BILL OF QUANTITY PT. TOTAL JAYA ENGINEERING Project Site Name Site ID Area Tower Type
: HCPT : : : : 42 M GF
No 1
Work Description
Unit
Jabodetabek Qty
Jabodetabek
Jawa
Sumatera
kalimantan
PEKERJAAN PERSIAPAN a.
Pengukuran dan Bouwplank for GF_New Built
ls
1. 1.00
1,500,000
1,500,000
b.
Asbuilt Drawing dan Dokumen Foto & CD_New Built
ls
1. 1.00
1,000,000
1,000,000
c.
Mobilisasi dan demobilisasi_New Built
ls
1. 1.00
5,200,000
5,200,000
d.
Pembersihan dan perapihan kembali Lahan_New Built
ls
1. 1.00
1,500,000
1,500,000 -
2
PEKERJAAN PONDASI RBS
-
a.
Galian tanah
cum
0.94
36,750
b.
Urugan pasir bawah pondasi t = 5 cm
cum
0.31
240,000
c.
Lantai kerja beton 1 : 3 : 5 tebal 5 cm
cum
0.31
660,000
207,570
c.
Pondasi beton bertulang K-225A
cum
1.67
2,400,000
4,010,400
d.
Urugan kembali tanah + Pemadatan
cum
-
30,000
e.
Pembuangan tanah keluar lokasi
cum
0.94
31,000
29,249
g.
Plesteran dan acian
m2
12 12.60
36,000
453,600
h.
Pengecatan w/ ICI weather shield
m2
12 12.60
25,000
315,000
2,416,013
34,674 75,480
-
3
TOWER PONDASI
-
a.
Galian tanah
cum
65.74
36,750
b.
Urugan pasir bawah pondasi t = 10 cm
cum
3.36
240,000
807,360
c.
Lantai kerja beton 1 : 3 : 5 tebal 5 cm
cum
1.68
660,000
1,110,120
d.
Pondasi beton bertulang K-225B
cum
15.21
3,000,000
45,618,000
e.
Urugan kembali tanah + Pemadatan
cum
45.49
30,000
1,364,696
g.
Pembuangan tanah keluar lokasi
cum
20.25
31,000
627,812
h.
Plesteran Beton Kolom + cat + Groting
m2
4.00
264,000
1,056,000
i.
Setting Template dan Angkur
pcs
24.00
30,000
720,000
j.
Urugan tanah import + pemadatan
m3
-
115,000
-
4
PAGAR DAN HALAMAN
-
a.
Galian tanah
cum
2.47
36,750
90,802
b.
Urugan pasir bawah pondasi t = 10 cm
cum
0.85
240,000
204,480
c.
Lantai kerja beton 1 : 3 : 5 tebal 5 cm
cum
0.43
660,000
281,160
d.
Urugan kembali tanah + Pemadatan
cum
-
30,000
e.
Urugan dengan Tanah Import (Opt.) + Pemadatan
cum
-
115,000
f.
Pembuangan tanah keluar lokasi
cum
2.47
31,000
76,595 4,089,600
-
g.
Beton Sloof 20x20, K175, φ12
cum
1.70
2,400,000
h.
Gravel
cum
11.67
270,000
3,151,980
i.
Pagar halaman BRC 1,900_mm + Pipa 2"
m
42.60
504,000
21,470,400
Pintu Single Swing BRC 1,900_mm + Pipa 2"
unit
1.00
3,136,000
3,136,000
k.
Pekerjaan kawat duri 50m/roll
roll
5.83
336,000
1,958,880
l.
Pad Lock ex. Cisa 70
pcs
1.00
350,000
350,000
m. Pad Lock uk. 50 ex Abus n. Pad Lock uk. 70 ex Abus
pcs
2.00
145,000
290,000
pcs
1.00
185,000
185,000
j.
o.
Plesteran dan acian
m2
13 13.63
36,000
490,752
h.
Pengecatan w/ ICI weather shield
m2
13 13.63
25,000
340,800 -
5
PEKERJAAN TOWER
-
a.
Transportasi dan delivery
kg
7, 7 ,314.00
2,100
15,359,400
b.
Erection
kg
7, 7 ,314.00
1,300
9,508,200
c.
Pengecatan
kg
-
35,000
d.
Plat Identity
unit
1.00
350,000
350,000
e.
Beton pondasi tangga & Hor. Cbl. Bridge
m3
0.19
960,000
184,320
-
6
ACCESS ROAD
-
Paving Block Set (Tebal (Tebal 6cm) + Knst & pmd (opt)
m2
9.00
d.
Rabat beton tebal 15cm K175
cum
-
2,400,000
-
e.
gravel
cum
-
270,000
-
f.
Urugan dengan Tanah Import (Opt.) + Pemadatan
cum
-
115,000
-
g.
Pondasi batu kali
cum
-
540,000
-
b.
159,300
1,433,700
7
Panel KWH dan ACPDB
-
Sulawesi
BILL OF QUANTITY PT. TOTAL JAYA ENGINEERING Project Site Name Site ID Area Tower Type
: HCPT : : : : 42 M GF
No
Work Description
Unit
Jabodetabek Qty
Jabodetabek
Jawa
Sumatera
kalimantan
a.
Panel KWH
unit
1.00
4,720,000
4,720,000
b.
Panel ACPDB
unit
1.00
9,676,000
9,676,000
Sulawesi
8
PEKERJAAN M/E PAGAR & HALAMAN
-
a.
Pekerjaan Pole KWH Meter, galvanized, 5 m, dia 3" (Inc. pondasi & asesoris)
Unit
1.00
1,357,000
1,357,000
b.
Pekerjaan Pole ACPDB, galvanized,dia 3" p= 2.0 m (Inc. po ndasi & asesoris)
Unit
1.00
1,121,000
1,121,000
c.
Pekerjaan Lampu Halaman + Twr Mounting
Unit
1.00
2,183,000
2,183,000
d.
Pengadaan Photocell Lumina 10 A
set
-
1.00
4,130,000
4,130,000
118,000
-
9
PEKERJAAN M/E TOWER
-
a.
Pengadaan Panel OB light
Unit
a.
Pengadaan Lampu OB Light
Unit
1.00
2,065,000
2,065,000
b.
Installation & Insul Test incl. Cabling & Acc.
m'
66.00
20,650
1,362,900
c.
NYFGBY 4 x 16 ( KWH - MDP - sub kwh - SDP)
m'
20.00
141,600
2,832,000
Unit
1.00
590,000
590,000
10 PEKERJAAN GROUNDING SYSTEM a. Splitzen & mounting
-
b.
Penarikan Alumunium Cable AAC 70mm2 dari Lightning Spike Menara ke Bimetalic Clamp
m
55.00
20,060
1,103,300
c.
Penarikan Cable BC 50mm2 dari bimetalic clam diteruskan ke plat grounding tembaga (GF Type) atau ke Copper Rod (RF Type)
m
8.00
64,900
519,200
d.
Bimetalic Clamp ex furse tokai
unit
1.00
236,000
236,000
e. f.
Pembuatan sumuran grounding ukuran : 100x100x200cm dan Plat
Unit nos
1.00
4,425,000
4,425,000
2.00
177,000
354,000
Pengelasan exothermic
11 PEKERJAAN GROUNDING CABLE FEEDER DI TOWER a.
Terminal Main Grounding, Almunium 10x30x0.8 cm + isolator + 14 lubang dia. 12 mm dipasang pada uper dan lower tower dan EGB
b.
Penarikan Alumunium Cable AAC 50mm2 dari terminal tembaga ( upper, lower) ke Bimetalic Clamp
c.
Penarikan kabel BC 50mm2 dari Bimetalic Clamp ke Bak Kontrol.
d.
Bimetalic Clamp ex furse tokai
Unit
3.00
265,500
796,500
m
43.00
15,930
684,990
m
8.00
64,900
519,200
unit
1.00
236,000
236,000
177,000 e
12
PEKERJAAN GROUNDING KAKI TOWER a.
Penarikan kabel BCC 50 mm2 dari 4 Base plate Tower ke Ring grounding.
b.
Pengelasan exothermic
-
m
16.00
nos
8.00
70,800 177,000
13 PEKERJAAN MAIN GROUNDING PAGAR DAN HALAMAN
566,400 -
a.
Copper Rod 5/8" panjang 4 m
Unit
5.00
b.
Pembuatan Bak kontrol ukuran 60x60x60cm
Unit
1.00
c.
Pembuatan Bak kontrol ukuran 80x60x60cm
Unit
-
1,121,000
d.
Terminal Main Grounding, tembaga 10x30x0.8 cm + isolator + 14 lubang dia. 12 mm ( Bak Kontrol )
Unit
1.00
1,180,000
e.
Plat tembaga 700x50x6 mm dengan isolator di Bak Kontrol
Unit
-
413,000
f.
Penarikan kabel BC 50 mm2 Ring grounding dan integrasi ke Bak kontrol
m
70.00
383,500
26,845,000
g.
Penarikan Alumunium Cable AAC 50mm2 dari Kwh panel ke IGB ( internal grounding bar )
m
20.00
64,900
1,298,000
i.
Pengelasan exothermic
nos
5.00
15,930
79,650
737,500
177,000 14 PEKERJAAN GROUNDING SHELTER a.
Penarikan Alumunium Cable AAC 50mm2 dari EGB ke IGB diteruskan ke ACPDB
737,500 1,180,000 -
-
m
5.00
-
50
BILL OF QUANTITY PT. TOTAL JAYA ENGINEERING Project Site Name Site ID Area Tower Type
: HCPT : : : : 42 M GF
No
Work Description
Unit
Jabodetabek Qty
Jabodetabek
Jawa
Sumatera
kalimantan
b.
Pengelasan exothermic
nos
1.00
15,930
15,930
c.
Terminal Main Grounding, Almunium 10x30x0.8 cm + isolator + 14 lubang dia. 12 mm dipasang pada IGB
nos
1.00
177,000
177,000
265,500
Sulawesi
-
15 Pln Connection 6.6 Kva
ls
1.00
Total Price
-
-
-
-
200,808,612
50
-
Site Name : Paku Alam Site ID
:
Description
No 1
Koef
Unit
Qty
Unit Price
Total Price
Material
Upah
SITE PREPARATION
a. Mobilization and demobilization for New built sites
Water Supply / Fresh Water
ls
1.00
-
-
Sewa Stamper
hr
2.00
-
-
Sewa Vibrator
hr
2.00
-
-
Sewa Genset
hr
2.00
-
-
Sewa Concrete Mixer Kap 0.6m3 (Molen)
hr
2.00
-
-
Sewa Pompa
hr
2.00
-
-
ls
1.00
b. Site Clearing
Upah Pembersihan Lahan(ls)
1.00
c. Bouwplank
2
lot
1.00
m
46.00
-
-
Nail / paku 10 cm
0.02
kg
0.92
-
-
Benang
0.10
roll
4.60
-
-
Wooden / Kayu 5 x 7cm x 4 mtr
0.25
btg
11.50
-
-
Wooden / Papan 2 x 30cm x 4 mtr
0.28
btg
12.88
-
-
Plastic Hose dia 5mm
0.40
m
18.40
-
-
Upah Pemasangan Bowplank(ls)
1.00
m
46.00
-
-
m3
0.94
1.00
m3
0.94
-
-
m3
0.31
-
RBS FOUNDATION WORK
a. Excavation volume, including backfilling.
Upah Galian Normal Pondasi RBS >3m (m3) b. Sand layer
Sand Fill
1.10
m3
0.35
Upah Hampar Pasir (m3)
1.00
m3
0.31
m3
0.31
c. Lean Concrete
-
-
-
Portland Cement @ 50 Kgs
4.50
sak
1.42
-
-
Concrete Sand / Pasir Beton
1.20
m3
0.38
-
-
Upah Lantai Kerja1:3:5 (lean concrete)(m3)
1.00
m3
0.38
-
-
d. Rebar
Besi Beton KS Polos 10 mm, P 12 m
btg
e. Bar Bending
kg
Kawat Beton / Bendrat (kg)
0.01
kg
1.19
Upah Pekerjaan Besi Beton (Bar Bending)(Kg)
1.00
kg
119.11
m
6.85
f. Form Work Plywood/Multiplek 9mm
-
-
-
-
-
-
Nail / paku 10 cm
0.25
kg
1.71
-
-
Wooden / Kayu 5 x 7cm x 4 mtr
1.50
btg
10.28
-
-
Multiplek 9 mm
0.38
lbr
2.60
-
-
Upah Pasang Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
6.85
-
-
Upah Bongkar Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
6.85
-
-
m3
1.67
g. Concrete K-175 foundation for outdoor BTS
Portland Cement @ 50 Kgs
4.36
sak
7.29
-
-
Concrete Sand / Pasir Beton
0.52
m3
0.87
-
-
Gravel 2-3 cm / Split
0.87
m3
1.45
-
-
Upah Pengecoran Sloof & Kolom Praktis 1:3:5(m3)
1.00
m3
1.67
-
m2
12.60
h. Finishing cementing and black painting with Vinilex
3
17.00 119.11
-
Portland Cement @ 50 Kgs
0.20
sak
2.52
-
-
Concrete Sand / Pasir Beton
0.02
m3
0.30
-
-
Cat Hitam Vinilex @ 2.5 ltr/klg
0.30
kg
3.78
-
-
Upah Plester1:4 Aci(m2)
1.00
m2
12.60
-
-
Upah Pengecatan Dinding(m2)
1.00
m2
12.60
-
-
TOWER FOUNDATION
a. Mix Design & Tes Kubus
1.00
-
b. Upah Seting Angkur+Template(pcs)
pcs
24.00
-
c. Soil work, Calculate by Excavation volume, including backfilling.
m3
65.74
m3
65.74
m3
3.36
Upah Galian Normal Pondasi Tower >3m (m3)
ls
1.00
d. Sand layer
-
-
Sand Fill
1.10
m3
3.70
-
Upah Hampar Pasir (m3)
1.00
m3
3.36
-
m3
1.68
e. Lean Concrete
-
-
- -
Portland Cement @ 50 Kgs
4.50
sak
7.57
-
-
Concrete Sand / Pasir Beton
1.20
m3
2.02
-
-
Upah Lantai Kerja1:3:5 (lean concrete)(m3)
1.00
m3
2.02
-
f. Rebar
-
kg
Besi Beton KS Ulir D 16 mm, P 12 m
btg
71.00
-
-
Besi Beton KS Polos 10 mm, P 12 m
btg
17.00
-
-
-
-
g. Bar Bending
kg
Kawat Beton / Bendrat (kg)
0.01
kg
Upah Pekerjaan Besi Beton (Bar Bending)(Kg)
1.00
kg
h. Form Work Plywood/Multiplek 9mm
1,408.06
14.08
1,408.06
m2
-
-
-
Nail / paku 10 cm
0.25
kg
-
-
-
Wooden / Kayu 5 x 7cm x 4 mtr
1.50
btg
-
-
-
Multiplek 9 mm
0.38
lbr
-
-
-
Upah Pasang Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
-
-
-
Upah Bongkar Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
-
-
-
m3
15.21
i. Concrete K-225
Portland Cement @ 50 Kgs
6.80
sak
103.40
-
-
Concrete Sand / Pasir Beton
0.68
m3
10.34
-
-
Gravel 2-3 cm / Split
0.82
m3
12.47
-
-
Upah Pengecoran Besi Beton 1:2:3(manual)(m3)
1.00
m3
15.21
Page 4 of 9
-
-
Site Name : Paku Alam Site ID
:
Description
No
Koef
Unit
Back Filling
Upah Urugan kembali tanah + Pemadatan
1.00
Pembuangan tanah keluar lokasi
Upah Pembuangan tanah keluar lokasi
1.00
j. Finishing cementing and black painting with Vinilex
45.49
m3
45.49
m3
20.25
m3
20.25
m2
5.00
Unit Price
Total Price
Material
Upah
-
-
-
-
Portland Cement @ 50 Kgs
0.20
sak
1.00
-
-
Concrete Sand / Pasir Beton
0.02
m3
0.12
-
-
Cat Hitam Vinilex @ 2.5 ltr/klg
0.30
kg
1.50
-
-
Upah Plester1:4 Aci(m2)
1.00
m2
5.00
-
-
Upah Pengecatan Dinding(m2)
1.00
m2
5.00
-
-
titik
4.00
k. Grouting Kolom Foundation
4
Qty
m3
Sika Groting @25kG
0.50
Sak
2.00
-
Upah Grouting Pedestal(titik)
1.00
titik
4.00
-
- -
m3
2.47
1.00
m3
2.47
-
-
m3
0.85
PAGAR DAN HALAMAN
a. Excavation volume, including backfilling.
Upah Galian Normal Pondasi Pagar >3m (m3) b. Sand layer
Sand Fill
1.10
m3
0.94
-
Upah Hampar Pasir (m3)
1.00
m3
0.85
-
m3
0.43
c. Lean Concrete
- -
Portland Cement @ 50 Kgs
4.50
sak
1.92
-
-
Concrete Sand / Pasir Beton
1.20
m3
0.51
-
-
Upah Lantai Kerja1:3:5 (lean concrete)(m3)
1.00
m3
0.51
-
-
d. Rebar
Besi Beton KS Polos 12 mm, P 12 m
btg
16.00
-
-
Besi Beton KS Polos 8 mm, P 12 m
btg
16.00
-
-
-
-
e. Bar Bending
kg
Kawat Beton / Bendrat (kg)
0.01
kg
3.39
Upah Pekerjaan Besi Beton (Bar Bending)(Kg)
1.00
kg
221.10
m2
16.24
f. Form Work Plywood/Multiplek 9mm
-
-
0.25
kg
4.06
-
-
Wooden / Kayu 5 x 7cm x 4 mtr
1.50
btg
24.36
-
-
Multiplek 9 mm
0.38
lbr
6.17
-
-
Upah Pasang Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
16.24
-
-
Upah Bongkar Bekisting Multiplex 9mm+Stoowerk(m2)
1.00
m2
16.24
-
-
m3
1.70
Portland Cement @ 50 Kgs
4.36
sak
7.43
-
-
Concrete Sand / Pasir Beton
0.52
m3
0.89
-
-
Gravel 2-3 cm / Split
0.87
m3
1.48
-
-
Upah Pengecoran Sloof & Kolom Praktis 1:3:5(m3)
1.00
m3
1.70
-
m2
13.63
h. Finishing cementing and black painting with Vinilex
-
Portland Cement @ 50 Kgs
0.20
sak
2.73
-
-
Concrete Sand / Pasir Beton
0.02
m3
0.33
-
-
Cat Hitam Vinilex @ 2.5 ltr/klg
0.30
kg
4.09
-
-
Upah Plester1:4 Aci(m2)
1.00
m2
13.63
-
-
Upah Pengecatan Dinding(m2)
1.00
m2
13.63
-
-
m
42.60
i. Fence Panel and post
PAGAR BRC T190 - 6 MM
0.42
lbr
18.00
-
-
U-Clip for BRC FENCE
3.33
Pcs
141.86
-
-
Klem BRC
3.33
Pcs
141.86
-
-
Kawat Duri Hot deep Galvanised 50 m/roll
0.12
Roll
5.11
-
-
Upah Pemasangan Pagar BRC+Tiang(M')
1.00
m
42.60
pcs
14.00
j. Tiang pagar Tengah BRC 190 cm
Tiang Pagar Pojok BRC
1.00
Mur + Baut + Ring BRC
4.00
k. Tiang pagar Pojok BRC 190 cm
Tiang Pagar Tengah BRC
1.00
Mur + Baut + Ring BRC
4.00
l. BRC Gate, H=1900 mm, W= 1500 mm, include Padlock
-
-
btg
14.00
-
-
Unit
56.00
-
-
pcs
4.00
-
-
-
-
btg
4.00
Unit
16.00
unit
1.00
Pintu BRC 1,5 M Single Hod Dep Galvanis
1.00
Set
1.00
-
-
Master Lock 175 DLH
1.00
Pcs
1.00
-
-
Upah Pemasangan Pintu Pagar(Set)
1.00
set
1.00
-
m3
11.67
m3
11.67
-
m3
11.67
-
m. Gravel
Gravel 2-3 cm / Split
1.00
Upah Hampar Gravel
1.00
-
- -
TOWER WORK
a. Delivery dan Erection tower
m3
7,314.00
Material Delivery
1.00
kg
7,314.00
-
Erection
1.00
kg
7,314.00
-
b. Beton pondasi tangga & Hor. Cbl. Bridge K-175
m3
- -
0.19
Portland Cement @ 50 Kgs
4.36
sak
0.84
-
-
Concrete Sand / Pasir Beton
0.52
m3
0.10
-
-
Gravel 2-3 cm / Split
0.87
m3
0.17
-
-
Upah Pengecoran Sloof & Kolom Praktis 1:3:5(m3)
1.00
m3
0.19
-
unit
1.00
c. Plat Identity
6
Nail / paku 10 cm
g. Concrete K-175 foundation for outdoor BTS
5
338.56
-
-
-
ACCESS ROAD
a. Access road in front of gate up to 3m
Paving block
1.00
m2
9.00
m2
9.00
Page 5 of 9
-
-
Site Name : Paku Alam Site ID
:
Description
No
Upah pemasangan paving
Koef
Unit
1.00
b. Cansteen
m3
1.00
0.41
sak
0.41
Concrete Sand / Pasir Beton
0.10
m3
0.10
Batu Bata Merah / Red Brick
70.00
pcs
70.00
m3
1.00
set
1.00
1.00
Total Price
Material
Upah
-
-
-
-
-
-
-
-
-
-
-
-
-
-
PEKERJAAN MEKANIKAL DAN ELEKTRIKAL
a.
Supply and install ACPDB Outdoor type with pole & accessories (include padlock)
TIANG ACPDB 2,5", P = 2 MTR
1.00
BRAKET CLAMP BUSBAR KE TIANG ACPDB Master Lock 295 OD
1.00
Dynabolt M12 Galvanies
4.00
PANEL ACPDB OUTDOOR ( HCPT )
1.00
Upah Pasang Pole ACPDB
1.00
b. Supply, and installation kWH box with pole without BASEPLATE
1.00 1.00
Pcs
1.00
-
-
pcs
4.00
-
-
unit
1.00
-
-
unit
1.00
-
m3
0.09
sak
0.29
-
-
Concrete Sand / Pasir Beton
0.52
m3
0.04
-
-
Gravel 2-3 cm / Split
0.87
m3
0.07
-
-
Pipa PVC 2"
1.00
btg
0.09
-
-
btg
1.00
-
-
Clamp pipa galvanize 3"-2"
4.00
pcs
4.00
-
-
Master Lock 295 OD
1.00
Pcs
1.00
-
-
PANEL KWH HCPT OUTDOOR
1.00
pcs
1.00
-
-
unit
1.00
Lampu taman, Lamp 70 watt high pressure sodium filament (SON) and reflector (PHILLIPS)_IP165
-
-
set
1.00
Tiang Lampu Taman + Bracket
1.00
Pcs
1.00
-
-
LAMPU Taman PHILIP SPP 165 70 W GB GRS
1.00
Set
1.00
-
-
Cable Ties Hitam 385 x 4,8 mm CV-385 B "KSS"
0.20
Pak
0.20
-
-
12.00
m
12.00
-
-
m
50.00
-
-
Flexible Hitam 3/4" tanpa plat Cabel NYY 3 x 2,5 mm
1.00
Upah Pasang Tiang Lampu Taman (excl.Pndasi)mou nted(Unit)
1.00
unit
d. OB light LED including cable, surge protection etc,
unit
1.00
-
-
1.00
OBL Philips SGP 165
1.00
pcs
1.00
-
-
Panel OB light
1.00
pcs
1.00
-
-
Cabel NYY 3 x 2,5 mm
1.00
unit
15.00
-
-
Upah Pasang Lampu OBL
1.00
1.00
-
unit
e. Supply, delivery and installation AC power cable NYFGBY 4x16 mm2
8
-
3.36
Upah Pasang Pole KWH
c.
btg pcs
Portland Cement @ 50 Kgs
TIANG KWH 3", P = 6 MTR
-
20.00
Cable NYFGBY 4x16 mm2
1.00
m
20.00
-
-
Flexible Hitam 1.5" W/ Plate Inside
1.00
m
20.00
-
-
Sealant Silicon White
1.00
pcs
1.00
-
-
Cable Ties Hitam 385 x 4,8 mm CV-385 B "KSS"
0.20
Pak
0.02
-
-
Upah Penarikan Cable NYFGBY 4x16 mm2
1.00
m
20.00
-
set
1.00
Spitzen / Penangkal petir 3/4
1.00
Pcs
1.00
-
-
Isolator Spitzen
1.00
Roll
1.00
-
-
Upah Pasang splitzen
1.00
unit
1.00
-
-
PEKERJAAN GROUNDING SYSTEM
a. Main Tower accessories
b.
55.00
BAUT M 8 X 30 STAINLES STEEL
pcs
28.00
Klem AAC 70mm
pcs
28.00
Skun 70 + Vinil
pcs
1.00
Bimetalic conector
Set
1.00
1.00
1.00
Penarikan Cable BC 50mm2 dari bimetalic clam diteruskan ke plat grounding tembaga (GF Type) atau ke Copper Rod (RF Type)
Cable BC 50mm Tembaga
m
m
8.00
m
8.00
-
-
-
-
-
-
-
-
-
-
-
-
-
-
1.00
-
-
Tube
2.00
-
-
m
8.00
1.00
Plat Grounding Tembaga ukuran 100x100x0.3 cm
pcs
1.00
-
-
pcs
Mesiu 90 gr ERICO
55.00
Skun 50 + Vinil
Upah Install Cable BC 50mm
-
55.00
m
Upah Install Cable AAC 70 mm2
c.
Suplay and Install Cable AAC 70mm2 dari Lightning Spike Menara ke Bimetalic Clamp
Cable AAC 70mm, All Aluminium Alloy Conductor,Singlec ore
9
Unit Price
9.00
Portland Cement @ 50 Kgs
Upah pemasangan cansteen 7
Qty
m2
-
-
PEKERJAAN GROUNDING CABLE FEEDER DI TOWER
Terminal Main Grounding, Almunium 10x30x0.8 cm dengan isolator a. dipasang pada upper dan lower dan EGB tower
Pcs
3.00
BUSBAR ALUMINIUM 300 X 100 x 16mm 14 HOLE
1.00
Pcs
3.00
-
-
Klem Buaya Hot Deep Galvaniez
2.00
pcs
6.00
-
-
BAUT M 8 X 30 STAINLES STEEL
4.00
pcs
12.00
-
-
Upah Install Busbar
1.00
pcs
3.00
-
Page 6 of 9
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Site Name : Paku Alam Site ID
:
Description
No
Koef
Unit
Qty
Penarikan kabel Alumunium Cable AAC 50mm2 dari terminal tembaga ( b. upper, lower, EGB, ) ke Bimetalic Clamp
Unit Price
Total Price
Material
Upah
43.00
Cable AAC 50mm, All Aluminium Alloy Conductor,Singlecore
1.00
m
43.00
-
-
Pipa Clipsal 5/8" Warna Hitam
0.33
btg
14.19
-
-
Sok pipa cllipsal 5/8 (warna hitam)
0.33
Pcs
14.19
-
-
KLEM PIPA CLIPSAL 5/8
1.00
pcs
43.00
-
-
Skun 50 + Vinil
pcs
2.00
-
-
Bimetalic conector
Pcs
1.00
-
-
Upah Install Cable AAC 50mm
1.00
m
43.00
1.00
m
8.00
-
-
Skun 50 + Vinil
pcs
2.00
-
-
BAUT M 8 X 30 STAINLES STEEL
pcs
2.00
-
-
m
8.00
m
16.00
m
16.00
c. Penarikan kabel BC 50mm2 dari Bimetalic Clamp ke Bak Kontrol.
Cable BC 50mm Tembaga
Upah Install Cable BC 50mm
-
-
8.00
1.00
-
-
10 PEKERJAAN KAKI TOWER a. Penarikan kabel BCC 50 mm2 dari 4 Base plate Tower ke Ring grounding.
Cable BCC 50mm Tembaga
1.00
Skun 50 + Vinil Mesiu 90 gr ERICO Upah Install Cable BCC 50mm
1.00
-
-
pcs
4.00
-
-
Tube
8.00
-
-
m
16.00
-
-
11 PEKERJAAN MAIN GROUNDING PAGAR DAN HALAMAN a. Copper bonded rod diameter 5/8" *4m
pcs 1.00
btg
5.00
-
-
Pipa PVC 4 "
0.25
btg
1.25
-
-
Dop Pipa PVC 4 " Tutup
1.00
Pcs
5.00
-
-
Mesiu 90 gr ERICO
1.00
Tube
5.00
-
-
Upah tanam Copper bonded rod
1.00
pcs
5.00
unit
1.00
Tutup Bak Kontrol 70 x 70
1.00
Pcs
1.00
Portland Cement @ 50 Kgs
0.41
sak
0.41
Concrete Sand / Pasir Beton
0.10
m3
0.10
Batu Bata Merah / Red Brick
70.00
pcs
Master Lock 295 OD
1.00
Upah Pembuatan Bak Kontrol(Unit)
1.00
b. Grounding Pit (according to drawing)
c.
5.00
Copper bonded rod diameter 5/8" P=4m
-
-
-
-
-
-
-
70.00
-
-
Pcs
1.00
-
-
unit
1.00
-
Terminal Main Grounding, tembaga 10x30x0.8 cm + isolator + 14 lubang dia. 12 mm ( Bak Kontrol )
-
-
1.00
BUSBAR ALUMINIUM 300 X 100 x 16mm 14 HOLE
1.00
Pcs
1.00
-
-
Isolator Keramik 40 x 40
2.00
Pcs
2.00
-
-
BAUT M 8 X 30 STAINLES STEEL
4.00
pcs
4.00
-
-
Upah Install Busbar
1.00
pcs
1.00
-
Cable BC 50mm Tembaga
1.00
m
70.00
-
-
Mesiu 90 gr ERICO
1.00
Tube
-
-
Upah Install Cable BC 50mm
1.00
d. Penarikan kabel BC 50 mm2 Ring grounding dan integrasi ke Bak kontrol
-
70.00
e. Penarikan kabel AAC 50mm2 dari box KWH Meter ke IGB
m
6.00 70.00
-
-
pcs
20.00
Cable AAC 50mm, All Aluminium Alloy Conductor,Singlecore
1.00
m
20.00
-
-
Pipa Clipsal 5/8" Warna Hitam
0.33
btg
6.60
-
-
Sok pipa cllipsal 5/8 (warna hitam)
0.33
Pcs
6.60
-
-
KLEM PIPA CLIPSAL 5/8
1.00
pcs
20.00
-
-
pcs
20.00
-
-
1.00
m
20.00
Cable AAC 50mm, All Aluminium Alloy Conductor,Singlecore
1.00
m
5.00
-
-
Pipa Clipsal 5/8" Warna Hitam
0.33
btg
1.65
-
-
Sok pipa cllipsal 5/8 (warna hitam)
0.33
Pcs
1.65
-
-
KLEM PIPA CLIPSAL 5/8
1.00
pcs
5.00
-
-
pcs
5.00
-
-
Tube
5.00
-
-
m
5.00
Skun 50 + Vinil Upah Install Cable AAC 50mm
-
-
12 PEKERJAAN GROUNDING SHELTER a. Penarikan kabel AAC 50mm2 dari ACPDB ke IGB, diteruskan ke EGB
5.00
Skun 50 + Vinil
b.
Mesiu 90 gr ERICO
1.00
Upah Install Cable AAC 50mm
1.00
Terminal Main Grounding, Almunium 10x30x0.8 cm + isolator + 14 lubang dia. 12 mm dipasang pada IGB
-
-
1.00
BUSBAR ALUMINIUM 300 X 100 x 16mm 14 HOLE
1.00
Pcs
1.00
-
-
Isolator Keramik 40 x 40
2.00
Pcs
2.00
-
-
BAUT M 8 X 30 STAINLES STEEL
4.00
pcs
4.00
-
-
Upah Install Busbar
1.00
pcs
1.00
-
TOTAL PEKERJAAN MEKANIKAL AND ELEKTRIKAL
-
Page 7 of 9
-
-
-
Note : Warna kuning jangan di ganti/ dihapus
B
C
Galian Area Tower
65.74 Pgalian :
5.90
Lgalian :
5.90
Tgalian :
1.75
Lgalian atas :
6.37
Volgalian :
65.74
Foundation Tower K225
15.21
1 Pad Ppad :
5.80
Lpad :
5.80
Tpad :
0.40
Npad :
1.00
Volpad :
13.46
Ppedestal :
0.50
Lpedestal :
0.50
Tpedestal :
1.75
Npad :
4.00
Volpad :
1.75
2 Pedestal
4 Sand Layer tebal 10cm
3.36 Psl :
5.80
Lsl :
5.80
Tsl :
0.10
Nsl :
1.00
Volsl :
3.36
4 Lean Concrete tebal 5cm K175
1.68
Plc :
5.80
Llc :
5.80
Tlc :
0.05
Nlc :
1.00
Volsl :
1.68