NO
URAIAN
1 2 3 4 5 6 7 8 # 10 11 12 13 14 15 16 17 18 1# 20 21 22 23 24 25 26 27 28 2# 30 31 32 33 34 35 36 37 38 3# 40 41 42 43 44 45 46 47 48
Alluminium Foil Amplas Alat bantu Asbes Gelombang besar Asbes Gelombang !e"il Atap pol$"arbonat % u! 2,1 & 11 m ' Aspal (ement ) Aspal *itumen *aa +onstru!si ) -ro.il *aa /eralis Baja tulangan beton ( Baja polos) *atu bata mera *atu bata lubang *atu gunung *atu "ani *atu Anesit *atu marmo *atu marmer *atu mu!a *atu !ali *a! Mani Fiberglass 70&70&66 *a! eseroir Fibreglass +ap +ap 1000 Ltr *atu pe"a 0,5)1 "m *atu pe"a 1)2 "m *atu pe"a 2)3 "m *atu pe"a 3)5 "m *atu pe"a 5)7"m *aut baa *ambu *ensin premium Besi Baja Keras (ulir) *esi Galanis *esi L 25&25&2,5 *esi L 30&30&3 *esi L 40&40&4 *esi plat tbl 2 mm *esi plat tbl 3 mm *esi plat tbl 4 mm *esi plat tbl 5 mm *esi pipa % e& pertamina ' *esi pipa % baru ' *esi strip *esi strip 1 *esi strip 1,5 *o& e!ering otomatis 1 group *o& e!ering otomatis 2 group *o& e!ering otomatis 3 group *ubungan seng plat *ubungan genteng beton
54 55 56 57 58 5# 60 61 62 63 64 65 66 67 68 6# 70 71 72
*ubungan *ulat Genteng Metal (at asar (at embatan (at meni (at Min$a! !las % seang ' (at Min$a! !las % bai! ' (at tembo! % seang ' (at Mar!a % 9on /ermoplast ' (at Mar!a % /ermoplast ' (ang!ul (onblo"! 5 "m (onrblo"! % (* 20 ' (onrblo"! % (* 15 ' (onrblo"! % (* 10 ' (u"ian piring stenlis stell :ngsel -intu % seang ' :ngsel ;enela % seang ' :ngsel gantungan < !e"il :ngsel gantungan < besar
SATUAN
24,78265 21,4#8#3
126,#4805
M2 Lbr Set M2 M2 Lbr +g +g +g +g * * M3 M3 M2 M2 M2 M2 M2 M3 * * M3 M3 M3 M3 M3 * *tg Ltr +g +g *tg *tg *tg Lbr +g Lbr +g !g +g +g *atang *atang nit nit nit M * M +g +g +g +g +g +g +g +g * * * * * nit * * * *
HARGA ( Rp. ) 1 5 ,8 1 3 3,163 2 5 3 ,0 0 0 7 3 ,7 7 3 6 3 ,# # 8 2,#32,500 1 4 ,# 6 5 2 4 ,8 0 5 1 2 ,8 5 7 1 4 ,5 6 0 6#0 805 2 4 1 ,5 0 0 2 1 2 ,7 5 0 2 7 0 ,2 5 0 1 8 4 ,0 0 0 3 2 2 ,0 0 0 2 1 5 ,6 2 5 2 4 1 ,5 0 0 503,125 1,552,500 517,500 477,250 37#,500 368,000 356,500 4,20# 20,125 6,500 1 8 ,# 7 5 2 3 ,6 5 6 5 0 ,3 1 3 5 6 ,# 2 5 6 5 ,5 5 0 52#,288 26,853 1,133,325 28,750 1 3 ,6 6 2 1 8 ,3 4 3 8 ,0 5 0 114,425 1 5 5 ,2 5 0 118,800 2 7 1 ,# 2 0 3 5 6 ,4 0 0 2 4 ,8 4 0 6 ,6 1 3 5 0 ,3 1 3 1 8 ,2 8 5 6 3 ,2 5 0 1 8 ,2 8 5 4 4 ,2 7 5 5 7 ,5 0 0 5 6 ,0 0 0 5 7 ,5 0 0 5 7 ,5 0 0 7 1 ,8 7 5 2 ,3 0 0 2 ,5 5 # 4 ,0 2 5 5 ,4 8 0 2 8 7 ,5 0 0 1 6 ,4 1 6 7 ,4 7 5 4 ,7 1 5 8 ,1 6 5
73 74
:ngsel !upu = !upu besar :ngsel !upu = !upu !e"il
* *
5 ,6 3 5 4 ,0 2 5
73 74
:ngsel !upu = !upu besar :ngsel !upu = !upu !e"il
* *
5 ,6 3 5 4 ,0 2 5
75 76 77 78 7# 80 81 82 83 84 85 86 87 88 8# #0 #1 #2 #3 #4 #5 #6 #7 #8 ## 100 101 102 10 3 104 105 106 107 108 10# 110 111 112 113 114 115 116 117 118 11# 120 121 122 123 124 125 126 127 128 12# 130 131 132 133 134 135 136 137 138 13# 140 141 142 143 144
:nternit 4 mm Filler Floor rain Garpu Geroba! G$psum *oar tebal # mm Gebalan umput Genteng beton Genteng *iasa Genteng buleleng Genteng !oo! Genteng metal berpasir Genteng metal "olor Genteng metal biasa Glass blo! Gorong2 beton iameter 100 "m bertulang Gorong2 beton iameter 80 "m bertulang Gorong2 beton iameter 60 "m bertulang Gorong2 beton iameter 50 "m bertulang Gorong2 beton iameter 30 "m bertulang Grenel !ualitas bai! Grenel !ualitas biasa
oo ;enela +a"a na!o ? *ing!ai Jenela Allu!iniu! an "usen +a"a bening u! 3 mm +a"a bening u! 5 mm +a"a ra$ban u! 5 mm +a"a na!o 8 aun % biasa ' +a"a na!o 8 aun % ra$ban ' +a"a >arna biru 5 mm +a"a :s ! 5 mm +a"a -atri +ait Angin ) /unang Angin biasa +ait Angin ) /unang Angin +uningan +apur tembo! +a>at a$am +a>at baa % benrat ' ) !a>at beton +a>at beronong +a>at uri +a>at armoni!a +a>at n$amu! +a>at seling baa @ 2 +a$u ba!ar +a$u +las +a$u +las +a$u +las +a$u Bol!en Bia 8=10"m)4 m +a$u untu! !onstru!si embatan +oral si!at +erami! u! 20&20 "m +erami! u! 20&25 "m +erami! u! 25&25 "m +erami! u! 30&30 "m +erami! u! 40&40 "m +erami! Granit u! 60&60 "m +erami! -lint u! 10&20 "m +erami! -lint u! 10&25 "m +erami! -lint u! 10&30 "m +erami! -lint u! 10&40 "m +oral ) +eri!il +oral *eton ) a$a!
M2 +g * * * Lbr M2 * * * * M2 M2 +p b M M M M M * * * * * * * * +g /iti! M2 M2 #$ M2 M2 M2 Set Set M2 M2 M2 * * M3 M2 +g +g +g M2 M2 M M3 M3 M3 M3 *tg M3 M2 * * * * * * * * * * M3 M3
2 0 ,# 3 0 1,500 2 1 ,# 0 8 # 7 ,7 5 0 3 # 6 ,7 5 0 7 # ,3 1 0 7 ,0 1 5 5 ,4 8 0 1 ,8 # 8 2 ,3 5 8 2 ,3 5 8 1 2 # ,0 3 0 6 2 ,5 0 3 4 8 ,3 0 0 2 8 ,7 5 0 5 3 # ,5 0 0 4 2 # ,0 0 0 3 # 0 ,0 0 0 2 3 4 ,0 0 0 1 5 6 ,0 0 0 # ,7 7 5 7 ,0 1 5 4 6 ,0 0 0 8 0 ,5 0 0 2 8 ,7 5 0 4 0 ,2 5 0 115,000 1 # 4 ,0 6 3 7 ,4 7 5 8 6 ,2 5 0 5 1 ,1 7 5 1 7 0 ,7 7 5 % & $ ' & & 7 1 ,5 0 0 # 7 ,5 0 0 110,500 2 0 7 ,0 0 0 2 3 0 ,0 0 0 1 8 # ,7 5 0 1 0 8 ,1 0 0 2,300,000 8 ,6 2 5 1 7 ,2 5 0 1,#26,250 2 1 ,5 6 3 1 7 ,5 8 # 3 2 ,7 7 5 11,828 3 5 ,4 7 8 1 0 ,4 3 6 4 4 2 ,7 5 0 7 4 7 ,5 0 0 4,427,500 3,5#3,750 2,127,500 7 ,4 7 5 4,370,000 4 7 1 ,5 0 0 2 ,5 8 8 3 ,4 5 0 4 ,1 # 8 5 ,0 # 6 1 0 ,7 8 1 8 1 ,4 5 # 1 ,3 8 0 1 ,7 2 5 2 ,0 7 0 4 ,2 5 5 2 2 5 ,0 0 0 2 2 5 ,0 0 0
145 146 147 148 14# 150 151 152 153 154 155 156 157 158 15#
+eri!il ari galian bu!it = ro$alti +eri!il sungai %engan pasir' = ro$alt$ +eri!il sungai tanpa isaring +lam penguat !ua=!ua +lose uu! stanar Ameri!a ? /anpa /ang!i +lose ong!o! lo!al +lose ong!o! 9A +lose ;ong!o! /C/C +ran !ualitas bai! 3)4 +ran !ualitas seang 3)4 +uas +un"i grenel pintu +un"i grenel enela +un"i grenel 5 +un"i grenel 8
M3 M3 M3 * nit * * * * * * * * * *
187,500 187,500 25#,325 24,351 530,000 ##,000 225,000 300,000 36,524 18,228 10,436 11,6#0 8,625 27,025 40,250
160 161 162 163 164 165 166 167 168 16# 170 171 172 173 174 175 176 177 178 17# 180 181 182 183 184 185 186 187 188 18# 1#0 1#1 1#2 1#3 1#4 1#5 1#6 1#7 1#8 1## 200 201 202 203 204 205 206 207 208 20# 210 211 212 213 214 215 216 217 218 21# 220 221 222 223 224 225 226 227 228 22#
+un"i grenel 14 +un"i tanam 1 Slaag *iasa +un"i tanam 2 Slaag *iasa +un"i tanam 2 Slaag +ualitas *ai! Lampu -iar 20 Datt Lampu -iar 40 >att Lampu /L 10 >att Lampu /L 20 >att Lampu /L 40 >att Lampu EL 18 Datt Lampu EL 23 Datt Lampu EL 35 Datt Lem +a$u Lem Aibon List -ro.il Min$a! "at Min$a! ntu! *e!isting Min$a! pelumas Min$a! tana 9o! -ingir metal -apan nama embatan -a!u asbes -a!u beton 4 -a!u biasa 2 = 5 -a!u seng -a!u seng -a!u Se!rup -a!u triple! -asir beton -asir pasang -asir urug -elat Asbes /ebal 6 mm -lat penguat !ua = !ua intu Allu!iniu! an "usen -intu Alluminium an !usen +M ) D( -intu Foling gate 08 mm -ipa Galanis Bia 1)2 -ipa Galanis Bia 3)4 -ipa Galanis Bia 1 -ipa Galanis Bia 15 -ipa Galanis Bia 3 -ipa Galanis Bia 4 -ipa -( 1)2 -ipa -( 3)4 -ipa -( 1 -ipa -( 1,5 % Abu = abu ' -ipa -( 2 -ipa -( 2,5 -ipa -( 3 -ipa -( 4 -ipa -( ia 6 -lamir -l$>oo u! 12 mm -l$>oo u! # mm -l$>oo u! 5 mm -l$>oo u! 2,5 mm esiu ) /eer oster +erami! ! 25&25 (m oster +erami! ! 30&30 (m olling Boor Sa!lar Gana Sa!lar /unggal Se!op Semen -( ) !g Semen -( % 40 ' !g Semen -( % 50 ' !g Semen >arna Seal /ape Seng -lat L100 "m Seng gelombang *ls 20 % 7 !a!i '
* * * * * * * * * * * * Ltr Ltr M liter liter liter liter M * * * +g +g * +g +g M3 M3 M3 Lbr Set #$ * M2 M M M M M M M M M M M M M M M +g Lbr Lbr Lbr Lbr Ltr * * M2 * * * +g a! a! +g * Lbr Lbr
50,025 63,250 87,630 215,625 8,625 10,#60 28,750 40,250 57,500 40,250 46,000 63,250 21,563 43,700 4,370 13,225 10,#25 47,380 8,625 36,340 2,8#3,400 537 48# 17,825 21,568 575 12,#38 25,875 13#,150 135,125 120,750 2#,222 32,775 $*+'&& 475,000 600,000 25,645 33,408 41,745 54,26# #1,83# 100,188 5,3#1 6,4#8 8,803 10,712 13,3#8 17,221 21,045 26,404 143,750 15,307 1#4,770 155,842 103,6#0 60,000 8,26# 40,250 51,750 747,500 45,080 37,576 74,750 1,#25 80,500 #6,250 3,065 4,025 78,775 60,375
230 231 232 233 234 235 236 237 238 23# 240 241 242 243 244
Solar Sirtu Sirtu ta! ia$a! = ro$alti Stop !onta! /ana /imbunan /ea!>oo /egel Abu=abu u! 20&20 "m /egel Abu=abu u! 30&30 "m /egel plint Abu=abu u! 10&20 "m /egel plint Abu=abu u! 10&30 "m /egel plint traso u! 10&20 "m /egel plint traso u! 10&30 "m /egel Da.el 20&20 "m /iner /erpentin
Ltr M3 M3 * M3 Lbr * * * * * * * Ltr *otol
5,500 218,500 241,500 37,375 #7,750 160,2## 1,725 4,140 805 1,380 3,853 4,1#8 1,668 24,725 10,781
245 246 247 248 24# 250 251 252 253 254 255 256 257 258 25# 260 261 262 263 264 265 266 267 268 26# 270 271 272 273
/imbunan pilian rinoir Dasta.el Dall plasing metal ang!a atap baa ringan ? -enutup Atap G Metal -la.on G$psum ? ang!a besi ollo> -ro.il *eton Dater rain ? asesories Filter Saer :&tra"tion L-( (alsium +arbit Biamon *it ) Mata (ore +ain Maun -asir +uarsa +antong -lasti! Alumunium 3 Alumunium 4 *ubungan Genteng *iasa *ubungan Genteng +oo! *ubungan Genteng Metal *erpasir *ubungan Genteng Metal (olour *ubungan asbes gelombang (at /embo! % +ualitas *iasa ' (at /embo! % +ualitas *ai! ' -elapis +a$u <-L % u!uran 1,2 & 2,4 MM ' +abel 9A 2,5 MM +abel 9M %2&2,5 MM' +abel 9 %4&4 MM ' +a"a *ening !uran 10 MM
M3 * * M M2 M2 M Set 1 +ota!)50 Lembar nit (an *ua +g Sa! 25 +g +g M M *ua *ua M M M +g +g Lembar M M M M2
#2,115 1,811,250 402,500 100,#13 220,000 17#,688 140,400 80,011 440,000 120,000 180,000 11,000,000 65,000 410,000 20,000 126,000 144,000 5,635 6,555 77,165 43,873 63,250 21,275 #6,200 215,000 3,000 #,000 26,500 260,000
NO.
URAIAN
1
2
I
Harga Satuan (Rp)
3
P!RJAAN PR PRSIAP IAPAN 2 1 "# Pagar S$m$ntara %ar& S$ng G$l'mang T&ngg& 2 "$t$r a. Baha Bahan n 1.250 Btg Dolken Kayu & 8-10/400 cm 2.500 Kg K g Se S emen Potlan! 1.200 ##$ $ Se Seng %elom$ang 3-5
SATUA Jumlah Harga Bahan (Rp) 4
5,300.00 1,560.00 56,'00.00
6,625.00 3,"00.00 68,040.00
0.005 * 3 Pa() Beton
224,250.00
1,121.25
0.00" * 3 Koal Beton
246,6'5.00
2,220.08
0.0'2 * 3 Kayu 5/' 0.060 Kg K g Pa P aku B)a(a 2-5 0.450 Kg *en) Be() . T$nag T$naga a 0.200 0.400 0.02 0.020 0 0.020
+ + + +
3,146,"00.00 15,600.00 0.00
226,5'6.80 "36.00 0.00 30",41".13
ukan kang Kay Kayu Pekea Ke Keala ala u ukan kang *an!o Jumlah
18 ,&-tr& !$r/a a. Baha Bahan n 1.000 #( )n Sam$ungan / Pem)n!aan 50.000 * Ka$el-ka$el Peneangan cce((o)e( 1.000 B #amu Soot 500
3*+41*.13
3,000,000.00 2',500.00 350,000.00 Jumlah
22 1 " 3 B'ngar &n%&ng Batu Bata a. T$na T$naga ga 2.000 + Pekea 0.100 + *an!o
65,000.00 85,000.00 Jumlah
2" 1 " 2 B'ngar P&ntu %an J$n%$la
a. T$na T$naga ga 0.20 0.200 0 + uka ukang ng 0.020 + Keala ukang 0.400 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00 Jumlah
Untu 1 " 2
24 1 " 2 B'ngar Atap S$ng Ranga -$%$rhana a. T$na T$naga ga 0 5000 + Pekea
65 000 00
3,000,000.00 1,3'5,000.00 350,000.00 4,'25,000.00 4+02+.
a. T$na T$naga ga 0.20 0.200 0 + uka ukang ng 0.020 + Keala ukang 0.400 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00 Jumlah
Untu 1 " 2
24 1 " 2 B'ngar Atap S$ng Ranga -$%$rhana a. T$na T$naga ga 0.5000 + Pekea
65,000.00 Jumlah
Untu 1 " 2
24 1 " 2 B'ngar Atap A-$- Ranga a. T$na T$naga ga 0.6000 + Pekea
65,000.00 Jumlah
Untu 1 " 2
24 1 " 2 B'ngar Atap G$nt$ng a. T$na T$naga ga 0.4000 + Pekea
65,000.00 Jumlah
Untu 1 " 2
2' 1 " 2 B'ngaran Ranga Atap a. T$na T$naga ga 0.25 0.250 0 + uka ukang ng 0.025 + Keala ukang 1.000 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00 Jumlah
Untu 1 " 2
28 1 " 3 B'ngaran !u%au%a a. T$na T$naga ga 6.00 6.000 0 + uka ukang ng 0.600 + Keala ukang 4.000 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00
2" 1 " 2 B'ngaran Pla5'n% Ranga a. T$na T$naga ga 0.40 0.400 0 + uka ukang ng 0.040 + Keala ukang 1.000 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00 Jumlah
Untu 1 " 2
2" 1 " 2 B'ngaran Pla5'n% Ranga a. T$na T$naga ga 0.40 0.400 0 + uka ukang ng 0.040 + Keala ukang 1.000 + Pekea
80,0 80,000 00.0 .00 0 85,000.00 65,000.00 Jumlah
Untu 1 " 2 "2 B'ngaran lanta& T$g$l6!$ram& 13 1 "2 B'ngaran a. T$na T$naga ga 0.500 + Pekea 0.025 + *an!o
65,000.00 85,000.00 Jumlah
Untu 1 " 2 II P! P!RJ RJAA AAN N TAN TANAH 2 1 " 3 Urugan Tanah a. Baha Bahan n
"','50.00
1.2000 * 3 ana ug
11',300.00 11',300.00
. T$nag T$naga a
0.3000 0.0330
'0,000.00 "5,000.00
Pekea *an!o Jumlah
110+3.
III P! P!RJ RJAA AAN N PON PONAS ASI I
1' 1 " # P$muatan T&ang Pan7ang (4 8 4) 7m+ B$t'n B$rtulang a. Baha Bahan n 0.01" * 3 Pa() ug
14",500.00
2,840.50
0.0"4 * 3 Pa() Beton
224,250.00
21,0'".50
0.150 60.500 45.000 0."00
* 3 Kg Kg Kg Kg Kg
Koal Beton Semen Potlan! Be Be() Beton Ka Kaat Beton
0.032 0.120 0.0"0 0.240
* 3 Kg ##tt Kg
Kayu Ka(o 5/' Paku *) *)nyak Bek)(t)ng Plamu em$ok
26",100.00 1,560.00 12,500.00 20,800.00
40,365.00 "4,380.00 562,500.00 18,'20.00
3,146,"00.00 15,600.00 15,600.00 0.00
100,'00.80 1,8'2.00 1,404.00 0.00
843,861.80 . T$naga 1.000 0.6'0 0.06' 0.050
+ + + +
Pekea ukang Batu Keala ukang *an!o
'0,000.00 80,000.00 85,000.00 85,000.00 Jumlah
18 1 " # P$muatan T&ang Pan7ang (3 8 3) 7m+ B$t'n B$rtulang a. Bahan
943+9:1.9
843,861.80 . T$naga 1.000 0.6'0 0.06' 0.050
+ + + +
Pekea ukang Batu Keala ukang *an!o
'0,000.00 80,000.00 85,000.00 85,000.00
Jumlah
943+9:1.9
18 1 " # P$muatan T&ang Pan7ang (3 8 3) 7m+ B$t'n B$rtulang a. Bahan 0.016 * 3 Pa() ug Daat
14",500.00
2,3"2.00
0.080 * 3 Pa() Beton
224,250.00
1',"40.00
0.125 4".000 34.500 0.'00
* 3 Kg Kg Kg
Koal Beton Semen Potlan! Be() Beton Kaat Beton
0.02' 0.120 0.0"0 0.200
* 3 Kg #t Kg
Kayu Ka(o 5/' Paku *)nyak Bek)(t)ng Plamu em$ok
. T$naga 0.800 0.500 0.050 0.040
+ + + +
Pekea ukang Batu Keala ukang *an!o
26",100.00 1,560.00 12,500.00 20,800.00
33,63'.50 '6,440.00 431,250.00 14,560.00
3,146,"00.00 15,600.00 15,600.00 0.00
'0,000.00 80,000.00 85,000.00 85,000.00
84,"66.30 1,8'2.00 1,404.00 0.00 664,461.80
Jumlah
1" 1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 4 a. Bahan 777 B Batu Bata #u$ang 2.024 ak Semen Potlan! 0.406 * 3 Pa() Pa(ang
. T$naga 1.200 0.120 3.600 0.180
+ + + +
ukang Batu Keala ukang Pekea *an!o
::4+4:1.9
600.00 '8,000.00
300,000.00 15',8'2.00
1"4,350.00
'8,"06.10 536,''8.10
80,000.00 85,000.00 '0,000.00 85,000.00
Jumlah
20 1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 3 a. Bahan 777 B Batu Bata #u$ang 2.660 ak Semen Potlan! 0.360 * 3 Pa() Pa(ang
. T$naga 1.200 + ukang Batu 0 120 + Keala ukang
3:+009.1
600.00 '8,000.00
300,000.00 20',480.00
1"4,350.00
6","66.00 5'',446.00
80,000.00 85 000 00
20 1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 3 a. Bahan 777 B Batu Bata #u$ang 2.660 ak Semen Potlan! 0.360 * 3 Pa() Pa(ang
. T$naga 1.200 0.120 3.600 0.180
+ + + +
ukang Batu Keala ukang Pekea *an!o
600.00 '8,000.00
300,000.00 20',480.00
1"4,350.00
6","66.00 5'',446.00
80,000.00 85,000.00 '0,000.00 85,000.00
Jumlah
21 1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 2 a. Bahan 777 B Batu Bata #u$ang 3.2"6 ak Semen Potlan! 0.333 * 3 Pa() Pa(ang
. T$naga 1.200 0.120 3.600 0.180
+ + + +
ukang Batu Keala ukang Pekea *an!o
00+44:.
600.00 '8,000.00
300,000.00 25',088.00
1"4,350.00
64,'18.55 621,806.55
80,000.00 85,000.00 '0,000.00 85,000.00
Jumlah <
:21+9:.
P!RJAAN P,STRAN
28 1 " 2 B$rap$n 1 P7 ; P-+ T$al 1 mm a. Bahan 5.6'0 Kg Semen Potlan! 0.023 * 3 Pa() Pa(ang . T$naga 0.150 0.0'0 0.00' 0.008
+ + + +
Pekea ukang Batu Keala ukang *an!o
1,560.00
8,845.20
1"4,350.00
4,4'0.05 13,315.25
'0,000.00 80,000.00 85,000.00 85,000.00
Jumlah
13+31.2
3" 1 " 2 >at$rpr'5&ng ?'at&ng P$l&n%ung S7r$$% a. Bahan 1.000 * 2 ateoo9)ng :oat)ng
0.00
1.000 * 2 Scee! Pel)n!ung t ; 3 cm
0.00
1.000 * 2 Kaat yam
0.00 0.00
. T$naga
1.000 * 2 a Pa(ang
Jumlah
13+31.2
3" 1 " 2 >at$rpr'5&ng ?'at&ng P$l&n%ung S7r$$% a. Bahan 1.000 * 2 ateoo9)ng :oat)ng
0.00
1.000 * 2 Scee! Pel)n!ung t ; 3 cm
0.00
1.000 * 2 Kaat yam
0.00 0.00
.
. T$naga
1.000 * 2 a Pa(ang 1.000 #( lat Bantu Jumlah
40 1 " 3 P$r$at a. Bahan 10.588 ak Semen Potlan! 1.080 * 3 Pa() Pa(ang
"6,250.00
1,01",0"5.00
135,125.00
145,"35.00 1,165,030.00 1+1:+3.
3,655,200.00
12',"32.00
1'5,500.00
1'5,500.00
Jumlah
1 " 2 aun P&ntu 6 J$n%$la !a7a a. Bahan
0.035 * 3 Kayu Kela( 1.000 . T$naga 0.600 0.600 2.000 0.100
* 2 Kaca :lea 5 mm + + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
303,432.00 33+432.
Upah 8 0 =
1 Buah Pa-ang !a&t Ang&n a. Bahan 1.000 B Ka)t ng)n
. T$naga 0.015 + Pekea 0.150 + ukang Kayu 0.015 + Keala ukang
777 + *an!o
4,500.00
4,500.00
'0,000.00 80,000.00 85,000.00
85,000.00
4,500.00
1 m 2 Pa-ang !a7a Buram+ T$al mm a. Bahan
1.100 0.050 . T$naga 0.025 0.250 0 025
* 2 Kaca Buam Kg Sealent + Pekea + ukang Kayu + Keala ukang
100,"00.00
'0,000.00 80,000.00 85 000 00
110,""0.00
777 + *an!o
85,000.00
4,500.00
1 m 2 Pa-ang !a7a Buram+ T$al mm a. Bahan
1.100 0.050 . T$naga 0.025 0.250 0.025 777
* 2 Kaca Buam Kg Sealent + + + +
100,"00.00
Pekea ukang Kayu Keala ukang *an!o
'0,000.00 80,000.00 85,000.00 85,000.00
110,""0.00
110,""0.00
1 " 2 Pla5'n% t$rn&t 4 mm a. Bahan
1.000 * 2
* 3 Kayu Kela( Kg Paku B)a(a Kg Paku Plyoo! + + + +
ukang Kayu Keala ukang Pekea *an!o
0.00
0.00
0.00 0.00 0.00
0.00 0.00 0.00
@R
0.00 0.00 '0,000.00 80,000.00
Jumlah
64 1 " 2 Pla5'n% PlDE''% 4 mm a. Bahan 1.000 * 2 Plyoo! 4 mm
"8,000.00
"8,000.00
0.010 * 3 Kayu Kela( 0.200 Kg Paku B)a(a 0.050 Kg Paku Plyoo!
3,655,200.00 15,600.00 1",200.00
36,552.00 3,120.00 "60.00 138,632.00
. T$naga 0.800 0.080 0.280 0.014
+ + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
Jumlah
139+:32.
65 1 " 2 Pla5'n% PlDE''% : mm a. Bahan
1.000 * 2 Plyoo! 6 mm
14',000.00
14',000.00
0.010 * 3 Kayu Kela( 0.200 Kg Paku B)a(a 0.050 Kg Paku Plyoo!
3,655,200.00 15,600.00 1",200.00
36,552.00 3,120.00 "60.00 18',632.00
. T$naga 0.800 0.080 0.280 0.014
+ + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
1.000 * 2 Plyoo! 6 mm
14',000.00
14',000.00
0.010 * 3 Kayu Kela( 0.200 Kg Paku B)a(a 0.050 Kg Paku Plyoo!
3,655,200.00 15,600.00 1",200.00
36,552.00 3,120.00 "60.00 18',632.00
. T$naga 0.800 0.080 0.280 0.014
+ + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
Jumlah
190+:32.
66 1 " 2 Pla5'n% GDp-um a. Bahan 1.100 * 2 %y(um Boa! 0.300 Kg :one( 2.500 *= e>t)le ae
0.00 0.00 0.00
0.00 0.00 0.00
0.021 0.300 3.000 0.040
* 3 Kg B Kg
Kayu Kela( Paku B)a(a Paku Beton Paku %y(um
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
. T$naga 1.000 0.100 0.300 0.015
+ + + +
ukang Kayu Keala ukang Pekea *an!o
0.00 0.00 0.00 0.00 .
Jumlah
6' 1 " 2 &n%&ng Papan !aDu !$la- II a. Bahan 0.030 * 3 Kayu Kela( 0.200 Kg Paku B)a(a . T$naga 0.800 0.080 0.280 0.014
+ + + +
3,655,200.00 15,600.00
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00 Jumlah
1 "3 Pa-ang ,anta& Papan U. 362 7m a. Bahan 1.100 *3 Kayu Kela( 8.000 Bua Baut #anta)/Paku . T$naga 0.038 0.004 0.150 0.008
+ + + +
ukang Ke. ukang Pekea *an!o
10",656.00 3,120.00 112,''6.00 112+00:.
3,655,200 15,600
80,000 85,000 '0,000 85,000
4,020,'20.00 124,800.00 4,145,520.00
1 "3 Pa-ang ,anta& Papan U. 362 7m a. Bahan 1.100 *3 Kayu Kela( 8.000 Bua Baut #anta)/Paku . T$naga 0.038 0.004 0.150 0.008
+ + + +
3,655,200 15,600
ukang Ke. ukang Pekea *an!o
4,020,'20.00 124,800.00 4,145,520.00
80,000 85,000 '0,000 85,000 Jumlah
4+14+2.
68 1 " 2 Pla5'n% GR? 4 mm a. Bahan 1.000 * 2 %?: 4 mm
0.00
0.00
0.010 * 3 Kayu Kela( 0.200 Kg Paku B)a(a 0.050 Kg Paku Plyoo!
0.00 0.00 0.00
0.00 0.00 0.00 0.00
. T$naga 0.800 0.080 0.280 0.014
+ + + +
ukang Kayu Keala ukang Pekea *an!o
0.00 0.00 0.00 0.00 Jumlah
6" 1 " # ,&-t GDp-um Uuran B$-ar a. Bahan 1.000 *= #)(t %y(um 0.010 Kg Paku B)a(a . T$naga 0.8000 0.0800 0.0335 0.001'
+ + + +
.
0.00 0.00
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
'0 1 " # ,&-t GDp-um Uuran !$7&l a. Bahan 1.000 *= #)(t %y(um
0.010 Kg Paku B)a(a
+ + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00 Jumlah
'6 1 " 2 aun P&ntu 6 J$n%$la !a7a
0.00 0.00 .
Jumlah
. T$naga 0.8000 0.0800 0.0335 0.001'
.
0.00
0.00 0.00
.
0.010 Kg Paku B)a(a . T$naga 0.8000 0.0800 0.0335 0.001'
+ + + +
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00
0.00 0.00
.
Jumlah
'6 1 " 2 aun P&ntu 6 J$n%$la !a7a a. Bahan 0.035 * 3 Kayu Kela( 0.500 * 2 Kaca Polo( 6 mm . T$naga 5.000 0.500 2.000 0.100
+ + + +
3,655,200.00
12',"32.00
210,600.00
105,300.00 233,232.00
ukang Kayu Keala ukang Pekea *an!o
80,000.00 85,000.00 '0,000.00 85,000.00 Jumlah
233+232. 233+232.
Upah 8 0 =
43 1 " 2 Ranga Atap !aDu 7?<@A 7?<@A
0.01' * 3 Kayu Kela( 0.250 Kg Paku B)a(a
7?<@A 7?<@A 7?<@A
. T$naga
0.100 + ukang 0.010 + Keala ukang 0.100 + Pekea 0.005 + *an!o
7?<@A 7?<@A 7?<@A 7?<@A
1 "2 Ranga Atap !aDu Atap G$nt$ng !$ram& 1 "2 Ranga Atap !aDu Atap G$nt$ng "ult&r''5
@R @R
44 1 " 3 !u%au%a 6 G'r%&ng a. Bahan 7?<@A
1.100 * 3 Kayu Kela(
7?<@A 7?<@A
. T$naga
24.000 + ukang
7?<@A
2.400 + Keala ukang 8.000 + Pekea 0.400 + *an!o
7?<@A 7?<@A 7?<@A
Untu !u%au%a B$ntangan %&ata- *+ m# Untu !u%au%a B$ntangan -6% ma8 F *+ m# Upah 8 0 =
P!RJAAN SANITASI 4 "$ma-ang 1 Buah Ur&n'&r a. Bahan 1 000 B )no)
2 13' 850 00
@R @R
2 13' 850 00
2.400 + Keala ukang 8.000 + Pekea 0.400 + *an!o
7?<@A 7?<@A 7?<@A @R @R
Untu !u%au%a B$ntangan %&ata- *+ m# Untu !u%au%a B$ntangan -6% ma8 F *+ m# Upah 8 0 =
P!RJAAN SANITASI 4 "$ma-ang 1 Buah Ur&n'&r a. Bahan 1.000 B )no) Pelengkaan 30 C aga )no) E 6.000 Kg Semen Potlan!
2,13',850.00 1,560.00
0.010 * 3 Pa() Pa(ang
1.000 1.000 0.100 0.100
+ + + +
1"4,350.00
Pekea ukang Batu Keala ukang *an!o
5 "$ma-ang 1 Buah >a-ta5$l a. Bahan 1.000 B a(ta9el Pelengkaan 12 C aga a(ta9el E 6.000 Kg Semen Potlan!
2+099+:.
2"",000.00 1,560.00
0.010 * 3 Pa() Pa(ang
+ + + +
1,"43.50 2,'88,565.00
7?<@A 7?<@A 7?<@A 7?<@A Jumlah
. T$naga 1.200 1.450 0.150 0.100
2,13',850.00 641,355.00 ",360.00
1"4,350.00
Pekea ukang Batu Keala ukang *an!o
2"",000.00 35,880.00 ",360.00 1,"43.50 344,240.00
7?<@A 7?<@A 7?<@A 7?<@A Jumlah
344+24.
22 1 m 2 Pa-ang !a7a ?$rm&n+ T$al 9 mm a. Bahan 1.100 * 2 Kaca :em)n e$al 8 mm
280,800.00
. T$naga 0.0165 + Pekea 0.165 + ukang Kayu
7?<@A 7?<@A
0.0165 + Keala ukang 0.0008 + *an!o
7?<@A 7?<@A Jumlah
1'
308,880.00 308,880.00
39+99.
"$ma-ang 1 Buah Ba !'ntr'l Pa-angan Batu Bata Uuran (4 8 4) 7m+ T&ngg& 7m a. Bahan
0.250 * 3 Batu Bata ''.000 Kg Semen Potlan! 0 130 * 3 Pa() Pa(ang
600.00 1,560.00 1"4 350 00
150.00 120,120.00 25 265 50
0.0165 + Keala ukang 0.0008 + *an!o
7?<@A 7?<@A Jumlah
1'
39+99.
"$ma-ang 1 Buah Ba !'ntr'l Pa-angan Batu Bata Uuran (4 8 4) 7m+ T&ngg& 7m a. Bahan
0.250 * 3 Batu Bata ''.000 Kg Semen Potlan!
600.00 1,560.00
150.00 120,120.00
0.130 * 3 Pa() Pa(ang
1"4,350.00
25,265.50
0.020 * 3 Batu Ke)k)l 2.600 Kg Be() Beton
433,500.00 12,500.00
8,6'0.00 32,500.00
0.0"0 * 3 Pa() Beton
224,250.00
20,182.50 206,888.00
. T$naga 1.420 0.4'3 0.04' 0.0'1
+ + + +
Pekea ukang Batu Keala ukang *an!o
7?<@A 7?<@A 7?<@A 7?<@A Jumlah
2:+999.
30 1 Bh S$pt&tan 1+ 8 2+ m %an R$-apan
777
* 3 %al)an ana
2.6250 8.4000 0.3000 777 0.2000 1.0000
* 3 *2 *3 *2 *3 B
ugan Kem$al) Pa(. Batu Bata 1 F 2 Beton um$uk 1 F 2 F 3 Ple(tean 1 F 2 Plat Beton 1 F 2 F 3 P)a aa 2
R$-apan 0.'500 1.0000 4.0000 2.0000 777
*3 *3 *= B Kg
Koal Beton Pa() Pa(ang P)a !)a. 4 Bu)( Beton !)a. 50 cm uk
41,'60.00 15,245.00 115,688.50 835,858.00 6",284.38 6,8'',444.00 7?<@A
7?<@A 7?<@A 7?<@A 16",000.00 ',500.00 Jumlah
438,480.00 40,018.13 "'1,'83.40 250,'5'.40 "35,33".06 1,3'5,488.80 7?<@A
7?<@A 7?<@A 7?<@A 338,000.00 '5,000.00 7?<@A @R
4" 1 "# P$ma-angan B$-& S&u ,. 4. 4.4 a. Bahan
1.000 *= Be() S)ku #. 40.40.4 - 6 *=
0.00
0.033 * 3 Kaat #a(
0.00 0.00
. T$naga 0.021 a) *e()n #a( 0.125 + Pekea 0.500 + ukang #a( 0.18'0 + *an!o Jumlah
.
1.000 *= Be() S)ku #. 40.40.4 - 6 *=
0.00
0.033 * 3 Kaat #a(
0.00 0.00
. T$naga 0.021 a) *e()n #a( 0.125 + Pekea 0.500 + ukang #a( 0.18'0 + *an!o Jumlah
.
I P!RJAAN BSI AN A,,U"INIU"
" 1 m 2 Pa-ang P&ntu Allum&n&um !a7a a. Bahan 0.500 * 2 P)ntu llum)n)um
0.00
1.000 * 2 Kaca 6 mm 0.050 kg Sealent 0.050 Kg Seku
0.00 0.00 0.00 0.00
. T$naga 1.500 1.050 0.105 0.005
+ + + +
ukang Pekea Keala ukang *an!o Jumlah
.
" 1 m 2 Pa-ang P&ntu Allum&n&um Pan$l Almun&um a. Bahan 0.400 * 2 P)ntu llum)n)um
0.00
0.800 * 2 Panel lmun)um te$al 0,4 mm 0.100 Kg Seku
0.00 0.00 0.00
. T$naga 1.500 1.050 0.105 0.005
+ + + +
ukang Pekea Keala ukang *an!o Jumlah
.
" 1 m 2 Pa-ang J$n%$la Allum&n&um !a7a a. Bahan 0.500 * 2 Gen!ela llum)n)um Kaca
0.00
1.000 * 2 Kaca 5 mm 0.025 kg Sealent 0.020 Kg Seku
0.00 0.00 0.00 0.00
. T$naga 1.500 1.050 0.105 0.005
+ + + +
ukang Pekea Keala ukang *an!o Jumlah
1.000 * 2 Kaca 5 mm 0.025 kg Sealent 0.020 Kg Seku . T$naga 1.500 1.050 0.105 0.005
+ + + +
0.00 0.00 0.00 0.00
ukang Pekea Keala ukang *an!o Jumlah
12 1 m 2 Pa-ang T$ral& B$-& a. Bahan 11.500 *= Be() St) 2 > 3 . T$naga 0.350 0.350 0.035 777
+ + + +
.
0.00 0.00
ukang #a( Pekea Keala ukang *an!o Jumlah
.
13 1 m 2 Pa-ang !aEat Harm'n&a a. Bahan 1.100 * 2 Kaat amon)ka 0.020 Kg Be() $eugel 6 mm . T$naga 0.100 0.100 0.010 0.0005
+ + + +
0.00 0.00 0.00
Pekea ukang #a( Keala ukang *an!o Jumlah
.
0.00
1' 1 m 2 Pa-ang J$n%$la Na' %an Tral&- a. Bahan 1.100 * 2 Gen!ela Hako 0.020 Kg Paku B)a(a 1 / 2 - 1 atau Seku 0.025 Kg Be() St)
0.00 0.00 0.00
.
. T$naga
0.200 0.200 0.020 0.001
+ + + +
Pekea ukang Kayu Keala ukang *an!o Jumlah
II P!RJAAN !UN?I AN !A?A 3 1 Buah Pa-ang !un7& Tanam !amar "an%& a. Bahan 1 000 B Kunc) anam Kama *an!)
0 00
0.200 0.200 0.020 0.001
+ + + +
Pekea ukang Kayu Keala ukang *an!o Jumlah
II P!RJAAN !UN?I AN !A?A 3 1 Buah Pa-ang !un7& Tanam !amar "an%& a. Bahan 1.000 B Kunc) anam Kama *an!) . T$naga 0.005 0.500 0.005 0.0025
+ + + +
.
0.00 0.00
Pekea ukang Kayu Keala ukang *an!o Jumlah
.
0.00 0.00
.
1' 1 m 2 Pa-ang !a7a+ T$al : mm a. Bahan 1.100 * 2 Kaca e$al 6 mm . T$naga 0.015 0.150 0.015 777
+ + + +
Pekea ukang Kayu Keala ukang *an!o Jumlah
1" 1 m 2 Pa-ang !a7a Buram+ T$al 12 mm a. Bahan 1.100 * 2 Kaca Buam 0.050 Kg Sealent . T$naga 0.025 0.250 0.025 777
+ + + +
0.00 0.00 0.00
Pekea ukang Kayu Keala ukang *an!o Jumlah
.
24 1 m 2 Pa-ang !a7a Patr&+ T$al mm a. Bahan 1.100 * 2 Kaca Pat) . T$naga 0.015 0.150 0.015 777
+ + + +
0.00 0.00
Pekea ukang Kayu Keala ukang *an!o Jumlah
24 1 m 2 Pa-ang !a7a Patr&+ T$al mm a. Bahan 1.100 * 2 Kaca Pat) . T$naga 0.015 0.150 0.015 777
+ + + +
0.00 0.00
Pekea ukang Kayu Keala ukang *an!o Jumlah
.
III P!RJAAN PNUTUP ,ANTAI AN INING
68 1 m 2 Pa-ang &n%&ng Gran&t :612 a. Bahan 2.500 B D)n!)ng %an)t 60/120 ".300 Kg Semen $u-a$u
0.00 0.00
0.018 * 3 Pa() Pa(ang 1.500 Kg Semen ana . T$naga 0.600 0.450 0.045 0.030
+ + + +
0.00 0.00 0.00
.
Pekea ukang Batu Keala ukang *an!o Jumlah
'4 1 m 2 Pa-ang &n%&ng Batu T$mp$l H&tam a. Bahan 1.050 * 2 Batu emel )tam 0.100 Kg nt) #umut/Ien)( Batu 11.'50 Kg Semen $u-a$u
65,000.00 5','50.00 7?<@A
0.035 * 3 Pa() Pa(ang . T$naga 0.620 0.350 0.035 0.030
+ + + +
7?<@A
.
Pekea ukang Batu Keala ukang *an!o Jumlah
'4 1 m 2 Pa-ang &n%&ng Batu T$mp$l Batu !al&
a. Bahan
1.050 * 2 Batu emel )tam 11.'50 Kg Semen $u-a$u
230,850.00 1,420.00
0.035 * 3 Pa() Pa(ang
106,500.00
. T$naga 0.620 0.350 0.035 0.030
+ + + +
Pekea ukang Batu Keala ukang *an!o
a. Bahan
1.050 * 2 Batu emel )tam 11.'50 Kg Semen $u-a$u
230,850.00 1,420.00
0.035 * 3 Pa() Pa(ang
106,500.00
. T$naga 0.620 0.350 0.035 0.030
+ + + +
Pekea ukang Batu Keala ukang *an!o Jumlah
88 1 m 2 Pa-. ,anta& !$ram& : 6 : a. Bahan 3.010 B Keam)k D)n!)ng 60/60 0.0"6 ak Semen Potlan! P:E
+ + + +
ukang Batu Keala ukang Pekea *an!o
8" 1 m 2 Pa-. ,anta& N$r' Gran&t$ :6: a. Bahan 2.500 B H)o %an)te / %an)to 40/40 0.0"6 ak Semen Potlan! P:E
.
0.00 0.00
0.050 * 3 Peekat
+ + + +
0.00 0.00
Jumlah
. T$naga 0.250 0.025 0.500 0.025
.
0.00 0.00
0.050 * 3 Peekat . T$naga 0.250 0.025 0.500 0.025
0.00 0.00
ukang Batu Keala ukang Pekea *an!o Jumlah
.
I< P!RJAAN PNG?ATAN
30 1 m 2 ?at Pla5'n%
a. Bahan 2.800 Kg :at em$ok 1.000 #( lat Bantu / Ste)ge . T$naga 1.500 0.150 1.000 0.050
+ + + +
0.00 0.00 0.00
ukang :at Keala ukang Pekea *an!o Jumlah
a. Bahan 2.800 Kg :at em$ok 1.000 #( lat Bantu / Ste)ge . T$naga 1.500 0.150 1.000 0.050
+ + + +
0.00 0.00 0.00
ukang :at Keala ukang Pekea *an!o Jumlah
Untu 1 " 2
.
34 1 m 2 P'l&turan Dang a& a. Bahan 1.500 Kg S)lak 5.000 Btl S)tu( 5.000 #$ mla( H)ken 20.000 Bk( Peana . T$naga 5.500 0.550 1.500 0.0'5
.
+ + + +
0.00 0.00 0.00 0.00 0.00
.
ukang :at Keala ukang Pekea *an!o Jumlah
Untu 1 " 2
.
35 1 m 2 "$r$-&%u 6 T$r 2 8 a. Bahan 0.350 #t e
0.00 0.00
. T$naga 0.100 + Pekea 0.050 + *an!o Jumlah 1 m 2 P$ng$7atan T$m' 2 8 (P$m$l&haraan) a. Bahan 2.3300 Kg :at em$ok 1.0000 #$ mla( B)a(a 1.0000 #( lat $antu/(te)ge
. T$naga 2.0000 0.2000 1.5000 0.0'50
+ + + +
Untu 1 " 2
.
18,285.00 3,163.00 0.00
ukang :at Keala ukang Pekea *an!o Jumlah Jumlah
1 m 2 "$ng&&- 6 "$ng$r' P$rmuaan ?at T$m' ,ama a. Bahan
21,448.00 21+449. 2+144.9
. T$naga 2.0000 0.2000 1.5000 0.0'50
+ + + +
ukang :at Keala ukang Pekea *an!o 21,448.00 21+449. 2+144.9
Jumlah Jumlah
Untu 1 " 2
1 m 2 "$ng&&- 6 "$ng$r' P$rmuaan ?at T$m' ,ama a. Bahan 0.050 Kg So!a )
0.00
. T$naga 0.150 + + + 0.0025 +
0.00 0.00 0.00 0.00
Pekea ukang :at Keala ukang *an!o
0.00
. T$naga 0.150 + + + 0.0025 +
0.00 0.00 0.00 0.00
Pekea ukang :at Keala ukang *an!o
.
0.00 0.00
.
Jumlah 1 m 2 P$ng$7atan B&%ang !aDu ,ama a. Bahan 0.150 Kg Plam) 0.1'0 Kg :at Da(a 0.1'0 Kg :at Penutu
Jumlah 1 m 2 "$ng$r' !arat ?at ,ama P$rmuaan Ba/a %$ngan ?ara "anual a. Bahan 0.050 Kg Sa$un
0.00 0.00
0.00 0.00 0.00
0.00 0.00 0.00 0.00
. T$naga
0.0'0 0.0'5 0.00'5 0.0025
+ + + +
Pekea ukang :at Keala ukang *an!o
0.00 0.00 0.00 0.00
Jumlah 1 m 2 P$lauran B&%ang !aDu %$ngan <$rn&a. Bahan 0 150 #t Ien)(
0 00
.
0 00
0.0'0 0.0'5 0.00'5 0.0025
+ + + +
Pekea ukang :at Keala ukang *an!o
0.00 0.00 0.00 0.00
Jumlah 1 m 2 P$lauran B&%ang !aDu %$ngan <$rn&a. Bahan 0.150 #t Ien)( 0.050 Kg Demul 0.100 #$ mela( 0.010 B Kua(
0.00 0.00 0.00 0.00
. T$naga 0.160 0.160 0.016 0.0025
0.00 0.00 0.00 0.00
+ + + +
Pekea ukang :at Keala ukang *an!o
Jumlah
.
0.00 0.00 0.00 0.00 0.00
.
1 m 2 P$ng$7atan T$m' ,ama (1 ,ap&- ?at a-ar+ 2 ,ap&?at P$nutup) a. Bahan 0.120 Kg :at Da(a 0.180 Kg :at Penutu 2 Kal)
0.00 0.00
. T$naga 0.028 0.042 0.0042 0.0025
0.00 0.00 0.00 0.00
+ + + +
Pekea ukang :at Keala ukang *an!o
Jumlah
0.00 0.00 0.00
.
1 m 2 P$ma-angan >all Pap$r a. Bahan
1.200 * 3 all Pae 0.200 Kg Peekat
. T$naga 0.020 0.200 0.002 0.0025
+ + + +
-
Pekea ukang :at Keala ukang *an!o
0.00 0.00 0.00 0.00
Jumlah 1 m 2 P$ng$7atan T$m' 3 8
-
.
. T$naga 0.020 0.200 0.002 0.0025
+ + + +
Pekea ukang :at Keala ukang *an!o
0.00 0.00 0.00 0.00
Jumlah
.
1 m 2 P$ng$7atan T$m' 3 8 a. Bahan 3.500 Kg :at em$ok 2.000 Kg Plam) em$ok 2.000 #$ mla( B)a(a
0.00 0.00 0.00
. T$naga 2.000 0.200 1.500 0.0'5
0.00 0.00 0.00 0.00
+ + + +
ukang :at Keala ukang Pekea *an!o
Jumlah
.
1 m 2 ?at S$mpr't ?ham$- St'n$- ( 162 u77' ) a. Bahan '.560 Kg :at K)lat 5.320 #t )nne 5.000 Kg ?o(( Polac 4.000 Kg (amu 4.000 Kg <o>) 4.000 #$ mla( H)ken 1.000 #( lat Bantu / :ome((o
+ + + +
0.00 0.00 0.00 0.00 0.00 0.00 30,000.00
ukang :at Keala ukang Pekea *an!o
0.00 0.00 0.00 0.00 0.00 0.00 30,000.00 30,000.00
0.00 0.00 0.00 0.00
Jumlah
3+.
Untu 1 " 2 1 m 2 ?at a. Bahan 4.660 1.000 2.330 1.000
0.00 0.00 0.00 0.00
.
Untu 1 " 2
. T$naga 8.000 0.800 4.000 0.200
3+. S$mpr't Pla5'n%
Kg Kg Kg #(
:at em$ok <o>) *)ll lat Bantu / :ome((o
0.00 0.00 0.00 20,000.00
0.00 0.00 0.00 20,000.00 20,000.00
Jumlah
3+.
Untu 1 " 2 1 m 2 ?at a. Bahan 4.660 1.000 2.330 1.000
. T$naga 4.000 0.400 2.000 0.100
3+. S$mpr't Pla5'n%
Kg Kg Kg #(
:at em$ok <o>) *)ll lat Bantu / :ome((o
+ + + +
ukang :at Keala ukang Pekea *an!o
0.00 0.00 0.00 20,000.00
0.00 0.00 0.00 20,000.00 20,000.00
0.00 0.00 0.00 0.00
Jumlah
2+.
Untu 1 " 2
2+.
1 m 2 P$lauran B&%ang !aDu %$ngan P'l&tur a. Bahan 0.150 #t Pol)tu 0.3'2 #t Pol)tu Ga!) 2.000 #$ mela(
0.00 0.00 0.00
0.00 0.00 0.00 0.00
. T$naga
+ 0.060 + 0.016 + 0.0025 +
Pekea ukang :at Keala ukang *an!o
0.00 0.00 0.00 0.00
Jumlah
.
1 m 2 P$ng$7atan P$rmuaan Ba/a ,ap&- S$ng (Galan&) -$7ara "anual S&-t$m 1 ,ap&- ?at "utah&r %$ngan T$ al 2 um a. Bahan 0.300 Kg :at
54,6'5.00
. T$naga 0.006 + Pekea
53,000.00
0.060 + ukang :at 0.012 + Keala ukang 0.006 + *an!o
16,402.50 16,402.50
'0,000.00 '5,000.00 '5,000.00
Jumlah 1 m 2 P$ng$7atan !aDu "$ng&lat 2 8 ( P$m$l&haraan ) a. Bahan 0.18" Kg :at K)lat 0.133 #t *)nyak :at 1 000 #$ mla( H)ken
1:+42.
54,6'5.00 ","00.00 2 4'5 00
10,333.58 1,316.'0 2 4'5 00
0.060 + ukang :at 0.012 + Keala ukang 0.006 + *an!o
'0,000.00 '5,000.00 '5,000.00
Jumlah
1:+42.
1 m 2 P$ng$7atan !aDu "$ng&lat 2 8 ( P$m$l&haraan ) a. Bahan 0.18" Kg :at K)lat 0.133 #t *)nyak :at 1.000 #$ mla( H)ken
54,6'5.00 ","00.00 2,4'5.00
. T$naga 0.150 0.015 0.100 0.005
'0,000.00 '5,000.00 53,000.00 '5,000.00
+ + + +
ukang :at Keala ukang Pekea *an!o
10,333.58 1,316.'0 2,4'5.00 14,125.28
Jumlah
5 1 " 2 P$muatan !ant'r S$m$ntara+ $ngan ,anta& Pl$-t$ran a. Bahan 1.250 Btg Dolken Kayu & 8-10/400 cm 0.180 0.850 1.100 35.000
* 3 Kg Kg Kg
Kayu Kela( Paku B)a(a Be() St) Semen Potlan!
14+12.29
',4'5.00 4,42',500.00 1',825.00 8,050.00 1,"25.00
",343.'5 '"6,"50.00 15,151.25 8,855.00 6',3'5.00
0.150 * 3 Pa() Pa(ang
135,125.00
20,268.'5
0.100 * 3 Pa() Beton
13",150.00
13,"15.00
0.150 30.000 0.250 2.000
* 3 B #$ B
Koal Beton Bata *ea Seng Plat Gen!ela Hako
225,000.00 6"0.00 '8,''5.00 230,000.00
0.080 * 2 Kaca Polo( 0.150 B Kunc) anam 0.060 #$ Plyoo! 4 mm
7?<@A 8',630.00 103,6"0.00
. T$naga 2.000 + ukang Kayu 1.000 + ukang Batu 2.000 + Pekea
7?<@A 13,144.50 6,221.40 7?<@A
100,000.00 "5,000.00
Jumlah
0.210 * 3 Kayu Kela( 0 300 Kg Paku B)a(a
"0,000.00 "0,000.00 '0,000.00
0.300 + Keala ukang 0.050 + *an!o
6 1 " 2 P$muatan Gu%ang S$m$n %an Alat Alat a. Bahan 1.'00 Btg Dolken Kayu & 8-10/400 cm
33,'50.00 20,'00.00 1",6"3.'5 460,000.00
@R
',4'5.00 4,42',500.00 1' 825 00
12,'0'.50 "2",''5.00 5 34' 50
0.300 + Keala ukang 0.050 + *an!o
100,000.00 "5,000.00
Jumlah
6 1 " 2 P$muatan Gu%ang S$m$n %an Alat Alat a. Bahan 1.'00 Btg Dolken Kayu & 8-10/400 cm
@R
',4'5.00
0.210 * 3 Kayu Kela( 0.300 Kg Paku B)a(a 10.500 Kg Semen Potlan!
12,'0'.50
4,42',500.00 1',825.00 1,"25.00
"2",''5.00 5,34'.50 20,212.50
0.030 * 3 Pa() Beton
135,125.00
4,053.'5
0.050 * 3 Koal Beton 1.500 #$ Seng %elom$ang BG#S 32
225,000.00 7?<@A
11,250.00 7?<@A 7?<@A
. T$naga 2.000 1.000 0.200 0.050
+ + + +
ukang Kayu Pekea Keala ukang *an!o
"0,000.00 '0,000.00 100,000.00 "5,000.00
Jumlah
60 1 "# Pa-ang ,&-t Pla5'n% !aDu Pr'5&l a. Bahan 1.050 *= Kayu Po9)l
. T$naga 0.021 0.021 0.002 0.001
+ + + +
@R
7?<@A
Pekea ukang Kayu Keala ukang *an!o
'0,000.00 "0,000.00 100,000.00 "5,000.00
7?<@A 7?<@A
Jumlah
@R
" 1 m 2 Pa-ang P&ntu Allum&n&um a. Bahan 1.000 * 2 P)ntu llum)n)um
. T$naga 1.500 1.050 0.105 0.0052
+ + + +
7?<@A
ukang Be() Kon(tuk() Pekea Keala ukang *an!o
7?<@A 7?<@A
7?<@A 7?<@A 7?<@A 7?<@A
Jumlah
@R
. T$naga 1.500 1.050 0.105 0.0052
+ + + +
ukang Be() Kon(tuk() Pekea Keala ukang *an!o
7?<@A 7?<@A 7?<@A 7?<@A
Jumlah
HARGA Jumlah T$naga (Rp)
Jumlah BahanT$naga (Rp) :
@R
HARGA Jumlah T$naga (Rp)
Jumlah BahanT$naga (Rp) :
6,625.00 3,"00.00 68,040.00 1,121.25 2,220.08 226,5'6.80 "36.00 0.00 30",41".13 80,000.00 65,000.00 85,000.00 85,000.00 315,000.00 31+.
80,000.00 65,000.00 85,000.00 85,000.00 315,000.00 :24+41*.13
3,000,000.00 1,3'5,000.00 350,000.00 4,'25,000.00 4+02+.
130,000.00 8,500.00 138,500.00 139+.
130,000.00 8,500.00 138,500.00 139+.
16,000.00 1,'00.00 26,000.00 43,'00.00 43+0.
16,000.00 1,'00.00 26,000.00 43,'00.00 43+0.
4+30.
4+30.
32 500 00
32 500 00
16,000.00 1,'00.00 26,000.00 43,'00.00 43+0.
16,000.00 1,'00.00 26,000.00 43,'00.00 43+0.
4+30.
4+30.
32,500.00 32,500.00 32+.
32,500.00 32,500.00 32+.
3+2.
3+2.
3",000.00 3",000.00 3*+.
3",000.00 3",000.00 3*+.
3+*.
3+*.
26,000.00 26,000.00 2:+.
26,000.00 26,000.00 2:+.
2+:.
2+:.
20,000.00 2,125.00 65,000.00 8',125.00 90+12.
20,000.00 2,125.00 65,000.00 8',125.00 90+12.
9+012.
9+012.
480,000.00 51,000.00 260,000.00
480,000.00 51,000.00 260,000.00
'"1,000.00 3*+.
'"1,000.00 3*+.
32,000.00 3,400.00 65,000.00 100,400.00 1+4.
32,000.00 3,400.00 65,000.00 100,400.00 1+4.
1 4
1 4
'"1,000.00 3*+.
'"1,000.00 3*+.
32,000.00 3,400.00 65,000.00 100,400.00 1+4.
32,000.00 3,400.00 65,000.00 100,400.00 1+4.
1+4.
1+4.
32,500.00 2,125.00 34,625.00 34+:2.
32,500.00 2,125.00 34,625.00 34+:2.
3+4:2.
3+4:2.
11',300.00 11',300.00 21,000.00 3,135.00 24,135.00 24+13.
21,000.00 3,135.00 24,135.00 141+43.
2,840.50 21,0'".50 40,365.00 "4,380.00 562,500.00 18,'20.00 100,'00.80 1,8'2.00 1,404.00 0.00
843,861.80 '0,000.00 53,600.00 5,6"5.00 4,250.00 133,545.00 133+4.
'0,000.00 53,600.00 5,6"5.00 4,250.00 133,545.00 *00+4:.9
35 5.5 ' 134'.5
202,125,000 1"0,583,663
843,861.80 '0,000.00 53,600.00 5,6"5.00 4,250.00 133,545.00 133+4.
'0,000.00 53,600.00 5,6"5.00 4,250.00 133,545.00 *00+4:.9
2,3"2.00 1',"40.00 33,63'.50 '6,440.00 431,250.00 14,560.00 84,"66.30 1,8'2.00 1,404.00 0.00 664,461.80 56,000.00 40,000.00 4,250.00 3,400.00 103,650.00 13+:.
56,000.00 40,000.00 4,250.00 3,400.00 103,650.00 0:9+111.9
300,000.00 15',8'2.00 '8,"06.10 536,''8.10
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 303+.
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 *1+209.1
300,000.00 20',480.00 6","66.00 5'',446.00
"6,000.00 10 200 00
"6,000.00 10 200 00
300,000.00 20',480.00 6","66.00 5'',446.00
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 303+.
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 *+*4:.
300,000.00 25',088.00 64,'18.55 621,806.55
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 303+.
"6,000.00 10,200.00 252,000.00 15,300.00 3'3,500.00 **+3:.
8,845.20 4,4'0.05 13,315.25 10,500.00 5,600.00 5"5.00 680.00 1',3'5.00
10,500.00 5,600.00 5"5.00 680.00 1',3'5.00
10+30.
3+:*.2
0.00 0.00 0.00 0.00 0.00
0.00
10+30.
3+:*.2
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 .
1,01",0"5.00 145,"35.00 1,165,030.00 1+1:+3.
48,000.00 51,000.00 140,000.00 8,500.00 24',500.00 19+:2.
+*32. 49*+0.
1,050.00 12,000.00 1,2'5.00
63.'5 14,388.'5
1,'50.00 20,000.00 2,125.00
19+999.0
63.'5 14,388.'5
19+999.0
1,'50.00 20,000.00 2,125.00 106.25 23,"81.25
134+*01.2
0.00 0.00 0.00 0.00 0.00 0.00 1",600.00 1,120.00 @R
0.00 0.00 1",600.00 1,120.00 @R
"8,000.00 36,552.00 3,120.00 "60.00 138,632.00 64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 *1+*.
64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 23+222.
14',000.00 36,552.00 3,120.00 "60.00 18',632.00 64,000.00 6,800.00 1",600.00 1,1"0.00 "1 5"0 00
64,000.00 6,800.00 1",600.00 1,1"0.00 "1 5"0 00
14',000.00 36,552.00 3,120.00 "60.00 18',632.00 64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 *1+*.
64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 20*+222.
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
10",656.00 3,120.00 112,''6.00 64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 *1+*.
64,000.00 6,800.00 1",600.00 1,1"0.00 "1,5"0.00 24+3::.
4,020,'20.000 124,800.000 4,145,520.000 3,000.00 318.'5 10,500.00 63'.50 14,456.25
3,000.000 318.'50 10,500.000 63'.500 14,456.250
4,020,'20.000 124,800.000 4,145,520.000 3,000.00 318.'5 10,500.00 63'.50 14,456.25 14+4:.2
3,000.000 318.'50 10,500.000 63'.500 14,456.250 4+1*+*0:.2
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 . 64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
0.00
0.00 0.00 64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
0.00 0.00 64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
64,000.00 6,800.00 2,345.00 144.50 '3,28".50 03+29*.
12',"32.00 105,300.00 233,232.00 400,000.00 42,500.00 140,000.00 8,500.00 5"1,000.00 *1+. 443+2.
400,000.00 42,500.00 140,000.00 8,500.00 5"1,000.00 924+232. :0:+492.
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R @R
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R @R
7?<@A 7?<@A 7?<@A
7?<@A
7?<@A 7?<@A 7?<@A 7?<@A @R @R
7?<@A 7?<@A 7?<@A 7?<@A @R @R
2,13',850.00
7?<@A 7?<@A 7?<@A 7?<@A @R @R
7?<@A 7?<@A 7?<@A 7?<@A @R @R
2,13',850.00 641,355.00 ",360.00 1,"43.50 2,'88,565.00 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
2"",000.00 35,880.00 ",360.00 1,"43.50 344,240.00 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
308,880.00 308,880.00 7?<@A 7?<@A
7?<@A 7?<@A
7?<@A 7?<@A 7?<@A @R
7?<@A 7?<@A 7?<@A @R
150.00 120,120.00 25,265.50
7?<@A 7?<@A 7?<@A @R
7?<@A 7?<@A 7?<@A @R
150.00 120,120.00 25,265.50 8,6'0.00 32,500.00 20,182.50 206,888.00 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
438,480.00 40,018.13 "'1,'83.40 250,'5'.40 "35,33".06 1,3'5,488.80 7?<@A
7?<@A 7?<@A 7?<@A 338,000.00 '5,000.00 7?<@A @R
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
68,250.00 5,''5.00 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A 7?<@A .
7?<@A 7?<@A 7?<@A 7?<@A 7?<@A @R
242,3"2.50 16,685.00 3,'2'.50 262,805.00 53,000.00 '0,000.00 '5,000.00 '5,000.00 2'3 000 00
32,860.00 24,500.00 2,625.00 2,250.00 62 235 00
242,3"2.50 16,685.00 3,'2'.50 262,805.00 53,000.00 '0,000.00 '5,000.00 '5,000.00 2'3,000.00
32,860.00 24,500.00 2,625.00 2,250.00 62,235.00 32+4.
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
.
.
0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 0.00 0.00 .
.
.
0.00 0.00 0.00 0.00 0.00 .
0.00 0.00 0.00 .
18,285.00 3,163.00 0.00
"0,000.00 100,000.00 '0,000.00 "5,000.00 355,000.00 3+. 3+.
"0,000.00 100,000.00 '0,000.00 "5,000.00 3'6,448.00 30:+449. 30+:44.9
"0,000.00 100,000.00 '0,000.00 "5,000.00 355,000.00 3+. 3+.
"0,000.00 100,000.00 '0,000.00 "5,000.00 3'6,448.00 30:+449. 30+:44.9
0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
-
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
.
.
.
0.00 0.00 0.00 0.00 0.00 0.00 30,000.00 30,000.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
3+.
.
3+.
0.00 0.00 0.00 20,000.00 20,000.00
.
3+.
.
3+.
0.00 0.00 0.00 20,000.00 20,000.00
0.00 0.00 0.00 0.00 0.00
0.00 0.00 0.00 0.00 0.00
.
2+.
.
2+.
0.00 0.00 0.00 0.00
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16,402.50 16,402.50
318.00
318.00
4,200.00 "00.00 450.00 5,868.00
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10,333.58 1,316.'0 2,4'5.00 14,125.28
10,500.00 1,125.00 5,300.00 3'5.00 1',300.00
10,500.00 1,125.00 5,300.00 3'5.00 1',300.00
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DAFTAR HARGA SATUAN BAHAN DAN UPAH TAHUN 2013 UPAH NO
1 2 3
URAIAN
Mandor Lapan an Mekanik Mekanik Pembantu
SATUAN
Hari Hari Hari
HARGA SATUAN ( Rp )
85.000,115.000,63.000,-
KETERANGAN
DAFTAR HARGA SATUAN BAHAN DAN UPAH TAHUN 2013 UPAH NO
URAIAN
1 2 3 4 5 6 % 8 " 10
Mandor Lapan an Mekanik Mekanik Pembantu Ke aa !ukan !ukan #perator !erati$ Pembantu #perator &upir !ruk Pembantu &upir 'uru$ Lapan an !erati$
SATUAN
Hari Hari Hari Hari Hari Hari Hari Hari Hari Hari
HARGA SATUAN ( Rp )
KETERANGAN
85.000,115.000,63.000,"0.000,80.000,115.000,63.000,115.000,63.000,63.000,-
BAHAN NO 1 2 3 4 5 6 % 8 " 10 11 12 13 14 15 16 1% 18 1" 20 21 22 23 24 25 26 2% 28 2" 30 31 32 33 34 35 36 3% 38 3" 40 41 42 43
URAIAN (uminium )oi (mpa* (at bantu (*be* +eombang be*ar (*be* +eombang kei (tap poarbonat uk. 2,1 / 11 m (*pa ement (*pa 'itumen 'aa Kon*truk*i Proi 'aa !erai* 'aa tuangan beton 'aa poo* 'atu bata mera$ 'atu bata ubang 'atu gunung 'atu andi 'atu (nde*it 'atu marmo 'atu marmer 'atu muka 'atu kai 'ak Mandi )iberga** %0/%0/66 'ak e*eroir )ibrega** Kap. 1000 Ltr 'atu pea$ 0,51 m 'atu pea$ 12 m 'atu pea$ 23 m 'atu pea$ 35 m 'atu pea$ 5%m 'aut baa 'ambu 'en*in premium 'e*i 'aa Kera* uir 'e*i +aani* 'e*i L 25/25/2,5 'e*i L 30/30/3 'e*i L 40/40/4 'e*i pat tb 2 mm 'e*i pat tb 3 mm 'e*i pat tb 4 mm 'e*i pat tb 5 mm 'e*i pipa e/ pertamina 'e*i pipa baru 'e*i *trip 'e*i *trip 1 7 'e*i *trip 1,5 7
SATUAN M2 Lbr &et M2 M2 Lbr Kg Kg Kg Kg '$ '$ M3 M2 M2 M2 M2 M2 M3 '$ '$ M3 M3 M3 M3 M3 '$ 'tg Ltr Kg Kg 'tg 'tg 'tg Lbr Kg Lbr Kg kg Kg Kg 'atang 'atang
HARGA ( Rp. ) 13,%50 2,%50 220,000 64,150 55,650 2,550,000 11,500 22,550 11,180 14,000 600 %00 210,000 185,000 235,000 160,000 280,000 18%,500 210,000 43%,500 1,350,000 450,000 415,000 330,000 320,000 310,000 3,660 1%,500 4,"50 16,500 20,5%0 43,%50 4",500 5%,000 460,250 23,350 "85,500 25,000 11,880 15,"50 %,000 "",500 135,000
44
'o/ ekering otomati* 1 group
9nit
"",000
45 46 4% 48 4" 50 51 52 53
'o/ ekering otomati* 2 group 'o/ ekering otomati* 3 group 'ubungan *eng pat 'ubungan genteng beton 'ubungan genteng bia*a 'ubungan genteng kodok 'ubungan genteng meta berpa*ir 'ubungan genteng meta koor 'ubungan a*be* geombang
9nit 9nit M: '$ '$ '$ M: M: M:
226,600 2"%,000 21,600 5,%50 4,"00 5,%00 6%,100 38,150 55,000
54 55 56 5% 58 5" 60 61 62 63 64 65 66 6% 68 6" %0 %1 %2 %3 %4 %5 %6 %% %8 %" 80 81 82 83 84 85 86 8% 88 8" "0 "1 "2 "3 "4 "5 "6 "% "8 "" 100 101 102 103 104 105 106 10% 108
'ubungan 'uat +enteng Meta at da*ar at embatan at meni at Minak ka* ;; *edang at Minak ka* ; baik at tembok *edang at Marka endea *edang =ng*e gantungan H kei =ng*e gantungan H be*ar =ng*e kupu - kupu be*ar =ng*e kupu - kupu kei =nternit 4 mm )ier )oor drain +arpu +erobak +p*um 'oard teba " mm +ebaan umput +enteng beton +enteng 'ia*a +enteng bueeng +enteng kodok +enteng meta berpa*ir +enteng meta oor +enteng meta bia*a +a** bok +orong2 beton diameter 100 m bertuang +orong2 beton diameter 80 m bertuang +orong2 beton diameter 60 m bertuang +orong2 beton diameter 50 m bertuang +orong2 beton diameter 30 m bertuang +rende kuaita* baik +rende kuaita* bia*a Hande Pintu >endea bia*a Hande Pintu >endea Kuningan Hande ukuran kei Hande ukuran *edang Hande ukuran menenga$ Hande ukuran be*ar ;uk ;n*taa*i i*trik >abar?ood >endea Kaa nako @ 'ingkai >endea (uminium dan ku*en Kaa bening uk 3 mm
M: Kg Kg Kg Kg Kg Kg Kg Kg '$ '$ '$ '$ '$ 9nit '$ '$ '$ '$ '$ '$ M2 Kg '$ '$ '$ Lbr M2 '$ '$ '$ '$ M2 M2 Kp b$ M: M: M: M: M: '$ '$ '$ '$ '$ '$ '$ '$ Kg !itik M2 M2 M2 M2
43,%50 15,"00 55,000 15,"00 38,500 50,000 18,500 50,000 50,000 62,500 2,000 2,225 3,500 4,%65 250,000 14,2%5 6,500 4,100 %,100 4,"00 3,500 18,200 800 1",050 85,000 345,000 68,"65 6,100 4,%65 1,650 2,050 2,050 112,200 54,350 42,000 25,000 415,000 330,000 300,000 180,000 120,000 8,500 6,100 40,000 %0,000 25,000 35,000 100,000 168,%50 6,500 %5,000 44,500 148,500 350,000 5","00
10" 110
Kaa bening uk 5 mm Kaa raband uk 5 mm
M2 M2
%",850 "3,1%0
111 112 113 114 115 116 11% 118 11" 120 121 122 123 124 125 126 12% 128 12" 130 131 132 133 134 135 136 13% 138 13" 140 141 142 143 144 145 146 14% 148 14" 150 151 152 153 154 155 156 15% 158 15" 160 161 162 163 164 165 166 16% 168 16" 1%0
Kaa nako 8 daun bia*a Kaa nako 8 daun raband Kaa ?arna biru 5 mm Kaa =* 9k 5 mm Kaa Patri Kait (ngin !unang (ngin bia*a Kait (ngin !unang (ngin Kuningan Kapur tembok Ka?at aam Ka?at baa bendrat ka?at beton Ka?at beronong Ka?at duri Ka?at $armonika Ka?at namuk Ka?at *eing baa A 2 7 Kau bakar Kau Ka* ;; Kau Ka* ;;; Kau Ka* ;B Kau Coken Cia 8-10m4 m Kau untuk kon*truk*i embatan Kora *ikat Keramik uk. 20/20 m Keramik uk. 20/25 m Keramik uk. 25/25 m Keramik uk. 30/30 m Keramik uk. 40/40 m Keramik +ranit uk. 60/60 m Keramik Pint uk. 10/20 m Keramik Pint uk. 10/25 m Keramik Pint uk. 10/30 m Keramik Pint uk. 10/40 m Kora Keriki Kora 'eton aak Keriki dari gaian bukit - roati Keriki *ungai dengan pa*ir - roat Keriki *ungai tanpa di*aring Kam penguat kuda-kuda Ko*ed duduk *tandar (merika Ko*ed ongkok oka Ko*ed ongkok ;<( Ko*ed >ongkok !#!# Kran kuaita* baik 347 Kran kuaita* *edang 347 Kua* Kuni grende pintu Kuni grende endea Kuni grende 5 7 Kuni grende 8 7 Kuni grende 14 7 Kuni tanam 1 &aag 'ia*a Kuni tanam 2 &aag 'ia*a Kuni tanam 2 &aag Kuaita* 'aik Lampu Piar 20 Datt Lampu Piar 40 ?att Lampu !L 10 ?att Lampu !L 20 ?att Lampu !L 40 ?att Lampu EL 18 Datt Lampu EL 23 Datt
&et &et M2 M2 M2 '$ '$ M3 M2 Kg Kg Kg M2 M2 M: M3 M3 M3 M3 'tg M3 M2 '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ M3 M3 M3 M3 M3 '$ 9nit '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$ '$
180,000 200,000 165,000 "4,000 2,300,000 %,500 15,000 1,6%5,000 18,%50 15,2"5 28,500 10,285 30,850 ",0%5 385,000 650,000 3,850,000 3,125,000 1,850,000 6,500 3,800,000 410,000 2,250 3,000 3,650 4,431 ",3%5 %0,834 1,200 1,500 1,800 3,%00 1%5,000 1%5,000 150,000 150,000 225,500 21,1%5 4%5,000 82,500 180,000 250,000 31,%60 15,850 ",0%5 10,165 %,500 23,500 35,000 43,500 55,000 %6,200 18%,500 %,500 ",530 25,000 35,000 50,000 35,000 40,000
1%1 1%2 1%3 1%4 1%5 1%6 1%% 1%8
Lampu EL 35 Datt Lem Kau Lem (ibon Li*t Proi Minak at Minak 9ntuk 'eki*ting Minak peuma* Minak tana$
'$ Ltr Ltr M: iter iter iter iter
55,000 18,%50 38,000 3,800 11,500 ",500 41,200 %,500
1%"
M:
31,600
180
Papan nama embatan
'$
2,516,000
181 182 183 184 185 186 18% 188 18" 1"0 1"1 1"2 1"3 1"4 1"5 1"6 1"% 1"8 1"" 200 201 202 203 204 205 206 20% 208 20" 210 211 212 213 214 215 216 21% 218 21" 220 221 222 223 224 225 226 22% 228 22" 230
Paku a*be* Paku beton 47 Paku bia*a 27 - 57 Paku *eng Paku *eng Paku &ekrup Paku tripek Pa*ir beton Pa*ir pa*ang Pa*ir urug Peat (*be* !eba 6 mm Pat penguat kuda - kuda Pintu (uminium dan ku*en Pintu (uminium dan ku*en KM D Pintu )oding gate 0.8 mm Pipa +aani* Cia 12 7 Pipa +aani* Cia 34 7 Pipa +aani* Cia 1 7 Pipa +aani* Cia 1.5 7 Pipa +aani* Cia 3 7 Pipa +aani* Cia 4 7 Pipa PB 127 Pipa PB 347 Pipa PB 17 Pipa PB 1,57 (bu - abu Pipa PB 27 Pipa PB 2,57 Pipa PB 37 Pipa PB 47 Pipa PB dia 67 Pamir P?ood uk 12 mm P?ood uk " mm P?ood uk 5 mm P?ood uk 2,5 mm e*idu !eer o*ter Keramik 9k. 25/25 m o*ter Keramik 9k. 30/30 m oing Coor &akar +anda &akar !ungga &ekop &emen P 50 kg &emen P 40 kg &emen P 50 kg &emen ?arna &ea !ape &eng Pat &eng geombang '* 20 % kaki &oar
'$ '$ Kg Kg '$ Kg Kg M3 M3 M3 Lbr &et M2 '$ M2 M: M: M: M: M: M: M: M: M: M: M: M: M: M: M: Kg Lbr Lbr Lbr Lbr Ltr '$ '$ M2 '$ '$ '$ Kg ak ak Kg '$ Lbr Lbr Ltr
46% 425 15,500 18,%55 500 11,250 22,500 121,000 11%,500 105,000 25,410 28,500 250,000 350,000 600,000 22,300 2",050 36,300 4%,1"0 %",860 8%,120 4,688 5,650 %,655 ",315 11,650 14,"%5 18,300 22,"60 125,000 13,310 16",365 135,515 "0,165 50,000 %,1"0 35,000 45,000 650,000 3",200 32,6%5 65,000 1,%50 %0,000 8%,500 2,665 3,500 68,500 52,500 4,"50