Addendum BQ Puspem Gd3

8/17/2019 Addendum BQ Puspem Gd3

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Kegiatan : Pembangunan Gedung Pusat Pemerintahan

Pekerjaan : Pembangunan Pusat Pemerintahan Kota Tangerang Selatan Gedung Tiga

Lokasi : Kota Tangerang Selatan 11.972.6!1"

Sumber #ana : $P%# Kota Tangerang Selatan (23,893) Tahun $nggaran : 2"16

& ' 6 ( ) '

* P+,%$-G-$- G+#-G 1 -

1 P+K+/0$$- P+/S*$P$-

A Pek. Pembersihan Lapangan m² 1.860,000 B Memba! papan nama pr"#e$! bh 1,000 % Peker#aan Pengkran & Pasang b"'pank m 168,110 * Pen+eiaan is!rik ker#a & air ker#a bn ,000 /an!"r *ireksi /ee! m² 8,000 ang Bahan Ma!eria m² 120,000 g Pa!"k asar (k""m be!"n 20420) s 1,000 5 Aminis!rasi *"kmen, h"p *ra'ing & As bi! ra'ing s 1,000 7 Asransi peker#aan s 1,000 "!" pr"gres an "kmen!asi se! 6,000 / Pagar pr"+ek m 30,000 L Bia+a e'a "'er %rane ais 6 m (1 ni!) bn ,000 M Bia+a e'a Li:! ker#a (1 bh) bn 3,000 ; Pas. aring pengaman pr"+ek m² 06,20 < Pers"ni /eamanan (6"rang) bn ,000 P M"biisasi an em"biisasi s 1,000 = e'a "n"a 2 >ni! bn 3,000 e'a ense! 30 k?a bn ,000

- M"b-*em"b "'er %rane ni! 1,000 - M"b-*em"b Li:! /er#a ni! 1,000 - M"b-*em"b Peraa!an /er#a ($ap"ing, Bar %!!er, %"n!ainer) "! 1,000 - M"b-*em"b M"bi %rane ni! 1,000 - M"b *em"b @$a?a!"r s 1,000 - P"nasi % >k 600 @ 600 @ 100 mm

- Be!"n /-300 m 1,830 - Besi Be!"n kg 6.10,0 - Bekis!ing *ining m² ,200

- P"nasi Li:! /er#a- Be!"n /-300 m ,30 - Besi Be!"n kg 3,180 - Bekis!ing *ining m² ,800

Limes!"ne aan /er#a m 90,000

1 TT$L P+K+/0$$- P+/S*$P$-

2 P+K+/0$$- ST/KT/ G+#-G &

2.1 P+K+/0$$- ST/KT/ L$-T$* #$S$/

2.1.1 P+K+/0$$-P+-G$#$$- P-#$S* K-ST/KS* S$/$-G L$%$3L$%$ 4KSLL5

A P"nasi /"ns!rksi arang Laba- Laba ( /LL) m² 8,000 Peker#aan !anah

aian !anah p"nasi (Asmsi M -0,80 ari L. *asar C0,00 )>rgan !anah kembai>rgan pasir 0 $mPemaa!an 8 apises! kepaa!an 2 LapisPeker#aan Be!"n7B 14160,14160 men# 104100,104100,14320,1420 /20Be!"n per!ebaan ib & ?"!e /20Be!"n Pa! !D16 $m /300Lan!ai /er#a 1 E ribLan!ai /er#a 1 E pa! Peker#aan Lain-ain!ek k""m an !angga kg .0,080

Sub Total Pekerjaan Pondasi Konstruksi Sarang Laba3laba

2.1.2 P+K+/0$$- %+T-! %+S* #$- %+K*ST*-G

A Peker#aan !rk!r /""mF /""m >k 80 @ 80 $m (/1)

- Be!"n /-00 m 1,080 - Besi be!"n kg 1.9,620 - Bekis!ing /""m m² 6,0

1

raian Pekerjaan

2

arga Satuan

4/5Satuan

#*-$S T$T$ KT$ %$-G-$- #$- P+,K*,$-

P+,+/*-T$ KT$ T$-G+/$-G S+L$T$-

#$8T$/ K$-T*T$S #$- $/G$

olume0umlah arga

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F /""m >k 80 @ 80 $m (/2)- Be!"n /-00 m 3,200 - Besi be!"n kg .936,60 - Bekis!ing /""m m² 161,920

F /""m >k 80 @ 80 $m (/3)- Be!"n /-00 m ,00 - Besi be!"n kg 98,300 - Bekis!ing /""m m² 32,390

F /""m >k 60 @ 60 @ 20 $m (/)- Be!"n /-300 m ,00 - Besi be!"n kg 1.30,10 - Bekis!ing /""m m² 0,060

F /""m >k 60 @ 20 @ 1 $m (/6)- Be!"n /-300 m 1,980 - Besi be!"n kg 620,10 - Bekis!ing /""m m² 2,00

Sub Total Pekerjaaan Struktur Kolom

B Peker#aan !rk!r Pa! F Pa! !eba 12 $m

- Be!"n /-300 m 16,290 - >rgan ir! m 3,0 - Bekis!ing *ining m² 10,60

Sub Total Pekerjaaan Struktur Plat

% Peker#aan !rk!r angga >!ama

F Pa! !angga 1 $m- Be!"n /-300 m ,320 - Besi be!"n kg 1.206,30 - Bekis!ing Pa! m² 33,200

F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,190

- Besi be!"n kg ,830 - Bekis!ing /""m m² ,090

F Ba"k B"res 2 @ 0 $m- Be!"n /-300 m 0,300 - Besi be!"n kg 1,600 - Bekis!ing Ba"k m² 2,00

Sub Total Pekerjaaan Struktur Tangga tama

* Peker#aan !rk!r angga *arra!

F Pa! !angga 1 $m- Be!"n /-300 m 3,890 - Besi be!"n kg 1.18,0 - Bekis!ing Pa! m² 30,200

F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,10 - Besi be!"n kg 81,000 - Bekis!ing /""m m² 8,860

F Ba"k B"res 2 @ 0 $m- Be!"n /-300 m 0,00 - Besi be!"n kg 86,20 - Bekis!ing Ba"k m² ,20

Sub Total Pekerjaaan Struktur Tangga #arurat

Peker#aan !rk!r Ba"k epara!"r BeamF epara!"r Beam B.1 >k 1 @ 30 $m

- Be!"n /-300 m 0,220 - Besi be!"n kg 10,20

- Bekis!ing Ba"k m² 3,600



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F epara!"r Beam B.2 >k 20 @ 30 $m- Be!"n /-300 m 0,810 - Besi be!"n kg 32,860 - Bekis!ing Ba"k m² 10,60

Sub Total Pekerjaaan %alok Searator %eam

TT$L P+K+/0$$- ST/KT/ L$-T$* #$S$/

2.2 P+K+/0$$- ST/KT/ L$-T$* 1

2.2.1 P+K+/0$$- %+T-! %+S* #$- %+K*ST*-G

Be!"n /-300 paa EA Peker#aan !rk!r Ba"k

F Ba"k 0 G $m (B1)- Be!"n /-300 m ,020 - Besi be!"n kg 886,320 - Bekis!ing Ba"k m² 2,00

F Ba"k 0 G $m (B2)- Be!"n /-300 m 9,330 - Besi be!"n kg 1.62,0 - Bekis!ing Ba"k m² 1,020


F Ba"k 0 G $m (B)- Be!"n /-300 m ,010 - Besi be!"n kg 886,260 - Bekis!ing Ba"k m² 2,00

F Ba"k 0 G $m (B)- Be!"n /-300 m ,320 - Besi be!"n kg ,210 - Bekis!ing Ba"k m² 23,620

F Ba"k 0 G $m (B6)

- Be!"n /-300 m ,020 - Besi be!"n kg 880,830 - Bekis!ing Ba"k m² 2,00

F Ba"k 0 G $m (B)- Be!"n /-300 m 2,10 - Besi be!"n kg 3,160 - Bekis!ing Ba"k m² 13,00

F Ba"k 0 G $m (B8)H Be!"n /-300 m 2,160 - Besi be!"n kg 3,620 - Bekis!ing Ba"k m² 11,810

F Ba"k 0 G $m (B9)H Be!"n /-300 m 2,10 - Besi be!"n kg 3,660





F Ba"k 0 G 60 $m (B6)H Be!"n /-300 m 0,30 - Besi be!"n kg 82,20 - Bekis!ing Ba"k m² 1,90



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F Ba"k 20 G 0 $m (BA3)H Be!"n /-300 m 0,280 - Besi be!"n kg 12,20 - Bekis!ing Ba"k m² 2,60

F Ba"k 20 G 0 $m (BA)H Be!"n /-300 m 6,200 - Besi be!"n kg 2.1,00 - Bekis!ing Ba"k m² 6,390


F Ba"k 20 G 60 $m (BA6)H Be!"n /-300 m 9,660 - Besi be!"n kg 2.88,800 - Bekis!ing Ba"k m² 91,60

F epara!"r Beam B.1 >k 1 @ 30 $m- Be!"n /-300 m 0,080

- Besi be!"n kg 39,60 - Bekis!ing Ba"k m² 1,200

F epara!"r Beam B.2 >k 20 @ 30 $m- Be!"n /-300 m 0,10 - Besi be!"n kg 162,0 - Bekis!ing Ba"k m² ,320

Sub Total Pekerjaaan Struktur %alok

B Peker#aan !rk!r Pa!

F Pa! !eba 13 $m- Be!"n /-300 m 6,00 - Iiremesh M8 kg .83,160 - Bekis!ing Pa! m² 1,620 - Bekis!ing Pa! b"ne@ m² 08,910


% Peker#aan !rk!r /""mF /""m >k 80 @ 80 $m (/1)

- Be!"n /-00 m 10,20 - Besi be!"n kg 1.,630 - Bekis!ing /""m m² ,0

F /""m >k 80 @ 80 $m (/2)- Be!"n /-00 m 2,600 - Besi be!"n kg 3.61,090 - Bekis!ing /""m m² 113,920

F /""m >k 80 @ 80 $m (/3)- Be!"n /-00 m ,120 - Besi be!"n kg 22,830

- Bekis!ing /""m m² 22,90

F /""m >k 60 @ 60 @ 20 $m (/)- Be!"n /-300 m 3,200 - Besi be!"n kg 99,00 - Bekis!ing /""m m² 3,660



* Peker#aan !rk!r angga >!ama

F Pa! !angga 1 $m- Be!"n /-300 m 3,0 - Besi be!"n kg 96,820 - Bekis!ing Pa! m² 26,260



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F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,130 - Besi be!"n kg ,020 - Bekis!ing /""m m² 2,800



Peker#aan !rk!r angga *arra!


F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,130 - Besi be!"n kg ,020




TT$L P+K+/0$$- ST/KT/ L$-T$* 1

2!& P+K+/0$$- ST/KT/ L$-T$* 2

2.&.1 P+K+/0$$- %+T-! %+S* #$- %+K*ST*-G


F Ba"k 0 G $m (B1)- Be!"n /-300 m ,020








F Ba"k 0 G $m (B8)

H Be!"n /-300 m 2,160 - Besi be!"n kg 3,620 - Bekis!ing Ba"k m² 11,810



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F Ba"k 0 G 60 $m (B6)H Be!"n /-300 m 0,30



F Ba"k 20 G 0 $m (BA)H Be!"n /-300 m 6,010 - Besi be!"n kg 2.323,20 - Bekis!ing Ba"k m² ,680










- Be!"n /-00 m 10,20 - Besi be!"n kg 1.68,030 - Bekis!ing /""m m² ,0




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F /""m >k 60 @ 60 @ 20 $m (/)- Be!"n /-300 m 3,200 - Besi be!"n kg 1.080,10 - Bekis!ing /""m m² 3,660




F Pa! !angga 1 $m- Be!"n /-300 m 3,0 - Besi be!"n kg 96,820

- Bekis!ing Pa! m² 26,260





F Pa! !angga 1 $m

- Be!"n /-300 m 2,90 - Besi be!"n kg 06,10 - Bekis!ing Pa! m² 19,60




TT$L P+K+/0$$- ST/KT/ L$-T$* 2

2, P/AA; >/> LA;A7 32..1 P/AA; B<;, B7 *A; B/77;




F Ba"k 0 G $m (B3)- Be!"n /-300 m 1,30

- Besi be!"n kg 2.28,30 - Bekis!ing Ba"k m² 8,20




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F Ba"k 0 G $m (B9)H Be!"n /-300 m 2,10





F Ba"k 0 G 60 $m (B)H Be!"n /-300 m 0,30 - Besi be!"n kg ,30 - Bekis!ing Ba"k m² 1,90










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F /""m >k 60 @ 20 @ 1 $m (/6)

- Be!"n /-300 m 1,0 - Besi be!"n kg 6,20 - Bekis!ing /""m m² 18,200









F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,130

- Besi be!"n kg ,020 - Bekis!ing /""m m² 2,800



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2

arga Satuan

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TT$L P+K+/0$$- ST/KT/ L$-T$* &

2, P/AA; >/> LA;A7 (3A)2..1 P/AA; B<;, B7 *A; B/77;A Peker#aan !rk!r Ba"k






F Ba"k 0 G $m (B6)- Be!"n /-300 m ,020








F Ba"k 0 G 60 $m (B)




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F Ba"k 0 G $m (BJ)H Be!"n /-300 m 0,30 - Besi be!"n kg 93,60 - Bekis!ing Ba"k m² 1,890


F Ba"k 0 G $m (BJ)H Be!"n /-300 m 0,80 - Besi be!"n kg 16,80 - Bekis!ing Ba"k m² ,20

F Ba"k 0 G $m (B13J)H Be!"n /-300 m 0,30 - Besi be!"n kg 93,60 - Bekis!ing Ba"k m² 1,890

F Ba"k 20 G 0 $m (BA3)H Be!"n /-300 m 0,280









F Pa! !eba 13 $m- Be!"n /-300 m 66,0

- Iiremesh M8 kg 6.012,10 - Bekis!ing Pa! m² 186,0 - Bekis!ing Pa! b"ne@ m² 12,90








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F /""m angga >k 13 @ 30 $m (/)

- Be!"n /-300 m 0,130 - Besi be!"n kg ,020 - Bekis!ing /""m m² 2,800


Sub Total Pekerjaaan Struktur #arurat

TT$L P+K+/0$$- ST/KT/ L$-T$* 4&$5

2,6 P/AA; >/> LA;A7 2.6.1 P/AA; B<;, B7 *A; B/77;A Peker#aan !rk!r Ba"k

F Ba"k 0 G $m (B1)

- Be!"n /-300 m ,020 - Besi be!"n kg 886,320 - Bekis!ing Ba"k m² 2,00



F Ba"k 0 G $m (B)- Be!"n /-300 m ,010 - Besi be!"n kg 83,280





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F Ba"k 0 G $m (B)- Be!"n /-300 m 2,10


F Ba"k 0 G $m (B8)- Be!"n /-300 m 2,160 - Besi be!"n kg 3,620 - Bekis!ing Ba"k m² 11,810

F Ba"k 0 G $m (B9)- Be!"n /-300 m 2,10 - Besi be!"n kg 3,660 - Bekis!ing Ba"k m² 13,00

F Ba"k 0 G 60 $m (B)H Be!"n /-300 m 0,00 - Besi be!"n kg 16,0 - Bekis!ing Ba"k m² 3,890


F Ba"k 0 G 60 $m (B)H Be!"n /-300 m 0,30 - Besi be!"n kg 82,20 - Bekis!ing Ba"k m² 1,90









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F Pa! !eba 13 $m- Be!"n /-300 m 6,80 - Iiremesh M8 kg 6.1,80 - Bekis!ing Pa! m² 19,00 - Bekis!ing Pa! b"ne@ m² 12,90







F /""m >k 60 @ 20 @ 1 $m (/6)

- Be!"n /-300 m 1,0 - Besi be!"n kg 6,20 - Bekis!ing /""m m² 18,200









F /""m angga >k 13 @ 30 $m (/)- Be!"n /-300 m 0,130

- Besi be!"n kg ,020 - Bekis!ing /""m m² 2,800



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TT$L P+K+/0$$- ST/KT/ L$-T$* '

2, P/AA; >/> LA;A7 62..1 P/AA; B<;, B7 *A; B/77;A Peker#aan !rk!r Ba"k


F Ba"k 0 G $m (B11)H Be!"n /-300 m ,320 - Besi be!"n kg ,210 - Bekis!ing Ba"k m² 23,620

F Ba"k 0 G $m (B12)H Be!"n /-300 m ,020 - Besi be!"n kg 886,820 - Bekis!ing Ba"k m² 2,00

F Ba"k 0 G $m (B16)H Be!"n /-300 m 28,680 - Besi be!"n kg .0,210 - Bekis!ing Ba"k m² 16,820


F Ba"k 0 G $m (B18)H Be!"n /-300 m 9,30

- Besi be!"n kg 1.636,010 - Bekis!ing Ba"k m² 1,020







F epara!"r Beam B.1 >k 1 @ 30 $m

- Be!"n /-300 m 0,080 - Besi be!"n kg 39,60 - Bekis!ing Ba"k m² 1,200



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B Peker#aan !rk!r Pa! F Pa! !eba 13 $m

- Be!"n /-300 m 6,960 - Iiremesh M8 kg .913,880 - Bekis!ing Pa! m² 182,10 - Bekis!ing Pa! b"ne@ m² 12,90







F /""m >k 60 @ 20 @ 1 $m (/6)- Be!"n /-300 m 1,0

- Besi be!"n kg 33,20 - Bekis!ing /""m m² 18,200

b "!a Peker#aaan !rk!r /""m












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TT$L P+K+/0$$- ST/KT/ L$-T$* 6

2,8 P/AA; >/> LA;A7 2.8.1 P/AA; B<;, B7 *A; B/77;

A Peker#aan !rk!r Ba"kF Ba"k 0 G $m (B)

- Be!"n /-300 m 2,10 - Besi be!"n kg 3,160 - Bekis!ing Ba"k m² 13,00





F Ba"k 0 G $m (B1)


F Ba"k 0 G $m (B16)H Be!"n /-300 m 28,800 - Besi be!"n kg .060,80 - Bekis!ing Ba"k m² 1,80


F Ba"k 0 G $m (B18)H Be!"n /-300 m 9,30 - Besi be!"n kg 1.636,010


F Ba"k 0 G 60 $m (B1J)H Be!"n /-300 m 0,30 - Besi be!"n kg 82,20 - Bekis!ing Ba"k m² 1,90

F Ba"k 0 G 60 $m (B18J)H Be!"n /-300 m 0,30 - Besi be!"n kg 82,20 - Bekis!ing Ba"k m² 1,90





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F Pa! !eba 13 $m- Be!"n /-300 m 66,020 - Iiremesh M8 kg 6.09,890 - Bekis!ing Pa! m² 200,660 - Bekis!ing Pa! b"ne@ m² 390,0





F /""m >k 0 @ 0 $m (/)- Be!"n /-300 m 1,280 - Besi be!"n kg 1,930 - Bekis!ing /""m m² 12,390

F /""m >k 60 @ 60 @ 20 $m (/)- Be!"n /-300 m 3,200

- Besi be!"n kg 989,10 - Bekis!ing /""m m² 3,660



* Peker#aan !rk!r angga *arra!




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TT$L P+K+/0$$- ST/KT/ L$-T$* 7

2!9 P+K+/0$$- ST/KT/ L$-T$* $T$P

2.9.1 P+K+/0$$- %+T-! %+S* #$- %+K*ST*-G

A Peker#aan !rk!r Ba"kF Ba"k 0 G $m (B)

- Be!"n /-300 m 6,00 - Besi be!"n kg 1.116,30 - Bekis!ing Ba"k m² 3,90



F Ba"k 0 G $m (B16)H Be!"n /-300 m 1,30 - Besi be!"n kg 2.28,30 - Bekis!ing Ba"k m² 8,20

F Ba"k 0 G $m (B1)

H Be!"n /-300 m ,010 - Besi be!"n kg 886,260 - Bekis!ing Ba"k m² 2,00

F Ba"k 0 G $m (B18)H Be!"n /-300 m 9,330 - Besi be!"n kg 1.62,0 - Bekis!ing Ba"k m² 1,020

F Ba"k 0 G $m (B19)H Be!"n /-300 m 10,0 - Besi be!"n kg 1.829,30 - Bekis!ing Ba"k m² ,10

F Ba"k 20 G 0 $m (BA3)H Be!"n /-300 m 0,280 - Besi be!"n kg 12,20




F Ba"k 20 G 0 $m (BA)H Be!"n /-300 m ,30 - Besi be!"n kg 1.660,90 - Bekis!ing Ba"k m² 39,90

F Ba"k 20 G 60 $m (BA6)H Be!"n /-300 m ,880 - Besi be!"n kg 1.82,00 - Bekis!ing Ba"k m² ,60



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F Ba"k 20 G 0 $m (P"nasi "":!ank)H Be!"n /-300 m 2,210 - Besi be!"n kg 39,0 - Bekis!ing Ba"k m² 2,600

F Ba"k 1 G 6 $m (*kan Mesin Li:!)H Be!"n /-300 m 1,820 - Besi be!"n kg 389,60 - Bekis!ing Ba"k m² 22,10


% Peker#aan !rk!r Pa!

F Pa! !eba 13 $m- Be!"n /-300 m 2,220 - Iiremesh M8 kg 8.63,00 - Bekis!ing Pa! m² 69,630


* Peker#aan !rk!r /""mF /""m >k 80 @ 80 $m (/1)

- Be!"n /-300 m 9,860 - Besi be!"n kg 1.0,10 - Bekis!ing /""m m² 3,60


TT$L P+K+/0$$- ST/KT/ L$-T$* $T$P

2.1" P+K+/0$$- ST/KT/ L$-T$* $T$P ,+S*-

2.1".1P+K+/0$$- %+T-! %+S* #$- %+K*ST*-G

A Peker#aan !rk!r Ba"kF Ba"k 0 G $m (B19)

- Be!"n /-300 m 8,60 - Besi be!"n kg 1.9,0 - Bekis!ing Ba"k m² ,20


F Ba"k 20 G 60 $m (BA)H Be!"n /-300 m ,610 - Besi be!"n kg 30,90 - Bekis!ing Ba"k m² 3,80



B Peker#aan !rk!r Pa! A!apF Pa! !eba 13 $m

- Be!"n /-300 m 9,130 - Iiremesh M8 kg 1.201,0 - Bekis!ing Pa! m² ,860

Sub Total Pekerjaaan Struktur Plat $ta

TT$L P+K+/0$$- ST/KT/ L$-T$* $T$P ,+S*-

2 TT$L P+K+/0$$- ST/KT/ G+#-G &



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& P+K+/0$$- $/S*T+KT/ G+#-G &

&.1 L$-T$* #$S$/

&.1.1 P+K+/0$$- #*-#*-G #$- P+L$P*S #*-#*-G

A Peker#aan ining ba!a ringan !D10$m m² 88,330 B Peker#aan a$ian semen ins!an !eba mm m² 39,10

% Peker#aan a$i m"r!ar be!"n e@p"se m² 216,920 5 Peker#aan pemba!an k""m an ba"k prak!is m 3,90 7 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 22,230 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² 2,20 / Peker#aan ining i:! marmer ($r m"naisa) m² 1,860 L Peker#aan peapis k""m grani! (ner" abs"!e inia) m² 6,00

Sub Total Pekerjaan #inding #an Pelais #inding

3.1.2 P/AA; P7;> *A; ;*LA

A Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! 3,000 % Pin! (P2A) >/. 90 @ 2100 mm ni! 2,000 * Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pengaaan an Pemasangan Mesin Pin! <!"ma!is ni! 2,000 Pin! & enea rameess /a$a empere ! 12 mm P1 ni! 1,000

Pin! & enea rameess /a$a empere ! 12 mm P2 ni! 2,000 5 angka Ba#a Pin! <!"ma!is Pr":i 7I 200 @ 100 kg 01,00 7 An$h"r @ 5i!i !i!ik 2,000 a'angan Pin! !einess !ee ni! 2,000 / %aing /a$a empere 12 mm m² 13,20 L Pin! ha:! ni! 3,000 M ire *""r ni! 1,000 ; Pin! (P8) >/. 90 G 2100 mm ni! 2< B"?en (BK1) >/. 1200 @ 600 mm ni! 1,000 P B"?en (BK2) >/. 600 @ 600 mm ni! ,000 = Pin! an enea rameess /a$a empere ! 12 mm P3 >k. 100 @ 3600 mm ni! 1,000

Sub Total Pekerjaan Pintu #an 0endela

3.1.3 P/AA; PLA<;*A Bahan pa:"n g+psm !D 0,9 $m rangka h""' paa E

- ang /an!"r & L"bb+ m² 6,0

B Bahan pa:"n g+psm 'a!er resis!an! !D 0.$m rangka h""' paa E- "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² 9,190

% Lis! Pa:"n +psm m 8,060 * ha"' Line m 89,600 >p %eiing Pa:"n m 286,110 %r!ain B"@ m 6,10 Bahan pa:"n g+psm 'a!er resis!an! ! D 0. $m rangka h""' paa seasar m² 103,290

Sub Total Pekerjaan Plaond

3.1. P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m m² 38,930 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m

- ang /an!"r & L"bb+ m² 323,60

- angga >!ama m² 26,00 % Pasangan Lan!ai /eramik 30 @ 30 $m

- angga arra! m² 0,610 * Peker#aan 'a!erpr"":ing $"a!ing m² 6,60 Peker#aan 'a!erpr"":ing $"a!ing Pi! Li:! m² ,80 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² 9,10

Pasangan Lan!ai Marmer L"bb+ (%rema 7?"r+) m² 92,00

Sub Total Pekerjaan Pelais Lantai

3.1. P/AA; %AA %a! *ining aam an ining ar

- $a! emsi"n paa ining aam m² 18,00 - $a! emsi"n be!"n e@p"se paa k""m, ining & ba"k m² 213,830

- $a! 'ea!hershie paa k""m, ining & ba"k m² 10,030 B %a! Pa:"n

- $a! pa:"n m² 680,810

Sub Total Pekerjaan Penge;atan



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3.1.6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B %"se! *k ni! 8,000 % e! Iasher ni! 8,000 * ""r *rain ni! 1,000

>rina ni! ,000 Par!isi >rin"ir ni! 2,000 h"'er e! 7n Ia /ran ni! 3,000 5 Iash!a:e /eran an a$es"ris ni! 6,000 7 Paper 5"er ni! 8,000 %ermin D mm Ba$king P+'"" i be?e m² ,800 / Par!isi I$Pin! m² 1,080

Sub Total Pekerjaan Sanitasi

3.1. P/AA; LA7; LA7;A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 11,800 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 11,690 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10

Sub Total Pekerjaan Lain3Lain

TT$L P+K+/0$$- $/S*T+KT/ L$-T$* #$S$/

&!2 L$-T$* 1

&.2.1 P+K+/0$$- #*-#*-G #$- P+L$P*S #*-#*-G

A Peker#aan ining ba!a ringan !D10$m m² 381,0 B Peker#aan a$ian semen ins!an !eba mm m² 6,290 % Peker#aan a$i m"r!ar be!"n e@p"se m² 20,0 * Peker#aan pemba!an k""m an ba"k prak!is m 2,00 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30


3.2.2 P/AA; P7;> *A; ;*LA

A Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 @ 2100 mm ni! 2,000 * Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 Pin! (P8) >/. 80 @ 2100 mm ni! 1,000 enea (2) >/. 100 G 2800 mm ni! 18,000 5 enea (2) >/. 100 G 2800 mm ni! 1,000 7 enea (3) >/. 200 @ 1600 mm ni! 1,000 Pin! ha:! ni! 3,000 / ire *""r ni! 1,000



- ang /an!"r & L"bb+ m² 8,890

B Bahan pa:"n g+psm 'a!er resis!an! !D 0.$m rangka h""' paa E- "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30 - Ba'ah % B"@ m² ,990

% Lis! Pa:"n +psm m 6,920 * ha"' Line m 118,620 >p %eiing Pa:"n m ,880 %r!ain B"@ m 88,020


3.2. P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m m² ,180 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m

- ang /an!"r & L"bb+ m² 1,910 - angga >!ama m² 20,690

% Pasangan Lan!ai /eramik 30 @ 30 $m- angga arra! m² 21,200

* Peker#aan 'a!erpr"":ing $"a!ing m² 63,20



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Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890



- $a! emsi"n paa ining aam m² 320,180 - $a! emsi"n be!"n e@p"se paa k""m, ining & ba"k m² 186,900 - $a! 'ea!hershie paa k""m, ining & ba"k m² 82,00

B %a! Pa:"n- $a! pa:"n m² 62,690


3.2.6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B /ran /i$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000

>rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! m² 3,00


3.2. P/AA; LA7; LA7;A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 9,60 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10 Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* 1

3,3 LA;A7 23.3.1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 369,60 B Peker#aan a$ian semen ins!an !eba mm m² 3,00 % Peker#aan a$i m"r!ar be!"n e@p"se m² 198,0 * Peker#aan pemba!an k""m an ba"k prak!is m² 13,100 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30


3.3.2 P/AA; P7;> *A; ;*LAA Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000 * Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 enea (2) >/. 100 G 2800 mm ni! 12,000 enea (2) >/. 100 G 2800 mm ni! 6,000 5 enea (2) >/. 100 G 2800 mm ni! 1,000 7 enea (3) >/. 200 @ 1600 mm ni! 1,000 Pin! ha:! ni! 3,000 / ire *""r ni! 1,000


3.3.3 P/AA; PLA<;*

A Bahan pa:"n g+psm !D 0,9 $m rangka h""' paa E- ang /an!"r & L"bb+ m² 81,0



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B Bahan pa:"n g+psm 'a!er resis!an! !D 0.$m rangka h""' paa E - - "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30

% Lis! Pa:"n +psm m 6,920 * ha"' Line m 113,20 >p %eiing Pa:"n m ,880 %r!ain B"@ m 93,060


3.3. P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m m² 69,90 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m -


% Pasangan Lan!ai /eramik 30 @ 30 $m - - angga arra! m² 21,200

* Peker#aan 'a!erpr"":ing $"a!ing m² 63,20 Peker#aan 'a!erpr"":ing $"a!ing % B"@ m² 6,960 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe -

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890




B %a! Pa:"n- $a! pa:"n m² 661,320


3.3.6 P/AA; A;7A7

A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! m² 3,00


3.3. P/AA; LA7; LA7;

A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 8,0 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10 Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* 2

3, LA;A7 33..1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 390,000 B Peker#aan a$ian semen ins!an !eba mm m² ,200 % Peker#aan a$i m"r!ar be!"n e@p"se m² 20,830 * Peker#aan pemba!an k""m an ba"k prak!is m² 0,300 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110

Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30




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3..2 P/AA; P7;> *A; ;*LA

A Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000

* Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 enea (2) >/. 100 G 2800 mm ni! 12,000 enea (2) >/. 100 G 2800 mm ni! 6,000 5 enea (2) >/. 100 G 2800 mm ni! 1,000 7 enea (3) >/. 200 @ 1600 mm ni! 1,000 Pin! ha:! ni! 3,000 / ire *""r ni! 1,000



- ang /an!"r & L"bb+ m² 9,90 B Bahan pa:"n g+psm 'a!er resis!an! !D 0.$m rangka h""' paa E -

- "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80

- ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30 - Ba'ah % B"@ m² 12,180

% Lis! Pa:"n +psm m 6,920 * ha"' Line m 116,10 >p %eiing Pa:"n m 8,20 %r!ain B"@ m 88,080


3.. P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m m² 8,800 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m -

- ang /an!"r & L"bb+ m² ,900 - angga >!ama m² 20,690

% Pasangan Lan!ai /eramik 30 @ 30 $m -

- angga arra! m² 21,200 * Peker#aan 'a!erpr"":ing $"a!ing m² 63,20 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe -

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890


3.. P/AA; %AA %a! *ining aam an ining ar


B %a! Pa:"n- $a! pa:"n m² 686,0


3.3.6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! ni! 3,00




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3.. P/AA; LA7; LA7;A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 8,0 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10

Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* &

3, LA;A7 (3A)3..1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 398,0 B Peker#aan a$ian semen ins!an !eba mm m² 88,80 % Peker#aan a$i m"r!ar be!"n e@p"se m² 20,0 * Peker#aan pemba!an k""m an ba"k prak!is m 3,030 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30


3..2 P/AA; P7;> *A; ;*LAA Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000 * Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 Pin! enea P >/. 1900 @ 2100 mm ni! 1,000 enea (2) >/. 100 G 2800 mm ni! 1,000 5 enea (2) >/. 100 G 2800 mm ni! ,000 7 enea (2) >/. 100 G 2800 mm ni! 1,000 enea (3) >/. 200 @ 1600 mm ni! 1,000 / Pin! ha:! ni! 3,000 L ire *""r ni! 1,000


3..3 P/AA; PLA<;*A Bahan pa:"n g+psm !D 0,9 $m rangka h""' paa E


- "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30 - Ba'ah % B"@ m² ,80






* Pasangan an!ai /eramik 20 @ 20 $m >np"ishe - Peker#aan 'a!erpr"":ing $"a!ing m² 63,20 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe -

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890

b "!a Peker#aan Peapis Lan!ai





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B %a! Pa:"n- $a! pa:"n m² 68,00

b "!a Peker#aan Penge$a!an

3..6 P/AA; A;7A7

A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! m² 3,00

b "!a Peker#aan ani!asi

3.. P/AA; LA7; LA7;

A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 8,0 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10 Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$*

3,6 LA;A7 3.6.1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 389,90 B Peker#aan a$ian semen ins!an !eba mm m² 9,80 % Peker#aan a$i m"r!ar be!"n e@p"se m² 20,60 * Peker#aan pemba!an k""m an ba"k prak!is m 1,10 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110

Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30


3.6.2 P/AA; P7;> *A; ;*LAA Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000 * Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 Pin! (P8) >/. 80 G 2100 mm ni! 1,000 enea (2) >/. 100 G 2800 mm ni! 1,000 5 enea (2) >/. 100 G 2800 mm ni! ,000 7 enea (2) >/. 100 G 2800 mm ni! 1,000 enea (3) >/. 200 @ 1600 mm ni! 1,000

/ Pin! ha:! ni! 3,000 L ire *""r ni! 1,000




- "ie! pria m² 18,890 - "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30 - Ba'ah % B"@ m² 11,330

% Lis! Pa:"n +psm m 6,920 * ha"' Line m 118,60

>p %eiing Pa:"n m 62,30 %r!ain B"@ m 91,630




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&.6. P+K+/0$$- P+L$P*S L$-T$*

A $reeing an!ai 3 $m m² 663,0 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m -



Peker#aan 'a!erpr"":ing $"a!ing m² 63,20 Peker#aan 'a!erpr"":ing $"a!ing % B"@ m² 20,20 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe -

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890

- Sub Total Pekerjaan Pelais Lantai



B %a! Pa:"n

- $a! pa:"n m² 683,90


3.6.6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0

M Par!isi I$Pin! m² 3,00


3.6. P/AA; LA7; LA7;A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 8,0 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10 Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* '

&!7 L$-T$* 6

3..1 P/AA; *7;*7; *A; PLAP7 *7;*7;

A Peker#aan ining ba!a ringan !D10$m m² 389,90 B Peker#aan a$ian semen ins!an !eba mm m² 9,80 % Peker#aan a$i m"r!ar be!"n e@p"se m² 209,180 * Peker#aan pemba!an k""m an ba"k prak!is m 1,10 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 211,110 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 Peker#aan ining i:! marmer ($r m"naisa) m² ,990 5 Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30


3..2 P/AA; P7;> *A; ;*LAA Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000 Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 7 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 Pin! (P8) >/. 80 G 2100 mm ni! 1,000

M enea (2) >/. 100 G 2800 mm ni! 1,000 ; enea (2) >/. 100 G 2800 mm ni! ,000 < enea (2) >/. 100 G 2800 mm ni! 1,000 = enea (3) >/. 200 @ 1600 mm ni! 1,000 G Pin! ha:! ni! 3,000 ire *""r ni! 1,000




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3..3 P/AA; PLA<;*A Bahan pa:"n g+psm !D 0,9 $m rangka h""' paa E


- "ie! pria m² 18,890

- "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,890 - <! *""r A% m² 13,30





% Pasangan Lan!ai /eramik 30 @ 30 $m -

- angga arra! m² 21,200 * Pasangan an!ai /eramik 20 @ 20 $m >np"ishe - Peker#aan 'a!erpr"":ing $"a!ing m² 63,20 Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe -

- "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² ,890




B %a! Pa:"n- $a! pa:"n m² 62,620


3..6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! m² 3,00


3.. P/AA; LA7; LA7;A aiing angga >!ama 2,J !ainess !ee /a$a empere 10 mm m 10,000 B aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 8,260 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10 Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* 6

3,8 LA;A7 3.8.1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 3,80 B Peker#aan a$ian semen ins!an !eba mm m² 8,100

% Peker#aan a$i m"r!ar be!"n e@p"se m² 23,20 5 Peker#aan pemba!an k""m an ba"k prak!is m 38,390 7 Peker#aan ining "ie! an I 5"m"gen"s !ie 60 @ 60 $m m² 213,0 Peker#aan ga'angan ining i:! grani! (ner" abs"!e inia) m² ,60 / Peker#aan ining i:! marmer ($r m"naisa) m² ,990 L Peker#aan ining pan!r+ keramik k 30@ 30 $m hD 0.60 m m² 1,30




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3.8.2 P/AA; P7;> *A; ;*LA

A Pin! (P1) >/. 0 G 2100 mm ni! 2,000 B Pin! (P2) >/. 90 G 2100 mm ni! ,000 % Pin! (P2A) >/. 90 G 2100 mm ni! 2,000

* Pin! (P) >/. 90 G 2100 mm pan!r+ ni! 1,000 Pin! (P8) >/. 90 G 2100 mm ni! 1,000 Pin! (P9) >/. 1300 G 2100 mm ni! 2,000 enea (2) >/. 100 G 2800 mm ni! 11,000 5 enea (2) >/. 100 G 2800 mm ni! 2,000 7 enea (2) >/. 100 G 2800 mm ni! 6,000 enea (3) >/. 200 @ 20 mm ni! 1,000 / Pin! ha:! ni! 3,000 L ire *""r ni! 1,000




- "ie! pria m² 18,890

- "ie! 'ani!a m² 1,80 - ani!"r m² 2,310 - "ie! /ais m² ,90 - <! *""r A% m² 13,30 - aman m² 10,620

% Lis! Pa:"n +psm m 6,920 * ha"' Line m 103,90 %r!ain B"@ m 69,10


3.8. P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m m² 61,60 B Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m -

- ang /an!"r & L"bb+ m² 3,10 - angga arra! m² 21,200

Peker#aan 'a!erpr"":ing aren m² 1,010

Peker#aan 'a!erpr"":ing $"a!ing m² 6,20 Peker#aan Ia!erpr"":ing %"a!ing % B"@ m² 13,200

/ Pasangan Lan!ai 5"m"gen"s !ie 60 @ 60 $m >np"ishe - - "ie! 1 m² 21,200 - "ie! 2 m² 1,900 - "ie! /ais m² 8,980




B %a! Pa:"n- $a! pa:"n m² 6,0


3.8.6 P/AA; A;7A7A /ran !emb"k ni! 9,000 B /ran /i!$hen Nink ni! 1,000 % %"se! *k ni! 8,000 * e! Iasher ni! 8,000 ""r *rain ni! 1,000 >rina ni! ,000 Par!isi >rin"ir ni! 2,000 5 h"'er e! 7n Ia /ran ni! 3,000 7 Iash!a:e /eran an a$es"ris ni! 6,000 Paper 5"er ni! 8,000 / /i!$hen Oink ni! 1,000 L %ermin D mm Ba$king P+'"" i be?e m² ,0 M Par!isi I$Pin! m² ,030




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3.8. P/AA; LA7; LA7;A aiing angga *arra! 2,J inish %a! Nin$r"ma!e m 9,10 B aiing Bak"n aman 2.J !ainess !ee /a$a empere 12 mm m 19,10 % Me#a be!"n apis keramik 30 @ 60 $m (!"ie! pria) m² 1,60 * Me#a be!"n apis keramik 30 @ 60 $m (!"ie! 'ani!a) m² 2,10

Me#a be!"n apis keramik 30 @ 30 $m (pan!r+) m² 1,360


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* 7

3,9 LA;A7 AAP3.9.1 P/AA; *7;*7;A Peker#aan ining ba!a ringan !D10$m m² 18,980 B Peker#aan a$ian semen ins!an !eba mm m² 28,080 % Peker#aan a$i m"r!ar be!"n e@p"se m² 23,60 * Peker#aan pemba!an k""m an ba"k prak!is m 13,90


3.9.2 P/AA; P7;>A Pin! (P) >/. 100 G 210 mm4 Pin! Besi ni! 1,000 B ire *""r (*) >/. 100 @ 210 mm ni! 1,000

% rie A >k. 11.6J @ 33.6J ni! 1,000


3.8.3 P/AA; PLAP7 LA;A7A Ia!erpr"":ing membran paa pa! a!ap !ama m² 616,30 B Ia!erpr"":ing membran paa pea! a!ap .mesin i:! m² 96,00


3.9. P/AA; %A

- $a! 'ea!hershie ining ar m² 2,690 - $a! emsi"n be!"n e@p"se paa k""m, ining & ba"k m² 110,0 - $a! emsi"n paa ining aam m² 119,80


TT$L P+K+/0$$- $/S*T+KT/ L$-T$* $T$P

3,1 P/AA; AA*3.10.1 AMPA/ AA Pemasangan % (ass:ibre ein:"r$e %emen!) B"@ m² 86,910 B Pemasangan % (ass:ibre ein:"r$e %emen!) /""m <rnamen! m² 2,60 % Pemasangan % (ass:ibre ein:"r$e %emen!) Lis!pank m² 18,990 * %r!ain'a m² 68,600 %r!ain'a Pr":i m² 61,360 %a! Iea!hershie ining ar m² 361,360 % B"ar mm Pen!p Ba"k m² 196,20 5 %a! m!i"n Paa % B"ar mm Pen!p Ba"k m² 196,20 7 Par!isi *ining an!ng % B"ar 6 mm m² 3,090 angka Par!isi ining an!ng % Pr":i >;P >k. 100 an 80 kg ,110

Sub Total Pekerjaan 8asade Tamak #ean

3.10.2 AMPA/ BA Pemasangan % (ass:ibre ein:"r$e %emen!) /""m *ining m² 36,130 B Pemasangan % (ass:ibre ein:"r$e %emen!) Lis!pank m² 23,80 % %r!ain'a Pr":i m² 111,10 * %a! Iea!hershie ining ar m² 619,10 % B"ar mm Pen!p Ba"k m² 3,390 %a! m!i"n Paa % B"ar mm Pen!p Ba"k m² 3,390 Par!isi *ining an!ng % B"ar 6 mm m² 20,20 5 angka Par!isi ining an!ng % Pr":i >;P >k. 100 an 80 kg 3,960 7 iber P"! Bnga >/. 200 @ 00 @ 100 mm ni! 16,000

Sub Total Pekerjaan 8asade Tamak Saming Kiri

3.10.3 AMPA/ %A Pemasangan % (ass:ibre ein:"r$e %emen!) B"@ m² 11,30 B Pemasangan % (ass:ibre ein:"r$e %emen!) /""m <rnamen! m² 21,220

% Pemasangan % (ass:ibre ein:"r$e %emen!) Lis!pank m² 18,990 * Pemasangan % (ass:ibre ein:"r$e %emen!) M"!i: m² 106,60 %r!ain'a m² 80,200 %r!ain'a Pr":i m² 82,980 %a! Iea!hershie ining ar m² ,190 5 angka Ba#a % M"!i: Pr":i >;P >k. 100 kg 696,0



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7 % B"ar mm Pen!p Ba"k m² 16,080 %a! m!i"n Paa % B"ar mm Pen!p Ba"k m² 16,080 / Par!isi *ining an!ng % B"ar 6 mm m² 19,210 L angka Par!isi ining an!ng % Pr":i >;P >k. 100 an 80 kg 311,220

Sub Total Pekerjaan 8asade Tamak %elakang

3.10.1 AMPA/ *A Pemasangan % (ass:ibre ein:"r$e %emen!) /""m *ining m² 282,100 B Pemasangan % (ass:ibre ein:"r$e %emen!) Lis!pank m² 11,960 % Pemasangan % (ass:ibre ein:"r$e %emen!) M"!i: m² 1,600 * %r!ain'a Pr":i m² 111,10 %a! Iea!hershie ining ar m² 631,60 angka Ba#a % M"!i: Pr":i >;P >k. 100 kg 928,630 % B"ar mm Pen!p Ba"k m² 3,390 5 %a! m!i"n Paa % B"ar mm Pen!p Ba"k m² 3,390 7 Par!isi *ining an!ng % B"ar 6 mm m² 2,690 angka Par!isi ining an!ng % Pr":i >;P >k. 100 an 80 kg ,0 / iber P"! Bnga >/. 200 @ 00 @ 100 mm ni! 1,000

Sub Total Pekerjaan 8asade Tamak Saming Kanan

TT$L P+K+/0$$- 8$S$#+

3,11 P/AA; LA7; - LA7;A Ba#a Pr":i e$!angar 0.0. (angka Perg"a) kg 2.820,00 B %hemi$a An$h"r @ 5i!i bh 120,000 % Pemasangan % (ass:ibre ein:"r$e %emen!) Perg"a m² 638,10 * %a! Iea!hershie ining ar m² 638,10 Pemasangan anggan A%P m² 9,10

Sub Total Pekerjaan Lain 3 lain

TT$L P+K+/0$$- L$*- 3 L$*-

& TT$L P+K+/0$$- $/S*T+KT/ G+#-G &

P+K+/0$$- ,+K$-*K$L < +L+KT/*K$L

G+#-G 3 &.1 P+K+/0$$- +L+KT/*K$L

.1.1 Pekerjaan +lektrikal Lantai #asar

* P$-+L3P$-+L #$=$ #$- P+-+/$-G$-

1 M*P-/P* >ni! 1,000 2 *P -L.*asar >ni! 1,000 3 LP-A4A >ni! 1,000 PP-A4A >ni! 1,000 PP-A%A >ni! 1,000

77 /ABL *1 Penarikan kabe r LKM*P / M*P /P* ;B @ 20 mm2 m 60,000 2 Penarikan kabe r M*P /P* ke *P L * ; @ 9mm2 m 11,080 3 Penarikan /abe r *P Li:! /e M*P L * % @ 3 mm /abe ;A 1 @ 10 mm m ,80 Penarikan kabe gr"ning r M*P ke *P L * B% 0mm2 m 11,080 Penarikan kabe r *P1 - L* / LP-A4A ; @ 0 mm2 m 11,260 6 Penarikan kabe gr"ning r *P ke LP-A4A B% 3mm2 m 11,260

Penarikan kabe r *P1 - L*sr / PP-A4A ; @ 0 mm2 m 10,630 8 Penarikan kabe gr"ning r *P ke PP-A4A B% 3mm2 m 10,630 9 Penarikan kabe r *P1 - L*sr / PP-A%A ; @ 0 mm2 m 10,630 10 Penarikan kabe gr"ning r *P ke PP-A%A B% 3mm2 m 10,630 11 Leaer I 1000 @ 100 ( iser ) m 11,0 12 /abe ra+ I 300 m 96,30 13 paring kabe :eeer LKM*P ke M*P /P* PK% 100 mm AI m 13,200 1 paring r"ning Pane PK% 100 mm AI m 13,200 1 paring kabe $"a@ia penangka pe!ir PK% 0 mm %ass * m 23,010 16 paring kabe B% n!k gr"ning Li:! PK% 0 mm %ass * m 13,200 1 paring kabe B% n!k gr"ning er?er PK% 0 mm %ass * m 13,200 18 paring kabe :eeer !ep"n PK% 0 mm AI m 13,200 19 paring pare PK% 0 mm %ass * m 13,200 20 paring pare PK% 0mm AI m 13,200

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 9,000

2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh ,000 3 Lamp L 2@18' !ipe M bh 36,000 Lamp L 2@18' !ipe M ba!!er+ bh ,000 Lamp L 1@18' !ipe /7 bh 2,000



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6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 9 Lamp @i! 18 'a!! ba!!er+ bh 1,000 10 !"p /"n!ak 200 Ia!! an!ai bh 32,000 11 !"p /"n!ak 200 Ia!! ining bh 2,000

12 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 13 akar ngga bh 19,000 1 akar *"be bh 18,000 1 akar 5"!e bh 2,000 16 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 10,000 1 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 13,000 18 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 2,000 19 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 32,000 20 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 39,000 21 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 22 Ma!eria Ban! Ls 1,000

■ Sub Total +lektrikal Lantai #asar

.1.2 Peker#aan ek!rika Lan!ai 17 PA;L-PA;L *AA *A; P;A;A;1 *P -L.1 >ni! 1,000

2 LP-A4% >ni! 1,000 3 PP-A4% >ni! 1,000 PP-A%% >ni! 1,000

- 77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L 1 ; @ 9mm2 m 18,60 2 Penarikan kabe gr"ning r M*P ke *P L 1 B% 0mm2 m 18,60 3 Penarikan kabe r *P1 - L1 / LP-A4A ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L 1 / LP-A4B B% 3mm2 m 9,80 Penarikan kabe r *P1 - L1 / PP-A4A ; @ 0 mm2 m 9,20 6 Penarikan kabe gr"ning r *P L 1 / PP-A4B B% 3mm2 m 9,20 Penarikan kabe r *P1 - L1 / PP-A%A ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L 1 / PP-A%B B% 3mm2 m 8,610 9 - Leaer I 1000 @ 100 ( iser ) m 8,00 10 - /abe ra+ I 300 m ,030

- -

777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 8,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh ,000 3 Lamp L 2@18' !ipe M bh 62,000 Lamp L 2@18' !ipe M ba!!er+ bh 11,000 Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000 11 !"p /"n!ak 200 Ia!! an!ai bh 88,000 12 !"p /"n!ak 200 Ia!! ining bh 32,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 2,000 1 akar *"be bh 1,000 16 akar 5"!e bh 2,000

1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 12,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 18,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 32,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 88,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k ,000 22 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 23 Ma!eria Ban! Ls 1,000

■ Sub Total +lektrikal Lantai 1

.1.3 Peker#aan ek!rika Lan!ai 27 PA;L-PA;L *AA *A; P;A;A;1 *P -L.2 >ni! 1,000 2 LP-A4B >ni! 1,000 3 PP-A4B >ni! 1,000 PP-A%B >ni! 1,000

-

77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L 2 ; @ 9mm2 m 23,80 2 Penarikan kabe gr"ning r M*P ke *P L 2 B% 0mm2 m 23,80 3 Penarikan kabe r *P1 - L2 / LP-A4% ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L2 / LP-A4% B% 3mm2 m 9,80 Penarikan kabe r *P1 - L2/ PP-A4% ; @ 0 mm2 m 9,20



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6 Penarikan kabe gr"ning r *P L2 / PP-A4% B% 3mm2 m 9,20 Penarikan kabe r *P1 - L2 / PP-A%% ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L2 / PP-A%% B% 3mm2 m 8,610 10 - Leaer I 1000 @ 100 ( iser ) m 8,00 11 - /abe ra+ I 300 m ,0

-

777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 8,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh ,000 3 Lamp L 2@18' !ipe M bh 63,000 Lamp L 2@18' !ipe M ba!!er+ bh 11,000 Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000 11 !"p /"n!ak 200 Ia!! an!ai bh 88,000 12 !"p /"n!ak 200 Ia!! ining bh 30,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 23,000 1 akar *"be bh 18,000 16 akar 5"!e bh 2,000

1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 13,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 18,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 30,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 88,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 22 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 23 Ma!eria Ban! s 1,000


.1. Peker#aan ek!rika Lan!ai 37 PA;L-PA;L *AA *A; P;A;A;1 *P -L.3 >ni! 1,000 2 LP-A4* >ni! 1,000 3 PP-A4* >ni! 1,000 PP-A%* >ni! 1,000

-

77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L 3 ; @ 9mm2 m 2,80 2 Penarikan kabe gr"ning r M*P ke *P L 3 B% 0mm2 m 2,80 3 Penarikan kabe r *P1 - L3 / LP-A4* ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L3 / LP-A4* B% 3mm2 m 9,80 Penarikan kabe r *P1 - L3 / PP-A4* ; @ 0 mm2 m 9,20 6 Penarikan kabe gr"ning r *P L3 / PP-A4* B% 3mm2 m 9,20 Penarikan kabe r *P1 - L3 / PP-A%* ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L3 / PP-A%* B% 3mm2 m 8,610 9 - Leaer I 1000 @ 100 ( iser ) m 8,00 10 - /abe ra+ I 300 m ,0

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh ,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh ,000 3 Lamp L 2@18' !ipe M bh 61,000 Lamp L 2@18' !ipe M ba!!er+ bh 13,000

Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000 11 !"p /"n!ak 200 Ia!! an!ai bh ,000 12 !"p /"n!ak 200 Ia!! ining bh 29,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 2,000 1 akar *"be bh 18,000 16 akar 5"!e bh 2,000 1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 18,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 20,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 29,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k ,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k ,000

22 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 23 Ma!eria Ban! s 1,000

■ Sub Total +lektrikal Lantai &



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0umlah arga

4/5-o.

.1. Peker#aan ek!rika Lan!ai 3A ()7 PA;L-PA;L *AA *A; P;A;A;1 *P -L. >ni! 1,000 2 LP-A4 >ni! 1,000 3 PP-A4 >ni! 1,000

PP-A% >ni! 1,000 -

77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L ; @ 9mm2 m 31,980 2 Penarikan kabe gr"ning r M*P ke *P L 3A B% 0mm2 m 31,980 3 Penarikan kabe r *P1 - L / LP-A4* ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L3A / LP-A4 B% 3mm2 m 9,80 Penarikan kabe r *P1 - L / PP-A4* ; @ 0 mm2 m 9,20 6 Penarikan kabe gr"ning r *P L3A / PP-A4 B% 3mm2 m 9,20 Penarikan kabe r *P1 - L / PP-A%* ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L3A / PP-A% B% 3mm2 m 8,610 9 - Leaer I 1000 @ 100 ( iser ) m 8,00 10 - /abe ra+ I 300 m ,890

-

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 102,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh 3,000 3 Lamp L 2@18' !ipe M bh 36,000 Lamp L 2@18' !ipe M ba!!er+ bh 6,000 Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp PL% 1 @36 ' ;$a Ba!rer+ bh - 10 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 11 Lamp @i! 18 'a!! ba!!er+ bh 2,000 12 !"p /"n!ak 200 Ia!! an!ai bh 9,000 13 !"p /"n!ak 200 Ia!! ining bh 26,000 1 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 1,000 16 akar *"be bh 16,000 1 akar 5"!e bh 2,000 18 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 1,000 19 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 12,000 20 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 26,000 21 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 9,000 22 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 36,000 23 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 2 Ma!eria Ban! s 1,000

■ Sub Total +lektrikal Lantai

.1.6 Peker#aan ek!rika Lan!ai 7 PA;L-PA;L *AA *A; P;A;A;1 *P -L. >ni! 1,000 2 LP-A4 >ni! 1,000 3 PP-A4 >ni! 1,000 PP-A% >ni! 1,000

- 77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L ; @ 9mm2 m 36,180 2 Penarikan kabe gr"ning r M*P ke *P L B% 0mm2 m 36,180 3 Penarikan kabe r *P1 - L / LP-A4* ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L / LP-A4 B% 3mm2 m 9,80 Penarikan kabe r *P1 - L / PP-A4* ; @ 0 mm2 m 9,20 6 Penarikan kabe gr"ning r *P L3A / PP-A4 B% 3mm2 m 9,20 Penarikan kabe r *P1 - L / PP-A%* ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L / PP-A% B% 3mm2 m 8,610 9 - Leaer I 1000 @ 100 ( iser ) m 8,00 10 - /abe ra+ I 300 m ,0

-

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 62,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh 3,000 3 Lamp L 2@18' !ipe M bh 8,000

Lamp L 2@18' !ipe M ba!!er+ bh ,000 Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000



& ' 6 ( ) '1

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2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

11 !"p /"n!ak 200 Ia!! an!ai bh 10,000 12 !"p /"n!ak 200 Ia!! ining bh 2,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 18,000 1 akar *"be bh 20,000 16 akar 5"!e bh 2,000

1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 18,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 11,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 2,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 10,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 0,000 22 7ns!aasi !"p k"n!ak IA5A ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 23 Ma!eria Ban! s 1,000

■ Sub Total +lektrikal Lantai '

.1. Peker#aan ek!rika Lan!ai 67 PA;L-PA;L *AA *A; P;A;A;1 *P -L. >ni! 1,000 2 LP-A4 >ni! 1,000 3 PP-A4 >ni! 1,000 PP-A% >ni! 1,000

-

77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L 6 ; @ 9mm2 m 0,380 2 Penarikan kabe gr"ning r M*P ke *P L 6 ;A 1 @ 0mm2 m 0,380 3 Penarikan kabe r *P1 - L6 / LP-A4* ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L6 / LP-A4 ;A 1 @ 3mm2 m 9,80 Penarikan kabe r *P1 - L6 / PP-A4* ; @ 0 mm2 m 9,20 6 Penarikan kabe gr"ning r *P L6 / PP-A4 ;A 1 @ 3mm2 m 9,20 Penarikan kabe r *P1 - L6 / PP-A%* ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L / PP-A% ;A 1 @ 3mm2 m 8,610 10 - Leaer I 1000 @ 100 ( iser ) m 8,00 11 - /abe ra+ I 300 m ,0

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 6,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh ,000 3 Lamp L 2@18' !ipe M bh 6,000 Lamp L 2@18' !ipe M ba!!er+ bh 8,000

Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000 11 !"p /"n!ak 200 Ia!! an!ai bh 8,000 12 !"p /"n!ak 200 Ia!! ining bh 31,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 21,000 1 akar *"be bh 2,000 16 akar 5"!e bh 2,000 1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 16,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 16,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 31,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 8,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 0,000



.1.8 Peker#aan ek!rika Lan!ai 7 PA;L-PA;L *AA *A; P;A;A;1 *P -L. >ni! 1,000 2 LP-A4 >ni! 1,000 3 PP-A4 >ni! 1,000 PP-A% >ni! 1,000

- 77 /ABL * - 1 Penarikan kabe r M*P /P* ke *P L ; @ 9mm2 m ,80 2 Penarikan kabe gr"ning r M*P ke *P L ;A 1 @ 0 mm2 m ,80 3 Penarikan kabe r *P1 - L / LP-A4* ; @ 0 mm2 m 9,80 Penarikan kabe gr"ning r *P L / LP-A45 ;A 1 @ 3 mm2 m 9,80 Penarikan kabe r *P1 - L / PP-A4* ; @ 0 mm2 m 9,20

6 Penarikan kabe gr"ning r *P L / PP-A45 ;A 1 @ 3mm2 m 9,20 Penarikan kabe r *P1 - L / PP-A%* ; @ 0 mm2 m 8,610 8 Penarikan kabe gr"ning r *P L / PP-A%5 ;A 1 @ 3mm2 m 8,610 9 Penarikan kabe r *P P"mpa ke Pane P"mpa B""s!er ; @ mm m 100,000 10 Penarikan kabe gr"ning r *P P"mpa / PA;L P<MPA B<< B% 10mm2 m 100,000 11 - Leaer I 1000 @ 100 ( iser ) m 8,00 12 - /abe ra+ I 300 m ,0



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arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

- 777 LAMP> & <P /<;A/ - 1 Lamp *"'nigh! PL%1 @13 ' bh 62,000 2 Lamp *"'nigh! PL%1 @13 ' ba!!er+ bh 6,000 3 Lamp L 2@18' !ipe M bh 2,000 Lamp L 2@18' !ipe M ba!!er+ bh ,000

Lamp L 1@18' !ipe /7 bh 2,000 6 Lamp L 1@18' !ipe /7 ba!!er+ bh 1,000 Lamp Ias!a:e & angga *arra! L 1@18' !ipe M bh ,000 8 Lamp ining IL 2 ;7AL 18I bh 2,000 9 Lamp angga ba'ah b"res Bare! (!angga !ama) 22 Ia!! bh 1,000 10 Lamp @i! 18 'a!! ba!!er+ bh 2,000 11 !"p /"n!ak 200 Ia!! an!ai bh 22,000 12 !"p /"n!ak 200 Ia!! ining bh 32,000 13 !"p /"n!ak 'a!er hea!er "!b"' bh 3,000 1 akar ngga bh 23,000 1 akar *"be bh 22,000 16 akar 5"!e bh 2,000 1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 12,000 18 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 13,000 19 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm bh 32,000 20 7ns!aasi !"p k"n!ak an!ai ;A 3 @ 1 @ 2, mm2 PK% %"ni! Q 20 mm !!k 22,000 21 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k ,000



.1.9 Lan!ai A!ap (ang Mesin Li:!)7 /ABL * & *P L71 *P L7 ni! 1,000 2 *P P<MPA ni! 1,000 3 7ns!aasi r"ning %"pper " 48 (ma@ 1"hm) Bak /"n!r" 0@0@60 ni! 1,000 7ns!aasi r"ning %"pper " 48 (ma@ 0."hm) Bak /"n!r" 0@0@60 ni! 1,000 7ns!aasi r"ning %"pper " 48 (ma@ 0."hm) Bak /"n!r" 0@0@60 ni! 1,000 6 /abe B% 9mm PK% %"ni! 0 mm (M*P) m 8,60 /abe B% 3mm PK% %"ni! 20 mm (Li:!) m 91,100 8 /abe B% 3mm PK% %"ni! 20 mm (er?er) m 103,300

77 LAMP> & <P /<;A/

1 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 3,000 2 7ns!aasi Penerangan Ba!!er+ ;M 3 @ 2, mm2 ;A 1 @ 2.mm PK% %"ni! Q 20 !!k 1,000 3 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 1,000 7ns!aasi !"p k"n!ak ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 1,000 Lamp L 1@18' !ipe /7 ni! 3,000 6 Lamp L 1@18' !ipe /7 ba!!er+ ni! 1,000 akar *"be ni! 1,000 8 !"p k"n!ak ining ni! 1,000

■ Sub Total Lantai $ta 4/uang ,esin Lit5

!1 > TT$L P+K+/0$$- +L+KT/*K$L

' P+K+/0$$- +L+KT/-*K

'.1 P+K+/0$$- 8*/+ $L$/, S*ST+,

.1.1 %en!ra ire Aarm

Peraa!an >!ama

1 Mas!er %"n!r" ire Aarm, kapasi!as 0 O"ne >ni! 1,000 Lengkap ba!er+ ;i%a, re$!i:ier, bOOer, ini$a!"r - amp, an keengkapan ain sesai gambar -

- 2 An"n$i!"r4bOOer parae ini$a!"r amp. >ni! 1,000

an perkabean ari M%A ke parae in. Lamp, - i rang sa!pam. -

- 3 Perkabean, aa! ban!, penge!esan Ls 1,000

-

.1.2 Peker#aan ire Aarm is!em Lan!ai *asar - 1 B-A >ni! 1,000 2 M%A ke A;;<>;%7A< -

7% 0 PA7 G 2 @ 0.6mm m 10,60 3 M%A / B A -

7% 10 PA7 @ 2 @ 0.6mm m 10,60 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 2,000



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raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

6 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 22,000 Mana Aarm Psh B!!"n Bh 2,000 8 Aarm Be Bh 2,000 9 Aarm 7ni$a!"r Lamp Bh 2,000 10 ire 7n!er$"me a$k Bh 2,000 11 <L Bh 2,000

12 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Mana Aarm Psh B!!"n % 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm Be;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 16 Ma!eria Ban! "! 1,000

■ Sub Total 8ire $larm Sistem Lantai #asar

.1.3 Peker#aan ire Aarm is!em Lan!ai 11 B-B >ni! 1,000 2 M%A / B A

7% 10 PA7 @ 2 @ 0.6mm m 3,90 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 21,000 6 Mana Aarm Psh B!!"n Bh 2,000 Aarm Be Bh 2,000

8 Aarm 7ni$a!"r Lamp Bh 2,000 9 ire 7n!er$"me a$k Bh 2,000 10 <L Bh 2,000 11 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 22,000 12 7ns!aasi Mana Aarm Psh B!!"n % 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 Ma!eria Ban! "! 1,000

■ Sub Total 8ire $larm Sistem Lantai 1

.1. Peker#aan ire Aarm is!em Lan!ai 21 B-% >ni! 1,000 2 M%A / B A

7% 10 PA7 @ 2 @ 0.6mm m 2,10 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000

< *e!e$!"r empera!re 5ea! *e!e$!"r Bh 21,000 6 Mana Aarm Psh B!!"n Bh 2,000 Aarm Be Bh 2,000 8 Aarm 7ni$a!"r Lamp Bh 2,000 9 ire 7n!er$"me a$k Bh 2,000 10 <L Bh 2,000 11 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 22,000 12 7ns!aasi Mana Aarm Psh B!!"n % 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 16 Ma!eria Ban! "! 1,000


.1. Peker#aan ire Aarm is!em Lan!ai 31 B-* >ni! 1,000 2 M%A / B A

7% 10 PA7 @ 2 @ 0.6mm m 6,30 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 i@e *e!e$!"r 5ea! *e!e$!"r Bh - 6 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 2,000 Mana Aarm Psh B!!"n Bh 2,000 8 Aarm Be Bh 2,000 9 Aarm 7ni$a!"r Lamp Bh 2,000 10 ire 7n!er$"me a$k Bh 2,000 11 <L Bh 2,000 12 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 28,000 13 7ns!aasi Mana Aarm Psh B!!"n % 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 16 Ma!eria Ban! "! 1,000

■ Sub Total 8ire $larm Sistem Lantai &

.1.6 Peker#aan ire Aarm is!em Lan!ai 1 B- >ni! 1,000 2 M%A / B A -

7% 10 PA7 @ 2 @ 0.6mm m 0,0 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 1,000



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

6 Mana Aarm Psh B!!"n Bh 2,000 Aarm Be Bh 2,000 8 Aarm 7ni$a!"r Lamp Bh 2,000 9 ire 7n!er$"me a$k Bh 2,000 10 <L Bh 2,000 11 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 18,000

12 7ns!aasi Mana Aarm Psh B!!"n ;A2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 Ma!eria Ban! "! 1,000

■ Sub Total 8ire $larm Sistem Lantai

.1. Peker#aan ire Aarm is!em Lan!ai 1 B- >ni! 1,000 2 M%A / B A

7% 10 PA7 @ 2 @ 0.6mm m ,0 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 21,000 6 Mana Aarm Psh B!!"n Bh 2,000 Aarm Be Bh 2,000 8 Aarm 7ni$a!"r Lamp Bh 2,000

9 ire 7n!er$"me a$k Bh 2,000 10 <L Bh 2,000 11 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 22,000 12 7ns!aasi Mana Aarm Psh B!!"n ;A2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 Ma!eria Ban! "! 1,000

■ Sub Total 8ire $larm Sistem Lantai '

.1.8 Peker#aan ire Aarm is!em Lan!ai 61 B- >ni! 1,000 2 M%A / B A -

7% 10 PA7 @ 2 @ 0.6mm m 8,90 3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 21,000

6 Mana Aarm Psh B!!"n Bh 2,000 Aarm Be Bh 2,000 8 Aarm 7ni$a!"r Lamp Bh 2,000 9 ire 7n!er$"me a$k Bh 2,000 10 <L Bh 3,000 11 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 22,000 12 7ns!aasi Mana Aarm Psh B!!"n ;A2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 Ma!eria Ban! "! 1,000


.1.9 Peker#aan ire Aarm is!em Lan!ai 1 B-5 >ni! 1,000 2 M%A / B A -

7% 10 PA7 @ 2 @ 0.6mm m 62,090

3 ermina B"@ Bh 1,000 m"ke *e!e$!"r Bh 1,000 i@e *e!e$!"r 5ea! *e!e$!"r Bh - 6 < *e!e$!"r empera!re 5ea! *e!e$!"r Bh 23,000 Mana Aarm Psh B!!"n Bh 2,000 8 Aarm Be Bh 2,000 9 Aarm 7ni$a!"r Lamp Bh 2,000 10 ire 7n!er$"me a$k Bh 2,000 11 <L Bh 2,000 12 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 2,000 13 7ns!aasi Mana Aarm Psh B!!"n ;A2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm Be ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 1 7ns!aasi Aarm 7ni$a!"r Lamp ;A 2 @ 1, PK% $"ni! Q 20 mm i!ik 2,000 16 Ma!eria Ban! "! 1,000


.1. ang Mesin Li:! 1 m"ke *e!e$!"r Bh 1,000 2 7ns!aasi *e!e$!"r ;A 2 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 1,000

■ Sub Total 8ire $larm Sistem /uang ,esin Lit



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

.1.8 es!ing %"mmissi"ning "! 1,000

■ Sub Total Testing ?ommissioning

> TT$L P+K+/0$$- 8*/+ $L$/,

.2 P/AA; <>;* M

.2.1 %en!ra "n +s!emPeraa!an >!ama

1 Mi@er Ampi:ier 20 Ia!! >ni! 1,000 2 P"'er Ampi:ier 20 Ia!! >ni! 2,000 3 Mig paging >ni! 3,000 a$king s+s!em >ni! 1,000 7n!erk"neksi B"@ >ni! 1,000 6 7ns!aasi Peraa!an >!ama L"! 1,000 7ns!aasi /abe mi$ an 7!$ 2@[email protected] ari resepsi"n"s ke 7n!erk"neksi b"@ m 31,80

■ Sub Total ?entral Sound S@stem

.2.2 Peker#aan "n +s!em Lan!ai *asar1 ermina B"@ >ni! 1,000

2 *ari M* - B-A - - ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 9,00

3 %eiing peaker E 3 Ia!! bh 1,000 A!!ena!"r bh ,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 1,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik ,000 Ma!eria Ban! "! 1,000

■ Sub Total Sound S@stem Lantai #asar

.2.3 Peker#aan "n +s!em Lan!ai 11 ermina B"@ >ni! 1,000 2 *ari M* - B-B

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 38,680 3 %eiing peaker E 3 Ia!! bh 11,000 A!!ena!"r bh ,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 11,000

6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik ,000 Ma!eria Ban! "! 1,000

■ Sub Total Sound S@stem Lantai 1

.2. Peker#aan "n +s!em Lan!ai 21 ermina B"@ >ni! 1,000 2 *ari M* - B-% -

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 3,00 3 %eiing peaker E 3 Ia!! bh 11,000 A!!ena!"r bh ,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 11,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik ,000 Ma!eria Ban! "! 1,000


.2. Peker#aan "n +s!em Lan!ai 31 ermina B"@ >ni! 1,000 2 *ari M* - B-*

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m ,100 3 %eiing peaker E 3 Ia!! bh 12,000 A!!ena!"r bh 8,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 12,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik 8,000 Ma!eria Ban! "! 1,000

■ Sub Total Sound S@stem Lantai &

.2.6 Peker#aan "n +s!em Lan!ai 1 ermina B"@ >ni! 1,000 2 *ari M* - B-*

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 1,280 3 %eiing peaker E 3 Ia!! bh 1,000

A!!ena!"r bh 6,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 1,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik 6,000 Ma!eria Ban! "! 1,000

■ Sub Total Sound S@stem Lantai



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.2. Peker#aan "n +s!em Lan!ai 1 ermina B"@ >ni! 1,000 2 *ari M* - B-* -

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m ,80 3 %eiing peaker E 3 Ia!! bh 10,000

A!!ena!"r bh 6,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 10,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik 6,000 Ma!eria Ban! "! 1,000

■ Sub Total Sound S@stem Lantai '

.2.8 Peker#aan "n +s!em Lan!ai 61 ermina B"@ >ni! 1,000 2 *ari M* - B-* -

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 9,680 3 %eiing peaker E 3 Ia!! bh 1,000 A!!ena!"r bh 8,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 1,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik 8,000 Ma!eria Ban! "! 1,000


.2.9 Peker#aan "n +s!em Lan!ai 1 ermina B"@ >ni! 1,000 2 *ari M* - B-*

- ;M5 3 @ 2.mm² %"ni! *ia. 20 mm m 62,830 3 %eiing peaker E 3 Ia!! bh 10,000 A!!ena!"r bh 3,000 7ns!aasi %eiing peaker ;M5 3 @ 1, mm2 PK% %"ni! Q 20 mm i!ik 10,000 6 7ns!aasi A!!ena!"r ;M5 3 @ 1.mm PK% %"ni! 20mm i!ik 3,000 Ma!eria Ban! "! 1,000


.2.10 es!ing %"mmisi"ning s 1,000

■ Sub Total Testing ?ommisioning

> TT$L P+K+/0$$- S-# S=ST+,

.3 P/AA; %%K M.3.1 %%K +s!em

%enra %"n!r"er %%K1 16 %hanne *igi!a Kie" e$"ring (*K) >ni! 3,000 2 Pengaaan ma!eria an 7ns!aasi peraa!an !ama Ls 1,000 3 Me#a m"ni!"ring engkap krsi (arg"n"mi$ $hairs) min.3 ni! Ls 1,000 0 L* K >ni! 1,000 P% Kie" *i?ier ":!'are %"n!r" "! 1,000

■ Sub Total ??T S@stem

.3.2 Peker#aan 7ns!aasi %%K1 Peker#aan 7ns!aasi %%K Lan!ai *asar

*"m i@e +pe %amera e! 6,000

7ns!aasi %%K i!ik 6,000

2 Peker#aan 7ns!aasi %%K Lan!ai 1*"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

3 Peker#aan 7ns!aasi %%K Lan!ai 2*"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

Peker#aan 7ns!aasi %%K Lan!ai 3*"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

Peker#aan 7ns!aasi %%K Lan!ai *"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

6 Peker#aan 7ns!aasi %%K Lan!ai *"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000



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Peker#aan 7ns!aasi %%K Lan!ai 6*"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

8 Peker#aan 7ns!aasi %%K Lan!ai

*"m i@e +pe %amera e! ,000 7ns!aasi %%K i!ik ,000

.3.3 es!ing %"mmissi"ning "! 1,000

■ Sub Total Testing ?ommissioning

> TT$L P+K+/0$$- ??T

P/AA; 7;ALA7 *AA

Peker#aan 7ns!aasi *a!a Lan!ai *asar1 I7%5 5>B 2 P< >ni! 1,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 23,000

7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh 23,000

■ Sub Total *nstalasi #ata Lantai #asar

Peker#aan 7ns!aasi *a!a Lan!ai 11 I7%5 5>B 2 P< a$k >ni! ,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 8,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh 8,000

■ Sub Total *nstalasi #ata Lantai 1

Peker#aan 7ns!aasi *a!a Lan!ai 21 I7%5 5>B 2 P< a$k >ni! ,000

2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 8,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh 8,000


Peker#aan 7ns!aasi *a!a Lan!ai 31 I7%5 5>B 2 P< a$k >ni! ,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k ,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh ,000

■ Sub Total *nstalasi #ata Lantai &

Peker#aan 7ns!aasi *a!a Lan!ai (3A)1 I7%5 5>B 2 P< a$k >ni! 3,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 9,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh 9,000

■ Sub Total *nstalasi #ata Lantai 4&$5

Peker#aan 7ns!aasi *a!a Lan!ai 1 I7%5 5>B 2 P< a$k >ni! ,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 101,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000

6 <!e! a!a bh 101,000

■ Sub Total *nstalasi #ata Lantai '



& ' 6 ( ) '1

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4/5Satuan olume

0umlah arga

4/5-o.

Peker#aan 7ns!aasi *a!a Lan!ai 61 I7%5 5>B 2 P< a$k >ni! ,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k ,000

7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh ,000


Peker#aan 7ns!aasi *a!a Lan!ai 1 I7%5 5>B 2 P< a$k >ni! 1,000 2 ak 'i!$h 5b >ni! 1,000 3 /abe >P %a! 6 ari 'i!$h hb L! asar ke er?er PK% %"ni! 20mm !!k 1,000 7ns!aasi /abe >P %a! 6 ari "!e! a!a ke s'i!$h hb PK% %"ni! 20mm !!k 22,000 7ns!aasi P"'er s'i!$h hb /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 6 <!e! a!a bh 22,000


> TT$L P+K+/0$$- *-ST$L$S* #$T$

P/AA; 7;ALA7 LP<;

Peker#aan 7ns!aasi ep"n Lan!ai *asarPeraa!an >!ama ep"n

1 M* 200 pair ni! 1,000 2 ermina B"@ ep"n bh 1,000 3 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m 9,20 7ns!aasi P"'er PABG /abe ;M 3 @ 2.mm in PK% $"ni! 20mm !!k 1,000 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 23,000 6 <!e! !ep"n bh 23,000

■ Sub Total *nstalasi Teleon Lantai #asar

Peker#aan 7ns!aasi ep"n Lan!ai 11 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m 38,680 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 22,000

<!e! !ep"n bh 22,000

■ Sub Total *nstalasi Teleon Lantai 1

Peker#aan 7ns!aasi ep"n Lan!ai 21 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m 2,880 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 22,000 <!e! !ep"n bh 22,000


Peker#aan 7ns!aasi ep"n Lan!ai 31 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m ,080 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 2,000 <!e! !ep"n bh 2,000

■ Sub Total *nstalasi Teleon Lantai &

Peker#aan 7ns!aasi ep"n Lan!ai 1 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m ,80 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 13,000 <!e! !ep"n bh 13,000

■ Sub Total *nstalasi Teleon Lantai '

Peker#aan 7ns!aasi ep"n Lan!ai 61 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m 9,680 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k 9,000 <!e! !ep"n bh 9,000




& ' 6 ( ) '1

raian Pekerjaan

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arga Satuan

4/5Satuan olume

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Peker#aan 7ns!aasi ep"n Lan!ai 1 ermina B"@ ep"n bh 1,000 2 7ns!aasi /abe M!i Pair 0 @ 0.6mm in PK% %"ni! 20mm m 62,830 3 7ns!aasi /abe 7% 2@[email protected] PK% $"ni! 20mm !!k ,000 <!e! !ep"n bh ,000


> TT$L P+K+/0$$- *-ST$L$S* T+LP-

. P;A;/AL P7Pengaaan an pemasangan peraa!an !ama engkap enganan berik! perengkapann+a, ases"ries an ma!eria ban!ainn+a sesai gambar an spesi:ikasi !eknik

1 Air ermina +pe e$!r"s!a!i$ ar+ !reamer rais 100 m ni! 1,000 engkap !erpasang, beser!a pipa a?anis ia 2Jn!k pen+angga an !angga se!inggi 6 me!er ia!as a!apbangnan !er!inggi

2 /abe Penghan!ar %"a@ia engan *"be hiee 0 mm2 m 80,000 3 Bak k"n!r" engan kran 0 @ 0 G 60 $m ni! 1,000 r"ning r" 4 pen!anahan, sesai gambar ni! 1,000 B"@ es! Link bh 1,000 6 <bs!r$!i"n amp L* amp ni! 1,000 7ns!aasi <bs!r$!i"n amp, ; 3@2,mm2 !!k 1,000 8 Ma!eria ban! an!ara ain E

- 7P, /em, Mr ba!, %ipper r"", Iasher "! 1,000 9 Bia+a !es! pen!anahan "! 1,000

■ Sub Total Pekerjaan Penagkal Petir

> TT$L P+K+/0$$- P+-$-GK$L P+T*/

> TT$L P+K+/0$$- +L+KT/-*K

6 P+K+/0$$- ,+K$-*K$L

6.1 P+K+/0$$- T$T$ #$/$

6.1.1 Peker#aan a!a >ara Lan!ai *asar7 Peker#aan Peraa!an >!ama A%

1 7>4<> *1, an *3 se! 2,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> *2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

3 Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> *1 m 20,600 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> *2 m 1,30 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> *3 m 13,110 Pipa *rain Pipa PK% AI 1J 7> *1 m 12,90 7nsa!i"n Pipa PK% AI 1J 7> *1 m 12,90 Pipa *rain Pipa PK% AI 1J 7> *2 m 9,00 7nsa!i"n Pipa PK% AI 1J 7> *2 m 9,00 Pipa *rain Pipa PK% AI 1J 7> *3 m ,80 7nsa!i"n Pipa PK% AI 1J 7> *3 m ,80 Pipa *rain Pipa PK% AI 3J paa riser m 3,000 7nsa!i"n Pipa *rain Pipa PK% AI 3J paa riser m 3,000 /abe /"n!r" ;M G mm² @ 2. mm² 7> *1 m 20,600 /abe /"n!r" ;M G mm² @ 2. mm² 7> *2 m 1,30 /abe /"n!r" ;M G mm² @ 2. mm² 7> *3 m 13,110 /abe P"'er ; @ 6 mm² m 136,860 /abe r"ning >ni! ;A 1 @ 2, mm² m 136,860

Peker#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> *1 m² ,90 7n!aasi *$!ing 7> *2 m² ,90 7n!aasi *$!ing 7> *3 m² 6,160 7ns!aasi *$!ing BL n!k :resh air m² 1,900 e@ibe "n *$! k. 10J m 10,000 pig"!h Air *e::ser m² 10,990 B"@ *e::ser m² 22,00



& ' 6 ( ) '1

raian Pekerjaan

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arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Peker#aan rieA* k. 12 J @ 12 J bah 1,000 A* k. 10 J @ 10 J bah 18,000 A k 22 J @ 12 J bah 9,000 A k 20 J @ 10 J bah ,000

A k 16 J @ 8 J bah ,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000

6 @has! an ( ) ni! ,000 - +pe E %eiing an

Airan >ara E 300 %M!a!i$ Press. E 0,2 7; I/arak!eris!ik E 220420 K , 1 Ph , 0 5Oermask hanger4kan, "ngk"s pasang,

resh Airan ( A) ni! 1,000 - +pe E %abine! an *$!

Airan >ara E 1.300 %M!a!i$ Press. E 0,2 7; I/arak!eris!ik E 220420 K , 1 Ph , 0 5Oermask hanger4kan, "ngk"s pasang,

■ Sub Total Pekerjaan Tata dara Lantai #asar

6.1.2 Peker#aan a!a >ara Lan!ai 17 Peker#aan Peraa!an >!ama A%

Pengaaan an pemasangan ni! A% engkap engan penggan!ng ana$$ess"ries

1 7>4<> L1-1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> L1 - 2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

3 7>4<> L.1-3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

Peker#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> *1 m 20,190 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> *2 m 16,80 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> *3 m 1,10 Pipa *rain Pipa PK% AI 1J 7> L1 -1 m 1,020 7nsa!i"n Pipa *rain PK% AI 1J 7> L1-1 m 1,020 Pipa *rain Pipa PK% AI 1J 7> L1 -2 m 10,380 7nsa!i"n Pipa *rain PK% AI 1J 7> L1-2 m 10,380 Pipa *rain Pipa PK% AI 1J 7> L1 -3 m ,360 7nsa!i"n Pipa *rain PK% AI 1J 7> L1-3 m ,360 /abe /"n!r" ;M G mm² @ 2. mm² 7> L1-1 m 20,190 /abe /"n!r" ;M G mm² @ 2. mm² 7> L1-2 m 16,80 /abe /"n!r" ;M G mm² @ 2. mm² 7> L1-3 m 1,10 /abe P"'er ; @ 6 mm² m 86,80 /abe P"'er ; @ 10 mm² m ,20 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

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Peker#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L1-1 m² 8,000 7n!aasi *$!ing 7> L1-2 m² 60,60 7n!aasi *$!ing 7> L1-3 m² 9,230 7ns!aasi *$!ing BL n!k :resh air m² 11,920

e@ibe "n *$! k. 10J m 11,000 pig"!h Air *e::ser m² 1,60 B"@ *e::ser m² 30,080

6 Peker#aan rieA* k. 12 J @ 12 J bah 10,000 A* k. 10 J @ 10 J bah 3,000 A k 22 J @ 12 J bah ,000 A k 20 J @ 10 J bah ,000 A k 16 J @ 8 J bah 19,000 A k 12 J @ 8 J bah 2,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000

@has! an ( ) ni! ,000 - +pe E %eiing an


8 resh Airan ( A) ni! 1,000 - +pe E %abine! an *$!


■ Sub Total Pekerjaan Tata dara Lantai 1

6.1.3 Peker#aan a!a >ara Lan!ai 27 Peker#aan Peraa!an >!ama A%Pengaaan an pemasangan ni! A% engkap engan penggan!ng ana$$ess"ries

1 7>4<> L.2-1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> L2 -2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405O

e:rigeran! E 0%3 7>4<> L2-3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L2-1 m 20,190 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L2-2 m 16,80 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> L2-3 m 1,130 Pipa *rain Pipa PK% AI 1J 7> L2-1 m 1,020 7nsa!i"n Pipa *rain Pipa PK% 1J 7> L2-1 m 1,020 Pipa *rain Pipa PK% AI 1J 7> L2-2 m 10,380 7nsa!i"n Pipa *rain Pipa PK% 1J 7> L2-2 m 10,380 Pipa *rain Pipa PK% AI 1J 7> L2-3 m ,360 7nsa!i"n Pipa *rain Pipa PK% 1J 7> L2-3 m ,360

/abe /"n!r" ;M G mm² @ 2. mm² 7> L2-1 m 20,190 /abe /"n!r" ;M G mm² @ 2. mm² 7> L2-2 m 16,80 /abe /"n!r" ;M G mm² @ 2. mm² 7> L2-3 m 1,130 /abe P"'er ; @ 6 mm² m 86,80 /abe P"'er ; @ 10 mm² m ,20 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Penger#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L2-1 m² 6,690 7n!aasi *$!ing 7> L2-2 m² 60,90 7n!aasi *$!ing 7> L2-3 m² 9,230 7ns!aasi *$!ing BL n!k :resh air m² 11,10


6 Penger#aan rieA* k. 12 J @ 12 J bah 13,000 A* k. 10 J @ 10 J bah 30,000 A k 22 J @ 12 J bah ,000 A k 20 J @ 10 J bah 6,000 A k 16 J @ 8 J bah 1,000 A k 12 J @ 8 J bah 1,000 A k. 10J @10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ Sub Total Pekerjaan Tata dara Lantai 2

6.1. Peker#aan a!a >ara Lan!ai 37 Peker#aan Peraa!an >!ama A%Pengaaan an pemasangan ni! A% engkap engan penggan!ng ana$$ess"ries

1 7>4<> L3 -3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> , L3-2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

3 7>4<> , L3-1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

Peker#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> L2-3 m 20,190 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L3-2 m 16,80 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L3-1 m 1,130 Pipa *rain Pipa PK% AI 1J 7> L3-1 m 1,060 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3-1 m 1,060 Pipa *rain Pipa PK% AI 1J 7> L3-2 m 10,380 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3-2 m 10,380 Pipa *rain Pipa PK% AI 1J 7> L3-3 m ,360 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3-3 m ,360 /abe /"n!r" ;M G mm² @ 2. mm² 7> L3-1 m 20,190

/abe /"n!r" ;M G mm² @ 2. mm² 7> L3-2 m 16,80 /abe /"n!r" ;M G mm² @ 2. mm² 7> L3-3 m 1,130 /abe P"'er ; @ 6 mm² m 86,80 /abe P"'er ; @ 10 mm² m ,20 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Peker#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L3-1 m² 0,080 7n!aasi *$!ing 7> L3-2 m² 6,00 7n!aasi *$!ing 7> L3-3 m² 88,90 7ns!aasi *$!ing BL n!k :resh air m² 11,830


6 Peker#aan rieA* k. 12 J @ 12 J bah 3,000 A* k. 10 J @ 10 J bah ,000 A k 22 J @ 12 J bah ,000 A k 20 J @ 10 J bah 3,000 A k 16 J @ 8 J bah 20,000 A k 12 J @ 8 J bah 1,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ Sub Total Pekerjaan Tata dara Lantai &

6.1. Peker#aan a!a >ara Lan!ai 43A7 Peker#aan Peraa!an >!ama A%

1 7>4<> L3A -1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%*a+a Lis!rik E 11. /I43800K43ph405O

2 7>4<> L3A-2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

3 7>4<> L3A -3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

Peker#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L3A-1 m 20,190 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L3A-2 m 16,80 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> L2-3 m 1,10 Pipa *rain Pipa PK% AI 1J 7> L3A-1 m 12,80 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3A-1 m 12,80 Pipa *rain Pipa PK% AI 1J 7> L3A-2 m 8,080 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3A-2 m 8,080 Pipa *rain Pipa PK% AI 1J 7> L3A-3 m 6,190

7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L3A-3 m 6,190 /abe /"n!r" ;M G mm² @ 2. mm² 7> L3A-1 m 20,190 /abe /"n!r" ;M G mm² @ 2. mm² 7> L3A-2 m 16,80 /abe /"n!r" ;M G mm² @ 2. mm² 7> L3A-3 m 1,10 /abe P"'er ; @ 6 mm² m 88,830 /abe P"'er ; @ 10 mm² m 3,30 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Peker#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L3A-1 m² 68,300 7n!aasi *$!ing 7> L3A-2 m² 89,600 7n!aasi *$!ing 7> L3A-3 m² 2,90 7ns!aasi *$!ing BL n!k :resh air m² 10,80


6 Peker#aan rieA* k. 12 J @ 12 J bah 1,000 A* k. 10 J @ 10 J bah 2,000 A k 16 J @ 8 J bah 2,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ Sub Total Pekerjaan Tata dara Lantai &$

6.1.6 Peker#aan a!a >ara Lan!ai 7 Peker#aan Peraa!an >!ama A%

1 7>4<> L -3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> , L-2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

3 7>4<> , L-1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45

+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> L2-3 m 20,190 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L-2 m 16,80 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L-1 m 1,10 Pipa *rain Pipa PK% AI 1J 7> L-1 m 13,100 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-1 m 13,100 Pipa *rain Pipa PK% AI 1J 7> L-2 m ,320 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-2 m ,320 Pipa *rain Pipa PK% AI 1J 7> L-3 m ,10 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-3 m ,10 /abe /"n!r" ;M G mm² @ 2. mm² 7> L-1 m 20,190 /abe /"n!r" ;M G mm² @ 2. mm² 7> L-2 m 16,80 /abe /"n!r" ;M G mm² @ 2. mm² 7> L-3 m 1,10

/abe P"'er ; @ 6 mm² m 86,80 /abe P"'er ; @ 10 mm² m ,20 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

raian Pekerjaan

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arga Satuan

4/5Satuan olume

0umlah arga

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Penger#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L-1 m² 6,880 7n!aasi *$!ing 7> L-2 m² 61,680 7n!aasi *$!ing 7> L-3 m² 6,20 7ns!aasi *$!ing BL n!k :resh air m² 9,0


6 Penger#aan rieA* k. 12 J @ 12 J bah 2,000 A* k. 10 J @ 10 J bah 1,000 A k 16 J @ 8 J bah 21,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ Sub Total Pekerjaan Tata dara Lantai '

6.1. Peker#aan a!a >ara Lan!ai 67 Peker#aan Peraa!an >!ama A%

Pengaaan an pemasangan ni! A% engkap engan penggan!ng an

a$$ess"ries

1 7>4< 6 - 3 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> , L 6 - 2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

3 7>4<> L 6 - 1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 10.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 16.8 /I4380K43ph405Oe:rigeran! E 0%

Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L6-3 m 18,60 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L6-2 m 16,10 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 48J 7> L6-1 m 8,860 Pipa *rain Pipa PK% AI 1J 7> L6-1 m ,820 7nsa!i"n Pipa *rain Pipa PK% AI1J 7> L6-1 m ,820 Pipa *rain Pipa PK% AI 1J 7> L6-2 m ,110 7nsa!i"n Pipa *rain Pipa PK% AI1J 7> L6-2 m ,110 Pipa *rain Pipa PK% AI 1J 7> L6-3 m 10,980 7nsa!i"n Pipa *rain Pipa PK% AI1J 7> L6-3 m 10,980

/abe /"n!r" ;M G mm² @ 2. mm² 7> L6-1 m 18,60 /abe /"n!r" ;M G mm² @ 2. mm² 7> L6-2 m 16,10 /abe /"n!r" ;M G mm² @ 2. mm² 7> L6-3 m 8,860 /abe P"'er ; @ 6 mm² m 89,00 /abe P"'er ; @ 10 mm² m 3,310 /abe r"ning >ni! ;A 1 @ 2, mm² m 132,360



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Penger#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L6-1 m² 91,0 7n!aasi *$!ing 7> L6-2 m² 80,080 7n!aasi *$!ing 7> L6-3 m² 0,110 7ns!aasi *$!ing BL n!k :resh air m² 9,860


6 Penger#aan rieA* k. 12 J @ 12 J bah 10,000 A* k. 10 J @ 10 J bah 32,000 A k 22 J @ 12 J bah ,000 A k 20 J @ 10 J bah 1,000 A k 16 J @ 8 J bah 3,000 A k 12 J @ 8 J bah 1,000 A k. 10J @ 10J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ b "!a Peker#aan a!a >ara Lan!ai 6

6.1. Peker#aan a!a >ara Lan!ai 7 Peker#aan Peraa!an >!ama A%

Pengaaan an pemasangan ni! A% engkap engan penggan!ng ana$$ess"ries

1 7>4<> , L - 2 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

2 7>4<> L - 1 se! 1,000 ipe 7n""r E pi! *$! /apasi!as Peninginan E 100.000B>45+pe 7n""r MAL 100 an <!""r KL 100*a+a Lis!rik E 11.80 /I4380K43ph405O

e:rigeran! E 0%3 7>4<> , L - 3 se! 1,000

ipe 7n""r E pi! *$! /apasi!as Peninginan E 12.000B>45+pe 7n""r MAL 12 an <!""r KL 12*a+a Lis!rik E 12.6 /I4380K43ph405Oe:rigeran! E 0%

Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L-1 m 2,800 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L-2 m 21,30 Pipa embaga engan 7nsa!i"n 2 mm E 48J 1 348J 7> L-3 m 1,880 Pipa *rain Pipa PK% AI 1J 7> L-1 m 1,0 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-1 m 1,0 Pipa *rain Pipa PK% AI 1J 7> L-2 m 11,630 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-2 m 11,630 Pipa *rain Pipa PK% AI 1J 7> L-3 m ,330 7nsa!i"n Pipa *rain Pipa PK% AI 1J 7> L-3 m ,330

/abe /"n!r" ;M G mm² @ 2. mm² 7> L-1 m 2,800 /abe /"n!r" ;M G mm² @ 2. mm² 7> L-2 m 21,30 /abe /"n!r" ;M G mm² @ 2. mm² 7> L-3 m 1,880 /abe P"'er ; @ 6 mm² m 133,00 /abe r"ning >ni! ;A 1 @ 2, mm² m 133,00



& ' 6 ( ) '1

raian Pekerjaan

2

arga Satuan

4/5Satuan olume

0umlah arga

4/5-o.

Penger#aan 7s!aasi *$!ing engan P"+re!hane7n!aasi *$!ing 7> L-1 m² ,80 7n!aasi *$!ing 7> L-2 m² 0,30 7n!aasi *$!ing 7> L-3 m² 62,680 7ns!aasi *$!ing BL n!k :resh air m² 10,910


6 Penger#aan rieA* k. 12 J @ 12 J bah 2,000 A* k. 10 J @ 10 J bah 8,000 A k 20 J @ 10 J bah 12,000 A k 16 J @ 8 J bah ,000 A k 12 J @ 8 J bah ,000 A k. 16J @ 12J bah 1,000 ri *amper k. 8J @ 8J bah 3,000





■ b "!a Peker#aan a!a >ara Lan!ai

1 ang Mesin Li:! Passenger e! 2,000 ipe 7n""r E pi! Ia/apasi!as Peninginan E 12000 B>45*a+a Lis!rik E 1300Ia!!4220K41ph405O

2 Penger#aan 7ns!aasi Pipa berik! kabe k"n!r" an Akses"risPipa embaga engan 7nsa!i"n 2 mm E 142J 14J 7> L-1 m 2,300 Pipa embaga engan 7nsa!i"n 2 mm E 142J 14J 7> L-2 m 1,800 /abe /"n!r" ;M 2 @ 1. mm² m 2,300 /abe /"n!r" ;M 2 @ 1. mm² m 1,800 /abe P"'er ; @ 2. mm² m ,360

3 Peker#aan Pressre Air angga *arra! - Air Pressre 10.000 %M ni! 1,000 - *$!ing BL (ermask 7ns!aasi) m2 20,000 - A >k. 12J @ 8J bah ,000

■

b "!a Peker#aan a!a >ara ang Mesin Li:!

6.1.9 es!ing & %"mmissi"ning Ls 1,000

■ b "!a Peker#aan es!ing & %"mmissi"ning

' > TT$L P+K+/0$$- T$T$ #$/$

6.2 P+K+/0$$- *-ST$L$S* PL,%*-G

6.2.1 P+K+/0$$- P+/$L$T$- T$,$ PL,%*-G

1 B"s!er Pmp (BP - 01 ) se! 2,000 +pe E B""s!er Pmp Pa$kage/apasi!as E 111 L4mn! "!a 5ea E 2 Me!er"!a *a+a E 2.0 kI

2 "": Ia!er ank se! ,000 /apasi!as E 10 M

Ma!eria E P PaneLengkap p"nasi kan reser?"ir, in4"! :"', ?a?e, a$$ess"ries

■ b "!a Peraa!an >!ama Pmbing



& ' 6 ( ) '1

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arga Satuan

4/5Satuan olume

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6.2.2 Peker#aan Pemipaan Lan!ai *asar1 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries

*ia.1 M 10,80 *ia.20 M ,090

*ia.0 M 93,20 *ia. M ,10 i!!ing "! 1,000

2 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries*ia.0 M ,830 *ia. M ,10 *ia.100 M 63,300 *ia.10 M 20,210 i!!ing "! 1,000

3 Pipa Ken!, PK% - %ass AI*ia.32 M 30,980 *ia.0 M 8,60 *ia. M ,10 i!!ing L"! 1,000

""r *rain an %ean <! - %ean <! ai. 0 mm bh 3,000 - %ean <! ia. 100 mm bh ,000

Ka?e- a!e Ka?e ia. 0 bh ,000

6 Ma!eria ban! L"! 1,000

7ns!aasi Air Panas- Ia!erhea!er kap 1 i!er ni! 3,000 - Pipa 1mm PG P; 12, *ia. 1 mm m 10,80 - eang e@ibe *ia. 1 mm bah 2,000

8 Pemipaan Lar eng8.a 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries ari *ep'ee ke I

- *ia. 0mm m ,030

- *ia. 0mm %I m 3,600 - *ia. 0mm I m 3,600

8.b 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries- *ia. 100mm m 210,620 - *ia. 10mm m 80,80 - %ean <! *ia. 100mm ni! 3,000 - %ean <! *ia. 10mm ni! 3,000 - aian an Pengrgan m3 190,000

■ b "!a Pemipaan Lan!ai *asar

6.2. Peker#aan Pemipaan Lan!ai 11 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries

*ia.1 M ,320 *ia.20 M ,200 *ia.0 M 82,00 *ia. M 16,800 i!!ing "! 1,000

2 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries*ia.0 M 100,980 *ia.100 M 6,310 *ia.10 M 8,00 i!!ing "! 1,000

3 Pipa Ken!, PK% - %ass AI*ia.32 M 38,90 *ia.0 M 1,90 *ia. M 8,00 i!!ing L"! 1,000

""r *rain an %ean <! - %ean <! ai. 0 mm bh 3,000 - %ean <! ia. 100 mm bh ,000




& ' 6 ( ) '1

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arga Satuan

4/5Satuan olume

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7ns!aasi Air Panas- Ia!erhea!er kap 1 i!er ni! 3,000 - Pipa 1mm PG P; 12, *ia. 1 mm m ,80

- eang e@ibe *ia. 1 mm bah 3,000

■ b "!a Pemipaan Lan!ai 1

6.2. Peker#aan Pemipaan Lan!ai 2 & 31 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries

*ia.1 M 10,630 *ia.20 M 1,380 *ia.0 M 16,080 *ia. M 33,600 i!!ing "! 2,000

2 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries*ia.0 M 201,960 *ia.100 M 128,610 *ia.10 M 16,800 i!!ing "! 2,000

3 Pipa Ken!, PK% - %ass AI*ia.32 M ,90 *ia.0 M 103,880 *ia. M 16,800 i!!ing L"! 2,000

""r *rain an %ean <! - %ean <! ai. 0 mm bh 6,000 - %ean <! ia. 100 mm bh 8,000

Ka?e- a!e Ka?e ia. 0 bh 8,000

- 6 Ma!eria ban! L"! 2,000

7ns!aasi Air Panas

- Ia!erhea!er kap 1 i!er ni! 6,000 - Pipa 1mm PG P; 12, *ia. 1 mm m 11,00 - eang e@ibe *ia. 1 mm bah 6,000

■ b "!a Pemipaan Lan!ai 2 & 3

6.2.6 Peker#aan Pemipaan Lan!ai , & 61 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries

*ia.1 M 22,90 *ia.20 M 231,80 *ia.0 M 296,30 *ia. M 0,00 i!!ing "! 3,000

2 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries*ia.0 M 302,90 *ia.100 M 192,920

*ia.10 M 2,200 i!!ing "! 3,000

3 Pipa Ken!, PK% - %ass **ia.32 M 302,90 *ia.0 M 1,820 *ia. M 2,200 i!!ing L"! 3,000

""r *rain an %ean <! - %ean <! ai. 0 mm bh 9,000 - %ean <! ia. 100 mm bh 12,000

Ka?e- a!e Ka?e ia. 0 bh 12,000


7ns!aasi Air Panas- Ia!erhea!er kap 1 i!er ni! 9,000 - Pipa 1mm PG P; 12, *ia. 1 mm m 1,0 - eang e@ibe *ia. 1 mm bah 9,000

■ b "!a Pemipaan Lan!ai , & 6



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6.2. Peker#aan Pemipaan Lan!ai 1 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries

*ia.1 M ,320 *ia.20 M ,190 *ia.0 M 98,80

*ia. M 16,800 i!!ing "! 1,000

2 7ns!aasi Pipa Air /"!"r,Bekas PK% - %ass AI engkap engan penggan!ng an A$$ess"ries*ia.0 M 100,980 *ia.100 M 60,110 *ia.10 M ,200 i!!ing "! 1,000

3 Pipa Ken!, PK% - %ass **ia.32 M 3,80 *ia.0 M ,10 *ia. M 8,00 i!!ing L"! 1,000

""r *rain an %ean <! - %ean <! ai. 0 mm bh 3,000

- %ean <! ia. 100 mm bh ,000


- 6 Ma!eria ban! L"! 1,000

7ns!aasi Air Panas- Ia!erhea!er kap 1 i!er ni! 3,000 - Pipa 1mm PG P; 12, *ia. 1 mm m ,80 - eang e@ibe *ia. 1 mm bah 3,000

■ b "!a Pemipaan Lan!ai

6.2.8 iser an Lan!ai A!ap

1 Pipa egak Air 5#an, PK% - AI

- *ia. 10 M 69,620 - i!!ing "! 1,000

2 7ns!aasi Pipa Air Bersih 7P Meim engkap engan penggan!ng an A$$ess"ries Mainine "ie! 1 an!ai - *ia. 0mm m 62,820 - *ia. mm m 62,820

3 7ns!aasi Pipa Air 5#an aman an Area "!""r a$ (! 1 s ) PK% AI- *ia. 0mm m ,20 - *ia. 100mm m 69,20 - "": *rain 100mm bh ,000

7ns!aasi Pipa ra?i!asi Air Bersih Baaik"!a ip Meim- Pipa 5eaer *ia. 100pan#ang 1, m se! 1,000 - *ia. mm m 91,0 - a!e Ka?e bh 2,000

7ns!aasi P"mpa B""s!er Pipa ip Meim an "": !ank- Pipa 5eaer *ia. 100pan#ang 1,8 m se! 1,000 - *ia.0mm m ,690 - *ia. mm m 18,30

6 7ns!aasi Pipa Air 5#an PK% AI- *ia. 10mm m 0,90 - *ia. 100mm m 6,690

Peraa!an Pipa- a!e Ka?e *ia. 0 bh 9,000 - a!e Ka?e *ia. bh 3,000 - %he$k Ka?e *ia. 0 bh ,000 - !rainer *ia.0 bh ,000 - eksibe "in! ia. 0 bh 8,000 - IL% bh 2,000 - "": *rain *ia. 100 bh 19,000 - eie: Ken! bh ,000


■ b "!a iser an Lan!ai A!ap



& ' 6 ( ) '1

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6.2.9 Pekerjaan Kekurangan GAT

Peraa!an >!ama Pmbing Ea. P"mpa *ei?er+ E- P"mpa *ei?er+ ke %ean Ia!er ank (r"":) e! 1,00

Type : Centrifugal End Suction

Kapasitas : 140 L/mnt

Total Head : 40 Meter Total aya : !"0 #$

P!aran/arak!eris!ikLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

- P"mpa *ei?er+ ke a' Ia!er ank (r"":) e! 2,00 Type : %ooster &ump &ac#aged

Kapasitas : 111 L/mnt

Total Head : '( Meter

Total aya : '"0 #$

P!aran/arak!eris!ikLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

b. mpi! e! 2,00 Type : Su)mersi)le &ump

Kapasitas : 1(0 L/mntTotal Head : 10 Meter

Total aya : 1*( #$

P!aranKara#teristi# : ''0/'!0 + * 1 &, * (0 H-

Lengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

$. Ia!er rea!men! Pan!Lengkap p"mpa :i!er, "sing p"mpa, peraa!an k"n!r" p"mpa, is!rik/abe ; @ mm², 7ns!aasi Pemipaan, me!eria a$$ess"ries, ?a?e-?a?e,

eb"', !ee-'a+, re$er, sea, ?"na!i"n pmp /-22, e!$- IP Pmp >ni! 2,000

+pe/apasi!as5ea"!a *a+aP!aran

/arak!eris!ikLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

- an i!er >ni! 1,00 - %arb"n i!er >ni! 1,00 - Pressre ank >ni! 1,00

Peraa!an >!ama ire igh!ing Ea. e$!ri$ ire 5+ran! Pmp >ni! 1,00

+pe E 10 @ 100 2/A/apasi!as E 1000 > PM5ea E 12 m"!a *a+a E 132 k' 4 380 K 4 0 5O 4 3 PhaseP!aran/arak!eris!ikLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

b. *iese ire Pmp >ni! 1,00 +pe E 10 @ 100 2/A/apasi!as E 1000 > PM5ea E 12 m"!a *a+a E 1 k' 4 380 K 4 0 5O 4 3 PhaseP!araneaLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"peraa!an ban!, assess"ries, .

$. "$ke+ Pmp >ni! 1,00 +pe E KM 18 - 10 411/apasi!as E 1 m34h5ea E 130 m"!a *a+a E 11 k' 4 380 K 4 0 5O 4 3 PhaseP!aran/arak!eris!ikLengkap engan kabe p"'er is!rik, kabe k"n!r", pane k"n!r"

peraa!an ban!, assess"ries, .. Pressre ank >ni! 1,00

+pe/apasi!as E 00 ! ek. /er#aes! ekananMa!eria



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Pemipaan >!ama Pmbing (ang P"mpa )A Pipa menggnakan a?aniOe 7r"n Pipe (7P) Meim %ass E- 5eaer ,iame!er 10 mm,PD18 M Bah 1,00 - *iame!er 10 mm M 8,00 - *iame!er 100 mm M 33,00

- *iame!er 6 mm M 16,00 - *iame!er 0 mmE M 60,00

B Peraa!an Ban! E- a!e Ka?e ,iame!er 100 mm Bah 3,00 - a!e Ka?e,iame!er 6 mm Bah 2,00 - !rainer,iame!er 6 mm Bah 12,00 - %he$k Ka?e,iame!er 6 mm Bah 12,00 - ""! Ka?e, iame!er 100 mm Bah 6,00 - ""! Ka?e, iame!er 0 mm Bah 1,00 - "en"i Ka?e, iame!er 100 mm Bah 3,00 - eksibe %"nne$!i"n ,iame!er 6 mm Bah 2,00 - Preassre age ($aa 2 kg4$m2) Bah 2,00 - An!i Ia!er 5ammering Bah 6,00 - IL% Bah ,00 - Assess"ries pipa (:i!!ing, !ee, eb"', re$er, ) "! 1,00 - 5anger, kem, bra$ke!4spp"r!, "! 1,00

Pemipaan >!ama ire igh!ing (ang P"mpa )A. Pipa menggnakan ba$k !ee Pipe (BP) $h.0- 5eaer iame!er 300 mm,PD 6 M M 8,00 - *iame!er 10 mm (*P & P) M ,00 - *iame!er 6 mm(P) M 11,00

B Peraa!an Ban! E- a!e Ka?e 20 /,iame!er 10 mm Bah 9,00 - a!e Ka?e 20 /,iame!er 6 mm Bah 2,00 - "be Ka?e 20 k ,iame!er 10 mm n!k a:e!+ Ka?e an PK Bah ,00 - a!e Ka?e 20 k ,iame!er 10 mm n!k a:e!+ Ka?e, M an PK Bah 10,00 - %he$k Ka?e 20 /,iame!er 10 mm Bah 2,00 - %he$k Ka?e 20 /,iame!er 6 mm Bah 1,00 - !rainer 20 /,iame!er 10 mm Bah 2,00 - !rainer 20 /,iame!er 6 mm Bah 1,00

- eksibe %"nne$!i"n ,iame!er 10 mm Bah ,00 - eksibe %"nne$!i"n ,iame!er 6 mm Bah 2,00 - ""! Ka?e ,iame!er 10 mm Bah 2,00 - ""! Ka?e ,iame!er 6 mm Bah 1,00 - a?e!+ Ka?e ,iame!er 10 mm Bah 1,00 - "' Me!er ,iame!er 10 mm Bah 1,00 - Pressre e$ing Ka?e ,iame!er 10 mm Bah ,00 - Main %"n!r" Ka?e , iame!er 10 mm Bah ,00 - Preassre age $aa 2 kg4$m 2 Bah ,00 - Preassre 'i!$h Bah 3,00 - Assess"ries pipa (:i!!ing, !ee, eb"', re$er, ) "! 1,00 - 5anger, kem, bra$ke!4spp"r!, "! 1,00

■ b "!a I

> TT$L P+K+/0$$- *-ST$L$S* PL,%*-G

6.& P+K+/0$$- P+,$#$, K+%$K$/$-

6.&.1 P+K+/0$$- *-ST$L$S* P+,$#$, K+%$K$/$-

6.&.1. *-ST$L$S* P*P$ 8*/+ =#/$-T < P*P$ SP/*-KL+/

A. 7;ALA7 P7PA 7 5*A; LA;A7 *AA1. Pipa Ba$k s!ee $h 0, 20 kg4$m² E

a. Pipa : 2 mm m 122,990 b Pipa : 32 mm m 1,00 $ Pipa : 0 mm m 6,830 Pipa : 6 mm m 2,10 e Pipa : 80 mm m 2,690 : Pipa : 100 mm m 2,0

g Pipa : 10. mm m 12,390 2. i!!ings, 7 20 / an a$$ess"ries s 1,000 2.a. 7ns!aasi Pipa Ba$k !ee $h 0, 20 kg4$m2. *ia. 0 mm *rain prinker (iser) m 33,900 2.b. 7ns!aasi Pipa Bagian Lar eng

Pipa Ba$k !ee $h 0, 20 kg4$m2 E- *ia. 0 mm m 3,600 - *ia. 10 mm m 1,190

Pengaaan an pemasangan Pipa BP s$he 0,AM A-120, paa penempa!an

!er!en! menggnakan sambngan ange an s$re'e, iengkapi engan hanger,

spp"r! kem an a$$ess"ries !ermask penge!esan & persiapan sis!em pipa :ire



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3. Ka?e, 7 20 / Ea. B!!er:+ ?a?e E

- B!!er:+ ?a?e : 100 mm p$s 1,000 . Bran$h %"n!r" Ka?e R 80 mm se! engkap engan !es! rain E p$s 1,000 . 5ea prinker !+pe penan! p$s 33,000 6 5+ran! b"@ in""r (1.20 mm @ 0 mm @ 180 mm), engkap engan E ni! 2,000

ire h"se gn ma$hin" $"ping siOe 0 mm @ 30 m 5"se n"OOe siOe 0 mm 5"se ra$k 0 mm 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 0 mm engan ma$hin" $"ping !+pe 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 6 mm engan ma$hin" $"ping !+pe

Aarm be 10 mm (2 K *%)Mana psh b!!"n 7ni$a!"r amp

ire e@!ingisher E ni! ,000 + E P"r!abe, 'a m"n!e bra$ke! Ag E M!iprp"se, r+ $hemi$aI E 3, /g

8 es!ing & $"mmissi"ning 7ns!aasi Pipa "! 1,000 9 Ma!eria ban! an %"s! rans:er "! 1,000

■ Sub Total Pekerjaan *nstalasi Pemadam Kebakaran Lantai #asar

B. 7;ALA7 P7PA 7 5*A; LA;A7 1 s4 31. Pipa Ba$k s!ee $h 0, 20 kg4$m² E

a Pipa : 2 mm m 316,20 b Pipa : 32 mm m 139,630 $ Pipa : 0 mm m 28,220 Pipa : 6 mm m 6,090 e Pipa : 80 mm m 89,0 : Pipa : 100 mm m ,280 g Pipa : 10 mm m 2,200

2. i!!ings, 7 20 / an a$$ess"ries s 3,000 3. Ka?e, 7 20 / E

a. B!!er:+ ?a?e E- B!!er:+ ?a?e : 100 mm p$s 3,000

. Bran$h %"n!r" Ka?e R 80 mm se! engkap engan !es! rain E p$s 3,000 . 5ea prinker !+pe penan! p$s 109,000 6 5+ran! b"@ in""r (1.20 mm @ 0 mm @ 180 mm), engkap engan E ni! 6,000

ire h"se gn ma$hin" $"ping siOe 0 mm @ 30 m

5"se n"OOe siOe 0 mm 5"se ra$k 0 mm 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 0 mm engan ma$hin" $"ping !+pe 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 6 mm engan ma$hin" $"ping !+pe


ire e@!ingisher E ni! 12,000 +pe E P"r!abe, 'a m"n!e bra$ke! Agen! E M!iprp"se, r+ $hemi$aIeigh! E 3, /g


■ Sub Total Pekerjaan *nstalasi Pemadam Kebakaran Lantai 1 sd &

%. 7;ALA7 P7PA 7 5*A; LA;A7 s4

1. Pipa Ba$k s!ee $h 0, 20 kg4$m² Ea. Pipa : 2 mm m 3,30 b Pipa : 32 mm m 9,390 $ Pipa : 0 mm m 31,930 Pipa : 6 mm m 6,0 e Pipa : 80 mm m 88,610 : Pipa : 100 mm m 6,0 g Pipa : 10 mm m 2,200



. Bran$h %"n!r" Ka?e R 80 mm se! engkap engan !es! rain E p$s 3,000 . 5ea prinker !+pe penan! p$s 101,000 6 5+ran! b"@ in""r (1.20 mm @ 0 mm @ 180 mm), engkap engan E ni! 6,000

ire h"se gn ma$hin" $"ping siOe 0 mm @ 30 m 5"se n"OOe siOe 0 mm

5"se ra$k 0 mm 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 0 mm engan ma$hin" $"ping !+pe 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 6 mm engan ma$hin" $"ping !+pe




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ire e@!ingisher E ni! 12,000 +pe E P"r!abe, 'a m"n!e bra$ke! Agen! E M!iprp"se, r+ $hemi$aIeigh! E 3, /g


■ Sub Total Pekerjaan *nstalasi Pemadam Kebakaran Lantai sd 6

*. 7;ALA7 P7PA 7 5*A; LA;A7 1. Pipa Ba$k s!ee $h 0, 20 kg4$m² E

a. Pipa : 2 mm m 128,10 b Pipa : 32 mm m 8,00 $ Pipa : 0 mm m ,90 Pipa : 6 mm m 21,690 e Pipa : 80 mm m 31,80 : Pipa : 100 mm m 2,830 g Pipa : 10 mm m 8,00



. Bran$h %"n!r" Ka?e R 80 mm se! engkap engan !es! rain E p$s 1,000

. 5ea prinker !+pe penan! p$s 33,000 6 5+ran! b"@ in""r (1.20 mm @ 0 mm @ 180 mm), engkap engan E ni! 2,000

ire h"se gn ma$hin" $"ping siOe 0 mm @ 30 m 5"se n"OOe siOe 0 mm 5"se ra$k 0 mm 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 0 mm engan ma$hin" $"ping !+pe 5+ran! Ange Ka?e (20 kg 4 $m² ) siOe 6 mm engan ma$hin" $"ping !+pe


ire e@!ingisher E ni! ,000 +pe E P"r!abe, 'a m"n!e bra$ke! Agen! E M!iprp"se, r+ $hemi$aIeigh! E 3, /g


■ Sub Total Pekerjaan *nstalasi Pemadam Kebakaran Lantai 7

■ Sub Total Pekerjaan *nstalasi Pemadam Kebakaran

> TT$L P+K+/0$$- P+,$#$, K+%$K$/$-

6. P/AA; L71 L7 P;>MPA; ni! 2,000

ngsi E Li:! Penmpang/apasi!as E 16 <rang/apasi!as E 1200 /g/e$epa!an E 3 me!er4 e!ikmah !"p E 8 !"p4 8 "peningP"'er pp. E2 /?a""mLess !+pe E200 @220mmLengkap A!"ma!i$ es$e *e?i$e ( A* ) an aa! ban!

3 Bia+a ins!aasi >ni! Li :! - Li:! Penmpang ni! 2,000

es!ing & %"mmissi"ning "! 1,000 H

■ Sub Total Pekerjaan Lit

> TT$L P+K+/0$$- L*8T

> TT$L P+K+/0$$- ,+K$-*K$L

> TT$L P+K+/0$$- ,+K$-*K$L +L+KT/*K$L #$- +L+KT/-*K

7 P+K+/0$$- PA+/ S+

7!1 P+K+/0$$- ,+K$-*K$L #$- +L+KT/*K$L

7 P;AMB>;A; *AA PL;1 Bia+a Penambahan *a+a BP->L 20/KA 7ns!aasi es!ing %"misi"ning Ls 1,000

■ Sub Total Pen@ambungan #a@a PL-

> TT$L P+K+/0$$- PA+/ S+



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B P+K+/0$$- *-ST$L$S* S+A$G+ T/+$T,+-T PL$-T 4Sistem %* Tank Aith ,edia5

B!1 P+K+/0$$- ?**L

7 Peker#aan Penahan- Pek. Pengkran an Pemasangan B"pank m 16,000

Sub. Total *

77. Peker#aan anah an P"nasi- Pek. aian anah P"nasi m 82,390 - Pek. >rgan ir! - ipaa!kan m 1,800 - Pek. >rgan anah /embai m 82,90

Sub. Total ** 3

777. Peker#aan Be!"n, Besi an Bekis!ing - F Pek. L!. /er#a !D $m, %amp. 1E3E m 0,900

- F P"nasi Be!"n 300 @ 600 @ 20 -

- Be!"n / 300 m 3,600 - Iiremesh M8 kg 112,680 - Bekis!ing P"nasi m² 3,600

Sub. Total *** 3

7K. Peker#aan mah P"mpa B"'er - F P"nasi be!"n 310 @ 310 @ 130 mm -

- Be!"n i!e Mi@ %amp 1 E 3 E m 0,820 - Iiremesh M8 kg 39,190 - Bekis!ing P"nasi m² 1,860

F mah B"'er - - Peker#aan ining ba!a ringan !D10$m m² 16,30 - Peker#aan pemba!an k""m an ba"k prak!is m 1,60 - rie A >k. 12.0 @ 2.0J bh ,000 - Pa! a!ap be!"n i!e Mi@ %amp 1 E 3 E m 1,20 - Iiremesh M8 kg 126,80 - Bekis!ing Pa! m² 13,000

Besi ik 0.0. kg 11,310 Besi Pa! 1.8 mm kg 6,920

Sub. Total *

8,2 Pek. Pengaaan an ins!aasi e'age !rea!men! Pan! (P)F 7ns!aasi is!em P engkap !eriri ari E se! 1,000

1 angki P se! - Bahan E ibregass ein:"r$e Pas!i$ in#e$!i"n- is!em E M!ibi"!e$h P- Pa$kage ! E MB-1 e@- >kran E *ia. 2,3 M @ Pan#ang , M- Meia E 5"ne+ %"mb @. BPP- *i::ser E ine Bbbe , 7 e@ - >A Pemipaan e::en!,aerasi an sirkasi

Sub. Total

> TT$L P+K+/0$$- *-ST$L$S* S+A$G+ T/+$T,+-T PL$-T 4Sistem %* Tank Aith ,edia5

P+,%$T$- 0+,%$T$- P+-G%-G 40-?T*-5

9 P+K+/0$$- ST/KT/ 0+,%$T$-

9,1 P/AA; B<;, B7 *A; B/77;a. P"nasi "" Pa!

- Be!"n / 300 m ,20 - Ba#a angan kg 11.812,00 - Bekis!ing Ba"k m² 6,000

b. Pa! Lan!ai Be!"n, !D 12 $m- Be!"n / 300 m 19,0 - Iire Mesh , M8 kg 1.232,60 - Bekis!ing ""re$k m² 196,920

$. Pa! A!ap Be!"n, !D 10 $m- Be!"n / 300 m 13,0 - Iire Mesh , M8 kg 1.01,680 - Bekis!ing ""re$k m² 168,000

. /""m Be!"n 040- Be!"n / 300 m ,800 - Ba#a angan kg 86,000


■ Sub Total %eton! %esi dan %ekisting



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11.2 P/AA; >/> BAA P<7L

F Ba#a Pr":i 7I 200 . 100 kg 19.1,880 F Ba#a Pr":i 7I 00.200 kg 23.2,360 F Pa! an Ba! Ba#a kg 6.133,120

F %hemi$a An$h"r @ 5i!i bh 128,000

■ Sub Total Pekerjaaan Struktur %aja Proil

TT$L P+K+/0$$- ST/KT/

11.3 P/AA; A7/>11.3.1 Pek. asae

- Peker#aan Amnim %"mp"si! Pane (A%P) m² 96,60 - Pemba!an am emba!an Penghbng i!e Mi@ 1 E 3 E m 26,60 - enea 2 >/. 120 @ 1900 mm ni! 90,000 - enea amp emba!an 1900 @ 2100 mm ni! 6,000 - ri Amnim >k. 1J @ 6J ni! 90,000 - ri Amnim >k. 18J @ 6J ni! 90,000 - aiing Besi !aiess !ee 2J m 118,00

■ Sub Total Pekerjaaan 8asade

11.3.2 Pek. Peapis *ining an Pa:"n

- $ree Lan!ai 3 $m m² 22,90 - $ree Lan!ai A!ap emba!an 3 $m m² 1,90 - Ia!erpr"":ing Membran A!ap emba!an m² 1,90 - Pek. Pen!p Lan!ai 5"m"gen"s ie 60 @ 60 $m >np"ishe m² 22,90 - Pek. Pa:"n +psm, !D 9mm m² 22,880 - Pek. Penge$a!an Pa:"n m² 22,880

■ Sub Total Pekerjaaan Pelais #inding < Plaond

TT$L P+K+/0$$- $/S*T+KT/

11. P/AA; M/A;7/AL & L/7/AL11..1 Peker#aan Mekanika

- Peker#aan Pipa PK% AI *ia. m 131,00 - "": *rain 100 mm bh 12,000

11..2 Peker#aan ek!rika- 7ns!aasi Penerangan ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 2,000 - 7ns!aasi akar ;M 3 @ 2, mm2 PK% %"ni! Q 20 mm !!k 6,000 - Lamp *"'nigh! PL%1 @13 ' ni! 2,000 - akar *"be ni! 6,000

■ Sub Total Pekerjaan ,ekanikal +lektrikal

TT$L P+K+/0$$- ,+K$-*K$L < +L+K/*K$L

> TT$L P+K+/0$$- 0+,%$T$-

P+,%$-G-$- PL$C$ /$K=$T

P+K+/0$$- ST/KT/ PL$C$

P+K+/0$$- ST/KT/ L$-T$* #$S$/

13.1.1 P/AA; B<;, B7 *A; B/77;A Peker#aan !rk!r /""m

F /""m >k 80 @ 80 $m- Be!"n /-00 ,19 - Besi be!"n 69,9 - Bekis!ing /""m 3,9

■ Sub Total Pekerjaaan Struktur Kolom

B Peker#aan !rk!r Pa! an!aiF Pa! !eba 12 $m

- Be!"n /-300 18,3 - Besi be!"n 2.09,6 - Bekis!ing Pa! 168,

■ Sub Total Pekerjaaan Struktur Plat

% Peker#aan !rk!r Ba"k P"! !anamanF Ba"k

- Be!"n /-300 ,9 - Besi be!"n .61,93 - Bekis!ing Pa! 90,36

■ Sub Total Pekerjaaan Struktur %alok ot tanaman



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* Peker#aan !rk!r A!apF 5% 00.200.10.16 (0.200)41 8.601,60 F 5% 10... (22.)42 3.8,00 F 5""' Amnim 0.10043 1.1,2 F Basepa!e 10 mm 8,3

F !i:ner 10 mm 389,6

■ Sub Total Pekerjaaan Struktur $ta

TT$L P+K+/0$$- ST/KT/ L$-T$* #$S$/

1&!2 P+K+/0$$- $/S*T+KT/ PL$C$

1&.2.1L$-T$* #$S$/

13.2.1 P/AA; *7;*7; *A; PLAP7 *7;*7;A Peker#aan a$i m"r!ar be!"n e@p"se 19,92 B Peker#aan ining ba! anesi! (k""m) 28,2

■ Sub Total Pekerjaan #inding #an Pelais #inding

13.2.2 P/AA; PLAP7 LA;A7A $reeing an!ai 3 $m 61,0 B Pasangan Lan!ai ba! sika!

- PaOa 61,0

■ Sub Total Pekerjaan Pelais Lantai

13.2.3 P/AA; %AA %a! *ining aam an ining ar

- $a! emsi"n be!"n e@p"se paa k""m, ining & ba"k 19,92

■ Sub Total Pekerjaan Penge;atan

13.2. P/AA; LA7; LA7;A k+igh! ka$a amina!e !empere ! 12 mm 61,0 B Amnim $"mp"si!e pane (a$p) Pembngks ba#a 81,6

% $ree Ia!erpr"":ing paa pea! be!"n p"! 90,36 Ia!erpr"":ing membran paa ba"k p"! 90,36

■ Sub Total Pekerjaan Lain3Lain

TT$L P+K+/0$$- $/S*T+KT/ L$-T$* #$S$/

TT$L P+K+/0$$- PL$C$

0umlah

Pembulatan

Pn 1"D

0umlah Total

S*S$

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