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Nama Barang

H BEAM & WF BEAM :

HB 350 X 350 X 12 X 19 X 12 M

HB 200 X 200 X 8 X 12 X 12 M

WF 300 X 150 X 6,5 X 9 X 12 M

WF 250 X 125 X 6 X 9 X 12 M

WF 200 X 100 X 5,5 X 8 X 12 M

WF 150 X 75 X 5 X 7 X 12 M

KANAL C / CNP :

150 X 50 X 20 X 3,2 mm X 6 M

STEEL PLATE :

20 mm X 4' X 8'

12 mm X 4' X 8'

9 mm X 4' X 8'

6 mm X 4' X 8'

KANAL U / UNP :

150 X 75X 6,5 mm X 6 M EQ

PIPA HITAM MEDIUM :

Ø 1 1/2" X 6 M

PLAT BORDES :

6 mm X 4' X 8'

SIKU :

75 X 75 X 8 mm X 6 M

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Qtty Brat !Kg"

17 1,644 27,948

1 599 599

21 440 9,248

24 355 8,520

2 256 512

21 168 3,528

122 40.6 4,948

2 467 934

4 280 1,120

8 210 1,680

8 140 1,120

6 112 672

6 22 130

4 145 580

5 54 271

  #$%$$

#$%'(

Brat

/)n*t!Kg"

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480

72

552

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Nama Barang

H BEAM & WF BEAM :

HB 350 X 350 X 12 X 19 X 12 M

HB 200 X 200 X 8 X 12 X 12 M

WF 300 X 150 X 6,5 X 9 X 12 MWF 250 X 125 X 6 X 9 X 12 M

WF 200 X 100 X 5,5 X 8 X 12 M

WF 150 X 75 X 5 X 7 X 12 M

KANAL C / CNP :

150 X 50 X 20 X 3,2 mm X 6 M

STEEL PLATE :

20 mm X 4' X 8'

12 mm X 4' X 8'

9 mm X 4' X 8'

6 mm X 4' X 8'

KANAL U / UNP :

150 X 75X 6,5 mm X 6 M EQPIPA HITAM MEDIUM :

Ø 1 1/2" X 6 M

PLAT BORDES :

6 mm X 4' X 8'

SIKU :

75 X 75 X 8 mm X 6 M

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Qtty Brat !Kg" Harga Sat)an !R+" T,ta- Harga !R+"

17 1,644 27,948 11,433,273 194,365,636

1 599 599 4,084,091 4,084,091

21 440 9,248 3,000,000 63,000,00024 355 8,520 2,420,455 58,090,909

2 256 512 1,745,455 3,490,909

21 168 3,528 1,145,455 24,054,545

122 40.6 4,948 0

2 467 934 2,780,773 5,561,545

4 280 1,120 1,629,091 6,516,364

8 210 1,680 1,431,818 11,454,545

8 140 1,120 954,545 7,636,364

6 112 672 656,000 3,936,000

6 22 130 195,000 1,170,000

4 145 580 1,008,500 4,034,000

5 54 271 339,000 1,695,000

  #$%$$

T,ta- Harga .(%(%((

PPN $0 .%(%(($

TOTAL HAR1A PENAWARAN 2'3%((%(

#$%'(

Brat

/)n*t

!Kg"

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  6,954.55 7,650.00

6,818.18 7,500.00

6,811.99 7,493.196,818.18 7,500.00

6,818.18 7,500.00

6,818.18 7,500.00

5,954.55 6,550.00

5,818.18 6,400.00

6,818.18 7,500.00

6,818.18 7,500.00

5,857.14 6,442.86

8,977.90 9,875.69

6,955.17 7,650.69

6,256.92 6,882.61

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Contoh Misal :

- Panjang Bangunan : 12 Meter

- Lebar Bangunan : 7 Meter- Oversteck/teritis Bangunan : 0.6 Meter

- Kemiringan ta! : "0 #erajat

Menentukan Luas Datar :

- Luas $atar % &Panjang ' Oversteck ( ) & Lebar ' Oversteck(

- Menuntukan Luas Miringn*a % Luas $atar / Kemiringan ta!12+.,+26,

% &12'0.6'0.6( ) &7'0.6'0.6( % 108.24 M2

- Kemiringan ta! % "0 #erajat &Cosinus : 0.8660(

%124.98 M2

- Maka Luas ta! Baja ingan a#aa % 124.98 M2

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 344 57

ama

1 russ 57.60 48 BM2 russ 57.70 48 BM

" russ 57.7 48 BM

+ russ 57.7 48 94

russ 57.6 48 L;

6 russ 57.7 48 4O

7 russ 57.7 48 anggu

russ 57.100 48

, russ 57.100 48

10 russ 57.100 5BM

11 russ 57.100 48 4O 12 russ 57.0 48 4O

1" russ 57.7 48 4

ama

1 eng 2.+

2 eng "0.+ BM

" eng "0.+ 9$

+ eng "1.+

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12 ;r#eck / Bn#ek %1mm 1000 mm

?iremes

ama

1 ?iremes M10 48

2 ?iremes M6 48

" ?iremes M7 48

+ ?iremes M 48

9

ama

1 9 meni 2/+ t 0.2

2 9 meni +/+ t 0.2

" 9 2/+ =avanis PrC 0."

+ 9 +/+ =avanis PrC 0."

9 !us 2/+ ai 9itam

6 9 !us 2/+ ai Kuning

7 9 !us 2/+ ai Kuning 9itam

9 !us 2/+ ai Kuning 9itam

, 9 !us 2/+ ai Mera

10 9 !us 2/+ ai Puti

11 9 !us +/+ ai 9itam

12 9 !us +/+ ai Kuning

1" 9 !us +/+ ai Mera

1+ 9 !us +/+ ai Mera 9ijau

1 9 !us +/+ ai Puti

16 9 !us2/+ ai Mera 9ijau

=*!sum

ama

1 !us , mm

2 >cg*! mm

" >e!an ,mm

+ Da*abar# ,mm

Da*abar# anti air

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6 Km!un# !us

7 Km!un# Da*a

 aang E umunium ;i

ama

1 umunium ;i BBL> =>L 3$ ec

2 umunium ;i #ube 4;

" umunium ;i 4ingge 4;

+ Pat @inc 120 0."0mm

Pat @inc 120 0."mm

6 Pat @inc 60 0.2mm

7 Pat @inc 60 0."0mm

Pat @inc ,0 0.2mm

, Pat @inc ,0 0."0mm10 aang Durai $aam P "m

11 aang @incaume Ktak 0.+ /m

Lis!ang =5 E 4cre

ama

1 Lis!ang Kasi!ank jati 20 cm

2 Lis!ang Kasi!ank jati "0 cm

" Lis!ang Kasi!ank !s 20 cm

+ Lis!ang Kasi!ank !s "0 cm

Lis!ang 4u!er !ank =5 10 cm

6 Lis!ang su!er !ank =5 20 cm

7 Lis!ang su!er !ank =5 "0 cm

4cre $inab 10)6

, 4cre $inab 10)

10 4cre eng 10)16

11 4cre Cng .

12 4cre Cng 7

1" 4cre russ 12)20

 abe $a

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" angka ta! 57.7 48 8m!rt

+ angka ta! 57.7 as

angka ta! 57.70 anggu

6 angka ta! 57.70 48 8m!rt

7 umunium ;i 4inge

umunium ;i $ube

, Dasa Pemasangan angka

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Merek $eskri!si 9arga /Btg

BM . 0.60 5F Panjang 6m 2F000BM . 0.70 5F Panjang 6m F000

BM . 0.7 5F Panjang 6m 60F000

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4u!er Batuan / Pri 77cm ) 05m 0.2 +2F000

4ur*a < 77cm ) 05m 0."0 iuar 0."( 77F000

4ur*a < ". 5m ) 0 5m 0."0 "6F000

Merek $eskri!si 9arga /m

4emua Merek Matrea Buesc!e 0."0 ++F00

4emua Merek Matrea Buesc!e 0." +,F00

4emua Merek Matrea Buesc!e 0.+ +F00

4emua Merek Matrea Buesc!e 0.+ ,F00

4emua Merek Matrea Buesc!e 0. 6+F00

Maja /

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e!an 1.2 ) 2.+ 6+F000

 Da*a / Bra 1.2 ) 2.+ 72F000

 Da*a / Bra - 120F000

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!us 20 Kg F000

 Da*a / Bra 20 Kg 60F000

-

Merek $eskri!si 9arga

00F000

4un

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48 0.7 Matrea 8m!rt 48 0.7 &merek ti#ak mengikat( 11F000

 4O 4O 57.7 1"0F000

 anggu / Bue4c Matrea Buesc!e / anggu 0.70 11F000

48 0.70 Matrea 8m!rt 48 0.70 &merek ti#ak mengikat( 10F000

4; ?

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Km : ?; "00.10.6F.,

4!an/a

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