Rp 375.00 0.075 Oh Tukang pipa @ Rp 80,000.00 Rp 6,000.00 0.008 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 750.00 0.004 Oh Mandor @ Rp 100,000.00 Rp 380.00

Rp 8,677,505.00

J.6.33 Memasang 1 Bh bak cuci piring stainles steel 1.000 Bh Washbasin stainless stel @ Rp 250,000.00 Rp 250,000.00 1.000 Bh Waterdrain + accesoriss @ Rp 50,000.00 Rp 50,000.00 0.030 Oh Pekerja @ Rp 50,000.00 Rp 1,500.00 0.300 Oh Tukang batu @ Rp 70,000.00 Rp 21,000.00 0.030 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,000.00 0.002 Oh Mandor @ Rp 100,000.00 Rp 150.00

Rp 325,650.00

J.6.35 Memasang 1 Bh kran diameter 3/4" atau 1/2" 1.000 Bh Kran air biasa 1/2" - 3/4" @ Rp 35,000.00 Rp 35,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 45,087.50

Memasang 1 Bh kran air ganda diameter 3/4" atau 1/2" 1.000 Bh Kran air ganda 1/2" - 3/4" @ Rp 250,000.00 Rp 250,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 260,087.50

Memasang 1 Bh kran Shower 1.000 Bh Kran Shower @ Rp 50,000.00 Rp 50,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 60,087.50

Memasang 1 Bh Shower 1.000 Bh Shower + Acc @ Rp 265,000.00 Rp 265,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 275,087.50

Memasang 1 Bh Stop kran 1.000 Bh Stop Kran @ Rp 45,000.00 Rp 45,000.00 0.025 Bh Seal tape @ Rp 3,500.00 Rp 87.50 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang pipa @ Rp 80,000.00 Rp 8,000.00 0.010 Oh Kepala Tukang pipa @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 55,087.50

J.6.36 Memasang 1 Bh floor drain 1.000 Bh Floor drain Stainlees @ Rp 35,000.00 Rp 35,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 44,000.00

J.6.36 - SPL Memasang 1 Bh Roof drain 1.000 Bh Roof drain @ Rp 50,000.00 Rp 50,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang batu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 59,000.00

K.6 PEKERJAAN BESI DAN ALUMINIUM

K.6.1 Memasang 1 Kg besi profilA. 1.150 Kg Besi Siku L. 50. 50. 5 @ Rp 14,900.00 Rp 17,135.00

0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 25,835.00

B. 1.150 Kg Besi Siku L. 60. 60. 6 @ Rp 16,400.00 Rp 18,860.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 27,560.00

C. 1.150 Kg Besi Siku L. 70. 70. 7 @ Rp 15,300.00 Rp 17,595.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 26,295.00

D. 1.150 Kg Plat Baja T = 10 mm @ Rp 17,000.00 Rp 19,550.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 28,250.00

E. 1.150 Kg Besi Profil Kanal C. 125 x 50 x 20 x 2,3 @ Rp 13,500.00 Rp 15,525.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 24,225.00

F. Pek. Treaktang Besi 10 mm Dan Crosstank Besi 16 mm 1.150 Kg Besi beton polos @ Rp 11,000.00 Rp 12,650.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 21,350.00

G. 1.150 Kg Pipa BS Medium Class Dia. 100 mm (4") @ Rp 20,712.33 Rp 23,819.18 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 32,519.18

H. 1.150 Kg Pipa BS Medium Class Dia. 50 mm (2") @ Rp 25,704.00 Rp 29,559.60 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 38,259.60

K.6.2 Memasang 1 Kg rangka kuda-kuda baja IWF/ H BeamA. 1.150 Kg Besi Profil H Beam 200 x 200 x 8 x 12 @ Rp 22,500.00 Rp 25,875.00

0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 34,575.00

B. 1.150 Kg Besi Profil IWF @ Rp 16,900.00 Rp 19,435.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.060 Oh Tukang las @ Rp 80,000.00 Rp 4,800.00 0.006 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 600.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Rp 28,135.00

K.6.3 Mengerjakan 100 Kg pekerjaan perakitan 1.000 Ltr Solar @ Rp 6,500.00 Rp 6,500.00 0.100 Ltr Minyak pelumas @ Rp 35,000.00 Rp 3,500.00 0.100 Oh Pekerja @ Rp 50,000.00 Rp 5,000.00 0.100 Oh Tukang besi @ Rp 80,000.00 Rp 8,000.00 0.001 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 100.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00 0.008 Jam Sewa alat @ Rp 150,000.00 Rp 1,200.00

Rp 24,800.00 Untuk 1 Kg Pek. Perakitan Rp 248.00

K.6.11-SNI Mengerjakan 1 M' Kusen Aluminium 1.100 M' Kusen Aluminium Warna 4" x 1 3/4" @ Rp 116,800.00 Rp 128,480.00 2.000 Bh Sektrup Fixer @ Rp 1,800.00 Rp 3,600.00 0.060 Tube Sealent @ Rp 90,000.00 Rp 5,400.00 0.043 Oh Pekerja @ Rp 50,000.00 Rp 2,150.00 0.043 Oh Tukang besi @ Rp 80,000.00 Rp 3,440.00 0.0043 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 430.00 0.0021 Oh Mandor @ Rp 100,000.00 Rp 210.00

Rp 143,710.00

SPL.1 Mengerjakan 1 M' Bingkai Jendela Aluminium A 1.100 M' Bingkai Pintu Aluminium Warna 4" x 1 1/2 @ Rp 108,000.00 Rp 118,800.00 B 1.100 M' Bingkai Pintu / Rangka Partisi Aluminium @ Rp 92,500.00 Rp 101,750.00 C 1.100 M1 Bingkai Jendela Aluminium Warna (2"x1") @ Rp 74,400.00 Rp 81,840.00

0.060 Tube Sealent @ Rp 90,000.00 Rp 5,400.00 0.043 Oh Pekerja @ Rp 50,000.00 Rp 2,150.00 0.043 Oh Tukang besi @ Rp 80,000.00 Rp 3,440.00 0.0043 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 430.00 0.0021 Oh Mandor @ Rp 100,000.00 Rp 210.00 1.000 Ls Alat Bantu + Accessories dll Rp 10,079.67

A Rp 140,509.67 B Rp 123,459.67 C Rp 103,549.67

SPL 1 Unit Pasang Pintu Kaca Tempered, Tebal 12 Mm, Uk. 1.065 x 216 cm 2.415 M2 Pintu Kaca Tempered 12 mm @ Rp 1,435,000.00 Rp 3,466,127.70 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 2.500 Oh Tukang Besi @ Rp 80,000.00 Rp 200,000.00 0.250 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 25,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Set Frame List, Baut / Sekrup DLL Rp 1,733,063.85 1.000 Ls Alat bantu + Fabrikasi dll Rp 173,306.39

Rp 5,652,497.94

1 Unit Pasang Pintu Kaca Tempered, Tebal 12 Mm, Uk. 75 x 216 cm 1.701 M2 Pintu Kaca Tempered 12 mm @ Rp 1,435,000.00 Rp 2,440,935.00 1.000 Oh Pekerja @ Rp 50,000.00 Rp 50,000.00 2.500 Oh Tukang Besi @ Rp 80,000.00 Rp 200,000.00 0.250 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 25,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Set Frame List, Baut / Sekrup DLL Rp 1,220,467.50 1.000 Ls Alat bantu + Fabrikasi dll Rp 122,046.75

Rp 4,063,449.25

SPL 1 M2 Daun Pintu Kaca Rangka Aluminium 4.400 m Bingkai Pintu Aluminium Warna 4" x 1 1/2 @ Rp 108,000.00 Rp 475,200.00 0.814 m2 Kaca Ryben 5mm @ Rp 150,000.00 Rp 122,034.00 8.800 m Karet List Kaca @ Rp 2,500.00 Rp 22,000.00 1.000 Ls Alat Bantu + Assesories @ Rp 61,923.40 Rp 61,923.40 0.085 Oh Pekerja @ Rp 50,000.00 Rp 4,250.00 0.085 Oh Tukang besi @ Rp 80,000.00 Rp 6,800.00 0.009 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 900.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 693,607.40

1 Bh Memasang Jendela Kaca Rangka Alluminium Ukuran (0.82x0.605)m 3.135 m Bingkai Jendela Aluminium Warna (2"x1") @ Rp 74,400.00 Rp 233,244.00 0.373 m Kaca Ryben 5mm @ Rp 150,000.00 Rp 56,017.50 2.000 Buah Engsel jendela Kw.1 @ Rp 25,000.00 Rp 50,000.00 6.270 m Karet List Kaca @ Rp 2,500.00 Rp 15,675.00 1.000 Ls Alat Bantu + Assesories @ Rp 35,493.65 Rp 35,493.65 0.042 Oh Pekerja @ Rp 50,000.00 Rp 2,108.42 0.042 Oh Tukang besi @ Rp 80,000.00 Rp 3,373.48 0.004 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 446.49 0.002 Oh Mandor @ Rp 100,000.00 Rp 242.00

Rp 396,600.55

SPL 1 M2 Pasang Pintu Aluminium 1.000 m2 Pintu Aluminium @ Rp 880,000.00 Rp 880,000.00 1.050 Oh Pekerja @ Rp 50,000.00 Rp 52,500.00 1.050 Oh Tukang besi @ Rp 80,000.00 Rp 84,000.00 0.105 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 10,500.00 0.0052 Oh Mandor @ Rp 100,000.00 Rp 520.00

Rp 1,027,520.00

SPL 1 M2 Memasang Jendela Kaca Rangka Alluminium 4.400 m Bingkai Jendela Aluminium Warna (2"x1") @ Rp 74,400.00 Rp 327,360.00 0.891 m Kaca bening 5 mm @ Rp 70,000.00 Rp 62,370.00 8.800 m Karet List Kaca @ Rp 2,500.00 Rp 22,000.00 1.000 Ls Alat Bantu + Assesories @ Rp 41,173.00 Rp 41,173.00 0.085 Oh Pekerja @ Rp 50,000.00 Rp 4,250.00 0.085 Oh Tukang besi @ Rp 80,000.00 Rp 6,800.00 0.009 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 900.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 465,353.00

SPL 1 Unit Membuat Dan Memasang Kosen Pintu Emergency Rangka Baja Siku, Uk. 90 x 220 22.957 Kg Besi Siku L. 50. 50. 5 @ Rp 14,900.00 Rp 342,066.00 44.696 Kg Besi Siku L. 70. 70. 7 @ Rp 15,300.00 Rp 683,847.27 34.572 Kg Plat Baja T = 5 mm @ Rp 19,700.00 Rp 681,065.94 1.000 Ls Alat Bantu + Assesories @ Rp 170,697.92 Rp 170,697.92 5.333 Oh Pekerja @ Rp 50,000.00 Rp 266,674.50 5.333 Oh Tukang las @ Rp 80,000.00 Rp 426,679.20 0.533 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 53,334.90 0.267 Oh Mandor @ Rp 100,000.00 Rp 26,667.45

Rp 2,651,033.18

SPL 1 Unit Membuat Dan Memasang Pintu Emergency Rangka Hollow 4 x 4, Uk. 90 x 220 11.730 M' Besi Hollow 40 x 40 x 2.3 mm @ Rp 43,100.00 Rp 505,563.00 73.844 Kg Plat Baja T = 2 mm @ Rp 19,700.00 Rp 1,454,734.19 1.000 Ls Alat Bantu + Assesories @ Rp 588,089.16 Rp 588,089.16 5.134 Oh Pekerja @ Rp 50,000.00 Rp 256,723.12 5.134 Oh Tukang las @ Rp 80,000.00 Rp 410,757.00 0.513 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 51,344.63 0.257 Oh Mandor @ Rp 100,000.00 Rp 25,672.31

Rp 3,292,883.41

SPL 10 M2 Pek. Cladding Aluminium Composite Panel + Rangka 11.000 m2 Aluminium Composite Panel @ Rp 324,600.00 Rp 3,570,600.00 40.000 m' Besi Hollow 20 x 40 x 1.8 mm @ Rp 25,200.00 Rp 1,008,000.00 20.000 m' Besi Hollow 40 x 40 x 2.3 mm @ Rp 43,100.00 Rp 862,000.00 3.500 kg Cat meni @ Rp 25,000.00 Rp 87,500.00 2.400 Bh Sealent @ Rp 90,000.00 Rp 216,000.00 3.500 Oh Pekerja @ Rp 50,000.00 Rp 175,000.00 3.500 Oh Tukang besi @ Rp 80,000.00 Rp 280,000.00 1.000 Oh Kepala Tukang Besi @ Rp 100,000.00 Rp 100,000.00 0.050 Oh Mandor @ Rp 100,000.00 Rp 5,000.00 1.000 Ls Alat Bantu+Accesories+Fabrikasi (Sekrup Dll) Rp 544,060.00

Untuk 10 M2 Rp 6,848,160.00 Untuk 1 M2 Rp 684,816.00

L.6 PEKERJAAN KUNCI DAN KACA

L.6.2 Memasang 1 Bh kunci tanam biasa 1.000 Bh Kunci tanam biasa (2 x Slag) @ Rp 227,000.00 Rp 227,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.500 Oh Tukang kayu @ Rp 70,000.00 Rp 35,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.005 Oh Mandor @ Rp 100,000.00 Rp 500.00

Rp 264,000.00

L.6.4 Memasang 1 Bh kunci silinder 1.000 Bh Kunci tanam silinder @ Rp 350,000.00 Rp 350,000.00 0.005 Oh Pekerja @ Rp 50,000.00 Rp 250.00 0.500 Oh Tukang kayu @ Rp 70,000.00 Rp 35,000.00 0.005 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 500.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 386,000.00

L.6.5 Memasang 1 Bh engsel pintu 1.000 Bh Engsel pintu Kw.1 @ Rp 28,000.00 Rp 28,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.0008 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 40,825.00

SPL Memasang 1 Psg Flooring Engsel pintu 1.000 Psg Flooring engsel @ Rp 900,000.00 Rp 900,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.300 Oh Tukang kayu @ Rp 70,000.00 Rp 21,000.00 0.030 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 3,000.00 0.0008 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 924,825.00

L.6.6 Memasang 1 Bh engsel jendela 1.000 Bh Engsel jendela Kw.1 @ Rp 25,000.00 Rp 25,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang kayu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.0005 Oh Mandor @ Rp 100,000.00 Rp 50.00

Rp 33,550.00

L.6.9 Memasang 1 Bh kait angin 1.000 Bh Kait angin @ Rp 20,000.00 Rp 20,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 32,825.00

SPL Memasang 1 Bh grendel jendela 1.000 Bh Grendel jendela Kw.1 @ Rp 28,000.00 Rp 28,000.00 0.010 Oh Pekerja @ Rp 50,000.00 Rp 500.00 0.100 Oh Tukang kayu @ Rp 70,000.00 Rp 7,000.00 0.010 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,000.00 0.00050 Oh Mandor @ Rp 100,000.00 Rp 50.00

Rp 36,550.00

L.6.10 Memasang 1 Bh door closer 1.000 Bh Door closer/espanyolet @ Rp 250,000.00 Rp 250,000.00 0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.500 Oh Tukang kayu @ Rp 70,000.00 Rp 35,000.00 0.050 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 5,000.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 292,750.00

L.6.11 Memasang 1 Bh kunci selotA 1.000 Bh Kunci selot @ Rp 500,000.00 Rp 500,000.00 B 1.000 Bh Kunci selot biasa @ Rp 225,000.00 Rp 225,000.00

0.020 Oh Pekerja @ Rp 50,000.00 Rp 1,000.00 0.200 Oh Tukang kayu @ Rp 70,000.00 Rp 14,000.00 0.020 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 2,000.00 0.0010 Oh Mandor @ Rp 100,000.00 Rp 100.00

Juml. A Rp 517,100.00 Juml. B Rp 242,100.00

L.6.12 Memasang 1 Bh pegangan pintu/door holder 1.000 Bh Door Holder @ Rp 150,000.00 Rp 150,000.00 0.050 Oh Pekerja @ Rp 50,000.00 Rp 2,500.00 0.500 Oh Tukang kayu @ Rp 70,000.00 Rp 35,000.00 0.050 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 5,000.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 192,750.00

L.6.17 Memasang 1 M2 kaca, tebal 5 mm 1.100 M2 Kaca Ryben 5mm @ Rp 150,000.00 Rp 165,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 177,825.00

Memasang 1 M2 kaca, tebal 5 mm 1.100 M2 Kaca bening 5 mm @ Rp 70,000.00 Rp 77,000.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 89,825.00

Memasang 1 M2 kaca, tebal 8 mm 1.100 M2 Kaca Stopsol Laminated 8 mm @ Rp 637,300.00 Rp 701,030.00 0.015 Oh Pekerja @ Rp 50,000.00 Rp 750.00 0.150 Oh Tukang kayu @ Rp 70,000.00 Rp 10,500.00 0.015 Oh Kepala Tukang Kayu @ Rp 100,000.00 Rp 1,500.00 0.00075 Oh Mandor @ Rp 100,000.00 Rp 75.00

Rp 713,855.00

M.6 PEKERJAAN PENUTUP LANTAI DAN DINDING

Memasang 1 M2 lantai keramik ukuran (40x40) cm 6.630 Bh Tegel keramik 40 x 40 cm (Warna) @ Rp 9,100.00 Rp 60,333.00 9.800 Kg Semen Portland @ Rp 1,100.00 Rp 10,780.00 0.045 M3 Pasir pasang @ Rp 125,000.00 Rp 5,625.00 1.300 Kg Semen warna @ Rp 1,600.00 Rp 2,080.00 0.700 Oh Pekerja @ Rp 50,000.00 Rp 35,000.00 0.350 Oh Tukang batu @ Rp 70,000.00 Rp 24,500.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.035 Oh Mandor @ Rp 100,000.00 Rp 3,500.00

Rp 145,318.00

Memasang 1 M2 lantai keramik ukuran (30x30) cm 11.870 Bh Tegel keramik 30 x 30 cm (Putih) @ Rp 4,000.00 Rp 47,480.00 10.000 Kg Semen Portland @ Rp 1,100.00 Rp 11,000.00 0.045 M3 Pasir pasang @ Rp 125,000.00 Rp 5,625.00 1.500 Kg Semen warna @ Rp 1,600.00 Rp 2,400.00 0.700 Oh Pekerja @ Rp 50,000.00 Rp 35,000.00 0.350 Oh Tukang batu @ Rp 70,000.00 Rp 24,500.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.035 Oh Mandor @ Rp 100,000.00 Rp 3,500.00

Rp 133,005.00

Memasang 1 M2 lantai keramik ukuran (20x20) cm 26.500 Bh Tegel keramik 20 x 20 cm (kasar) @ Rp 1,900.00 Rp 50,350.00 10.400 Kg Semen Portland @ Rp 1,100.00 Rp 11,440.00 0.045 M3 Pasir pasang @ Rp 125,000.00 Rp 5,625.00 1.620 Kg Semen warna @ Rp 1,600.00 Rp 2,592.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 70,000.00 Rp 24,500.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 132,007.00

SPL Memasang 1 M2 dinding keramik ukuran (20x25) cm 21.000 Bh Tegel keramik 20 x 25 cm ( warna ) @ Rp 2,400.00 Rp 50,400.00 9.300 Kg Semen Portland @ Rp 1,100.00 Rp 10,230.00 0.018 M3 Pasir pasang @ Rp 125,000.00 Rp 2,250.00 1.940 Kg Semen warna @ Rp 1,600.00 Rp 3,104.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.450 Oh Tukang batu @ Rp 70,000.00 Rp 31,500.00 0.045 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 134,984.00

SPL Memasang 1 M2 dinding keramik ukuran (30x50) cm 7.000 Bh Tegel keramik 30 x 50 Cm @ Rp 8,500.00 Rp 59,500.00 9.300 Kg Semen Portland @ Rp 1,100.00 Rp 10,230.00 0.018 M3 Pasir pasang @ Rp 125,000.00 Rp 2,250.00 1.940 Kg Semen warna @ Rp 1,600.00 Rp 3,104.00 0.600 Oh Pekerja @ Rp 50,000.00 Rp 30,000.00 0.450 Oh Tukang batu @ Rp 70,000.00 Rp 31,500.00 0.045 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 4,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 144,084.00

M.6.43 - SPL Memasang 1 M2 lantai Marmer 1.060 Bh Marmer Lantai Ex Ujungpandang, t = 2 c @ Rp 638,000.00 Rp 676,280.00 8.190 Kg Semen Portland @ Rp 1,100.00 Rp 9,009.00 0.045 M3 Pasir pasang @ Rp 125,000.00 Rp 5,625.00 0.650 Kg Semen warna @ Rp 1,600.00 Rp 1,040.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 70,000.00 Rp 24,500.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 753,954.00

M.6.58 - SPL Memasang 1 M2 dinding batu Alam Undersheet 1.100 M2 Batu Alam Undersheet @ Rp 195,000.00 Rp 214,500.00 11.750 Kg Semen Portland @ Rp 1,100.00 Rp 12,925.00 0.035 M3 Pasir pasang @ Rp 125,000.00 Rp 4,375.00 0.620 Oh Pekerja @ Rp 50,000.00 Rp 31,000.00 0.350 Oh Tukang batu @ Rp 70,000.00 Rp 24,500.00 0.035 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 3,500.00 0.030 Oh Mandor @ Rp 100,000.00 Rp 3,000.00

Rp 293,800.00

N.6 PEKERJAAN PENGECATAN

N.6.8 Mengecat 1 M2 bidang kayu baru (1 lapis plamir), 1 lapis cat dasar, 2 lapis cat penutup 0.200 Kg Cat meni @ Rp 25,000.00 Rp 5,000.00 0.150 Kg Dempul @ Rp 21,000.00 Rp 3,150.00 0.170 Kg Cat dasar @ Rp 17,000.00 Rp 2,890.00 0.260 Kg Cat kayu @ Rp 50,000.00 Rp 13,000.00 0.070 Oh Pekerja @ Rp 50,000.00 Rp 3,500.00 0.009 Oh Tukang cat @ Rp 70,000.00 Rp 630.00 0.006 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 600.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 29,020.00

N.6.10 - SPL Melabur 1 M2 bidang Batu Alam dengan Coating 0.360 Ltr Coating @ Rp 50,000.00 Rp 18,000.00 0.040 Oh Pekerja @ Rp 50,000.00 Rp 2,000.00 0.063 Oh Tukang cat @ Rp 70,000.00 Rp 4,410.00 0.063 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 6,300.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 30,960.00

N.6.14 Mengecat 1 M2 tembok baru (1 lapis plamir, 1 lapis cat dasar, dan 2 lapis cat penutup) 0.100 Kg Plamur tembok @ Rp 21,000.00 Rp 2,100.00 0.100 Kg Cat dasar @ Rp 17,000.00 Rp 1,700.00 0.260 Kg Cat tembok Kw. 1 @ Rp 57,500.00 Rp 14,950.00 0.060 Oh Pekerja @ Rp 50,000.00 Rp 3,000.00 0.189 Oh Tukang cat @ Rp 70,000.00 Rp 13,230.00 0.0189 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 1,890.00 0.0075 Oh Mandor @ Rp 100,000.00 Rp 750.00

Rp 37,620.00

SPL - An. Melabur/Plamur 1 M2 tembok 0.100 Kg Plamur tembok @ Rp 21,000.00 Rp 2,100.00 0.028 Oh Pekerja @ Rp 50,000.00 Rp 1,400.00 0.042 Oh Tukang cat @ Rp 70,000.00 Rp 2,940.00 0.0042 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 420.00 0.0025 Oh Mandor @ Rp 100,000.00 Rp 250.00

Rp 7,110.00

N.6.23 Mengecat 1 M2 permukaan baja lapis seng (galbani) secara manual sistem 1 lapis cat mutakhir dengan tebal 200 µm 0.300 Kg Cat meni @ Rp 25,000.00 Rp 7,500.00 0.006 Oh Pekerja @ Rp 50,000.00 Rp 300.00 0.060 Oh Tukang cat @ Rp 70,000.00 Rp 4,200.00 0.012 Oh Kepala Tukang Cat @ Rp 100,000.00 Rp 1,200.00 0.006 Oh Mandor @ Rp 100,000.00 Rp 600.00

Rp 13,800.00

PEKERJAAN LISTRIK

SPL - 01 Mengerjakan 1 Titik Instalasi Penerangan 16.000 M' Kabel NYM (3x2,5) mm @ Rp 13,000.00 Rp 208,000.00 32.000 Bh Klem Kabel No. 10 @ Rp 500.00 Rp 16,000.00 1.000 Bh Pipa Instalasi Listrik @ Rp 8,000.00 Rp 8,000.00 1.000 Bh Inbow Dos @ Rp 5,000.00 Rp 5,000.00 4.000 Bh Las Dop @ Rp 500.00 Rp 2,000.00 4.000 Bh Isolasi @ Rp 7,000.00 Rp 28,000.00 1.000 Bh T - Dos 5/8" @ Rp 500.00 Rp 500.00 0.100 Ls Alat bantu @ Rp 5,000.00 Rp 500.00 0.500 Oh Tukang listrik @ Rp 90,000.00 Rp 45,000.00 0.500 Oh Kepala Tukang listrik @ Rp 100,000.00 Rp 50,000.00

Rp 363,000.00

SPL - 02 Mengerjakan 1 Titik Instalasi Stop Kontak 18.000 M' Kabel NYM (3x2,5) mm @ Rp 13,000.00 Rp 234,000.00 36.000 Bh Klem Kabel No. 10 @ Rp 500.00 Rp 18,000.00 5.000 Bh Pipa Instalasi Listrik @ Rp 8,000.00 Rp 40,000.00 1.000 Bh Inbow Dos @ Rp 5,000.00 Rp 5,000.00 6.000 Bh Las Dop @ Rp 500.00 Rp 3,000.00 4.000 Bh Isolasi @ Rp 7,000.00 Rp 28,000.00 1.000 Bh T - Dos 5/8" @ Rp 500.00 Rp 500.00 0.100 Ls Alat bantu @ Rp 5,000.00 Rp 500.00 0.500 Oh Tukang listrik @ Rp 90,000.00 Rp 45,000.00 0.500 Oh Kepala Tukang listrik @ Rp 100,000.00 Rp 50,000.00

Rp 424,000.00

SPL Mengerjakan 1 M2 Pasangan Paving Block 50.500 Bh Paving Block K300, Uk. 10 x 20 Tbl 8 cm @ Rp 1,200.00 Rp 60,600.00 0.100 M3 Pasir urug @ Rp 120,000.00 Rp 12,000.00 0.150 M3 Sirtu @ Rp 160,000.00 Rp 24,000.00 0.500 Oh Tukang Batu @ Rp 70,000.00 Rp 35,000.00 0.020 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 2,000.00 0.250 Oh Pekerja @ Rp 50,000.00 Rp 12,500.00 0.003 Oh Mandor @ Rp 100,000.00 Rp 300.00

Tebal 8 cm + Pasir Rp 122,400.00 Tebal 8 cm + Pasir + Sirtu Rp 146,400.00

SPL Mengerjakan 1 M' Cansteen Beton 0.068 M3 Galian Tanah @ Rp 40,000.00 Rp 2,700.00 0.108 M2 Plesteran Siar/Skoning 1 : 2 @ Rp 38,575.00 Rp 4,166.10

(Harga Diambil Dari Analisa Diatas) 2.200 Bh Cansteen Beton Uk. 20 x 25 x 50 @ Rp 35,000.00 Rp 77,000.00 0.010 M3 Pasir Urug @ Rp 120,000.00 Rp 1,200.00 0.150 Oh Pekerja @ Rp 50,000.00 Rp 7,500.00 0.120 Oh Tukang Batu @ Rp 70,000.00 Rp 8,400.00 0.012 Oh Kepala Tukang Batu @ Rp 100,000.00 Rp 1,200.00 0.010 Oh Mandor @ Rp 100,000.00 Rp 1,000.00

Rp 103,166.10

DAFTAR HARGA BAHAN DAN UPAH

Tahun Anggaran 2012

I. HARGA BAHAN

BAHAN BATU, PASIR, CIPPING DAN BATU MERAH SAT HARGABatu gunung Rp. 160,000.00Batu Kali Rp. 145,000.00Batu belah 7/10 Rp. 230,000.00Batu pecah 5/7 Rp. 245,000.00Pasir pasang Rp. 125,000.00Pasir beton Rp. 145,000.00Pasir beton (Kg) Kg Rp. 103.57Pasir urug Rp. 120,000.00split/chipping 2-3 cm Rp. 260,000.00split/chipping 2-3 cm(Kg) Kg Rp. 100.00Tanah Timbunan Rp. 150,000.00Krikil Rp. 275,000.00Krikil (Kg) Kg Rp. 200.00Sirtu Rp. 160,000.00Batu merah Bh Rp. 500.00Paving Block K300, Uk. 10 x 20 Tbl 8 cm Bj Rp. 1,200.00Cansteen Beton Uk. 20 x 25 x 50 Bj Rp. 35,000.00Air Ltr Rp. 300.00

BAHAN SEMENSemen PC 50kg (zak) Zak Rp. 54,000.00Semen Portland Kg Rp. 1,100.00Semen PC 40 kg (zak) Zak Rp. 44,000.00Semen Nat Kg Rp. 7,500.00Semen Putih Zak Rp. 53,000.00Semen warna Kg Rp. 1,600.00

BAHAN BESIBesi beton polos Kg Rp. 11,000.00Besi beton ulir Kg Rp. 12,000.00Besi Siku L. 50. 50. 5 Kg Rp. 14,900.00Besi Siku L. 60. 60. 6 Kg Rp. 16,400.00Besi Siku L. 70. 70. 7 Kg Rp. 15,300.00Besi Profil Kanal C. 125 x 50 x 20 x 2,3 Kg Rp. 13,500.00Besi Profil H Beam 300 x 300 x 10 x 15 Kg Rp. 16,100.00Besi Profil H Beam 200 x 200 x 8 x 12 Kg Rp. 22,500.00Besi Profil IWF Kg Rp. 16,900.00Plat Baja T = 10 mm Kg Rp. 17,000.00Plat Baja T = 8 mm Kg Rp. 18,900.00Plat Baja T = 5 mm Kg Rp. 19,700.00Plat Baja T = 2 mm Kg Rp. 19,700.00Kawat beton Kg Rp. 19,000.00Kawat Rang 3 x 3 M2 Rp. 17,500.00Paku Biasa 1/2" - 1" Kg Rp. 15,000.00Paku biasa 2" - 5" Kg Rp. 15,000.00Paku asbes Kg Rp. 27,500.00Paku beton Dos Rp. 25,000.00Paku pancing Kg Rp. 25,000.00Paku Sekrup Galvaniz Dia. 3 mm Bj Rp. 1,500.00Besi Hollow 20 x 40 x 1.8 mm M Rp. 25,200.00Besi Hollow 30 x 30 x 1.8 mm M Rp. 24,200.00Besi Hollow 30 x 30 x 2.3 mm M Rp. 30,800.00Besi Hollow 40 x 40 x 1.8 mm M Rp. 33,600.00Besi Hollow 40 x 40 x 2.3 mm M Rp. 43,100.00Besi Hollow Galvanis 2 x 4 MB, Tbl 0.7 mm M Rp. 6,700.00Besi Hollow Galvanis 4 x 4 MB, Tbl 0.7 mm M Rp. 8,100.00Besi strip Kg Rp. 11,600.00Baut - Baut Bh Rp. 9,000.00

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

M3

Baut Dia. 16 mm Bh Rp. 18,700.00Paku sekrup 3,5" Kg Rp. 40,000.00Paku sekrup 4"-6" Kg Rp. 25,000.00Jarum Pengeras Bh Rp. 175,000.00Pintu Aluminium M2 Rp. 880,000.00List Alluminium strip M Rp. 10,000.00Aluminium Composite Panel M2 Rp. 324,600.00Srews/sekrup Bh Rp. 1,000.00

BAHAN PLAPON DAN PARTISIMulripleks 1.22 x 2.44 x 4 mm Lbr Rp. 50,500.00Multipleks 1.22 x 2.44 x 6 mm Lbr Rp. 82,000.00Multipleks 1.22 x 2.44 x 9 mm Lbr Rp. 129,000.00Gypsumboard 9 mm Lbr Rp. 69,200.00Calsyboard 4 mm Lbr Rp. 55,000.00Teakwood Uk. 80 x 240 x 4 mm Lbr Rp. 65,000.00Plywood Uk.80x240 cm Tebal 4 mm Lbr Rp. 85,000.00Glass Wool DN City 48 kg/m2, Uk. 1.2 x 2.3 m, T = 5 cm Roll Rp. 230,000.00Lambrasering Aluminium L = 20 Cm M2 Rp. 580,000.00Lambrasering Aluminium L = 12 Cm M2 Rp. 455,000.00Jalusi Aluminium M2 Rp. 275,000.00Ramsel nails Bh Rp. 5,000.00UB 888/400 Compoud Kg Rp. 10,000.00Isolasi Gypsun Roll Rp. 35,000.00

BAHAN KERAMIKTegel keramik 40 x 40 cm (putih) Bh Rp. 8,000.00Tegel keramik 40 x 40 cm (Warna) Bh Rp. 9,100.00Tegel keramik 30 x 30 cm (putih) Bh Rp. 4,000.00Tegel keramik 30 x 30 cm (Warna) Bh Rp. 4,500.00Tegel keramik 20 x 20 cm (kasar) Bh Rp. 1,900.00Tegel keramik 20 x 20 cm (putih) Bh Rp. 1,700.00Tegel keramik 20 x 25 cm ( warna ) Dos Rp. 2,400.00Tegel keramik 10 x 10 cm ( putih ) Dos Rp. 500.00Tegel keramik 30 x 50 Cm Bh Rp. 8,500.00Tegel keramik Anti noda, T = 1 Cm, 60 x 60 Cm Bh Rp. 90,200.00Tegel keramik Anti noda, T = 1 Cm, 20 x 60 Cm Bh Rp. 30,000.00Tegel keramik 40 x 40 cm Dos Rp. 48,000.00Tegel keramik 30 x 30 cm impresso Dos Rp. 45,000.00Tegel keramik 20 x 20 cm kia Dos Rp. 42,500.00Tegel keramik 20 x 25 cm kia Dos Rp. 48,000.00Granit Lantai Type Starwhite, t = 2 cm Rp. 420,000.00Granit Dinding Type Starwhite, t = 2 cm Rp. 420,000.00Marmer Lantai Ex Ujungpandang, t = 2 cm Rp. 638,000.00Marmer Dinding Ex Ujungpandang, t = 2 cm Rp. 638,000.00Plint Granit Type Starwhite, t = 2 cm M Rp. 70,000.00Plint Keramik 15 x 60 cm M Rp. 22,500.00Batu Alam Undersheet Rp. 195,000.00

BAHAN ATAPGenteng keramik Natural Bh Rp. 9,000.00Karet Pelapis Genteng Rp. 10,000.00Nok genteng keramik Natural Bh Rp. 19,000.00Atap Genteng Bitumen Uk. 106 x 40 x 0.3 Lbr Rp. 64,200.00Nok Atap Bitumen Uk. 50 x 90 x 0.3 Lbr Rp. 81,200.00Rangka Atap Baja Ringan Rp. 190,000.00Aluminium foil/sisalation single type Rp. 15,000.00Ancor / Seng Pelapis Genteng Rol Rp. 2,500,000.00

BAHAN SENG/ALUMINIUMSeng plat BJLS 0.30 Lbr Rp. 49,500.00Seng plat BJLS 0.28 Lbr Rp. 60,000.00Seng gelombang BWG 34 " BJLS 0.18 mm Kaki Rp. 6,500.00

M2

M2

M2

M2

M2

M2

M2

M2

Seng gelombang BWG 33 " BJLS 0.22 mm Kaki Rp. 7,000.00Seng gelombang BWG 32 " BJLS 0.30 mm Kaki Rp. 8,900.00Seng gelombang BWG 28 " BJLS 0.35 mm Kaki Rp. 14,000.00Kusen Aluminium Warna 4" x 1 3/4" M' Rp. 116,800.00Bingkai Pintu Aluminium Warna 4" x 1 1/2" M' Rp. 108,000.00Bingkai Pintu / Rangka Partisi Aluminium Warna 3" x 1 1/2" M' Rp. 92,500.00Bingkai Jendela Aluminium Warna (2"x1") M' Rp. 74,400.00Cubical Toilet 12 mm Laminated (Harga Terpasang) M' Rp. 3,250,000.00

BAHAN KAYUKayu klas I (balok) untuk kuda-kuda Rp. 8,000,000.00Kayu klas II (balok) Rp. 4,000,000.00Kayu klas II (papan) Rp. 4,500,000.00Kayu klas III (balok) Rp. 2,500,000.00Kayu klas III (papan) Rp. 3,000,000.00Kayu klas I (papan) listplank dan pintu/jendela Rp. 9,500,000.00

Btg Rp. 15,000.00Kayu klas I (balok) untuk kosen pintu/jendela Rp. 9,000,000.00HPL Uk. 120 x 240 Lbr Rp. 200,000.00Woodplank T. 8 x 300 x 4000 mm Lbr Rp. 90,000.00

BAHAN KUNCI, ENGSEL, GRENDEL DAN HAK ANGINKunci tanam biasa (2 x Slag) Bh Rp. 227,000.00Kunci tanam silinder Bh Rp. 350,000.00Kunci selot Bh Rp. 500,000.00Kunci selot biasa Bh Rp. 225,000.00Kunci tanam biasa Bh Rp. 150,000.00Flooring engsel Psg Rp. 900,000.00Engsel pintu Kw.1 Bh Rp. 28,000.00Engsel jendela Kw.1 Bh Rp. 25,000.00Grendel jendela Kw.1 Bh Rp. 28,000.00Kait angin Bh Rp. 20,000.00Grendel tanam Bh Rp. 150,000.00Door closer/espanyolet Bh Rp. 250,000.00Door Holder Bh Rp. 150,000.00Door stop Bh Rp. 75,000.00

BAHAN KACAKaca bening 3 mm Rp. 50,000.00Kaca bening 5 mm Rp. 70,000.00Kaca buram 5 mm Rp. 95,000.00Kaca Ryben 5mm Rp. 150,000.00Kaca Stopsol Laminated 8 mm Rp. 637,300.00Kaca nako lengkap teralis set Rp. 300,000.00Pintu Kaca Tempered 12 mm Rp. 1,435,000.00Karet List Kaca M' Rp. 2,500.00

BAHAN CATCat tembok Kw. 1 Kg Rp. 57,500.00Cat tembok Kw. 1 (Exterior) Kg Rp. 65,000.00Cat tembok Kw. 2 Kg Rp. 29,000.00Cat Seng Kg Rp. 40,000.00Cat kayu Kg Rp. 50,000.00Cat Besi Kg Rp. 50,000.00Minyak bekisting Ltr Rp. 7,500.00Cat meni Kg Rp. 25,000.00Plamur tembok Kg Rp. 21,000.00Lem kayu Kg Rp. 25,000.00Residu Ltr Rp. 5,000.00Kertas amplas Lbr Rp. 2,500.00Dempul Kg Rp. 21,000.00Minyak cat Kg Rp. 18,000.00Cat dasar Kg Rp. 17,000.00Cat dasar Kayu Kg Rp. 50,000.00Cat Waterproofing Ltr Rp. 65,000.00

M3

M3

M3

M3

M3

M3

Dolken kayu Ø8-10/400 cmM3

M2

M2

M2

M2

M2

M2

Coating Ltr Rp. 50,000.00

BAHAN SANITASICloset duduk Lengkap Bh Rp. 1,850,000.00Bath tub + Acs Bh Rp. 8,500,000.00Closet jongkok Bh Rp. 175,000.00Urinoir Type U57, Lengkap Bh Rp. 1,900,000.00Wastafel Keramik Bh Rp. 400,000.00Roof drain Bh Rp. 50,000.00Floor drain Stainlees Bh Rp. 35,000.00Seal tape Bh Rp. 3,500.00Kran air Biasa 1/2" - 3/4" Bh Rp. 35,000.00Kran air ganda 1/2" - 3/4" Bh Rp. 250,000.00Kran Shower Bh Rp. 50,000.00Shower + Acc Set Rp. 265,000.00Stop kran Bh Rp. 45,000.00Washbasin stainless stel Bh Rp. 250,000.00Waterdrain + Accesoriss Bh Rp. 50,000.00Reservoir stainless steel Kap. 1 M3 Bh Rp. 2,750,000.00Tempat Sabun Dinding Bh Rp. 150,000.00Saringan got Bh Rp. 35,000.00

BAHAN PIPAPipa PVC AW Dia. 15 mm (1/2'') M' Rp. 7,500.00Pipa PVC AW Dia. 20 mm (3/4'') M' Rp. 6,000.00Pipa PVC AW Dia. 25 mm (1'') M' Rp. 8,700.00Pipa PVC AW Dia. 32 mm (1 1/4'') M' Rp. 11,800.00Pipa PVC AW Dia. 40 mm (1 1/2'') M' Rp. 15,400.00Pipa PVC AW Dia. 50 mm (2'') M' Rp. 21,900.00Pipa PVC AW Dia. 65 mm (2 1/2'') M' Rp. 28,200.00Pipa PVC AW Dia. 80 mm (3'') M' Rp. 43,000.00Pipa PVC AW Dia. 100 mm (4'') M' Rp. 66,500.00Pipa PVC AW Dia. 200 mm (8'') M' Rp. 197,900.00Pipa PVC Type D, Dia. 150 mm (6'') M' Rp. 115,300.00Pipa PVC Type D, Dia. 100 mm (4'') M' Rp. 50,900.00

Pipa PVC Type D, Dia. 80 mm (3'') M' Rp. 33,900.00Pipa PVC Type D, Dia. 65 mm (2 1/2'') M' Rp. 24,200.00Pipa PVC Type D, Dia. 50 mm (2'') M' Rp. 15,300.00Pipa PVC Air Panas 1/2'' M' Rp. 41,200.00Pipa GIP Medium Class Dia. 100 mm (4") M' Rp. 295,200.00Pipa GIP Medium Class Dia. 80 mm (3") M' Rp. 208,300.00Pipa GIP Medium Class Dia. 65 mm (2 1/2") M' Rp. 160,100.00Pipa GIP Medium Class Dia. 50 mm (2") M' Rp. 125,400.00Pipa GIP Medium Class Dia. 40 mm (1 1/2") M' Rp. 88,800.00Pipa GIP Medium Class Dia. 32 mm (1 1/4") M' Rp. 76,400.00Pipa GIP Medium Class Dia. 25 mm (1") M' Rp. 60,000.00Pipa GIP Medium Class Dia. 20 mm (3/4") M' Rp. 38,800.00Pipa GIP Medium Class Dia. 15 mm (1/2") M' Rp. 30,000.00Pipa BS Medium Class Dia. 100 mm (4") M' Rp. 252,000.00Pipa BS Medium Class Dia. 80 mm (3") M' Rp. 177,800.00Pipa BS Medium Class Dia. 65 mm (2 1/2") M' Rp. 136,700.00Pipa BS Medium Class Dia. 50 mm (2") M' Rp. 107,100.00Pipa BS Medium Class Dia. 40 mm (1 1/2") M' Rp. 75,800.00Pipa BS Medium Class Dia. 32 mm (1 1/4") M' Rp. 65,900.00Pipa BS Medium Class Dia. 25 mm (1") M' Rp. 51,200.00Pipa BS Medium Class Dia. 20 mm (3/4") M' Rp. 33,100.00Pipa BS Medium Class Dia. 15 mm (1/2") M' Rp. 25,600.00Lem pipa Klg Rp. 35,000.00

BAHAN LISTRIKLampu Pijar 40 Watt Bh Rp. 6,000.00Lampu Pijar 15 Watt Bh Rp. 5,000.00Lampu Downlight DL PLC 9 Watt Bh Rp. 160,000.00Lampu RMI 2 x 40 Watt, Tutup Metal Louvre Lengkap Set Rp. 675,000.00Lampu TL 1 x 40 Watt Set Rp. 93,000.00Lampu SL-E 15 Watt Bh Rp. 33,600.00Lampu SL-E 18 Watt Set Rp. 36,000.00Lampu SL-E 23 Watt Bh Rp. 42,000.00Lampu Hias Set Rp. 3,850,000.00Ceiling Fan For Lavatory/Wc Set Rp. 325,000.00Stop Kontak Kw. 1 16A Bh Rp. 48,000.00Stop Kontak AC Kw. 1 c/w Fuse Bh Rp. 75,000.00Saklar Tunggal Kw. 1 Bh Rp. 40,000.00Saklar Ganda Kw. 1 Bh Rp. 45,000.00Klem Kabel No. 10 Bh Rp. 500.00Pipa Instalasi Listrik Bh Rp. 8,000.00Inbow Dos Bh Rp. 5,000.00Las Dop Bh Rp. 500.00Isolasi Bh Rp. 7,000.00T - Dos 5/8" Bh Rp. 500.00Fitting Bh Rp. 10,000.00Kabel NYM (2x2,5) mm M' Rp. 10,000.00Kabel NYM (3x2,5) mm M' Rp. 13,000.00Kabel NYY (4x6) mm M' Rp. 42,200.00Kabel NYY (4x10) mm M' Rp. 67,400.00MCB 6A Ex. Supran Bh Rp. 61,200.00MCB 32A Ex. Supran Bh Rp. 85,000.00Fuse Box Bh Rp. 150,000.00Kotak Panil + MCB + Pentanahan Set Rp. 450,000.00Pengadan dan pemasangan lampu TL 2x36 W Bh Rp. 315,000.00Pengadan dan pemasangan lampu TL 2x18 W Bh Rp. 225,000.00Pengadan dan pemasangan lampu SL 25 W Bh Rp. 98,000.00Pengadan dan pemasangan lampu SL 18 W Bh Rp. 85,000.00Pengadan dan pemasangan lampu Douwn Light SL 25 W Bh Rp. 175,000.00Pengadan dan pemasangan lampu gantung SL 25 W Bh Rp. 98,000.00Pengadan dan pemasangan lampu SL 18 W Bh Rp. 85,000.00Pengadan dan pemasangan lampu kolom SL 25 W Bh Rp. 98,000.00Pengadan dan pemasangan lampu gantung SL 25 W Bh Rp. 98,000.00Kotak kontak biasa 200 VA Bh Rp. 40,000.00Kotak kontak khusus 1000 VA Bh Rp. 49,000.00

Pengadan dan pemasangan saklar ganda Bh Rp. 38,500.00Pengadan dan pemasangan saklar tunggal Bh Rp. 35,000.00Instalasi cahaya Ttk Rp. 95,000.00Instalasi KKB 200 VA Ttk Rp. 90,000.00Instalasi KKK 1000 VA Ttk Rp. 105,000.00Pengadan dan pemasangan panel penerangan Set Rp. 3,000,000.00Tranking kabel M' Rp. 210,000.00Distribustion panel + acc Set Rp. 4,000,000.00Kabel NYFGby 4 x 16 mm2 M' Rp. 50,000.00Alat bantu Ls Rp. 5,000.00

BAHAN LAIN - LAINSpacer/formite/penjaga jarak bekisting Bh Rp. 7,500.00Sealent Tube Rp. 90,000.00Sektrup Fixer Bh Rp. 1,800.00

Unit Rp. 1,900,000.00Karpet KW 1 M2 Rp. 350,000.00Underlayer/rubber corrugate M2 Rp. 75,000.00Lem Karpet Kg Rp. 17,500.00AC Split 1 PK Unit Rp. 5,600,000.00AC Split 1 1/2 PK Unit Rp. 7,200,000.00Kabel Tray, 300 mm M' Rp. 250,000.00Kabel Duct, 20 mm M' Rp. 125,000.00Kabel Duct, 10 mm M' Rp. 100,000.00Solar Ltr Rp. 6,500.00Minyak pelumas Ltr Rp. 35,000.00Sewa Alat Jam Rp. 150,000.00

Pompa Air Booster (Lengkap Preasure Tank Dan Pengabelan)

II. HARGA UPAH KERJA

Tukang kayu Oh Rp. 70,000.00Tukang las Oh Rp. 80,000.00Tukang Pipa Oh Rp. 80,000.00Tukang gali Oh Rp. 70,000.00Tukang batu Oh Rp. 70,000.00Tukang besi Oh Rp. 80,000.00Tukang cat Oh Rp. 70,000.00Tukang listrik Oh Rp. 90,000.00Kepala Tukang Kayu Oh Rp. 100,000.00Kepala Tukang Batu Oh Rp. 100,000.00Kepala Tukang Cat Oh Rp. 100,000.00Kepala Tukang Listrik Oh Rp. 100,000.00Kepala Tukang Pipa Oh Rp. 100,000.00Kepala Tukang Besi Oh Rp. 100,000.00Mandor Oh Rp. 100,000.00Pekerja Oh Rp. 50,000.00




FORMULIR REKAPITULASI PERHITUNGAN TINGKAT KOMPONEN DALAM NEGERI

URAIAN PEKERJAANNILAI GABUNGAN BARANG DAN JASA TKDN

KDN KLN Total Gabungan

A. Barang

I. Material Langsung (Bahan Baku) Rp 1,340,527,075.31 Rp 84,993,565.69 Rp 1,425,520,641.00 94.04%

II. Peralatan (Bahan Jadi) Rp - Rp - Rp -

Sub Total Barang (A) Rp 1,340,527,075.31 Rp 84,993,565.69 Rp 1,425,520,641.00 94.04%

B. Jasa

III. Manajemen Proyek & Perekayasaan Rp 241,531,017.22 Rp - Rp 241,531,017.22 15.88%

IV. Alat Kerja / Fasilitas kerja Rp 395,362,658.83 Rp - Rp 395,362,658.83 26.00%

V. Konstruksi & Fabrikasi Rp - Rp - Rp -

VI. Jasa Umum Rp 884,003,523.04 Rp - Rp 884,003,523.04 58.12%

Sub Total Jasa (B) Rp 1,520,897,199.09 Rp - Rp 1,520,897,199.09 100.00%

C. Total Biaya Rp 2,861,424,274.40 Rp 84,993,565.69 Rp 2,946,417,840.09 97.12%

% TKDN Gabungan Barang & Jasa =Biaya Gabungan (9C) - Biaya Gabungan LN (9B)

Biaya Gabungan (9C)

= 97.12%


Penawar,


I S K A N D A R

Direktur

Barang /Jasa

JADWAL WAKTU PELAKSANAAN (TIME SCHEDULE) PEMBANGUNAN GEDUNG BADAN KOORDINASI PENANAMAN MODAL DAERAH TAHAP III


NO. JENIS PEKERJAAN NILAI % Skala1 2 3 4 5

I II III IV V VI VII VIII IX X XI XII XIII XIV XV XVI XVII

I PEKERJAAN PERSIAPAN Rp. 48,000,000.00 1.63% 0.543 0.181 0.181 0.181 0.181 0.362

II PEKERJAAN ARSITEKTUR Rp. 1,588,356,524.20


A. Lantai I (Dasar) Rp. 903,380.575 0.03% 0.01 0.02

B. Lantai II (Dua) Rp. 853,192.765 0.03% 0.01 0.019

C. Lantai III (Tiga) Rp. 1,279,789.147 0.04% 0.014 0.029

D. Lantai IV (Empat) Rp. 426,596.382 0.01% 0.005 0.01

E. Lantai V (Lima) Rp. 2,165,426.744 0.07% 0.024 0.049

F. Lantai VI (Enam) Rp. 6,323,664.022 0.21% 0.072 0.143

G. Lantai VII (Tujuh) Rp. 5,018,780.970 0.17% 0.057 0.114


A. Lantai I (Dasar) Rp. 24,251,481.231 0.82% 0.249 0.274 0.299

B. Lantai II (Dua) Rp. 11,958,967.198 0.41% 0.123 0.135 0.148

C. Lantai III (Tiga) Rp. 32,891,143.198 1.12% 0.338 0.372 0.406

D. Lantai IV (Empat) Rp. 12,359,409.570 0.42% 0.127 0.14 0.153

E. Lantai V (Lima) Rp. 12,359,409.570 0.42% 0.127 0.14 0.153

F. Lantai VI (Enam) Rp. 37,663,293.388 1.28% 0.387 0.426 0.465

G. Lantai VII (Tujuh) Rp. 34,674,577.144 1.18% 0.357 0.392 0.428

H. Rp. 10,687,103.943 0.36% 0.11 0.121 0.132


A. Lantai I (Dasar) Rp. 33,926,062.990 1.15% 0.48 0.672

B. Lantai II (Dua) Rp. 21,775,000.000 0.74% 0.308 0.431


D. Lantai IV (Empat) Rp. 64,058,727.515 2.17% 0.906 1.268

E. Lantai V (Lima) Rp. 61,144,203.715 2.08% 0.865 1.211




B. Lantai II (Dua) Rp. 11,016,571.305 0.37% 0.196 0.178


H. Lantai VIII (Delapan) Rp. 3,232,131.579 0.11% 0.057 0.052


A. Lantai I (Dasar) Rp. 33,620,205.618 1.14% 0.415 0.38 0.346

B. Lantai II (Dua) Rp. 47,768,505.100 1.62% 0.59 0.54 0.491

C. Lantai III (Tiga) Rp. 71,574,021.814 2.43% 0.883 0.81 0.736

D. Lantai IV (Empat) Rp. 22,067,014.814 0.75% 0.272 0.25 0.227

E. Lantai V (Lima) Rp. 36,451,021.814 1.24% 0.45 0.412 0.375

F. Lantai VI (Enam) Rp. 46,035,318.984 1.56% 0.568 0.521 0.473

G. Lantai VII (Tujuh) Rp. 44,199,589.750 1.50% 0.545 0.5 0.455

H. Rp. 64,087,654.086 2.18% 0.791 0.725 0.659

VI Pekerjaan Lantai


B. Lantai II (Dua) Rp. 9,957,266.904 0.34% 0.161 0.177



E. Lantai V (Lima) Rp. 12,641,237.694 0.43% 0.204 0.225



H. Rp. 39,538,441.140 1.34% 0.639 0.703



B. Lantai II (Dua) Rp. 20,711,612.500 0.70% 0.335 0.368



E. Lantai V (Lima) Rp. 24,497,325.000 0.83% 0.396 0.436



H. Rp. 11,000,000.000 0.37% 0.178 0.196

VIII Pekerjaan Lain - Lain Rp. 355,245,387.070 12.06% 0.754 0.904 1.055 1.206 1.356 1.507 1.356 1.206 1.055 0.904 0.754

III PEKERJAAN ELEKTRIKAL Rp. 388,384,400.00

A. Panel Instalasi 131,200,000.000 4.45% 2.169 2.055 0.228

B. Kabel Distribusi 14,848,000.000 0.50% 0.504

C. Armateaur Lampu, Dll 242,336,400.000 8.22% 2.742 2.742 2.742

IV Rp. 765,279,140.75 25.97% 1.06 1.378 1.696 2.014 2.332 2.65 2.968 3.286 2.756 2.226 1.696 1.166 0.636 0.106

V PEKERJAAN SITE DEVELOPMENT Rp. 156,397,775.13

- Pekerjaan Jalan Dan Parkir 118,973,840.340 4.04% 0.734 0.808 0.881 0.808 0.808

- Pekerjaan Taman 18,935,394.800 0.64% 0.306 0.337

- Pekerjaan Pagar Depan 18,488,539.992 0.63% 0.299 0.329

TOTAL Rp. 2,946,417,840.09 100.00% 1.29 1.14 2.61 2.98 3.42 4.64 5.32 7.47 9.11 10.78 10.17 8.10 8.34 9.21 9.86 4.33 1.25

Total Progres 20,711,612.50 1.3 2.4 5.0 8.0 11.4 16.1 21.4 28.9 38.0 48.7 58.9 67.0 75.3 84.6 94.4 98.8 100




Lantai VIII (Delapan), IX (Sembilan) Dan Dudukan Tangki Air


Lantai VIII (Delapan) Dan Lantai IX (Sembilan)


PEKERJAAN ORNAMEN ATAP (SCLUPTURE ATAP)

100

90

80

70

60

50

40

30

20

10

0

bkpmd buang 7.01%.xls

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