Contoh Penyusunan RAB dan Jadwal.xls

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c

c. . DDiinnddiinng g LLaannttaai i 1100 ttiinnggggi i = = 4 4 mm panjang = 161 panjang = 161 L L==116611xx44==664444mm 11 664444 mm 5. Plesteran Transram 5. Plesteran Transram

Luas transram keseluruhan Luas transram keseluruhan L

L==777777mm 11 777777 mm

6. Plesteran

6. Plesteran TTem!k Dindingem!k Dinding

Luas dinding keseluruhan Luas dinding keseluruhan L

L==""5544"" ## 117700$$66 mm

%

%!! &&eenniis s PPeekkeerrjjaaaann ''rraaiiaan n PPeerrhhiittuunnggaann ((aann))aakk TT!!ttaall **aattuuaann D

D PEKERJAAN PEKERJAAN KAKAYUYU 1. Daun Pintu 1. Daun Pintu a. Pintu +anda a. Pintu +anda lear = #.4 m lear = #.4 m tinggi = #.5 m tinggi = #.5 m teal = 0.05 m teal = 0.05 m , = #.4 x #.5 x 0.05 , = #.4 x #.5 x 0.05 = =00..--mm 1100 -- mm . Pintu +anda . Pintu +anda lear = # m lear = # m tinggi = # tinggi = # teal = 0.05 teal = 0.05 , = # x # x 0.05 , = # x # x 0.05 = =00..##mm 77## 1144..44 mm c. Pintu tunggal c. Pintu tunggal lear = 1 m lear = 1 m tinggi = # m tinggi = # m teal = 0.05 m teal = 0.05 m , = 1 x # x 0.05 , = 1 x # x 0.05 = =00..11mm ##11$$ ##11..$$ mm d. Pintu Tunggal d. Pintu Tunggal lear = 0." m lear = 0." m tinggi = # m tinggi = # m teal = 0.05 m teal = 0.05 m , = 0." x # x 0.05 , = 0." x # x 0.05 = =00..00""mm 77$$ 66..--## mm #. aca &endela #. aca &endela a. &endela tunggal a. &endela tunggal lear = #.6 m lear = #.6 m tinggi = # m tinggi = # m teal = 0.005 m teal = 0.005 m , = #.6 x # x 0.005 , = #.6 x # x 0.005 = =00..00##66mm "4"4 ##..11""44 mm . &endela Tunggal . &endela Tunggal lear = 1 m lear = 1 m tinggi = 1 m tinggi = 1 m teal = 0.005 m teal = 0.005 m , = 1 x 1 x 0.005 , = 1 x 1 x 0.005 = =00..000055mm #### 00..1111 mm c. &endela +anda c. &endela +anda lear = #.4 m lear = #.4 m tinggi = 1 m tinggi = 1 m teal = 0.005 m teal = 0.005 m , = #.4 x 1 x 0.005 , = #.4 x 1 x 0.005 = =00..0011##mm "" 00..00$$66 mm 1 1..## 11..## # # . . 5 5 1.0 1.0 # # . . 0 0 1.0 1.0 1.0 m 1.0 m # # . . 0 0 m m 0." m 0." m # # . . 0 0 m m #.6 m #.6 m # # . . 0 0 m m 1.0 m 1.0 m 1 1 . . 0 0 m m -- - -- - -#.4 m #.4 m 1 1 . . 0 0 m m -- - -# # # # # # # # ##

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-. usen Pintu -. usen Pintu a. Pintu +anda a. Pintu +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 10.-" m panjang = 10.-" m , = 0.06 x 0.15 x 10.-" , = 0.06 x 0.15 x 10.-" = =00..00$$--44##mm 1100 00..$$--44## mm . Pintu +anda . Pintu +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = ".4" m panjang = ".4" m , = 0.06 x 0.15 x ".4" , = 0.06 x 0.15 x ".4" = = 00..007766--# # mm 7#7# 55..44$$550044 mm c. Pintu Tunggal c. Pintu Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 5.4# m panjang = 5.4# m , = 0.06 x 0.15 x 5.4# , = 0.06 x 0.15 x 5.4# = = 00..0044""77" " mm ##11$$ 1100..66""##""## mm d. Pintu Tunggal d. Pintu Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 5.## m panjang = 5.## m , = 0.06 x 0.15 x 5.## , = 0.06 x 0.15 x 5.## = = 00..004466$$" " mm 7$7$ --..77111144## mm 4. usen &endela 4. usen &endela a. &endela Tunggal a. &endela Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 10.04 m panjang = 10.04 m , = 0.06 x 0.15 x 10.04 , = 0.06 x 0.15 x 10.04 = = 00..00$$00--6 6 mm "4"4 77..55$$00##44 mm . &endela Tunggal . &endela Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 4."4 m panjang = 4."4 m , = 0.06 x 0.15 x 4."4 , = 0.06 x 0.15 x 4."4 = = 00..0044--556 6 mm #### 00..$$55""--## mm c. &endela +anda c. &endela +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = ".76 m panjang = ".76 m , = 0.06 x 0.15 x ".76 , = 0.06 x 0.15 x ".76 = = 00..0077""""444 4 mm "" 00..66--0077## mm %

%!! &&eenniis s PPeekkeerrjjaaaann ''rraaiiaan n PPeerrhhiittuunnggaann ((aann))aakk TT!!ttaall **aattuuaann /

/ PEKERJAAN BETONPEKERJAAN BETON 1. Tiang Pancang 1. Tiang Pancang

jjuummllaah h ttiiaanng g ttiiaap p ttiittiik k = = 5 5 uuaahh , , = = 00..--5 5 x x 00..--5 5 x x 1155 p

paannjjaanng g ttiiaanng g = = 115 5 m m = = 11..""--775 5 mm 4444 ""00..""55 mm dimensi t

dimensi tiang iang persegi persegi = 0.-= 0.-5 x 5 x 0.-5 0.-5 mm

-- - -1 1 11 # # 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0 0..1155 00..1155 0.06 0.06 1.0 m 1.0 m # # . . 0 0 m m 0 0 . . 0 0 6 6 0.06 0.06 0.15 0.15 0.150.15 # # . . 0 0 m m 0 0 . . 0 0 6 6 0." m 0." m 0.06 0.06 0.06 0.06 0.15 0.15 0.150.15 1 1..## 11..## # # . . 5 5 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0.15 0.15 0.15 0.15 # # . . 0 0 m m 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.06 0.06 #.6 m #.6 m 0.15 0.15 0.150.15 1 m 1 m 1 1 m m 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.06 0.06 0.15 0.15 0.150.15 1 1..## 11..## 1 1 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.15 0.15 0.150.15

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-. usen Pintu -. usen Pintu a. Pintu +anda a. Pintu +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 10.-" m panjang = 10.-" m , = 0.06 x 0.15 x 10.-" , = 0.06 x 0.15 x 10.-" = =00..00$$--44##mm 1100 00..$$--44## mm . Pintu +anda . Pintu +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = ".4" m panjang = ".4" m , = 0.06 x 0.15 x ".4" , = 0.06 x 0.15 x ".4" = = 00..007766--# # mm 7#7# 55..44$$550044 mm c. Pintu Tunggal c. Pintu Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 5.4# m panjang = 5.4# m , = 0.06 x 0.15 x 5.4# , = 0.06 x 0.15 x 5.4# = = 00..0044""77" " mm ##11$$ 1100..66""##""## mm d. Pintu Tunggal d. Pintu Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 5.## m panjang = 5.## m , = 0.06 x 0.15 x 5.## , = 0.06 x 0.15 x 5.## = = 00..004466$$" " mm 7$7$ --..77111144## mm 4. usen &endela 4. usen &endela a. &endela Tunggal a. &endela Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 10.04 m panjang = 10.04 m , = 0.06 x 0.15 x 10.04 , = 0.06 x 0.15 x 10.04 = = 00..00$$00--6 6 mm "4"4 77..55$$00##44 mm . &endela Tunggal . &endela Tunggal lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = 4."4 m panjang = 4."4 m , = 0.06 x 0.15 x 4."4 , = 0.06 x 0.15 x 4."4 = = 00..0044--556 6 mm #### 00..$$55""--## mm c. &endela +anda c. &endela +anda lear = 0.06 m lear = 0.06 m teal = 0.15 m teal = 0.15 m panjang = ".76 m panjang = ".76 m , = 0.06 x 0.15 x ".76 , = 0.06 x 0.15 x ".76 = = 00..0077""""444 4 mm "" 00..66--0077## mm %

%!! &&eenniis s PPeekkeerrjjaaaann ''rraaiiaan n PPeerrhhiittuunnggaann ((aann))aakk TT!!ttaall **aattuuaann /

/ PEKERJAAN BETONPEKERJAAN BETON 1. Tiang Pancang 1. Tiang Pancang

jjuummllaah h ttiiaanng g ttiiaap p ttiittiik k = = 5 5 uuaahh , , = = 00..--5 5 x x 00..--5 5 x x 1155 p

paannjjaanng g ttiiaanng g = = 115 5 m m = = 11..""--775 5 mm 4444 ""00..""55 mm dimensi t

dimensi tiang iang persegi persegi = 0.-= 0.-5 x 5 x 0.-5 0.-5 mm

-- - -1 1 11 # # 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0 0..1155 00..1155 0.06 0.06 1.0 m 1.0 m # # . . 0 0 m m 0 0 . . 0 0 6 6 0.06 0.06 0.15 0.15 0.150.15 # # . . 0 0 m m 0 0 . . 0 0 6 6 0." m 0." m 0.06 0.06 0.06 0.06 0.15 0.15 0.150.15 1 1..## 11..## # # . . 5 5 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0.15 0.15 0.15 0.15 # # . . 0 0 m m 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.06 0.06 #.6 m #.6 m 0.15 0.15 0.150.15 1 m 1 m 1 1 m m 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.06 0.06 0.15 0.15 0.150.15 1 1..## 11..## 1 1 0.06 0.06 0.06 0.06 0.06 0.06 0 0 . . 0 0 6 6 0 0 . . 0 0 6 6 0.15 0.15 0.150.15

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#. *l!!2 #. *l!!2

p

paannjjaanng g = = --66$ $ mm , , = = 00..115 5 x x 00..# # x x --66$$

lleeaarr==00..1155mm ==1111..0077mm 11 1111..0077 mm tinggi tinggi = = 0.# 0.# mm -. (al!k 3ing -. (al!k 3ing p paannjjaanng g = = --66$ $ mm , , = = 00..115 5 x x 00..# # x x --66$$ ttiinnggggii==00..##00mm ==1111..0077mm 11 1111..0077 mm lear lear = = 0.15 0.15 mm 4. !l!m 4. !l!m p paannjjaanng g = = 00..6 6 mm , , = = 00..6 6 x x 00..5 5 x x 4400

lleeaarr==00..55mm ==11##mm 4444 55##"" mm tinggi tinggi = = 40 40 mm 5. (al! nduk 5. (al! nduk p paannjjaanng g = = ##77440 0 mm , , = = 00..6 6 x x 00..- - x x ##774400

lleeaarr==00..66mm ==4$4$--..##mm 11 44$$--..## mm tinggi tinggi = = 0.- 0.- mm 6. (al!k nak 6. (al!k nak p paannjjaanng g = = 1166000 0 mm , = , = 00..- - x x 00..##5 5 x x 11660000

lleeaarr==00..--mm ==11##00mm 11 11##00 mm

tinggi tinggi = = 0.#50.#5

7. Tangga 7. Tangga

T

Tiinnggggi i ttiiaap p llaannttaai i = = --..5 5 mm ,,!!lluumme e ppllaat t ttaannggggaa T

Teeaal l ppllaat t = = 00..11# # mm , , = = 00..11# # x x 1 1 x x --..4477- -L

Leeaar r TTaanngggga a = = 1 1 m m = = 00..441166" " mm 1"1" 77..5500##44 mm &umlah

&umlah anak anak tangga tangga = = 10 10 uahuah L

Leeaar r aannaak k ttaanngggga a = = 00..- - mm ,,!!lluumme e ((!!rrddeess T

Tiinnggggi i aannaak k ttaanngggga a = = 00..# # mm , , = = 00..11# # x x # # x x 11 =

=00##44mm $$ ##..1166 mm

,!lume anak tangga ,!lume anak tangga

, =  0.5 x 0.# x 0.-  x 1 x 10 , =  0.5 x 0.# x 0.-  x 1 x 10

=

=00..--mm 11"" 55..44 mm

P!ndas

P!ndasi i TTanggaangga L

Leeaar r pp!!nnddaassi i = = # # mm ,,!!lluumme e PP!!nnddaassi i TTaannggggaa P Paannjjaanng g pp!!nnddaassi i = = 11.." " mm , , = = # # x x 11..6 6 x x 11.."" T Tiinnggggiipp!!nnddaassii==11..66mm ==55..7766mm 11 55..7766 mm ". Plat Lantai ". Plat Lantai

tteeaal l ppllaat t = = 00..11# # mm , , = = 00..11# # x x ""##""00 L

Luuaassllaannttaaii==""##""00mm ==$$$$--..66mm 11 $$$$--..66 mm

%

%!! &&eenniis s PPeekkeerrjjaaaann ''rraaiiaan n PPeerrhhiittuunnggaann ((aann))aakk TT!!ttaall **aattuuaann



 PASANGAN TEGELPASANGAN TEGEL 1

1. . LLaannttaai i eerraammiik k   440 0 x x 440 0   ccmm L L = = LLllt t     LLkkm m 8 8 LLttg g 8 8 LLllii2 2  a.

a. Lantai Lantai 1 1 L L = = 760 760     64 64 8 8 16 16 8 8 16 16 

lluuaassllaannttaaii==776600mm ==666644mm 11 666644 mm



. . LLaannttaai i # #   $$ L L = = ""440 0     4 4 x x $ $   8 8 116 6 8 8 116 6 

lluuaassllaannttaaii==""4400mm ==7777##mm "" 66117766 mm -- - -- - -- - -# # -- - -# # # # # # ## # # ## --mm 11mm -.47- m -.47- m 1 1 . . 6 6 m m # m # m -- -

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-c. Lantai 10 L = "00   64 8 16 8 16  luaslantai="00m =704m 1 704 m #. Lantai eramik  #0 x #0  cm a. Lantai 1 dan 10 L = 16 x 4 =64m # 1#" m . Lantai #  $ L =  # x #  x $ =-6m " #"" m -. Dinding eramik  #0 x #0  cm a. Lantai 1 dan 10 L = 16 x 1.5 ="0m # "0 m . Lantai #  $ L =  1.5 x 7.#  x $ =$7.#m " 777.6 m

%! &enis Pekerjaan 'raian Perhitungan (an)ak T!tal *atuan

+ PEKERJAAN ATAP 1. Pemasangan udauda Panjang = 1$ x 1$ 8 11 x # Panjang = 40 m eliling = 0.0" 8 0.0" x # eliling = 0.01#" m Luas = 0.01#" x 0.00" Luas = 0.00010#4 m ,!lume = 0.00010#4 x 40 ,!lume = 0.0040$6 m aki kudakuda penuh pr!2il L "0. "0. " (erat = 0.0040$6 x 7"50

(erat &enis 7"50 g9m- (erat = -#.15-6 kg 1 -#.15-6 kg

#. Pemasangan 'suk : 3eng

Panjang = 40 m L = 40 x 11 Lear =11m L=440m # ""0 m -. Pemasangan +enting Panjang = 40 m L = 40 x 11 Lear =11m L=440m # ""0 m 4. Pemasangan (uungan Panjang=#1m; Panjang=#1m; 1 #1 m 5. Pemasangan Talang Panjang = 40 m eliling =  40 8 1$  x # Lear =1$m eliling=11"m; 1 11" m 6. Pemasangan Pla2!n Lantai1 Luas=7#"m 1 7#" m Lantai#$ Luas="00m " 6400 m Lantai10 Luas=760m 1 760 m

< PEKERJAAN PE NGECETAN

1. Pengecetan Tem!k Luas tem!k = "54" m # 170$6 m

# # # # # # # 1$ m 1 ₁ m # -# # # # # # # # # # # # # # # #

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#. Pengecetan Daun Pintu

a.Daunpintuganda L=1#.4$m 10 1#4.$ m

.Daunpintuganda L=".4m 7# 604." m

c.Daunpintutunggal L=4.-m #1$ $41.7 m

d. Daun pintu tunggal L = -.4" m 7$ #74.$# m

-. Pengecetan usen Pintu

a. usen pintu ganda L = 4.#--6 m 10 4#.--6 m

. usen pintu ganda L = -.4-5" m 7# #47.-776 m

c. usen pintu tunggal L = #.1504 m #1$ 470.$-76 m

d. usen pintu tunggal L = #.0664 m 7$ 16-.#456 m

4. Pengecetan usen &endela

a. &endela tunggal L = -.$64" m "4 ---.04-# m

. &endela tunggal L = 1.7"0" m ## -$.1776 m

c.jendelaganda L=-.4#7#m " #7.4176 m

5. Pengecetan Pla2!n

L=7"""m 1 7""" m

 PEKERJAAN GANTUNGAN

1. Pemasangan /ngsel Pintu Tiap daun pintu - engsel 46# 1-"6 uah

#. Pemasangan unci Pintu Tiap pintu 1 kunci -01 -01 uah

-. Pemasangan unci Pintu km9c Tiap pintu 1 kunci 7$ 7$ uah

-. Pemasangan +rendel Pintu Tiap pintu 1 grendel 46# 46# uah

& PEKERJAAN SANITASI DAN DRAINASE 1. Pemuatan *eptitank

Panjang = # m , = # x # x

-Lear=#m =1#m - -6 m

Tinggi = - m

#. Pemuatan *umur 3esapan

Dalam=7m &umlah1uah 1 1 uah

-. Pemasangan (ak >uci Piring 1 auh tiap apartemen 1 7# uah

4. Pemasangan l!set 1 uah tiap km9c $6 $6 uah

5. Pemasangan ran 1 uah tiap km9c $6 $6 uah

6. Pemasangan (ak ?andi dan

Tempat *aun 1 auh tiap apartemen 7# 7# uah

# # # # # # # # # # # # # # # # # # # # # # -# #

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7. Pasang (adkip 1 auh tiap apartemen 7# 7# uah

".Pasang@asta2el 7" 7" uah

$.Pasang'rin!ir " " uah

10. Pemasangan Pipa ir 10 m tiap apartemen 7# 7#0 m

11. Pemasangan Pipa P,> 10 m tiap apartemen 7# 7#0 m

 PEKERJAAN INSTALASI LISTRIK

1. nstalasi : Lampu "61 titik "61 "61 uah

#.*t!p!ntak "61titik "61 "61 uah

-.*ekring 5unittiaplantai 10 50 uah

4. Lampu TL 40 @att 'ntuk partemen #46 titik #46 #46 uah

5. Lampu TL #0 @att 'ntuk &alan dan

Terasamar -$5titik -$5 -$5 uah

6. Lampu TL #0 @att 'ntuk Tempat Tidur 144 titik 144 144 uah

7. Lampu TL 10 @att 'ntuk @> 76 titik 76 76 uah

L PEKERJAAN LAIN - LAIN

1.PemasanganLi2t #unit # # unit

#.Pemasangan> #-0titik #-0 #-0 uah

-. Pemasangan Pagar (esi

Tinggi = #.0 m L = #.0 x 50

Panjang=50m =100m 1 100 m

4. Pemasangan Penangkal Petir 5 unit untuk 1 uungan 1 5 unit

5. Pemasangan nstalasi Teleph!ne 1 unit tiap ruangan "0 "0 unit

6. Pemasangan nstalasi ire larm 1 unit tiap lantai 10 10 unit

7. Pemasangan nstalasi *!und *)stem 1 unit tiap lantai 10 10 unit

". Pemasangan nstalasi <)dran 1 unit tiap lantai 10 10 unit

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No URAIAN PEKERJAAN KOEF SATUAN

A PEKERJAAN PERSIAPAN

1 Pembuatan kanto !emen "#n LT $%e!tean&m'

1.#5 t #0A000.00 #5A000.00

()*+,(.

semen P> -5 kg 650.00 ##A750.00

pasir et!n 0.1 m- 67A500.00 6A750.00

pasir pasang 0.15 m- 65A000.00 $A750.00

steinslag mesin 0.15 m- $#A500.00 1-A"75.00

ka)u kasau 0.1" m- #A000A000.00 -60A000.00

paku 0."5 kg "A000.00 6A"00.00

esi strip 1.1 kg 10A000.00 11A000.00

ata merah -0 h 170.00 5A100.00

seng gel!mang 0.#5 lr 67A500.00 16A"75.00

jendela nak! 0.0$ m# 115A000.00 10A-50.00

kaca p!l!s 0.0" m# "#A000.00 6A560.00

kunci tanam 0.15 j 75A000.00 11A#50.00

pl)!!d 4 mm 0.06 lr 67A500.00 4A050.00

mand!r 0.05 !h 40A000.00 #A000.00

kepala tukang 0.- !h -7A500.00 11A#50.00

tukang ka)u # !h -5A000.00 70A000.00

tukang atu 1 !h -5A000.00 -5A000.00

pekerja # !h #5A000.00 50A000.00

' Pembe!/0an %oka!/ & m'

mand!r 0.05 !h 40A000.00 #A000.00

+2.

kepala tukang 0 !h -7A500.00 

tukang 0 !h -5A000.00 

pekerja 0.1 !h #5A000.00 #A500.00

, Pen#ukuan "an $a!an# bou3$%an#&m4

ka)u kasau meranti 0.01# m- #A000A000.00 #4A000.00

2+*2.

papan meranti 0.007 m- #A050A000.00 14A-50.00

paku 0.0# kg "A000.00 160.00

mand!r 0.005 !h 40A000.00 #00.00

kepala tukang ka)u 0.01 !h -7A500.00 -75.00

tukang ka)u 0.1 !h -5A000.00 -A500.00

pekerja 0.1 !h #5A000.00 #A500.00

 Pembuatan #u"an# !emen "an a%at

1.7 t #0A000.00 -4A000.00

251+'2.

semen P> 10.5 kg 650.00 6A"#5.00

pasir et!n 0.0- m- 67A500.00 #A0#5.00

steinslag mesin 0.05 m- $#A500.00 4A6#5.00

ka)u kasau 0.#1 m- #A000A000.00 4#0A000.00

paku 0.- kg "A000.00 #A400.00

seng gel!mang 0.#5 lr 67A500.00 16A"75.00

mand!r 0.05 !h 40A000.00 #A000.00

kepala tukang ka)u 0.# !h -7A500.00 7A500.00

tukang ka)u # !h -5A000.00 70A000.00

pekerja 1 !h #5000 #5000

2 Pembuatan be"en# buu0

1.#5 t #0A000.00 #5A000.00 P> 1" k 650 00 11 700 00 6ARGA SAT R$ JU7LA6 R$ TOTAL R$ ka)u d!lken B"  109400 cm ka)u d!lken B"  109400 cm ka)u d!lken B"  109400 cm

(9)

pasir et!n 0.0- m- 67A500.00 #A0#5.00

)1+('2.

steinslag mesin 0.05 m- $#A500.00 4A6#5.00

ka)u kasau 0.1"6 m- #A000A000.00 -7#A000.00

paku 0.- kg "A000.00 #A400.00

seng gel!mang 1.5 lr 67A500.00 101A#50.00 pl)!!d 4 mm 1.-5 lr 67A500.00 $1A1#5.00

mand!r 0.05 !h 40A000.00 #A000.00

kepala tukang ka)u 0.# !h -7A500.00 7A500.00

tukang ka)u # !h -5A000.00 70A000.00

pekerja 1 !h #5A000.00 #5A000.00

B PEKERJAAN TANA6 1 Ga%/an tana0 $on"a!/&m,

mand!r 0.05# !h 40A000.00 #A0"0.00

12+',.

pekerja 0.5#6 !h #5A000.00 1-A150.00

' Uu#an tana0 !am$/n# $on"a!/ &m'

tanah urug 1.# m- 45A000.00 54A000.00

(1+5.

mand!r 0.01 !rg 40A000.00 400.00

pekerja 0.- !rg #5A000.00 7A500.00

, Uu#an $a!/ ba3a0 $on"a!/ & m'

pasir urug 1.# m- 47A500.00 57A000.00

(+5.

mand!r 0.01 !rg 40A000.00 400.00

pekerja 0.- !rg #5A000.00 7A500.00

C PEKERJAAN PASANGAN 1 Peke8aan batu ko!on# & m,

atu kali 1.# m- 7#A500.00 "7A000.00

1,)+''.2

pasir urug 0.- m- 47A500.00 14A#50.00

mand!r 0.0-$ !h 40A000.00 1A560.00

kepala tukang atu 0.0-$ !h -7A500.00 1A46#.50

tukang atu 0.-$ !h -5A000.00 1-A650.00

pekerja 0.7" !h #5A000.00 1$A500.00

' Pema!an#an batu ka%/ 91 $: ; 1 $!< &m,

atu kali 1.1 m- 76A500.00 "4A150.00

',+11. semen P>  50 kg  -$# kg 650.00 #54A"00.00

pasir pasang 0.-14 m- 65A000.00 #0A410.00

mand!r 0.075 !h 40A000.00 -A000.00

kepala tukang atu 0.06 !h -7A500.00 #A#50.00

tukang atu 0.6 !h -5A000.00 #1A000.00

pekerja 1.5 !h #5A000.00 -7A500.00

, Peke8aan $a!an#an "/n"/n# &m' h!ll!l!ck <(.15

h!ll!l!ck <(.15 1#.5 j -A500.00 4-A750.00

*+**).2 semen P>  50 kg  10.45 kg 650.00 6A7$#.50

pasir pasang 0.0-" m- 65A000.00 #A470.00 esi et!n p!l!s 1.$5 kg 7A500.00 14A6#5.00

mand!r 0.015 !h 40A000.00 600.00

kepala tukang atu 0.01# !h -7A500.00 450.00

tukang atu 0.1# !h -5A000.00 4A#00.00

6ARGA SAT R$ JU7LA6 R$ TOTAL R$ 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(10)

 $a!an#an batu mea0 &m, 1 pc C 1 kp C 1 ps

atu merah  5 x 11 x ##  cm 70 iji 170.00 11A$00.00

,1+,2. semen merah 0.01" m- "0A000.00 1A440.00

pasir pasang 0.01" m- 65A000.00 1A170.00 kapur pasang 0.01" m- ##5A000.00 4A050.00

mand!r 0.015 !h 40A000.00 600.00

kepala tukang atu 0.01 !h -7A500.00 -75.00

tukang atu 0.1 !h -5A000.00 -A500.00

pekerja 0.-# !h #5A000.00 "A000.00

2 P%e!tean "/n"/n# &m' teba% 12 mm 1 kp C 1 pc C 1 ps

semen merah 0.00$ m- "0A000.00 7#0.00

1+2'.2 kapur pasang 0.00$ m- ##5A000.00 #A0#5.00

pasir pasang 0.00$ m- 65A000.00 5"5.00

mand!r 0.01 !h 40A000.00 400.00

kepala tukang atu 0.015 !h -7A500.00 56#.50

tukang atu 0.15 !h -5A000.00 5A#50.00

pekerja 0.# !h #5A000.00 5A000.00

F PEKERJAAN PASANGAN TEGEL 1 $a!an# %anta/ ub/n #an/to

ukuan 9=<:m

uin granit! 40 x 40 cm 6.$- h -#A000.00 ##1A760.00

'+',. semen P>  50 kg  $." kg 650.00 6A-70.00

pasir pasang 0.0## m- 65A000.00 1A4-0.00

semen arna 1.- kg #A500.00 -A#50.00

mand!r 0.01- !h 40A000.00 5#0.00

kepala tukang atu 0.01# !h -7A500.00 450.00

tukang atu 0.1# !h -5A000.00 4A#00.00

pekerja 0.#5 !h #5A000.00 6A#50.00

' $a!an# %anta/ keam/k ukuan 9'='<:m

uin keramik #0 x #0 cm #5 h 1A500.00 -7A500.00

*1+(,5.2 semen P>  50 kg  11.-" kg 650.00 7A-$7.00

pasir pasang 0.04# m- 65A000.00 #A7-0.00

semen arna 1.5 kg #A500.00 -A750.00

mand!r 0.0- !h 40A000.00 1A#00.00

kepala tukang atu 0.0-5 !h -7A500.00 1A-1#.50

tukang atu 0.-5 !h -5A000.00 1#A#50.00

pekerja 0.6# !h #5A000.00 15A500.00

, $a!an# "/n"/n# keam/k ukuan 9'='<:m

uin keramik #0 x #0 cm #5 h 1A500.00 -7A500.00

*'+1'.2 semen P>  50 kg  $.- kg 650.00 6A045.00

pasir pasang 0.01" m- 65A000.00 1A170.00

semen arna 1.5 kg #A500.00 -A750.00

mand!r 0.0- !h 40A000.00 1A#00.00

kepala tukang atu 0.045 !h -7A500.00 1A6"7.50

tukang atu 0.45 !h -5A000.00 15A750.00

pekerja 0.6 !h #5A000.00 15A000.00

6ARGA SAT R$ JU7LA6 R$ TOTAL R$ 6ARGA SAT R$ JU7LA6 R$ TOTAL

(11)

E PEKERJAAN BETON

1 Pembuatan "an $ema!an#an t/an# $an:an#

dimensi 40 x 40 cm

pasir urug 0.0#1 m- 47A500.00 $$7.50

2'2+*11.2

semen P> 64 kg 650.00 41A600.00

pasir et!n 0.104 m- 67A500.00 7A0#0.00 steinslag mesin 0.16- m- $#A500.00 15A077.50 esi et!n 45.06 kg 7A500.00 --7A$50.00 kaat et!n 0.$14 kg $A500.00 "A6"-.00 ka)u kasau 0.0-5 m- #A000A000.00 70A000.00

paku 0.157 kg "A000.00 1A#56.00

min)ak ekesting 0.11" ltr #A500.00 #$5.00 plamuur tem!k 0.#61 kg 7A500.00 1A$57.50

mand!r 0.04 !h 40A000.00 1A600.00

kepala tukang atu 0.05 !h -7A500.00 1A"75.00

tukang atu 0.5 !h -5A000.00 17A500.00

pekerja 0." !h #5A000.00 #0A000.00

Beton K-')2 A

semen P> 400 kg 650.00 #60A000.00

2(,+(.

pasir et!n 0.4 m- 67A500.00 #7A000.00

atu pecah 0."# m- $#A500.00 75A"50.00

mand!r 0.- !h 40A000.00 1#A000.00

kepala tukang atu 0.1 !h -7A500.00 -A750.00

tukang atu 1 !h -5A000.00 -5A000.00

pekerja 6 !h #5A000.00 150A000.00

Pembe!/an 9$o%o!< B

(esi et!n 1.050 kg 7A500.00 7A"75.00

*+)2.)2

aat et!n 0.015 kg $A500.00 14#.50

mand!r 0.000 !h 40A000.00 1#.00

kepala tukang esi 0.001 !h -7A500.00 #6.#5 tukang esi 0.007 !h -5A000.00 #45.00

pekerja 0.007 !h #5A000.00 175.00

Bek/!t/n# C

1.bek/!t/n# $on"a!/

a)u terentang 0.040 m #A050A000.00 "#A000.00

1'+'2.

Paku iasa #E  5E 0.-00 kg "A000.00 #A400.00 ?in)ak ekisting 0.100 ltr #A500.00 #50.00

?and!r 0.005 !h 40A000.00 #00.00

epala tukang ka)u 0.0#6 !h -7A500.00 $75.00 Tukang ka)u 0.#60 !h -5A000.00 $A100.00

Pekerja 0.-00 !h #5A000.00 7A500.00

'.bek/!t/n# ko%om

',+5)).2

Paku iasa #E  5E 0.400 kg "A000.00 -A#00.00 ?in)ak ekisting 0.#00 ltr #A500.00 500.00 (al!k (!rne! 0.015 m -A#00A000.00 4"A000.00 ?ultiplex t = $ mm 0.-50 lr 105A000.00 -6A750.00

(12)

?and!r 0.006 !h 40A000.00 #40.00

epala tukang ka)u 0.0-- !h -7A500.00 1A#-7.50

Tukang ka)u 0.--0 !h -5A000.00 11A550.00

Pekerja 0.-00 !h #5A000.00 7A500.00

,.bek/!t/n# !%oo>

a)u terentang 0.045 m #A050A000.00 $#A#50.00

11'+()2.

Paku iasa #E  5E 0.-00 kg "A000.00 #A400.00

?in)ak ekisting 0.100 ltr #A500.00 #50.00

?and!r 0.005 !h 40A000.00 #00.00

epala tukang ka)u 0.0#6 !h -7A500.00 $75.00

Tukang ka)u 0.#60 !h -5A000.00 $A100.00

Pekerja 0.-00 !h #5A000.00 7A500.00

.bek/!t/n# ba%ok

'1+)).2

Paku iasa #E  5E 0.400 kg "A000.00 -A#00.00

?in)ak ekisting 0.#00 ltr #A500.00 500.00

(al!k (!rne! 0.01" m -A#00A000.00 57A600.00

?ultiplex t = $ mm 0.-50 lr 105A000.00 -6A750.00

D!lken B "  10 9 4m #.000 tg #0A000.00 40A000.00

?and!r 0.006 !h 40A000.00 #40.00

Tukang ka)u 0.--0 !h -5A000.00 11A550.00

Pekerja 0.-#0 !h #5A000.00 "A000.00

2.bek/!t/n# %anta/

,11+)).2

Paku iasa #E  5E 0.400 kg "A000.00 -A#00.00

?in)ak ekisting 0.#00 ltr #A500.00 500.00

(al!k (!rne! 0.015 m -A#00A000.00 4"A000.00

D!lken B "  10 9 4m 6.000 tg #0A000.00 1#0A000.00

?and!r 0.006 !h 40A000.00 #40.00

Tukang ka)u 0.--0 !h -5A000.00 11A550.00

Pekerja 0.-#0 !h #5A000.00 "A000.00

(.bek/!t/n# tan##a

a)u terentang 0.0-0 m #A050A000.00 61A500.00

'1+*2'.2

Paku iasa #E  5E 0.400 kg "A000.00 -A#00.00

?in)ak ekisting 0.150 ltr #A500.00 -75.00

(al!k (!rne! 0.015 m -A#00A000.00 4"A000.00

D!lken B "  10 9 4m #.000 tg #0A000.00 40A000.00

?and!r 0.006 !h 40A000.00 #40.00

Tukang ka)u 0.--0 !h -5A000.00 11A550.00

Pekerja 0.-#0 !h #5A000.00 "A000.00

P%at %anta/ "an tan##a D

menggunakan lantai kerja t=5cm 0.05 x  -5$A550.00 17A$77.50 1)+5)).2

' *l!!2

 8 ( 8 >- (*+)2.)2

, 3ing (al!k

a)u terentang 0.00- m #A050A000.00 6A150.00

Paku iasa #E  5E 0.0#0 kg "A000.00 160.00

(13)

aat et!n 0.050 kg $A500.00 475.00

,+,.

*emenP> 5.500 kg 650.00 -A575.00

Pasir et!n 0.00$ m 67A500.00 607.50

(atu pecah9k!ral  tangan  0.015 m $#A500.00 1A-"7.50

?and!r 0.00- !h 40A000.00 1#0.00

epala tukang atu 0.006 !h -7A500.00 ##5.00

Tukang atu 0.0#0 !h -5A000.00 700.00

Tukang ka)u 0.0#0 !h -5A000.00 700.00

Tukang esi 0.0#0 !h -5A000.00 700.00

Pekerja 0.060 !h #5A000.00 1A500.00

 !l!m

 8 ( 8 ># *,+2,.'2

2 (al!k nduk dan (al!k anak

 8 ( 8 >4 *1,+12,.'2

( Tangga

 8 ( 8 >6 8 D *+52.)2

) Plat lantai

 8 ( 8 >5 8 D 51+2,.)2

D PEKERJAAN KAYU

1 a)u kusen pintu dan jendela 9

m-ka)u khamper 1.# m- 4A-00A000.00 5A160A000.00

(+')+.

mand!r 0.- !h 40A000.00 1#A000.00

kepala tukang ka)u # !h -7A500.00 75A000.00

tukang ka)u 1" !h -5A000.00 6-0A000.00

pekerja 6 !h #5A000.00 150A000.00

' pintu dan jendela kaca uram " mm 9 m#

ka)u khamper 0.0-5 m- 4A500A000.00 157A500.00

,)+2. kaca uram " mm 1 m# 165A000.00 165A000.00

mand!r 0." !h 40A000.00 -#A000.00

kepala tukang ka)u # !h -7A500.00 75A000.00

tukang ka)u 0.# !h -5A000.00 7A000.00

pekerja 0.04 !h #5A000.00 1A000.00

, Pintu klam ka)u khamer

ka)u khamer 0.0-6 m- 4A500A000.00 16#A000.00

'1'+22).2 paku iasa #E  5E 0.05 kg "A000.00 400.00

mand!r 0.01" !h 40A000.00 7#0.00

kepala tukang ka)u 0.105 !h -7A500.00 -A$-7.50

tukang ka)u 1.05 !h -5A000.00 -6A750.00

pekerja 0.-5 !h #5A000.00 "A750.00

G PEKERJAAN RANGKA ATAP & BAJA

Bahan :

uda kuda aja pr!2il L "0."0." 1.1 kg 5A500.00 6A050.00

Alat bantu :

mesin las 0.-7 hr 17A500.00 6A475.00

mesin !r 0.0004 hr #-0A000.00 $#.00 mesin p!t!ng 0.0004 hr #-0A000.00 $#.00 6ARGA SAT R$ JU7LA6 R$ TOTAL R$ 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(14)

cat esi dasar 0.00# hr 1A-#5A000.00 #A650.00

meni emc! 0.01 m# -0A000.00 -00.00

Tenaga Kerja :

mand!r 0.01 hr 40A000.00 400.00

tukang 0.0-7 hr #5A000.00 $#5.00

Bahan :

uda kuda aja pr!2il L 70.70.7 1.1 kg 5A500.00 6A050.00

1+5*.

Alat bantu :

mesin las 0.-7 hr 17A500.00 6A475.00

mesin !r 0.0004 hr #-0A000.00 $#.00

mesin p!t!ng 0.0004 hr #-0A000.00 $#.00

crane 0.0004 hr 1#5A000.00 50.00

meni emc! 0.01 m# -0A000.00 -00.00

Tenaga Kerja :

mand!r 0.01 hr 40A000.00 400.00

tukang 0.0-7 hr #5A000.00 $#5.00

Bahan :

uda kuda aja pr!2il L 60.60.6 1.1 kg 5A500.00 6A050.00

1)+,.

Alat bantu :

mesin las 0.-7 hr 17A500.00 6A475.00

mesin !r 0.0004 hr #-0A000.00 $#.00

mesin p!t!ng 0.0004 hr #-0A000.00 $#.00

crane 0.0004 hr 1#5A000.00 50.00

meni emc! 0.01 m# -0A000.00 -00.00

Tenaga Kerja :

mand!r 0.01 hr 40A000.00 400.00

tukang 0.0-7 hr #5A000.00 $#5.00

Bahan :

g!rding pr!2il > 150.50.#0.4A5 1.1 kg 5A500.00 6A050.00

1)+,.

Alat bantu :

mesin las 0.-7 hr 17A500.00 6A475.00

mesin !r 0.0004 hr #-0A000.00 $#.00

mesin p!t!ng 0.0004 hr #-0A000.00 $#.00

crane 0.0004 hr 1#5A000.00 50.00

meni emc! 0.01 m# -0A000.00 -00.00

Tenaga Kerja :

mand!r 0.01 hr 40A000.00 400.00

tukang 0.0-7 hr #5A000.00 $#5.00

angkur dan aut 1.1 h #6A400.00 #$A040.00 '5+.

Plat penghuung teal 10 mm 1.1 kg $A700.00 10A670.00 1+().

Trekstang esi D 1- mm '#4 1.1 kg #A-00.00 #A5-0.00 '+2,.

katan angin esi D 10 mm '#4 1.1 kg 1#A-00.00 1-A5-0.00 1,+2,. 11)+*2(.

1 Pema!an#an an#ka ba8a

esi pr!2il @ 1.1 kg 1#A500.00 1-A750.00

meni esi 0.0" kg 17A500.00 1A400.00

0 0 000 00 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(15)

kepala tukang esi 0.006 !h -7A500.00 ##5.00

1)+('2.

tukang esi 0.06 !h -5A000.00 #A100.00

pekerja 0.006 !h #5A000.00 150.00

' Peke8aan ata$ #enten# $%enton# !u$e

genteng plent!ng esar 1# h #A000.00 #4A000.00

,+552.

mand!r 0.00" !h 40A000.00 -#0.00

kepala tukang 0.00" !h -7A500.00 -00.00

tukang 0.075 !h -5A000.00 #A6#5.00

pekerja 0.15 !h #5A000.00 -A750.00

, Pema!an#an bubun#an $%enton# !u$e

uungan plent!ng esar 4 h #A000.00 "A000.00

,,+11. semen P> 50 kg " kg 650.00 5A#00.00

pasir pasang 0.0-# m- 65A000.00 #A0"0.00

mand!r 0.00# !h 40A000.00 "0.00

kepala tukang 0.0# !h -7A500.00 750.00

tukang 0.# !h -5A000.00 7A000.00

pekerja 0.4 !h #5A000.00 10A000.00

 Pema!an#an ta%an# m//n# !en# BJLS '*

seng plat -E x 6E (&L* #" 0.5 lr 55A000.00 #7A500.00

1,+,).2 ka)u khampher papan 0.01$ m- 4A500A000.00 "5A500.00

paku iasa 19#E  1E 0.015 kg "A000.00 1#0.00 meni esi 9 2linc!te 0.- kg 17A500.00 5A#50.00

mand!r 0.001 !h 40A000.00 40.00

kepala tukang 0.0#5 !h -7A500.00 $-7.50

tukang 0.4 !h -5A000.00 14A000.00

pekerja 0.04 !h #5A000.00 1A000.00

2 Peke8aan $%a>on aku!t/k &m'

akustik -0 x -0 cm 1.100 lr 4A#50.00 4A675.00

11+,52.

paku 0.050 kg $A000.00 450.00

mand!r 0.00- !h 40A000.00 1#0.00

kepala tukang ka)u 0.01# !h -7A500.00 450.00

tukang ka)u 0.1#0 !h -5A000.00 4A#00.00

pekerja 0.060 !h #5A000.00 1A500.00

6 PEKERJAAN PENGECETAN 1 7en#e:at tembok bau

1 %$! :at "a!a + ' %$! :at $enutu$

plamir 0.1 kg 1#A500.00 1A#50.00

(+)2.

cat dasar 0.1 kg 6A750.00 675.00

cat penutup #x 0.#6 kg $A000.00 #A-40.00

mand!r 0.00- !h 40A000.00 1#0.00

kepala tukang cat 0.004 !h -7A500.00 150.00

tukang cat 0.04# !h -5A000.00 1A470.00

pekerja 0.0#" !h #5A000.00 700.00

' 7en#e:at b/"an# ka?u bau 1 %$! :at "a!a + ' %$! :at $enutu$

plamir 0.# kg 1#A500.00 #A500.00

15+*2.

cat meni 0.15 kg 1#A500.00 1A"75.00

cat dasar 0.17 kg 15A000.00 #A550.00

cat penutup #x 0.#6 kg -7A500.00 $A750.00 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(16)

kepala tukang cat 0.006 !h -7A500.00 ##5.00 tukang cat 0.00$ !h -5A000.00 -15.00

pekerja 0.07 !h #5A000.00 1A750.00

, 7e%abu b/"an# ka?u "en#an @en/!

Fernis 0.15 ltr 15A000.00 #A#50.00

(+,5.

dempul jadi 0.05 kg #0A000.00 1A000.00

ampelas 0.1 lr -A#50.00 -#5.00

kuas 0.01 h 7A500.00 75.00

mand!r 0.006 !h 40A000.00 #40.00

kepala tukang cat 0 !h -7A500.00 

tukang cat 0 !h -5A000.00 

pekerja 0.1 !h #5A000.00 #A500.00

I PEKERJAAN GANTUNGAN 1 Pasang engsel pintu

engsel pintu 1 h #5A000.00 #5A000.00

,1+'').2

mand!r 0.001 !h 40A000.00 40.00

kepala tukang ka)u 0.015 !h -7A500.00 56#.50 tukang ka)u 0.15 !h -5A000.00 5A#50.00

pekerja 0.015 !h #5A000.00 -75.00

' Pasang kunci tanam silinder

kunci tanam silinder 1 h 1#0A000.00 1#0A000.00

1,)+5,'.2

mand!r 0.00- !h 40A000.00 1#0.00

kepala tukang ka)u 0.005 !h -7A500.00 1"7.50 tukang ka)u 0.5 !h -5A000.00 17A500.00

pekerja 0.005 !h #5A000.00 1#5.00

, Pasang kunci kamar mandi

kunci tanam kamar mandi 1 h 65A000.00 65A000.00

*'+5,'.2

mand!r 0.00- !h 40A000.00 1#0.00

kepala tukang ka)u 0.005 !h -7A500.00 1"7.50 tukang ka)u 0.5 !h -5A000.00 17A500.00

pekerja 0.005 !h #5A000.00 1#5.00

 Pasang grendel pintu

grendel pintu 1 h 10A000.00 10A000.00

1+1(2.

mand!r 0.001 !h 40A000.00 40.00

kepala tukang ka)u 0.01 !h -7A500.00 -75.00 tukang ka)u 0.1 !h -5A000.00 -A500.00

pekerja 0.01 !h #5A000.00 #50.00

J PEKERJAAN SANITASI DAN DRAINASE 1 Pembuatan !e$t/tank

septitank 6 m- 1 m 4A500A000.00 4A500A000.00 +2+. ' Pembuatan !umu e!a$an

+alian tanah #.000 m 11A600.00 #-A#00.00

juk 0.100 m 1#0A000.00 1#A000.00

'rugan pasir 0.100 m 65A000.00 6A500.00

erikil 0.150 m 75A000.00 11A#50.00

Pl t  t t 0 100  # 1-$ 7$0 00 #1- $7$ 00 6ARGA SAT R$ JU7LA6 R$ TOTAL R$ 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(17)

Pas. (ata ".000 mG -4A645.00 #77A160.00 + .

mand!r 0.01$ !h 40A000.00 760.00

kepala tukang 0.01$ !h -7A500.00 71#.50

tukang 0.1$0 !h -5A000.00 6A650.00

pekerja 0.-"0 !h #5A000.00 $A500.00

, Pa!an# bak :u:/ $//n#

(ak cuci stainles steel 1 h #75A000.00 #75A000.00

,(5+5,2.

@ater drain 8 ases!ris 1 set "#A500.00 "#A500.00

mand!r 0.00# !h 40A000.00 60.00

kepala tukang 0.0-0 !h -7A500.00 1A1#5.00

tukang 0.-00 !h -5A000.00 10A500.00

pekerja 0.0-0 !h #5A000.00 750.00

 Pa!an# k%o!et "u"uk & monob%ok TOTO

l!set duduk 9 m!n!l!k 1.000 h 1A-00A000.00 1A-00A000.00

1+')+,).2

?and!r 0.160 !h 40A000.00 6A400.00

epala tukang atu 0.001 !h -7A500.00 -7.50

Tukang atu 1.100 !h -5A000.00 -"A500.00

Pekerja -.-00 !h #5A000.00 "#A500.00

2 Pa!an# bak man"/ tea!o

(ak teras! 1.000 h 1#5A000.00 1#5A000.00

'12+,'2.

*emen P>  50 g  6.000 kg 650.00 -A$00.00

Pasir pasang 0.010 m 65A000.00 650.00

?and!r 0.110 !h 40A000.00 4A400.00

epala tukang atu 0.070 !h -7A500.00 #A6#5.00

Tukang atu 0.750 !h -5A000.00 #6A#50.00

Pekerja #.100 !h #5A000.00 5#A500.00

( Pa!an# kean a/ ,& - 1&'

ran air 1.000 h #5A000.00 #5A000.00

'5+,)2.

*eal tape 0.0#5 h #A000.00 50.00

?and!r 0.005 !h 40A000.00 #00.00

epala tukang atu 0.010 !h -7A500.00 -75.00

Tukang atu 0.100 !h -5A000.00 -A500.00

Pekerja 0.010 !h #5A000.00 #50.00

) Pa!an# 3a!ta>e%  TOTO 

@asta2el 1.000 h 1A100A000.00 1A100A000.00

1+,'(+5'2.

Perlengkapan 1.000 unit 1-#A000.00 1-#A000.00

*emen P>  50 g  6.000 kg 650.00 -A$00.00

Pasir pasang 0.010 m 65A000.00 650.00

?and!r 0.100 !h 40A000.00 4A000.00

epala tukang atu 0.150 !h -7A500.00 5A6#5.00

Tukang atu 1.450 !h -5A000.00 50A750.00

Pekerja 1.#00 !h #5A000.00 -0A000.00

* Pa!an# BADKIP $o!e%/n

(adkip p!rselin 1.000 h 750A000.00 750A000.00

5+)2.

Perlengkapan 1.000 unit 150A000.00 150A000.00

?and!r 0.#50 !h 40A000.00 10A000.00

epala tukang atu 0.750 !h -7A500.00 #"A1#5.00

Tukang atu 0.075 !h -5A000.00 #A6#5.00

Pekerja 0.000 !h #5A000.00 

5 Pa!an# $/$a $en?a%u a/ %/mba0 9 PIPA PC A "/a 1 <

Pipa P,> @ dia 1E 1.#00 m; 16A050.00 1$A#60.00

*emen P>  50 g  0."70 kg 650.00 565.50

(18)

P

Paassiir r uurruugg 00..00114 4 mm 4477AA550000..000 0 666655..0000

'2+',.2 '2+',.2 ?

?aanndd!!rr 00..00007 7 !!hh 4400AA000000..000 0 ##""00..0000 

eeppaalla a ttuukkaanng g aattuu 00..00004 4 !!hh --77AA550000..000 0 115500..0000 T

Tuukkaanng g aattuu 00..00440 0 !h!h --55AA000000..000 0 11AA440000..0000 P

Peekkeerrjjaa 00..00""0 0 !!hh #5#5AA000000..000 0 ##AA000000..0000 1

1 Pa!aPa!an# U/non# U/no/ TOT/ TOTOO H

Hrriinn!!iirr 11..00000 0 hh 11AA##0000AA000000..000 0 11AA##0000AA000000..0000

1+(,'+,. 1+(,'+,. P

Peerrlleennggkkaappaann 11..00000 0 uunniitt --6600AA000000..000 0 --6600AA000000..0000 * *eemmeen n PP> >   550 0 g g  6..060000 0 kkgg 665500..000 0 --AA$$0000..0000 P Paassiir r ppaassaanngg 00..00110 0 mm 6655AA000000..000 0 665500..0000 ? ?aanndd!!rr 00..11000 0 !!hh 4040AA000000..000 0 44AA000000..0000 

eeppaalla a ttuukkaanng g aattuu 00..11000 0 !!hh --77AA550000..000 0 --AA775500..0000 T

Tuukkaanng g aattuu 11..00000 0 !!hh --55AA000000..000 0 --55AA000000..0000 P

Peekkeerrjjaa 11..00000 0 !!hh #5#5AA000000..000 0 ##55AA000000..0000 11

11 Pa!an# $/$a PC Pa!an# $/$a PC A A "/a 1&'"/a 1&' P

Piippa a PP,,> > @@ 11..##000 0 mm;; ""AA##5500..000 0 $$AA$$0000..0000

1(+*.2 1(+*.2 P

Peerrlleennggkkaappaann 11..00000 0 uunniitt ##AA""""77..550 0 ##AA""""77..5500 ?

?aanndd!!rr 00..0000# # !!hh 4400AA000000..000 0 77##..0000 

eeppaalla a ttuukkaanng g aattuu 00..00006 6 !!hh --77AA550000..000 0 ####55..0000 T

Tuukkaanng g aattuu 00..00660 0 !h!h --55AA000000..000 0 ##AA110000..0000 P

Peekkeerrjjaa 00..00--6 6 !!hh ##55AA000000..000 0 $$0000..0000

N

No o UURRAAIIAAN N PPEEKKEERRJJAAAANN KKOOEEFF SSAATTUUAANN

K

K PEKPEKERJERJAAAAN INN INSTSTALALASI ASI LISLISTRITRIKK 1

1 PekePeke8aa8aan #enen #eneato ato +enerat!r set ?T*'(*< +enerat!r set ?T*'(*< ',+5,+. ',+5,+. kapasita = #00 k,a kapasita = #00 k,a t)pe = stand ) t)pe = stand ) putaran = 1500 rpm putaran = 1500 rpm F

F!!llttaagge e = = ####00--""0 0 F F 99--pphh99550 0 <<II 11 uunniit t $$77AA5566--AA000000..000 0 $$77AA5566--AA000000..0000 Pemasangan tangki mingguan 6000 ltr

Pemasangan tangki mingguan 6000 ltr 11 uunniit t ##44AA$$--55AA000000..000 0 ##44AA$$--55AA000000..0000 T

Tangki ahan akar angki ahan akar harian kapasitasharian kapasitas #00 ltr lengkap dengan

#00 ltr lengkap dengan kedudukan dan kerangka

kedudukan dan kerangka 11 uunniit t 11AA66--##AA000000..000 0 11AA66--##AA000000..0000 p

peennttaannaahhaan n ggeenneerraatt!!r r mmaaxxiimmuum m - - !!hhmm 11 lls s 11AA115544AA000000..000 0 11AA115544AA000000..0000 p

peenn))aammuunnggaan n ddaa))a a PPLL% % 11$$7 7 ,, 11 lls s ##$$""AA665500AA000000..000 0 JJJJJJ '

' PemaPema!an#a!an#an $ane%  an $ane%  a"e"e $o"uk ESI

$o"uk ESI p

paanneel l uuttaamma a ??DDPP  lleennggkkaap p ??  ddaan n ** 11 sseet t 116677AA""--44AA550000..000 0 116677AA""--44AA550000..0000

(1+'11+,. (1+'11+,. p

paanneel l llaannttaai i 1 1 DDP P 11  ddaan n aarrddee ## sseet t ##00AA551144AA000000..000 0 4411AA00##""AA000000..0000 p

paanneel l llaannttaai i ##$ $ DDPP##$$ddaan n aarrddee "" sseet t 11$$AA##00""AA--0000..000 0 1155--AA666666AA440000..0000 p

paanneel l llaannttaai i 110 0 DDP P 1100ddaan n aarrddee 11 seset t ##11AA55--00AA000000..000 0 ##11AA55--00AA000000..0000 p

paanneel l > > uunnttuuk k llaannttaai i 11110 0 ddaan n aarrddee ##00 sseet t $$AA4466##AA--0000..000 0 11""$$AA##4466AA000000..0000 p

paanneel l kk!!mmppuutteerr 11 sseet t $AA"$"7755AA660000..000 0 $$AA""7755AA660000..0000 p

paanneel l pp!!mmppa a hh))ddrraan n ddaan n aarrddee 11 seset t ##--AA$$77""AA550000..000 0 ##--AA$$77""AA550000..0000 p

paanneel l llaammppu u hhaallaammaan n ddaan n aarrddee 11 sseet t 77AA0055##AA--0000..000 0 77AA0055##AA--0000..0000 ,

, Pen#aPen#a"aan "an $em"aan "an $ema!ana!an#an#an kabe% TR $o"uk Su$ame+ kabe% TR $o"uk Su$ame+ kabe%/n"o+ Tanka+ Kmeta% kabe%/n"o+ Tanka+ Kmeta%

6ARGA SAT 6ARGA SAT R$ R$ JU7LA6 JU7LA6 R$ R$ TOTAL TOTAL R$ R$

(19)

?

?DDP P kke e DDP P # # %%KKK K 4 4 x x 1100 5500 m m 4444AA440000..000 0 ##AA####00AA000000..0000

*(+()(+. *(+()(+.

?

?DDP P kke e DDP P - - %%KKK K 4 4 x x 1100 5500 m m 4444AA440000..000 0 ##AA####00AA000000..0000 ?

?DDP P kke e DDP P 4 4 %%KKK K 4 4 x x 1100 5500 m m 4444AA440000..000 0 ##AA####00AA000000..0000 ?

?DDP P kke e DDP P " " %%KKK K 4 4 x x 11## 5500 m m 4444AA440000..000 0 ##AA####00AA000000..0000 ?

?DDP P kke e DDP P $ $ %%KKK K 4 4 x x 11-- 5500 m m 4444AA440000..000 0 ##AA####00AA000000..0000 ?

?DDP P kke e ppaanneel l >>11110 0 %%KKK K 4 4 x x ##55 440000 m m 1111##AA--0000..000 0 4444AA$$##00AA000000..0000 '

'PP* * kke e ppaanneel l kk!!mmppuutteer r %%KKK K 4 4 x x 66 115500 m m ##66AA440000..000 0 --AA$$6600AA000000..0000 ?

?DDP P kke e ppaanneel l pp!!mmppa a %%KK++K K 4 4 x x ##55 110000 m m 11--##AA550000..000 0 11--AA##5500AA000000..0000 ?

?DDP P kke e ppaanneel l llp p hhaallaammaan n %%KK++K K 4 4 x x ## 6600 m m 4466AA550000..000 0 ##AA77$$00AA000000..0000



 Pema!an#an /n!ta%a!/Pema!an#an /n!ta%a!/

$enean#an "an $en#kabe%an $enean#an "an $en#kabe%an %anta/

%anta/ 1-1 1-1 $o"uk $o"uk ESSAYESSAY

>

>>>( ( --# # rrs s ''22! ! 8 8 rriinngg 115555 seset t 4411--AA550000..000 0 6464AA00$$##AA550000..0000

('+25(+. ('+25(+.

D

D!!n n lliigghht t 33n n 11775 5 8 8 **L L ##0 0  114444 seset t --55##AA000000..000 0 5500AA66""""AA000000..0000 3

3? ? --0000AA4 4 x x 11" " LL??L L ??iirrrr!!rr 115566 sseet t 11AA##--55AA000000..000 0 1$1$##AA666600AA000000..0000 /

/xxiit t llaammp p PP<<LLPP 1100 sseet t 11AA776655AA000000..000 0 1177AA665500AA000000..0000 @

@aalll l llaammp p !!sstteer r 8 8 ppl l $ $   PP<<LLPP 7700 sseet t 44##--AA550000..000 0 ##$$AA664455AA000000..0000 nnssttaallaassi i llaammppu u 8 8 ssaakkllaarr ""6611 ttiittiik k ""00AA000000..000 0 6"6"AA""""00AA000000..0000 nnssttaallaassi i sstt!!ppkk!!nnttaak k 8 8 !!uuttlleett ""6611 ttiittiik k ""00AA000000..000 0 66""AA""""00AA000000..0000 s

stt!!ppkk!!nnttaak k iiaassa a ##000 0  110000 uuaah h 4400AA000000..000 0 44AA000000AA000000..0000 s

stt!!ppkk!!nnttaak k sshhaaFFaappss 11444 4 uuaah h ##11AA550000..000 0 --AA00$$66AA000000..0000 s

stt!!ppkk!!nnttaak k >> ##--00 uuaah h $$11AA115500..000 0 ##00AA$$6644AA550000..0000 L

Laammppu u PP<<LLP P ##0 0 @@ 55--$$ uuaah h 11##00AA000000..000 0 6464AA66""00AA000000..0000 L

Laammppu u PP<<LLP P 440 0 @@ ##4466 uuaah h 116600AA000000..000 0 -$-$AA--6600AA000000..0000

1  '  ,  

1  '  ,   1+)5+1)+,.1+)5+1)+,.

N

L,

L, PPASASANANG PG PAGAGAR AR BESBESII

P

Paaggaar r eessii 11..00000 0 mm# # 454500AA000000..000 0 445500AA000000..0000

2'+)2. 2'+)2.

?

?aanndd!!rr 00..0000# # !!h h 4400AA000000..000 0 ""00..0000 

eeppaalla a ttuukkaanng g aattuu 00..00004 4 !!h h --77AA550000..000 0 115500..0000 T

Tuukkaanng g aattuu 00..0044# # !!h h --55AA000000..000 0 11AA447700..0000 P

Peekkeerrjjaa 00..0044# # !!h h #5#5AA000000..000 0 11AA005500..0000

N

L

L PEKPEKERJERJAAAAN PENAN PENANGNGKAKAL PETIL PETIRR 1

1 ir 3!d splitIen 1E sesua ir 3!d splitIen 1E sesuai dgn gamari dgn gamar 55 unit unit 5#4A600.00 5#4A600.00 #A6#-A000.00#A6#-A000.00

''+2,(+,. ''+2,(+,. '

' D!n >!nduct! r(> 50 denganD!n >!nduct! r(> 50 dengan k

klleem m ppeenn))aannggggaa ##5500 m m 44--AA""0000..000 0 1100AA$$5500AA000000..0000

,

, +r!unding max 1.5 !hm9ttk+r!unding max 1.5 !hm9ttk

6ARGA SAT 6ARGA SAT R$ R$ JU7LA6 JU7LA6 R$ R$ TOTAL TOTAL R$ R$ 6ARGA SAT 6ARGA SAT R$ R$ JU7LA6 JU7LA6 R$ R$ TOTAL TOTAL R$ R$

(20)

d

dggn n kk!!nnttrr!!l l --00xx--00xx--0 0 ccmm 55 uunniit t 11AA##--55AA550000..000 0 66AA117777AA550000..0000



 PPeenn))eelleessaaiiaan n ggaammaarr 11 ll!!t t ##AA77""55AA""0000..000 0 ##AA77""55AA""0000..0000

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ull) Digital *D% P*D% P(A p!rt kapasitas(A p!rt kapasitas

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terpasang setara s!ph! * -010 /ksA terpasang setara s!ph! * -010 /ksA Philips C

Philips C

a. " saluran PT Telk!m a. " saluran PT Telk!m

dilengkapi

dilengkapi materai materai pulsepulse

. 64 saluran pesaat caang dilengkapi . 64 saluran pesaat caang dilengkapi

massage aiting lengkap dengan massage aiting lengkap dengan 1 1

1 1 unit Tunit Teleph!ne ?anagement *)steeleph!ne ?anagement *)ste **?

**? 600 600 cc!unticc!unti ng ng ?anajerE?anajerE # 1 unit P> dan

# 1 unit P> dan printer untuk T?printer untuk T?** - 1 unit ?H (!x

- 1 unit ?H (!x 8 L* 8 L* #x setara#x setara 3H%/ t)pe s!ldeless dilengkapi 3H%/ t)pe s!ldeless dilengkapi lighting arrester pada saluran PTT lighting arrester pada saluran PTT

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' Pesaat telep!n standartPesaat telep!n standart

1

155 sseet t 11AA11##55AA660000..000 0 1166AA""""44AA000000..0000 dengan ?assage Lamp

dengan ?assage Lamp

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, nnssttaallaassii "" sseet t $$##77AA550000..000 0 77AA44##00AA000000..0000 D

DP P llaannttaai i 11 ## sseet t $$##77AA550000..000 0 11AA""5555AA000000..0000 D

DP P llaannttaai i ## ## sseet t $$##77AA550000..000 0 11AA""5555AA000000..0000 D

DP P llaannttaai i -- ## sseet t $$##77AA550000..000 0 11AA""5555AA000000..0000 D

DP P llaannttaai i "" ## sseet t $$##77AA550000..000 0 11AA""5555AA000000..0000 D

DP P llaannttaai i $$ ## sseet t $$##77AA550000..000 0 11AA""5555AA000000..0000 D

DP P llaannttaai i 1010 ## lls s 55AA--6600AA550000..000 0 1100AA77##11AA000000..0000 k

kaaeel l ddaan n ??DDP P kke e DDPP 111155 ttiittiik k 11AA1155##AA440000..000 0 1-1-##AA55##66AA000000..0000 iinnssttaallaassi i !!uuttlleet t ggrr!!uunnddiinngg 11 lls s $$66""AA775500..000 0 $$66""AA775500..0000

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L( PEKPEKERJERJAAAAN FIN FIRE RE ALALARAR77

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?>  1$$7 merk /* kapasitas ?>  1$$7 merk /* kapasitas

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2(+*')+2. 2(+*')+2. -0 I!ne lengkap dgnC -0 I!ne lengkap dgnC 'P* k!mputer 8 printer 'P* k!mputer 8 printer T

Terminasi dengan C erminasi dengan C li2tA ann!unciati!nli2tA ann!unciati!n

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 Pengadaan dan pemasangan Detekt!r Pengadaan dan pemasangan Detekt!r lantai 1

lantai 1 D

Deetteekktt!!r r ppaannaas s 33HH33 $$ uuaah h ##55""AA$$0000..000 0 ##AA----00AA110000..0000 D

Deetteekktt!!r r aassaapp 4455 uuaah h 5$5$##AA110000..000 0 #6#6AA664444AA550000..0000 larm lampu

larm lampu 44 uah uah 1#4A500.00 1#4A500.00 4$"A000.004$"A000.00 larm ell

larm ell 44 uah uah 446A700.00 446A700.00 1A7"6A"00.001A7"6A"00.00 ?

?aannuuaal l ((rreeaak k ++llaassss 44 uuaah h 44##66AA440000..000 0 11AA770055AA660000..0000 

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6ARGA SAT 6ARGA SAT R$ R$ JU7LA6 JU7LA6 R$ R$ TOTAL TOTAL R$ R$ 6ARGA SAT 6ARGA SAT R$ R$ JU7LA6 JU7LA6 R$ R$ TOTAL TOTAL R$ R$

(21)

lantai #  $

15)+2(,+*.

Detekt!r panas 3H3 "0 uah 66-A$00.00 5-A11#A000.00

Detekt!r asap "0 uah #5"A$00.00 #0A71#A000.00

larm lampu 7# uah 5$#A100.00 4#A6-1A#00.00

larm ell -# uah 1#4A500.00 -A$"4A000.00

?anual (reak +lass -# uah 446A700.00 14A#$4A400.00

ire /xtinguisher 1A# kg -# titik 4#6A400.00 1-A644A"00.00 lantai 10

Detekt!r panas 3H3 10 uah 5$#A100.00 5A$#1A000.00

Detekt!r asap 10 uah 1#4A500.00 1A#45A000.00

larm lampu 4 uah 446A700.00 1A7"6A"00.00

larm ell 4 uah 4#6A400.00 1A705A600.00

?anual (reak +lass 4 titik 1#1A100.00 4"4A400.00

nstalasi larm 4 uah 66-A$00.00 #A655A600.00

2 ire /xtinguisher 1A# kgA Pengkaelan C

?> ke P  (*%K - x 1 x #A5 mm# 55 m -A6-0.00 1$$A650.00

'+*52+,*.

?> ke P  1 Tished *hieldet

# x 1 x #A5 mm# #0 m -A6-0.00 7#A600.00

?> ke P  # Tished *hieldet

# x 1 x #A5 mm# 5# m -A6-0.00 1""A760.00 ?> ke P  - Tished *hieldet

# x 1 x #A5 mm# 5# m -A6-0.00 1""A760.00 ?> ke P  4 Tished *hieldet

# x 1 x #A5 mm- 5# m -A6-0.00 1""A760.00 ?> ke P  7 Tished *hieldet

# x 1 x #A5 mm4 5# m -A6-0.00 1""A760.00 ?> ke P  " Tished *hieldet

# x 1 x #A5 mm5 5# m -A6-0.00 1""A760.00 ?> ke P  $ Tished *hieldet

# x 1 x #A5 mm# 10 m -A6-0.00 -6A-00.00

T> ke jack teleph!ne 1 T>

4 x # x 0A6 mm# 8 >!nduit -0 m #A$50.00 ""A500.00 T> ke jack teleph!ne # T>

4 x # x 0A6 mm# 8 >!nduit 65 m #A$50.00 1$1A750.00 T> ke jack teleph!ne - T>

4 x # x 0A6 mm# 8 >!nduit 65 m #A$50.00 1$1A750.00 T> ke jack teleph!ne 4 T>

4 x # x 0A6 mm# 8 >!nduit 65 m #A$50.00 T> ke jack teleph!ne 7 T>

4 x # x 0A6 mm# 8 >!nduit 65 m #A$50.00 T> ke jack teleph!ne " T>

4 x # x 0A6 mm# 8 >!nduit 65 m #A$50.00 T> ke jack teleph!ne $ T>

(22)

4 x # x 0A6 mm# 8 >!nduit 10 m #A$50.00 #$A500.00

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L) PEKERJAAN SOUND SYSTE7 1 Ba:k #oun" !oun" !?!tem

$o"u:t $0/%/$! TOA Lanta/ 1

>eiling speker da)a 5 att

-0 set -"#A500.00 11A475A000.00

,,,+(51+2.

impeamsi 100F9#k!hm 2redA resp!nse 1001#00 hI

ttennuat!r 6  -0 #4 set 1A#$-A100.00 -1A0-4A400.00

nstalasi speaker 40 set 141A600.00 5A664A000.00

Terminal !x # set 407A700.00 "15A400.00

Lanta/ ' - *

?ixer ampli2ier 1#0 input

10 set 5A#"0A-00.00 5#A"0-A000.00 ?ic 1-A 600 !hmA uk 1#0 k!hm.

Hutput C 100F9-"!hmA 70F94#!hmA ##F94!hm 2reM resp!nse 10010000 hI. Distr!nsi!n tess than 1N at 1 k hI

Pagging mic 4 set #A0-"A700.00 "A154A"00.00 <!rn speaker #5 15 set 1A164A600.00 17A46$A000.00 >eiling speker da)a 5 att impeamse

100F9#k!hm 2redA resp!nse 1001#00hI #0 set -"#A500.00 7A650A000.00 ttennuat!r 6  -0 #5 set 1A#$-A100.00 -#A-#7A500.00

nstalasi speaker 1#0 set 141A600.00 16A$$#A000.00

Terminal !x 5 set 407A700.00 #A0-"A500.00

Lanta/ 1

?ixer ampli2ier 60 input C

# set 4A077A500.00 "A155A000.00 ?ic 1-A 600 !hmA uk 1#A 10 k!hm.

Hut put C100F9"-!hmA 70F94#!hmA ##F94!hm. reM resp!nse 10010000 hI. Distr!nsi!n tess than 1N at 1 k hI

Pagging mic 1 set #A0-"A700.00 #A0-"A700.00 >eiling speker da)a 5 att impeansi

100F9#k!hm 2redA resp!nse 1001#00hI 15 set -"#A500.00 5A7-7A500.00

ttennuat!r 6  -0 5 set 1A#$-A100.00 6A465A500.00

nstalasi speaker 15 set 141A600.00 #A1#4A000.00

Terminal !x - set 407A700.00 1A##-A100.00

*aund sistem ruang pertemuan

>!ulumn speaker L(> -0495# 5 set 1A6--A$00.00 "A16$A500.00 Direksi speaker L(> -41190# - set 5A5--A700.00 16A601A100.00 ?ixer ampli2ier L(( 1$149xx # set 4A"5#A#00.00 $A704A400.00

?icr!ph!ne 8 tiang # set 1A##6A600.00 #A45-A#00.00

,< multi chanel diFersit) L(>#701 # set 6A#""A000.00 1#A576A000.00 ,< <andle mic L(> #70# # set #A"71A700.00 5A74-A400.00

La/n %a/n

Pengetesan gamar 1 ls 4A077A500.00 4A077A500.00

6ARGA SAT R$ JU7LA6 R$ TOTAL R$

(23)

P!er suppl) unitA t)pe L(( --10900 1 set 15A-4"A"00.00 15A-4"A"00.00 /xtensi!n cale dan c!necct!r 10 m - set 1A#7#A400.00 -A"17A#00.00 >assette deck d!lepla)erADen!n9stere! 1 unit #A6#1A#00.00 #A6#1A#00.00 (ia)a setup c!n2erence s)stem 1 ls 4A077A500.00 4A077A500.00 ,idi! s)stemCpr!duct PhilipA THA tel Fie 1 set 4A##0A#00.00 4A##0A#00.00 *enuential sitcher Fidi!gain C

1 set 4"5A#00.00 4"5A#00.00 unit) and uth 1# ?<I

min input # caneras. Hutput 1 m!nit!r

p!er suple) 1 l!t 7A57#A500.00 7A57#A500.00 nstalati!n 1 uah 4A11"A$00.00 4A11"A$00.00 Distriuti!n ampli2ier 1 uah 1#A$47A500.00 1#A$47A500.00 ' Pen#kabe%an

3ack s)stem ke ?D**

%K? %K "- x #A5 mm# -0 m -$A"40.00 1A1$5A#00.00

11+',+'. ?D** ke ts1

%K? %K #- x #A5 mm# 8 c!ndult 50 m 1#A600.00 6-0A000.00 ?D** ke ts#

%K? %K #- x #A5 mm# 8 c!ndult "5 m 1#A600.00 1A071A000.00 ?D** ke ts 

-%K? %K #- x #A5 mm# 8 c!ndult "5 m 1#A600.00 1A071A000.00 ?D** ke ts  4

%K? %K #- x #A5 mm# 8 c!ndult "5 m 1#A600.00 1A071A000.00 ?D** ke ts  5

%K? %K #- x #A5 mm# 8 c!ndult "5 m 1#A600.00 1A071A000.00 ?D** ke ts  "

%K? %K #- x #A5 mm# 8 c!ndult "5 m 1#A600.00 1A071A000.00 ?D** ke ts  $

%K? %K #- x #A5 mm# 8 c!ndult 50 m 1#A600.00 6-0A000.00

1' ,+)1+).

PEKERJAAN PLU7BING

# set 7A#"1A#00.00 14A56#A400.00

*ump pump  ruang p!mpa

1 unit -A500A000.00 -A500A000.00 kapasitas=# m- 9jam Pr!ductC +3H'%D

head=15 m putaran=#$00 rpm da)a=# k

electricit)=-"0 F 9 -ph 950 <I *ump pump halaman

# unit -A500A000.00 7A000A000.00 kapasitas=4 m- 9 jam Pr!ductC +3H'%

head=15m putaran=#$00rpm da)a=- k 6ARGA SAT R$ JU7LA6 R$ TOTAL R$

P!mpa air ersih kap. 50 liter9mnt /lead = 50 m P3HD'>T *T3/?L%/

(24)

electricit)=-"0 F 9 -ph 950 <I + + . t)pe=*umersile pump

nstalasi  ruang p!mpa # unit 600A000.00 1A#00A000.00 a panel k!ntr!l # unit 60A000.00 1#0A000.00

 pressure # unit -7A000.00 74A000.00

c pressure gauge lengkap dgn FalFe # unit 50A000.00 100A000.00 d header 5 set 1-0A"00.00 654A000.00 e gate FalFe 1E # set "1A-00.00 16#A600.00 2 gate FalFe 19#E # set 147A400.00 #$4A"00.00 g check FalFe 1E # set #04A400.00 40"A"00.00 h t!!t FalFe 1E # set 1$#A#00.00 -"4A400.00  strainer 1E 1 l!t 1A"7#A$00.00 1A"7#A$00.00 j 2itting # set $$0A#00.00 1A$"0A400.00

nstalasi lantai 1

Pemipaan air ersih lengkap dgn supp! 55 m -"A-00.00 #A106A500.00

,'+1,1+).

Pia +P 1 medium klass 15# m #7A500.00 4A1"0A000.00 Pia +P -94 medium klass 5 set 1-0A"00.00 654A000.00 gate FalFe 1E # l!t 1A456A#00.00 #A$1#A400.00 nstalasi lantai #"

Pemipaan air ersih lengkap dgn supp! 155 m -"A-00.00 5A$-6A500.00 Pia +P 1 medium klass #56 m #7A500.00 7A040A000.00 Pia +P -94 medium klass 10 set 1-0A"00.00 1A-0"A000.00 gate FalFe 1E # l!t 1A456A#00.00 #A$1#A400.00 nstalasi lantai 10

Pemipaan air ersih lengkap dgn supp! #5 m -"A-00.00 $57A500.00 Pia +P 1 medium klass 7" m #7A500.00 #A145A000.00 Pia +P -94 medium klass 4 set 1-0A"00.00 5#-A#00.00 gate FalFe 1E 1 l!t 1A456A#00.00 1A456A#00.00 2ittingAsealtape

instalasi lantai 1

#5 m "4A400.00 #A110A000.00

2+)5*+1.

P,> klas DAdia 4E #4 m 5$A#00.00 1A4#0A"00.00 P,> klas DAdia -E -0 m --A100.00 $$-A000.00 P,> klas DAdia #E #5 m #5A600.00 640A000.00 P,> klas DAdia 1A5E 65 m #1A000.00 1A-65A000.00 P,> klas DAdia 1A#5E 1 l!t #A$1#A500.00 #A$1#A500.00 2ittingAsealtapeAdll

instalasi lantai #"

100 m "4A400.00 "A440A000.00 P,> klas DAdia 4E 7" m 5$A#00.00 4A617A600.00 P,> klas DAdia -E 56 m --A100.00 1A"5-A600.00 P,> klas DAdia #E #10 m #5A600.00 5A-76A000.00 P,> klas DAdia 1A5E 66 m #1A000.00 1A-"6A000.00 P,> klas DAdia 1A#5E # l!t #A$1#A500.00 5A"#5A000.00 2ittingAsealtapeAdll

instalasi lantai 10

#5 m "4A400.00 #A110A000.00 P,> klas DAdia 4E #- m 5$A#00.00 1A-61A600.00 P,> klas DAdia -E -5 m --A100.00 1A15"A500.00 P,> klas DAdia #E -5 m #5A600.00 "$6A000.00 P,> kl D di 1 5E #0 #1 000 00 4#0 000 00 instalasi air k!t!rAuangan lengkap

Fenting Prud!ct C P3'DH>T >LP*L

instalasi air k!t!rAuangan lengkap Fenting Prud!ct C P3'DH>T >LP*L

(25)

P,> klas DAdia 1A#5E 1 l!t #A$1#A500.00 #A$1#A500.00 2ittingAsealtapeAdll

nstalasi lantai  atap # set -A66$A700.00 7A--$A400.00

,'+,2+(*.

3!!2 tank Atangki 2i er k apas itas 1100 li ter 1 uah 1A40#A500.00 1A40#A500.00 ?!t!r FalFe dia 65 mm 1 unit -50A000.00 -50A000.00

l! meter 4 unit 1"#A4$0.00 7#$A$60.00

<eader dia 150 mm 1#5 m -"A-00.00 4A7"7A500.00 Pipa +P 1 medium klass # uah #41A$-0.00 4"-A"60.00

*trainer dia 65 mm # uah 147A7-0.00 #$5A460.00

lexile j!int 65 mm

nstalasi talang hujan 1#5 m $-A400.00 11A675A000.00 P,> klass @ dia 65 mm 10 uah 174A700.00 1A747A000.00 3!!2 drainA et!n esi c!r # ps 1A747A500.00 -A4$5A000.00

2itting 1'+25+)*.

L1 PEKERJAAN LIFT

1 L/>t oan# mek AUROLIFT

Li2t l!kal 8 interi!rA kapasitas 11 !rang # Li2t -#0A000A000.00 640A000A000.00 (++.

No URAIAN PEKERJAAN OLU7E SATUAN

L' PEKERJAAN AC DAN ENTILASI 1 AC Lanta/ 1-1

ir >!nditi!ning merk %asi!nal

"0 unit 4A$51A#00.00 -$6A0$6A000.00

1,+1('+). T)pe=all m!unted m!del=360 8 2t 60 + >!!ling cap=#1"00 (T' 9 < P!er c!ns=#410 att ' ent/%a!/ & EF Lanta/ 1

/ 1#A / 14 >ap 500 >? pr!peiler - unit "7-A700.00 #A6#1A100.00 / 1#A / >ap #50 >? pr!peiler 1 unit 5#4A#00.00 5#4A#00.00 / 1-A / >ap "00 >? pr!peiler 1 unit $$0A#00.00 $$0A#00.00 /15A/>ap #00 >?cailing 2an 1 unit 407A700.00 407A700.00

Lanta/ '-*

/#1dan ##>ap700>?pr!peiler # unit $$0A#00.00 1A$"0A400.00 / #- >ap #00 >? cailing 2an 1 unit 407A700.00 407A700.00 /#1dan##>ap1500>?pr!peiler # unit 4A077A500.00 "A155A000.00

Lanta/ 1

/-1dan /-#cap "00>?*P 0A5E @ + # unit $$0A#00.00 1A$"0A400.00

, Peke8aan /n!ta%a!/ Lanta/ 1

Pipa re2rigerant lengkap dgn is!lasi

Dia 194E 1#5 m 4-A600.00 5A450A000.00

Dia -9"E 50 m 51A"00.00 #A5$0A000.00 Dia 19#E 65 m 5"A500.00 -A"0#A500.00

6ARGA SAT R$ JU7LA6 R$ TOTAL R$ 6ARGA SAT R$ JU7LA6 R$ TOTAL R$