ANALISA HARGA SATUAN PEKERJAAN TAHUN 2014
No. 1 I. 1
2
3
4
5
6
*
II. 1
2
3
Uraian Pekerjaan
Sat.
2
3
Koef.
Harga Satan !R"#
5.
PEKE PEKERJ RJAA AAN N PEN$ PEN$AH AHUL ULUA UAN N Pe%&er'i(an Loka'i Pekerja Mandor
m2 OH OH
1.000 0.100 0.050
Pengkran +an "a'angan &o,")ank Kayu meranti balok Paku bia!a 2" # 5 " Kayu meranti %a%an &M'( 2)20 Pekerja Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m m3 k$ m3 o+ o+ o+ o+
1.000 0.012 0.020 0.00* 0.100 0.100 0.010 0.005
$irek'i Keet +an G+ang -ea /irek!ikeet dan udan$
m2 bln
1.000 *.000
Pe%&atan "agar 'e%entara 'eng ge)o%&ang tinggi 2 % /olken kayu elam 8#10)400 m -en$ elomban$ k. &0,8 1,50( Kayu Meranti Ka!o 5)* Paku !be! 'at Meni e!i Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m1
1.000
bt lb r m3 k$ k$ o+ o+ o+ o+
1.100 1.000 0.025 0.060 0.450 0.400 0.200 0.020 0.020
/iaa Li'trik kerja -ea en!et -olar Olie
l! +r lt lt
1.000 0.000 450.000 20.000
/iaa Air Kerja ir kerja
l! bln
1.000 6.000
Pa%an ama Proyek 80 120 m, t 7 250 m Kayu Meranti %a%an t7 2 m -en$ Plat 9- 30 Paku 'at Kayu eton 'or K225 Pekerja ukan$ Kayu ukan$ at Mandor
unit m3 m2 k$ k$ m3 OH OH OH OH
1.000 0.050 1.620 0.600 1.500 0.100 2.000 1.000 1.000 1.000
PEKERJAAN TANAH Ga)ian Tana( /ia'a Se+a)a% 1% Pekerja Mandor
m3 OH OH
1.000 0.*50 0.025
/or Pon+a'i Stro' +ia 30 5% Pekerja Mandor -ea alat bor !trou!
m3 OH OH jam
1.000 1.440 0.0*2 1.200
Urgan Pa'ir Pa!ir ru$ Pekerja
m3 m3 OH
1.000 1.100 0.300
J%)a( !R"#
6.
60,000.00 80,000.00 J%)a(
6,000.00 4,000.00 10*000.00
3,300,000.00 15,000.00 1,*50,000.00 60,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
3,600.00 300.00 12,250.00 6,000.00 6,000.00 *,000.00 *50.00 360.00 66,260.00
1,650,000.00 J%)a(
11,550,000.00 11*--0*000.00
14,000.00 52,000.00 3,300,000.00 16 1 6,000.00 35,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
15,400.00 52,000.00 80,850.00 60.00 15,*50.00 24,000.00 14,000.00 1,500.00 1,600.00 2 0 * 0 0 . 0 0
60,000.00 6,500.00 30,000.00 J%)a(
5,400,000.00 2,25,000.00 600,000.00 *2-*000.00
*50,000.00 J%)a(
4,500,000.00 4*-00*000.00
5,*50,000.00 80,000.00 15,000.00 44,000.00 815,662.00 60,000.00 *0,000.00 *0,000.00 80,000.00 J%)a(
28*,500.00 12,600.00 ,000.00 66,000.00 81,566.20 12 120,000.00 *0,000.00 *0,000.00 80 8 0,000.00 13*.20
60,000.00 80,000.00 J%)a(
45,000.00 2,000.00 4 * 00 0 . 0 0
60,000.00 80,000.00 1 5, 5, 00 000.00 J%)a(
86,400.00 5,*60.00 18,000.00 1 10 * 1 0 . 0 0
120,000.00 60,000.00
132,000.00 18,000.00
No. 4
5
6
Uraian Pekerjaan
Sat.
Urgan Ta'irt a!irtu -ea !tem%er Pekerja Mandor
m3 m3 +ari OH OH
1.000 1.200 0.00 0.250 0.025
Urgan Tana( Ke%&a)i Pekerja Mandor
m3 OH OH
1.000 0.102 0.01
/angan Tana( Ga)ian Pekerja Mandor
m3 OH OH
1.000 0.200 0.040
III. PEKERJ PEKERJAA AAN N PASAN PASANGAN GAN P6N P6N$AS $ASII 1 /at ko'ongan Aan'ta%"eng a atu kali bela+ Pa!ir ru$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor 2
3
m3 m3 m3 o+ o+ o+ o+
2
8. 1
Harga Satan !R"#
J%)a( !R"#
85,000.00 100,000.00 60,000.00 80,000.00 J%)a(
102,000.00 00.00 15,000.00 2,000.00 11*00.00
60,000.00 80,000.00 J%)a(
6,120.00 1,520.00 *40.00
60,000.00 80,000.00 J%)a(
12,000.00 3,200.00 1-*200.00
135,000.00 120,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
162,000.00 36,000.00 46,800.00 2*,300.00 2,25.00 3,120.00 2*14-.00
135,000.00 1,120.00 158,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
148,500.00 152,320.00 85,52.00 0,000.00 52,500.00 5,625.00 6,000.00 -40*.00
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a( 1 %2 *14.40
40,250.00 16,04.40 6,320.00 18,000.00 *,000.00 *50.00 1,200.00 *14.40 4*.
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a( *14.40
40,250.00 16,04.40 6,320.00 18,000.00 *,000.00 *50.00 1,200.00 *14.40 4*4.-
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
40,250.00 10,864.00 *,110.00 18,000.00 *,000.00 *50.00 1,200.00 -*14.00
56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80 000 00
8,*08.00 3,634.00 18,000.00 10,500.00 1,125.00 1 200 00
1.000
1.2000 0.3000 0.*800 0.300 0.030 0.030
Pon+a'i /at ka)i17atu kali bela+ -emen Portland Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 m3 k$ m3 o+ o+ o+ o+
1.100 136.000 0.544 1.500 0.*50 0.0*5 0.0*5
Pa'angan Pon+a'i ro))ag &at &ata 173 atu bata mera+ 51122 m -emen Portland Pa!ir %a!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 b+ :ak m3 o+ o+ o+ o+
1.000 *0.000 0.28* 0.040 0.300 0.100 0.010 0.015
1.000
8.333
J%)a( 1 %3 I8. 1
Koef.
PEKERJ PEKERJAA AAN N PASAN PASANGAN GAN $IN$ $IN$ING ING TE9/ TE9/6K 6K Pa'ang $in+ing /ata 173 1:2 /ata atu ata Mera+ -emen Portland 50 k$ Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 b+ :ak m3 OH OH OH OH
1.000 *0.000 0.28* 0.040 0.300 0.100 0.010 0.015
umla+ 1 m3 Pa'ang $in+ing /ata 17- 1:2 /ata atu ata Mera+ -emen Portland 50 k$ Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 b+ :ak m3 OH OH OH OH
8.330 1.000 *0.000 0.14 0.045 0.300 0.100 0.010 0.015
PEKERJAAN PLESTERAN* PLESTERAN* /ENANGAN /ENANGAN $AN A;IAN A;IAN P)e'teran Te&a) 1-%% ;a%"ran 1 7 3 -emen Portland 50 k$ Pa!ir %a!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 :ak m3 OH OH OH OH
1.000 0.156 0.023 0.300 0.150 0.015 0 015
No. 4
5
6
Uraian Pekerjaan
Sat.
Urgan Ta'irt a!irtu -ea !tem%er Pekerja Mandor
m3 m3 +ari OH OH
1.000 1.200 0.00 0.250 0.025
Urgan Tana( Ke%&a)i Pekerja Mandor
m3 OH OH
1.000 0.102 0.01
/angan Tana( Ga)ian Pekerja Mandor
m3 OH OH
1.000 0.200 0.040
III. PEKERJ PEKERJAA AAN N PASAN PASANGAN GAN P6N P6N$AS $ASII 1 /at ko'ongan Aan'ta%"eng a atu kali bela+ Pa!ir ru$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor 2
3
m3 m3 m3 o+ o+ o+ o+
2
8. 1
Harga Satan !R"#
J%)a( !R"#
85,000.00 100,000.00 60,000.00 80,000.00 J%)a(
102,000.00 00.00 15,000.00 2,000.00 11*00.00
60,000.00 80,000.00 J%)a(
6,120.00 1,520.00 *40.00
60,000.00 80,000.00 J%)a(
12,000.00 3,200.00 1-*200.00
135,000.00 120,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
162,000.00 36,000.00 46,800.00 2*,300.00 2,25.00 3,120.00 2*14-.00
135,000.00 1,120.00 158,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
148,500.00 152,320.00 85,52.00 0,000.00 52,500.00 5,625.00 6,000.00 -40*.00
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a( 1 %2 *14.40
40,250.00 16,04.40 6,320.00 18,000.00 *,000.00 *50.00 1,200.00 *14.40 4*.
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a( *14.40
40,250.00 16,04.40 6,320.00 18,000.00 *,000.00 *50.00 1,200.00 *14.40 4*4.-
5*5.00 56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
40,250.00 10,864.00 *,110.00 18,000.00 *,000.00 *50.00 1,200.00 -*14.00
56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80 000 00
8,*08.00 3,634.00 18,000.00 10,500.00 1,125.00 1 200 00
1.000
1.2000 0.3000 0.*800 0.300 0.030 0.030
Pon+a'i /at ka)i17atu kali bela+ -emen Portland Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 m3 k$ m3 o+ o+ o+ o+
1.100 136.000 0.544 1.500 0.*50 0.0*5 0.0*5
Pa'angan Pon+a'i ro))ag &at &ata 173 atu bata mera+ 51122 m -emen Portland Pa!ir %a!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 b+ :ak m3 o+ o+ o+ o+
1.000 *0.000 0.28* 0.040 0.300 0.100 0.010 0.015
1.000
8.333
J%)a( 1 %3 I8. 1
Koef.
PEKERJ PEKERJAA AAN N PASAN PASANGAN GAN $IN$ $IN$ING ING TE9/ TE9/6K 6K Pa'ang $in+ing /ata 173 1:2 /ata atu ata Mera+ -emen Portland 50 k$ Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 b+ :ak m3 OH OH OH OH
1.000 *0.000 0.28* 0.040 0.300 0.100 0.010 0.015
umla+ 1 m3 Pa'ang $in+ing /ata 17- 1:2 /ata atu ata Mera+ -emen Portland 50 k$ Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 b+ :ak m3 OH OH OH OH
8.330 1.000 *0.000 0.14 0.045 0.300 0.100 0.010 0.015
PEKERJAAN PLESTERAN* PLESTERAN* /ENANGAN /ENANGAN $AN A;IAN A;IAN P)e'teran Te&a) 1-%% ;a%"ran 1 7 3 -emen Portland 50 k$ Pa!ir %a!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 :ak m3 OH OH OH OH
1.000 0.156 0.023 0.300 0.150 0.015 0 015
No.
3
4
8I. 1
2
Uraian Pekerjaan
Sat.
Koef.
ukan$ atu Ke%ala ukan$ atu Mandor
OH OH OH
0.150 0.015 0.015
/enangan S+t 1 7 2 -emen Portland Pa!ir Pa!an$ Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m :ak m3 OH OH OH OH
1.000 0.010 0.013 0.080 0.040 0.040 0.004
A5ian /eton -emen Portland Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 :ak OH OH OH OH
1.000 0.065 0.200 0.100 0.010 0.010
m m o+ am am
1.000 1.000 0.125 0.218 0.218
b+ b+ k$ lt lt +r o+
1.000 1.000
PEKERJAAN P6N$ASI P6N$ASI 9INI PILE Pe%an5angan Tiang Pan5ang 2-<2- 5%* )= 12 % Mini %ile ; 250 250 mm, %anjan$ 12 m Mandor -ea 'rane 30 ton -ea Hammer ian$ Panan$ Pena%&ngan Tiang Pan5ang 2->2- 5% oint !ambun$an ian$ Panan$ Kaat 9a!
0.500 0.050 1.000 0.050 0.250
*0,000.00 *5,000.00 80,000.00 J%)a(
J%)a( !R"# 10,500.00 1,125.00 1,200.00 40*40.20
56,000.00 15 1 58,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
560.00 2,054.00 4,800.00 2,800.00 3,000.00 320.00 13*-34.00
56,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
3,640.00 12,000.00 *,000.00 *50.00 800.00 24*10.00
130,000.00 80,000.00 130,000.00 150,000.00 J%)a(
130,000.00 10,000.00 28,340.00 32,*00.00 201*040.00
30,000.00 35,000.00 30,000.00 6,500.00 50,000.00 *0,000.00 J%)a(
30,000.00 1*,500.00 1,500.00 6,500.00 2,500.00 1*,500.00 -*-00.00
Harga Satan !R"#
No. 3
Uraian Pekerjaan
3
4
5
6
Koef.
ttk o+ o+ o+
1.000
m3 :ak m3 m3 lt OH OH OH OH
1.000 5.*50 0.558 0.541 215.000 1.200 0.200 0.020 0.060
/eton Ra&at &eton 1737-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 6.00 0.518 0.533 215.000 1.650 0.2*5 0.028 0.083
/eton K?22-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 .2*5 0.436 0.551 215.000 1.650 0.2*5 0.028 0.083
/eton K?300 -emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 10.325 0.426 0.53* 215.000 1.650 0.2*5 0.028 0.083
Pe%&e'ian $engan /e'i U)ir 3 e!i beton ulir Kaat beton &bendrat( Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
k$ k$ k$ OH OH OH OH
1.000 1.050 0.015 0.00* 0.00* 0.001 0.000
Pe%&e'ian $engan /e'i Po)o' U?24 e!i beton %olo! Kaat beton &bendrat( Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
k$ k$ k$ OH OH OH OH
1.000 1.050 0.015 0.00* 0.00* 0.001 0.000
Pe%otongan jng tiang "an5ang 2->2- 5% Pe P ekerja ukan$ 9a! Mandor
8II. PEKERJAAN /ET6N 1 /eton Lantai Kerja 1737-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor 2
Sat.
0.420 0.250 0.020
Harga Satan !R"#
J%)a( !R"#
60,000.00 *0,000.00 80,000.00 J%)a(
25,200.00 1*,500.00 1,600.00 44*300.00
52,000.00 160,000.00 240,000.00 20.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
2,000.00 8,26.00 12,*20.00 4,300.00 *2,000.00 14,000.00 1,500.00 4,800.00 14*1.00
52,000.00 160,000.00 240,000.00 20.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
358,800.00 82,800.00 12*,824.00 4,300.00 ,000.00 1,250.00 2,100.00 6,640.00 00*14.00
52,000.00 160,000.00 240,000.00 20.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
482,300.00 6,808.00 132,264.00 4,300.00 ,000.00 1,250.00 2,100.00 6,640.00 1-*2.00
52,000.00 160,000.00 240,000.00 20.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
536,00.00 68,06.00 128,*6.00 4,300.00 ,000.00 1,250.00 2,100.00 6,640.00 -*22.00
,600.00 16,000.00 60,000.00 *0 *0,000.00 *5,000.00 80,000.00 J%)a(
10,080.00 240.00 420.00 40.00 52.50 32.00 11*314.-0
,400.00 16,000.00 60,000.00 *0 *0,000.00 *5,000.00 80,000.00 J%)a(
,8*0.00 240.00 420.00 40.00 52.50 32.00 11*104.-0
No. *
8
Uraian Pekerjaan
Sat.
Pe%&e'ian @ire%e'( 9 =ireme!+ M6 &210 45 m ( Kaat beton Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
m2 lbr lbr k$ OH OH OH OH
1.000 0.0 0.000 00 0.03 0.0300 00 0.1500 0.0300 0.0150 0.0300
/eki'ting Untk Pi)e ;a" atako kuran 1 3 m Pa!ir Pa!an$ -emen P' Pekerja ukan$ atu Ke%ala ukan$ atu Mandor)Pen$aa!
m2 b+ m3 K$ HO HO HO HO
1.000 14.000 0.02* *.500 0.320 0.100 0.010 0.005
/eki'ting Untk S)oof* Ko)o%* Ring Prakti' Kayu meranti %a%an &M'( Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$
m2 m3 m3 k$ ltr
1.000 0.022 0.002 0.300 0.100
Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
OH OH OH OH a+an e$e!tin$ e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai
10
/eki'ting Ko)o% Strktr Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$ alok Kayu Meranti Multi%lek tebal 12 mm /olken Kayu elam 8#10)400 m Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m2 m3 k$ ltr m3 lbr bt $ OH OH OH OH
a+an e$e!tin$ e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai 11
Koef.
/eki'ting /a)ok Strktr Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$ alok Kayu Meranti Multi%lek tebal 12 mm /olken Kayu elam 8#10)400 m Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m3 m3 k$ ltr m3 lbr bt $ OH OH OH OH
a+an e$e!tin$ e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai
Harga Satan !R"#
J%)a( !R"#
400, 400,00 000. 0.00 00 16,0 16,000 00.0 .00 0 60 60,000.00 *0,000.00 *5,000.00 80 80,000.00 J%)a(
36,0 36,000 00.0 .00 0 480. 480.00 00 ,000.00 2,100.00 1,125.00 2,400.00 -1*10-.00
2,000.00 158,000.00 1,120.00 60,000.00 *0,000.00 *5,000.00 80,000.00 J%)a(
28,000.00 4,266.00 8,400.00 1,200.00 *,000.00 *50.00 400.00 *01.00
1,*50,000.00 3,300,000.00 15,000.00 6,500.00 umla+ ba+an 0.520 60,000.00 0.260 *0,000.00 0.026 *5,000.00 0.026 80,000.00 umla+ u%a+ 0.500 50,250.00 50,250.00 1.000 53,430.00 umla+ be$e!tin$ 2 %akai 1.000 0.010 3,300,000.00 0.400 15,000.00 0.200 6,500.00 0.015 3,650,000.00 0.350 158,000.00 2.000 14,000.00 umla+ ba+an 0.660 60,000.00 0.330 *0,000.00 0.033 *5,000.00 0.033 80,000.00 umla+ u%a+ 0.500 1*8,350.00 1*8,350.00 1.000 6*,815.00 umla+ be$e!tin$ 2 %akai 1.000 0.020 3,300,000.00 0.400 15,000.00 0.200 6,500.00 0.018 3,650,000.00 0.350 158,000.00 2.000 14,000.00 umla+ ba+an 0.660 60,000.00 0.330 *0,000.00 0.033 *5,000.00 0.033 80,000.00 umla+ u%a+ 0.500 222,300.00 222,300.00 1.000 6*,815.00 umla+ be$e!tin$ 2 %akai
38,500.00 6,600.00 4,500.00 650.00 50,250.00 31,200.00 18,200.00 1,50.00 2,080.00 53,430.00 25,125.00 25,125.00 53,430.00 *---.00 33,000.00 6,000.00 1,300.00 54,*50.00 55,300.00 28,000.00 1*8,350.00 3,600.00 23,100.00 2,4*5.00 2,640.00 6*,815.00 8,1*5.00 8,1*5.00 6*,815.00 1-*0.00 66,000.00 6,000.00 1,300.00 65,*00.00 55,300.00 28,000.00 222,300.00 3,600.00 23,100.00 2,4*5.00 2,640.00 6*,815.00 111,150.00 111,150.00 6*,815.00 1*-.00
No. 12
Uraian Pekerjaan /eki'ting P)at Lantai Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$ alok Kayu Meranti Multi%lek tebal 12 mm /olken Kayu elam 8#10)400 m Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
Sat. m3 m3 k$ ltr m3 lbr bt$ OH OH OH OH
a+an e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai 13
/eki'ting Tangga Kayu meranti u!uk Paku !uk Minyak e$e!tin$ alok Kayu Kam%er 3)5 Multi%lek tebal mm
m3 m3 k$ ltr m3 lbr
Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
OH OH OH OH a+an e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai
14
15
16
1*
18
1
20
21
/eton Poer P;?2 eton K300 e$e!tin$ e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
/eton Poer P;?3 eton K300 e$e!tin$ e!i beton ulir 3
m3 m3 m2 k$
/eton Poer P;?4 eton K300 e$e!tin$ e!i beton ulir 3
m3 m3 m2 k$
/eton Poer P;?eton K300 e$e!tin$ e!i beton ulir 3
m3 m3 m2 k$
Pon+a'i 'tro' +ia 30 5% eton K300 e!i beton %olo! 24
m3 m3 k$
/eton S)oof S?1 40:0 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
/eton S)oof S?2 30:0 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
/eton S)oof S?3 30:-0 eton K300
m3 m3
Koef. 1.000 0.0238 0.4000 0.2000 0.0150 0.3500 6.0000
Harga Satan !R"#
3,300,000.00 15,000.00 6,500.00 3,650,000.00 158,000.00 14,000.00 umla+ ba+an 0.660 60,000.00 0.330 *0,000.00 0.033 *5,000.00 0.033 80,000.00 umla+ u%a+ 0.500 2*,80.00 1.000 6*,815.00 umla+ be$e!tin$ 2 %akai 1.000 0.030 3,300,000.00 0.400 15,000.00 0.150 6,500.00 0.015 3,650,000.00 0.350 106,000.00 umla+ ba+an 0.660 60,000.00 0.330 *0,000.00 0.033 *5,000.00 0.033 80,000.00 umla+ u%a+ 0.500 1*,825.00 1.000 6*,815.00 umla+ be$e!tin$ 2 %akai 1.000 1.000 865,262.00 3.*0 68,016.00 5*.*50 11,104.50 6.8*1 11,314.50 umla+ 1.000 1.000 865,262.00 2.*10 68,016.00 15.384 11,314.50 umla+ 1.000 1.000 865,262.00 2.580 68,016.00 224.1 11,314.50 umla+ 1.000 1.000 865,262.00 2.160 68,016.00 1*5.225 11,314.50 umla+ 1.000 1.000 865,262.00 8.000 11,104.50 umla+ 1.000 1.000 865,262.00 5.000 *8,555.00 4.13 11,104.50 8.143 11,314.50 umla+ 1.000 1.000 865,262.00 6.660 *8,555.00 64.44 11,104.50 86.66* 11,314.50 umla+ 1.000 1.000 865,262.00
J%)a( !R"# *8,540.00 6,000.00 1,300.00 54,*50.00 55,300.00 84,000.00 2*,80.00 3,600.00 23,100.00 2,4*5.00 2,640.00 6*,815.00 13,45.00 6*,815.00 20*0.00 ,000.00 6,000.00 *5.00 54,*50.00 3*,100.00 1*,825.00 3,600.00 23,100.00 2,4*5.00 2,640.00 6*,815.00 8,12.50 6*,815.00 1*2.-0 865,262.00 25*,*80.64 641,284.88 1,06,046.56 2,860,3*4.08 865,262.00 184,323.36 1,803,355.*8 2,852,41.14 865,262.00 1*5,481.28 2,545,656.54 3,586,3.82 865,262.00 146,14.56 1,82,586.60 2,4,*63.16 865,262.00 88,300.50 1,853,562.50 865,262.00 32,**5.00 546,258.1 1,008,606.86 2,812,02.** 865,262.00 523,1*6.30 *16,1*1.16 80,50.00 3,085,1.46 865,262.00
No.
Uraian Pekerjaan
Sat.
Koef.
m3 m2 k$ k$
1.000 13. 330 252.4* 0.000
/eton Ko)o% K?1 30:40 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 11. 660 4.00 156.000
/eton Ko)o% K?2 40:40 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 10. 000 42.325 156.000
/eton Ko)o% K?3 30:30 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 13. 330 36.036 138.66*
/eton Ko)o% "rakti' 1-:1eton K225 e$e!tin$ 2 %akai e!i beton %olo! 24
m3 m3 m2 k$
1.000 1.000 13. 330 11.483
/eton /a)ok Latai +an ring &a)k 1-:1eton K225 e$e!tin$ 2 %akai e!i beton %olo! 24
m3 m3 m2 k$
1.000 1.000 13. 330 162.620
/eton P)at anak tangga +an &or+e' tangga 1 !Uta%a# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24
m3 m3 m2 k$
1.000 1.000 8. 330 11.04*
/eton &a)ok &or+e' 20:40 eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 12. 500 40.480 11*.000
eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3 23
24
25
26
2*
28
2
865,262.00 *8,555.00 11,104.50 11,314.50 umla+
J%)a( !R"# 865,262.00 1,04*, 138.15 2,808,846.26 # 4,*21,246.41
865,262.00 156, 0.00 11,104.50 11,314.50 umla+
865,262.00 1,830, 503.40 545,122.3* 1,*65,062.00 5,005,4.**
865,262.00 156, 0.00 11,104.50 11,314.50 umla+
865,262.00 1,56, 00.00 4*0,001.66 1,*65,062.00 4,6*0,225.66
865,262.00 156, 0.00 11,104.50 11,314.50 umla+
865,262.00 2,02, 6*6.*0 400,156.83 1,568,44.00 4,2*,03.53
815,662.00 *8,555.00 11,104.50 umla+
815,662.00 1,04*, 138.15 2,126,324.21 3,8,124.36
815,662.00 *8,555.00 11,104.50 umla+
815,662.00 1,04*, 138.15 1,805,813.* 3,668,613.4
865,262.00 166, *2*.50 11,104.50 umla+
865,262.00 1,388, 840.08 2,121,485.85 4,3*5,58*.3
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 2,23*, 062.50 44,510.16 1,323,*6.50 4,8*5,631.16
Harga Satan !R"#
No. 30
31
32
33
34
35
36
3*
38
3
Uraian Pekerjaan
Sat.
Koef.
/eton &a)ok /?1 !3-:0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 6. 160 60.**1 11*.*6
/eton &a)ok /?2A !30:0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 *. 000 66.560 128.26*
/eton &a)ok /?2/ !30:0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 *. 000 66.560 6.200
/eton &a)ok /?3 !30:-0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 *. 060 44.462 *.*60
/eton &a)ok /?4 !2-:40# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 8. 100 56.253 115.440
/eton &a)ok R/?1 !20:40# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 . 500 65.80 *8.000
/eton &a)ok R/?2 !20:30# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 . 330 55.56 104.000
/eton &a)ok R/?3 !30:-0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 8. 660 52.*2 55.46*
/eton &a)ok R/?4 !30:0# eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 8. 330 4*.831 60.66*
/eton ")at )antai t= 1- 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 6. 66* 1*2.000 0.000
Harga Satan !R"#
J%)a( !R"#
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,102,424. 40 6*4,835.88 1,332,801.2 3,*5,324.1
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,252,*55. 00 *3,120.46 1,451,2*3.20 4,308,410.66
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,252,*55. 00 *3,120.46 1,088,454.0 3,45,52.36
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,263,42. 0 43,*30.*5 1,106,105.52 3,*28,51.1*
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,44,616. 50 624,665.14 1,306,145.88 4,245,68.52
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,*00,16*. 50 *32,6*4.1 882,531.00 4,180,635.41
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,66,*43. 45 621,358.4* 1,1*6,*08.00 4,333,0*1.2
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,54,836. 0 585,52*.5 62*,5**.60 3,628,204.45
865,262.00 1*8, 65.00 11,104.50 11,314.50 umla+
865,262.00 1,40,**8. 45 531,140.5* 686,413.00 3,5*3,54.02
865,262.00 20*, *60.00 11,104.50 11,314.50 umla+
865,262.00 1,385,066. 6* 1,0,*4.00 # 4,160,302.6*
No. 3
40
41
42
43
44
45
Uraian Pekerjaan
Sat.
Koef.
/eton ")at )antai t= 12 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 8. 333 152.000 0.000
/eton ")at )antai t= 10 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 10. 000 132.000 0.000
/eton )i'")ank t= 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 12. 500 156.000 0.000
/eton ")at )antai +a'ar t= 5% eton K225 e$e!tin$ =ire me!+ M6
m3 m3 m2 m2
1.000 1.000 0.100 12.500
/eton ")at +a'ar tan+on t= 2- 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 3.000 0.000 101.000
/eton ")at +in+ing tan+on t= 1- 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 13. 333 0.000 121.000
/eton ")at tt" tan+on t= 1- 5% eton K300 e$e!tin$ 2 %akai e!i beton %olo! 24 e!i beton ulir 3
m3 m3 m2 k$ k$
1.000 1.000 6. 66* 0.000 121.000
m2
1.000
!uk al>alum
m1
Paku !ekru% Mandor Ke%ala ukan$ ukan$ Pekerja
8III. PEKERJAAN RANGKA ATAP $AN PENUTUP ATAP 1 Pema!an$an !uk al>alum *,53,5 m t7 0,*5 mm
2
Pema!an$an ?en$ al>alum 34 m t7 0,5 mm ?en$ $al>alum 34 m t7 0,5 mm Paku !ekru% Mandor Ke%ala ukan$ ukan$ Pekerja
Harga Satan !R"#
J%)a( !R"#
865,262.00 20*, *60.00 11,104.50 11,314.50 umla+
865,262.00 1,*31,333. 33 1,68*,884.00 # 4,284,4*.33
865,262.00 20*, *60.00 11,104.50 11,314.50 umla+
865,262.00 2,0**,600. 00 1,465,*4.00 # 4,408,656.00
865,262.00 20*, *60.00 11,104.50 11,314.50 umla+
865,262.00 2,5*,000. 00 1,*32,302.00 # 5,14,564.00
815,662.00 68,016.00 51,105.00 umla+
815,662.00 6,801.60 638,812.50 1,461,2*6.10
815,662.00 *8,555.00 11,104.50 11,314.50 umla+
815,662.00 235,665.00 # 1,142,*64.50 2,14,01.50
815,662.00 20*, *60.00 11,104.50 11,314.50 umla+
815,662.00 2,**0,133. 33 # 1,36,054.50 4,54,84.83
815,662.00 20*, *60.00 11,104.50 11,314.50 umla+
815,662.00 1,385,066. 6* # 1,36,054.50 3,56,*83.1*
3.000
1*,000.00
51,000.00
b+ OH OH OH OH
6.000 0.005 0.001 0.100 0.100
500.00 80,000.00 *5,000.00 *0,000.00 60,000.00 umla+
3,000.00 400.00 *5.00 *,000.00 6,000.00 6*,4*5.00
m2
1.000
m1 b+ OH OH OH OH
4.000 10.000 0.005 0.001 0.100 0.100
8,000.00 500.00 80,000.00 *5,000.00 *0,000.00 60,000.00 umla+
32,000.00 5,000.00 400.00 *5.00 *,000.00 6,000.00 50,4*5.00
No. 3
4
5
6
Uraian Pekerjaan
1
m1
1.000
m1 m1 b+ OH OH OH OH
2.600 1.100 6.000 0.005 0.020 0.200 0.100
Pe%a'angan Genteng E>e) 9onier enten$ Monier Al Pekerja ukan$ Ke%ala ukan$ Mandor
m2 b+ OH OH OH OH
1.000 10.000 0.150 0.0*5 0.008 0.008
Pe%a'angan @,ng Genteng 9onier <) -emen P' 40 k$ Pa!ir Pa!an$ enten$ =uun$ Monier Al Pekerja ukan$ Ke%ala ukan$ Mandor
m :ak m3 lbr OH OH OH OH
1.000 0.160 0.032 5.000 0.400 0.200 0.020 0.002
Pema!an$an alan$ Pembulu+ Pi%a PB' 3 " i%e =
m
1.000
ljr OH OH
0.300 0.081 0.135
3
Harga Satan !R"#
J%)a( !R"#
1*,000.00 20,000.00 500.000 80,000.00 *5,000.00 *0,000.00 60,000.00 umla+
44,200.00 22,000.00 5,000.00 400.00 1,500.00 14,000.00 6,000.00 3,100.00
*,800.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
*8,000.00 ,000.00 5,250.00 600.00 640.00 3,40.00
52,000.00 158,000.00 ,500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
8,320.00 5,103.40 4*,500.00 24,000.00 14,000.00 1,500.00 160.00 100,583.40
53,000.00 60,000.00 *0,000.00 umla+
15,00.00 4,860.00 ,450.00 30,210.00
52,000.00 ,500.00 158,000.00 6*,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
12,116.00 18,430.00 2,844.00 *1,020.00 54,000.00 31,500.00 3,3*5.00 3,600.00 16,885.00
52,000.00 ,500.00 158,000.00 66, 000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
12,116.00 14,250.00 *,110.00 *0, 50*.80 42,000.00 24,500.00 2,625.00 2,800.00 1*5,08.80
6*, 000.00 1,120.00 158,000.00 ,500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
*0, 350.00 12,*45.60 *,110.00 15,30.00 42,000.00 24,500.00 2,625.00 2,800.00 1**,520.60
PEKERJAAN PELAPIS LANTAI $AN $IN$ING m2
1.000
:ak k$ m3 m2 OH OH OH OH
0.233 1.40 0.018 1.060 0.00 0.450 0.045 0.045
Pe%a'angan Kera%ik Lantai 20>20 5% -emen P' 40 k$ -emen erarna Ciyitan Pa!ir Pa!an$ e$el K eramik 2020 m Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 :ak k$ m3 m2 OH OH OH OH
1.000 0.233 1.500 0.045 1. 068 0.*00 0.350 0.035 0.035
Pe%a'angan Lantai Kera%ik 40>405% Po)i'(e+ K eramik 4040 m Poli!+ed -emen Pa!ir Pa!an$ -emen =arna Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 m2 k$ m2 k$ OH OH OH OH
1.000 1. 050 11.380 0.045 1.620 0.*00 0.350 0.035 0.035
Pe%a'angan Tege) Kera%ik $in+ing 20>2-5% -emen P' 40 k$ -emen erarna Ciyitan Pa!ir Pa!an$ e$el Keramik /indin$ 2025 m Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
2
Koef.
9i!%lank ?an$ka Hollo 44 m, t @ 0,*5 mm &Kal!i%lank 20 m t7 12 mm Hollo $al>alum 44 m t7 0,*5 mm Kal!i%lank lebar 20 m, t7 12 mm Paku !ekru% Mandor Ke%ala ukan$ ukan$ Pekerja
Pi%a PB' 3" i%e = Pekerja ukan$ I<
Sat.
No. 4
5
6
< 1
2
3
Uraian Pekerjaan
Sat.
Koef.
Pe%a'angan Lantai Kera%ik 40>405% Un"o)i'(e+ K eramik 4040 m n%oli!+ed -emen Pa!ir Pa!an$ -emen =arna Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 m2 k$ m2 k$ OH OH OH OH
1.000 1. 050 11.380 0.045 1.620 0.*00 0.350 0.035 0.035
Pa'ang Lantai Ho%ogeno' Ti)e 0>0 Homo$enou! ile 6060 -emen Pa!ir Pa!an$ -emen =arna Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m2 m2 k$ m3 k$ OH OH OH OH
1.000 1. 050 10.000 0.045 1.500 0.260 0.130 0.013 0.013
Pe%a'angan Ste" No'(ing Tangga -te% o!+in$ 830 m -emen Pa!ir Pa!an$ -emen =arna Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m1 b+ k$ m2 k$ OH OH OH OH
1.000 3.500 11.400 0.003 0.025 0.00 0.00 0.00 0.005
PEKERJAAN KUSEN PINTU $AN JEN$ELA Pe%a'angan K'en A)%ini% 4 Ku!en luminium 4 " A 1 3)4" -kru%)ri%et -ealent Pekerja ukan$ be!i Ke%ala ukan$ be!i Mandor
m mD bua+ tube OH OH OH OH
1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025
Pe%a'angan K'en A)%ini% 3 Ku!en luminium 3 " A 1 3)4" -kru%)ri%et -ealent Pekerja ukan$ be!i Ke%ala ukan$ be!i Mandor
m mD bua+ tube OH OH OH OH
1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025
m m m b+ OH OH OH OH
1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025
Bra%e $an Pint A)%ini% 4*->*- 5% !a%&ang ata'# Erame /aun Pintu luminium 4,56,5 Karet Ku!en luminium -kru%) ?i>et Pekerja ukan$ Ke%ala ukan$ Mandor
Harga Satan !R"#
J%)a( !R"#
6*, 000.00 1,120.00 158,000.00 ,500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
*0, 350.00 12,*45.60 *,110.00 15,30.00 42,000.00 24,500.00 2,625.00 2,800.00 1**,520.60
160, 000.00 1,120.00 158,000.00 ,500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
168, 000.00 11,200.00 *,110.00 14,250.00 15,600.00 ,100.00 *5.00 1,040.00 22*,2*5.00
10,000.00 1,120.00 158,000.00 ,500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
35,000.00 12,*68.00 4*4.00 23*.50 5,400.00 6,300.00 6*5.00 400.00 61,254.50
82,000.00 400.00 2,200.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
86,100.00 400.00 8,800.00 ,000.00 1*,500.00 1,650.00 2,000.00 125,450.00
80,000.00 400.00 2,200.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
84,000.00 400.00 8,800.00 ,000.00 1*,500.00 1,650.00 2,000.00 123,350.00
84,000.00 2,200.00 400.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
88,200.00 2,200.00 1,600.00 ,000.00 1*,500.00 1,650.00 2,000.00 122,150.00
No. 4
5
6
*
8
10
11
Uraian Pekerjaan
Sat.
Koef.
Bra%e $an Pint A)%ini% 4*->11 5% !a%&ang &,(# Erame /aun Pintu luminium 4,511 m &amb b+( Karet Ku!en luminium -kru%) ?i>et Pekerja ukan$ Ke%ala ukan$ Mandor
m m m b+ OH OH OH OH
1.000 1.050 1.000 4.000 0.150 0.250 0.022 0.025
Bra%e $an Jen+e)a A)%ini% E rame /aun endela luminium Karet Ku!en luminium -kru%) ?i>et Pekerja ukan$ Ke%ala ukan$ Mandor
m m m b+ OH OH OH OH
1.000 1. 050 1.000 4.000 0.150 0.250 0.022 0.025
m m b+ OH OH OH OH
1.000 1.050 4.000 0.150 0.150 0.010 0.020
Pa'ang Ka5a "o)o' t= - %% Kaa %olo! t7 5 mm Pekerja ukan$ Ke%ala ukan$ Mandor
m2 m2 OH OH OH OH
1.000 1.050 0.015 0.150 0.015 0.008
Pa'ang Ka5a t= %% Kaa %olo! t7 6 mm Pekerja ukan$ Ke%ala ukan$ Mandor
m2 m2 OH OH OH OH
1.000 1.050 0.015 0.150 0.015 0.008
Pa'ang Ka5a Po)o' Te&a) %% Kaa ebal Polo! 8mm Pekerja ukan$ Ke%ala ukan$ Mandor
m2 m2 OH OH OH OH
1.000 1.050 0.015 0.150 0.015 0.008
Pa'ang Ka5a Sto"'o) Te&a) %% Kaa -to%!ol ebal 8 mm Pekerja ukan$ Ke%ala ukan$ Mandor
m2 m2 OH OH OH OH
1.000 1.050 0.020 0.200 0.020 0.010
Pa'ang Ka5a Te%"ere+ Sto"'o) Te&a) 12 %% Kaa em%ered -to%!ol ebal 12mm Pekerja ukan$ Ke%ala ukan$ Mandor
m2 m2 OH OH OH OH
1.000 1.050 0.025 0.250 0.025 0.013
8enti)a'i a)%ini% k. 1>3 Bebtila!i aluminium 1 " 3 " -kru%) ?i>et Pekerja ukan$ Ke%ala ukan$ Mandor
Harga Satan !R"#
J%)a( !R"#
8*,000.00 2,200.00 400.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
1,350.00 2,200.00 1,600.00 ,000.00 1*,500.00 1,650.00 2,000.00 125,300.00
*8, 000.00 2,200.00 400.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
81, 00.00 2,200.00 1,600.00 ,000.00 1*,500.00 1,650.00 2,000.00 115,850.00
22,000.00 400.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
23,100.00 1,600.00 ,000.00 10,500.00 *50.00 1,600.00 46,550.00
80,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
84,000.00 00.00 10,500.00 1,125.00 600.00 *,125.00
112,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
11*,600.00 00.00 10,500.00 1,125.00 600.00 130,*25.00
1*5,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
183,*50.00 00.00 10,500.00 1,125.00 600.00 16,8*5.00
530,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
556,500.00 1,200.00 14,000.00 1,500.00 800.00 5*4,000.00
1,250,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
1,312,500.00 1,500.00 1*,500.00 1,8*5.00 1,000.00 1,334,3*5.00
No. 12
13
14
15
16
Uraian Pekerjaan Pa'ang 9)ti")ek t= 12 %% Multi%lek t7 12 mm &122A244 m Pekerja ukan$ Ke%ala ukan$ Mandor
Sat. m2 lbr OH OH OH OH
Koef. 1.000 0.350 0.0250 0.0*50 0.00*5 0.0013
Pa!an$ aluminium 'om%o!it Panel luminium 'om%o!it Panel aut !ekru%)ri%et Pekerja ukan$ be!i Ke%ala ukan$ be!iD Mandor
m2 m1 b+ OH OH OH OH
1.000 1.0500 20.0000 0.040 0.400 0.040 0.0200
Pa!an$ aluminium 'om%o!it P anel 'P P er$oreted 3 m luminium 'om%o!it Panel 'P PerForeted 3 m aut !ekru%)ri%et Pekerja ukan$ be!i Ke%ala ukan$ be!iD Mandor
m2 m1 b+ OH OH OH OH
1. 000 1.0500 20.0000 0.040 0.400 0.040 0.0200
Pint a)%ini% T"e P1 Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 Erame Bi!ion aluminium uk 20*0 m Kaa 5 mm >i!ion Kaa %olo! 6 mm Eull Handle
unit m1 m1 m1 m2 m2 m1 m2 m2 !et !tel !et !et !et b+ b+
1.000 .560 .840 1.440 2.310 6.30 3.600 0.310 1.060 2.000 3.000 2.000 1.000 2.000 1.000 1.000
Pint T"e PU !Pint Uta%a# Kaa em%ered -to%!ol t7 12 mm Kaa -to%!ol t7 8 mm Eull Handle -teinli!!teel t7 60 m ottom Pat+ Eitin$ ottom 9ok Eittin$ Eloor Hin$e Eied o% Pin o% Pat+ Eittin$ /indin$ 9a%i! %anel aluminium ?an$ka Hollo 40401,2 mm 'or beton 2020 m &balok $antun$(
unit m2 m2 !tel !et !et !et !et !et m2 m1 m3
1.000 *.840 5.840 4.000 4. 000 4. 000 4.000 4.000 4.000 8.00 56.600 0.280
Harga Satan !R"#
J%)a( !R"#
158,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
55,300.00 1,500.00 5,250.00 562.50 104.00 62,*16.50
160,000.00 1,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
168,000.00 20,000.00 2,400.00 28,000.00 3,000.00 1,600.00 223,000.00
220,000.00 1,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
231,000.00 20,000.00 2,400.00 28,000.00 3,000.00 1,600.00 286,000.00
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 40,000.00 *,125.00 130,*25.00 300,000.00 30,000.00 300,000.00 165,000.00 30,000.00 60,000.00 40,000.00 umla+
1,1,302.00 1,201,56.00 180,432.00 144,8*5.12 408,60.00 144,000.00 30,108.*5 138,568.50 600,000.00 0,000.00 600,000.00 165,000.00 60,000.00 60,000.00 40,000.00 5,063,202.3*
1,334,3*5.00 5*4,000.00 340,000.00 150, 000.00 1*5, 000.00 1,200,000.00 110,000.00 220,000.00 223,000.00 33,3*1.45 4,333,0*1.2 umla+
10,461,500.00 3,352,160.00 1,360,000.00 600, 000.00 *00, 000.00 4,800,000.00 440,000.00 880,000.00 1,84,*00.00 1,888,823.* 1,213,260.14 2*,680,443.2
No. 1*
18
1
20
Uraian Pekerjaan
Sat.
Koef.
Pint a)%ini% T"e P2 Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Kaa %olo! 8 mm alu!i 1"3 " Eull Handle 5540 m
unit m1 m1 m1 m2 m1 !et !tel !et !et b+ b+
1.000 10.120 10.120 1.*20 2.800 5.160 2.000 3.000 2.000 1.000 1.000 1.000
Pint a)%ini% T"e P3 Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 Erame Bi!ion aluminium uk 20*0 m Kaa 5 mm >i!ion alu!i aluminium 1"A3 " Eull Handle
unit m1 m1 m1 m2 m2 m1 m2 m1 !et !tel !et !et !et b+ b+
1.000 .560 .840 1.440 2.310 6.30 3.600 0.310 4.200 2.000 3.000 2.000 1.000 2.000 1.000 1.000
Pint a)%ini% T"e P4 Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 9e>er Handle
unit m1 m1 m1 m2 m2 !et !tel !et
1.000 4.480 10.120 1.*20 0.*0 1.40 1.000 2.000 1.000
Pint a)%ini% T"e PKu!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 Erame Bi!ion aluminium uk 20*0 m Kaa 5 mm >i!ion Kaa %olo! 6 mm 9e>er Handle
unit m1 m1 m1 m2 m2 m1 m2 m2 !et !tel !et
1.000 *.660 5.050 0.850 1.380 2.*60 1.800 0.150 0.610 1.000 2.000 1.000
Harga Satan !R"#
J%)a( !R"#
125,450.00 122,150.00 125,300.00 16,8*5.00 46,550.00 256,000.00 30,000.00 300,000.00 165,000.00 60,000.00 40,000.00 umla+
1,26,554.00 1,236,158.00 215,516.00 551,250.00 240,18.00 512,000.00 0,000.00 600,000.00 165,000.00 60,000.00 40,000.00 4,*,6*6.00
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 40,000.00 *,125.00 46,550.00 300,000.00 30,000.00 300,000.00 165,000.00 30,000.00 60,000.00 40,000.00 umla+
1,1,302.00 1,201,56.00 180,432.00 144,8*5.12 408,60.00 144,000.00 30,108.*5 15,510.00 600,000.00 0,000.00 600,000.00 165,000.00 60,000.00 60,000.00 40,000.00 5,120,143.8*
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 140,000.00 30,000.00 165,000.00 umla+
562,016.00 1,236,158.00 215,516.00 60,835.01 124,160.00 140,000.00 60,000.00 165,000.00 2,563,685.01
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 40,000.00 *,125.00 130,*25.00 140,000.00 30,000.00 165,000.00 umla+
60,4*.00 616,85*.50 106,505.00 86,548.** 1*6,640.00 *2,000.00 14,568.*5 *,*42.25 140,000.00 60,000.00 165,000.00 2,4*8,80.2*
No. 21
22
23
24
25
26
Uraian Pekerjaan
Sat.
Koef.
Pint a)%ini% T"e P Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 Erame Bi!ion aluminium uk 20*0 m Kaa 5 mm >i!ion alu!i aluminium 1"3 " 9e>er Handle
unit m1 m1 m1 m2 m2 m1 m2 m1 !et !tel !et
1.000 *.660 5.050 0.850 1.380 2.*60 1.800 0.150 5.100 1.000 2.000 1.000
Pint a)%ini% T"e P Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Erame daun %intu 4,511 m Multi%lek t7 12 mm HP9 9e>er Handle
unit m1 m1 m1 m2 m2 !et !tel !et
1.000 5.010 4.30 1.460 0.0 1.0 1.000 2.000 1.000
Pint a)%ini% T"e P Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Multi%lek t7 12 mm HP9 Handle H/9 /K
unit m1 m1 m2 m2 !et !tel !et
1.000 4.260 6.280 0.*00 1.400 1.000 2.000 1.000
Pint a)%ini% T"e P Ku!en aluminium !il>er 4 " Erame daun %intu 4,56,5 m Multi%lek t7 12 mm HP9 Handle H/9 /K
unit m1 m1 m2 m2 !et !tel !et
1.000 3.500 3.340 0.300 0.600 1.000 1.000 1.000
Jen+e)a a)%ini% T"e J1 Ku!en aluminium !il>er 4 " rame daun jendela kaa Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m2 m1 !et !et
1.000 16.150 5. 60 3.810 24.600 2.000 2. 000
Jen+e)a a)%ini% T"e J2 Ku!en aluminium !il>er 4 " rame daun jendela kaa Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m2 m1 !et !et
1.000 16.600 6. 120 3.20 22.100 2.000 2. 000
Harga Satan !R"#
J%)a( !R"#
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 40,000.00 *,125.00 46,550.00 140,000.00 30,000.00 165,000.00 umla+
60,4*.00 616,85*.50 106,505.00 86,548.** 1*6,640.00 *2,000.00 14,568.*5 23*,405.00 140,000.00 60,000.00 165,000.00 2,636,4*2.02
125,450.00 122,150.00 125,300.00 62,*16.50 64,000.00 140,000.00 30,000.00 165,000.00 umla+
628,504.50 602,1.50 182,38.00 62,08.34 12*,360.00 140,000.00 60,000.00 165,000.00 1,68,01.34
125,450.00 122,150.00 62,*16.50 64,000.00 125,000.00 30,000.00 140,000.00 umla+
534,41*.00 *6*,102.00 43,01.55 8,600.00 1 25,000.00 60,000.00 140,000.00 1,*60,020.55
125,450.00 122,150.00 62,*16.50 64,000.00 125,000.00 30,000.00 140,000.00 umla+
43,0*5.00 40*,81.00 18,814.5 38,400.00 1 25,000.00 30,000.00 140,000.00 1,1,2*0.5
125,450.00 1 15, 850.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
2,026,01*.50 60, 466.00 3*0,046.25 54,120.00 130,000.00 120, 000.00 3,30,64.*5
125,450.00 1 15, 850.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
2,082,4*0.00 *0, 002.00 380,*30.00 48,620.00 130,000.00 120, 000.00 3,4*0,822.00
No. 2*
28
2
30
31
32
33
Uraian Pekerjaan
Sat.
Koef.
Jen+e)a a)%ini% T"e J3 Ku!en aluminium !il>er 4 " E rame daun jendela kaa alu!i aluminium 1"3 " Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m1 m2 m1 !et !et
1.000 16.150 5. 60 14.400 1.880 .400 2.000 2. 000
Jen+e)a a)%ini% T"e J4 Ku!en aluminium !il>er 4 " E rame daun jendela kaa alu!i aluminium 1"3 " Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m1 m2 m1 !et !et
1.000 16.600 6. 120 15.120 2.010 11.300 2.000 2. 000
Jen+e)a a)%ini% T"e JKu!en aluminium !il>er 4 " E rame daun jendela kaa alu!i aluminium 1"3 " Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m1 m2 m1 !et !et
1.000 5.560 3. 240 3.840 0.430 2.*00 1.000 1. 000
Jen+e)a a)%ini% T"e J Ku!en aluminium !il>er 4 " Erame daun jendela kaa alu!i aluminium 1"3 " Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m1 m2 m1 !et !et
1.000 31.800 11.580 20.100 6.630 38.100 2.000 3. 000
Jen+e)a a)%ini% T"e J Ku!en aluminium !il>er 4 " E rame daun jendela kaa alu!i aluminium 1"3 " Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m1 m2 m1 !et !et
1.000 26.500 *. 840 16.800 5.400 26.600 2.000 2. 000
Jen+e)a a)%ini% T"e /8 Ku!en aluminium !il>er 4 " E rame daun jendela kaa Kaa %olo! t7 5 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m2 m1 b+ !et
1.000 2.000 1. 520 1.100 1.400 2.000 1. 000
;rtain @a)) 1 !;@1A# Ku!en aluminium !il>er 4 " E rame daun jendela kaa Kaa %olo! t7 6 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m2 m1 !et !et
1.000 14.600 . *60 2.480 1*.000 4.000 4. 000
Harga Satan !R"#
J%)a( !R"#
125,450.00 1 15, 850.00 46,550.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
2,026,01*.50 60, 466.00 6*0,320.00 182,55.00 20,680.00 130,000.00 120, 000.00 3,840,0*8.50
125,450.00 1 15, 850.00 46,550.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
2,082,4*0.00 *0, 002.00 *03,836.00 15,221.25 24,860.00 130,000.00 120, 000.00 3,65,38.25
125,450.00 1 15, 850.00 46,550.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
6*,502.00 3*5, 354.00 1*8,*52.00 41,*63.*5 5,40.00 65,000.00 60, 000.00 1,424,311.*5
125,450.00 115,850.00 46,550.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
3,8,310.00 1,341,543.00 35,655.00 643,38.*5 83,820.00 130,000.00 180, 000.00 *,304,266.*5
125,450.00 1 15, 850.00 46,550.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
3,324,425.00 08, 264.00 *82,040.00 524,4*5.00 58,520.00 130,000.00 120, 000.00 5,84*,*24.00
125,450.00 1 15, 850.00 *,125.00 2,200.00 65,000.00 60, 000.00 umla+
250,00.00 1*6, 02.00 106,83*.50 3,080.00 130,000.00 60, 000.00 *26,0.50
125,450.00 115, 850.00 130,*25.00 2,200.00 65,000.00 60, 000.00 umla+
1,831,5*0.00 1,130,66. 00 324,18.00 3*,400.00 260,000.00 240, 000.00 3,823,864.00
No. 34
35
36
2
3
4
5
6
6
Uraian Pekerjaan
Sat.
Koef.
;rtain @a)) 1 !;@1/# Ku!en aluminium !il>er 4 " Kaa %olo! t7 6 mm -ealent
unit m1 m2 m1
1.000 15.600 3.040 20.000
;rtain @a)) 1 !;@1;# Ku!en aluminium !il>er 4 " Kaa %olo! t7 6 mm -ealent
unit m1 m2 m1
1.000 2.00 6.880 42.400
;rtain @a)) 1 !;@2# Ku!en aluminium !il>er 4 " E rame daun jendela kaa Kaa %olo! t7 6 mm -ealent 'at+ment 12 " Handle 9ok 'H 400 /ek!on
unit m1 m1 m2 m1 !et !et
1.000 1.100 .120 4.400 24.040 2.000 2.000
'M k$ ltr ltr jam
10.000 0.400 0.300 0.040 0.1*0 0.002 0.020 0.002 0.002
PEKERJAAN SUN S;REEN* SE;6N$ARC SKIN* RAILIING P<<9-)E<?GK-G /< 9- 9G-?GK Kaat la! li!trik -olar Minyak Peluma! -ea lat =eldin$ -et &Min 5 jam( Mandor ukan$ be!i Ke%ala ukan$ be!i Pekerja
OH OH OH OH
E<?GK-G / P
M1 k$ ltr ltr jam
E<?GK-G / P
K m
OH
1.000 0.200 0.001 0.001 0.000 0.001
P
K k$ k$
1.000 1.050 1.000
P
K k$ k$
1.000 1.050 1.000
P
K k$ k$
1.000 1.050 1.000
P
K k$ k$
1.000 1.050 1.000
OH OH OH OH
OH OH OH
1.000 0.006 0.005 0.001 0.210 0.002 0.060 0.006 0.028
Harga Satan !R"#
J%)a( !R"#
125,450.00 130,*25.00 2,200.00 umla+
1,5*,020.00 3*,404.00 44,000.00 2,38,424.00
125,450.00 130,*25.00 2,200.00 umla+
3,*50,55.00 8,388.00 3,280.00 4,*43,623.00
125,450.00 115, 850.00 130,*25.00 2,200.00 65,000.00 60, 000.00 umla+
2,36,05.00 1, 056,552. 00 5*5,10.00 52,888.00 130,000.00 120,000. 00 4,330,*25.00
35,000.00 6,500.00 28,000.00 50,000.00 80,000.00 *0,000.00 *5,000.00 60,000.00 umla+
14,000.00 1,50.00 1,120.00 8,500.00 160.00 1,400.00 150.00 120.00 2*,400.00
35,000.00 6,500.00 28,000.00 50,000.00 80,000.00 *0,000.00 *5,000.00 60,000.00 umla+
210.00 2.25 16.80 10,500.00 160.00 4,200.00 450.00 1,680.00 1*,246.05
2*,400.00 80,000.00 *0,000.00 *5,000.00 60,000.00 umla+
5,480.00 40.00 *0.00 *.50 60.00 5,65*.50
12,000.00 5,65*.50 umla+
12,600.00 5,65*.50 18,25*.50
12,000.00 5,65*.50 umla+
12,600.00 5,65*.50 18,25*.50
12,000.00 5,65*.50 umla+
12,600.00 5,65*.50 18,25*.50
12,000.00 5,65*.50 umla+
12,600.00 5,65*.50 18,25*.50
No.
Uraian Pekerjaan
Sat.
6
P
K k$ k$
1.000 1.050 1.000
P
K k$ k$
1.000 1.050 1.000
E<?GK-G / P- PGP <-G HO99O= 20.20 e!i Hollo 20202 mm Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 0.250
E<?GK-G / P- PGP <-G HO99O= 20.40 e!i Hollo 2040A2 MM Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 0.500
E<?GK-G / P- PGP <-G HO99O= 40.40 e!i Hollo 4040A2,3 MM Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 0.00
E<?GK-G / P- PGP <-G HO99O= 40.80 e!i Hollo 40803,2 mm Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 1.500
E<?GK-G / P- PGP <-G HO99O= *5.*5 e!i Hollo *5*53,8 mm Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 1.*50
E<?GK-G / P- PGP -
M1 m1 m1
1.000 1.050 2.40
E<?GK-G / P- PGP -
M1 m1 m1
1.000 1.050 2.500
E<?GK-G / P- PGP -P /G 2 1)2 " Pi%a -P 2 1)2 " Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 2.40
E<?GK-G / P- PGP -P /G 1 " Pi%a -P 1 " Pema!an$an dan Febrika!i
M1 m1 m1
1.000 1.050 1.200
-eundary -kin Hall dan 9obby uk 1*20850 m e!i !iku 50.50.5 Hollo al>ani! 40803,2 mm 'at be!i /inabolt M10
unit k$ m1 m2 b+
1.000 35.850 300.00 8*.10 21*.200
?ailin$ an$$a tama Hand railin$ %i%a !teinli! dia 2 1)2 " ryli t7 8 mm ian$ -teinli! %i%a dia 2 1)2 " Pi%a !teinli! dia 1 " Penje%it ryli %latt !teinli! a!e Plate
m1 m1 m1 m1 m1 m1 b+
1.000 1.000 2.200 1.260 0.*50 1.00 1.000
Hand ?ailin$ an$$a tama Hand railin$ %i%a !teinli! dia 2 1)2 " -u%ort +and ?illin$ !teinli! dia 2 1)2
m1 m1 b+
1.000 1.100 1.000
6
5
6
*
8
10
11
12
13
14
15
16
Koef.
Harga Satan !R"#
J%)a( !R"#
,600.00 5,65*.50 umla+
10,080.00 5,65*.50 15,*3*.50
,600.00 5,65*.50 umla+
10,080.00 5,65*.50 15,*3*.50
*,000.00 1*,246.05 umla+
*,350.00 4,311.51 11,661.51
14,000.00 1*,246.05 umla+
14,*00.00 8,623.03 23,323.03
1*,000.00 1*,246.05 umla+
1*,850.00 15,521.45 33,3*1.45
21,000.00 1*,246.05 umla+
22,050.00 25,86.08 4*,1.08
28,000.00 1*,246.05 umla+
2,400.00 30,180.5 5,580.5
350,000.00 1*,246.05 umla+
36*,500.00 50,*03.3 418,203.3
1*5,000.00 1*,246.05 umla+
183,*50.00 43,115.13 226,865.13
200,000.00 1*,246.05 umla+
210,000.00 50,*03.3 260,*03.3
125,000.00 1*,246.05 umla+
131,250.00 20,65.26 151,45.26
18,25*.50 4*,1.08 20,315.00 3,000.00 umla+
*,22*,231.38 14,418,84.6* 1,**1,264.85 651,600.00 24,068,45.8
418,203.3 24*,500.00 418,203.3 226,865.13 25,000.00 56,000.00 umla+
418,203.3 544,500.00 526,36.2* 1*0,148.84 4*,500.00 56,000.00 1,*63,288.50
418,203.3 50,000.00 umla+
460,023.*3 50,000.00 510,023.*3
No. 1*
18
2
3
4
Uraian Pekerjaan
Sat.
Koef.
?ailin$ an$$a 2 ntuk %anjan$ reilin$ Hand railin$ %i%a -P dia 2 1)2 " t7 3,2 mm Kolom ?ailin$ Hollo 40402,3 mm Hollo 20202 mm a!e Plate 'at %i%a railin$
m1 m1 m1 m1 m1 b+ m2
1.000 8.500 8.500 11.*00 23.000 1.000 22. 000
Hand ?ailin$ an$$a 2 ntuk %anjan$ reilin$ Hand railin$ %i%a -P dia 2 1)2 " 'at %i%a railin$ -u%ort +and ?illin$ !teinli! dia 2 1)2
m1 m1 m1 m2 b+
1.000 5.600 5.600 1.344 4.000
PEKERJAAN PLAB6N$ Pa'. P)afon+ Ka)'i&oar+ %% Rangka Ho))o, e!i Hollo 40)40 e!i Hollo 20)20 Kal!iboard < k. 2401206 mm Paku !be! -kru% 4 Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m2 m m lbr b+ OH OH OH OH
1.000 0.*50 2.000 0.382 4.000 0.150 0.250 0.025 0.0*5
Pa'. P)afon+ G"'%&oar+ %% Rangka Ho))o, e!i Hollo 40)40 e!i Hollo 20)20 y%!um oard k. 240120 mm Paku !be! -kru% 4 Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m2 m m lbr b+ OH OH OH OH
1.000 0.*50 2.000 0.382 4.000 0.150 0.250 0.025 0.0*5
Pe%a'angan Li't G"'% 9i! y%!um -ekru% Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m1 m b+ OH OH OH OH
1.000 1.050 4.000 0.050 0.050 0.005 0.003
Pe%a'angan Li't A)%ini% 'ik 9i! aluminium !iku -ekru% Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m1 m b+ OH OH OH OH
1.000 1.050 4.000 0.050 0.050 0.005 0.003
m2 k$ kl$ OH OH OH OH
1.000 0.120 0.360 0.028 0.042 0.004 0.003
Harga Satan !R"#
J%)a( !R"#
260,*03.3 33,3*1.45 11,661.51 56,000.00 20,315 .00 umla+ 8,5 M umla+ 1 M
2,215,*8.* 30,445.1 268,214.* 56,000.00 446, 30.00 3,3**,56.48 3*,361.12
260,*03.3 20,315.00 50,000.00 umla+ 5 M umla+ 1 M
1,45,38.* 2*,303.36 200,000.00 1,68*,242.33 301,23.2*
33,3*1.45 23,323.03 62,000.00 500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
25,028.58 46,646.05 23,6**.80 2,000.00 ,000.00 1*,500.00 1,8*5.00 6,000.00 131,*2*.43
33,3*1.45 23,323.03 84,000.00 500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
25,028.58 46,646.05 32,0*.60 2,000.00 ,000.00 1*,500.00 1,8*5.00 6,000.00 140,12.23
26,000.00 500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
2*,300.00 2,000.00 3,000.00 3,500.00 3*5.00 240.00 36,415.00
10,000.00 500.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
10,500.00 2,000.00 3,000.00 3,500.00 3*5.00 240.00 1,615.00
25,000.00 20,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
3,000.00 *,200.00 1,680.00 2,40.00 315.00 200.00 15,335.00
No. 2
3
4
Uraian Pekerjaan
3
Koef.
Pengerjaan ;at $in+ing E>terior lkalin 'at embok <terior Pekerja ukan$ at Ke%ala ukan$ at Mandor
m2 k$ kl$ OH OH OH OH
1.000 0.120 0.360 0.028 0.042 0.004 0.003
Pengerjaan ;at &e'i 'at be!i Kua! Pekerja ukan$ at Ke%ala ukan$ at Mandor
m2 k$ b+ OH OH OH OH
1.000 0.100 0.010 0.020 0.200 0.004 0.003
Pengerjaan @ater"roofing =ater ProoFin$ dan -reddin$ Pekerja ukan$ at Ke%ala ukan$ at Mandor
m2 k$ OH OH OH OH
1.000 0. 350 0.050 0.0*5 0.008 0.003
m1 m1 m3 m3
1.000 1. 000 0.160 0.040
Sa)ran &eton "re5a't U 0 5% -aluran beton 60 m alian tana+ ru$an %a!ir baa+ !aluran
m1 m1 m3 m3
1.000 1. 000 0.50 0.0*0
Sa)ran P8; &a,a( )antai PB' dia 6 " M aterial bantu 10 dari ba+an Pekerja ukan$ Ke%ala ukan$ Mandor
m1 m1 m1 OH OH OH OH
1.000 1.000 0. 100 0.080 0.135 0.014 0.004
Sat.
Harga Satan !R"#
J%)a( !R"#
25,000.00 115,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
3,000.00 41,400.00 1,680.00 2,40.00 315.00 200.00 4,535.00
45,000.00 10,000.00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
4,500.00 100.00 1,200.00 14,000.00 315.00 200.00 20,315.00
42,000. 00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
14,*00.00 3,000.00 5,250.00 562.50 200.00 23,*12.50
140,000.00 4*,000.00 158,000.00 umla+
140, 000.00 *,520.00 6,320.00 153,840.00
2*0,000.00 4*,000.00 158,000.00 umla+
2*0, 000.00 2*,*30.00 11,060.00 308,*0.00
8,000.00 8,000. 00 60,000.00 *0,000.00 *5,000.00 80,000.00 umla+
8,000.00 ,800. 00 4,800.00 ,450.00 1,012.50 328.00 123,30.50
ANALISA HARGA SATUAN PEKERJAAN 9EKANIKAL $AN ELEKTRI;AL
TAHUN 2014
PEKERJAAN ELE;TRI;AL
. No 1 1
2
3
4
5
6
*
8
Uraian Pekerjaan 2 Gn!t. Peneran$an, CM 32,5 mmI &o( PB' HG dia. 20mm a Kabel CM 3 2.5 mm2 b Pi%a 'onduit 20 HG Klem Pi%a 'onduit d ./oo!t e -oket 'onduit F Ei!+er $ 9a!do% %a+ Gn!tala!i Kabel J Pi%a umla+ otal Gn!t. -to% kontak, CM 32,5 mmI &o( PB' HG dia. 20mm a Kabel CM 3 2.5 mm2 b Pi%a 'onduit 20 HG Klem Pi%a 'onduit d ./oo!t e -oket 'onduit F Ei!+er $ 9a!do% %a+ Gn!tala!i Kabel J Pi%a O9 Gn!tala!i antar tian$ lam%u taman kabel CEC42,5mm2 a Kabel EC 4 2.5 mm2 $ 9a!do% %a+ $elar kabel O9 alian Kabel leat aman)Pa>in$ uru$ kembali a alian ruk kembali b atu ata Pa!ir O9 9am%u -9 50 = a 9am%u -9 50 = b %a+ Pa!an$ umla+ otal 9am%u -9 18 = a 9am%u -9 18 = b %a+ Pa!an$ umla+ otal 9am%u -9 11 = a 9am%u -9 11 = b %a+ Pa!an$ umla+ otal <+au!e Ean oilet 100 Fm )50 =att a <+au!e Ean oilet 100 Fm )50 =att b %a+ Pa!an$ umla+ otal 9am%u /on 9i$+t &eme BHO -/, koridor ( a 9am%u /on 9i$+t &eme BHO -/, koridor ( b %a+ Pa!an$ umla+ otal
8o).
Satan
3
4
Harga Satan
Harga !R"#
!R"#
.0 .0 10.0 2.0 3.0 21.0 3.0 1.0
m m b+ b+ b+ b+ b+ l!
15,600 5,200 650 1,50 650 15 15 32,500
10.0 10.0 11.0 1.0 3.0 21.0 3.0 1.0
m m b+ b+ b+ b+ b+ l!
15,600 5,200 650 1,50 650 15 15 32,500
20.0 4.0 1.0
mD b+ l!
33,800 15 3,000 R".
1.0 11.0 0.0
mD b+ m3
23,400 *5 15,000
1.0 0.1
b+ OH
110,500 1,000
1.0 0.1
1.0 0.1
1.0 0.2
1.0 0.1
b+ OH
b+ OH
b+ OH
b+ OH
58,500 1,000
45,500 1,000
585,000 1,000
455,000 1,000
23*30 140,400 46,800 6,500 3,00 1,50 4,05 585 32,500 236,*30
2-*230 156,000 52,000 *,150 1,50 1,50 4,05 585 32,500 256,230 6*,*80 6*6,000 *80 3,000 *0 36,0*5 23,400 10,*25 1,50 36,0*5
11-*0-0 110,500 4,550
115,050 3*0-0 58,500 4,550
63,050 -0*0-0 45,500 4,550
50,050 03*200 585,000 18,200
603,200 4-*--0 455,000 4,550
45,550
10
/.
9am%u aman -9 1 18 att &terma!uk tian$ lam%u dan %onda!i( a 9am%u -9 18 = ian$ J Ponda!i b %a+ Pa!an$ umla+ otal Eitin$ lam%u < 2* a Eitin$ lam%u < 2* b %a+ Pa!an$ umla+ otal -to% Kontak 1 P+a!e, 200 B a -to% Kontak 1 P+a!e, 200 B b %a+ Pa!an$ umla+ otal -aklar un$$al a -aklar un$$al b %a+ Pa!an$ umla+ otal -aklar anda a -aklar anda b %a+ Pa!an$ umla+ otal D#Kabel CEC 4 A 50mm2 ' 50mm2 a Kabel CEC 4 A 50mm2 ' 50mm2 $ -%atu Kabel dia.50 %a+ Pa!an$ O9 D#Kabel CC 4 A 4mm2 J ' 4mm2 a Kabel CC 4 A 4mm2 J ' 4mm2 $ -%atu Kabel dia.50 %a+ Pa!an$ O9 D#Kabel CC 4 A 10mm2 J ' 10mm2 a D#Kabel CC 4 A 10mm2 J ' 10mm2 $ -%atu Kabel dia.50 %a+ Pa!an$ O9 PEKERJAAN 9EKANIKAL
No
Uraian Pekerjaan
11
12
13
14
15
15
15
1 1
2
2 PIPA P8; ;)a'' A@ Pi%a L 100 mm ) 4 &PB' "=" ( Pi%a L 100 mm ) 4 &PB' "=" ( Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) Pi%a L 80 mm ) 3" &PB' "=" ( Pi%a L 80 mm ) 3" &PB' "=" ( Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota)
1.0 1.0 0.1
1.0 0.1
1.0 0.1
1.0 0.1
1.0 0.1
b+ l! OH
58,500 1,040,000 1,000
b+ OH
32,500 1,000
b+ OH
b+ OH
32,500 1,000
b+ OH
58,500 1,000
mD b+ l!
84,500 8,450 1,000 R".
1.0 4.0 0.0
mD b+ l!
58,500 8,450 1,000 R".
1.0 4.0 0.0
mD b+ l!
*1,500 8,450 1,000 R".
Satan
3
1*103*0-0 58,500 1,040,000 4,550
1,103,050 3*0-0 32,500 4,550
3*,050 -0*0-0 45,500 4,550
50,050 3*0-0 32,500 4,550
3*,050 3*0-0 58,500 4,550
63,050 121,40 84,500 33,800 3,640 121*40 5,40 58,500 33,800 3,640 -*40 108,40 *1,500 33,800 3,640 10*40
45,500 1,000
1.0 4.0 0.0
8o).
4
Harga Satan
Harga !R"#
!R"#
-
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
83,460.00 12,000.00 3,200.00 1,300.00 1,000.00 22,000.00 1,600.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
53,50.00 1,800.00 3,200.00 1,300.00 1,000.00 1,800.00 1,600.00
124,560 83,460 12,000 3,200 1,300 1,000 22,000 1,600 124,560 100,650 53,50 1,800 3,200 1,300 1,000 1,800 1,600 100*-0
3
4
-
10
Pi%a L 65 mm ) 2 N &PB' "=" ( Pi%a L 65 mm ) 2 N &PB' "=" ( Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) %i%a L 50 mm ) 2 &PB' "=" ( %i%a L 50 mm ) 2 &PB' "=" ( Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) L 50 mm ) 2 PGP PB' "/" & %i%a Bentila!i ( Pi%a PB' Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) Eloor drain L 50 Eloor drain L 50 Material antu %a+ Pa!an$ S& Tota) 'lean Out L 50 'lean Out L 50 Material antu %a+ Pa!an$ S& Tota) 'lean Out L 100 'lean Out L 100 Material antu %a+ Pa!an$ S& Tota) PIPA PPR PN ? 10 Pi%a L 40 mm ) 1N Pi%a L 40 mm ) 1N Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) Pi%a L 32 mm ) 1" Pi%a L 32 mm ) 1" Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota)
1.00 1.00 1.00 1.00 1.0 1.00 1.0
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
M l! l! l! l! M l!
*,860 35,360 1,800 3,200 1,300 1,000 1*,600 1,600
*0 6*,530 2*,430 1,800 3,200 1,300 1,000 13,200 1,600 6*,530 63,130 2*,430 1,800 3,200 1,300 1,000 8,800 1,600 63,130 205,100 15,000 1,300 8,800 205,100 205,100 15,000 1,300 8,800 205,100 335,100 325,000 1,300 8,800 335,100
35,360.00 1,800.00 3,200.00 1,300.00 1,000.00 1*,600.00 1,600.00
2*,430.00 1,800.00 3,200.00 1,300.00 1,000.00 13,200.00 1,600.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
2*,430.00 1,800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00
1.00 1.00 1.00
M l! M
15,000.00 1,300.00 8,800.00
1.00 1.00 1.00
M l! M
15,000.00 1,300.00 8,800.00
1.00 1.00 1.00
M l! M
325,000.00 1,300.00 8,800.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
52,10.00 1,800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
33,540.00 11,880.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00
88,610 52,10 1,800 3,200 1,300 1,000 8,800 1,600 88,610 61,320 33,540 11,880 3,200 1,300 1,000 8,800 1,600 61,320
11
12
13
Pi%a.L 25 mm ) 1" Pi%a.L 25 mm ) 1" Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) Pi%a L 20 mm ) 1)4" Pi%a L 20 mm ) 1)4" Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota) Pi%a L 15 mm ) 1)2" Pi%a L 15 mm ) 1)2" Eittin$ -u%%ort Material antu lat Kerja %a+ Pa!an$ e!tin$ S& Tota)
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
21,*10.00 3,200.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
14,1*0.00 800.00 3,200.00 1,300.00 1,000.00 8,800.00 1,600.00
1.00 1.00 1.00 1.00 1.0 1.00 1.0
M l! l! l! l! M l!
10,010.00 800.00 3,200.00 1,300.00 1,300.00 8,800.00 1,600.00
40,810 21,*10 3,200 3,200 1,300 1,000 8,800 1,600 40,810 30,8*0 14,1*0 800 3,200 1,300 1,000 8,800 1,600 30,8*0 2*,010 10,010 800 3,200 1,300 1,300 8,800 1,600 2*,010
$ABTAR HARGA SATUAN /AHAN $AN UPAH
No
Uraian /a(an +an Tenaga Kerja
1 2 A. /AHAN 9ENGGUNAKAN /ESI:L6GA9 1 e!i eton ulir /#40 2 e!i eton %olo! P#24 3 e!i -iku 4 e!i =E 200.100.5,5.8 5 e!i %lat 6 e!i Kanal ' 150.50.50.3,2 * aut mur H 325O 5)8"A2 1)2 " 8 aut an$kur dia 1 mm # 60 m aut kera! 10 a!e Plate !teinli! dia 2 1)2 " 11 -u%ort Hand railin$ !teinli! dia 2 1)2 " 12 e!i Hollo 20.20.2 MM 13 e!i Hollo 20.40.2 MM 14 e!i Hollo 40.40,2,3 MM 15 e!i Hollo 40.80.3,2 mm 16 e!i Hollo *5,*5.3,8 mm 1* Pi%a -P dia 2 1)2 " 18 Pi%a -P dia 1 " 1 Pi%a -teinli! -teel dia 2 1)2 " 20 Pi%a -teinli! -teel dia 1 " 21
Harga Satan
Satan
3
4
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
,600.00 ,400.00 12,000.00 12,000.00 12,000.00 12,000.00 6,500.00 *5,000.00 50,000.00 56,000.00 50,000.00 *,000.00 14,000.00 1*,000.00 21,000.00 28,000.00 200,000.00 125,000.00 350,000.00 1*5,000.00 35,000.00 16,000.00 400,000.00 00,000.00 485,000.00 145,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ K$ K$ b+ b+ b+ b+ b+ m1 m1 m1 m1 m1 m1 m1 m1 m1 K$ K$ lbr m1 unit +
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%
160,000.00 158,000.00 120,000.00 20.00 56,000.00 1,120.00 52,000.00 85,000.00 5*5.00 2,000.00 135,000.00 240,000.00 1*5,000.00 15,000.00 125,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
m3 m3 m3 lt :ak K$ :ak m3 b+ b+ m3 m3 m3 m3 m1
No
Uraian /a(an +an Tenaga Kerja
1 -emen eraran Ciyitan 20 -aluran beton %rea!t 30 m 21 -aluran beton %rea!t 60 m 22 ak kontrol 4040 m 23 ak kontrol *0*0 m 24 Gjuk ; /AHAN ;AT:9INCAK:KUAS 1 'at e!i 2 'at Kayu 3 'at Meni e!i 4 'at embok Gnterior 5 'at embok <terior 6 m%la! * Kua! 'at 3" 8 Kua! 'at 6" Minyak 'at &+iner ( 10 Minyak be$e!tin$ 11 Minyak Peluma! 12 lkalin 13 -olar 14 -erat Eiber 15 -ealent 16 Oli 1* -ilione !ealant 18 =ater%rooF $ /AHAN KACU* TRIPLEK* 9ULTIPLEK 1 Kayu Meranti balok)u!uk 5)* 2 Kayu Meranti balok)u!uk 6)15 3 Kayu Meranti %a%an be$e!tin$ &M'( 4 Kayu Meranti Pa%an 2)20,4)10 5 Kayu Kam%er &-limar( 6 Kayu Kam%er &Pa%an( * Kayu Kam%er &!uk( 8 Kayu Kam%er Kayu /olken O 8# 10 Panjan$ 4 m1 10 Kayu elam L 8 # 12 m %anjan$ @ 4 m 11 ri%lek tebal 4 mm uk 120240 m 12 HP9 &122244 m( 13 HP9 14 Multi%le 12 mm 120240 15 Multi%le mm 120240 16 Multi%le 4mm 120240 1* Multi%le 6mm 120240 18 9i! y%!um 1 9em Kayu
Harga Satan
Satan
?%. ?%. ?%. ?%. ?%. ?%.
,500.00 %er K$ 140,000.00 %er m1 2*0,000.00 %er m1 225,000.00 %er m1 25,000.00 %er m1 18,100.00 %er K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
45,000.00 44,000.00 35,000.00 20,000.00 115,000.00 4,000.00 10,000.00 15,000.00 20,000.00 6,500.00 28,000.00 25,000.00 6,500.00 ,000.00 40,000.00 30,000.00 5,500.00 42,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ K$ 9br + + ltr ltr ltr K$ ltr m2 tube ltr m1 K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
3,300,000.00 3,650,000.00 1,*50,000.00 5,*50,000.00 ,400,000.00 ,500,000.00 ,200,000.00 ,000,000.00 8,000.00 14,000.00 60,000.00 15,000.00 64,000.00 158,000.00 106,000.00 60,000.00 *4,000.00 26,000.00 12,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
m3 m3 m3 m3 m3 m3 m3 m3 bt$ bt$ 9br lbr m2 9br 9br 9br 9br m K$
No E
Uraian /a(an +an Tenaga Kerja /AHAN PAKU* /AUT 9UR* ANGKUR Paku 2 !)d 5" Paku !be! Paku ?en$ Paku Klem &o.4() Paku !uk n$kur %intu be!i aut -keru% Paku -ekru% -kru%) ?i%et n$kur /inabolt M10 Paku tri%lek)
1 2 3 4 5 6 * 8 10 11 B 1 2 3 3 4 5 6 * 8 10 !uk al>alum *,53,5 t7 0,*5 mm 11 ?en$ al>alum 34 m t7 0,5 mm G /AHAN KA;A 1 Kaa Polo! tebal 5 mm 2 Kaa Polo! tebal 6 mm 3 Kaa Polo! tebal 8 mm 4 Kaa -to%!ol tebal 8 mm 5 Kaa em%ered -to%!ol tebal 12 mm 6 ryli t 7 8 mm * Plat !teinli! %enje%it ryli 8 Kaa ako uk 1580 m tebal 5 mm J ae!orie! H /AHANG ENGSEL* GREN$EL* KUN;I* HAN$LE 1 'at+ment 12 " 2 Eied o% Pin 3 o% Pat+ Eiitin$ /oor 'lo!er 4 /oor -to%er 5 6 Kuni embok Eloor Hin$e * 8 ottom Pat+ Eittin$ ottom 9ok Eittin$ 10 9oka!e a!e ylinder 11 9oka!e =indo olt 12 Elu!+ olt 6 " 13 Elu!+ olt 12 " 14
Harga Satan
Satan
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
15,000.00 16,000.00 14,000.00 15,000.00 22,000.00 1,000.00 500.00 400.00 6,000.00 3,000.00 1*,000.00
%er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ + + b+ + + + K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
50,000.00 52,000.00 80,000.00 *5,000.00 *,800.00 ,500.00 62,000.00 84,000.00 60,000.00 20,000.00 1*,000.00 8,000.00
%er %er %er %er %er %er %er %er %er %er %er %er
9br 9br M2 9br b+ m 9br 9br 9br m1 m2 m1
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
80,000.00 112,000.00 1*5,000.00 530,000.00 1,250,000.00 24*,500.00 25,000.00 13,000.00
%er %er %er %er %er %er %er %er
m2 m2 m2 m2 m2 m2 m1 9br
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
65,000.00 110,000.00 220,000.00 300,000.00 30,000.00 80,000.00 1,200,000.00 150,000.00 1*5,000.00 165,000.00 140,000.00 40,000.00 60,000.00 30,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er
b+ !et !et !et unit + !tel unit unit !et !et -et -et !tel
No
1 20 I 1 2 J 1 2 3 4 5 6 * 8 10 11 12 13 14 15 K 1 2 3 4 5 6 L. 1 2 3 4 5 6 * 8 10 11 12 13 14 13 14 14 15 N. 1
Uraian /a(an +an Tenaga Kerja
Handle H/- /KHandle 9ok endela /AHAN TIANG PAN;ANG Mini %ile ; 250 250 mm, %anjan$ 12 m oint !ambun$an tian$ %anan$ /AHAN ALU9INIU9 luminium ku!en %intu jendela 4"A1 3)4" luminium ku!en %intu jendela 3"A1 3)4" luminium Frame daun jendela luminium Frame daun %intu 4,56,5 m luminium Frame daun %intu 4,511 m luminium >entila!i 1 D 3 " luminium Frame >i!on -%i$ot aluminium luminium 'om%o!it Panel &'P( luminium 'om%o!it Panel PerForeted 3 mm &'P( Karet Ku!en luminium -ielent 9i! %laFond aluminium !iku a!e Plate 8 mm n$kur dinabolt /AHAN PELAPIS LANTAI $AN $IN$ING Homo$enou! ile 6060 Keramik 4040 Poli!+ed Keramik 4040 n%oli!+ed e$el Keramik /indin$ 2025 m e$el Keramik 9antai 2020 m -te% o!+in$ 3 8 m SANITAIR 'lo!et /uduk 'lo!et on$kok =a!taFel Meja J kran oilet -%rayer Eloor /rain -oa% Holder Pa%er Holder ?obe Hook Kran Kit+en Qink J Kran -ambun$an Pi%a PB' 3" i%e = -ambun$an Pi%a ee 3" i%e = Pi%a P> dia 6 " y%e = Pi%a P> dia 3 " y%e = Klem %en$$antun$ %i%a Eloor drain 3 " ?ol Klem PB' LAIN?LAIN -ea /irek!ikeet dan udan$
Harga Satan
Satan
?%. ?%.
125,000.00 %er !tel 60,000.00 %er !tel
?%. ?%.
130,000.00
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
82,000.00 80,000.00 *8,000.00 84,000.00 8*,000.00 22,000.00 40,000.00 12,000.00 160,000.00 220,000.00 2,200.00 2,200.00 10,000.00 4*,000.00 ,500.00
%er %er %er %er %er %er %er %er %er % er %er %er %er %er %er
m1 m1 m1 m1 m1 m1 m1 m1 m2 m2 m1 m1 m1 m1 b+
?%. ?%. ?%. ?%. ?%. ?%.
160,000.00 6*,000.00 6*,000.00 6*,000.00 66,000.00 10,000.00
%er %er %er %er %er %er
m2 m2 m2 m2 m2 b+
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
1,60,000.00 325,000.00 845,000.00 2*5,000.00 225,000.00 65,000.00 *5,000.00 85,000.00 140,000.00 645,000.00 10,000.00 14,000.00 8,000.00 53,000.00 13,000.00 225,000.00 8,*21.00 2,500.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
unit unit unit b+ b+ b+ b+ b+ b+ b+ b+ b+ M1 M1 b+ b+ bt$ b+
?%.
1,650,000.00 %er bln
30,000.00
%er m1 %er b+
No 9 1 2 3 4 5 6 * 8 10 11 12 13 14 15 N 1 2 3 4 5 6 * 8 10 11
Uraian /a(an +an Tenaga Kerja UPAH TENAGA KERJA Pekerja ukan$ kayu Ke%ala ukan$ kayu ukan$ batu Ke%ala ukan$ atu ukan$ be!i Ke%ala tukan$ be!i ukan$ at Ke%ala tukan$ at ukan$ li!trik Ke%ala tukan$ li!trik Mandor O%erator ukan$ Pi%a ukan$ 9a! SE@A PERALATAN -ea alat bantu &1 !et R3alat( -ea eldin$ !et &min 5 jam( -ea 'rane ian$ %anan$ -ea Hammer ian$ Panan$ -ea am%er -ea lat antu -trau!! Pile
-ea 'rane 30 ton -ea en!et Mobili!a!i dan /emobili!a!i ena$a kerja Mobili!a!i dan /emobili!a!i ian$ Panan$
Harga Satan
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
Satan
60,000.00 *0,000.00 *5,000.00 *0,000.00 *5,000.00 *0,000.00 *5,000.00 *0,000.00 *5,000.00 *0,000.00 *5,000.00 80,000.00 100,000.00 *0,000.00 *0,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
+ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari
?%. 1,000.00 ?%. 50,000.00 ?%. 125,000.00 ?%. 150,000.00 ?%. 100,000.00 ?%. 15,000.00 ?%. 130,000.00 ?%. 60,000.00 ?%. 3,000,000.00 ?%. 15,000,000.00
%er %er %er %er %er %er %er %er %er %er
jam +ari jam jam jam jam jam +ari l! l!
15 8
1.22 2.44 2.*68 65,506.58
*50,000.00 2.8 251,48.40
HARGA /AHAN M K<G P
1
P
Satan 3
84,500.00 54,600.00 15,600.00 10,400.00 33,800.00 58,500.00 *1,500.00
%D %D %D %D %D %D %D mD mD b+ b+ b+ b+ b+ b+
b+ b+ b+ b+ b+ b+ b+ unit unit b+ b+ titik
250,000 250,000 450,000 550,000 550,000 550,000 65,000 65,000 350,000 250,000 250,000 250,000 25,000 *5,000 350,000 1,250,000 205,000 6,500,000 65,000 250,000 265,000
ttk ttk &( &( &( &( &( &( &( &( &( &( nit b+ b+ b+ b+ ttk
2*5,000 15,000
)'
45,500.00 32,500.00 58,500.00 110,500.00 58,500.00 45,500.00 455,000.00 2,*30,000.00 32,500.00 585,000.00
205,000 12,500,000 8,500,000 2,500,000 350,000 265,000
25,500,000.00
1 2 3 4 1 2 3 4
9ateria) /ant Pi%a 'onduit 20 HG Klem Pi%a 'onduit ./oo!t -oket 'onduit Ei!+er 9a!do% atu ata Pa!ir -%atu Kabel dia.50 U"a( %a+ Gn!tala!i Kabel J Pi%a %a+ Pa!an$ alian ruk kembali ian$ J Ponda!i 9ekanik
mD b+ b+ b+ b+ b+ &( m3 b+
5,200.00 650.00 1,50.00 650.00 15.00 15.00 *5.00 15,000.00 8,450.00
l! OH mD
32,500.00 1,000.00 23,400.00 1,040,000.00
l!
1 2 3 4 -
PIPA PPR PN ? 10 Pi%a L 15 mm ) 1)2" Pi%a L 20 mm ) 1)4" Pi%a.L 25 mm ) 1" Pi%a L 32 mm ) 1" Pi%a L 40 mm ) 1N PIPA P8; ;)a'' A@ Pi%a L 150 mm ) 6 &PB' "=" ( Pi%a L 100 mm ) 4 &PB' "=" ( Pi%a L 80 mm ) 3" &PB' "=" ( Pi%a L 65 mm ) 2 N &PB' "=" ( %i%a L 50 mm ) 2 &PB' "=" (
1 2 3 4 L 80 mm ) 3" &PGP HG/e L 40 mm ) 2" 1 ate Bal>e L 40 mm ) 1N" 20 ate Bal>e L 25 mm ) 1" 21 ak kontrol 4040 22 ak kontrol 6060 23 -e%ti ank io Eilter Ka%. 6 mT 24 Pom%a ir -anyo ) a!!e!ori! 24 Material antu 2- Pen$adaan ak andon ta! Ka%a!ita! 1 m3 2 ir terminal li$+tnin$ %rotetion radiu! 80m 2 'onetin$ -lee>e 2 CC kabel 1*0 mmI 2 Material Gn!tala!i 30 roundin$ -y!tem 31 Gjin ijin dari Gn!tan!i yan$ terkait
mD mD mD mD mD mD mD mD mD mD 9b+ b+ b+ b+ b+ l! l! l! l! M l! b+ b+ b+ unit unit -< unit 9! unit unit unit m1 l! ttk lot
10,010.00 14,1*0.00 21,*10.00 33,540.00 52,10.00
8,000.00 83,460.00 53,50.00 35,360.00 2*,430.00 2,000,000.00 225,000.00 15,000.00 15,000.00 325,000.00 325,000.00 12,000.00 3,200.00 1,300.00 1,000.00 22,000.00 1,600.00 600,000 450,000 225,000 450,000 450,000
15,000,000
*,500,000
500,000 4,500,000 25,000,000 250,000 5,000 500,000 2,500,000 4,500,000
$ABTAR HARGA SATUAN /AHAN $AN UPAH
No
Uraian /a(an +an Tenaga Kerja
1 2 A. /AHAN 9ENGGUNAKAN /ESI:L6GA9 1 e!i eton ulir /#40 e!i eton ulir /#16 e!i eton %olo! P#10 2 e!i eton %olo! P#24 3 e!i -iku 4 e!i =E 200.100.5,5.8 5 e!i %lat 6 e!i Kanal ' 150.50.50.3,2 * aut mur H 325O 5)8"A2 1)2 " 8 aut an$kur dia 1 mm # 60 m aut kera! 10 a!e Plate !teinli! dia 2 1)2 " 11 -u%ort Hand railin$ !teinli! dia 2 1)2 " 12 e!i Hollo 20.20.2 MM 13 e!i Hollo 20.40.2 MM 14 e!i Hollo 40.40,2,3 MM 15 e!i Hollo 40.80.3,2 mm 16 e!i Hollo *5,*5.3,8 mm 1* Pi%a -P dia 2 1)2 " 18 Pi%a -P dia 1 " 1 Pi%a -teinli! -teel dia 2 1)2 " 20 Pi%a -teinli! -teel dia 1 " 21
Harga Satan
Satan
3
4
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
,600.00 *,858.65 *,2*.30 ,400.00 12,000.00 12,000.00 12,000.00 12,000.00 6,500.00 *5,000.00 50,000.00 56,000.00 50,000.00 *,000.00 14,000.00 1*,000.00 21,000.00 28,000.00 200,000.00 125,000.00 350,000.00 1*5,000.00 35,000.00 16,000.00 400,000.00 00,000.00 485,000.00 145,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ K$ K$ K$ K$ b+ b+ b+ b+ b+ m1 m1 m1 m1 m1 m1 m1 m1 m1 K$ K$ lbr m1 unit +
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%
160,000.00 158,000.00 120,000.00 20.00 56,000.00 1,120.00 52,000.00 85,000.00 5*5.00 2,000.00 135,000.00 240,000.00 1*5 000 00
%er %er %er %er %er %er %er %er %er %er %er %er %er
m3 m3 m3 lt :ak K$ :ak m3 b+ b+ m3 m3 m3
No
Uraian /a(an +an Tenaga Kerja
1* -%lit 2)3 Pea+ Me!in 18 -emen P' =arna 1 -emen eraran Ciyitan 20 -aluran beton %rea!t 30 m 21 -aluran beton %rea!t 60 m 22 ak kontrol 4040 m 23 ak kontrol *0*0 m 24 Gjuk ; /AHAN ;AT:9INCAK:KUAS 1 'at e!i 2 'at Kayu 3 'at Meni e!i 4 'at embok Gnterior 5 'at embok <terior 6 m%la! * Kua! 'at 3" 8 Kua! 'at 6" Minyak 'at &+iner ( 10 Minyak be$e!tin$ 11 Minyak Peluma! 12 lkalin 13 -olar 14 -erat Eiber 15 -ealent 16 Oli 1* -ilione !ealant 18 =ater%rooF $ /AHAN KACU* TRIPLEK* 9ULTIPLEK 1 Kayu Meranti balok)u!uk 5)* 2 Kayu Meranti balok)u!uk 6)15 3 Kayu Meranti %a%an be$e!tin$ &M'( 4 Kayu Meranti Pa%an 2)20,4)10 5 Kayu Kam%er &-limar( 6 Kayu Kam%er &Pa%an( * Kayu Kam%er &!uk( 8 Kayu Kam%er Kayu /olken O 8# 10 Panjan$ 4 m1 10 Kayu elam L 8 # 12 m %anjan$ @ 4 m 11 ri%lek tebal 4 mm uk 120240 m 12 HP9 &122244 m( 13 HP9 14 Multi%le 12 mm 120240 15 Multi%le mm 120240 16 Multi%le 4mm 120240 1* Multi%le 6mm 120240 18 9i! y%!um 1 9em Kayu
Harga Satan
Satan
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
1*5,000.00 %er m3 12,000.00 %er K$ ,500.00 %er K$ 140,000.00 %er m1 2*0,000.00 %er m1 225,000.00 %er m1 25,000.00 %er m1 18,100.00 %er K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
45,000.00 44,000.00 35,000.00 20,000.00 115,000.00 4,000.00 10,000.00 15,000.00 20,000.00 6,500.00 28,000.00 25,000.00 6,500.00 ,000.00 40,000.00 30,000.00 5,500.00 42,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ K$ 9br + + ltr ltr ltr K$ ltr m2 tube ltr m1 K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
3,300,000.00 3,650,000.00 1,*50,000.00 5,*50,000.00 ,400,000.00 ,500,000.00 ,200,000.00 ,000,000.00 8,000.00 14,000.00 60,000.00 15,000.00 64,000.00 158,000.00 106,000.00 60,000.00 *4,000.00 26,000.00 12,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
m3 m3 m3 m3 m3 m3 m3 m3 bt$ bt$ 9br lbr m2 9br 9br 9br 9br m K$
No E
Uraian /a(an +an Tenaga Kerja /AHAN PAKU* /AUT 9UR* ANGKUR Paku 2 !)d 5" Paku !be! Paku ?en$ Paku Klem &o.4() Paku !uk n$kur %intu be!i aut -keru% Paku -ekru% -kru%) ?i%et n$kur /inabolt M10 Paku tri%lek)
1 2 3 4 5 6 * 8 10 11 B 1 2 3 3 4 5 6 * 8 10 !uk al>alum *,53,5 t7 0,*5 mm 11 ?en$ al>alum 34 m t7 0,5 mm G /AHAN KA;A 1 Kaa Polo! tebal 5 mm 2 Kaa Polo! tebal 6 mm 3 Kaa Polo! tebal 8 mm 4 Kaa -to%!ol tebal 8 mm 5 Kaa em%ered -to%!ol tebal 12 mm 6 ryli t 7 8 mm * Plat !teinli! %enje%it ryli 8 Kaa ako uk 1580 m tebal 5 mm J ae!orie! H /AHANG ENGSEL* GREN$EL* KUN;I* HAN$LE 1 'at+ment 12 " 2 Eied o% Pin 3 o% Pat+ Eiitin$ /oor 'lo!er 4 /oor -to%er 5 6 Kuni embok Eloor Hin$e * 8 ottom Pat+ Eittin$ ottom 9ok Eittin$ 10 9oka!e a!e ylinder 11 9oka!e =indo olt 12 Elu!+ olt 6 " 13 Elu!+ olt 12 " 14
Harga Satan
Satan
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
15,000.00 16,000.00 14,000.00 15,000.00 22,000.00 1,000.00 500.00 400.00 6,000.00 3,000.00 1*,000.00
%er %er %er %er %er %er %er %er %er %er %er
K$ K$ K$ K$ + + b+ + + + K$
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
50,000.00 52,000.00 80,000.00 *5,000.00 *,800.00 ,500.00 62,000.00 84,000.00 60,000.00 20,000.00 1*,000.00 8,000.00
%er %er %er %er %er %er %er %er %er %er %er %er
9br 9br M2 9br b+ m 9br 9br 9br m1 m2 m1
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
80,000.00 112,000.00 1*5,000.00 530,000.00 1,250,000.00 24*,500.00 25,000.00 13,000.00
%er %er %er %er %er %er %er %er
m2 m2 m2 m2 m2 m2 m1 9br
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
65,000.00 110,000.00 220,000.00 300,000.00 30,000.00 80,000.00 1,200,000.00 150,000.00 1*5,000.00 165,000.00 140,000.00 40,000.00 60,000.00 30,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er
b+ !et !et !et unit + !tel unit unit !et !et -et -et !tel
No
1 20 I 1 2 J 1 2 3 4 5 6 * 8 10 11 12 13 14 15 K 1 2 3 4 5 6 L. 1 2 3 4 5 6 * 8 10 11 12 13 14 13 14 14 15 N. 1
Uraian /a(an +an Tenaga Kerja
Handle H/- /KHandle 9ok endela /AHAN TIANG PAN;ANG Mini %ile ; 250 250 mm, %anjan$ 12 m oint !ambun$an tian$ %anan$ /AHAN ALU9INIU9 luminium ku!en %intu jendela 4"A1 3)4" luminium ku!en %intu jendela 3"A1 3)4" luminium Frame daun jendela luminium Frame daun %intu 4,56,5 m luminium Frame daun %intu 4,511 m luminium >entila!i 1 D 3 " luminium Frame >i!on -%i$ot aluminium luminium 'om%o!it Panel &'P( luminium 'om%o!it Panel PerForeted 3 mm &'P( Karet Ku!en luminium -ielent 9i! %laFond aluminium !iku a!e Plate 8 mm n$kur dinabolt /AHAN PELAPIS LANTAI $AN $IN$ING Homo$enou! ile 6060 Keramik 4040 Poli!+ed Keramik 4040 n%oli!+ed e$el Keramik /indin$ 2025 m e$el Keramik 9antai 2020 m -te% o!+in$ 3 8 m SANITAIR 'lo!et /uduk 'lo!et on$kok =a!taFel Meja J kran oilet -%rayer Eloor /rain -oa% Holder Pa%er Holder ?obe Hook Kran Kit+en Qink J Kran -ambun$an Pi%a PB' 3" i%e = -ambun$an Pi%a ee 3" i%e = Pi%a P> dia 6 " y%e = Pi%a P> dia 3 " y%e = Klem %en$$antun$ %i%a Eloor drain 3 " ?ol Klem PB' LAIN?LAIN -ea /irek!ikeet dan udan$
Harga Satan
Satan
?%. ?%.
125,000.00 %er !tel 60,000.00 %er !tel
?%. ?%.
130,000.00
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
82,000.00 80,000.00 *8,000.00 84,000.00 8*,000.00 22,000.00 40,000.00 12,000.00 160,000.00 220,000.00 2,200.00 2,200.00 10,000.00 4*,000.00 ,500.00
%er %er %er %er %er %er %er %er %er % er %er %er %er %er %er
m1 m1 m1 m1 m1 m1 m1 m1 m2 m2 m1 m1 m1 m1 b+
?%. ?%. ?%. ?%. ?%. ?%.
160,000.00 6*,000.00 6*,000.00 6*,000.00 66,000.00 10,000.00
%er %er %er %er %er %er
m2 m2 m2 m2 m2 b+
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
1,60,000.00 325,000.00 845,000.00 2*5,000.00 225,000.00 65,000.00 *5,000.00 85,000.00 140,000.00 645,000.00 10,000.00 14,000.00 8,000.00 53,000.00 13,000.00 225,000.00 8,*21.00 2,500.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
unit unit unit b+ b+ b+ b+ b+ b+ b+ b+ b+ M1 M1 b+ b+ bt$ b+
?%.
1,650,000.00 %er bln
30,000.00
%er m1 %er b+
No 9 1 2 3 4 5 6 * 8 10 11 12 13 14 15 N 1 2 3 4 5 6 * 8 10 11
Uraian /a(an +an Tenaga Kerja UPAH TENAGA KERJA Pekerja ukan$ kayu Ke%ala ukan$ kayu ukan$ batu Ke%ala ukan$ atu ukan$ be!i Ke%ala tukan$ be!i ukan$ at Ke%ala tukan$ at ukan$ li!trik Ke%ala tukan$ li!trik Mandor O%erator ukan$ Pi%a ukan$ 9a! SE@A PERALATAN -ea alat bantu &1 !et R3alat( -ea eldin$ !et &min 5 jam( -ea 'rane ian$ %anan$ -ea Hammer ian$ Panan$ -ea am%er -ea lat antu -trau!! Pile
-ea 'rane 30 ton -ea en!et Mobili!a!i dan /emobili!a!i ena$a kerja Mobili!a!i dan /emobili!a!i ian$ Panan$
Harga Satan
?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%. ?%.
Satan
100,000.00 100,000.00 120,000.00 100,000.00 120,000.00 100,000.00 120,000.00 100,000.00 120,000.00 100,000.00 120,000.00 120,000.00 100,000.00 100,000.00 100,000.00
%er %er %er %er %er %er %er %er %er %er %er %er %er %er %er
+ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari +ari
?%. 1,000.00 ?%. 50,000.00 ?%. 125,000.00 ?%. 150,000.00 ?%. 100,000.00 ?%. 15,000.00 ?%. 130,000.00 ?%. 60,000.00 ?%. 3,000,000.00 ?%. 15,000,000.00
%er %er %er %er %er %er %er %er %er %er
jam +ari jam jam jam jam jam +ari l! l!
15 8
1.22 2.44 2.*68 65,506.58
*50,000.00 2.8 251,48.40
ANALISA HARGA SATUAN PEKERJAAN TAHUN 2014
No. 1 I. 1
2
II. 1
2
Uraian Pekerjaan
Sat.
2
3
Koef.
Harga Satan !R"# 5.
PEKERJAAN PEN$AHULUAN Pe%&er'i(an Loka'i Pekerja Mandor
m2 OH OH
1.000 0.100 0.050
Pengkran +an "a'angan &o,")ank Kayu meranti balok Paku bia!a 2" # 5 " Kayu meranti %a%an &M'( 2)20 Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m m3 k$ m3 o+ o+ o+ o+
1.000 0.012 0.020 0.00* 0.100 0.100 0.010 0.005
PEKERJAAN TANAH Ga)ian Tana( /ia'a Se+a)a% 1% Pekerja Mandor
m3 OH OH
1.000 0.*50 0.025
Urgan Pa'ir Pa!ir ru$ Pekerja Mandor
m3 m3 OH OH
1.000 1.100 0.300 0.100
J%)a( !R"#
6.
100,000.00 120,000.00 J%)a(
10,000.00 6,000.00 1*000.00
3,300,000.00 15,000.00 1,*50,000.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
3,600.00 300.00 12,250.00 10,000.00 10,000.00 1,200.00 540.00 *3,80.00
100,000.00 120,000.00 J%)a(
*5,000.00 3,000.00 *000.00
120,000.00 100,000.00 120,000.00 J%)a(
132,000.00 30,000.00 12,000.00 14*000.00
No. 3
4
5
Uraian Pekerjaan
3
4
5
6
Koef.
Urgan Ta'irt a!irtu -ea !tem%er Pekerja Mandor
m3 m3 +ari OH OH
1.000 1.200 0.00 0.250 0.025
Urgan Tana( Ke%&a)i Pekerja Mandor
m3 OH OH
1.000 0.102 0.01
/angan Tana( Ga)ian Pekerja Mandor
m3 OH OH
1.000 0.200 0.040
m3 :ak m3 m3 lt OH OH OH OH
1.000 5.*50 0.558 0.541 215.000 1.200 0.200 0.020 0.060
/eton Ra&at &eton 1737-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 6.00 0.518 0.533 215.000 1.650 0.2*5 0.028 0.083
/eton K?22-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 .2*5 0.4 0.**6 215.000 1.650 0.2*5 0.028 0.083
/eton K?300 -emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor
m3 :ak m3 m3 lt OH OH OH OH
1.000 10.325 0.426 0.53* 215.000 1.650 0.2*5 0.028 0.083
Pe%&e'ian $engan /e'i U)ir 3 e!i beton ulir Kaat beton &bendrat( Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
k$ k$ k$ OH OH OH OH
1.000 1.050 0.015 0.00* 0.00* 0.001 0.000
Pe%&e'ian $engan /e'i U)ir 1 e!i beton ulir Kaat beton &bendrat( Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
k$ k$ k$ OH OH OH OH
1.000 1.050 0.015 0.00* 0.00* 0.001 0.000
8II. PEKERJAAN /ET6N 1 /eton Lantai Kerja 1737-emen Portland 40 k$ Pa!ir beton atu %ea+ me!in 1)2 ir &biaya air taar( Pekerja ukan$ atu Ke%ala ukan$ atu Mandor 2
Sat.
Harga Satan !R"#
J%)a( !R"#
85,000.00 100,000.00 100,000.00 120,000.00 J%)a(
102,000.00 00.00 25,000.00 3,000.00 130*00.00
100,000.00 120,000.00 J%)a(
10,200.00 2,280.00 12*40.00
100,000.00 120,000.00 J%)a(
20,000.00 4,800.00 24*00.00
52,000.00 160,000.00 240,000.00 20.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
2,000.00 8,26.00 12,*20.00 4,300.00 120,000.00 20,000.00 2,400.00 *,200.00 1*1.00
52,000.00 160,000.00 240,000.00 20.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
358,800.00 82,800.00 12*,824.00 4,300.00 165,000.00 2*,500.00 3,360.00 ,60.00 *-44.00
52,000.00 160,000.00 240,000.00 20.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
482,300.00 *,840.00 186,240.00 4,300.00 165,000.00 2*,500.00 3,360.00 ,60.00 -*-00.00
52,000.00 160,000.00 240,000.00 20.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
536,00.00 68,06.00 128,*6.00 4,300.00 165,000.00 2*,500.00 3,360.00 ,60.00 44*02.00
,600.00 16,000.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
10,080.00 240.00 *00.00 *00.00 84.00 48.00 11*-2.00
*,858.65 16,000.00 100,000.00 100,000.00 120,000.00 120,000.00
8,251.58 240.00 *00.00 *00.00 84.00 48.00
No.
Uraian Pekerjaan ukan$ e!i Ke%ala ukan$ e!i Mandor
8
10
Sat. OH OH OH
0.00* 0.001 0.000
Pe%&e'ian $engan /e'i Po)o' U?10 e!i beton %olo! Kaat beton &bendrat( Pekerja ukan$ e!i Ke%ala ukan$ e!i Mandor
k$ k$ k$ OH OH OH OH
1.000 1.050 0.015 0.00* 0.00* 0.001 0.000
/eki'ting Untk Pi)e ;a" atako kuran 1 3 m Pa!ir Pa!an$ -emen P' Pekerja ukan$ atu Ke%ala ukan$ atu Mandor)Pen$aa!
m2 b+ m3 K$ HO HO HO HO
1.000 14.000 0.02* *.500 0.320 0.100 0.010 0.005
/eki'ting Untk S)oof* Ko)o%* Ring Prakti' Kayu meranti %a%an &M'( Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$
m2 m3 m3 k$ ltr
1.000 0.022 0.002 0.300 0.100
Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
OH OH OH OH a+an e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai
11
Koef.
/eki'ting Ko)o% Strktr Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$ alok Kayu Meranti Multi%lek tebal 12 mm /olken Kayu elam 8#10)400 m Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
m2 m3 k$ ltr m3 lbr bt$ OH OH OH OH
a+an e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai
Harga Satan !R"#
J%)a( !R"#
100,000.00 120,000.00 120,000.00 J%)a(
*00.00 84.00 48.00 11*42.00
*,2*.30 16,000.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
*,662.16 240.00 *00.00 *00.00 84.00 48.00 *434.1
2,000.00 158,000.00 1,120.00 100,000.00 100,000.00 120,000.00 120,000.00 J%)a(
28,000.00 4,266.00 8,400.00 32,000.00 10,000.00 1,200.00 600.00 4*4.00
1,*50,000.00 3,300,000.00 15,000.00 6,500.00 umla+ ba+an 0.520 100,000.00 0.260 100,000.00 0.026 120,000.00 0.026 120,000.00 umla+ u%a+ 0.500 50,250.00 1.000 84,240.00 umla+ be$e!tin$ 2 %akai 1.000 0.010 3,300,000.00 0.400 15,000.00 0.200 6,500.00 0.015 3,650,000.00 0.350 158,000.00 2.000 14,000.00 umla+ ba+an 0.660 100,000.00 0.330 100,000.00 0.033 120,000.00 0.033 120,000.00 umla+ u%a+ 0.500 1*8,350.00 1.000 106,20.00 umla+ be$e!tin$ 2 %akai
38,500.00 6,600.00 4,500.00 650.00 50,250.00 52,000.00 26,000.00 3,120.00 3,120.00 84,240.00 25,125.00 84,240.00 10*3-.00 33,000.00 6,000.00 1,300.00 54,*50.00 55,300.00 28,000.00 1*8,350.00 66,000.00 33,000.00 3,60.00 3,60.00 106,20.00 8,1*5.00 106,20.00 1*0-.00
No. 12
Uraian Pekerjaan /eki'ting P)at Lantai Kayu meranti u!uk Paku bia!a 2"# 5" Minyak e$e!tin$ alok Kayu Meranti Multi%lek tebal 12 mm /olken Kayu elam 8#10)400 m Pekerja ukan$ Kayu Ke%ala ukan$ Kayu Mandor
Sat. m3 m3 k$ ltr m3 lbr bt$ OH OH OH OH
a+an e$e!tin$ 2 %akai %a+ b$e!tin$ 2 %akai 13
Pon+a'i /eton /ert)ang K?22eton K225 e$e!tin$ e!i beton %olo! 10 e!i beton ulir 16
m3 m3 m2 k$ k$
Koef. 1.000 0.0238 0.4000 0.2000 0.0150 0.3500 6.0000
Harga Satan !R"#
3,300,000.00 15,000.00 6,500.00 3,650,000.00 158,000.00 14,000.00 umla+ ba+an 0.660 100,000.00 0.330 100,000.00 0.033 120,000.00 0.033 120,000.00 umla+ u%a+ 0.500 2*,80.00 1.000 106,20.00 umla+ be$e!tin$ 2 %akai 1.000 1.000 58,500.00 4.000 16,05.00 18.6*0 ,434.16 10.63 10,023.58 umla+
J%)a( !R"# *8,540.00 6,000.00 1,300.00 54,*50.00 55,300.00 84,000.00 2*,80.00 66,000.00 33,000.00 3,60.00 3,60.00 106,20.00 13,45.00 106,20.00 24*-.00 58,500.00 *84,380.00 1*6,131.*1 1,08,*6.84 3*01*.--
1 Membuat 1 m3 Pondasi Beton Bertulang K 225 (125 kg besi + Bekisng)
no A
uraian
Kode
Satuan
Koefsien
Har&a Satuan "#
Tenaga Pekerja
L.01
H
5.300 "#
100$000
%ukan& 'atu
L.02
H
0.275 "#
100$000
%ukan& Ka(u
L.02
H
1.300 "#
100$000
%ukan& 'esi
L.02
H
1.050 "#
100$000
Ke#a)a tukan&
L.03
H
0.262 "#
120$000
*andor
L.04
H
0.265 "#
120$000
Jumla Tenaga Ker!a B
Baan Ka(u ke)as +++
,3
0.200 "#
3$300$000
Paku 5, - 12,
K&
1.500 "#
15$000
*in(ak 'ekisn&
Liter
0.400 "#
6$500
/esi /eton Po)os 10
K&
18.670 "#
7$297
/esi /eton )ir 16
K&
109.639 "#
7$859
Kaat 'eton
K&
2.250 "#
16$000
Se,en Port)and
K&
371.000 "#
1$300
Pasir /eton
,3
0.499 "#
160$000
Keriki)
,3
0.776 "#
240$000
Jumla "arga Baan #
Peralatan Jumla "arga Alat
u,)a A/
:eread ; Proft
>
Har&a Satuan Pekerjaan
15< =
u,)a Har&a "# "#
530$000.000
"#
27$500.000
"#
130$000.000
"#
105$000.000
"#
31$440.000
"#
31$800.000
%$&55'****
"#
660$000.000
"#
22$500.000
"#
2$600.000
"#
136$237.368
"#
861$615.529
"#
36$000.000
"#
482$300.000
"#
79$840.000
"#
186$240.000
$% 2','332&-
$% 3'323'*2&-
%$-&',*-3
$% 3'&21'533&32
