Post on 28-Jun-2015
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
Vol Panel Dinding
Page 6
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)
No UraianDINDING LUAS BUKAAN
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)
Vol Panel Dinding
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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
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 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 mBesi stek R 10 mm untuk Kolom = 0 0 m
KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m
Vol Panel Dinding
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Wire mesh SIKU = 0 m (manual)
No UraianDINDING LUAS BUKAAN
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 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 mBesi stek R 10 mm untuk Kolom = 0 0 m
KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)
VOLUME PANEL DINDING PER LANTAI 2
No Product Quantity Sat
EXTERNAL WALL1 Single Panel 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 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
Vol Panel Dinding
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LANTAI 3
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 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 mBesi stek R 10 mm untuk Kolom = 0 0 m
KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)
No UraianDINDING LUAS BUKAAN
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 09 0 0 0 0 0
10 0 0 0 0 0
Jumlah 0
KEBUTUHAN BESI STEK
Vol Panel Dinding
Page 10
Besi 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)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)
VOLUME PANEL DINDING PER LANTAI 3
No Product Quantity Sat
EXTERNAL WALL1 Single Panel 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 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 4
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 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
Vol Panel Dinding
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Besi stek R 10 mm untuk Kolom = 0 0 m
KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)
No UraianDINDING LUAS BUKAAN
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 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 mBesi stek R 10 mm untuk Kolom = 0 0 m
KEBUTUHAN WIRE MESHU mesh = 0 m Cross brace bukaan pintu jendela = 0 m (manual)Cross brace panel = 0 m Wire mesh SIKU = 0 m (manual)
VOLUME PANEL DINDING PER LANTAI
No Product Quantity Sat
EXTERNAL WALL1 Single Panel 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 WALL6 Single Panel 0.00 m27 Besi Stek dia 10 mm 0.00 btg
Vol Panel Dinding
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8 U Mesh 0.00 m9 Cross Brace 0.00 m
10 Wiremesh Siku 0.00 m
REKAPITULASINo 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
Vol Panel Dinding
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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
WM Lurus Cross Brace WM Siku U Mesh (m)
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
= 0 Batang (1 Batang = 12 m)= 0 Batang (1 Batang = 12 m)
Vol Panel Dinding
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WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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)= 0 Batang (1 Batang = 12 m)
Vol Panel Dinding
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WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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)= 0 Batang (1 Batang = 12 m)
Vol Panel Dinding
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WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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)= 0 Batang (1 Batang = 12 m)
WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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
Vol Panel Dinding
Page 17
= 0 Batang (1 Batang = 12 m)= 0 Batang (1 Batang = 12 m)
WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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)
Vol Panel Dinding
Page 18
= 0 Batang (1 Batang = 12 m)
WIREMESHLUAS PANEL
WM Lurus Cross Brace WM Siku U Mesh (m)
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)= 0 Batang (1 Batang = 12 m)
Vol Panel Dinding
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Vol Panel Dinding
Page 20
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
Vol Panel Dinding
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Cross brace panel = 0Wire mesh SIKU = 0
VOLUME PANEL DINDING
No Product Quantity Sat
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
Vol Panel Dinding
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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
Vol Panel Dinding
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m m
Vol Panel Dinding
Page 24
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
Vol Panel Dinding
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Vol Panel Dinding
Page 26
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)
Vol Panel Lantai
Page 28
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
Page 29
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
Page 30
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
Page 31
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
Page 32
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
* Tergantung kebutuhan
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
* Tergantung kebutuhan
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
10 Wiremesh Siku 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
Page 53
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
Rekapitulasi
Page 54
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
Page 55
REKAPITULASI BALOK REKAPITULASI KOLOM
R10 R13 R16 No KOLOM Volume R6(batang) (batang) (batang) (m3) (batang)
0 0 0 TOTAL 0 0
Rekapitulasi
Page 56
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
Page 57
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
SUB-TOTAL Rp7,300,000.00
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
SUB-TOTAL Rp15,250,000.00
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
SUB-TOTAL 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
SUB-TOTAL Rp5,486,068.15
TOTAL Rp62,614,072.93
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Page 59
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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Page 61
±Rp 220,000.00
±Rp 300,000.00
±Rp 3,000,000.00 tergantung panjangnya tangga