RAPP Tugu Kujang

PERIODE JULI 2009

No. Jenis Material Harga Harga 2 Satuan Keterangan

1 Semen Tipe 1 Rp55,000.00 Zak

2 Pasir Rp190,000.00 Rp209,000.00 m3 Harga 2 stlh diayak

3 Split Rp160,000.00 Rp208,000.00 m3 Harga 2 stlh diayak

4 Beton K-300 Rp600,000.00 m3

5 Upah Pekerja Rp55,000.00 m2

6 Besi Rp8,000.00

7 Rp21,306.24 btg 6

8 Rp37,877.76 btg 8

9 Rp47,939.04 btg 9

9 Rp59,184.00 btg 10

10 Rp85,224.96 btg 12

11 Rp100,020.96 btg 13

13 Rp116,000.64 btg 14

14 Rp151,511.04 btg 16

15 Rp191,756.16 btg 18

16 Rp213,654.24 btg 19

17 Rp236,736.00 btg 20

18 Rp286,450.56 btg 22

19 Rp369,900.00 btg 25

20 Rp464,002.56 btg 28

21 Rp497,737.44 btg 29

Tulangan Ø 6

Tulangan Ø 8

Tulangan Ø 9

Tulangan Ø 10

Tulangan Ø 12

Tulangan Ø 13

Tulangan Ø 14

Tulangan Ø 16

Tulangan Ø 18

Tulangan Ø 19

Tulangan Ø 20

Tulangan Ø 22

Tulangan Ø 25

Tulangan Ø 28

Tulangan Ø 29

22 Rp606,044.16 btg 32

23 Rp767,024.64 btg 36

24 Rp946,944.00 btg 40

25 Rp1,479,600.00 btg 50

No. Jenis Material Harga Satuan

Kawat Bendrat Rp13,200.00 /kg Rp330,000.00

Styrofoam Tangga Rp400,000.00 /m3

Batu Kali Rp200,000.00 /m3

Connector Rp10,000.00 /kg

SP04 Rp83,103.99 /m2

SP06 Rp91,739.71 /m2

SP08 Rp100,374.63 /m2

SP10 Rp109,009.95 /m2

SP12 Rp117,645.27 /m2

SP14 Rp126,280.59 /m2

SP16 Rp134,915.90 /m2

SP18 Rp143,551.22 /m2

SP20 Rp152,186.54 /m2

SP22 Rp160,821.86 /m2

SP24 Rp169,457.18 /m2

SP44 Rp0.00 /m2

Floor Panel 10 Rp109,009.95 /m2

Floor Panel 12 Rp117,645.27 /m2

DB 4 cm (Core 6 cm) Rp181,207.98 /m2

Tulangan Ø 32

Tulangan Ø 36

Tulangan Ø 40

Tulangan Ø 50

DB 4 cm (Core 8 cm) Rp185,207.98 /m2

DB 4 cm (Core 10 cm) Rp189,207.98 /m2

Wiremesh Lurus Rp7,135.60 / m

Wiremesh Siku Rp7,492.38 / m

Wiremesh U Rp7,492.38 / m

Schaffolding Rp20,000.00 /m2

Galian Rp15,000.00 /m3

Skim Coat Rp60,000.00 /zak 30 kg

Kirim Rp0.00 / truk

T-Beam Rp45,100.00 / m

DAFTAR HARGA PENGIRIMAN DARI BANDUNG

No. Tujuan (1.8 x 4.2) (2.5 x 6.4) (3.4 x 9)

1 Jakarta Rp900,000.00 Rp1,500,000.00 Rp2,500,000.00

Harga 2 stlh diayak 2 Tangerang Rp850,000.00 Rp1,700,000.00 Rp2,700,000.00

Harga 2 stlh diayak 3 Semarang Rp3,500,000.00 Rp4,500,000.00 Rp7,000,000.00

4 Surabaya Rp3,000,000.00 Rp5,500,000.00 Rp7,000,000.00

5 Bali Rp5,000,000.00 Rp7,000,000.00 Rp8,500,000.00

6 Padang Rp7,500,000.00 Rp15,000,000.00 Rp19,000,000.00

7 Yogya Rp3,500,000.00 Rp4,500,000.00 Rp7,000,000.00

/ 25kg

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VOLUME PANEL DINDING

LANTAI DASAR

No UraianDINDING LUAS BUKAAN

P (m) T (m) Luas (m2) Jendela (m2) Pintu (m2)DINDING LUAR

1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 0

Jumlah 0

KEBUTUHAN BESI STEKBesi Stek R 10 mm untuk Balok/Sloof = 0 0 mBesi Stek R 10 mm untuk Kolom = 0 0 m

KEBUTUHAN WIRE MESHU mesh = 6 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)


P (m) T (m) Luas (m2) Jendela (m2) Pintu (m2)DINDING DALAM

1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 0

Jumlah 0

KEBUTUHAN BESI STEKBesi Stek R 10 mm untuk balok/sloof = 0 0 mBesi stek R 10 mm untuk Kolom = 0 0 m

KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)

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Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)

VOLUME PANEL DINDING PER LANTAI DASAR

No Product Quantity Sat

EXTERNAL WALL1 Single Panel 0.00 m22 Besi Stek dia 10 mm 0.00 btg3 U Mesh 6.00 m4 Cross Brace 0.00 m5 Wiremesh Siku 0.00 m

INTERNAL WALL6 Single Panel 0.00 m27 Besi Stek dia 10 mm 0.00 btg8 U Mesh 0.00 m9 Cross Brace 0.00 m

10 Wiremesh Siku 0.00 m

LANTAI 1



1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0


KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m

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Wire mesh SIKU = 0 m (manual)



1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0



VOLUME PANEL DINDING PER LANTAI 2





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LANTAI 3



1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0





1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0

KEBUTUHAN BESI STEK

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Besi Stek R 10 mm untuk balok/sloof = 0 0 mBesi stek R 10 mm untuk Kolom = 0 0 m


VOLUME PANEL DINDING PER LANTAI 3





LANTAI 4



1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0

KEBUTUHAN BESI STEKBesi Stek R 10 mm untuk balok/sloof = 0 0 m

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Besi stek R 10 mm untuk Kolom = 0 0 m




1 0 0 0 0 02 0 0 0 0 03 0 0 0 0 04 0 0 0 0 05 0 0 0 0 06 0 0 0 0 07 0 0 0 0 08 0 0 0 0 09 0 0 0 0 0

10 0 0 0 0 0

Jumlah 0



VOLUME PANEL DINDING PER LANTAI



INTERNAL WALL6 Single Panel 0.00 m27 Besi Stek dia 10 mm 0.00 btg

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8 U Mesh 0.00 m9 Cross Brace 0.00 m


REKAPITULASINo Product Quantity Sat




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REKAPITULASI DINDINGWIREMESH

LUAS PANELNo

WM Lurus Cross Brace WM Siku U Mesh (m)

0 0 0 0 0 10 0 0 1 0 20 0 0 2 0 30 0 0 3 0 4

0 0 0 6

LUAS DINDING 0.00

= 0 Batang (1 Batang = 12 m)= 0 Batang (1 Batang = 12 m)

WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0

0 0 0 0

LUAS DINDING 0.00


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WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00


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WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00


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WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00


WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00

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WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00

= 0 Batang (1 Batang = 12 m)

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= 0 Batang (1 Batang = 12 m)

WIREMESHLUAS PANEL


0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0

LUAS DINDING 0.00


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Vol Panel Dinding

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REKAPITULASI DINDING LANTAI 1Product Quantity Satuan

No UraianDINDING

P (m) T (m)DINDING LUAR DINDING LUARSingle Panel 0.00 m2 1 0 0Besi Stek dia 0.00 btg 2 0 0U Mesh 6.00 m 3 0 0Cross Brace 0.00 m 4 0 0

Jumlah 0

KEBUTUHAN BESI STEKBesi Stek R 10 mm untuk balok/sloof = 0Besi stek R 10 mm untuk Kolom = 0

KEBUTUHAN WIRE MESHU mesh = 0Cross brace bukaan pintu jendela = 0Cross brace panel = 0Wire mesh SIKU = 0

No UraianDINDING

P (m) T (m)DINDING HORIZONTAL

1 0 02 0 03 0 04 0 05 0 0

Jumlah 0

KEBUTUHAN BESI STEKBesi Stek R 10 mm untuk balok/sloof = 0Besi stek R 10 mm untuk Kolom = 0

KEBUTUHAN WIRE MESHU mesh = 0Cross brace bukaan pintu jendela = 0

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Cross brace panel = 0Wire mesh SIKU = 0

VOLUME PANEL DINDING


EXTERNAL WALL1 Single Pane 0.00 m22 Besi Stek d 0.00 btg3 U Mesh 0.00 m4 Cross Brac 0.00 m5 Wiremesh S 0.00 m

INTERNAL WALL6 Single Pane 0.00 m27 Besi Stek d 0.00 btg8 U Mesh 0.00 m9 Cross Brac 0.00 m

10 Wiremesh S 0.00 m

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VOLUME PANEL DINDING BENTENG

DINDING KOLOM BALOKLuas (m2) P (m) T (m) Jml (bh) Luas (m2) P (m) T (m) Luas (m2)

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0

0 m = 0 Batang (1 Batang = 12 m)0 m = 0 Batang (1 Batang = 12 m)

m m m m

DINDING KOLOM UTAMA BALOKLuas (m2) P (m) T (m) Jml (bh) Luas (m2) P (m) T (m) Luas (m2)

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 m = 0 Batang (1 Batang = 12 m)0 m = 0 Batang (1 Batang = 12 m)

m m

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m m

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REKAPITULASI DINDING BENTENGLUAS BUKAAN

LUAS PANELNo Product

Jendela (m2)Pintu (m2)U Mesh (m)DINDING LUAR

0 0 0 0 1 Single Panel0 0 0 0 2 Besi Stek dia 10 0 0 0 3 U Mesh0 0 0 0 4 Cross Brace

0

LUAS DINDING 0.00

LUAS BUKAANLUAS PANEL

Jendela (m2)Pintu (m2)U Mesh (m)

0 0 0 00 0 0 00 0 0 00 0 0 00 0 0 0

0

LUAS DINDING 0.00

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Vol Panel Dinding

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REKAPITULASI DINDING BENTENGQuantity Satuan

DINDING LUAR0.00 m20.00 btg0.00 m0.00 m

Vol Panel Lantai

Page 27

Volume Panel Lantai (12cm)

No. Ruangan Jumlah Luas FPFloor (m2)

LANTAI 21 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 0 0 0 06 0 0 0 07 0 0 0 08 0 0 0 09 0 0 0 0

10 0 0 0 011 0 0 0 012 0 0 0 0

SUB-TOTAL 0LANTAI 3

1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 0 0 0 06 0 0 0 07 0 0 0 08 0 0 0 09 0 0 0 0

10 0 0 0 011 0 0 0 012 0 0 0 0

SUB-TOTAL 0LANTAI 4

1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 0 0 0 06 0 0 0 07 0 0 0 08 0 0 0 09 0 0 0 0

10 0 0 0 011 0 0 0 012 0 0 0 0

Bentang Terpendek (Cm)

Bentang Terpanjang (Cm)

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SUB-TOTAL 0LANTAI ATAP

1 0 0 0 02 0 0 0 03 0 0 0 04 0 0 0 05 0 0 0 06 0 0 0 07 0 0 0 08 0 0 0 09 0 0 0 0

10 0 0 0 011 0 0 0 012 0 0 0 0

SUB-TOTAL 0

No Lantai FP WM Lurus WM Siku(m2) (m) (m)

1 Lt. 2 0 0 02 Lt. 3 0 0 03 Lt. 4 0 0 04 Lt. 5 0 0 0

TOTAL 0 0 0

NOTE: Besi R* = tergantung ukuran floor panel

Vol Panel Lantai

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WM Lurus WM Siku Jml Balok R6 R8 R10* R12(m) (m) (bh) (Batang) (Batang) Jml Besi (Batang) Jml Besi

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

Vol Panel Lantai

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0 0 0 0 0 0

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0

R6 R8 R10* R12* D13 D16 Panjang(Batang) (Batang) (Batang) (Batang) (Batang) (Batang) Precast(m)

0 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 00 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0

Vol Panel Lantai

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R12 D13 D16 Panjang(Batang) Jml Besi (Batang) Jml Besi (Batang) (m)

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

Vol Panel Lantai

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0 0 0 0 0

0 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 00 0 0 0 0 0 0

0 0 0 0 0

Vol Panel Lantai

Page 33

tebal leher

00

0

Volume Tangga Malaysia

Tangga BawahNo. Item Pekerjaan Lebar Pjg Mrg Tbl Plat Jml Step Tngg Step

(cm) (cm) (cm) (bh) (cm)

1 Tangga lantai 1-2 depan 0 0 0 0 0

2 Tangga lantai 2-3 0 0 0 0 0

Jumlah

REKAPITULASI STAIR

No. Tangga R 12 R 10 R 8 V Beton L Plester(btg) (btg) (btg) (m3) (m2)

1 Total Tangga 0 0 0 0.00 0.00

TOTAL 0 0 0 0 0

Tangga BawahLbr step Jml Blk Ukuran Balok R 12 (btg) R 10 (btg) R 8 (btg)

(cm) (bh) tinggi(cm) Lbr (cm) (bh) (bh)2 2

0 0 0 0 0.00 0.00 0.000 0

0 0 0 0 0.00 0.00 0.00

Volume jumlah balok LuasStyrofoam (m3) (1.2*0.6*6) Wire mesh (m2)

0.00 0.00 0.00

0.00 0.00 0.00

Tangga Bawah Bordes V Beton L Plester Volume Lebar Panjang Jml Blk (bh) Ukuran Balok

(m3) (m2) Styrofoam (m3) (cm) (cm) Arah Pjng Arah Lbr Pjg (cm) Lbr (cm)

0.00 0.00 0.00 0 0 0 0 0 0

0.00 0.00 0.00 0 0 0 0 0 0

0.00

BordesTebal Balok Bordes Dinding R 12 (btg) R 10 (btg) R 8 (btg) V Beton L Plester Volume

Toping Pjng (cm) Lbr (cm) (bh) (bh) (m3) (m2) Styrofoam (m3)0 0

0 0 0 0 0 0 0 0 00 0

0 0 0 0 0 0 0 0 0

0

Tangga AtasLebar Pjg Mrg Tbl Plat Jml Step Tngg Step Lbr Step Jml Blk Ukuran Balok(cm) (cm) (cm) (bh) (cm) (cm) (bh) Pjg(cm) Lbr(cm)

0 0 0 0 0 0 0 0 0

0 0 0 0 0 0 0 0 0

Tangga Atas JumlahR 12 (btg) R 10 (btg) R 8 (btg) V Beton L Plester Volume R 12 R 10 R 8

(bh) (bh) (m3) (m2) Styrofoam (m3) (btg) (btg) (btg)0 00 0 0 0 0 0.00 0 0 00 00 0 0 0 0 0.00 0 0 0

0.00 0 0 0

Jumlah V Beton L Plester

(m3) (m2)

0.00 0.00

0.00 0.00

0.00 0.00

Vol Struktur

Page 41

VOLUME BALOK

No BALOK Panjang Lebar Tinggi Jml Balok Volume(cm) (cm) (cm) (bh) (m3)

LANTAI 1 B1 0 0 0 0 02 B2 0 0 0 0 03 B4 0 0 0 0 04 B5 0 0 0 0 0

SUB-TOTAL 0LANTAI

1 B1 0 0 0 0 02 B2 0 0 0 0 03 G2 0 0 0 0 04 B4 0 0 0 0 0

SUB-TOTAL 0LANTAI

1 B1 0 0 0 0 02 B2 0 0 0 0 03 B3 0 0 0 0 04 B4 0 0 0 0 0

SUB-TOTAL 0

* Tergantung kebutuhan

REKAPITULASI PEMBALOKAN

No BALOK Volume R6 R8 R10 R12(m3) (batang) (batang) (batang) (batang)

1 Lantai 0 0 0 0 02 Lantai 0 0 0 0 03 Lantai 0 0 0 0 0

TOTAL 0 0 0 0 0

Vol Struktur

Page 42

Sengkang* R10 R12R6 (btg) R8 (btg) R10(btg) R..(btg) Jml (Batang) Jml

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 0

D13 D16(batang) (batang)

0 00 00 0

0 0

Vol Struktur

Page 43

R12 D13* D16*(Batang) Jml (Batang) Jml (Batang)

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

Vol Struktur

Page 44

VOLUME KOLOM

No KOLOM Panjang Lebar Tinggi Jml Kolom Volume(cm) (cm) (cm) (bh) (m3)

LANTAI 1 K1 0 0 0 0 02 K2 0 0 0 0 03 K3 0 0 0 0 04 K4 0 0 0 0 0

SUB-TOTAL 0LANTAI

1 K1 0 0 0 0 02 K2 0 0 0 0 03 K3 0 0 0 0 04 K4 0 0 0 0 0

SUB-TOTAL 0LANTAI

1 K1 0 0 0 0 02 K2 0 0 0 0 03 K3 0 0 0 0 04 K4 0 0 0 0 0

SUB-TOTAL 0


REKAPITULASI KOLOM

No KOLOM Volume R6 R8 R10(m3) (batang) (batang) (batang)

1 Lantai 0 0 0 02 Lantai 0 0 0 03 Lantai 0 0 0 0

TOTAL 0 0 0 0

Vol Struktur

Page 45

Sengkang R10 R12R6 (btg) R8(btg) R10(btg) R..(btg) Jml (Batang) Jml

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

R12 R13 R16(batang) (batang) (batang)

0 0 00 0 00 0 0

0 0 0

Vol Struktur

Page 46

R12 D13 D16(Batang) Jml (Batang) Jml (Batang)

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

0 0 0 0 00 0 0 0 00 0 0 0 00 0 0 0 00 0 0

Vol Pondasi & Sloof

Page 47

PONDASI BATU KALI

No Uraian Panjang Lbr Atas Lbr Bawah Tinggi Jumlah Volume(m) (m) (m) (m) (bh) (m3)

1 1 0 0 0 0 0 02 2 0 0 0 0 0 03 3 0 0 0 0 0 0

TOTAL 0

Vol Pondasi & Sloof

Page 48

SLOOF

No Uraian Panjang Lebar* Tinggi* Volume Sengkang R8* R12(m) (m) (m) (m3) (Batang) Jml (Batang)

1 S1 0 0 0 0 0 0 02 S2 0 0 0 0 0 0 03 S3 0 0 0 0 0 0 0

TOTAL 0 0 0 0


Vol Pondasi & Sloof

Page 49

REKAPITULASI PONDASI & SLOOF PILE CAP

No Uraian Volume R8* R12* R13* No(m3) (batang) (batang) (batang)

1 Pondasi 0 12 Sloof 15/25 0 0 0 2

3* Tergantung kebutuhan 4

* Volume Pile Cap Tiang Pancang Segitiga Beton Elemenindo Perkasa

Vol Pondasi & Sloof

Page 50

PILE CAP

Uraian Volume satuan Jumlah Volume Total R12(m3) (bh) (m3) (btg)

1 Titik pancang segitiga 0.1125 0 0 02 Titik pancang segitiga 0.36 0 0 03 Titik pancang segitiga 0.6126 0 0 04 Titik pancang segitiga 1.28 0 0 0

0 0 0

* Volume Pile Cap Tiang Pancang Segitiga Beton Elemenindo Perkasa

Rekapitulasi

Page 51

REKAPITULASI PANEL (WALL) REKAPITULASI FLOOR PANEL

No Product Quantity Sat No Lantai

EXTERNAL WALL LT.11 Single Panel 0.00 m22 Besi Stek dia 10 mm 0.00 btg TOTAL3 U Mesh 6.00 m4 Cross Brace 0.00 m5 Wiremesh Siku 0.00 m

INTERNAL WALL LT.16 Single Panel 0.00 m27 Besi Stek dia 10 mm 0.00 btg8 U Mesh 0.00 m9 Cross Brace 0.00 m


REKAPITULASI PANEL (BOUNDARY WALL)

No Product Quantity UnitEXTERNAL WALL

1 Single Panel 140 mm 0.00 m22 Besi Stek dia 10 mm 0.00 btg3 U Mesh 0.00 m4 Cross Brace 0.00 m5 Wiremesh Siku 0.00 m

INTERNAL WALL1 Single Panel 140 mm 0.00 m22 Besi Stek dia 10 mm 0.00 btg3 U Mesh 0.00 m4 Cross Brace 0.00 m5 Wiremesh Siku 0.00 m

Rekapitulasi

Page 52

REKAPITULASI FLOOR PANEL

FP WM Lurus WM Siku R6 R8 R10* R12* T-Beam(m2) (m) (m) (Batang) (Batang) (Batang) (Batang) (m)

0 0 0 0 0 0 0 0

Rekapitulasi

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REKAPITULASI FLOOR PANEL REKAPITULASI STAIRS PANEL

Panjang V-Toping No Lantai R 12 R 10 R 8Precast(m) (m3) (Batang) (Batang) (Batang)

0 0 TOTAL 0 0 0

Styrofoam Tangga = 0 m31 m3 balok styrofoam = 4.32 m3

0 0 0 0

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REKAPITULASI STAIRS PANEL REKAPITULASI BALOK

v beton ls plester No BALOK Volume R6 R8(m3) (m2) (m3) (batang) (batang)

0 0 TOTAL 0 0 0

= 0

Rekapitulasi

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REKAPITULASI BALOK REKAPITULASI KOLOM

R10 R13 R16 No KOLOM Volume R6(batang) (batang) (batang) (m3) (batang)

0 0 0 TOTAL 0 0

Rekapitulasi

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REKAPITULASI KOLOM REKAPITULASI PONDASI & SLOOF

R8 R10 R13 R16 No Uraian(batang) (batang) (batang) (batang)

1 Pondasi Batu Kali0 0 0 0 2 Sloof

Rekapitulasi

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REKAPITULASI PONDASI & SLOOF

Volume R8 R12 R13(m3) (batang) (batang) (batang)

0 10 0 0 2

RAPPENG/TUGU KUJANG/001/001/XI/2010

No ITEM PEKERJAAN SATUAN QUANTITY HARGA TOTAL

1 DINDING ARSITEKTURAL (CUSTOM DESIGN)1 Styrofoam m3 25.60 Rp528,125.00 Rp13,520,000.002 Wiremesh m2 80.51 Rp18,730.95 Rp1,508,036.283 Wiremesh Lurus m' 135.80 Rp7,135.60 Rp969,014.484 Stek R 10 btg 14.00 Rp59,184.00 Rp828,576.00

Plesteran Dinding Arsitektur m2 161.021 Semen zak 71.01 Rp55,000.00 Rp3,905,559.502 Pasir m3 4.51 Rp209,000.00 Rp942,293.723 Schaffolding ls 162.00 Rp34,200.00 Rp5,540,400.004 Kawat Bendrat kg 6.44 Rp13,200.00 Rp85,018.985 Turbosol ls 1.00 Rp242,051.04 Rp242,051.046 Acian Dinding zak 8.95 Rp55,000.00 Rp492,100.50

SUB-TOTAL Rp28,033,050.50

B MOBILISASI / DEMOBILISASI1 Mob/Demob Pekerja pp 1.00 Rp300,000.00 Rp300,000.002 Mob/Demob Staff pp 5.00 Rp200,000.00 Rp1,000,000.003 Mob/Demob Mesin pp 1.00 Rp6,000,000.00 Rp6,000,000.00


C UPAH1 Pemasangan Dinding B-Panel hr 30.00 Rp500,000.00 Rp15,000,000.002 Upah Staff hari 5.00 Rp50,000.00 Rp250,000.00


D MESS1 Sewa bln 1.00 Rp500,000.00 Rp500,000.00

SUB-TOTAL Rp500,000.00

E PENGIRIMAN DAN MOB DEMOB1 Truk 6 m krm 2.00 Rp3,000,000.00 Rp6,000,000.00


G BIAYA TAMBAHAN1 Panel m3 25.60 Rp3,987.04 Rp102,068.152 Pagar Pembatas m 20.00 Rp50,000.00 Rp1,000,000.003 Keamanan ls 1.00 Rp2,000,000.00 Rp2,000,000.004 Overhead Panel m3 25.60 Rp15,000.00 Rp384,000.005 Overhead Turbosol mg 1.00 Rp2,000,000.00 Rp2,000,000.00


TOTAL Rp62,614,072.93

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BOQENG/TUGU KUJANG/001/001/XI/2010

No DESKRIPSI SATUAN VOLUMEI PEKERJAAN PERSIAPAN

1 PEKERJAAN PERSIAPANMaterial pekerjaan persiapan ls 1.00Upah Pekerja ls 1.00

II B-PANEL PRODUCT1 PANEL DINDING

Dinding Single panel m2 1.00Mob demob dan pengiriman m2 1.00Upah Pekerja m2 1.00

2 PANEL LANTAIFloor Panel 12 cm m2 1.00Mob demob dan pengiriman m2 1.00Upah Pekerja m2 1.00

3 PANEL TANGGAPanel Tangga UNIT 1.00Mob demob dan pengiriman UNIT 1.00Upah Pekerja UNIT 1.00

III STRUKTUR1 STRUKTUR

Material Struktur m3 0.00Upah Pekerja m3 0.00

TOTAL

Catatan1 VOLUME DIISI DENGAN CARA MANUAL

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BOQENG/TUGU KUJANG/001/001/XI/2010

HARGA SATUAN HARGA TOTAL

Rp1,000,000.00 Rp1,000,000.00Rp0.00 Rp0.00

SUB TOTAL Rp1,000,000.00

Rp531,022.43 Rp531,022.43Rp17,750,000.00 Rp17,750,000.00Rp13,300,000.00 Rp13,300,000.00

SUB TOTAL Rp31,581,022.43 Rp 31,581,022.43

Rp0.00 Rp0.00Rp0.00 Rp0.00Rp0.00 Rp0.00

SUB TOTAL Rp0.00 Rp -

Rp0.00 Rp0.00Rp0.00 Rp0.00Rp0.00 Rp0.00

SUB TOTAL Rp0.00 Rp -

Rp0.00 Rp0.00Rp0.00 Rp0.00

SUB TOTAL Rp0.00 #DIV/0!

TOTAL Rp32,581,022.43

-Rp30,033,050.50

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±Rp 220,000.00

±Rp 300,000.00

±Rp 3,000,000.00 tergantung panjangnya tangga

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RAPP Tugu Kujang