![BQ Bang. Penunjang Proyek PT. Yupi (Revisi 3 BQ Kosong) [PDF]](https://pdfs.asia/img/200x200/bq-bang-penunjang-proyek-pt-yupi-revisi-3-bq-kosong.jpg)
5 0 499 KB
Jakarta, 04 April 2019 No Lamp.
: P. 231/DBM/IV/2019 : Bill of Quantity
Hal
: Revisi P. 204/DBM/III/2019
Kepada PT. YUPI INDO JELLY GUM Jakarta u/p. Bapak Budiadi Dengan hormat, Bersama ini kami sampaikan Revisi Penawaran harga Bangunan Penunjang untuk Proyek Pabrik PT. Yupi Indo Jelly Gum yang berlokasi di Jl. Raya Grompol - Jambangan, Sragen, dengan harga sebagai berikut : I II III
BANG. BOILER UK. (12x30) M2 PONDASI WTP BANGUNAN KANTOR UK. (8x20) M2 x 3 LANTAI
= Rp. = Rp. = Rp.
-
IV V
BANGUNAN TRAFO, GENSET, LOKER & TOILET PONDASI TANGKI GLUCOSE + ATAP + CATWALK
= Rp. = Rp.
-
VI VII
BANGUNAN RUANG GANTI ( LOKER & TOILET ) BANGUNAN POS JAGA, POLIKLINIK & GA
= Rp. = Rp.
-
VIII
PEK. PAGAR DEPAN, PINTU GERBANG & TURAP RAMPING JALAN MASUK ENTRANCE
= Rp.
-
IX X
PEKERJAAN DEKER ENTRANCE OPANAME PEKERJAAN PERUBAHAN PONDASI BANGUNAN
= Rp. = Rp.
-
XI XII
PEKERJAAN PERUBAHAN SALURAN PEKERJAAN TURAP BATU KALI BELAKANG GUDANG 2
= Rp. = Rp.
-
XIII XIV XV
PEKERJAAN TURAP BETON SAMPING BANG. PRODUKSI PEKERJAAN PLATFORM VIEWING UK. (1,5x39) M2 + TANGGA PEK. TAMBAH TURAP BATU KALI PAGAR KELILING
= Rp. = Rp. = Rp.
-
XVI
(krn elv. dasar pondasi/tanah existing tidak sesuai gambar kotrak) PEK. LANTAI CHILLER
= Rp.
-
= Rp. = Rp.
27,500,000.00
= Rp.
27,500,000.00
XVII PEK. PLUMBING & BIOSEPTICTANK XVIIII ASURANSI CAR & TPL GRAND TOTAL
Terbilang : Sepuluh milyar seratus lima puluh juta seratus tujuh puluh ribu rupiah. Ket. Kerja : 1 Harga belum termasuk PPn 10 % 2 3
Belum termasuk pekerjaan M & E dan Bangunan Masjid Bang. Kantor : - Partisi hanya di As. 1 B - Portal pintu utama pakai ACP
4
Volume akan diopname kembali sesuai dengan pelaksanaan
Demikian penawaran harga dari kami, atas perhatian dan kerjasamanya kami ucapkan terima kasih. Hormat kami,
Bruno Susanto
Direktur
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
Perhitungan
I 1
PEK. PONDASI Bowplank + pengukuran
2
Galian tanah - Pondasi tapak Sloof
1.30 x 0.55 x 0.55 x
1.10 x 0.55 x 0.55 x
1.15 x 24.50 x 9.40 x
3
Pasir urug t. 10 cm
1.20 x 0.45 x 0.45 x
1.00 x 0.10 x 0.10 x
4
Lantai kerja t. 5 cm
1.20 x 0.45 x 0.45 x
5
Pondasi tapak - Cor beton - Besi beton D13 - 150 D10 - 150
- Bekisting
6
7
= =
66.00 30.00
96.00 m1
15.00 2.00 3.00
= = =
24.67 14.82 8.53
48.02 m3
0.10 x 30.00 x 12.00 x
15.00 2.00 3.00
= = =
1.80 2.70 1.62
6.12 m3
1.00 x 0.05 x 0.05 x
0.05 x 30.00 x 12.00 x
15.00 2.00 3.00
= = =
0.90 1.35 0.81
3.06 m3
1.00 x
0.80 x
0.25 x
15.00
=
3.00
3.00 m3
1.40 1.20 1.40 1.20
6.00 7.00 6.00 7.00
= = = =
131.04 131.04 78.12 78.12
x x x x
2.00 2.00
x x x x
15.00 15.00 15.00 15.00
x x x x
1.04 1.04 0.62 0.62
kg/m1 kg/m1 kg/m1 kg/m1
418.32 kg
1.00 x 0.80 x
0.25 x 0.25 x
2.00 x 2.00 x
15.00 15.00
= =
7.50 6.00
13.50 m2
Kolom pedestal - Cor beton
0.30 x
0.45 x
1.75 x
15.00
=
3.54
3.54 m3
- Besi beton 8 D16 dia. 8 - 100
8.00 x 1.50 x
2.10 x 18.00 x
15.00 x 15.00 x
1.583 kg/m1 0.395 kg/m1
= =
398.92 159.98
- Bekisting
0.30 x 0.45 x
1.75 x 1.75 x
2.00 x 2.00 x
15.00 15.00
= =
15.75 23.63
Sloof - cor beton
0.25 x 0.25 x
0.40 x 0.40 x
30.00 x 12.00 x
2.00 3.00
= =
6.00 3.60
- Besi beton 6 D16
6.00 6.00 0.65 1.30 1.30
= = = = =
614.52 371.85 65.85 205.40 123.24
dia. 8 - 150
8
33.00 x 15.00 x
Volume
x x x x x
32.35 13.05 4.00 200.00 80.00
x x x x x
2.00 3.00 16.00 2.00 3.00
x x x x x
1.583 1.583 1.583 0.395 0.395
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
558.89 kg
39.38 m2 9.60 m3
1,380.86 kg
- Bekisting
2.00 x 2.00 x
0.40 x 0.40 x
30.00 x 12.00 x
2.00 3.00
= =
48.00 28.80
76.80 m2
Buang tanah - pondasi tapak sloof
1.00 x 0.25 x 0.25 x
0.80 x 0.40 x 0.40 x
0.25 x 30.00 x 12.00 x
3.00 2.00 3.00
= = =
0.60 6.00 3.60 3.06 6.12
19.38 m3
=
28.64
28.64 m3
= = = = = =
5.75 9.57 6.90 1.42 1.25 1.99
26.88 m3
=
360.00
360.00 m2
= =
9.57 6.90
21.13 m3
lantai kerja pasir urug 9
Urugan tanah kembali
48.02
-
19.38
II 1
Pekerjaan Lantai Galian tanah
1.58 2.60 3.45 1.10 1.40 1.90
x x x x x x
2.14 4.60 2.50 2.59 1.79 1.90
2
Pemadatan tanah
12.00 x
30.00
3
Pondasi batu kali
2.60 x 3.45 x
x x x x x x
4.60 x 2.50 x
1.70 0.80 0.80 0.50 0.50 0.55
0.80 0.80
Hit. boiler - 3/108
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
Perhitungan
1.10 x 1.40 x 1.90 x 4
5
6
0.50 0.50 0.55
= = =
1.42 1.25 1.99
Urugan base course t. 20 cm Ramping Pengurangan
12.00 2.00 2.60 3.45 1.10 1.40 1.90
x x x x x x x
30.00 6.00 4.60 2.50 2.59 1.79 1.90
x x x x x x x
0.20 0.20 0.20 0.20 0.20 0.20 0.20
2.000 (1.00) (1.00) (1.00) (1.00) (1.00)
= = = = = = =
72.00 4.80 (2.39) (1.73) (0.57) (0.50) (0.72)
70.89 m3
x x x x x x
Lantai kerja t. 5 cm Ramping
12.00 2.00 2.60 3.45 1.10 1.40 1.90
x x x x x x x
30.00 6.00 4.60 2.50 2.59 1.79 1.90
x x x x x x x
0.05 0.05 0.05 0.05 0.05 0.05 0.05
2.000 (1.00) (1.00) (1.00) (1.00) (1.00)
= = = = = = =
18.00 1.20 (0.60) (0.43) (0.14) (0.13) (0.18)
17.72 m3
x x x x x x
Cor beton t. 20 cm Ramping Pengurangan bak
12.00 x 2.00 x 1.18 x
30.00 x 6.00 x 1.74 x
0.20 0.20 x 0.20 x
= = =
72.00 4.80 (0.41)
76.39 m3
2.00 (1.00)
- Wiremesh M8 - 2 lps Ramping
12.00 x 2.00 x 1.18 x
30.00 x 6.00 x 1.74 x
1.00 1.00 x 1.00 x
= = =
360.00 24.00 (2.05)
381.95 m2
2.00 (1.00)
7
Floorhardener natural
8
Delatasi isi sealent
9
2.59 x 1.79 x 1.90 x
Volume
381.95 m2 14.40 11.90 7.38 6.38 7.60
x x x x x
1.00 1.00 1.00 1.00 1.00
= = = = =
14.40 11.90 7.38 6.38 7.60
47.66 m1
=
1.60
1.60 m3
= = =
58.03 29.86 6.75
94.65 m2
Dinding beton t. 32 cm - Cor beton
0.32 x
1.00 x
2.50 x
- Besi beton D10 - 150 dia. 8 - 150 kaki ayam dia. 8
1.30 x 2.70 x 5.00 x
18.00 x 7.00 x 3.00 x
4.00 x 4.00 x 1.14 x
- Bekisting
2.00 x 0.32 x
1.00 x 1.00 x
2.50 x 2.00 x
2.00 2.00
= =
10.00 1.28
1.18 x 1.18 x 1.44 x
1.74 x 1.50 x 1.50 x
0.15 x 0.15 x 0.15 x
1.00 2.00 2.00
= = =
0.31 0.53 0.65
= = = = = =
20.53 26.04 21.70 12.26 10.25 15.12
= = = =
3.89 5.74 2.64 4.32
16.60 m2
= =
0.99 1.30
2.38 m3
10 Bak air uk. 880x1440 mm - Cor beton
- Besi beton D10 - 150
dia. 8 - 150
- Bekisting
11 Saluran trench kabel uk. 450x450 mm - Cor beton
1.38 1.75 1.75 1.94 1.18 1.74
x x x x x x
12.00 12.00 10.00 8.00 11.00 11.00
x x x x x x
2.00 2.00 2.00 2.00 2.00 2.00
1.18 1.74 0.88 1.44
x x x x
1.65 1.65 1.50 1.50
x x x x
2.00 2.00 2.00 2.00
0.69 x 0.45 x
0.12 x 0.12 x
x x x x x x
1.00 x 2.00 x
Hit. boiler - 4/108
2.00 0.62 kg/m1 0.395 kg/m1 0.395 kg/m1
0.62 0.62 0.62 0.395 0.395 0.395
12.00 12.00
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
11.28 m2
1.49 m3
105.91 kg
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
Perhitungan
0.69 x
0.57 x
- Wiremesh M8 - 1 lps
0.69 x 0.57 x 0.69 x
12.00 x 12.00 x 0.57 x
- Bekisting
0.57 0.45 0.57 0.45
2.00 2.00 0.69 0.45
12 Pondasi Chimney - Cor beton
- Besi beton D13 - 150 1 D13 D10 - 150 12 D13 D10 - 150 - Bekisting
IV Pekerjaan Dinding 1 Pas. Dinding bata ringan Pengurangan roster R. Panel Pengurangan pintu
x x x x
1.60 x 0.80 x 2.40 1.00 2.40 12.00 2.51
x x x x x
1.60 x 0.80 x
2.00 2.00 0.80 5.00 5.00 3.00
x x x x
1.60 x 0.80 x
0.12 x
Volume
2.00
=
0.09
1.00 2.00 2.00
= = =
8.28 13.68 0.79
12.00 12.00 2.00 2.00
= = = =
13.68 10.80 0.79 0.41
25.67 m2
= =
1.41 0.25
1.66 m3
= = = = =
54.91 5.22 32.74 16.22 9.34
= =
3.52 1.26
= = = = = =
120.00 72.00 (23.04) 20.00 (25.00) (10.50)
=
306.92
306.92 m2
0.25 x 0.25 x
3.14 x 3.14 x
x x x x x
2.00 3.14 2.00 1.00 1.00
1.04 1.04 0.62 1.04 0.62
3.14 x 3.14 x
0.70 0.50
11.00 1.60 11.00 1.30 6.00
x x x x x x
30.00 12.00 2.40 4.00 5.00 3.50 2.00
x x x x x x -
x x x x x
2.00 3.00 12.00 x 1.00 1.00 1.00
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
1.00
0.70 0.50
22.75 m2
118.44 kg
4.77 m2
153.46 m2
2
Plesteran + aci
153.46 x
3
Kolom praktis
2.00 x
48.00 x
0.15 x
0.15
=
2.16
2.16 m3
4
Ringbalok praktis
30.00 x 12.00 x
2.00 x 3.00 x
0.15 x 0.15 x
0.20 0.20
= =
1.80 1.08
2.88 m3
5
Roster
0.80 x
2.40 x
12.00
=
23.04
23.04 m2
5
Cat dinding dalam
2.00 x 2.00 x
30.00 x 12.00 x
2.00 4.00
= =
120.00 96.00
216.00 m2
6
Cat dinding luar
=
168.00
168.00 m2
7
Cladding - CNP 125x50x20x2,3
= = = = =
965.02 345.78 791.00 42.94 352.56
2,497.30 kg
= =
125.47 41.82
167.30
kg
=
444.00
444.00
bh
= =
104.36 35.32
139.69
kg
= = = = =
305.00 187.50 30.00 (25.00) (10.50)
487.00 m2
384.00
-
216.000
30.50 25.50 12.50 9.50 13.00
x x x x x
7.00 3.00 14.00 1.00 6.00
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
Baut dia. 12 mm
4.00 x
Trekstang dia. 12 mm
1.30 x 1.10 x
Cladding zincalume 0,40 mm
Pengurangan
30.50 12.50 12.50 5.00 3.50
x x x x x
x x x x x
0.12 x 0.10 x
4.52 4.52 4.52 4.52 4.52
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
111.00 x 55.50 x
62.80 kg/m2 62.80 kg/m2
111.00 90.00 x 36.00 x 5.00 5.00 1.60 5.00 3.00
x x x x x
0.89 kg/m1 0.89 kg/m1 2 3 0.5 x -1 -1
Hit. boiler - 5/108
3
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
Flashing IV PEKERJAAN KONSTRUKSI BAJA 1 Kolom WF 300x150x6,5x9 Base plate 15 mm Pengaku BP 10 mm Plat stiff + tutup 8 mm
2
3
4
5
6
7
9
5.00 x
6.00
6.00 x
12.00 x
0.35 x 0.10 x 0.300 x
0.20 x 0.15 x 0.150 x
Volume
=
30.00
30.00
m1
36.70 kg/m1
=
2,642.40
2,642.40
kg
12.00 x 12.00 x 24.00 x
= = =
98.91 14.13 67.82
180.86
kg
=
48.00
48.00
bh
=
479.25
479.25
kg
= = =
21.20 3.53 7.07
31.79
kg
117.75 kg/m2 78.50 kg/m2 62.80 kg/m2
Angkur dia. 19 mm
4.00 x
Kolom extraWF 200x100x5,5x8
7.50 x
3.00 x
Base plate 15 mm Pengaku BP 10 mm Plat joint 10 mm
0.30 x 0.10 x 0.20 x
0.20 x 0.15 x 0.15 x
Angkur dia. 16 mm
4.00 x
3.00
=
12.00
12.00
bh
Baut dia. 16 mm
2.00 x
3.00
=
6.00
6.00
bh
Balok Sokong WF 200x100x5,5x8
6.00 x
10.00 x
=
1,278.00
1,278.00
kg
Plat joint 10 mm
0.20 x
0.15 x
=
47.10
47.10
kg
Baut dia. 16 mm
4.00 x
12.00
=
48.00
48.00
bh
Rafter WF 250x125x6x9 Voute
6.00 x 0.60 x
12.00 x 12.00 x
= =
2,131.20 213.12
2,344.32
kg
Plat joint 10 mm Plat stiff 8 mm
0.52 x 0.25 x
0.13 x 0.13 x
= =
122.46 47.10
169.56
kg
Baut dia. 19 mm
8.00 x
18.00
=
144.00
144.00
bh
Overstek WF 150x75x5x7 Voute
1.55 x 0.40 x
12.00 x 12.00 x
= =
260.40 67.20
327.60
kg
Plat joint 10 mm Plat stiff 8 mm
0.32 x 0.15 x
0.10 x 0.08 x
= =
30.14 8.48
38.62
kg
Baut dia. 16 mm
6.00 x
=
72.00
72.00
bh
=
2,541.00
2,541.00
kg
= =
94.95 31.65
126.60
kg
=
336.00
336.00
bh
=
167.16
167.16
kg
=
12.00
12.00
bh
0.89 kg/m1 0.89 kg/m1
= =
115.96 12.49
128.45
kg
2.00
=
475.20
475.20
m2
=
33.00
33.00
m1
= = =
537.24 247.46 431.42
1,216.12
kg
=
80.00
80.00
bh
Gording CNP 150x65x20x2,3
12.00
14.00 x
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
Baut dia. 12 mm
4.00 x
84.00
Ikatan angin dia. 16 mm
8.80 x
12.00 x
12.00 x
1.00
1.30 x 0.70 x
100.00 x 20.00 x
7.200 x
33.00 x
33.00 x
1.00
33.000 x 7.600 x 1.00 x
2.00 x 2.00 x 106.00 x
Trekstang dia. 12 mm
Atap zincalume 0,45 mm
10 Nok atap 11 Lisplank CNP 100x50x20x2,3
Baut dia. 12 mm
2.00 x
21.30 kg/m1 3.00 x 3.00 x 3.00 x
117.75 kg/m2 78.50 kg/m2 78.50 kg/m2
21.30 kg/m1 20.00 x
78.50 kg/m2
29.60 kg/m1 29.60 kg/m1 24.00 x 24.00 x
78.50 kg/m2 62.80 kg/m2
14.00 kg/m1 14.00 kg/m1 12.00 x 12.00 x
78.50 kg/m2 62.80 kg/m2
12.00
33.00 x
Watermur dia. 5/8" 8
Perhitungan
5.50 kg/m1 84.00 x 42.00 x
62.80 kg/m2 62.80 kg/m2
1.58 kg/m1
2.00 x 4.00 x 1.00 x
40.00
Hit. boiler - 6/108
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
Lisplank zincalume 0,40 mm
Flashing
12 Talang datar fibre 3 mm 13 Pipa PVC dia. 4" 14 Portal pintu - HB 150x150x7x10
Perhitungan
1.05 x 1.05 x
33.00 x 7.60 x
33.00 x 7.60 x
2.00 4.00
Volume
= =
69.30 31.92
101.22
m2
2.00 4.00
= =
66.00 30.40
96.40
m1
33.00 x
2.00
=
66.00
66.00
m1
9.50 x
12.00
=
114.00
114.00
m1
= =
315.00 220.50
535.50
kg
= = =
15.07 4.71 15.07
34.85
kg
5.00 x 3.50 x
2.00 x 2.00 x
0.20 x 0.10 x 0.200 x
0.20 x 0.15 x 0.200 x
Chemical angkur dia. 16 mm
4.00 x
4.00
=
16.00
16.00
bh
Baut dia. 16 mm
4.00 x
4.00
=
16.00
16.00
bh
- WF 300x150x6,5x9
6.00 x
2.00 x
=
440.40
440.40
kg
Plat joint 12 mm
0.320 x
0.200 x
=
24.12
24.12
kg
Baut dia. 19 mm
6.00 x
4.00
=
24.00
24.00
bh
3.00 x 0.60 x
2.00 x 2.00 x
= =
177.60 35.52
213.12
kg
Plat joint 10 mm Plat stiff 8 mm
0.52 x 0.25 x
0.13 x 0.13 x
= =
10.21 3.93
14.13
kg
Baut dia. 19 mm
8.00 x
2.00
=
16.00
16.00
bh
- Gording CNP 150x65x20x2,3
9.00 x
3.00 x
5.50 kg/m1
=
148.50
148.50
kg
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
6.00 x 3.00 x
= =
6.78 2.26
9.04
kg
Baut dia. 12 mm
4.00 x
6.00
=
24.00
24.00
bh
- Ikatan angin dia. 16 mm
7.10 x
2.00 x
=
22.48
22.48
kg
Watermur dia. 5/8"
2.00 x
1.00
=
2.00
2.00
bh
Trekstang dia. 12 mm
1.10 x
4.00 x
0.89 kg/m1
=
3.92
3.92
kg
Atap zincalume 0,40 mm
3.00 x
9.00 x
1.00
=
27.00
27.00
m2
9.00 x 3.00 x 1.050 x
2.00 x 4.00 x 17.00 x
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
= = =
73.26 48.84 72.65
194.75
kg
1.05 x 1.05 x
9.00 x 3.00 x
1.00 2.00
= =
9.45 6.30
15.75
m2
Baut dia. 12 mm
2.00 x
8.00
=
16.00
16.00
bh
Flashing
9.00 x 3.00 x
2.00 2.00
= =
18.00 6.00
24.00
m1
2.00 x 5.00 x
4.00 x 2.00 x
= =
170.40 213.30
Base plate 12 mm Pengaku BP 10 mm Plat joint atas 12 mm
14 Canopy pintu - WF 250x125x6x9
- Lisplank CNP 100x50x20x2,3
Lisplank zincalume 0,40 mm
15 Rafter naik 2 m - Kolom WF 200x100x5,5x8 Rafter
31.50 kg/m1 31.50 kg/m1 4.00 x 4.00 x 4.00 x
94.20 kg/m2 78.50 kg/m2 94.20 kg/m2
36.70 kg/m1 4.00 x
94.20 kg/m2
29.60 kg/m1 29.60 kg/m1 2.00 x 2.00 x
1.58 kg/m1
21.30 kg/m1 21.33 kg/m1
Hit. boiler - 7/108
78.50 kg/m2 62.80 kg/m2
62.80 kg/m2 62.80 kg/m2
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. BOILER No
Jenis Pekerjaan
overstek sokong
Perhitungan
0.60 x 1.00 x 6.00 x
2.00 x 2.00 x 2.00 x
21.33 kg/m1 21.33 kg/m1 21.33 kg/m1
Volume
= = =
25.60 42.66 255.96
Plat joint Baut dia. 16 mm
- Tambahan Gording CNP 150x65x20x2,3
141.58 kg 4.00 x 8.00 x 4.00 x
4.00 6.00 4.00
8.00 x 1.00 x
2.00 x 8.00 x
5.50 kg/m1 5.50 kg/m1
= = =
16.00 48.00 16.00
80.00 kg
= =
88.00 44.00
132.00 kg
Plat joint
13.20 kg
Baut dia. 12 mm
4.00 x
4.00
- Tambahan atap
8.00 x 1.00 x
1.00 x 5.00 x
6.00 x 8.00 x
2.00 2.00
5.00 x 6.00 x
3.00 x 3.00 x
Trekstang dia. 12 mm
1.10 x
16.00 x
Cladding zincalume
5.00 x 6.00 x
2.00 x 2.00 x
2.00 x 5.00 x 6.00 x
4.00 2.00 2.00
- Tambah flashing
- Cladding CNP 125x50x20x2,3
Flashing
707.92 kg
=
16.00
16.00 kg
= =
8.00 10.00
18.00
= =
12.00 16.00
28.00 m1
= =
135.60 162.72
298.32 kg
0.89 kg/m1
=
15.70
15.70 kg
2.00 2.00
= =
20.00 24.00
44.00
= = =
8.00 10.00 12.00
30.00 m1
1.00 2.00
2.00 x 2.00 x
Hit. boiler - 8/108
4.52 kg/m1 4.52 kg/m1
m2
m2
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN BOILER NO
I 1 2 3 4 5
6
7
8 9 II 1 2 3 4 5 6 7 8 9 10
JENIS PEKERJAAN
UNIT
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Pasir urug t. 10 cm Lantai kerja t. 5 cm Pondasi tapak - Cor beton K 300 - Besi beton - Bekisting Kolom pedestal - Cor beton K 300 - Besi beton - Bekisting Sloof beton - Cor beton K 300 - Besi beton - Bekisting Urugan tanah kembali Buang tanah (perataan sisa galian)
14 15
PEKERJAAN LANTAI Galian tanah Pemadatan tanah Pondasi batu kali dibawah pondasi boiler Urugan sirtu t. 20 cm Lantai kerja t. 5 cm Cor beton lantai t. 20 cm K 300 Wiremesh M8 - 2 lps Floorhardener natural 5 kg/m2 Delatasi isi sealent Dinding beton t. 32 cm - Cor beton K 300 - Besi beton - Bekisting Bak uk. 880x1440 mm - Cor beton K 300 - Besi beton - Bekisting Saluran trench kabel uk. 450x450 mm - Cor beton K 300 - Wiremesh M8 - 1 lps - Bekisting Pondasi chimney - Cor beton K 300 - Besi beton - Bekisting Buang tanah (perataan sisa galian) Saluran beton terbuka uk. 40x60 cm
III 1 2 3 4 5
PEK. KONSTRUKSI BAJA & ATAP Kolom WF 300x150x6,5x9 Rafter WF 250x125x6x9 Kolom extra & balok sokong WF 200x100x5,5x8 Overstek WF 150x75x5x7 Kolom portal pintu HB 150x150x7x10
11
12
13
VOLUME
m1 m3 m3 m3
96.00 48.02 6.12 3.06
m3 kg m2
3.00 418.32 13.50
m3 kg m2
3.54 558.89 39.38
m3 kg m2 m3 m3
9.60 1,380.86 76.80 28.64 19.38
m3 m2 m3 m3 m3 m3 m2 m2 m1
26.88 360.00 21.13 70.89 17.72 76.39 381.95 381.95 47.66
m3 kg m2
1.60 94.65 11.28
m3 kg m2
1.49 105.91 16.60
m3 m2 m2
2.38 22.75 25.67
m3 kg m2 m3 m1
1.66 118.44 4.77 26.88 126.00
kg kg kg kg kg
2,642.40 2,344.32 2,465.17 327.60 535.50
BQ Boiler - 9/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN BOILER NO
6 7
JENIS PEKERJAAN
Balok portal pintu WF 300x150x6,5x9 CNP 150x65x20x2,3
UNIT
VOLUME
kg kg
BQ Boiler - 10/108
440.40 2,673.00
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN BOILER NO
9 10 11 12 13 14 15 16 17 18 19 20 22 23 24 25 26
IV 1 2 3 4 5 6
7 8
JENIS PEKERJAAN
CNP 100x50x20x2,3 Ikatan angin dia. 16 mm Trekstang dia. 12 mm Plat conection Angkur M20 ST 41 Baut M20 HTB A325 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Atap zincalume 0,50 mm Nok atap Lisplank zincalume 0,40 mm Flashing atap Talang datar fiber 3 mm + beugel Pipa PVC dia. 4" type D Cat zincromate & finish Canopy Pintu = 1 unit - WF 250x125x6x9 - CNP 150x65x20x2,3 - CNP 100x50x20x2,3 - Ikatan angin dia. 16 mm - Trekstang dia. 12 mm - Plat conection - Baut dia. 16 mm HTB - Baut dia. 12 mm - Water mur dia. 5/8" - Atap zincalume 0,50 mm - Lisplank zincalume 0,40 mm - Flashing atap - Talang datar zincalume 0,50 mm + beugel - Pipa PVC dia. 3" type D - Cat zincromate & finish
UNIT
VOLUME
kg kg kg kg bh bh bh bh bh m2 m1 m2 m1 m1 m1 kg
1,216.12 167.16 128.45 808.30 76.00 168.00 142.00 416.00 12.00 493.20 33.00 101.22 124.40 66.00 114.00 13,748.41
kg kg kg kg kg kg bh bh bh m2 m2 m1 m1 m1 kg
213.12 148.50 194.75 22.48 3.92 23.17 16.00 40.00 2.00 27.00 16.00 24.00 9.00 20.00 605.95
PEKERJAAN DINDING & PINTU (dinding dalam tidak dicat) Kolom praktis m3 2.16 Ring praktis m3 2.88 Pas. Bata ringan tb 10 cm m2 153.46 Plester & aci dinding bata ringan m2 306.92 Pas. Dinding roster + kawat nyamuk SS m2 23.04 Cladding - CNP 125x50x20x2,3 kg 2,795.62 - Plat conection kg 167.30 - Trekstang dia. 12 mm kg 155.39 - Baut dia. 12 mm bh 444.00 - Cladding zincalume 0,40 mm m2 466.00 - Cladding skyligth fiberlux t. 1,2 mm m2 65.00 - Flashing m1 60.00 - Cat zincromate & finish kg 3,118.31 Rolling door uk. (5000x5000) mm ex. Jof metal unit 1.00 termasuk Chaniblock Pintu besi swing 2 daun uk. (3000x3500) mm unit 1.00 plat besi 1 lapis + rangka hollow
BQ Boiler - 11/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN BOILER NO
JENIS PEKERJAAN
UNIT
9
Pintu besi swing 1 daun uk. (900x2150) mm plat besi 1 lapis + rangka hollow Cat dinding dalam emulsion ex. Cendana Mowil Cat dinding luar wheathershield ex. Mowilex
unit
1.00
m2 m2
168.00
10 11
VOLUME
H. SATUAN ( Rp. )
Total I - IV Jasa 6 % Total I - IV Dibulatkan
BQ Boiler - 12/108
JUMLAH ( Rp. )
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. WTP No
B 1
2
3
4
5
Jenis Pekerjaan
PONDASI WTP Bowplank + pengukuran
Galian tanah
Perhitungan
13.00 x 15.00 x 1.00 x 4.00 x
Urugan sirtu t. 20 cm Ramping
Pasir urug t. 10 cm dibawahbatu kali
Pondasi batu kali
10.00 x 2.00 x 4.000 x
2.00 2.00 1.15 x 8.00 x 12.00 x 10.00 x 8.00 x -
= =
26.00 30.00
56.00
0.80
= =
36.80 51.20
88.00 m3
0.20 0.20 2.00 x
0.20
= = =
24.00 4.00 (12.80)
15.20 m3
32.00 2.00 x
0.10 x 8.00 x
32.00 2.00 x
0.10
= =
2.56 6.40
8.96 m3
0.80 + 2 4.00 x
0.30 x
0.70 x
32.00
=
12.32
63.52 m3
8.00 x
2.00 x
0.80
=
51.20
=
6.00
6.00 m3
= = =
18.00 12.80 3.00
30.80 m3
= = = = =
1,994.30 2,043.95 370.97 347.36 163.06
Lantai kerja t. 5 cm
10.00 x
12.00 x
0.05
7
Cor beton lantai
10.00 x 4.00 x 2.000 x
12.00 x 8.00 x 10.00 x
0.15 0.20 x 0.15
- Besi beton D13 - 150 D13 - 200 kaki ayam dia. 8 - Bekisting
8
9
x x x x x
94.00 66.67 41.00 20.00 3.00
x x x x x
2.00 2.00 2.00 2.00 0.80
10.00 12.00 4.00 8.00
x x x x
0.15 0.15 0.20 0.20
x x x x
2.00 2.00 4.00 2.00
= = = =
3.00 3.60 3.20 3.20
13.00 m2
32.00
=
2.24
2.24 m3
1.58 kg/m1 0.395 kg/m1
= =
313.91 92.98
32.00
=
22.40
22.40 m2
0.200 x
0.35 x
- Besi beton 6 D16 dia. 8 - 150
6.000 x 1.100 x
33.05 x 214.00 x
- Bekisting
2.000 x
0.35 x
10 Buang tanah 11 Atap uk. 4x10 m2 - Kolom WF 150x75x5x7
x x x x x
2.00
10.20 14.74 4.350 8.35 172.00
Sloof beton - Cor beton
Floorhardener
m1
0.80 x 4.00 x
6
Ramping
Volume
1.04 1.04 1.04 1.04 0.395
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
4,919.63
406.89
12.00
=
120.00
120.00 m2
8.960 +
63.52
=
72.48
72.48 m3
= = = = = =
84.00 147.00 280.00 168.00 42.00 31.50
752.50 kg
= = = =
18.84 12.56 16.96 6.36
54.71 kg
x x x x x x
2.00 3.00 4.00 3.00 3.000 4.500
x x x x x x
14.00 14.00 14.00 14.00 14.00 14.00
0.20 0.20 0.320 0.150
x x x x
0.20 0.10 0.075 0.075
x x x x
5.00 8.00 9.00 9.00
- Angkur M16
4.00 x
5.00
=
20.00
20.00 bh
- Baut dia. 16 mm
4.00 x 6.00 x
6.00 6.00
= =
24.00 36.00
60.00 bh
=
302.50
302.50 kg
voute - Base plate 12 mm plat joint 10 mm plat joint 10 mm Plat stiff 8 mm
- CNP 150x65x20x2,3
kg
10.000 x
3.00 3.50 5.00 4.00 1.00 0.50
Sokong kolom WF 150x75x5x7 Rafter WF 150x75x5x7
kg
11.00 x
5.00 x
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 x x x x
5.50 kg/m1
Hit. Pondasi WTP - 13/108
94.20 78.50 78.50 62.80
kg/m2 kg/m2 kg/m2 kg/m2
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. WTP No
Jenis Pekerjaan
Perhitungan
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
Baut dia. 12 mm
4.00 x
- Ikatan angin dia. 16 mm
6.70 x
4.00 x
Watermur dia. 5/8"
4.00 x
1.00
Trekstang dia. 12 mm
1.30 x
16.00 x
0.89 kg/m1
10.00 x 5.00 x 1.00 x
2.00 x 2.00 x 33.00 x
2.00 x 1.00 x 1.00 x
1.05 x 1.05 x
10.00 x 5.00 x
2.00 1.00
5.00 x 11.00 x
- Rangka lisplank CNP 100x50x20x2,3
Lisplank zincalume
Flashing atap
Baut dia. 12 mm - Atap zincalume 0,50 mm
0.12 x 0.10 x
15.00 x 7.50 x
62.80 kg/m2 62.80 kg/m2
Volume
= =
16.96 5.65
22.61
kg
=
60.00
60.00
bh
=
42.42
42.42
kg
=
4.00
4.00
bh
=
18.55
18.55
kg
= = =
162.80 40.70 134.31
337.81
kg
= =
21.00 5.25
26.25 m2
2.00 2.00
= =
10.00 22.00
32.00 m1
2.00 x
12.00
=
24.00
24.00
bh
4.900 x
11.000
=
53.90
53.90
m2
15.00 1.58 kg/m1
Hit. Pondasi WTP - 14/108
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN WTP NO
I 1 2 3 4 5 6 7
JENIS PEKERJAAN
UNIT
VOLUME
10 11 12
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Urugan sirtu t. 20 cm Pasir urug t. 10 cm Pondasi batu kali Angkur beton uk. 15x15 cm Sloof beton - Cor beton K 300 - Besi beton - Bekisting Lantai kerja t. 5 cm Cor beton lantai & Pondasi WTP - Cor beton K 300 - Besi beton - Bekisting Floorhardener natural 5 kg/m2 Urugan tanah kembali Buang tanah (perataan sisa galian)
II 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16
PEKERJAAN ATAP UK. 4 X 10 M2 WF 150x75x5x7 CNP 150x65x20x2,3 CNP 100x50x20x2,3 Plat conection Ikatan angin dia. 16 mm Trekstang dia. 12 mm Angkur M16 ST 41 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Atap zincalume 0,50 mm Lisplank zincalume 0,40 mm Flashing atap Talang zincalume 0,50 mm + beugel Pipa PVC dia. 4" type D Cat zincromate & finish
kg kg kg kg kg kg bh bh bh bh m2 m2 m1 m1 m1 kg
752.50 302.50 337.81 77.32 42.42 18.55 20.00 60.00 84.00 4.00 53.90 26.25 32.00 11.00 10.00 1,531.11
III 1 2 3
PEK. DINDING Dinding BRC tinggi 1,2 m Pintu BRC swing uk. (1,2 x 1 ) m2 Tanggulan beton t. 10 cm dibawah dinding BRC
m1 unit m1
31.00 1.00 31.00
8 9
m1 m3 m3 m3 m3 bh
56.00 88.00 15.20 8.96 63.52 12.00
m3 kg m2 m3
2.24 406.89 22.40 6.00
m3 kg m2 m2 m3 m3
30.80 4,919.63 13.00 120.00 15.52 72.48
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total I - III Jasa 6 % Total I - III
-
Dibulatkan
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
Jenis Pekerjaan
Perhitungan
I 1
PEK. PONDASI Bowplank + pengukuran
2
Galian tanah - Pondasi tapak Sloof
2.30 0.55 0.55 0.55
3
Pasir urug t. 10 cm - Pondasi tapak Sloof
2.20 x 0.45 x 0.45 x
4
Lantai kerja t. 5 cm
5
m3
2.20 x 0.10 x 0.10 x
0.10 x 20.00 x 8.00 x
8.00 2.00 4.00
= = =
3.87 1.80 1.44
7.11
m3
2.00 x 0.45 x 0.45 x
2.00 x 0.05 x 0.05 x
0.05 x 20.00 x 8.00 x
8.00 3.00 4.00
= = =
1.60 1.35 0.72
3.67
m3
Pondasi tapak - Cor beton Pondasi tapak (tangga)
2.00 x 1.00 x 1.00 x
2.00 x 1.00 x 2.00 x
0.35 x 0.35 x 0.35 x
8.00 3.00 1.00
= = =
11.20 1.05 0.70
12.95
m3
- Besi beton D13 - 150
2.40 1.40 1.40 2.40 1.40 2.40
= = = = = =
559.10 61.15 40.77 333.31 61.15 34.94
1,090.43
kg
28.70
m2
4.31
m3
600.37
kg
16.00 6.00 2.00 16.00 6.00 2.00
x x x x x x
1.04 1.04 1.04 0.62 1.04 1.04
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
2.00 x 1.00 x 6.00 x
0.35 x 0.35 x 0.35 x
4.00 x 4.00 x 1.00 x
8.00 3.00 1.00
= = =
22.40 4.20 2.10
Kolom pedestal - Cor beton Kolom pedestal tangga
0.45 x 0.30 x
0.45 x 0.30 x
2.30 x 1.30 x
8.00 5.00
= =
3.73 0.59
- Besi beton 8 D16 4 D16 D10 - 100
8.00 4.00 1.80 1.20
= = = =
278.61 55.41 214.27 52.08
- Bekisting
0.45 x 0.30 x
Sloof - cor beton
0.25 x 0.25 x
- Besi beton 6 D16
6.00 6.00 0.65 1.30 1.30
dia. 8 - 150
- Bekisting
8
m1
124.97
x x x x x x
2.00 13.10 5.70 5.70
68.00
84.64 28.10 6.11 6.11
14.00 7.00 14.00 14.00 7.00 7.00
x x x x
46.00 22.00
= = = =
x x x x x x
2.30 1.95 1.95 0.65
= = 8.00 2.00 1.00 3.00
- Bekisting
7
x x x x
2.00 2.00 x x x x
D10 - 150
6
23.00 x 11.00 x
Volume
Dinding beton t. 15 cm - Cor beton
- Besi beton D10 - 125 D10 - 150 D10 - 150 D10 - 200 kaki ayam dia. 8 mm - Bekisting
x x x x
x x x x x
2.75 1.75 24.00 14.00
x x x x
1.583 1.583 0.62 0.62
4.00 x 4.00 x
2.30 x 1.30 x
8.00 5.00
= =
33.12 7.80
40.92
m2
0.40 x 0.40 x
20.00 x 8.00 x
2.00 4.00
= =
4.00 3.20
7.20
m3
= = = = =
599.80 319.13 41.16 137.62 110.92
1,208.62
kg
= =
48.00 38.40
86.40
m2
= =
7.68 6.40
14.08
m3
= = = = =
349.18 366.05 529.07 366.05 90.47
1,700.82
kg
=
121.60
121.60
m2
21.05 8.40 4.00 134.00 54.00
x x x x
x x x x x
8.00 5.00 8.00 5.00
3.00 4.00 10.00 2.00 4.00
x x x x x
1.583 1.583 1.583 0.395 0.395 2.00 4.00
2.00 x 2.00 x
0.40 x 0.40 x
30.00 x 12.00 x
32.00 x 32.00 x
1.60 x 0.25 x
0.15 0.80
1.10 32.80 2.00 32.80 51.20
x x x x x
1.90 x
256.00 6.00 213.33 9.00 3.00
x x x x x
2.00 3.00 2.00 2.00 0.95
2.00 x
32.00
x x x x x
Hit. Kantor - 16/108
0.62 0.62 0.62 0.62 0.62
kg/m1 kg/m1 kg/m1 kg/m1
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
9
Jenis Pekerjaan
Buang tanah - pondasi tapak sloof
Perhitungan
2.00 0.25 0.25 0.25
x x x x
2.00 0.40 0.40 0.40
124.97
-
33.38
x x x x
0.35 20.00 12.00 6.00
x x x x
Volume
8.00 3.00 4.00 1.00
= = = =
11.20 6.00 4.80 0.60 3.67 7.11
33.38
m3
=
91.58
91.58
m3
lantai kerja pasir urug 10 Urugan tanah kembali II 1
Pekerjaan Lantai Pemadatan tanah
22.00 x
8.00 x
1.00
=
176.00
176.00
m2
2
Pasir urug t. 10 cm
22.00 x
8.00 x
0.10
=
17.60
17.60
m3
3
Lantai kerja t. 5 cm
22.00 x
8.00 x
0.05
=
8.80
8.80
m3
4
Lantai dasar - Cor beton t. 10 cm
20.00 x
8.00 x
0.10
=
16.00
16.00
m3
- Wiremesh M6 - 1 lps
20.00 x
8.00 x
1.00
=
160.00
160.00
m2
20.00 x 2.70 x
8.00 x 4.50 x
0.12 0.12 x
= =
19.20 (1.46)
17.74
m3
(1.00)
20.00 x 2.70 x
8.00 x 4.50 x
1.00 1.00 x
= =
160.00 (12.15)
147.85
m2
(1.00)
- Bekisting
56.00 x
0.12
=
6.72
6.72
m2
Lt. Atas el. 8.00 - Cor beton t. 12 cm
20.00 x
8.00 x
0.12
=
19.20
19.20
m3
- Wiremesh M8 - 150
20.00 x
8.00 x
1.00
=
160.00
160.00
m2
- Bekisting
56.00 x
0.12
=
6.72
6.72
m2
0.40 3.60 1.50 0.175 0.15 0.15
x x x x x x
1.35 1.35 2.70 1.35 0.40 0.30
x x x x x x
0.17 0.17 0.17 0.30 2.70 4.00
x x x x x x
= = = = = =
0.09 1.65 0.69 0.78 0.16 0.36
3.73
m3
5.65 6.30 2.05 2.85 1.55 2.90 14.31 1.08 2.00 4.00 1.10 6.00 0.90
x x x x x x x x x x x x x
6.00 6.00 6.00 6.00 46.00 10.00 3.00 8.00 1.55 3.10 19.00 4.00 27.00
x x x x x x x x x x x x x
2.00 2.00 2.00 2.00 2.00 2.00 0.74 22.00 22.00 1.00 1.00 2.00 2.00
x x x x x x x x x x x x x
= = = = = = = = = = = = =
107.33 119.67 38.94 54.14 88.41 35.96 12.55 74.73 26.94 19.63 8.26 49.92 19.20
655.68
kg
0.40 3.60 1.50 0.175 0.95 0.90
x x x x x x
1.35 2.15 2.70 1.35 1.00 1.00
x x x x x x
2.00 1.00 1.00 1.00 2.70 4.00
x x x x x x
= = = = = =
1.08 15.48 4.05 5.20 2.57 7.20
35.57
m2
5
Lt. Atas el. 4.00 - Cor beton t. 12 cm
- Wiremesh M8 - 150
6
7
Tangga beton - Cor beton
- Besi beton D16 - 250
D10 - 170 kaki ayam dia. 8 dia. 8 - 200 2 dia. 8 4 D16 dia. 8 - 150 6 D13 dia. 8 - 150 - Bekisting
Hit. Kantor - 17/108
1.00 2.00 1.00 0.50 x 1.00 2.00 1.58 1.58 1.58 1.58 0.62 0.62 0.395 0.395 0.395 1.583 0.395 1.040 0.395
22.00
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
1.00 2.00 1.00 1.00 x 1.00 2.00
22.00
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
8
Jenis Pekerjaan
Tangga beton entrance - Cor beton - tangga 1
Perhitungan
3.00 x 3.15 x 0.30 x
0.20 x 3.00 x 0.19 x
2.00 x 2.00 x
8.00 x 22.00 x
2.00 x 2.00 x
10 Tali air rabat
2.00 x
11 Pondasi batu kali rabat
0.30 x
8
9
Lantai rabat beton
Trowel finish rabat
12 Granite tile uk. 60x60 cm - Lantai 1,2,3 pengurangan lantai toilet pengurangan tangga 13 Keramik lantai 20x20 cm Toilet
14 Plint lantai uk. 10x60 cm Lt. 1
8.00 3.00 2.60 2.70
x x x x
3.00 x 2.60 x
= = =
0.60 1.61 0.68
2.88
m3
= =
1.12 3.08
4.20
m3
6.00 22.00
= =
12.00 44.00
56.00
m2
30.00
=
60.00
60.00
m1
32.00
=
3.84
3.84
m3
x x x x
3.00 (2.00) (4.00) (1.00)
= = = =
480.00 (39.00) (20.80) (12.15)
408.05
m2
6.50 x 2.00 x
2.00 6.00
= =
39.00 31.20
70.20
m2
254.90
m1
31.05
m2
50.70
m1
207.46
m2
23.28
m3
2,397.12
kg
0.40 x
20.00 6.50 2.00 4.50
1.00 0.17 3.00 x
Volume
0.50 x
0.07 0.07
8.00
38.40 12.00 28.40 38.40 28.40 16.20 32.50 24.20 2.00
x x x x x x x x x
1.00 1.00 1.00 1.00 1.00 3.00 1.00 1.00 2.00
= = = = = = = = =
38.40 12.00 28.40 38.40 28.40 48.60 32.50 24.20 4.00
2.70 1.35 3.00 1.50
x x x x
4.50 4.00 3.00 3.00
= = = =
12.15 5.40 9.00 4.50
16 Stepnosing tangga
1.35 x 3.00 x
22.00 7.00
= =
29.70 21.00
17 Waterprofing toilet lt. Atas
3.00 0.20 2.60 0.20 1.50 1.50
x x x x x x
6.50 19.00 2.00 9.20 1.00 1.00
x x x x x x
1.00 1.00 4.00 4.00 22.00 x 8.00 x
4.00 2.00
= = = = = =
19.50 3.80 20.80 7.36 132.00 24.00
0.20 0.20 1.50 1.50
x x x x
0.40 0.40 0.10 0.10
x x x x
20.00 8.00 22.00 8.00
x x x x
4.00 2.00 4.00 2.00
= = = =
6.40 1.28 13.20 2.40
4.00 4.00 1.20 1.20 1.90 1.90 22.40 8.40
x x x x x x x x
21.05 8.40 134.00 53.33 110.00 40.00 8.00 8.00
x x x x x x x x
4.00 2.00 4.00 2.00 8.00 4.00 8.00 4.00
x x x x x x x x
1.58 1.58 0.395 0.395 0.395 0.395 0.395 0.395
= = = = = = = =
533.15 106.38 254.06 50.56 660.44 120.08 566.27 106.18
Lt. 2 Lt. 3
15 Granite tile tangga
Waterprofing Canopy beton
18 Canopy beton + balok beton - Cor beton - balok plat beton
- Besi beton - balok 4 D16 dia. 8 - 150 plat dak beton dia. 8 - 200
Hit. Kantor - 18/108
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
Jenis Pekerjaan
- Bekisting
Perhitungan
1.00 1.00 1.60 1.60
x x x x
20.00 8.00 22.00 8.00
x x x x
4.00 2.00 4.00 2.00
Volume
= = = =
80.00 16.00 140.80 25.60
262.40
m2
6.00
=
4.86
4.86
m3
0.40 kg/m1 0.40 kg/m1
= =
85.32 120.87
206.19
m3
54.00
m2
1,023.12
m2
19 Cor beton pembungkus kolom - Cor beton - kolom
0.45 x
0.15 x
12.00 x
- Besi beton - 3 dia. 8 dia. 8 - 200
3.00 x 0.85 x
12.00 x 60.00 x
6.00 x 6.00 x
- Bekisting
0.75 x
12.00 x
6.00
=
54.00
2.00 2.00 10.00 1.00 7.00 1.00 2.00 2.00 2.00 1.00 1.00 1.00 10.00 12.00
= = = = = = = = = = = = = =
480.00 192.00 (51.00) (3.50) (12.60) (6.48) 124.00 96.00 57.60 47.20 112.00 26.00 (18.90) (19.20)
=
2,046.24
2,046.24
m2
14.23
m3
11.89
m3
IV Pekerjaan Dinding 1 Pas. Dinding bata ringan Dinding luar
x x x x x x x x x x x x x x
12.00 12.00 2.00 2.00 2.00 2.40 4.00 4.00 4.00 4.00 4.00 4.00 2.10 2.00
1,023.12 x
2.00
12.00 3.50 2.00 3.50
x x x x
30.00 37.00 12.00 34.00
x x x x
0.15 0.15 0.15 0.15
x x x x
0.15 0.15 0.15 0.15
= = = =
8.10 2.91 0.54 2.68
20.00 12.00 16.00 12.00 12.40 10.90 57.00
x x x x x x x
6.00 6.00 2.00 2.00 1.00 2.00 2.00
x x x x x x x
0.15 0.15 0.15 0.15 0.15 0.15 0.15
x x x x x x x
0.20 0.20 0.20 0.20 0.20 0.20 0.20
= = = = = = =
3.60 2.16 0.96 0.72 0.37 0.65 3.42
Keramik dinding ex. Roman uk. 20x40 cm tinggi 2 m Toilet lt. 1 & 2 5.00 2.20 4.20 Toilet lt. 3 9.20 Pantry 3.60
x x x x x
2.00 2.00 2.00 2.00 1.00
x x x x x
8.00 2.00 1.00 4.00 2.00
= = = = =
80.00 8.80 8.40 73.60 7.20
178.00
m2
Pengurangan jendela
Pengurangan pintu Dinding dalam - toilet lt. 1 & 2 Toilet lt. 3 lt. 3 R. Panel lt. 1 Pengurangan pintu
2
Plesteran + aci
3
Kolom praktis Dinding luar Dinding dalam
4
5
6
Ringbalok praktis
20.00 8.00 2.55 1.75 0.90 2.70 15.50 12.00 7.20 11.80 28.00 6.50 0.90 0.80
x x x x x x x x x x x x x x
-
-
Partisi gypsum 9 mm double + rangka metal stud - Lt. 1 & 2
8.00 x
4.00 x
2.00
=
64.00
64.00
m2
7
Plint lantai alumunium
8.00 x
2.00 x
2.00
=
32.00
32.00
m1
8
Tali air dinding Tampak depan
= = = = = = =
48.00 24.00 8.00 120.00 60.00 12.00 120.00
Tamapk utara
Tampak selatan
12.00 12.00 8.00 20.00 12.00 4.00 20.00
x x x x x x x
4.00 2.00 1.00 6.00 5.00 3.00 6.00
Hit. Kantor - 19/108
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
Jenis Pekerjaan
Perhitungan
12.00 x 8.00 x 4.00 x 9
Cat dinding dalam Pengurangan keramik dinding Partisi double gypsum
10 Cat dinding luar Cat canopy beton teras Cat dinding turap
11 Cover kolom baja dengan partisi
12 Railing tangga dalam pipa dia. 2" & 1"
V 1
2
3
PEKERJAAN PLAFOND Plafond gypsum 9 mm Lt. 1 Pengurangan void tangga Pengurangan toilet Lt. 2 Pengurangan toilet Lt. 3 Pengurangan toilet Plafond kalsiboard 6 mm Toilet lt. 1 & 2 Toilet lt. 3 Teras lt. 3
5
Cat plafond wheathershield
IV PEKERJAAN KONSTRUKSI BAJA 1 Kolom KC 350x350x7x11 Kolom WF 350x175x7x11
= = = =
598.42 1.50 1.50 1.40 1.40
x x x x x
1.000 1.00 x 1.00 x 22.00 6.00
1.05 x 0.40 x
3.00 x 3.00 x
3.60 1.50 4.50 1.50
4.00 2.00 1.00 1.00
8.00 x 2.00 x
3.00 2.00 1.50 1.50
20.00 2.60 x
4.00 2.00
18.00 6.00
m1
598.42 849.40 (178.00) 128.00
1,397.82
m2
= = = = =
598.42 132.00 36.00 30.80 8.40
805.62
m2
= =
56.70 7.20
63.90
m2
= = = =
14.40 3.00 4.50 1.50
23.40
m1
(4.00)
= = -
160.00 20.80
139.20
m2
2.00 (4.00) 22.00 x 11.00 x
= = = =
39.00 20.80 66.00 16.50
100.70
m2
6.50 2.60 1.00 1.00
x x x x x x x x x x x
1.00 1.00 1.00 1.00 1.00 1.00 1.00 3.00 4.00 1.00 1.00
= = = = = = = = = = =
19.00 19.00 54.00 36.80 38.00 26.00
192.80
m1
139.20 +
18.20
=
157.40
157.40
m2
82.50
m2
19.00 18.00 9.20 38.00 26.00
x x x x
22.00 x 12.00 x
464.00
x x x x
19.00
Cat plafond emulsion
24.00 32.00 16.00
1.00 2.00 (1.00) 2.00
lt. 2
4
= = =
x x x x
List plafond - Lt. 1
lt. 3
2.00 4.00 4.00
598.42 424.70 178.00 64.00
x x x x
Volume
4.00 x 8.00 x
8.00 x 8.00 x
Base plate 15 mm Plat stiff 10 mm Plat stiff 8 mm
0.40 x 0.35 x 0.35 x
0.40 x 0.35 x 0.175 x
Angkur dia. 22 mm
4.00 x
8.00
2.00 1.00
49.60 kg/m1 49.60 kg/m1
= =
1,587.20 3,174.40
1,587.20 3,174.40
kg kg
8.00 x 16.00 x 32.00 x
= = =
150.72 153.86 123.09
427.67
kg
=
32.00
32.00
bh
Hit. Kantor - 20/108
117.75 kg/m2 78.50 kg/m2 62.80 kg/m2
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
3
4
Jenis Pekerjaan
Balok Sokong WF 200x100x5,5x8
6.00 x 8.00 x
4.00 x 2.00 x
21.30 kg/m1 21.33 kg/m1
Plat joint 10 mm
0.20 x
0.15 x
12.00 x
Baut dia. 16 mm
4.00 x
8.00
Balok Lantai HC 450x150x6,5x9 Voute
8.00 x 0.90 x
4.00 x 4.00 x
Plat joint 12 mm Plat stiff 8 mm Plat stiff 8 mm Plat tutup HC 6 mm Plat sambung 10 mm (las) Plat sambung 8 mm (las)
0.92 0.45 0.10 0.30 0.70 0.50
Baut dia. 19 mm 5
Balok lantai WF 300x150x6x9
*
x x x x x x
0.15 0.150 0.100 0.250 0.15 0.35
14.00 x
16.00
x x x x x x
x x x x x x
Voute Ex. WF
x x x x x x
8.00 4.00 6.00 1.00 12.00 6.00
x x x x x x
36.70 36.70 36.70 36.70 36.70 36.70
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
Plat joint 12 mm Plat stiff 8 mm Plat joint 12 mm Plat joint 12 mm Plat sambung 10 mm (las) Plat sambung 8 mm (las)
0.64 0.30 0.45 0.30 0.45 0.35
x x x x x x
0.20 0.150 0.20 0.18 0.15 0.25
x x x x x x
24.00 24.00 12.00 2.00 10.00 10.00
x x x x x x
12.00 x 6.00 x 3.00 x
24.00 12.00 2.00
= =
511.20 341.28
852.48
kg
=
28.26
28.26
kg
=
32.00
32.00
bh
36.70 kg/m1 36.70 kg/m1
= =
2,348.80 264.24
2,613.04
kg
94.20 62.80 62.80 47.10 78.50 62.80
= = = = = =
207.99 67.82 30.14 169.56 65.94 87.92
629.38
kg
=
224.00
224.00
bh
= = = = = =
1,761.60 1,174.40 1,761.60 99.09 396.36 99.09
5,292.14
kg
= = = = = =
289.38 67.82 101.74 9.89 52.99 54.95
576.77
kg
= = =
288.00 72.00 6.00
366.00
bh
94.20 62.80 94.20 94.20 78.50 62.80
kg/m2 kg/m2 kg/m2 kg/m2 kg/m2 kg/m2
kg/m2 kg/m2 kg/m2 kg/m2 kg/m2 kg/m2
Balok WF 250x125x6x9 Ex. WF
6.00 x 0.45 x
6.00 x 6.00 x
2.00 x 2.00 x
29.60 kg/m1 29.60 kg/m1
= =
2,131.20 159.84
2,131.20
kg
Plat joint 12 mm
0.25 x
0.15 x
24.00 x
94.20 kg/m2
=
84.78
84.78
kg
Baut dia. 19 mm
6.00 x
=
144.00
144.00
bh
= = =
164.22 (12.15) 164.22
316.30
m2
=
1,778.00
1,778.00
bh
= =
947.20 71.04
1,018.24
kg
= =
40.82 15.70
56.52
kg
=
64.00
64.00
bh
= =
168.00 44.80
212.80
kg
= =
20.10 5.65
25.75
kg
=
48.00
48.00
bh
Bondek 0,75 mm - lt. 2 lt. 3
20.15 x 2.70 x 20.15 x 266.70
24.00 8.15 x 4.50 x 8.15 x
1.00 1.00 x 1.00
(1.00)
:
0.15 =
1,778.00 ~
1,778.0
*
Shear conector dia. 12 mm
6
Rafter WF 250x125x6x9 Voute
8.00 x 0.60 x
4.00 x 4.00 x
Plat joint 10 mm Plat stiff 8 mm
0.52 x 0.25 x
0.13 x 0.13 x
Baut dia. 19 mm
8.00 x
8.00
Overstek WF 150x75x5x7 Voute
1.50 x 0.40 x
8.00 x 8.00 x
Plat joint 10 mm Plat stiff 8 mm
0.32 x 0.15 x
0.10 x 0.08 x
Baut dia. 16 mm
6.00 x
8.00
7
2.00 x 2.00 x 16.00 16.00 48.00 48.00 8.00 8.00
Volume
78.50 kg/m2
6.00 8.00 8.00 2.70 0.90 0.45
Baut dia. 19 mm
6
Perhitungan
29.60 kg/m1 29.60 kg/m1 8.00 x 8.00 x
78.50 kg/m2 62.80 kg/m2
14.00 kg/m1 14.00 kg/m1 8.00 x 8.00 x
Hit. Kantor - 21/108
78.50 kg/m2 62.80 kg/m2
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
8
7
Jenis Pekerjaan
Gording CNP 150x65x20x2,3
Perhitungan
22.00 x
9.00 x
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
Baut dia. 12 mm
4.00 x
Ikatan angin dia. 16 mm
10.30 x 11.60 x
Volume
5.50 kg/m1 36.00 x 18.00 x
62.80 kg/m2 62.80 kg/m2
36.00 4.00 x 2.00 x
1.58 kg/m1 1.58 kg/m1
=
1,089.00
1,089.00
kg
= =
40.69 13.56
54.26
kg
=
144.00
144.00
bh
= =
65.22 36.73
65.22
kg
=
6.00
6.00
bh
Watermur dia. 5/8"
6.00 x
1.00
8
Trekstang dia. 12 mm
1.35 x
56.00 x
0.89 kg/m1
=
67.44
67.44
kg
9
Atap zincalume 0,45 mm
11.00 x
22.00 x
1.00
=
242.00
242.00
m2
10 Nok atap
22.00 x
1.00
=
22.00
22.00
m1
11 Lisplank CNP 150x65x20x2,3
1.70 1.70 22.00 11.00
= = = =
467.50 168.30 726.00 363.00
1,724.80
kg
=
52.00
202.78
bh
=
113.10
113.10
kg
=
37.68
37.68
kg
Baut dia. 12 mm - 2L 50x50x5 plat conection 8 mm Lisplank ACP
Lisplank dalam zincalume 0,40 mm
Flashing
12 Talang datar fibre 3 mm Dudukan talang CNP 150x65x20x2,3 13 Pipa PVC dia. 4" 14 Tangga baja luar : - HB 200x200x8x12
x x x x
25.00 9.00 3.00 3.00
2.00 x
26.00
x x x x
2.00 2.00 2.00 2.00
x x x x
5.50 5.50 5.50 5.50
kg/m1 kg/m1 kg/m1 kg/m1
1.500 x
10.00 x
0.15 x
0.20 x
20.00 x
2.70 x 2.70 x
22.00 x 11.00 x
2.00 2.00
= =
118.80 59.40
178.20
m2
1.50 x 1.50 x
22.00 x 11.00 x
2.00 1.00
= =
66.00 16.50
82.50
m2
22.00 x 11.00 x
2.00 2.00
= =
44.00 22.00
66.00
m1
22.00 x
1.00
=
22.00
22.00
m1
22.00 x
2.00 x
=
242.00
242.00
kg
14.50 x
4.00
=
58.00
58.00
m1
= = =
134.73 264.47 399.20
798.40
kg
= = =
17.66 3.53 15.07
36.27
kg
=
12.00
12.00
bh
= =
133.20 26.64
159.84
kg
= =
22.04 5.89
27.93
kg
=
24.00
24.00
bh
= =
740.10 266.44
1,006.54
kg
2.70 x 5.30 x 8.00 x
1.00 x 1.00 x 1.00 x
Base plate 12 mm Pengaku BP 10 mm Plat stiff 8 mm
0.25 x 0.10 x 0.200 x
0.25 x 0.15 x 0.200 x
Angkur dia. 16 mm
4.00 x
3.00
- WF 250x125x6x9 Voute
1.50 x 0.60 x
3.00 x 1.50 x
Plat joint 12 mm Plat stiff 8 mm
0.520 x 0.250 x
0.150 x 0.125 x
Baut dia. 19 mm
8.00 x
3.00
- UNP 200x80x7,5
5.00 x 1.80 x
2.00 x 2.00 x
7.54 kg/m1
1.00 x
62.80 kg/m2
5.50 kg/m1
49.90 kg/m1 49.90 kg/m1 49.90 kg/m1 3.00 x 3.00 x 6.00 x
94.20 kg/m2 78.50 kg/m2 62.80 kg/m2
29.60 kg/m1 29.60 kg/m1 3.00 x 3.00 x
3.00 x 3.00 x
Hit. Kantor - 22/108
94.20 kg/m2 62.80 kg/m2
24.67 kg/m1 24.67 kg/m1
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
Jenis Pekerjaan
Perhitungan
Plat joint 10 mm Plat joint 10 mm
0.25 x 0.40 x
= =
39.25 75.36
114.61
kg
Baut dia. 19 mm
3.00 x
10.00
=
30.00
30.00
bh
- L 50x50x5
0.20 0.30 1.50 1.80 1.50
84.00 84.00 84.00 3.00 6.00
= = = = =
63.34 95.00 475.02 20.36 33.93
687.65
kg
- Plat bordes 4,5 mm
0.20 x 0.30 x 1.80 x
1.50 x 1.50 x 1.50 x
= = =
466.20 699.30 299.70
1,465.20
kg
5.00 x 1.80 x 1.50 x
3.00 3.00 1.00
= = =
15.00 5.40 1.50
21.90
m1
4.00 x
2.00 x
=
399.20
399.20
kg
0.250 x 0.200 x
0.250 x 0.200 x
= =
11.78 6.28
18.06
kg
Chemical angkur M16
4.00 x
2.00
=
8.00
8.00
bh
Baut dia. 16 mm
4.00 x
2.00
=
8.00
8.00
bh
3.00 x 0.60 x
2.00 x 1.00 x
= =
127.98 12.80
140.78
kg
Plat joint 12 mm Plat stiff 8 mm
0.420 x 0.200 x
0.150 x 0.100 x
= =
11.87 2.51
14.38
kg
Baut dia. 16 mm
8.00 x
2.00
=
16.00
16.00
bh
- Pipa besi dia. 2"
2.50 x
2.00
=
5.00
5.00
m1
Plat joint 10 mm Plat joint 10 mm Plat joint 10 mm
0.40 x 0.20 x 0.10 x
0.20 x 0.20 x 0.20 x
= = =
12.56 6.28 3.14
21.98
kg
Baut dia. 16 mm
2.00 x
4.00
=
8.00
8.00
bh
=
90.40
90.40
kg
= =
9.04 3.01
12.06
kg
=
32.00
32.00
bh
=
19.41
19.41
kg
=
2.00
2.00
bh
- Railing pipa dia. 2" & 1,5 "
15 Canopy uk. (5x3) m2 - Kolom HB 200x200x8x12 Base Plat 12 mm Plat joint 10 mm
- Rafter WF 200x100x5,5x8
- Gording CNP 125x50x20x2,3
x x x x x
0.20 x 0.20 x
x x x x x
10.00 x 12.00 x
3.77 3.77 3.77 3.77 3.77
78.50 kg/m2 78.50 kg/m2
Volume
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
42.00 x 42.00 x 3.00 x
37.00 kg/m2 37.00 kg/m2 37.00 kg/m2
49.90 kg/m1 2.00 x 2.00 x
94.20 kg/m2 78.50 kg/m2
21.33 kg/m1 21.33 kg/m1 2.00 x 2.00 x
2.00 x 2.00 x 2.00 x
94.20 kg/m2 62.80 kg/m2
78.50 kg/m2 78.50 kg/m2 78.50 kg/m2
5.000 x
4.00 x
4.52 kg/m1
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
8.00 x 4.00 x
Baut dia. 12 mm
4.00 x
8.00
6.13 x
2.00 x
Watermur dia. 5/8"
2.00 x
1.00
- Trekstang dia. 12 mm
1.10 x
6.00 x
0.89 kg/m1
=
5.89
5.89
kg
- Atap ACP & Plafond ACP
5.00 x
3.00 x
2.00
=
30.00
30.00
m2
- Lisplank CNP 100x50x20x2,3
5.00 x 3.00 x 0.50 x
2.00 x 2.00 x 14.00 x
= = =
40.70 48.84 28.49
118.03
kg
2.00 x
10.00
=
20.00
20.00
bh
- Ikatan angin dia. 16 mm
- Baut dia. 12 mm
62.80 kg/m2 62.80 kg/m2
1.58 kg/m1
1.00 x 2.00 x 1.00 x
Hit. Kantor - 23/108
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. KANTOR UK. (8x20) M2 x 3 lantai No
Jenis Pekerjaan
- Lisplank ACP
- Flashing
Perhitungan
1.20 x 1.20 x
5.00 x 3.00 x
5.00 x 3.00 x
2.00 2.00
1.00 2.00
Hit. Kantor - 24/108
Volume
= =
6.00 7.20
13.20
m2
= =
10.00 6.00
16.00
m1
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN KANTOR UK. (8x12) M2 x 3 LANTAI NO
I 1 2 3 4 5
6
7
8
8 9 II 1 2 3 4
5
6
7
8
9
10 11 12 13 14 15 16 17 18 19
JENIS PEKERJAAN
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Pasir urug t. 10 cm Lantai kerja t. 5 cm Pondasi tapak - Cor beton K 300 - Besi beton - Bekisting Kolom pedestal - Cor beton K 300 - Besi beton - Bekisting Sloof beton - Cor beton K 300 - Besi beton - Bekisting Dinding beton - Cor beton K 300 - Besi beton - Bekisting Urugan tanah kembali Buang tanah (perataan sisa galian) PEKERJAAN LANTAI Pemadatan tanah Urugan pasir t. 10 cm Lantai kerja t. 5 cm Lantai dasar - Cor beton t. 10 cm K 300 - Wiremesh M6 - 1 lps Lantai atas el. 4.00 - Cor beton t. 12 cm K 300 - Wiremesh M8 - 1 lps - Bekisting - Alat bantu pompa Lantai atas el. 8.00 - Cor beton t. 12 cm K 300 - Wiremesh M8 - 1 lps - Bekisting - Alat bantu pompa Tangga beton dalam - Cor beton K 300 - Besi beton - Bekisting Tangga beton entrance : - Cor beton - Besi beton - Bekisting Canopy beton + balok beton : - Cor beton K 300 - Besi beton - Bekisting Lantai rabat beton t. 7 cm Trowel finish rabat Tali air rabat Pondasi batu kali rabat Screeding lantai Finish Lantai Granite tile uk. 60x60 cm ex. China Keramik lantai toilet uk. 20x20 cm ex. Roman Plint lantai granite tile 10x60 cm Finish tangga Granite tile uk. 60x60 cm ex. China Stepnosing tangga
UNIT
VOLUME
m1 m3 m3 m3
68.00 124.97 7.11 3.67
m3 kg m2
12.95 1,090.43 28.70
m3 kg m2
4.31 600.37 40.92
m3 kg m2
7.20 1,208.62 86.40
m3 kg m2 m3 m3
14.08 1,700.82 121.60 91.58 33.38
m2 m3 m3
176.00 17.60 8.80
m3 m2
16.00 160.00
m3 m2 m2 ls
17.74 147.85 6.72 1.00
m3 m2 m2 ls
19.20 160.00 6.72 1.00
m3 kg m2
3.73 655.68 35.57
m3 kg m2
2.88 507.14 27.49
m3 kg m2 m3 m2 m1 m3 m2 m2 m2 m1 m2 m1
23.28 2,397.12 262.40 4.20 56.00 60.00 3.84 509.30 408.05 70.20 254.90 31.05 50.70
BQ Kantor - 25/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN KANTOR UK. (8x12) M2 x 3 LANTAI NO
20 21
III 1 2 3 4 5 6 7 8 9 10 11 12 14 15 16 17 18 19 20 21 22 23 24 25 26 27 28 29 30 31
32
JENIS PEKERJAAN
Waterprofing coating toilet & dak beton Cor beton bungkus kolom tampak luar - Cor beton K 250 - Besi beton - Bekisting PEK. KONSTRUKSI BAJA & ATAP Kolom KC 350x350x7x11 Kolom WF 350x175x7x11 Balok sokong WF 200x100x5,5x8 Balok lantai WF 350x175x7x11 Balok lantai WF 300x150x6,5x9 Rafter WF 200x100x5,5x8 Overstek WF 150x75x5x7 Gording & lisplank CNP 150x65x20x2,3 Rangka lisplank L 50x50x5 Dudukan talang CNP 150x65x20x2,3 Ikatan angin dia. 16 mm Trekstang dia. 12 mm Plat conection Angkur M22 ST 41 Baut M20 HTB A325 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Bondek t. 0,75 mm Shearconector dia. 12 mm Atap zincalume 0,50 mm Isolasi atap indofoil t. 8 mm Nok atap Lisplank dalam zincalume 0,40 mm Lisplank ACP Flashing atap Talang datar fiber 3 mm + beugel Pipa PVC dia. 6" type D Cat zincromate & finish Tangga baja luar = 1 unit - HB 200x200x8x12 - WF 250x125x6x9 - UNP 200x80x7,5 - L 50x50x5 - Plat bordes 4,5 mm - Plat conection - Angkur dia. 16 mm ST 41 - Baut M20 HTB - Railing pipa hitam medium dia. 2" & 1,5" + cat - Cat zincromate & finish Canopy entrance uk. (5x3) m2 : - HB 200x200x8x12 - WF 200x100x5,5x8 - CNP 125x50x20x2,3 - CNP 100x50x20x2,3 - Plat conection - Ikatan angin dia. 16 mm - Trekstang dia. 12 mm - Pipa besi dia. 2" - Chemical angkur M16 - Baut dia. 16 mm HTB - Baut dia. 12 mm - Water mur dia. 16 mm - Atap & plafond ACP - Lisplank ACP - Flashing
UNIT
VOLUME
m2
207.46
m3 kg m2
4.86 206.19 54.00
kg kg kg kg kg kg kg kg kg kg kg kg kg bh bh bh bh bh m2 bh m2 m2 m1 m2 m2 m1 m1 m1 kg
1,587.20 3,174.40 852.48 2,613.04 5,292.14 1,018.24 212.80 2,813.80 113.10 242.00 65.22 67.44 1,883.39 32.00 798.00 80.00 144.00 6.00 316.30 1,778.00 242.00 242.00 22.00 82.50 178.20 66.00 22.00 58.00 19,935.24
kg kg kg kg kg kg bh bh m1 kg
798.40 159.84 1,006.54 687.65 1,465.20 178.81 12.00 54.00 21.90 4,296.43
kg kg kg kg kg kg kg m1 bh bh bh bh m2 m2 m1
399.20 140.78 90.40 118.03 66.47 19.41 5.89 5.00 8.00 32.00 52.00 2.00 30.00 13.20 16.00
BQ Kantor - 26/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN KANTOR UK. (8x12) M2 x 3 LANTAI NO
JENIS PEKERJAAN
UNIT
- Cat zincromate & finish IV 1 2 3 4 5 6 7 8 9 10 11 12 13
PEKERJAAN DINDING Kolom praktis Ring praktis Pas. Bata ringan tb 10 cm Plester & aci dinding bata ringan Keramik dinding toilet uk. 20x40 cm ex. Roman Tali air dinding + U alumunium tampak depan Partisi double gypsum 9 mm + rangka metal stud Plint lantai alumunium Cat dinding dalam emulsion ex. Cendana Mowilex Cat dinding luar wheathershield ex. Mowilex Cover Portal pintu entrance dengan ACP & rangka Cover kolom dengan partisi gypsum Railing tangga dalam stainless steel pipa dia. 2" & 1"
V 1
PEKERJAAN PINTU & JENDELA Pintu kaca tempered t. 10 mm + floor hinge + Handle + stiker sandbalast uk. 2700x2400 mm Jendela kaca stopsol supersilver dark blue t. 6 mm
2
3
4
5 6 7 8 9
kg
+ kusen alumunium 4" natural ex. Alexindo uk. (2500x2000) mm Jendela kaca stopsol supersilver dark blue t. 6 mm + kusen alumunium 4" natural ex. Alexindo uk. (1750x2000) mm Jendela kaca stopsol supersilver dark blue t. 6 mm + kusen alumunium 4" natural ex. Alexindo uk. (900x2000) mm Bovenlight kaca uk. (800x500) mm + kusen alum natural 4" ex. Alexindo Pintu kaca double swing uk. (1500x2450) mm + kusen alum. natural 4" ex. Alexindo Pintu alumunium + ACP single swing uk. (900x2450) mm + kusen alum. natural 4" ex. Alexindo Pintu alum. Spandrel uk. (800x2000) mm + kusen alumunium 4" natural ex. Alexindo Pintu besi swing uk. (1000x2150) mm plat 1 sisi
VOLUME
H. SATUAN ( Rp. )
862.78
m3 m3 m2 m2 m2 m1 m2 m1 m2 m2 unit m2 m1
14.23 11.89 1,023.12 2,046.24 178.00 464.00 64.00 32.00 1,397.82 805.62 1.00 63.90 23.40
unit
1.00
unit
10.00
unit
1.00
unit
7.00
unit
10.00
unit
3.00
unit
8.00
unit
12.00
unit
1.00
VI 1 2 3 4 5 6
PEKERJAAN PLAFOND (hanya Lt. 3 saja) Plafond gypsum 9 mm + rangka hollow Plafond kalsiboard 6 mm + rangka hollow teras luar List plafond Plafond drop / janggutan tangga Cat plafond dalam emulsion ex. Cendana Mowilex Cat plafond luar wheathershield ex. Mowilex
m2 m2 m1 m2 m2 m2
139.20 100.70 192.80 9.60 157.40 82.50
VII 1 2 3 4 5 6 7 8 9
PEKERJAAN SANITAIR & INSTALASI AIR Closet duduk type Granada Basic ex. Amstad Shower spray ex. San Ei Floordrain ex. San ei Wastafel gantung ex. Amstad Urinoir ex. Amstad Shower Head & stopkran ex. San Ei Kitchen sink 1 lubang 1 sayap Kran kitchen sink ex. San Ei Meja beton lapis keramik u/ pantry
unit unit unit unit unit unit unit unit m1
12.00 12.00 16.00 8.00 4.00 4.00 4.00 4.00 13.00
Total I - VII Jasa 6 %
BQ Kantor - 27/108
JUMLAH ( Rp. )
-
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN KANTOR UK. (8x12) M2 x 3 LANTAI NO
JENIS PEKERJAAN
UNIT
BQ Kantor - 28/108
VOLUME
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total I - IV
-
Dibulatkan
-
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
I 1
PEK. PONDASI Uitset / bowplank
2
Galian tanah Pondasi batu kali sloof 150x250 Pondasi genset Pondasi tapak 1 x 1 m
Buang tanah
Pondasi tapak
Urugan tanah kembali 5
6
7
8
14.00 x 35.50 x
2.00 2.00
1.10 1.10 0.35 2.10 1.40
1.10 2.00 0.28 4.40 1.40
131.80 61.80 70.00 131.80 27.00 1.70 1.00 0.35
x x x x x
x x x x x x x x
303.66 -
0.70 0.50 0.50 0.20 0.15 4.00 1.00 0.20
x x x x x
x x x x x x x x
61.80 70.00 27.00 1.00 2.00
0.10 0.60 1.53 0.40 0.28 1.00 0.30 2.00
x x x x x
x x x x x x x x
VOLUME
1.00 1.00 1.00 4.00 9.00
= =
28.00 71.00
= = = = =
74.78 154.00 2.65 36.96 35.28
1.00 1.00 1.00 1.00 1.00 4.00 9.00 9.00
124.15
303.66
m3
124.15
m3
=
179.51
179.51
m3
9.73
m3
0.65
m3
99.66
m3
27.00 x 1.00 x 0.70 x
0.15 x 1.00 x 0.10 x
0.10 x 0.10 x 131.80
1.00 9.00
= = =
0.41 0.10 9.23
Lantai kerja t. 5cm sloof 150/250 Pondasi tapak
27.00 x 1.00 x
0.15 x 1.00 x
0.05 x 0.05 x
1.00 9.00
=
0.20 0.45
Pondasi batu kali
99.00 m'
9.23 18.54 53.55 10.54 1.13 27.20 2.70 1.26
Pasir urug t. 10 cm sloof 150/250 Pondasi tapak Pondasi batu kali
0.70 + 2 0.70 + 2 1.70 x
0.30 x
0.70 x
61.80
=
21.63
0.30 x
1.53 x
70.00
=
53.55
4.00 x
0.90 x
4.00
=
24.48
1.00 x 1.00 x
1.00 x 1.00 x
0.15 x 0.05 x
9.00 9.00
= =
1.35 0.45
1.80
m3
1.30 x 1.31 x
8.00 x 8.00 x
1.04 x 1.04 x
2.00 x 2.00 x
= =
194.69 196.49
391.17
kg
4.00 x
0.15 x
9.00
=
5.40
5.40
m2
131.80 x 27.00 x
0.20 x 0.15 x
0.40 x 0.25 x
= =
10.54 1.01 11.56
m3
1,569.98
kg
Pondasi tapak - Beton
- Pembesian D 13 - 150
- Bekisting 9
PERHITUNGAN
Sloof - Cor beton Sloof 200x 400 Sloof 150x250
- Besi beton 4 dia 16 ( utama ) 1 dia 16 dia 8-150 dia 8-200
4.00 1.00 1.20 1.20
4 dia 13 dia 10-150
4.00 x 0.80 x
x x x x
138.84 69.42 439.00 330.00
x x x x
29.34 x 181.00 x
1.00 1.00 1.00 1.00
x x x x
1.00 x 1.00 x
1.00 1.00
1.58 1.58 0.40 0.40
9.00 9.00
kg/m1 kg/m1 kg/m1 kg/m1
= = = =
879.13 109.89 210.72 158.40
1.04 kg/m1 0.62 kg/m1
= =
122.05 89.78
Hit. Genset - 29/108
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
- Bekisting Sloof 200x400 Sloof 150x200
PERHITUNGAN
131.80 x 27.00 x
0.40 x 0.20 x
2.00 x 2.00 x
VOLUME
1.00 1.00
= =
105.44 10.80 116.24
m2
10 Pedestal 350x250 - Beton
0.35 x
0.25 x
2.10 x
9.00
=
1.65
1.65
m3
- Pembesian 8 dia 16 dia 10-150
8.00 x 1.20 x
2.50 x 15.00 x
2.45 x 0.62 x
9.00 9.00
= =
441.00 100.44
541.44
kg
- Bekisting
1.20 x
2.10 x
=
22.68
22.68
m2
= =
52.00 312.00
364.00
m2
12 Pemadatan tanah
13 Urugan sirtu t. 20 cm
14 Lantai kerja 15 Pondasi genset - Beton - pembesian D 13 - 150
8.00 x 12.00 x
9.00
6.50 26.00
364.00 x 1.70 x
0.20 4.00 x
364.00 x
0.05
0.20 x
(4.00)
1.70 x
4.00 x
0.25 x
4.00
2.10 x 4.40 x
28.00 x 12.00 x
1.04 x 1.04 x
4.00 x 4.00 x
11.40 x
0.25 x
6.50 x 13.00 x 1.70 x
8.00 12.00 4.00 x
- Beton
180.80 x
0.15
- Wiremesh M8 - 2 lapis
180.80
- bekisting
= = -
72.80 5.44
67.36
m3
=
18.20
18.20
m3
6.80
m3
489.22 439.30 928.51
kg kg kg
11.40
m2
52.00 156.00 27.20
180.80
m2
=
27.12
27.12
m3
=
180.80
180.80
m2
2.00 2.00
4.00
16 Pekerjaan lantai t. 15 cm
Pondasi mesin
-
= = = -
4.00
- bekisting
56.50 x
0.15
=
8.48
8.48
m2
17 Floorhardener
6.50 x 12.00 x
8.00 13.00
= =
52.00 156.00
208.00
m2
13.00 3.00 1.00 1.50
x x x x
12.00 2.50 2.50 2.00
= = = =
15.60 0.75 0.25 0.30
16.90
m3
16.90 :
0.10
=
169.00
169.00
m2
18 Keramik lantai 20x20 cm
13.00 x 10.00 x
12.00 3.50
= =
156.00 35.00
191.00
m2
19 Plint lantai
13.00 10.00 3.50 12.00
x x x x
2.00 2.00 2.00 2.00
= = = =
26.00 20.00 7.00 24.00
77.00
m1
2.50 3.15 0.30 2.10
x x x x
0.20 2.50 0.19 1.50
= = = =
0.50 1.34 0.56 0.32
18 Lantai beton t. 10 cm
- Wiremesh M6 - 1 lps
20 Tangga beton entrance - Cor beton - tangga 1
dinding
x x x x
x x x x
0.10 0.10 0.10 0.10
1.00 0.17 2.50 x 0.20 x
0.50 x 0.50
Hit. Genset - 30/108
8.00
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
- Cor beton - tangga 2
x x x x x x x x
1.00 0.17 1.00 0.20 1.00 0.17 2.00 0.20
4.07 x 4.35 x
7.00 x 2.00 x
29.60 29.60
Baseplate t = 12 mm ribplate Plat stifener
0.35 x 0.20 x 0.25 x
0.20 x 0.15 x 0.13 x
94.20 x 78.50 x 62.80 x
Anchor dia 19 mm
4.00 x
9.00
Sokong WF 200x100x5,5x8
4.50 x 5.00 x 2.00 x
2.00 x 3.00 x 1.00 x
21.33 21.33 21.33
Plat t = 10 mm
0.25 x
0.15 x
78.50 x
Baut dia 16 mm
4.00 x
7.00
Sokong WF 300x150x6,5x9
6.50 x 5.00 x
1.00 x 1.00 x
36.70 36.70
Plat t = 10 mm
0.25 x
0.15 x
78.50 x
Baut dia 19 mm
4.00 x
4.00
dinding beton - Cor beton - tangga 3
dinding
1
2
*
3
Rafter WF 250x125x6x9
Endplate t = 12 mm stifener plate t = 8 mm
x x x x x x x x
0.20 1.00 0.19 1.50 0.20 2.00 0.19 1.50
x x
0.50 x 0.50 x
8.00 2.00
x x
0.50 x 0.50
8.00
8.00 12.00 4.00 0.50
x x x x
2.00 6.00 1.00 9.00
x x x x
0.13 x 0.13 x
9.00 x 9.00 x
12.00 x
9.00 x
2.00
overstek WF 150x75x5x7
1.50 x 0.30 x
8.00 x 4.00 x
14.00 14.00
Plat t = 10 mm plat t = 8 mm
0.32 x 0.15 x
0.08 x 0.08 x
78.50 x 62.80 x
Baut dia 16 mm
6.00 x
8.00
CNP 150x65x20x2.3
9.00 9.00 x 9.00 x
0.50 2.00
12.00
4.00
29.60 29.60 29.60 29.60
0.52 x 0.25 x
Baut dia 19 mm
5
1.00 3.15 0.30 2.10 2.00 3.15 0.30 2.10
VOLUME
= = = = = = = =
0.20 0.54 0.23 0.63 0.40 1.07 0.45 0.32
= =
843.30 257.52
= = =
6.54
m3
1,100.82
kg
59.35 10.60 35.33
105.27
kg
=
36.00
36.00
bh
= = =
191.97 319.95 42.66
554.58
kg
=
35.33
35.33
kg
28.00
bh
PEKERJAAN Baja kolom WF 250x125x6x9
voute
4
PERHITUNGAN
34.50 x 7.50 x 28.00 x
8.00 x 1.00 x 4.00 x
5.50 5.50 5.50
Plat t = 8 mm
0.15 x
0.10 x
94.00 x
- Baut dia 12 mm
4.00 x
94.00
6
Trecstang dia 12 mm
1.20 x 1.20 x
88.00 x 14.00 x
7
Wind braching dia 16 mm 13.02 x
2.00 x
2.00 x 2.00 x
8.00 8.00
1.00 x
0.89 0.89
1.00 x
94.20 62.80
1.58
Hit. Genset - 31/108
62.80
= =
238.55 183.50
422.05
kg
=
11.78
11.78
kg
16.00
bh
= = = =
473.60 2,131.20 118.40 133.20
2,856.40
kg
= =
110.21 35.33
145.54
kg
216.00
bh
= =
168.00 16.80
184.80
kg
= =
15.07 5.65
20.72
kg
48.00
bh
= = =
1,518.00 41.25 616.00
2,175.25
kg
=
88.55
88.55
kg
=
376.00
376.00
bh
= =
94.20 14.99
109.18
kg
152.79
kg
=
41.14
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
PERHITUNGAN
13.20 x 8.93 x Turn Buckle
8.00
8
Talang
6.50 +
9
Begel talang
4.00 x 2.00 x
1.00 x 1.00 x
1.58 1.58
VOLUME
= =
83.42 28.22 8.00
bh
28.00
34.50
m'
14.00 +
57.00
798.00
bh
439.75
m2
9.50 x 13.50 x
6.50 28.00
= =
61.75 378.00
11 Flashing
34.50 x 13.50 x
2.00 2.00
= =
69.00 27.00
96.00
m'
12 Pipa dia 8 "
19.90 x 16.50 x
2.00 1.00
= =
39.80 16.50
56.30
m'
13 - Lisplank CNP 100x50x20x2,3
28.00 6.50 13.50 1.000
= = = =
227.92 52.91 219.78 272.69
773.30
kg
= = =
29.40 6.83 28.35
64.58
m2
10 Atap
x x x x
4.07 4.07 4.07 4.07
1.05 x 1.05 x 1.05 x
28.00 x 6.50 x 13.50 x
1.00 1.00 2.00
Baut dia. 12 mm
2.00 x
22.00
=
44.00
44.00
bh
Flashing
1.05 x
6.00
=
6.30
6.30
m1
= = = = = = = = = = = = =
113.62 29.25 38.00 57.00 17.60 (7.76) (8.60) 38.00 57.00 68.00 64.80 57.60 (28.80)
= =
991.43 98.00
1,089.43 m2
5.36 m3
Lisplank zincalume 0,40 mm
IV PEK. DINDING 1 Pas. Dinding bata ringan Dinding luar
Pengurangan roster Pengurangan pintu Dinding dalam
Pengurangan pintu 2
Plesteran + aci Plesteran + aci turap batu kali
3
Kolom praktis
4
Ringbalok praktis
4.37 4.50 4.75 4.75 4.40 2.35 2.00 4.75 4.75 4.00 2.00 2.00 0.80
x x x x
2.00 2.00 4.00 67.00
x x x x x x x x x x x x x
kg/m1 kg/m1 kg/m1 kg/m1
x x x x x x x x x x x x x
26.00 6.50 8.00 12.00 4.00 0.55 2.15 8.00 12.00 17.00 1.80 7.20 2.00
495.72 x 1.40 x
2.00 70.00
4.37 4.75 4.75 2.00
x x x x
12.00 3.00 26.00 24.00
x x x x
0.15 0.15 0.15 0.15
x x x x
0.15 0.15 0.15 0.15
= = = =
1.18 0.32 2.78 1.08
26.00 6.50 8.00 12.00 4.00 8.00 12.00
x x x x x x x
1.00 1.00 1.00 1.00 1.00 1.00 1.00
x x x x x x x
0.15 0.15 0.15 0.15 0.15 0.15 0.15
x x x x x x x
0.20 0.20 0.20 0.20 0.20 0.20 0.20
= = = = = = =
0.78 0.20 0.24 0.36 0.12 0.24 0.36
-
-
1.00 1.00 1.00 1.00 1.00 6.00 2.00 1.00 1.00 1.00 18.00 4.00 18.00
Hit. Genset - 32/108
495.72 m2
4.64 m3
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
5
Roster
5
Cat dinding dalam Pengurangan keramik dinding R. Trafo genset
6
Cat dinding luar
7
Keramik dinding toilet
PERHITUNGAN
17.00 x 1.80 x 7.20 x
1.00 x 18.00 x 4.00 x
0.55 x
2.35 x
239.12 256.60 244.00 4.37 4.75 4.75 4.37
x x x x x x x
1.00 2.00 (1.00) 13.00 12.00 8.00 6.50
1,089.43 -
508.315
12.00 13.00 1.80 0.20
x x x x
2.00 2.00 2.00 2.00
x x x x
x x x x
0.15 x 0.15 x 0.15 x
-
-
0.20 0.20 0.20
VOLUME
= = =
0.51 0.97 0.86
6.00
=
7.76
7.76 m2
239.12 513.20 (244.00) (56.81) (114.00) (76.00) (28.41)
233.10 m2
1.00 2.00 x 2.00 x 1.00
= = = = = = = =
581.12
581.12 m2
= = = =
48.00 52.00 129.60 14.40
244.00
1.00 1.00
2.00 2.00 36.00 36.00
m2
V 1
PEKERJAAN PLAFOND Plafond kalsiboard 6 mm
12.00 x
13.00
=
156.00
156.00 m2
2
List plafond
37.00 x
2.00
=
74.00
74.00 m1
Hit. Genset - 33/108
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
I 1 2 3 4 5 6
7
8
9 10 II 1 2 3 4
JENIS PEKERJAAN
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Pasir urug t. 10 cm Lantai kerja t. 5 cm Pondasi batu kali Pondasi tapak - Cor beton K 300 - Besi beton - Bekisting Kolom pedestal - Cor beton K 300 - Besi beton - Bekisting Sloof beton - Cor beton K 300 - Besi beton - Bekisting Urugan tanah kembali Buang tanah (perataan sisa galian)
11
PEKERJAAN LANTAI Pemadatan tanah Urugan sirtu t. 20 cm Lantai kerja t. 5 cm Pondasi genset beton t. 25 cm - Cor beton K 300 - Besi beton - Bekisting Lantai beton trafo & genset : - Cor beton lantai t. 15 cm K 300 - Wiremesh M8 - 2 lps Floorhardener natural 5 kg/m2 Lantai beton loker : - Cor beton lantai t. 10 cm K 300 - Wiremesh M6 - 1 lps Keramik lantai toilet uk. 20x20 cm putih Plint lantai 10x20 cm Tangga beton entrance : - Cor beton - Besi beton - Bekisting Railing tangga pipa medium dia. 2" & 1"
III 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
PEK. KONSTRUKSI BAJA & ATAP Kolom WF 250x125x6x9 Rafter WF 250x125x6x9 Balok sokong WF 200x100x5,5x8 Balok sokong WF 300x150x6,5x9 Overstek WF 150x75x5x7 CNP 150x65x20x2,3 CNP 100x50x20x2,3 Ikatan angin dia. 16 mm Trekstang dia. 12 mm Plat conection Angkur M20 ST 41 Baut M20 HTB A325 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Atap zincalume 0,50 mm Isolasi atap indofoil t. 8 mm
5
6 7
8 9 10
UNIT
VOLUME
m1 m3 m3 m3 m3
99.00 303.66 9.73 0.65 99.66
m3 kg m2
1.80 391.17 5.40
m3 kg m2
1.65 541.44 22.68
m3 kg m2 m3 m3
11.56 1,569.98 116.24 179.51 124.15
m2 m3 m3
364.00 67.36 18.20
m3 kg m2
6.80 928.51 11.40
m3 m2 m2
27.12 180.80 208.00
m3 m2 m2 m1
16.90 169.00 191.00 77.00
m3 kg m2 m1
6.54 1,151.52 62.42 16.50
kg kg kg kg kg kg kg kg kg kg bh bh bh bh bh m2 m2
1,100.82 2,856.40 554.58 422.05 184.80 2,175.25 773.30 152.79 109.18 407.18 36.00 232.00 76.00 420.00 8.00 439.75 439.75
BQ Genset, trafo loker - 34/108
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
18
JENIS PEKERJAAN
Lisplank zincalume 0,40 mm
UNIT
m2
VOLUME
64.58
BQ Genset, trafo loker - 35/108
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN GENSET, TRAFO, LOKER & TOILET NO
JENIS PEKERJAAN
UNIT
19 20 21 22
Flashing atap Talang datar fiber 3 mm + beugel Pipa PVC dia. 8" type D Cat zincromate & finish
IV 1 2 3 4 5 6 7 8
PEKERJAAN DINDING (Trafo & Genset dinding dalam tidak dicat) Kolom praktis m3 5.36 Ring praktis m3 4.64 Pas. Bata ringan tb 10 cm m2 495.72 Plester & aci dinding bata ringan m2 1,089.43 Pas. Dinding roster + kawat nyamuk SS m2 7.76 Keramik dinding toilet uk. 20x40 cm ex. Roman m2 244.00 Cat dinding dalam emulsion ex. Cendana Mowilex m2 233.10 Cat dinding luar wheathershield ex. Mowilex m2 581.12
V 1 2
PEKERJAAN PINTU & JENDELA Pintu besi swing uk. (2000x2150) mm plat 1 sisi Pintu alum. Spandrel uk. (800x2000) mm + kusen alumunium 4" natural ex. Alexindo Bovenlight kaca uk. (800x500) mm + kusen alum natural 4" ex. Alexindo
3
m1 m1 m1 kg
VOLUME
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
102.30 34.50 56.30 8,736.35
unit unit
2.00 18.00
unit
7.00
VI 1 2 3
PEKERJAAN PLAFOND (LOKER & TOILET) Plafond kalsiboard 6 mm + rangka hollow List plafond Cat plafond dalam emulsion ex. Cendana Mowilex
m2 m1 m2
156.00 74.00 156.00
VII 1 2 3
PEKERJAAN SANITAIR Closet Jongkok type CE 7 Kran air ex. San Ei Floordrain ex. San Ei
unit unit unit
18.00 16.00 18.00
BQ Genset, trafo loker - 36/108
Total I - VII Jasa 6 % Total I - VII
-
Dibulatkan
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. PONDASI GLUCOSE No
1
2
3
4
Jenis Pekerjaan
Bowplank + pengukuran
Galian tanah
Perhitungan
14.00 x 12.00 x 1.00 x 7.30 x
Urugan sirtu t. 20 cm
2.00 2.00 1.15 x 4.00 x 11.00 x 4.00 x -
= =
28.00 24.00
52.00
m1
20.00 2.00 x
0.80
= =
23.00 46.72
69.72 m3
0.20 2.00 x
0.20
= =
19.80 (11.68)
8.12 m3
0.80 x 7.300 x
0.10 x 4.00 x
20.00 2.00 x
0.10
= =
1.60 5.84
7.44 m3
0.70 + 2 7.300 x
0.30 x
0.70 x
20.00
=
7.00
53.72 m3
4.00 x
2.00 x
0.80
=
46.72
1.00 x 3.35 x 1.00 x
7.65 x 9.00 x 1.00 x
0.05 0.05 0.05 x
0.38 1.51 0.10
1.99 m3
2.00
= = =
1.00 x
1.00 x
0.25 x
4.00
=
1.00
1.00
m3
1.50 x 1.31 x
8.00 x 8.00 x
1.04 x 1.04 x
2.00 x 2.00 x
= =
99.84 87.33
187.17
kg
- Bekisting
4.00 x
0.15 x
4.00
=
2.40
2.40
m2
Pedestal 350x250 - Beton
0.35 x
0.25 x
1.90 x
4.00
=
0.67
0.67
m3
- Pembesian 8 dia 16 dia 10-150
8.00 x 1.20 x
2.30 x 14.00 x
1.58 x 0.62 x
4.00 4.00
= =
116.29 41.66
157.95
kg
- Bekisting
1.20 x
1.90 x
4.00
=
9.12
9.12
m2
Cor beton lantai t. 15 cm
1.00 x 3.35 x
7.65 x 9.00 x
0.15 0.15
= =
1.15 4.52
5.67 m3
1.00 x 3.35 x
7.65 x 9.00 x
1.00 1.00
= =
7.65 30.15
37.80 m2
9.00 x 3.35 x
0.15 x 0.15 x
1.00 2.00
= =
1.35 1.01
2.36 m2
7.650 x
4.00 x
0.35 x
=
21.42
21.42 m3
8.05 x 4.40 x 61.20 x
28.00 x 52.00 x 3.00 x
4.00 x 4.00 x 0.80 x
= = =
937.66 951.81 58.02
7.65 x 4.00 x
0.35 x 0.35 x
4.00 4.00
= =
10.71 5.60
16.31 m2
0.200 x
0.40 x
20.00
=
1.60
1.60 m3
- Besi beton 6 D16 dia. 8 - 150
6.000 x 1.200 x
21.05 x 194.00 x
1.58 kg/m1 0.395 kg/m1
= =
199.93 91.96
- Bekisting
2.000 x
0.40 x
20.00
=
16.00
16.00 m2
11 Floorhardener
9.000 x
=
99.00
99.00 m2
5
6
7
Pasir urug t. 10 cm dibawahbatu kali
9.00 x 7.300 x
Volume
Pondasi batu kali
Lantai kerja t. 5 cm
Pondasi tapak - Beton
- Pembesian D 13 - 150
8
9
- Wiremesh M8 - 2 lps
- Bekisting
10 Cor beton pondasi - Besi beton D13 - 150 kaki ayam dia. 8 - Bekisting
11 Sloof beton - Cor beton
2.00 1.04 kg/m1 1.04 kg/m1 0.395 kg/m1
11.00
BQ Pondasi Glucose - 37/108
4.00 4.00
1,947.49
291.89
kg
kg
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. PONDASI GLUCOSE No
Jenis Pekerjaan
12 Buang tanah 13 Atap uk. 9x13 m2 - Kolom WF 250x125x6x9
Perhitungan
7.440 +
53.72
7.00 x 1.20 X 7.50 x
1.00 x 2.00 x 3.00 x
0.30 x 0.15 x 0.250 x
0.20 x 0.10 x 0.125 x
Angkur M20
4.00 x
4.00
Sokong kolom WF 150x75x5x7
5.50 x
4.00 x
14.00 kg/m1
plat joint 10 mm
0.20 x
0.10 x
12.00 x
baut M16
4.00 x
8.00
Rafter WF 250x125x6x9 voute
9.00 x 0.60 x
3.00 x 3.00 x
- plat joint 12 mm Plat stiff 8 mm
0.52 x 0.250 x
0.13 x 0.125 x
- Baut dia. 16 mm
8.00 x
6.00
- Base plate 12 mm pengaku BP 10 mm Plat stiff + tutup 8 mm
- CNP 150x65x20x2,3
29.60 kg/m1 29.60 kg/m1 29.60 kg/m1 4.00 x 4.00 x 12.00 x
6.00 x 6.00 x
9.00 x
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
Baut dia. 12 mm
4.00 x
- Ikatan angin dia. 16 mm
7.40 x
8.00 x
Watermur dia. 5/8"
8.00 x
1.00
Trekstang dia. 12 mm
1.30 x
28.00 x
- Rangka lisplank CNP 100x50x20x2,3
9.00 x 1.00 x
2.00 x 8.00 x
2.00 x 2.00 x
1.05 x
9.00 x
2.00
Flashing atap
Baut dia. 12 mm - Atap zincalume 0,50 mm 14 Cladding - CNP 125x50x20x2,3 - kolom rangka cladding
78.50 kg/m2
29.60 kg/m1 29.60 kg/m1
13.00 x
Lisplank zincalume
94.20 kg/m2 78.50 kg/m2 62.80 kg/m2
94.20 kg/m2 62.80 kg/m2
5.50 kg/m1 27.00 x 13.50 x
62.80 kg/m2 62.80 kg/m2
27.00 1.58 kg/m1
0.89 kg/m1 4.07 kg/m1 4.07 kg/m1
Volume
=
61.16
61.16 m3
= = =
207.20 71.04 666.00
944.24 kg
= = =
22.61 4.71 23.55
50.87 kg
=
16.00
16.00 bh
=
308.00
308.00 kg
=
18.84
18.84 kg
=
32.00
32.00 bh
= =
799.20 53.28
2,222.43 kg
= =
36.74 11.78
48.51 kg
=
48.00
48.00 bh
=
643.50
643.50 kg
= =
30.52 10.17
40.69
kg
=
108.00
108.00
bh
=
93.71
93.71
kg
=
8.00
8.00
bh
=
32.47
32.47
kg
= =
146.52 65.12
211.64
kg
=
18.90
18.90 m2
9.10 x 13.00 x
2.00 2.00
= =
18.20 26.00
44.20 m1
2.00 x
11.00
=
22.00
22.00
bh
9.100 x
13.000
=
118.30
118.30
m2
= = =
36.16 162.72 198.88
397.76 kg
= =
27.13 9.04
36.17
kg
=
96.00
96.00
bh
=
29.97
29.97
kg
= =
36.00 44.00
80.00 m2
4.00 x 9.00 x 11.000 x
1.00 x 4.00 x 4.00 x
Plat joint 8 mm Plat stiff 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
Baut dia. 12 mm
4.00 x
24.00
Trekstang dia. 12 mm
1.40 x
24.00 x
Cladding zincalume
4.00 x 4.00 x
9.00 11.00
9.04 kg/m1 4.52 kg/m1 4.52 kg/m1 24.00 x 12.00 x
62.80 kg/m2 62.80 kg/m2
0.89 kg/m1
BQ Pondasi Glucose - 38/108
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANG. PONDASI GLUCOSE No
Jenis Pekerjaan
Flashing
Perhitungan
4.00 x 9.00 x
2.00 2.00
5.50 x
4.00 x
plat joint 10 mm
0.25 x
0.15 x
baut M16
2.00 x
8.00
1.50 x
8.00 x
0.30 x
0.20 x
8.00 x
- Balok UNP 100x50x6
8.00 x 2.00 x 0.80 x
2.00 x 8.00 x 6.00 x
- L 60x60x6
0.80 x
22.00 x
- Expanded metal
0.80 x 0.80 x
8.00 x 2.00 x
6.40 x 2.00 x 0.80 x
2.00 4.00 2.00
15 Catwalk - Wf 200x100x5,5x8
- Kolom penggantung 2 UNP 80 plat joint 10 mm
- Railing pipa dia. 1,5" & 1"
Volume
= =
8.00 18.00
=
469.26
469.26 kg
=
23.55
23.55 kg
=
16.00
16.00 bh
=
196.08
196.08 kg
=
37.68
37.68 kg
9.40 kg/m1 9.40 kg/m1 9.40 kg/m1
= = =
150.40 150.40 45.12
345.92 kg
5.42 kg/m1
=
95.39
95.39 kg
1.00 4.00
= =
6.40 6.40
12.80 m2
= = =
12.80 8.00 1.60
22.40 m1
21.33 kg/m1 8.00 x
78.50 kg/m2
16.34 kg/m1 78.50 kg/m2
BQ Pondasi Glucose - 39/108
26.00 m1
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PONDASI GLUCOSE NO
I 1 2 3 4 5 6 7
8 9
10
11
12
13 14 15 II 1 2 3 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17
JENIS PEKERJAAN
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Urugan sirtu t. 20 cm Pasir urug t. 10 cm Pondasi batu kali Angkur beton uk. 15x15 cm Sloof beton - Cor beton K 300 - Besi beton - Bekisting Lantai kerja t. 5 cm Pondasi tapak - Cor beton K 300 - Besi beton - Bekisting Kolom pedestal - Cor beton K 300 - Besi beton - Bekisting Cor beton lantai dasar - Cor beton K 300 - Wiremesh M8 - 2 lps - Bekisting Cor beton pondasi tangki Glucose - Cor beton K 300 - Besi beton - Bekisting Floorhardener natural 5 kg/m2 Urugan tanah kembali Buang tanah (perataan sisa galian) PEKERJAAN ATAP UK. (9 x 12) M2 WF 250x125x6x9 WF 150x75x5x7 CNP 150x65x20x2,3 CNP 100x50x20x2,3 Plat conection Ikatan angin dia. 16 mm Trekstang dia. 12 mm Angkur M20 ST 41 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Atap zincalume 0,50 mm Lisplank zincalume 0,40 mm Flashing atap Talang datar fibreglass 3 mm + beugel Pipa PVC dia. 4" type D Cat zincromate & finish Cladding - CNP 125x50x20x2,3 - Plat conection - Trekstang dia. 12 mm
UNIT
VOLUME
m1 m3 m3 m3 m3 bh
52.00 69.72 8.12 7.44 53.72 12.00
m3 kg m2 m3
1.60 291.89 16.00 1.99
m3 kg m2
1.00 187.17 2.40
m3 kg m2
0.67 157.95 9.12
m3 m2 m2
5.67 37.80 2.36
m3 kg m2 m2 m3 m3
21.42 1,947.49 16.31 99.00 8.56 61.16
kg kg kg kg kg kg kg bh bh bh bh m2 m2 m1 m1 m1 kg
3,166.67 308.00 643.50 211.64 158.92 93.71 32.47 16.00 80.00 130.00 8.00 118.30 18.90 44.20 12.00 15.00 1,448.24
kg kg kg
397.76 36.17 29.97
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PONDASI GLUCOSE NO
18
III 1 2 3
JENIS PEKERJAAN
UNIT
VOLUME
- Baut dia. 12 mm - Cladding zincalume 0,40 mm - Flashing - Cat zincromate & finish Catwalk - WF 200x100x5,5x8 - UNP 100x80x6 - UNP 80x45x6 - L 60x60x6 - Plat conection - Baut M16 HTB A325 - Expanded metal - Cat zincromate & finish - Railing pipa hitam dia. 1,5" & 1" + cat - Cat ladder tinggi 6 m
bh m2 m1 kg
96.00 80.00 26.00 463.90
kg kg kg kg kg bh m2 kg m1 unit
469.26 345.92 196.08 95.39 61.23 16.00 12.80 1,167.88 22.40 1.00
PEK. DINDING Dinding BRC tinggi 1,5 m Pintu BRC swing uk. (1,5 x 1 ) m2 Tanggulan beton t. 10 cm dibawah dinding BRC
m1 unit m1
20.00 1.00 20.00
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total I - III Jasa 6 % Total I - III
-
Dibulatkan
-
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN RUANG GANTI (LOKER & TOILET) NO
JENIS PEKERJAAN
PERHITUNGAN
I 1
PEK. PONDASI Uitset / bowplank
2
Galian tanah
1.20 x 1.00 x
2.15 x 1.20 x
3
Pasir urug t. 10 cm dibawahbatu ka
0.80 x
0.10 x
4
Pondasi batu kali
1.00 + 2 0.70 + 2
0.30 x
1.50 x
0.30 x
1.00 x 0.20 x
1.00 x 3.60 x
0.20 x 0.20 X
0.40 x 0.30 X
5
Lantai kerja t. 5 cm
7
Sloof beton - Cor beton
13.20 x 12.00 x
- Besi beton 6 D16 4 D16 dia. 8 - 150
6.00 4.00 1.20 1.00
- Bekisting
2.00 x 2.00 x
8
Buang tanah
9
Pondasi tapak - Beton
x x x x
6.640 +
VOLUME
2.00 2.00
75.00 15.60 481.33 96.00
= =
26.40 24.00
50.40 m'
28.20 44.00
= =
72.76 52.80
125.56 M3
72.20
=
5.78
5.78 M3
21.20
=
20.67
38.52 m3
0.70 x
51.00
=
17.85
0.05 x 0.05 x
8.00 4.00
= =
0.40 0.14
0.54 m3
= =
5.78 0.86
6.64 m3
= = = =
712.35 98.78 228.15 37.92
= =
57.76 8.64
66.40 m2
=
45.16
45.16 m3
=
0.50
0.50
m3
= =
49.92 43.66
93.58
kg
=
1.20
1.20
m2
72.20 14.40
x x x x
1.58 1.58 0.395 0.395
0.40 x 0.30 x
72.20 14.40
kg/m1 kg/m1 kg/m1 kg/m1
38.52
1,077.20
kg
1.00 x
1.00 x
0.25 x
2.00
1.50 x 1.31 x
8.00 x 8.00 x
1.04 x 1.04 x
2.00 x 2.00 x
4.00 x
0.15 x
2.00
10 Pedestal 350x250 - Beton
0.35 x
0.25 x
1.90 x
2.00
=
0.33
0.33
m3
- Pembesian 8 dia 16 dia 10-150
8.00 x 1.20 x
2.30 x 14.00 x
1.58 x 0.62 x
2.00 2.00
= =
58.14 20.83
78.98
kg
- Bekisting
1.20 x
1.90 x
=
4.56
4.56
m2
- Pembesian D 13 - 150
- Bekisting
II 1
Pekerjaan Lantai Pemadatan tanah
2
2.00
2.00 2.00
10.20 x
11.00
=
112.20
112.20
m2
Urugan sirtu t. 20 cm
112.20 x
0.20
=
22.44
22.44
m3
3
Lantai kerja
112.20 x
0.05
=
5.61
5.61
m3
4
Cor beton lantai
10.20 x
11.00 x
=
11.22
- Wiremesh M6 - 1 lapis
10.20 x
11.00
=
112.20
112.20
m2
5
Keramik lantai 20x20 cm
10.20 x
11.00
=
112.20
112.20
m2
6
Tangga beton entrance - Cor beton - tangga 2
= =
0.40 1.07
2.00 x 3.15 x
0.20 x 2.00 x
0.10
1.00 0.17
Hit. R. Ganti - 42/108
11.22 m3
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN RUANG GANTI (LOKER & TOILET) NO
JENIS PEKERJAAN
dinding beton lantai beton
PERHITUNGAN
0.30 3.00 3.00 2.00
x x x x
0.19 0.15 0.25 2.00
x x x x
2.00 x 1.70 1.00 0.15
0.50 x
VOLUME
8.00
= = = =
0.45 0.77 0.75 0.60
=
258.70
= = =
4.04
m3
258.70
kg
13.19 2.36 15.70
31.24
kg
III PEKERJAAN Baja 1 kolom WF 250x125x6x9
2
3
4.37 x
2.00 x
29.60
Baseplate t = 12 mm ribplate Plat stifener
0.35 x 0.20 x 0.25 x
0.20 x 0.15 x 0.13 x
94.20 x 78.50 x 62.80 x
Anchor dia 19 mm
4.00 x
2.00
=
8.00
8.00
bh
Baut dia 19 mm
6.00 x
2.00
=
12.00
12.00
bh
Sokong WF 200x100x5,5x8
4.20 x 6.00 x
1.00 x 1.00 x
21.33 21.33
= =
89.59 127.98
217.57
kg
Plat t = 10 mm
0.25 x
0.15 x
78.50 x
=
11.78
11.78
kg
Baut dia 16 mm
4.00 x
3.00
12.00
bh
Rafter WF 250x125x6x9 voute
9.00 x 0.60 x
3.00 x 3.00 x
Endplate t = 12 mm stifener plate t = 8 mm
0.52 x 0.25 x
0.13 x 0.13 x
3.00 x 3.00 x
12.00 x
3.00 x
2.00
overstek WF 150x75x5x7
1.50 x 0.30 x
3.00 x 1.50 x
14.00 14.00
Plat t = 10 mm plat t = 8 mm
0.32 x 0.15 x
0.08 x 0.08 x
78.50 x 62.80 x
Baut dia 16 mm
8.00 x
3.00
Baut dia 19 mm 4
5
CNP 150x65x20x2.3
9.00 x
5.50
Plat t = 8 mm
0.15 x 0.15 x
0.10 x 0.10 x
9.00 x 9.00 x
- Baut dia 12 mm
4.00 x
10.00 x
6
Trecstang dia 12 mm
1.30 x 1.00 x
8.00 x 1.00 x
4.00 x 4.00 x
7
Wind braching dia 16 mm
7.80 x 6.50 x
4.00 x 4.00 x
1.00 x 1.00 x
Turn Buckle Talang
9
Atap
10 Flashing
11 Pipa dia 4 "
0.50 2.00
4.00
29.60 29.60
11.20 x
8
2.00 2.00 x 4.00 x
2.00 x 2.00 x
94.20 62.80
3.00 3.00
= =
799.20 53.28
852.48
kg
= =
36.74 11.78
48.51
kg
72.00
bh
= =
63.00 6.30
69.30
kg
= =
5.65 2.12
7.77
kg
24.00
bh
=
554.40
554.40
kg
= 62.80 =
25.43 12.72
38.15
kg
=
120.00
120.00
bh
0.89 kg/m1 0.89 kg/m2
= =
37.11 3.57
40.68
kg
1.58 1.58
= =
49.30 41.08
90.38
kg
8.00
8.00
bh
11.20
11.20
m'
101.92
m2
3.00 x 3.00 x
3.00
62.80 0.50 x
9.10 x
11.20
=
101.92
11.20 x 9.10 x
2.00 2.00
= =
22.40 18.20
40.60
m'
6.10 x
3.00
=
18.30
18.30
m'
Hit. R. Ganti - 43/108
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN RUANG GANTI (LOKER & TOILET) NO
JENIS PEKERJAAN
12 - Lisplank CNP 100x50x20x2,3
PERHITUNGAN
VOLUME
11.20 x 9.50 x 1.000 x
2.00 x 2.00 x 21.00 x
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
= = =
91.17 77.33 85.47
1.05 x 1.05 x
11.20 x 9.50 x
1.00 1.00
= =
Baut dia. 12 mm
2.00 x
23.00
Flashing
1.05 x
4.00
Lisplank zincalume 0,40 mm
IV PEK. DINDING 1 Pas. Dinding bata ringan Dinding luar
21.74
m2
=
46.00
46.00
bh
=
4.20
4.20
m1
= = = = = = = = = =
46.92 38.70 (3.87) (3.87) 61.92 36.12 28.80 19.20 (12.80) (6.45)
= =
409.34 29.68
439.02 m2
2.09 m3
204.67 x 1.40 x
2.00 21.20
3.50 3.70 3.70 2.00
x x x x
5.00 5.00 11.00 8.00
x x x x
0.15 0.15 0.15 0.15
x x x x
0.15 0.15 0.15 0.15
= = = =
0.39 0.42 0.92 0.36
10.20 9.00 7.20 8.20 1.80 4.80
x x x x x x
1.00 1.00 2.00 1.00 8.00 2.00
x x x x x x
0.15 0.15 0.15 0.15 0.15 0.15
x x x x x x
0.20 0.20 0.20 0.20 0.20 0.20
= = = = = =
0.31 0.27 0.43 0.25 0.43 0.29
1.00 2.00 (1.00)
= = =
81.75 253.58 (159.20)
176.13 m2
Pengurangan keramik dinding
81.75 x 126.79 x 159.20 x
6
Cat dinding luar
439.02 -
176.130
=
262.89
262.89 m2
7
Keramik dinding toilet
= = = =
62.40 32.80 57.60 6.40
2
Plesteran + aci Plesteran + aci turap batu kali
3
Kolom praktis
4
Ringbalok praktis
5
Cat dinding dalam
V 1
PEKERJAAN PLAFOND Plafond kalsiboard 6 mm
2
List plafond
7.80 8.20 1.80 0.20
x x x x
-
-
1.00 1.00 1.00 2.00 2.00 1.00 4.00 2.00 8.00 2.00
11.76 9.98
10.20 9.00 2.15 2.15 7.20 8.40 3.60 4.80 2.00 2.15
Pengurangan pintu opening
x x x x x x x x x x
kg
x x x x x x x x x x
Pengurangan pintu Pengurangan pintu Dinding dalam
4.60 4.30 1.80 0.90 4.30 4.30 2.00 2.00 0.80 1.50
253.97
4.00 2.00 16.00 16.00
204.67 m2
1.97 m3
x x x x
2.00 2.00 2.00 2.00
10.20 x
9.00
=
91.80
91.80 m2
38.40 x 23.80 x
1.00 2.00
= =
38.40 47.60
86.00 m1
Hit. R. Ganti - 44/108
159.20
m2
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN RUANG GANTI (LOKER & TOILET) NO
I 1 2 3 4 5
6 7
8
9 10 II 1 2 3 4 5 6 7
JENIS PEKERJAAN
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Pasir urug t. 10 cm Pondasi batu kali Sloof beton - Cor beton K 300 - Besi beton - Bekisting Lantai kerja t. 5 cm Pondasi tapak - Cor beton K 300 - Besi beton - Bekisting Kolom pedestal - Cor beton K 300 - Besi beton - Bekisting Urugan tanah kembali Buang tanah (perataan sisa galian) PEKERJAAN LANTAI Pemadatan tanah Urugan sirtu t. 20 cm Lantai kerja t. 5 cm Cor beton lantai t. 15 cm K 300 Wiremesh M8 - 2 lps Keramik lantai toilet uk. 20x20 cm ex. Roman Tangga beton entrance : - Cor beton - Besi beton - Bekisting
III 1 2 3 4 5 6 7 8 9 10 11 12 13 14 15 16 17 18 19 20 21
PEK. KONSTRUKSI BAJA & ATAP Kolom WF 250x125x6x9 Rafter WF 250x125x6x9 Balok sokong WF 200x100x5,5x8 Overstek WF 150x75x5x7 CNP 150x65x20x2,3 CNP 100x50x20x2,3 Ikatan angin dia. 16 mm Trekstang dia. 12 mm Plat conection Angkur M20 ST 41 Baut M20 HTB A325 Baut M16 HTB A325 Baut dia. 12 mm Water mur dia. 5/8" Atap zincalume 0,50 mm Isolasi atap indofoil t. 8 mm Lisplank zincalume 0,40 mm Flashing atap Talang datar fiber 3 mm + beugel Pipa PVC dia. 4" type D Cat zincromate & finish
IV
PEKERJAAN DINDING
UNIT
VOLUME
m1 m3 m3 m3
50.40 125.56 7.44 38.52
m3 kg m2 m3
6.64 1,077.20 66.40 0.54
m3 kg m2
0.50 93.58 1.20
m3 kg m2 m3 m3
0.33 78.98 4.56 80.40 45.16
m2 m3 m3 m3 m2 m2
112.20 22.44 5.61 11.22 112.20 112.20
m3 kg m2
4.04 710.34 38.50
kg kg kg kg kg kg kg kg kg bh bh bh bh bh m2 m2 m2 m1 m1 m1 kg
258.70 852.48 217.57 69.30 554.40 253.97 90.38 40.68 137.45 8.00 84.00 36.00 166.00 8.00 101.92 101.92 21.74 44.80 11.20 18.30 2,474.92
BQ Ruang Ganti - 45/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN RUANG GANTI (LOKER & TOILET) NO
JENIS PEKERJAAN
UNIT
VOLUME
1 2 3 4 5 6 7
Kolom praktis Ring praktis Pas. Bata ringan tb 10 cm Plester & aci dinding bata ringan Keramik dinding toilet uk. 20x40 cm ex. Roman Cat dinding dalam emulsion ex. Cendana Mowilex Cat dinding luar wheathershield ex. Mowilex
m3 m3 m2 m2 m2 m2 m2
2.09 1.97 204.67 439.02 159.20 176.13 262.89
V 1 2
PEKERJAAN PINTU & JENDELA Pintu besi swing uk. (1600x2150) mm plat 1 sisi Pintu kaca double swing uk. (1500x2450) mm + kusen
unit unit
1.00 2.00
unit
8.00
unit
4.00
3 4
alum. natural 4" ex. Alexindo Pintu alum. Spandrel uk. (800x2000) mm + kusen alumunium 4" natural ex. Alexindo Bovenlight kaca uk. (800x500) mm + kusen alum natural 4" ex. Alexindo
VI 1 2 3
PEKERJAAN PLAFOND Plafond kalsiboard 6 mm + rangka hollow List plafond Cat plafond dalam emulsion ex. Cendana Mowilex
m2 m1 m2
91.80 86.00 91.80
VII 1 2 3
PEKERJAAN SANITAIR & INSTALASI AIR Closet Jongkok type CE 7 Kran air ex. San Ei Floordrain ex. San Ei
unit unit unit
8.00 8.00 8.00
BQ Ruang Ganti - 46/108
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total I - VII Jasa 6 % Total I - VII
-
Dibulatkan
-
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN POS JAGA & POLIKLINIK NO
JENIS PEKERJAAN
PERHITUNGAN
I 1
PEK. PONDASI Uitset / bowplank
2
Galian tanah
1.20 x 1.00 x
2.15 x 1.20 x
3
Pasir urug t. 10 cm dibawahbatu ka
1.00 x 1.00 x
0.10 x 0.10 x
4
Pondasi batu kali
1.00 + 2 0.70 + 2
0.30 x
1.50 x
0.30 x
0.70 x
Sloof beton - Cor beton
0.20 x
0.40 x
- Besi beton 6 D16 dia. 8 - 150
6.00 x 1.20 x
49.61 x 313.00 x
- Bekisting
2.00 x
0.40 x
5
6
Buang tanah
II 1
Pekerjaan Lantai Pemadatan tanah
2
17.50 x 6.00 x
VOLUME
2.00 2.00
= =
35.00 12.00
47.00 m'
3.00 46.81
= =
7.74 56.17
63.91 M3
17.20 29.61
= =
1.72 2.96
4.68 M3
17.20
=
16.77
27.13 m3
29.61
=
10.36
46.81
=
3.74
1.58 kg/m1 0.395 kg/m1
= =
471.20 148.36
46.81
=
37.45
37.45 m2
3.74 m3 619.56
kg
3.745 +
27.13
=
30.88
30.88 m3
4.00 x 3.00 x 1.00 x
6.00 8.50 2.00
= = =
24.00 25.50 2.00
51.50
m2
Urugan pasir t. 10 cm
51.50 x
0.10
=
5.15
5.15
m3
3
Lantai kerja
51.50 x
0.05
=
2.58
2.58
m3
4
Cor beton lantai
51.50 x
0.10
=
5.15
5.15 m3
- Wiremesh M6 - 1 lapis 5
Keramik lantai 30x30 cm
6
Keramik lantai 20x20 cm
7
Plint lantai 10x30 cm
8
Tangga beton entrance - Cor beton - tangga 1
2.00 4.00 2.20 1.00
x x x x
0.51 5.50 8.50 4.20 x
-
1.00
1.01 22.00 18.70 4.20
37.51
m2
4.20
=
4.20
4.20
m2
13.60 x 8.00 x
1.00 1.00
= =
13.60 8.00
21.60
m1
= = =
0.40 1.07 0.45
1.92
m3
=
2.52
2.52
m3
= =
399.36 125.14
524.50
kg
=
30.80
30.80
m2
= = =
1.26 0.27 0.40
1.93
m3
0.20 x 2.00 x 0.19 x
1.00 0.17 2.00 x
III PEKERJAAN STRUKTUR ATAS 1 Kolom beton - Cor beton
0.15 x
0.40 x
3.50 x
- Besi beton 8 D13 dia. 8 - 150
8.00 x 1.10 x
4.00 x 24.00 x
12.00 x 12.00 x
- Bekisting
1.10 x
3.50 x
8.00
0.15 x 0.15 x 0.15 x
0.30 x 0.30 x 0.30 x
14.00 x 3.00 x 2.20 x
Balok beton - Cor beton
m2
1.00 x
2.00 x 3.15 x 0.30 x
2
= = = = -
51.50
0.50 x
12.00 1.04 kg/m1 0.40 kg/m1
2.00 2.00 4.00
8.00
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN POS JAGA & POLIKLINIK NO
JENIS PEKERJAAN
- Besi beton 4 D16
dia. 8 - 150
3
PERHITUNGAN
4.00 4.00 4.00 0.90 0.90 0.90
x x x x x x
- Bekisting
0.75 x 0.75 x 0.75 x
Kolom 2CNP 150x65x20x2,3
1.00 0.50 5.00 4.20
Rafter 2CNP 150x65x20x2,3
x x x x
10.30 3.30 2.30 67.00 20.00 14.00
x x x x x x
2.00 2.00 4.00 2.00 2.00 4.00
10.00 x 3.00 x 2.00 x
2.00 2.00 4.00
5.00 5.00 3.00 2.00
11.00 11.00 11.00 11.00
x x x x
x x x x x x
0.15 x
0.40 x
5.00 x
angkur dia. 12 mm
2.00 x
5.00 x
2.00
16.51 x
5.00 x
4.52 kg/m1
plat t = 8 mm plat t = 8 mm
0.15 x 0.12 x
0.12 x 0.10 x
Baut dia 12 mm
4.00 x
25.00
5
Trecstang dia 12 mm
1.30 x
16.00 x
6
Talang
7
Atap
8
Flashing
9
Pipa dia 4 "
Gording CNP 125x50x20x2,3
25.00 x 12.50 x
1.00 x
2.00 x
62.80 kg/m2 62.80 kg/m2
0.89 kg/m1
78.50 kg/m2
= = = = = =
130.44 41.79 58.25 47.64 14.22 19.91
312.25
kg
= = =
15.00 4.50 6.00
25.50
m2
= = = =
55.00 27.50 165.00 92.40
339.90
kg
=
47.10
47.10
kg
20.00
bh
=
373.01
373.01
kg
= =
28.26 9.42
37.68
kg
100.00
bh
18.55
kg
16.51
m'
=
18.55
16.51 5.10 x 4.30 x
7.00 9.51
= =
35.70 40.87
76.57
m2
16.51 x 5.10 x
2.00 2.00
= =
33.01 10.20
43.21
m'
5.00 x
3.00
=
15.00
15.00
m'
16.51 x 5.10 x 1.000 x
4.00 x 4.00 x 50.00 x
4.07 kg/m1 4.07 kg/m1 4.07 kg/m1
= = =
268.70 83.03 203.50
555.23
kg
1.05 x 1.05 x
16.51 x 5.10 x
2.00 2.00
= =
34.66 10.71
45.37
m2
Baut dia. 12 mm
2.00 x
20.00
=
40.00
40.00
bh
Flashing
1.05 x
4.00
=
4.20
4.20
m1
= = = =
= =
101.50 21.00 7.70 (3.87) (3.44) (8.40) (3.00) 26.25 (1.94)
=
271.61
10 - Lisplank CNP 100x50x20x2,3
Lisplank zincalume 0,40 mm
IV PEK. DINDING 1 Pas. Dinding bata ringan Dinding luar
Pengurangan pintu Pengurangan jendela Dinding dalam Pengurangan pintu 2
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
kg/m1 kg/m2 kg/m3 kg/m3
Base plate 10 mm
4
1.58 1.58 1.58 0.40 0.40 0.40
VOLUME
Plesteran + aci
14.50 3.00 2.20 0.90 0.80 2.80 2.00 2.50 0.90
x x x x x x x x x
3.50 3.50 3.50 2.15 2.15 1.50 1.50 3.50 2.15
135.81 x
2.00
x x x x x x x x x
-
2.00 2.00 1.00 2.00 2.00 2.00 1.00 3.00 1.00
135.81 m2
271.61 m2
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : BANGUNAN POS JAGA & POLIKLINIK NO
JENIS PEKERJAAN
3
Kolom praktis
4
Ringbalok praktis
5
Cat dinding dalam
PERHITUNGAN
VOLUME
3.50 x
15.00 x
0.15 x
0.15
=
1.18
1.18 m3
16.50 x 3.00 x 2.20 x
2.00 x 2.00 x 4.00 x
0.15 x 0.15 x 0.15 x
0.20 0.20 0.20
= = =
0.99 0.18 0.26
1.43 m3
1.00 2.00 (1.00)
= = =
111.49 48.63 (22.30)
137.82 m2
Pengurangan keramik dinding
111.49 x 24.32 x 22.30 x
6
Cat dinding luar
271.61 -
137.820
=
133.79
133.79 m2
7
Keramik dinding toilet Keramik dinding klinik
V 1
PEKERJAAN PLAFOND Plafond kalsiboard 6 mm - toilet teras
2
Plafond gypsum 9 mm
3
List plafond
5.20 x 1.50 x
2.00 x 1.00 x
2.00 1.00
= =
20.80 1.50
2.00 x 1.00 x 1.00 x
1.00 x 16.50 x 5.00 x
2.00 2.00 2.00
= = =
4.00 33.00 10.00
47.00 m2
5.50 x 7.50 x 0.50 x
3.00 2.20 2.00
= = =
16.50 16.50 1.00
34.00
1.00 1.00 2.00 1.00
= = = =
15.00 10.40 12.00 13.40
50.80 m1
15.00 10.40 6.00 13.40
x x x x
22.30
m2
m2
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN POS JAGA POLIKLINIK NO
I 1 2 3 4 5
6 7 II 1 2 3 4 5 6 7 8 9
10 11 12 III 1
JENIS PEKERJAAN
PEKERJAAN PONDASI Bowplank + pengukuran Galian tanah Pasir urug t. 10 cm Pondasi batu kali Sloof beton - Cor beton K 300 - Besi beton - Bekisting Urugan tanah kembali Buang tanah (perataan sisa galian) PEKERJAAN LANTAI Pemadatan tanah Urugan pasir t. 10 cm Lantai kerja t. 5 cm Cor beton lantai t. 10 cm site mix Wiremesh M6 - 1 lps Keramik lantai uk. 30x30 cm ex. Roman Keramik lantai toilet uk. 20x20 cm ex. Roman Plint lantai uk. 10x30 cm Tangga beton entrance : - Cor beton - Besi beton - Bekisting Railing pipa hitam medium dia. 2" & 1" + cat (tangga entrance ) Saluran beton terbuka uk. 30x40 cm Saluran beton tertutup uk. 40x50 cm
3 4 5 6 7 8 9 10 11 12 13 14 15
PEK. STRUKTUR ATAS & ATAP Kolom beton - Cor beton - Besi beton - Bekisting Balok beton - Cor beton - Besi beton - Bekisting Plat conection Rafter CNP 150x65x20x2,3 Gording CNP 125x50x20x2,3 Lisplank CNP 100x50x20x2,3 Plat conection Angkur dia. 12 mm ST 41 Baut dia. 12 mm Atap zincalume 0,50 mm Isolasi atap indofoil t. 8 mm Lisplank zincalume 0,40 mm Flashing atap Talang datar fiber 3 mm + beugel Pipa PVC dia. 4" type D Cat zincromate & finish
IV 1 2 3
PEKERJAAN DINDING Kolom praktis Ring praktis Pas. Bata ringan tb 10 cm
2
UNIT
VOLUME
m1 m3 m3 m3
47.00 63.91 4.68 27.13
m3 kg m2 m3 m3
3.74 619.56 37.45 33.03 30.88
m2 m3 m3 m3 m2 m2 m2 m2
51.50 5.15 2.58 5.15 51.50 37.51 4.20 21.60
m3 kg m2 m1
1.92 338.10 18.33 11.50
m1 m1
20.00 35.00
m3 kg m2
2.52 524.50 30.80
m3 kg m2 kg kg kg kg kg bh bh m2 m2 m2 m1 m1 m1 kg
1.93 312.25 25.50 137.45 339.90 373.01 555.23 84.78 20.00 140.00 76.57 76.57 45.37 47.41 16.51 15.00 1,034.95
m3 m3 m2
1.18 1.43 135.81
BQ Pos Jaga - 50/108
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN POS JAGA POLIKLINIK NO
4 5
JENIS PEKERJAAN
Plester & aci dinding bata ringan Keramik dinding toilet uk. 20x40 cm ex. Roman
UNIT
VOLUME
m2 m2
BQ Pos Jaga - 51/108
271.61 22.30
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : BANGUNAN POS JAGA POLIKLINIK NO
JENIS PEKERJAAN
UNIT
6 7
Cat dinding dalam emulsion ex. Cendana Mowilex Cat dinding luar wheathershield ex. Mowilex
V 1
PEKERJAAN PINTU & JENDELA Jendela kaca polos t. 6 mm uk. (2800x1500) mm + kusen alumunium 4" natural ex. Alexindo Jendela kaca polos t. 6 mm uk. (2000x1500) mm + kusen alumunium 4" natural ex. Alexindo Pintu kaca single swing uk. (900x2450) mm + kusen alum. natural 4" ex. Alexindo Pintu alum. Spandrel uk. (800x2000) mm + kusen alumunium 4" natural ex. Alexindo Bovenlight kaca uk. (800x500) mm + kusen alum natural 4" ex. Alexindo Bovenlight kaca uk. (2400x500) mm + kusen alum
2 3 4 5 6
VOLUME
m2 m2
137.82 133.79
unit
1.00
unit
2.00
unit
2.00
unit
2.00
unit
3.00
unit
1.00
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
natural 4" ex. Alexindo VI 1 2 2 3
PEKERJAAN PLAFOND Plafond kalsiboard 6 mm + rangka hollow Plafond gypsum 9 mm + rangka hollow List plafond Cat plafond dalam emulsion ex. Cendana Mowilex
m2 m2 m1 m2
47.00 34.00 86.00 81.00
VII 1 2 3 4 5 6
PEKERJAAN SANITAIR & INSTALASI AIR Closet duduk type Granada Basic ex. Amstad Shower spray ex. San Ei Closet Jongkok type CE 7 Kran air ex. San Ei Floordrain ex. San Ei Wastafel gantung ex. Amstad
unit unit unit unit unit unit
1.00 1.00 1.00 1.00 1.00 1.00
BQ Pos Jaga - 52/108
Total I - VII Jasa 6 % Total I - VII
-
Dibulatkan
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PAGAR DEPAN No
Jenis Pekerjaan
I 1
PEK. PAGAR DEPAN & PINTU GERBANG Bowplank + pengukuran
2
Galian tanah
1.00 x
1.40 x
3
Pasir urug t. 10 cm dibawah batu kali
0.80 x
0.10 x
4
Pondasi batu kali - pagar
0.80 + 2 2.00 + 2
0.30 x
1.00 x
0.30 x
1.00 + 2 0.80 + 2 0.80 + 2
Sloof beton - Cor beton
0.20 x
0.30 x
- Besi beton 4 D13 dia. 8 - 150
4.00 x 1.00 x
166.70 x 1,160.00 x
- Bekisting
2.00 x
0.30 x
0.200 x
0.40 x
2.44 x
- Besi beton 4 D13 dia. 8 - 150
4.00 x 1.20 x
2.84 x 17.00 x
45.00 x 45.00 x
- Bekisting
1.20 x
2.44 x
5
Pondasi batu kali turap : jalan entrance kiri
jalan entrance kanan
6
7
Kolom beton
8
Pas. Dinding bata
9
Plesteran + aci Plesteran + aci pondasi batu kali atas
Perhitungan
189.00 x
1.00
Volume
=
189.00
189.00
m3
173.90
=
243.46
243.46
m3
173.90
=
13.91
13.91
m3
158.90
=
87.40
165.02
m3
4.50 x
15.00
=
77.63
0.30 x
2.00 x
15.00
=
19.50
50.85
m3
0.30 x
1.00 x
30.00
=
16.50
0.30 x
1.00 x
27.00
=
14.85
=
9.53
9.53
m3
= =
693.47 458.20
1,151.67
kg
=
95.34
95.34
m2
45.00
=
8.78
8.78
m3
1.04 kg/m1 0.395 kg/m1
= =
531.65 362.61
894.26
kg
=
131.76
131.76
m2
158.90 1.04 kg/m1 0.395 kg/m1 158.90
45.00
1.00 x 10.80 x
158.90 1.44
= =
158.90 15.55
174.45
m2
174.45 x 0.70 x
2.00 174.45
= =
348.90 122.12
471.02
m2
4.00 x
40.00
=
160.00
160.00
m1
1.20 x 10.800 x
45.00 2.00
= =
54.00 21.60
75.60
m1
12 Pagar hollow slidding uk. 12700x1925 mm
1.00
unit
13 Pintu pagar hollow swing uk. 1500x1925 mm
1.00
unit
10 Pagar hollow 20x40 & 60x60 11 Profilan atas kolom
14 Cat dinding wheathershield
15 Cor beton tambahan untuk rel pintu Wiremesh M8 - 1 lps 16 Buang tanah (perataan sisa galian)
II 1
PEKERJAAN DEKKER Galian tanah Galian tanah perkerasan jalan
471.02 x 131.76 x
1.00 1.00
13.00 x
0.60 x
13.00 x
0.60
0.25
= =
471.02 131.76
602.78
m2
=
1.95
1.95
m3
=
7.80
7.80
m2
188.47
m3
131.59
m3
188.47
1.00 x 21.60 + 2
2.15 x 28.69 x
21.60 x 3.08 x
2.00 0.50
= =
92.88 38.71
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PAGAR DEPAN No
Jenis Pekerjaan
Perhitungan
Volume
2
Pasir urug t. 10 cm
1.00 x
0.10 x
21.60 x
2.00
=
4.32
4.32
m3
3
Lantai kerja t. 5 cm
1.00 x
0.05 x
21.60 x
2.00
=
2.16
2.16
m3
4
Cor beton pondasi
1.00 x 1.70 x 1.80 x
0.35 x 0.20 x 0.20 x
21.60 x 21.60 x 21.60 x
2.00 2.00 1.00
= = =
15.12 14.69 7.78
37.58
m3
x x x x x x x
4.00 4.00 4.00 4.00 2.00 2.00 0.70
1.04 1.04 1.04 1.04 1.04 1.04 0.62
= = = = = = =
898.56 658.69 1,257.98 1,129.19 628.99 564.60 146.24
5,284.26
kg
2.20 x 1.20 x
21.60 x 21.60 x
4.00 1.00
= =
190.08 25.92
216.00
m2
4.00 x 10.00 x
2.00 2.00
= =
8.00 20.00
28.00
m1
2.00 x
11.00
=
22.00
22.00
bh
- Atap zincalume 0,50 mm
4.000 x
10.000
=
40.00
40.00
m2
5
Urugan sirtu t. 25 cm
21.60 + 2
28.69 x
3.08 x
0.25
=
19.36
19.36
m3
6
Pasir urug t. 5 cm
21.60 + 2
28.69 x
3.08 x
0.05
=
3.87
3.87
m3
7
Plastik cor
21.60 + 2
28.69 x
3.08 x
1.00
=
77.43
77.43
m2
8
Cor beton t. 20 cm
21.60 + 2
28.69 x
3.08 x
0.20
=
15.49
15.49
m2
9
Wiremesh M7 - 2 lps
21.60 + 2
28.69 x
3.08 x
1.00
=
77.43
77.43
m2
- Besi beton D13 - 150
kaki ayam D10 - Bekisting
Flashing atap
Baut dia. 12 mm
1.50 22.620 2.10 22.62 2.10 22.62 112.32
x x x x x x x
144.00 7.000 144.00 12.00 144.00 12.00 3.00
x x x x x x x
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PAGAR DEPAN, PINTU GERBANG & TURAP RAMPING ENTRANCE NO
1 2 3 4 5 6
7
8 9 10 11 12 13 14 15 16 17 18 19
JENIS PEKERJAAN
Bowplank + pengukuran Galian tanah Urugan pasir t. 10 cm dibawah batu kali Pondasi batu kali pagar Pondasi batu kali turap ramping jalan entrance Sloof beton - Cor beton site mix - Besi beton - Bekisting Kolom beton - Cor beton site mix - Besi beton - Bekisting Pas. Dinding bata Plesteran + aci Pagar hollow 60x60 mm & 20x40 mm di cat Profilan atas kolom Cat dinding wheathershield Pintu gerbang hollow slidding uk. (12700x1925) m2 lengkap dengan roda (tidak termasuk motor pengerak) Rel UNP 80x45x6 + besi beton dia. 19 mm Pintu pagar swing hollow uk. (1500x1925) mm Cor beton tambahan jalan untuk rel t. 25 cm Wiremesh M7 - 1 lps Urugan tanah kembali Buang tanah (perataan sisa galian)
UNIT
VOLUME
m1 m3 m3 m3 m3
189.00 243.46 13.91 165.02 50.85
m3 kg m2
9.53 1,151.67 95.34
m3 kg m2 m2 m2 m1 m1 m2 unit
8.78 894.26 131.76 174.45 471.02 160.00 75.60 602.78 1.00
m1 unit m3 m2 m3 m3
50.80 1.00 1.95 7.80 54.99 188.47
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total Jasa 6 % Total
-
Dibulatkan
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : DEKKER DEPAN No
Jenis Pekerjaan
1
Galian tanah Galian tanah perkerasan jalan
2
Perhitungan
Volume
1.00 x 21.60 + 2
2.15 x 28.69 x
21.60 x 3.08 x
2.00 0.50
= =
92.88 38.71
131.59
m3
Pasir urug t. 10 cm
1.00 x
0.10 x
21.60 x
2.00
=
4.32
4.32
m3
3
Lantai kerja t. 5 cm
1.00 x
0.05 x
21.60 x
2.00
=
2.16
2.16
m3
4
Cor beton pondasi
1.00 x 1.70 x 1.80 x
0.35 x 0.20 x 0.20 x
21.60 x 21.60 x 21.60 x
2.00 2.00 1.00
= = =
15.12 14.69 7.78
37.58
m3
x x x x x x x
4.00 4.00 4.00 4.00 2.00 2.00 0.70
1.04 1.04 1.04 1.04 1.04 1.04 0.62
= = = = = = =
898.56 658.69 1,257.98 1,129.19 628.99 564.60 146.24
5,284.26
kg
2.20 x 1.20 x
21.60 x 21.60 x
4.00 1.00
= =
190.08 25.92
216.00
m2
4.00 x 10.00 x
2.00 2.00
= =
8.00 20.00
28.00
m1
2.00 x
11.00
=
22.00
22.00
bh
- Atap zincalume 0,50 mm
4.000 x
10.000
=
40.00
40.00
m2
5
Urugan sirtu t. 25 cm
21.60 + 2
28.69 x
3.08 x
0.25
=
19.36
19.36
m3
6
Pasir urug t. 5 cm
21.60 + 2
28.69 x
3.08 x
0.05
=
3.87
3.87
m3
7
Plastik cor
21.60 + 2
28.69 x
3.08 x
1.00
=
77.43
77.43
m2
8
Cor beton t. 20 cm
21.60 + 2
28.69 x
3.08 x
0.20
=
15.49
15.49
m3
9
Wiremesh M7 - 2 lps
21.60 + 2
28.69 x
3.08 x
1.00
=
77.43
77.43
m2
82.78
m3
- Besi beton D13 - 150
kaki ayam D10 - Bekisting
Flashing atap
Baut dia. 12 mm
10 Buang tanah (perataan sisa galian)
1.50 22.620 2.10 22.62 2.10 22.62 112.32
82.78
x x x x x x x
144.00 7.000 144.00 12.00 144.00 12.00 3.00
x x x x x x x
kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1 kg/m1
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : DEKKER NO
1 2 3 4
5
6 7
JENIS PEKERJAAN
Galian tanah Urugan pasir t. 10 cm Lantai kerja t. 5 cm Beton Dekker - Cor beton K 300 - Besi beton - Bekisting Jalan beton dari jalan raya sampai dengan dekker - Urugan sirtu t. 25 cm - Urugan pasir t. 5 cm - Plastik cor - Cor beton K 300 t. 20 cm - Wiremesh M7 - 2 lps Urugan tanah kembali Buang tanah (perataan sisa galian)
UNIT
VOLUME
m3 m3 m3
131.59 4.32 2.16
m3 kg m2
37.58 5,284.26 216.00
m3 m3 m2 m3 m2 m3 m3
19.36 3.87 77.43 15.49 77.43 48.82 82.78
H. SATUAN ( Rp. )
JUMLAH ( Rp. )
Total Jasa 6 % Total
-
Dibulatkan
-
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG I TANGGAL : 20 FEBRUARI 2019 No.
1 2
Item Pekerjaan
Gudang I Bowplank dan pengukuran Bor pile Ø 40 cm PC 1 BP 1A P4
Perhitungan
37.50 1.00 -
+ x x x
66.00 28.00 1.00 3.00
+ = = =
Total
37.50 1.00
titik titik titik
141.00 1.00
m' titik
284.69
m³
43.76
m³
240.94 102.64
m³ m²
10.26
m³
15.84 158.40 3,871.89
m³ m² kg
1.00
m³
1.00 3
Galian tanah Sloof TB 1 uk. 200 x 400 ( Dalam bangunan )
TB 1 uk. 200 x 400 ( Pinggir bangunan )
Panjang
63.00 x
1.00
=
63.00 63.00
Panjang
0.60 x 36.00 x 63.00 x
0.48 2.00 1.00
x = =
0.60 x
0.48 2.28
x
63.00 72.00 m 63.00 m 135.00 m 135.00
1.90 x 1.20 x 2.40 x
1.60 1.20 2.40
x x x
Pondasi PC 1 uk. 1500 x 1200 x 300 BP 1A uk. 800 x 800 x 600 P 4 uk. 2000 x 2000 x 350
4
Buangan tanah eks galian Sloof TB 1 uk. 200 x 400 Panjang
7 8
x x x
28.00 1.00 3.00
18.14 m³
=
38.88 m³
= = =
185.56 m³ 3.57 m³ 38.53 m³ 284.69
2.00 2.00
= =
0.20 x
0.48
x
1.50 x 0.80 x 2.00 x
1.20 0.80 2.00
x x x
Urugan tanah kembali / perataan Lantai kerja t=3 cm TB 1 uk. 200 x 400 PC 1 uk. 1500 x 1200 x 300 BP 1A uk. 800 x 800 x 600 P 4 uk. 2000 x 2000 x 350
284.69 -
43.76
0.20 1.50 0.80 2.00
198.00 1.20 0.80 2.00
Pasir t=10 cm TB 1 uk. 200 x 400 Beton Bekisting Pembesian L=36 m
102.64 x
0.10
0.20 x 2.00 x
0.40 0.40
x x
198.00 198.00
8 D 16 D 10 - 100
8.00 x 1.20 x
x x
1.58 0.62
x x
2.00 2.00
= =
950.53 kg 267.84 kg
D 10 - 150
1.20 x
37.60 180.00 180.00 120.00 120.00
x
0.62
x
2.00
=
178.56 kg
8 D 16 D 10 - 100
8.00 x 1.20 x
x x
1.58 0.62
x x
2.00 2.00
= =
1,693.76 kg 401.76 kg
D 10 - 150
1.20 x
x
0.62
x
2.00
=
267.84 kg
D 10 - 100
1.20 x
x
0.62
x
2.00
=
66.96 kg
D 10 - 150
1.20 x
67.00 270.00 270.00 180.00 180.00 45.00 45.00 30.00 30.00
x
0.62
x
2.00
=
44.64 kg 3,871.89
L=63 m
x x x x
x x x
72.00 m 126.00 m 198.00 m 198.00
=
36.00 x 63.00 x
Pondasi PC 1 uk. 1500 x 1200 x 300 BP 1A uk. 800 x 800 x 600 P 4 uk. 2000 x 2000 x 350
5 6
2.18 2.48 2.23
m m
0.38 0.68 0.43
x x x
28.00 1.00 3.00
=
19.01 m³
= = =
19.15 m³ 0.44 m³ 5.16 m³ 43.76
= = = =
28.00 1.00 3.00
39.60 50.40 0.64 12.00 102.64
m² m² m² m²
Rekap tie beam Beton
15.84 Hit. Gudang 1 - 58/108
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG I TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
Bekisting Pembesian 9
Perhitungan
Total
158.40 3,871.89
Pile Cap BP 1A uk. 800 x 800 x 600 BP 1A uk. 800 x 800 x 600 Beton Bekisting Pembesian 7 D 13 7 D 13 1 D 13
10.00 m²/m³ 244.44 kg/m³
0.80 x 0.80 x 0.80 +
0.80 0.80 0.80
x x x
0.60 0.60 x 2.00 x
7.00 x 7.00 x 3.20 x
1.75 1.75 1.00
x x x
1.04 1.04 1.04
x x x
1.00 1.00 0.60 x 2.00 x 2.00 x 1.00
0.38 1.92 54.29
1.00 1.00 = 1.00 = =
m³ m² kg
25.48 kg 25.48 kg 3.33 kg 54.29
Rekap Beton Bekisting Pembesian
0.38 1.92 54.29
Beton Bekisting Pembesian
0.38 1.92 54.29
1.00 m³ 5.00 m²/m³ 141.38 kg/m³
Rekap total pile cap
10
Pondasi tapak PC 1 uk. 1500 x 1200 x 300 PC 1 uk. 1500 x 1200 x 300 Beton Bekisting Pembesian L=1,5 m D 10 - 150 D 13 - 150 L=1,2 m
D 10 - 150 D 13 - 150
1.50 x 1.50 x 1.50 + 9.00 9.00 9.00 9.00 11.00 11.00 11.00 11.00
1.20 1.20 1.20
x x x
0.30 0.30 2.00
x x x
28.00 28.00 0.30 x
x
1.85
x
0.62
x
1.00 x
28.00 =
289.04 kg
x
1.85
x
1.04
x
1.00 x
28.00 =
484.85 kg
x
1.55
x
0.62
x
1.00 x
28.00 =
295.99 kg
x
1.55
x
1.04
x
1.00 x
28.00 =
496.50 kg 1,566.38
15.12 45.36 1,566.38
28.00
m³ m² kg
Rekap Beton Bekisting Pembesian 11
15.12 45.36 1,566.38
Pondasi tapak P 4 uk. 2000 x 2000 x 350 P 4 uk. 2000 x 2000 x 350 Beton Bekisting Pembesian D 13 - 150 D 16 - 150
1.00 m³ 3.00 m²/m³ 103.60 kg/m³
2.00 x 2.00 x 2.00 +
2.00 2.00 2.00
x x x
0.35 0.35 2.00
x x x
3.00 3.00 0.35 x
3.00
15.00 x 14.33 15.00 x 14.33
2.45
x
1.04
x
2.00 x
3.00 =
229.32 kg
2.45
x
1.58
x
2.00 x
3.00 =
348.39 kg 577.71
4.20 8.40 577.71
m³ m² kg
Rekap
12 a
Beton Bekisting Pembesian
4.20 8.40 577.71
Rekap total pondasi tapak Beton Bekisting Pembesian
19.32 53.76 2,144.09
Pedestal pinggir bangunan Pedestal C 3 uk. 450 x 250 x 2600 Beton Bekisting
0.45 x 0.45 x 0.45 +
1.00 m³ 2.00 m²/m³ 137.55 kg/m³
0.25 0.25 0.25
x x x
2.60 2.60 2.00
x x x
Hit. Gudang 1 - 59/108
3.00 2.00 2.60 x
2.00
0.59 7.28
m³ m²
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG I TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
Pembesian
Beton Bekisting Pembesian
Perhitungan
Total
16 D 16 D 10 - 100/15
16.00 x 1.40 x
3.25 27.00 27.00
x x
1.58 0.62
x x
2.00 2.00
16 D 16 D 10 - 100/15
0.45 0.45 16.00 1.40
0.25 0.25 3.30 27.00 27.00
x x x x
2.60 2.00 1.58 0.62
x x x x
1.00 2.60 x 1.00 1.00
x + x x
= =
164.32 kg 46.87 kg 211.19
1.00 = =
83.42 kg 23.44 kg 106.86
211.19
kg
0.29 3.64 106.86
m³ m² kg
Rekap Beton Bekisting Pembesian b
0.88 10.92 318.05
1.00 m³ 12.44 m²/m³ 362.45 kg/m³
Pedestal C 8 uk. 250 x 250 x 2600 Beton Bekisting Pembesian 4 D 16 D 10 - 100/15
0.25 0.25 0.25 4.00 1.00
x x + x x
0.25 0.25 0.25 3.50 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
8.00 1.00 2.60 x 1.00 1.00
Beton Bekisting Pembesian
0.25 0.25 4.00 1.00
x + x x
0.25 0.25 3.25 27.00 27.00
x x x x
2.60 2.00 1.58 0.62
x x x x
7.00 2.60 x 7.00 7.00
4 D 16 D 10 - 100/15
1.00 = =
22.12 kg 16.74 kg 38.86
7.00 = =
143.78 kg 117.18 kg 260.96
0.16 2.60 38.86
m³
1.14 18.20 260.96
m³
m² kg
m² kg
Rekap Beton Bekisting Pembesian c
Pedestal QC 3 uk. 450 x 400 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/15
1.30 20.80 299.82 0.45 0.45 0.45 16.00 1.70
1.00 m³ 16.00 m²/m³ 230.63 kg/m³ x x + x x
0.40 0.40 0.40 3.25 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
1.00 1.00 2.60 x 1.00 1.00
1.00 = =
82.16 kg 28.46 kg 110.62
0.47 4.42 110.62
m³ m² kg
Rekap Beton Bekisting Pembesian 13 a
Pedestal dalam bangunan Pedestal C 3 uk. 450 x 250 x 800 Beton Bekisting Pembesian 16 D 10 D 10 - 100/15
0.47 4.42 110.62
0.45 0.45 0.45 16.00 1.40
1.00 m³ 9.44 m²/m³ 236.36 kg/m³
x x + x x
0.25 0.25 0.25 1.45 9.00 9.00
x x x x x
0.80 0.80 2.00 0.62 0.62
x x x x x
20.00 20.00 0.80 x 20.00 20.00
20.00 = =
287.68 kg 156.24 kg 443.92
1.80 22.40 443.92
m³ m² kg
Rekap Beton Bekisting Pembesian
1.80 22.40 443.92
Beton Bekisting Pembesian
4.45 58.54 1,172.41
1.00 m³ 12.44 m²/m³ 246.62 kg/m³
Rekap total Pedestal
14
Bor pile Ø 40 cm Upah bor pile Mob demob Cor beton K-300
995.10 m 995.10 4.00 0.25 x
224.00 titik
3.14
x
0.40 x
Hit. Gudang 1 - 60/108
0.40
x
995.10 x
1.2
149.98
m³
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG I TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
Besi Ulir U 40 Besi polos U 24 Buang lumpur
Perhitungan
12.00 x 1174.30 x 3.14 x 0.40 x
1.58 6635.00 x 6635.00
149.98
Hit. Gudang 1 - 61/108
0.39
Total
22,264.73 3,250.09
kg kg
149.98
m³
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG II TANGGAL : 20 FEBRUARI 2019 No.
1 2
3
Item Pekerjaan
Gudang II Bowplank dan pengukuran Bor pile Ø 40 cm BP 1 BP 1A BP 2 BP 3 Galian tanah Sloof TB 1 uk. 200 x 400
Panj. dlm bang.
TB 1 uk. 200 x 400
Panj. Pinggir bang.
Pondasi BP 1 uk. 600 x 600 x 600 BP 1A uk. 800 x 800 x 600 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600
4
Buangan tanah eks galian Sloof TB 1 uk. 200 x 400 Panjang
Pondasi BP 1 uk. 600 x 600 x 600 BP 1A uk. 800 x 800 x 600 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600
5 6
7 8
Urugan tanah kembali / perataan Lantai kerja t=3 cm TB 1 uk. 200 x 400 BP 1 uk. 600 x 600 x 600 BP 1A uk. 800 x 800 x 600 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600
Pasir t=10 cm TB 1 uk. 200 x 400 Beton Bekisting Pembesian L=42 m
8 D 16 D 10 - 100 D 10 - 150
L=48 m
8 D 16 D 10 - 100 D 10 - 150
Perhitungan
45.00 1.00 1.00 2.00 3.00
+ 51.00 + 43.50 x 27.00 = 27.00 x 1.00 = 1.00 x 3.00 = 6.00 x 4.00 = 12.00 46.00
48.00 x
1.00
0.60 42.00 48.00 39.00
x x x x
0.48 2.00 1.00 1.00
0.60 x
1.00 1.20 2.40 2.20
x x x x
+ 40.50 titik titik titik titik
m m
0.48
= 48.00 48.00 x 48.00 = 84.00 = 48.00 = 39.00 171.00 x 171.00
1.00 1.20 1.00 2.10
x x x x
x x x x
0.68 0.68 0.68 0.68
x x x x
0.60 0.80 0.60 1.70
99.87 -
38.84
0.20 0.60 0.80 2.00 1.80 0.50
x x x x
0.68 0.68 0.68 0.68
27.00 1.00 3.00 4.00
x x x x
27.00 1.00 3.00 4.00
x 219.00 x 0.60 x 27.00 x 0.80 x 1.00 x 0.60 x 3.00 x 0.65 x 4.00 x 2.30 x 1.05 x
67.27 x
0.10
0.20 x 2.00 x
0.40 0.40
180.00 m' 46.00 titik
=
13.82 m³
=
49.25 m³
= = = =
18.36 0.98 4.90 12.57 99.87
99.87
m³
38.84
m³
61.03 67.27
m³ m²
6.73
m³
17.52 175.20 4,277.64
m³ m² kg
m m m
42.00 x 2.00 = 84.00 m 48.00 x 2.00 = 96.00 m 9.00 + 30.00 = 39.00 m 219.00 m 0.20 x 0.48 x 219.00 0.60 0.80 2.00 1.80
Total
4.00
m³ m³ m³ m³
=
21.02 m³
= = = =
6.61 0.44 2.45 8.32 38.84
= = = = = =
43.80 9.72 0.64 3.60 4.68 4.83 67.27
m³ m³ m³ m³
m² m² m² m² m² m²
x 219.00 x 219.00
8.00 x 44.40 x 1.20 x 210.00 x 210.00 1.20 x 140.00 x 140.00
1.58 0.62
x x
2.00 2.00
= =
1,122.43 kg 312.48 kg
0.62
x
2.00
=
208.32 kg
8.00 x 50.40 x 1.20 x 150.00 x 150.00 1.20 x 100.00 x 100.00
1.58 0.62
x x
2.00 2.00
= =
1,274.11 kg 223.20 kg
0.62
x
2.00
=
148.80 kg
Hit. Gudang 2 - 62/108
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG II TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
D 10 - 100 D 10 - 150
L=39 m
8 D 16 D 10 - 100 D 10 - 150 D 10 - 100 D 10 - 150
Perhitungan
Total
1.20 x 90.00 x 90.00 1.20 x 60.00 x 60.00
0.62
x
2.00
=
133.92 kg
0.62
x
2.00
=
89.28 kg
8.00 x 41.40 1.20 x 150.00 150.00 1.20 x 100.00 100.00 1.20 x 45.00 45.00 1.20 x 30.00 30.00
x x
1.58 0.62
x x
1.00 1.00
= =
523.30 kg 111.60 kg
x
0.62
x
1.00
=
74.40 kg
x
0.62
x
1.00
=
33.48 kg
x
0.62
x
1.00
=
22.32 kg 4,277.64
Rekap tie beam Beton Bekisting Pembesian 9
Pile cap BP 1 uk. 600 x 600 x 600 BP 1 uk. 600 x 600 x 600 Beton Bekisting Pembesian 5 D 13 5 D 13
17.52 175.20 4,277.64
1.00 m³ 10.00 m²/m³ 244.16 kg/m³
0.60 x 0.60 x 0.60 +
0.60 0.60 0.60
x x x
0.60 0.60 x 2.00 x
5.00 x 5.00 x
1.55 1.55
x x
1.04 1.04
27.00 27.00 0.60 x
x x
2.00 x 2.00 x
5.83 38.88 870.48
27.00 27.00 = 27.00 =
m³ m² kg
435.24 kg 435.24 kg 870.48
Rekap Beton Bekisting Pembesian 10
Pile Cap BP 1A uk. 800 x 800 x 600 BP 1A uk. 800 x 800 x 600 Beton Bekisting Pembesian 7 D 13 7 D 13
5.83 38.88 870.48
1.00 m³ 6.67 m²/m³ 149.26 kg/m³
0.80 x 0.80 x 0.80 +
0.80 0.80 0.80
x x x
0.60 0.60 x 2.00 x
7.00 x 7.00 x
1.75 1.75
x x
1.04 1.04
1.00 1.00 0.60 x
x x
2.00 x 2.00 x
0.38 1.92 50.96
1.00 1.00 = 1.00 =
m³ m² kg
25.48 kg 25.48 kg 50.96
Rekap Beton Bekisting Pembesian 11
Pile Cap BP 2 uk. 2000 x 600 x 600 BP 2 uk. 2000 x 600 x 600 Beton Bekisting Pembesian 5 D 13 2 Ø 12 - 150
0.38 1.92 50.96
2.00 x 2.00 x 2.00 +
1.00 m³ 5.00 m²/m³ 132.71 kg/m³
0.60 0.60 0.60
x x x
5.00 x 2.95 x 4.80 x 15.00 x 14.33
0.60 0.60 x 2.00 x 1.04 0.89
3.00 3.00 0.60 x
x x
2.00 x 3.00
2.16 9.36 284.28
3.00 3.00 = =
m³ m² kg
92.04 kg 192.24 kg 284.28
Rekap Beton Bekisting Pembesian
12
Pile cap BP 3 uk. 1800 x 1700 x 600 BP 3 uk. 1800 x 1700 x 600 Beton
2.16 9.36 92.04 192.24
1.80 x 1.80 x 0.50 x
1.00 m³ 4.33 m²/m³ 42.61 kg/m³
1.70 0.65 2.30
x x x
0.60 0.60 x 1.05 x
4.00 4.00 0.60 x
Hit. Gudang 2 - 63/108
= 4.00 =
2.81 m³ 2.90 m³ 5.71
5.71
m³
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG II TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
Bekisting Pembesian Arah x
Arah y
Perhitungan
Total
6.06 x
0.60
x
4.00
D 13 - 150
2.75 x
x
1.04
x
1.00 x
4.00 =
68.64 kg
D 16 - 150
2.75 x
x
1.58
x
1.00 x
4.00 =
104.28 kg
D 13 - 150
x
1.04
x
1.00 x
4.00 =
69.89 kg
D 16 - 150
2.10 x 1.15 2.10 x
x
1.58
x
1.00 x
4.00 =
106.18 kg
D 13 - 150
2.65 x
x
1.04
x
1.00 x
4.00 =
55.12 kg
D 16 - 150
2.65 x
x
1.58
x
1.00 x
4.00 =
83.74 kg
D 13 - 150
2.13 x 1.18 2.13 x
6.00 5.33 6.00 5.33 8.00 8.00 8.00 8.00 5.00 4.33 5.00 4.33 6.00 5.33 6.00 5.33
x
1.04
x
2.00 x
4.00 =
106.33 kg
x
1.58
x
2.00 x
4.00 =
161.54 kg 755.71
D 16 - 150
14.54 755.71
m² kg
Rekap Beton Bekisting Pembesian
5.71 14.54 755.71
1.00 m³ 2.55 m²/m³ 132.44 kg/m³
Rekap total Pile Cap Beton Bekisting Pemb. ulir Pemeb. Polos 13 a
Pedestal pinggir bangunan Pedestal C 2 uk.300 x 500 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/150
14.08 64.70 1,961.43 192.24
0.30 0.30 0.30 16.00 1.60
x 0.50 x 0.50 + 0.50 x 3.50 x 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
10.00 10.00 2.60 x 10.00 10.00
10.00 = =
884.80 kg 267.84 kg 1,152.64
3.90 41.60 1,152.64
m³ m² kg
Rekap Beton Bekisting Pembesian b
Pedestal C 11 uk. 400 x 400 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/150
3.90 41.60 1,152.64 0.40 0.40 0.40 16.00 1.60
1.00 m³ 10.67 m²/m³ 295.55 kg/m³ x 0.40 x 0.40 + 0.40 x 3.50 x 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
8.00 8.00 2.60 x 8.00 8.00
8.00 = =
707.84 kg 214.27 kg 922.11
3.33 33.28 922.11
m³ m² kg
Rekap Beton Bekisting Pembesian c
Pedestal QC 1 uk. 410 x 500 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/150
3.33 33.28 922.11 0.41 0.41 0.41 16.00 1.82
1.00 m³ 10.00 m²/m³ 277.08 kg/m³ x 0.50 x 0.50 + 0.50 x 3.50 x 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
2.00 2.00 2.60 x 2.00 2.00
2.00 = =
176.96 kg 60.93 kg 237.89
1.07 9.46 237.89
m³ m² kg
Rekap Beton Bekisting Pembesian d
Pedestal C 1 uk. 400 x 700 x 2600
1.07 9.46 237.89 0.40 x
1.00 m³ 8.88 m²/m³ 223.16 kg/m³ 0.70
x
2.60
x
Hit. Gudang 2 - 64/108
7.00
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI GUDANG II TANGGAL : 20 FEBRUARI 2019 No.
Item Pekerjaan
Beton Bekisting Pembesian
22 D 16 D 10 - 100/150
Perhitungan
0.40 0.40 22.00 2.20
x 0.70 + 0.70 x 3.50 x 27.00 27.00
x x x x
2.60 2.00 1.58 0.62
x x x x
7.00 2.60 x 7.00 7.00
Total
7.00 = =
851.62 kg 257.80 kg 1,109.42
5.10 40.04 1,109.42
m³ m² kg
Rekap Beton Bekisting Pembesian 14 a
Pedestal dalam bangunan Pedestal C 2 uk.300 x 500 x 800 Beton Bekisting Pembesian 16 D 10 D 10 - 100/150
5.10 40.04 1,109.42
0.30 0.30 0.30 16.00 1.60
1.00 m³ 7.86 m²/m³ 217.70 kg/m³
x x + x x
0.50 0.50 0.50 1.70 9.00 9.00
x x x x x
0.80 0.80 2.00 0.62 0.62
x x x x x
8.00 8.00 0.80 x 8.00 8.00
8.00 = =
134.91 kg 71.42 kg 206.34
0.96 10.24 206.34
m³ m² kg
Rekap Beton Bekisting Pembesian
0.96 10.24 206.34
Beton Bekisting Pembesian
14.35 134.62 3,628.40
1.00 m³ 10.67 m²/m³ 214.93 kg/m³
Rekap total pedestal
Hit. Gudang 2 - 65/108
PROYEK : PT. YUPI INDO JELY PEKERJAAN : DENAH SLOOF DAN PONDASI PABRIK TANGGAL : 20 FEBRUARI 2019 No.
1 2
3
Item Pekerjaan
Pabrik Bowplank dan pengukuran Bor pile Ø 40 cm P1 P2 P3 P5 BP 2 BP 3 BP 4 BP 5 BP 6 Galian tanah Sloof TB 2 uk. 250 x 600 ( dalam bangunan )
Arah y
arah x
TB 2 uk. 250 x 600 ( Pinggir bangunan )
Arah y arah x
Pondasi P 1 uk. 1200 x 1200 x 600 P 2 uk. 1500 x 1500 x 600 P 3 uk. 2200 x 1000 x 600 P 5 uk. 1000 x 1000 x 250
Perhitungan
55.50 1.00 1.00 2.00 2.00 3.00 3.00 3.00 4.00
+ x x x x x x x x x
49.50 18.00 9.00 12.00 6.00 19.00 5.00 7.00 8.00 7.00
+ = = = = = = = = =
39.00 18.00 9.00 24.00 0.00 38.00 15.00 21.00 24.00 28.00 177.00
63.00 9.00 33.00 30.00 48.00 32.00
x x x x x x
3.00 1.00 4.00 2.00 9.00 1.00
= = = = = =
0.65 x
0.68
x
189.00 9.00 132.00 60.00 432.00 32.00 854.00 854.00
54.00 x 48.00 x
1.00 2.00
= =
0.65 x
0.68 2.48
x
1.60 1.90 2.60 2.60 1.40 1.40
1.60 1.90 1.40 1.40 1.40 1.40
x x x x x x
x x x x x x
titik titik titik titik titik titik titik titik titik
m m m m m m
54.00 m 96.00 m 150.00 m 150.00
0.68 0.68 0.68 2.48 0.68 2.13
x x x x x x
18.00 9.00 9.00 3.00 4.00 2.00
BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600 BP 4 uk. 2400 x 600 x 600 BP 5 uk. 2000 x 1500 x 600 BP 6 uk. 2000 x 2400 x 600
4
Buangan tanah eks galian Sloof TB 2 uk. 250 x 600 Arah y
arah x
Pondasi P 1 uk. 1200 x 1200 x 600 P 2 uk. 1500 x 1500 x 600 P 3 uk. 2200 x 1000 x 600 P 5 uk. 1000 x 1000 x 250 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600 BP 4 uk. 2400 x 600 x 600 BP 5 uk. 2000 x 1500 x 600 BP 6 uk. 2000 x 2400 x 600
5 6
Urugan tanah kembali / perataan Lantai kerja t=3 cm TB 2 uk. 250 x 600 P 1 uk. 1200 x 1200 x 600 P 2 uk. 1500 x 1500 x 600 P 3 uk. 2200 x 1000 x 600 P 5 uk. 1000 x 1000 x 250 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600 BP 4 uk. 2400 x 600 x 600 BP 5 uk. 2000 x 1500 x 600 BP 6 uk. 2000 x 2400 x 600
2.40 2.40 2.20 2.80 2.40 2.40
x x x x x x
1.00 1.00 2.10 1.00 1.90 2.80
x x x x x x
63.00 33.00 30.00 48.00 32.00
x x x x x
4.00 4.00 2.00 11.00 1.00
= = = = =
0.25 x 1.20 1.50 2.20 1.00 2.00 1.80 2.40 2.00 2.00
0.68 2.48 0.68 0.68 0.68 0.68
x x x x x x
13.00 6.00 5.00 7.00 8.00 7.00
m m m m m m
0.68
252.00 132.00 60.00 528.00 32.00 1004.00 x 1004.00
1.20 1.50 1.00 1.00 0.60 1.70 0.60 1.50 2.40
x x x x x x x x x
0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
x x x x x x x x x
18.00 9.00 12.00 6.00 19.00 5.00 7.00 8.00 7.00
x 1004.00 x 1.20 x x 1.50 x x 1.00 x x 1.00 x x 0.60 x x 0.65 x x 2.30 x x 0.60 x x 0.60 x x 2.60 x x 2.40 x
18.00 9.00 12.00 6.00 19.00 5.00 1.05 7.00 8.00 0.90 7.00
x
5.00
x
8.00
x x x x x x x x x
702.99 - 296.04 0.25 1.20 1.50 2.20 1.00 2.00 1.80 0.50 2.40 2.00 0.50 2.00
7 8
Pasir t=10 cm TB 2 uk. 250 x 600 TB 2 uk. 250 x 600
426.90 x Arah y
arah x
Beton Bekisting Pembesian Arah y TB 2 uk. 250 x 600 L=4,5 m
8 D 22 D 10 - 100 D 10 - 150
L=6 m
D 10 - 100 D 10 - 150
TB 2 uk. 250 x 600 L=4,5 m
8 D 22 D 10 - 100 D 10 - 150
L=6 m
D 10 - 100 D 10 - 150
TB 2 uk. 250 x 600 L=6 m
8 D 22 D 10 - 100 D 10 - 150
63.00 33.00 30.00 48.00 29.00
0.10
x x x x x
4.00 4.00 2.00 11.00 1.00
= = = = =
0.25 x 2.00 x
0.60 0.60
x 1001.00 x 1001.00
0.25 x 8.00 x 1.70 x
252.00 132.00 60.00 528.00 29.00 1001.00
m m m m m m
0.60 68.50 45.00 45.00 1.70 x 30.00 30.00 1.70 x 270.00 270.00 1.70 x 180.00 180.00
x x x
63.00 2.98 0.62
x x x
4.00 4.00 4.00
x
0.62
x
4.00
x
0.62
x
4.00
x
0.62
x
4.00
0.25 x 8.00 x 1.70 x
0.60 35.20 45.00 45.00 1.70 x 30.00 30.00 1.70 x 120.00 120.00 1.70 x 80.00 80.00
x x x
33.00 2.98 0.62
x x x
4.00 4.00 4.00
x
0.62
x
4.00
x
0.62
x
4.00
x
0.62
x
4.00
0.25 x 0.60 8.00 x 32.20 1.70 x 150.00 150.00 1.70 x 100.00 100.00
x x x
30.00 2.98 0.62
x x x
2.00 2.00 2.00
x
0.62
x
2.00
arah x TB 2 uk. 250 x 600
0.60 51.30 45.00 45.00 1.70 x 30.00 30.00 1.70 x 195.00 195.00 1.70 x 130.00 130.00
x x x
48.00 2.98 0.62
x x x
6.00 6.00 6.00
x
0.62
x
6.00
x
0.62
x
6.00
x
0.62
x
6.00
0.25 x 8.00 x 1.70 x
0.60 51.30 90.00 90.00 1.70 x 60.00 60.00 1.70 x 150.00 150.00 1.70 x 100.00 100.00
x x x
48.00 2.98 0.62
x x x
5.00 5.00 5.00
x
0.62
x
5.00
x
0.62
x
5.00
x
0.62
x
5.00
L=3 m
8 D 22 D 10 - 100
0.25 x 8.00 x 1.70 x
x x x
29.00 2.98 0.62
x x x
1.00 1.00 1.00
L=7 m
D 10 - 100
1.70 x
x
0.62
x
1.00
D 10 - 150
1.70 x
x
0.62
x
1.00
D 10 - 100
1.70 x
x
0.62
x
1.00
D 10 - 150
1.70 x
x
0.62
x
1.00
D 10 - 100
1.70 x
x
0.62
x
1.00
D 10 - 150
1.70 x
x
0.62
x
1.00
L=9 m
8 D 22 D 10 - 100 D 10 - 150
L=6,5 m
D 10 - 100 D 10 - 150
TB 2 uk. 250 x 600 L=9 m
8 D 22 D 10 - 100 D 10 - 150
L=1 m
D 10 - 100 D 10 - 150
TB 2 uk. 250 x 600
L=6 m
L=6,5 m
0.25 x 8.00 x 1.70 x
Rekap tie beam Beton Bekisting Pembesian
150.15 1,201.20 34,396.96
0.60 31.20 31.00 31.00 35.00 35.00 24.00 23.33 30.00 30.00 20.00 20.00 33.00 32.50 22.00 21.67
P 1 uk. 1200 x 1200 x 600 P 2 uk. 1500 x 1500 x 600 P 3 uk. 2200 x 1000 x 600 P 5 uk. 1000 x 1000 x 250 BP 2 uk. 2000 x 600 x 600 BP 3 uk. 1800 x 1700 x 600 BP 4 uk. 2400 x 600 x 600 BP 5 uk. 2000 x 1500 x 600 BP 6 uk. 2000 x 2400 x 600 9
Pile cap P 1 uk. 1200 x 1200 x 600 P 1 uk. 1200 x 1200 x 600 Beton Bekisting Pembesian 13 D 13 13 D 16 1 D 13
1.60 1.90 2.60 1.40 2.40 2.20 2.80 2.40 2.40
x x x x x x x x x
1.60 1.90 1.40 1.40 1.00 2.10 1.00 1.90 2.80
x x x x x x x x x
0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68 0.68
x x x x x x x x x
18.00 9.00 12.00 6.00 19.00 5.00 7.00 8.00 7.00
1.20 x 1.20 x 1.20 +
1.20 1.20 1.20
x x x
0.60 0.60 2.00
x x x
18.00 18.00 0.60 x
13.00 x 13.00 x 1.00 x
2.15 2.15 4.80
x x x
1.04 1.58 1.04
x x x
2.00 x 2.00 x 18.00
1.50 x 1.50 x 1.50 +
1.50 1.50 1.50
x x x
0.60 0.60 2.00
x x x
9.00 9.00 0.60 x
16.00 x 16.00 x 1.00 x
2.45 2.45 6.00
x x x
1.04 1.58 1.04
x x x
2.00 x 2.00 x 9.00
1.00 1.00 1.00
x x x
0.60 0.60 2.00
x x x
12.00 12.00 0.60 x
Rekap Beton Bekisting Pembesian 10 Pile cap P 2 uk. 1500 x 1500 x 600 P 2 uk. 1500 x 1500 x 600 Beton Bekisting Pembesian 16 D 13 16 D 16 1 D 13
15.55 51.84 2,726.10
Rekap Beton Bekisting Pembesian 11 Pile cap P 3 uk. 2200 x 1000 x 600 P 3 uk. 2200 x 1000 x 600 Beton Bekisting
12.15 32.40 1,904.83
2.20 x 2.20 x 2.20 +
Pembesian L=2 m L=1 m
11 D 13 11 D 16 23 D 13 23 D 16 1 D 13
11.00 11.00 23.00 23.00 1.00
x x x x x
2.95 2.95 1.95 1.95 6.40
x x x x x
1.04 1.58 1.04 1.58 1.04
x x x x x
1.00 1.00 1.00 1.00 12.00
x x x x
2.00 x 2.00 x 2.00 +
0.60 0.60 0.60
x x x
0.60 0.60 2.00
x x x
19.00 19.00 0.60 x
5.00 x 4.80 x
2.95 15.00 14.33 5.20
x x
1.04 0.89
x x
2.00 x 19.00
x
1.04
x
19.00
1.80 x 1.80 x 0.50 x
1.70 0.65 2.30
x x x
0.60 0.60 x 1.05 x
6.06 x
0.60
x
5.00
D 13 - 150
2.75 x
x
1.04
x
1.00 x
D 16 - 150
2.75 x
x
1.58
x
1.00 x
D 13 - 150
x
1.04
x
1.00 x
D 16 - 150
2.10 x 1.15 2.10 x
x
1.58
x
1.00 x
D 13 - 150
2.65 x
6.00 5.33 6.00 5.33 8.00 8.00 8.00 8.00 5.00
x
1.04
x
1.00 x
Rekap Beton Bekisting Pembesian 12 Pile Cap BP 2 uk. 2000 x 600 x 600 BP 2 uk. 2000 x 600 x 600 Beton Bekisting Pembesian 5 D 13 2 Ø 12 - 150 1 D 13
15.84 46.08 2,510.18
1.00 x
Rekap Beton Bekisting Pemb. ulir Pemb. Polos 13 Pile cap BP 3 uk. 1800 x 1700 x 600 BP 3 uk. 1800 x 1700 x 600 Beton
Bekisting Pembesian Arah x
Arah y
13.68 59.28 685.67 1,217.52
5.00 5.00 0.60 x
D 16 - 150
2.65 x
D 13 - 150 D 16 - 150
2.13 x 1.18 2.13 x
1 D 13
1.00 x
4.33 5.00 4.33 6.00 5.33 6.00 5.33 6.06
x
1.58
x
1.00 x
x
1.04
x
2.00 x
x
1.58
x
2.00 x
x
1.04
x
5.00
Rekap Beton Bekisting Pembesian 14 Pile cap BP 4 uk. 2400 x 600 x 600 BP 4 uk. 2400 x 600 x 600 Beton Bekisting Pembesian D 13 - 150
7.13 18.18 976.15
2.40 x 2.40 x 2.40 +
0.60 0.60 0.60
x x x
0.60 0.60 2.00
x x x
7.00 7.00 0.60 x
3.35
x
1.04
x
1.00 x
3.35
x
1.58
x
1.00 x
2 Ø 12 - 150
5.00 x 5.00 5.00 x 5.00 4.80 x
x
0.89
x
7.00
1 D 13
1.00 x
17.00 17.00 6.00
x
1.04
x
7.00
2.00 x 2.00 x 0.50 x
1.50 0.60 2.60
x x x
0.60 0.60 0.90
x x x
8.00 8.00 0.60 x
6.08 x
0.60
x
8.00
D 13 - 150
2.95 x
x
1.04
x
1.00 x
D 16 - 150
2.95 x
5.00 5.00 5.00
x
1.58
x
1.00 x
D 16 - 150
Rekap Beton Bekisting Pembesian
15 Pile cap BP 5 uk. 2000 x 1500 x 600 BP 5 uk. 2000 x 1500 x 600 Beton
Bekisting Pembesian Arah x
6.05 25.20 1,166.44 508.37
D 13 - 150
Arah y
D 16 - 150
2.30 x 1.30 2.30 x
D 13 - 150
2.45 x
D 16 - 150
2.45 x
D 13 - 150 D 16 - 150
2.05 x 1.05 2.05 x
1 D 13
1.00 x
5.00 7.00 7.00 7.00 7.00 5.00 5.00 5.00 5.00 6.00 5.67 6.00 5.67 7.00
x
1.04
x
1.00 x
x
1.58
x
1.00 x
x
1.04
x
1.00 x
x
1.58
x
1.00 x
x
1.04
x
2.00 x
x
1.58
x
2.00 x
x
1.04
x
8.00
2.40 2.40 2.40
x x x
0.60 0.60 2.00
x x x
7.00 7.00 0.60 x
x
3.35
x
1.58
x
1.00 x
x
3.35
x
1.04
x
1.00 x
x
2.95
x
1.58
x
1.00 x
x
2.95
x
1.04
x
1.00 x
x
8.80
x
1.04
x
7.00
Rekap Beton Bekisting Pembesian 16 Pile cap BP 6 uk. 2000 x 2400 x 600 BP 6 uk. 2000 x 2400 x 600 Beton Bekisting Pembesian L=2,4 m D 16 - 150 D 13 - 150 L=2 m
D 16 - 150 D 13 - 150 1 D 13
11.38 29.18 1,477.23
2.00 x 2.00 x 2.00 + 15.00 14.33 15.00 14.33 17.00 17.00 17.00 17.00 1.00
Rekap Beton Bekisting Pembesian
20.16 36.96 1,905.40
Rekap total pile cap Beton Bekisting
101.94 299.12
Pemb. Ulir Pemb. Polos 17 Pondasi tapak P 5 uk. 1000 x 1000 x 250 P 5 uk. 1000 x 1000 x 250 Beton Bekisting Pembesian Ø 10 - 150 D 13 - 150
13,352.01 1,725.89
1.00 x 1.00 x 1.00 +
1.00 1.00 1.00
x x x
0.25 0.25 2.00
x x x
6.00 6.00 0.25 x
8.00 x 7.67 8.00 x 7.67
1.25
x
0.62
x
2.00 x
1.25
x
1.04
x
2.00 x
x x + x x
0.70 0.70 0.70 3.50 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
12.00 12.00 2.60 x 12.00 12.00
x x + x x
0.50 0.50 0.50 3.50 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
1.00 1.00 2.60 x 1.00 1.00
0.45 x 0.45 x
0.45 0.45
x x
2.60 2.60
x x
5.00 5.00
Rekap pondasi tapak Beton Bekisting Pemb. Ulir Pemb. Polos 18 Pedestal pinggir bangunan a Pedestal C 1 uk. 400 x 700 x 2600 Beton Bekisting Pembesian 22 D 16 D 10 - 100/15
1.50 6.00 124.80 74.40
0.40 0.40 0.40 22.00 2.20
Rekap Beton Bekisting Pembesian b
Pedestal C 4 uk. 500 x 500 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/15
8.74 68.64 1,901.86 0.50 0.50 0.50 16.00 2.00
Rekap Beton Bekisting Pembesian c
Pedestal C 5 uk. 450 x 450 x 2600 Beton
0.65 5.20 121.96
Bekisting Pembesian
16 D 16 D 10 - 100/15
0.45 + 16.00 x 1.80 x
0.45 3.50 27.00 27.00
x x x
2.00 1.58 0.62
x x x
2.60 x 5.00 5.00
x x + x x
0.40 0.40 0.40 3.50 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
4.00 4.00 2.60 x 4.00 4.00
x x + x x
0.40 0.40 0.40 3.20 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
5.00 5.00 2.60 x 5.00 5.00
x x + x x
0.70 0.70 0.70 3.50 27.00 27.00
x x x x x
2.60 2.60 2.00 1.58 0.62
x x x x x
1.00 1.00 2.60 x 1.00 1.00
0.25 x
0.26
x
2.60
x
1.00
Rekap Beton Bekisting Pembesian d
Pedestal C 6 uk. 400 x 400 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/15
2.63 23.40 593.06 0.40 0.40 0.40 16.00 1.60
Rekap Beton Bekisting Pembesian e
Pedestal C 10 uk. 250 x 400 x 2600 Beton Bekisting Pembesian 16 D 16 D 10 - 100/15
1.66 16.64 461.06 0.25 0.25 0.25 16.00 1.30
Rekap Beton Bekisting Pembesian f
Pedestal QC 2 uk. 410 x 700 x 2600 Beton Bekisting Pembesian 22 D 16 D 10 - 100/15
1.30 16.90 513.29 0.41 0.41 0.41 22.00 2.22
Rekap Beton Bekisting Pembesian g
Pedestal C 9 uk. 250 x 260 x 2600
0.75 5.77 158.82
Beton Bekisting Pembesian
4 D 16 D 10 - 100/15
0.25 0.25 4.00 1.02
x + x x
0.26 0.26 3.50 27.00 27.00
x x x x
2.60 2.00 1.58 0.62
x x x x
1.00 2.60 x 1.00 1.00
x x + x x
0.70 0.70 0.70 1.70 9.00 9.00
x x x x x
0.80 0.80 2.00 1.04 0.62
x x x x x
11.00 11.00 0.80 x 11.00 11.00
x x + x x
0.50 0.50 0.50 1.70 9.00 9.00
x x x x x
0.80 0.80 2.00 1.04 0.62
x x x x x
1.00 1.00 0.80 x 1.00 1.00
x x + x x
0.45 0.45 0.45 1.70 27.00 9.00
x x x x x
0.80 0.80 2.00 1.04 0.62
x x x x x
8.00 8.00 0.80 x 8.00 8.00
Rekap Beton Bekisting Pembesian 19 Pedestal dalam bangunan a Pedestal C 1 uk. 400 x 700 x 800 Beton Bekisting Pembesian 22 D 13 D 10 - 100/15
0.17 2.65 39.19
0.40 0.40 0.40 22.00 2.20
Rekap Beton Bekisting Pembesian b
Pedestal C 4 uk. 500 x 500 x 800 Beton Bekisting Pembesian 16 D 13 D 10 - 100/15
2.46 19.36 562.89 0.50 0.50 0.50 16.00 2.00
Rekap Beton Bekisting Pembesian c
Pedestal C 5 uk. 450 x 450 x 800 Beton Bekisting Pembesian 16 D 13 D 10 - 100/15
0.20 1.60 39.45 0.45 0.45 0.45 16.00 1.80
Rekap Beton Bekisting Pembesian
1.30 11.52 467.36
d
Pedestal C 6 uk. 400 x 400 x 800 Beton Bekisting Pembesian 16 D 13 D 10 - 100/15
0.40 0.40 0.40 16.00 1.60
x x + x x
0.40 0.40 0.40 1.70 9.00 9.00
x x x x x
0.80 0.80 2.00 1.04 0.62
x x x x x
17.00 17.00 0.80 x 17.00 17.00
x x + x x
0.40 0.40 0.40 1.70 9.00 9.00
x x x x x
0.80 0.80 2.00 1.04 0.62
x x x x x
20.00 20.00 0.80 x 20.00 20.00
Rekap Beton Bekisting Pembesian e
Pedestal C 7 uk. 400 x 400 x 800 Beton Bekisting Pembesian 16 D 13 D 10 - 100/15
2.18 21.76 632.67 0.40 0.40 0.40 16.00 1.60
Rekap Beton Bekisting Pembesian
2.56 25.60 744.32
Beton Bekisting Pembesian
24.59 219.04 6,235.93
Rekap total pedestal
ngan
Total
144.00 m' 177.00 titik
702.99
=
377.47 m³
=
66.30 m³
= = = = = =
31.33 22.09 22.28 27.08 5.33 8.35
m³ m³ m³ m³ m³ m³
m³
= = = = = =
21.22 35.71 15.71 13.33 24.81 31.99 702.99
m³ m³ m³ m³ m³ m³
=
170.68 m³
= = = = = = = = =
17.63 13.77 17.95 4.08 15.50 10.40 6.85 16.32 22.85 296.04
= = = = = = = = = = = =
251.00 25.92 20.25 26.40 6.00 22.80 5.85 6.04 10.08 9.60 9.36 33.60
296.04
m³
406.95 426.90
m³ m²
m³ m³ m³ m³ m³ m³ m³ m³ m³
m² m² m² m² m² m² m² m² m² m² m² m²
426.90
= =
6,540.62 kg 189.72 kg
=
126.48 kg
=
1,138.32 kg
=
758.88 kg
= =
3,361.02 kg 189.72 kg
=
126.48 kg
=
505.92 kg
=
337.28 kg
= =
1,537.28 kg 316.20 kg
=
210.80 kg
42.69
m³
150.15 1,201.20 34,396.96
m³ m² kg
= =
7,347.46 kg 284.58 kg
=
189.72 kg
=
1,233.18 kg
=
822.12 kg
= =
6,122.88 kg 474.30 kg
=
316.20 kg
=
790.50 kg
=
527.00 kg
= =
744.77 kg 32.67 kg
=
36.89 kg
=
25.30 kg
=
31.62 kg
=
21.08 kg
=
34.78 kg
=
23.19 kg 34,396.96 1.00 m³ 8.00 m²/m³ 229.08 kg/m³
15.55 51.84 2,726.10
18.00 18.00 = 18.00 = =
m³ m² kg
1,046.45 kg 1,589.80 kg 89.86 kg 2,726.10 1.00 m³ 3.33 m²/m³ 175.29 kg/m³
12.15 32.40 1,904.83
9.00 9.00 = 9.00 = =
m³ m² kg
733.82 kg 1,114.85 kg 56.16 kg 1,904.83 1.00 m³ 2.67 m²/m³ 156.78 kg/m³
12.00
15.84 46.08
m³ m²
2,510.18 12.00 12.00 12.00 12.00
= = = = =
404.98 615.25 559.73 850.36 79.87 2,510.18
kg
kg kg kg kg kg
1.00 m³ 2.91 m²/m³ 158.47 kg/m³
13.68 59.28 1,903.19
19.00 19.00 = =
582.92 kg 1,217.52 kg
=
102.75 kg 1,903.19
m³ m² kg
1.00 m³ 4.33 m²/m³ 50.12 kg/m³
= 5.00 =
3.51 m³ 3.62 m³ 7.13
5.00 =
85.80 kg
5.00 =
130.35 kg
5.00 =
87.36 kg
5.00 =
132.72 kg
5.00 =
68.90 kg
7.13
m³
18.18 976.15
m² kg
5.00 =
104.68 kg
5.00 =
132.91 kg
5.00 =
201.92 kg
=
31.51 kg 976.15 1.00 m³ 2.55 m²/m³ 136.86 kg/m³
6.05 25.20 859.24
7.00 7.00 =
121.94 kg
7.00 =
185.26 kg
=
508.37 kg
=
43.68 kg 859.24
m³ m² kg
1.00 m³ 4.17 m²/m³ 192.86 kg/m³
= 8.00 =
5.76 m³ 5.62 m³ 11.38
8.00 =
122.72 kg
8.00 =
186.44 kg
11.38
m³
29.18 1,477.23
m² kg
8.00 =
133.95 kg
8.00 =
203.50 kg
8.00 =
101.92 kg
8.00 =
154.84 kg
8.00 =
204.67 kg
8.00 =
310.94 kg
=
58.24 kg 1,477.23 1.00 m³ 2.57 m²/m³ 129.86 kg/m³
20.16 36.96 1,905.40
7.00 7.00 =
555.77 kg
7.00 =
365.82 kg
7.00 =
554.66 kg
7.00 =
365.09 kg
=
64.06 kg 1,905.40
m³ m² kg
1.00 m³ 1.83 m²/m³ 94.51 kg/m³
1.50 6.00 199.20
6.00 6.00 =
74.40 kg
6.00 =
124.80 kg 199.20
m³ m² kg
1.00 m³ 4.00 m²/m³ 83.20 kg/m³
29.00
12.00 = =
1,459.92 kg 441.94 kg 1,901.86
8.74 68.64 1,901.86
m³ m² kg
1.00 m³ 7.86 m²/m³ 217.70 kg/m³
1.00 = =
88.48 kg 33.48 kg 121.96
0.65 5.20 121.96
m³ m² kg
1.00 m³ 8.00 m²/m³ 187.63 kg/m³
2.63
m³
5.00 = =
442.40 kg 150.66 kg 593.06
23.40 593.06
m² kg
1.00 m³ 8.89 m²/m³ 225.28 kg/m³
4.00 = =
353.92 kg 107.14 kg 461.06
1.66 16.64 461.06
m³ m² kg
1.00 m³ 10.00 m²/m³ 277.08 kg/m³
5.00 = =
404.48 kg 108.81 kg 513.29
1.30 16.90 513.29
m³ m² kg
1.00 m³ 13.00 m²/m³ 394.84 kg/m³
1.00 = =
121.66 kg 37.16 kg 158.82
0.75 5.77 158.82
m³ m² kg
1.00 m³ 7.74 m²/m³ 212.84 kg/m³
1.00 = =
22.12 kg 17.07 kg 39.19
0.17 2.65 39.19
m³ m² kg
1.00 m³ 15.69 m²/m³ 231.92 kg/m³
11.00 = =
427.86 kg 135.04 kg 562.89
2.46 19.36 562.89
m³ m² kg
1.00 m³ 7.86 m²/m³ 228.45 kg/m³
1.00 = =
28.29 kg 11.16 kg 39.45
0.20 1.60 39.45
m³ m² kg
1.00 m³ 8.00 m²/m³ 197.24 kg/m³
8.00 = =
226.30 kg 241.06 kg 467.36
1.30 11.52 467.36
m³ m² kg
1.00 m³ 8.89 m²/m³ 360.62 kg/m³
17.00 = =
480.90 kg 151.78 kg 632.67
2.18 21.76 632.67
m³ m² kg
1.00 m³ 10.00 m²/m³ 290.75 kg/m³
20.00 = =
565.76 kg 178.56 kg 744.32
2.56 25.60 744.32
m³ m² kg
1.00 m³ 10.00 m²/m³ 290.75 kg/m³
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : OPNAME PERUBAHAN PONDASI BANGUNAN UTAMA No. I 1 2 3 4
URAIAN PEK. TANAH (AREA TAHAP I) Galian tanah pile cap & tie beam Urugan tanah kembali Buang tanah dalam lokasi Pasir urug bawah tie beam & pile cap
II PEK. STRUKTUR 1 Lantai kerja 1:3:5 t.5cm bawah pile cap & tie beam 2 Pondasi a. Tiang pancang 25x25 cm kedalaman 12 m' b. Pemancangan c. Joint pancang d. Potong kepala tiang pancang e. Mob demob alat pancang 1 unit f. Test PDA * Bor pile Ø 40 cm a. Upah bor pile b. Cor beton bor pile fc' 25 Mpa c. Besi polos U 24 d. Besi ulir U 40 e. Perataan tanah eks pengeboran f. Mob demob alat bor pile 3 Pile cap a. Beton fc' 25 Mpa b. Bekisting c. Besi polos U24 d. Besi ulir U40 4 Pondasi tapak a. Beton fc' 25 Mpa b. Bekisting c. Besi polos U24 d. Besi ulir U40
SAT
VOLUME KONTRAK
VOLUME OPNAME
m3 m3 m3 m3
482.11 197.38 284.73 80.60
1,087.56 708.92 378.63 59.68
m3
33.31
29.84
m' m' bh bh ls ttk
2,520.00 2,520.00 210.00 210.00 1.00 2.00
2.00
m' m3 kg kg m3 unit
-
995.10 149.98 3,250.09 22,264.73 149.98 4.00
m3 m2 kg kg
26.91 172.70 3,691.92
116.40 365.75 1,918.13 15,367.73
m3 m2 kg kg
20.82 59.76 74.40 2,268.89
HARGA SATUAN (Rp.)
JUMLAH HARGA KONTRAK (Rp.)
JUMLAH HARGA OPNAME (Rp.)
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : OPNAME PERUBAHAN PONDASI BANGUNAN UTAMA No. 5 Tie beam a. Beton fc' 25 Mpa b. Bekisting c. Besi polos U24 d. Besi ulir U40 6 Kolom pedestal a. Beton fc' 25 Mpa b. Bekisting c. Besi polos U24 d. Besi ulir U40
URAIAN
SAT
VOLUME KONTRAK
VOLUME OPNAME
m3 m2 kg kg
143.91 1,151.27 33,988.33
183.51 1,534.80 42,546.49
m3 m2 kg kg
15.97 153.62 3,946.11
43.39 412.21 11,036.74
HARGA SATUAN (Rp.)
TOTAL I - II
JUMLAH HARGA KONTRAK (Rp.)
JUMLAH HARGA OPNAME (Rp.)
-
-
KERJA TAMBAH JASA 6 % TOTAL I - II
-
DIBULATKAN
-
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - KARANG ANYAR SRAGEN PEKERJAAN : PERUBAHAN SALURAN No. I. 1 2 3 4 5 6 7
8 9 * 1 2 3 4 5
II 1
2
3
4
URAIAN PEK. SESUAI KONTRAK PENGGANTUNG TALANG EXTERNAL WF 200.100.5,5.8 UNP 200 Unp 150 L 40.40.4 Plat Cat primer + Finish Alkid Baut & Angkur - Angkur M16 ST 41 - Baut M16 HTB A325 Listplank zincalume 0,4 TCT ex. Utomo Talang FRP 3 mm ex. Intec Persada Rangka lisplank CNP 100x50x20x2,3 SALURAN DRAINASE Saluran Ø100 cm Galian tanah Urugan kembali Buang tanah Pasir urug
PEK. SALURAN SESUAI PELAKSANAAN Saluran terbuka beton uk. 400 x 450 ~ 725 = 105 m' - Galian tanah - Pasir urug t. 10 cm - Lantai kerja t. 5 cm - Cor beton K250 t. 10 cm - Wiremesh M6 - 1 lps - Bekisting - Urugan tanah kembali - Buang tanah ex. Galian (perataan) Saluran pipa beton dia. 600 mm - Saluran dia. 600 mm - Galian tanah - Urugan kembali - Buang tanah - Pasir urug Saluran pipa beton dia. 800 mm - Saluran dia. 800 mm - Galian tanah - Urugan kembali - Buang tanah - Pasir urug Bak Kontrol BK1 uk. 80x80x100 cm = 1 bh - Galian tanah - Pasir urug t. 10 cm - Lantai kerja t. 5 cm - Cor beton K 250 t. 15 cm - Besi beton D10 - 200 (1 lps) - Bekisting - Urugan tanah kembali - Buang tanah ex. Galian (perataan)
SAT
VOLUME DBM
kg kg kg kg kg kg kg bh bh m2 m' kg
1,707.64 9,201.75 455.38 5,149.86 263.38 18,324.61 8.00 476.00 190.00 190.00 1,546.60
m' m3 m3 m3 m3
74.00 145.43 71.43 74.00 14.54
m3 m3 m3 m3 m2 m2 m3 m3
87.94 6.30 3.15 18.64 207.38 267.75 35.18 52.76
m' m3 m3 m3 m3
40.00 69.12 49.52 19.60 3.20
m' m3 m3 m3 m3
147.00 426.30 307.23 119.07 14.70
m3 m3 m3 m3 kg m2 m3 m3
2.93 0.12 0.06 0.93 46.28 8.90 1.53 1.39
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - KARANG ANYAR SRAGEN PEKERJAAN : PERUBAHAN SALURAN No. 5
6
7
8
9
10 11
URAIAN Bak Kontrol BK2 uk. 100x100x300 cm = 2 bh - Galian tanah - Pasir urug t. 10 cm - Lantai kerja t. 5 cm - Cor beton K 250 t. 15 cm - Besi beton D10 - 200 (1 lps) - Bekisting - Urugan tanah kembali - Buang tanah ex. Galian (perataan) Bak Kontrol BK3 uk. 120x120x350 cm = 3 bh - Galian tanah - Pasir urug t. 10 cm - Lantai kerja t. 5 cm - Cor beton K 250 t. 15 cm - Besi beton D10 - 200 (1 lps) - Bekisting - Urugan tanah kembali - Buang tanah ex. Galian (perataan) Bak Kontrol BK4 uk. 150x150x600 cm = 2 bh - Galian tanah - Pasir urug t. 10 cm - Lantai kerja t. 5 cm - Cor beton K 250 t. 20 cm - Besi beton D10 - 200 (2 lps) - Bekisting - Urugan tanah kembali - Buang tanah ex. Galian (perataan)
SAT
VOLUME DBM
m3 m3 m3 m3 kg m2 m3 m3
19.07 0.34 0.17 5.15 255.64 58.76 8.43 10.65
m3 m3 m3 m3 kg m2 m3 m3
41.15 0.68 0.23 10.53 522.29 80.28 16.52 24.64
m3 m3 m3 m3 kg m2 m3 m3
66.65 0.72 0.36 19.21 1,369.53 170.74 22.25 44.40
HARGA SATUAN (Rp.)
JUMLAH HARGA (Rp.)
Bak Kontrol BK5 uk. 150x150~455x300 cm = 1 bh - Galian tanah m3 29.22 - Pasir urug t. 10 cm m3 0.66 - Lantai kerja t. 5 cm m3 0.33 - Cor beton K 250 t. 20 cm m3 6.04 - Besi beton D10 - 200 (2 lps) kg 430.79 - Bekisting m2 32.31 - Urugan tanah kembali m3 9.56 - Buang tanah ex. Galian (perataan) m3 19.67 Saluran batu kali terbuka dari sal. pabrik ke boxculvert sal. Desa panjang 40,6 m - Galian tanah m3 32.48 - Perapihan bentuk kemiringan tanah m2 162.40 - Pas. Batu kali m3 84.45 - Pasir urug t. 10 cm m3 14.21 - Cor beton K 250 t. 10 cm tanpa tulangan m3 7.31 - Pipa PVC dia. 2" type D sparing m1 46.80 - Buang tanah ex. Galian (perataan) m3 32.48 Cut & fill tanah (untuk pembentukan kemiringan m3 1,658.30 samping & belakang Gudang 2) Perapihan bentuk kemiringan tanah m2 541.78
Kerja Kurang Jasa 6 %
-
Total Dibulatkan
-
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : Urugan tanah tambahan NO
*
* * * *
JENIS PEKERJAAN
Turap pas. Batu kali pot. E, F, G, H Pot. E
PERHITUNGAN
VOLUME
2.60 x 2.00 x 9.48 x
0.60 x 0.60 x 0.60 x
14.29 14.29 14.29
= = =
22.29 17.15 81.27
Pot. F
2.60 x 2.00 x 9.48 x
0.60 x 0.60 x 0.60 x
14.29 14.29 14.29
= = =
22.25 17.15 81.27
Pot. G
2.60 x 2.00 x 9.48 x
0.60 x 0.60 x 0.60 x
14.29 14.29 14.29
= = =
22.25 17.15 81.27
Pot. H
2.60 x 2.00 x 9.48 x
0.60 x 0.60 x 0.60 x
14.29 14.29 14.29
= = =
22.25 17.15 81.27
Rabat beton t. 7 cm Wiremesh M6 - 1 lps Pasir t. 10 cm dibawah rabat Plastik cor
2.30 2.30 2.00 2.00
50.00 x 50.00 50.00 x 50.00
0.07
= = = =
8.05 115.00 10.00 100.00
x x x x
0.10
482.67
m3
8.05 115.00 10.00 100.00
m2 m2 m3 m2
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : TURAP BATU KALI BELAKANG GUDANG 2 No
1 2 3 4 5 6
Jenis Pekerjaan
Pondasi batu kali Urugan pasir t. 10 cm dibawah rabat Plastik cor Cor beton rabat t. 7 cm Pembesian rabat wiremesh M6 - 1 lps Pipa dia. 2" type D sparing
Unit
m3 m3 m2 m3 m2 m1
Volume
H. Satuan ( Rp. )
Jumlah ( Rp. )
482.67 10.00 100.00 8.05 115.00 80.00 Sub total Jasa 6 % Total Dibulatkan
-
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : TURAP BETON SAMPING BANG. PRODUKSI AS. G No
1 2 3
3 4
Jenis Pekerjaan
Urugan pasir t. 10 cm Lantai kerja t. 5 cm Turap beton - Cor beton K 300 - Besi beton - Bekisting Perapihan permukan turap Cat dinding beton wheathershild
Unit
Volume
m3 m3
5.04 2.40
m2 m3 m2 m2 m2
26.40 3,300.00 192.00 84.00 84.00
H. Satuan ( Rp. )
Sub total Jasa 6 % Total Dibulatkan
Jumlah ( Rp. )
-
PERHITUNGAN PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : RUANG VIEWING No
1
2
Jenis Pekerjaan
WF 200x100x5,5x8
Voute
1.50 6.00 4.50 0.60
Plat joint 10 mm Plat joint 10 mm Plat stiff 8 mm
0.42 x 0.20 x 0.20 x
Baut dia. 16 mm
8.00 x 2.00 x
L 60x60x6
3
Plat bordes 4,5 mm
4
Railing pipa dia. 2" & 1"
5
Tangga baja - UNP 200x80x7,5 - Kolom Tangga bordes
x x x x
8.00 5.00 2.00 4.00
x x x x
0.10 x 0.15 x 0.10 x
21.33 21.33 21.33 21.33
Volume
kg/m1 kg/m1 kg/m1 kg/m1
8.00 x 14.00 x 8.00 x
78.50 kg/m2 78.50 kg/m2 62.80 kg/m2
8.00 14.00
= = = =
255.96 639.90 191.97 51.19
1,139.02
kg
= = =
26.38 32.97 10.05
69.39
kg
= =
64.00 28.00
92.00
bh
1.50 x 39.00 x
59.00 x 2.00 x
5.42 kg/m1 5.42 kg/m1
= =
479.67 422.76
902.43
kg
1.50 x
39.00 x
37.00 kg/m1
=
2,164.50
2,164.50
kg
39.00 x 1.50 x
2.00 2.00
= =
78.00 3.00
81.00
m1
= = =
98.68 414.46 296.04
809.18
kg
= = = =
15.07 11.30 50.24 14.13
90.75
kg
2.00 x 4.20 x 1.50 x
2.00 x 4.00 x 8.00 x
Base plat 12 mm Base plat 12 mm Plat joint 10 mm Plat joint 10 mm
0.40 0.30 0.40 0.20
x x x x
0.20 0.20 0.20 0.15
Chemical angkur M16
4.00 x
4.00
=
16.00
16.00
bh
Baut M16
2.00 x
6.00
=
12.00
12.00
bh
- L 50x50x5
0.30 x 1.50 x 1.50 x
24.00 x 24.00 x 4.00 x
2.00 x 2.00 x 1.00 x
3.77 kg/m1 3.77 kg/m1 3.77 kg/m1
= = =
54.29 271.44 22.62
348.35
kg
0.300 x 0.180 x 1.500 x
1.500 x 1.500 x 1.500 x
24.00 x 24.00 x 2.00 x
37.00 kg/m2 37.00 kg/m2 37.00 kg/m2
= = =
399.60 239.76 166.50
805.86
kg
4.20 x 1.500 x
4.00 4.000
= =
16.80 6.00
22.80
m1
12.00
unit
- Chekered plate 4,5 mm
- Railing tangga
6
Perhitungan
Jendela kaca uk. (2400x1200) mm
x x x x
24.67 kg/m1 24.67 kg/m1 24.67 kg/m1 2.00 2.00 8.00 6.00
x x x x
94.20 94.20 78.50 78.50
kg/m2 kg/m2 kg/m2 kg/m2
12.00 30.00 9.00 51.00
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : PLATFORM VIEWING UK. (1,5x39) M2 + TANGGA NO
1 2 3 4 5 6 7 8
9
* 1 2 3 4 5 6 7 8
JENIS PEKERJAAN
UNIT
WF 200x100x5,5x8 kg L 60x60x6 kg Plat chekered plate 4,5 mm kg Plat conection kg Baut dia. 16 mm HTB bh Railing pipa hitam medium dia. 2", 1,5" & 1" m1 Cat zincromate & finish kg Tangga baja : - UNP 200x80x7,5 kg - L 50x50x50 kg - Plat chekered plate 4,5 mm kg - Plat conection kg - Chemical angkur M16 bh - Baut dia. 16 mm HTB bh - Cat zincromate & finish kg - Railing pipa hitam medium dia. 2", 1,5" & 1" m1 Jendela kaca mati polos 6 mm + kusen alum. Natural unit uk. (2400x1200) mm
Cor beton konvensional Cor beton t. 12 cm Wiremesh M6 - 1 lps Bekisting tepi Bondek Shear conector dia. 12 mm Finish epoxy Tanggulan beton dibwh raling Curving lantai
m3 m2 m2 m2 bh m2 m1 m1
VOLUME
H. SATUAN
JUMLAH
( Rp. )
( Rp. )
1,139.02 902.43 2,164.50 69.39 92.00 81.00 4,275.35 809.18 348.35 805.86 90.75 15.49 77.43 2,054.13 22.80 12.00
7.02 58.50 5.04 58.50 340.00 58.50 42.00 82.00
Total Jasa 6 % Total
-
Dibulatkan
-
1,045,000 68,500 130,000 170,000 12,500 125,000 150,000 120,000
7,335,900 4,007,250 655,200 9,945,000 4,250,000 7,312,500 6,300,000 9,840,000 49,645,850
-
HITUNGAN PROYEK : PT. YUPI INDO JELLY GUM PEK. : TAMBAHAN TURAP BATU KALI PAGAR KELILING NO
1
2
JENIS PEKERJAAN
TAMPAK 1 Pondasi batu kali tambahan
TAMPAK 2 Pondasi batu kali tambahan
PERHITUNGAN
VOLUME
1.600 + 2 1.326 + 2 1.051 + 2 1.277 + 2 1.002 + 2 0.952 + 2 0.548 + 2
0.926 x
2.10 x
5.00
=
13.26
0.651 x
2.10 x
5.00
=
10.38
0.377 x
2.10 x
5.00
=
7.50
0.602 x
1.50 x
5.00
=
7.05
0.552 x
1.50 x
3.50
=
4.08
0.148 x
1.50 x
6.50
=
5.36
0.100 x
1.50 x
3.62
=
1.76
2.500 + 2 3.367 + 2 1.500 + 2 1.151 + 2
1.367 x
2.70 x
9.80
=
51.16
2.500 x
1.50 x
7.50
=
33.00
0.651 x
2.10 x
10.00
=
22.59
0.100 x
2.40 x
12.48
=
18.73
49.39
m3
125.48
m3
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : TAMBAHAN TURAP BATU KALI PAGAR KELILING (karena elevasi dasar pondasi /tanah existing tidak sesuai gambar kontrak) No
Jenis Pekerjaan
Unit
Volume
H. Satuan ( Rp. )
Jumlah ( Rp. )
1
Pondasi turap batu kali tambahan tampak 1
m3
49.39
-
-
2
Pondasi turap batu kali tambahan tampak 2
m3
125.48
-
-
Sub total Jasa 6 % Total Dibulatkan
-
BILL OF QUANTITY PROYEK : PT. YUPI INDO JELLY GUM - SRAGEN PEKERJAAN : LANTAI CHILLER UK. (12x24) M2 No
1 2 3 4 5 6 7
Jenis Pekerjaan
Pemadatan tanah dasar Urugan sirtu t. 20 cm Lantai kerja t. 5 cm Cor beton K 300 t. 20 cm Wiremesh M8 - 2 lps Bekisting Delatasi isi sealent
Unit
m2 m3 m3 m3 m2 m2 m1
Volume
H. Satuan ( Rp. )
Jumlah ( Rp. )
312.00 62.40 15.60 62.40 312.00 16.80 66.00 Sub total Jasa 6 % Total Dibulatkan
-
RINCIAN ANGGARAN BIAYA Nama Proyek Lokasi
: :
PT. YUPI INDO JELLY GUM Karang Anyar - SOLO
No
URAIAN PEKERJAAN
I
PEKERJAAN PERSIAPAN
1 2 3 4 5
Mobilisasi dan demobilisasi Direksi Kit dan gudang Listrik kerja ( pengadaan ) Air kerja ( pengadaan ) Jamsostek
Alternatif 2
Satuan
Qty
lot
1.0
lot
1.0
lot
1.0
lot
1.0
lot
1.0
Unit
1
Lot
1
Unit
1
Lot
1
Unit
1
Lot
1
Unit
1
Lot
1
Unit
4
m m m m m m
22 50 86 38 29 4
TOTAL I II
PEKERJAAN PLUMBING
A
INSTALASI PEMIPAAN AIR KOTOR, AIR BEKAS & VENT
a
PERALATAN UTAMA Pengadaan dan Pemasangan Bioseptic lengkap dengan Accessories dan Pondasi
1
Bio Septictank Kapasitas : Tanpa Blower
untuk toilet Loker & R. Ganti (18 toilet 12 m3
Galian dan Pondasi 2
Bio Septictank Kapasitas :
untuk toilet Kantor 8 m3
Tanpa Blower Galian dan Pondasi 3
Bio Septictank Kapasitas
untuk toilet Loker & R. Ganti (8 toilet) :
6 m3
Tanpa Blower Galian dan Pondasi 4
Bio Septictank Kapasitas : 3 m3 Tanpa Blower Galian dan Pondasi
5
Sumur Resapan Uk. 1000 x 1000 x 1500
B
PEMIPAAN
Untuk toilet Pos Jaga
Pemasangan pemipaan air kotor, air bekas dan Vent di Toilet Sampai Biotek, dan Saluran air bekas 1
Toile Loker Lantai 1 ( SATU) AS : 1A - 1B/K-L Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN DN DN DN
200 mm 150 mm 100 mm 80 mm 65 mm 50 mm
Satuan Material Rp
Total Material Rp
RINCIAN ANGGARAN BIAYA Nama Proyek Lokasi
: :
PT. YUPI INDO JELLY GUM Karang Anyar - SOLO
No
2
3
URAIAN PEKERJAAN
Alternatif 2
Satuan
Qty
-
Vent Pipa PVC AW
DN DN DN
50 mm 40 mm 32 mm
m m m
32 54 4
-
Vent Cup
DN
50 mm
bh
2
-
Floor Clean Out
DN DN DN DN
200 mm 150 mm 100 mm 80 mm
bh bh bh bh
1 6 4 3
-
Floor Drain
DN
50 mm
bh
18
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
Toilet Glukose & Ruang Ganti As : E-F-G / 9 Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN DN
150 mm 100 mm 80 mm 65 mm
m m m m
36 63 20 13
-
Vent Pipa PVC AW
DN DN DN
50 mm 40 mm 32 mm
m m m
9 32 6
-
Vent Cup
DN
50 mm
bh
1
-
Floor Clean Out
DN DN DN
150 mm 100 mm 80 mm
bh bh bh
3 5 2
-
Floor Drain
DN
50 mm
bh
8
-
Fitting & Material Bantu
lot
1
-
Material Bantu & Support
lot
1
Toilet Kantor Lantai 1 (Satu) Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN DN DN
150 mm 100 mm 80 mm 65 mm 50 mm
m m m m m
28 62 16 15 25
-
Vent Pipa PVC AW
DN DN
50 mm 40 mm
m m
4 32
-
Vent Cup
DN
50 mm
bh
1
-
Floor Clean Out
DN DN
150 mm 100 mm
bh bh
2 3
Satuan Material Rp
Total Material Rp
RINCIAN ANGGARAN BIAYA Nama Proyek Lokasi
: :
PT. YUPI INDO JELLY GUM Karang Anyar - SOLO
No
4
5
6
URAIAN PEKERJAAN
Alternatif 2
Satuan
Qty
DN DN
80 mm 50 mm
bh bh
2 1
DN
50 mm
bh
5
-
Floor Drain
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
Toilet Kantor Lantai 2 (Dua) Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN DN DN
100 mm 80 mm 65 mm 50 mm 40 mm
m m m m m
18 5 13 27 4
-
Vent Pipa PVC AW
DN DN DN
50 mm 40 mm 32 mm
m m
5 26 8
-
Floor Clean Out
DN DN
100 mm 80 mm
bh bh
2 1
-
Floor Drain
DN
50 mm
bh
5
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
Toilet Kantor Lantai 3 (Tiga) Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN DN DN
100 mm 80 mm 65 mm 50 mm 40 mm
m m m m m
22 6 27 25 4
-
Vent Pipa PVC AW
DN DN DN
50 mm 40 mm 32 mm
m m m
16 12 14
-
Vent Cup
DN
50 mm
bh
1
-
Floor Clean Out
DN DN DN
100 mm 80 mm 50 mm
bh bh bh
2 1 1
-
Floor Drain
DN
50 mm
bh
10
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
m
10
Pemipaan Tegak (Riser) - Pipa Riser Air Kotor PVC AW
DN
150 mm
Satuan Material Rp
Total Material Rp
RINCIAN ANGGARAN BIAYA Nama Proyek Lokasi
: :
PT. YUPI INDO JELLY GUM Karang Anyar - SOLO
No
URAIAN PEKERJAAN
7
8
Pipa Riser Air Bekas PVC AW DN Pipa Riser Vent PVC AW DN
100 mm 50 mm
Alternatif 2
Satuan
Qty
m m
10 12
Toilet Pos Jaga Pengadaan dan pemasangan Pipa PVC AW WAVIN -
Pipa PVC AW WAVIN
DN DN DN
100 mm 65 mm 50 mm
m m m
26 6 6
-
Vent Pipa PVC AW
DN
40 mm
m
13
-
Vent Cup
DN
40 mm
bh
2
-
Floor Clean Out
DN
100 mm
bh
2
-
Floor Drain
DN
50 mm
bh
2
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
lot
1
m m m m m
17 2 2 4 8
TEST COMMISIONING TOTAL II.A
B
INSTALASI PEMIPAAN AIR BERSIH DI TOILET Pengadaan dan Pemasangan Pipa PVC AW WAVIN Instalasi Pipa Air Bersih
1
2
3
Toilet Loker Lantai 1 (Satu) As : 1A - 1B / K-2 -
Pipa PVC AW WAVIN
DN DN DN DN DN
40 mm 32 mm 25 mm 20 mm 15 mm
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
m m m m m
6 4 44 4 4
Toilet Glukose & Ruang Ganti As : E - F - G / 9 -
Pipa PVC AW WAVIN
DN DN DN DN DN
40 mm 32 mm 25 mm 20 mm 15 mm
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
m m m m m
2 4 16 4 36
Toilet Kantor Lantai 1( Satu) -
Pipa PVC AW WAVIN
DN DN DN DN DN
40 mm 32 mm 25 mm 20 mm 15 mm
Satuan Material Rp
Total Material Rp
RINCIAN ANGGARAN BIAYA Nama Proyek Lokasi
: :
PT. YUPI INDO JELLY GUM Karang Anyar - SOLO
No
4
6
7
URAIAN PEKERJAAN
Alternatif 2
Satuan
Qty
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
m m m m m
3 4 16 8 36
Satuan Material Rp
Total Material Rp
Toilet Kator Lantai 2 (Dua) -
Pipa PVC AW WAVIN
DN DN DN DN DN
40 mm 32 mm 25 mm 20 mm 15 mm
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
m
26
lot
1
m m m m
3 10 4 9
Air Panas (PROVSUM) -
Pipa PPR PN 16
-
Fitting, Material Bantu dan Support
DN
20 mm
Toilet Pos Jaga -
Pipa PVC AW WAVIN
DN DN DN DN
32 mm 25 mm 20 mm 15 mm
-
Fitting
lot
1
-
Material Bantu & Support
lot
1
lot
1
TOTAL II. B III
TEST DAN COMMISIONING TOTAL III. B CATATAN : * Semua Gate Valve di area Toilet Tidak termasuk
TOTAL I - III JASA 6 % TOTAL I - III DIBULATKAN
-
