analisa sni llg 2014 terbaru

8/9/2019 Analisa Sni Llg 2014 Terbaru

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HARGA ( Rp. )NO URAIAN SATUAN

1 Alluminium Foil M2 15,813 2 Amplas Lbr 3,1633 Alat bantu Set 253,0004 Asbes Gelombang besar 24,782 65 M2 73,7735 Asbes Gelombang !e"il 21,4#8 #3 M2 63,##86 Atap pol$"arbonat % u! 2,1 & 11 m ' Lbr 2,#32,5007 Aspal (ement ) Aspal *itumen +g 14,#658 *a a +onstru!si ) -ro.il +g 24,805# *a a /eralis +g 12,85710 Baja tulangan beton ( Baja polos) +g 14,56011 *atu bata mera * 6#012 *atu bata lubang * 80513 *atu gunung 126,#48 05 M3 241,50014 *atu "an i M2 212,75015 *atu An esit M2 270,25016 *atu marmo M2 184,00017 *atu marmer M2 322,00018 *atu mu!a M2 215,6251# *atu !ali M3 241,500 20 *a! Man i Fiberglass 70&70&66 * 503,125 21 *a! eser oir Fibreglass +ap 1000 Ltr * 1,552,500 22 *atu pe"a 0,5)1 "m M3 517,500 23 *atu pe"a 1)2 "m M3 477,250 24 *atu pe"a 2)3 "m M3 37#,500 25 *atu pe"a 3)5 "m M3 368,000 26 *atu pe"a 5)7"m M3 356,500 27 *aut ba a * 4,20# 28 *ambu *tg 20,125 2# *ensin premium Ltr 6,50030 Besi Baja Keras (ulir) +g 18,#7531 *esi Gal anis +g 23,65632 *esi L 25&25&2,5 *tg 50,31333 *esi L 30&30&3 *tg 56,#2534 *esi L 40&40&4 *tg 65,55035 *esi plat tbl 2 mm Lbr 52#,28836 *esi plat tbl 3 mm +g 26,85337 *esi plat tbl 4 mm Lbr 1,133,32538 *esi plat tbl 5 mm +g 28,7503# *esi pipa % e& pertamina ' !g 13,66240 *esi pipa % baru ' +g 18,34341 *esi strip +g 8,05042 *esi strip 1 *atang 114,42543 *esi strip 1,5 *atang 155,25044 *o& e!ering otomatis 1 group nit 118,80045 *o& e!ering otomatis 2 group nit 271,#2046 *o& e!ering otomatis 3 group nit 356,40047 *ubungan seng plat M 24,84048 *ubungan genteng beton * 6,613

54 *ubungan *ulat Genteng Metal M 50,31355 (at asar +g 18,28556 (at embatan +g 63,25057 (at meni +g 18,28558 (at Min$a! !las % se ang ' +g 44,2755# (at Min$a! !las % bai! ' +g 57,50060 (at tembo! % se ang ' +g 56,00061 (at Mar!a % 9on / ermoplast ' +g 57,50062 (at Mar!a % / ermoplast ' +g 57,50063 (ang!ul * 71,87564 (onblo"! 5 "m * 2,30065 (onrblo"! % (* 20 ' * 2,55#66 (onrblo"! % (* 15 ' * 4,02567 (onrblo"! % (* 10 ' * 5,48068 (u"ian piring stenlis stell nit 287,5006# :ngsel -intu % se ang ' * 16,41670 :ngsel ;en ela % se ang ' * 7,47571 :ngsel gantungan < !e"il * 4,71572 :ngsel gantungan < besar * 8,165


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73 :ngsel !upu = !upu besar * 5,63574 :ngsel !upu = !upu !e"il * 4,025


3/66

75 :nternit 4 mm M2 20,#3076 Filler +g 1,50077 Floor rain * 21,#0878 Garpu * #7,7507# Geroba! * 3#6,75080 G$psum *oar tebal # mm Lbr 7#,31081 Gebalan umput M2 7,01582 Genteng beton * 5,48083 Genteng *iasa * 1,8#884 Genteng buleleng * 2,35885 Genteng !o o! * 2,35886 Genteng metal berpasir M2 12#,03087 Genteng metal "olor M2 62,50388 Genteng metal biasa +p 48,3008# Glass blo! b 28,750#0 Gorong2 beton iameter 100 "m bertulang M 53#,500#1 Gorong2 beton iameter 80 "m bertulang M 42#,000#2 Gorong2 beton iameter 60 "m bertulang M 3#0,000#3 Gorong2 beton iameter 50 "m bertulang M 234,000#4 Gorong2 beton iameter 30 "m bertulang M 156,000#5 Gren el !ualitas bai! * #,775#6 Gren el !ualitas biasa * 7,015#7 at beton +g 17,58#121 +a>at beron ong +g 32,775122 +a>at uri +g 11,828123 +a>at armoni!a M2 35,478124 +a>at n$amu! M2 10,436125 +a>at seling ba a @ 2 M 442,750126 +a$u ba!ar M3 747,500127 +a$u +las M3 4,427,500128 +a$u +las M3 3,5#3,75012# +a$u +las M3 2,127,500130 +a$u Bol!en Bia 8=10"m)4 m *tg 7,475131 +a$u untu! !onstru!si embatan M3 4,370,000132 +oral si!at M2 471,500133 +erami! u! 20&20 "m * 2,588134 +erami! u! 20&25 "m * 3,450135 +erami! u! 25&25 "m * 4,1#8136 +erami! u! 30&30 "m * 5,0#6137 +erami! u! 40&40 "m * 10,781138 +erami! Granit u! 60&60 "m * 81,45#13# +erami! -lint u! 10&20 "m * 1,380140 +erami! -lint u! 10&25 "m * 1,725141 +erami! -lint u! 10&30 "m * 2,070142 +erami! -lint u! 10&40 "m * 4,255143 +oral ) +eri!il M3 225,000144 +oral *eton ) a$a! M3 225,000


4/66

145 +eri!il ari galian bu!it = ro$alti M3 187,500146 +eri!il sungai % engan pasir' = ro$alt$ M3 187,500147 +eri!il sungai tanpa isaring M3 25#,325148 +lam penguat !u a=!u a * 24,35114# +lose u u! stan ar Ameri!a ? /anpa /ang!i nit 530,000150 +lose ong!o! lo!al * ##,000151 +lose ong!o! 9A * 225,000152 +lose ;ong!o! /C/C * 300,000153 +ran !ualitas bai! 3)4 * 36,524154 +ran !ualitas se ang 3)4 * 18,228155 +uas * 10,436156 +un"i gren el pintu * 11,6#0157 +un"i gren el en ela * 8,625158 +un"i gren el 5 * 27,02515# +un"i gren el 8 * 40,250


5/66

160 +un"i gren el 14 * 50,025161 +un"i tanam 1 Slaag *iasa * 63,250162 +un"i tanam 2 Slaag *iasa * 87,630163 +un"i tanam 2 Slaag +ualitas *ai! * 215,625164 Lampu -i ar 20 Datt * 8,625165 Lampu -i ar 40 >att * 10,#60166 Lampu /L 10 >att * 28,750167 Lampu /L 20 >att * 40,250168 Lampu /L 40 >att * 57,50016# Lampu EL 18 Datt * 40,250170 Lampu EL 23 Datt * 46,000171 Lampu EL 35 Datt * 63,250172 Lem +a$u Ltr 21,563173 Lem Aibon Ltr 43,700174 List -ro.il M 4,370175 Min$a! "at liter 13,225176 Min$a! ntu! *e!isting liter 10,#25177 Min$a! pelumas liter 47,380178 Min$a! tana liter 8,62517# 9o! -ingir metal M 36,340180 -apan nama embatan * 2,8#3,400181 -a!u asbes * 537182 -a!u beton 4 * 48#183 -a!u biasa 2 = 5 +g 17,825184 -a!u seng +g 21,568185 -a!u seng * 575186 -a!u Se!rup +g 12,#38187 -a!u triple! +g 25,875188 -asir beton M3 13#,15018# -asir pasang M3 135,1251#0 -asir urug M3 120,7501#1 -elat Asbes /ebal 6 mm Lbr 2#,2221#2 -lat penguat !u a = !u a Set 32,7751#3 intu Allu!iniu! an "usen #$ $*+' &&1#4 -intu Alluminium an !usen +M ) D( * 475,0001#5 -intu Fol ing gate 0 8 mm M2 600,0001#6 -ipa Gal anis Bia 1)2 M 25,6451#7 -ipa Gal anis Bia 3)4 M 33,4081#8 -ipa Gal anis Bia 1 M 41,7451## -ipa Gal anis Bia 1 5 M 54,26# 200 -ipa Gal anis Bia 3 M #1,83# 201 -ipa Gal anis Bia 4 M 100,188 202 -ipa - ( 1)2 M 5,3#1 203 -ipa - ( 3)4 M 6,4#8 204 -ipa - ( 1 M 8,803 205 -ipa - ( 1,5 % Abu = abu ' M 10,712 206 -ipa - ( 2 M 13,3#8 207 -ipa - ( 2,5 M 17,221 208 -ipa - ( 3 M 21,045 20# -ipa - ( 4 M 26,404 210 -ipa - ( ia 6 M 143,750 211 -lamir +g 15,307 212 -l$>oo u! 12 mm Lbr 1#4,770 213 -l$>oo u! # mm Lbr 155,842 214 -l$>oo u! 5 mm Lbr 103,6#0 215 -l$>oo u! 2,5 mm Lbr 60,000 216 esi u ) /eer Ltr 8,26# 217 oster +erami! ! 25&25 (m * 40,250 218 oster +erami! ! 30&30 (m * 51,750 21# olling Boor M2 747,500 220 Sa!lar Gan a * 45,080 221 Sa!lar /unggal * 37,576 222 Se!op * 74,750 223 Semen -( ) !g +g 1,#25 224 Semen -( % 40 ' !g a! 80,500 225 Semen -( % 50 ' !g a! #6,250 226 Semen >arna +g 3,065 227 Seal /ape * 4,025 228 Seng -lat L 100 "m Lbr 78,775 22# Seng gelombang * ls 20 % 7 !a!i ' Lbr 60,375


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230 Solar Ltr 5,500 231 Sirtu M3 218,500 232 Sirtu ta! ia$a! = ro$alti M3 241,500 233 Stop !onta! * 37,375 234 /ana /imbunan M3 #7,750 235 /ea!>oo Lbr 160,2## 236 /egel Abu=abu u! 20&20 "m * 1,725 237 /egel Abu=abu u! 30&30 "m * 4,140 238 /egel plint Abu=abu u! 10&20 "m * 805 23# /egel plint Abu=abu u! 10&30 "m * 1,380 240 /egel plint traso u! 10&20 "m * 3,853 241 /egel plint traso u! 10&30 "m * 4,1#8 242 /egel Da.el 20&20 "m * 1,668 243 / iner Ltr 24,725 244 /erpentin *otol 10,781


7/66

245 /imbunan pili an M3 #2,115 246 rinoir * 1,811,250 247 Dasta.el * 402,500 248 Dall plasing metal M 100,#13 24# ang!a atap ba a ringan ? -enutup Atap G Metal M2 220,000 250 -la.on G$psum ? ang!a besi ollo> M2 17#,688 251 -ro.il *eton M 140,400 252 Dater rain ? asesories Set 80,011 253 Filter Sa er :&tra"tion 1 +ota!)50 Lembar 440,000 254 L-( nit 120,000 255 (alsium +arbit (an 180,000 256 Biamon *it ) Mata (ore *ua 11,000,000 257 +ain Ma un +g 65,000 258 -asir +uarsa Sa! 25 +g 410,000 25# +antong -lasti! +g 20,000 260 Alumunium 3 M 126,000 261 Alumunium 4 M 144,000 262 *ubungan Genteng *iasa *ua 5,635 263 *ubungan Genteng +o o! *ua 6,555 264 *ubungan Genteng Metal *erpasir M 77,165 265 *ubungan Genteng Metal (olour M 43,873 266 *ubungan asbes gelombang M 63,250 267 (at /embo! % +ualitas *iasa ' +g 21,275 268 (at /embo! % +ualitas *ai! ' +g #6,200 26# -elapis +a$u


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NO. U R A I A N

SATUAHarga Jumlah Harga

Satuan Bahan (Rp) (Rp)

1 2 3 4

I P ! RJAAN P RSIAPAN 2 1 "# Pagar S$m$ntara %ar& S$ng G$l'm ang T&ngg& 2 "$t$r

a. Bahan 1.250 Btg Dolken Kayu & 8-10/400 cm 5,300.00 6,625.00 2.500 Kg Semen Po tlan! 1,560.00 3,"00.00 1.200 #$ Seng %elom$ang 3 -5 56,'00.00 68,040.00 0.005 Pa() Beton 224,250.00 1,121.25

0.00" Ko al Beton 246,6'5.00 2,220.08 0.0'2 Kayu 5/' 3,146,"00.00 226,5'6.80 0.060 Kg Paku B)a(a 2 -5 15,600.00 "36.00 0.450 Kg *en) Be() 0.00 0.00

30",41".13 . T$naga

0.200 + ukang Kayu 0.400 + Peke a 0.020 + Ke ala ukang 0.020 + *an!o

Jumlah 3 *+41*.13

18 ,&-tr& !$r/a a. Bahan

1.000 #( )n Sam$ungan / Pem)n!a an 3,000,000.00 3,000,000.00 50.000 * Ka$el-ka$el Pene angan cce((o )e( 2',500.00 1,3'5,000.00

1.000 B #am u So ot 500 350,000.00 350,000.00 4,'25,000.00

Jumlah 4+02 + .

22 a. T$naga

2.000 + Peke a 65,000.00 0.100 + *an!o 85,000.00

Jumlah

* 3

* 3 * 3

1 " 3 B'ng ar &n%&ng Batu Bata


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2" a. T$naga

0.200 + ukang 80,000.00 0.020 + Ke ala ukang 85,000.00 0.400 + Peke a 65,000.00

Jumlah

24 a. T$naga

0.5000 + Peke a 65,000.00

Jumlah

24 a. T$naga

0.6000 + Peke a 65,000.00

Jumlah

24 a. T$naga

0.4000 + Peke a 65,000.00

Jumlah

2'

a. T$naga 0.250 + ukang 80,000.00 0.025 + Ke ala ukang 85,000.00 1.000 + Peke a 65,000.00

Jumlah

1 " 2 B'ng ar P&ntu %an J$n%$la

Untu 1 " 2

1 " 2 B'ng ar Atap S$ng Rang a -$%$rhana

Untu 1 " 2

1 " 2 B'ng ar Atap A- $- Rang a

Untu 1 " 2

1 " 2 B'ng ar Atap G$nt$ng

Untu 1 " 2

1 " 2 B'ng aran Rang a Atap

Untu 1 " 2


10/66

28 a. T$naga


2" a. T$naga


Jumlah

13 a. T$naga

0.500 + Peke a 65,000.00 0.025 + *an!o 85,000.00

Jumlah

II P ! RJAAN TANAH 2

a. Bahan 1.2000 ana ug "','50.00 11',300.00

11',300.00 . T$naga

0.3000 Peke a '0,000.00 0.0330 *an!o "5,000.00

Jumlah 110+3 .

III P ! RJAAN PON ASI 1'

a. Bahan 0.01" Pa() ug 14",500.00 2,840.50 0.0"4 Pa() Beton 224,250.00 21,0'".50

1 " 3 B'ng aran !u%a u%a

1 " 2 B'ng aran Pla5'n% Rang a

Untu 1 " 2

1 "2 B'ng aran lanta& T$g$l6!$ram&

Untu 1 " 2

1 " 3 Urugan Tanah

* 3

1 " # P$m uatan T&ang Pan7ang (4 8 4 ) 7m+ B$t'n B$rtulang

* 3

* 3


11/66

0.150 Ko al Beton 26",100.00 40,365.00 60.500 Kg Semen Po tlan! 1,560.00 "4,380.00 45.000 Kg Be() Beton 12,500.00 562,500.00

0."00 Kg Ka at Beton 20,800.00 18,'20.00 0.032 Kayu Ka(o 5/' 3,146,"00.00 100,'00.80 0.120 Kg Paku 15,600.00 1,8'2.00

0.0"0 #t *)nyak Bek)(t)ng 15,600.00 1,404.00 0.240 Kg Plamu em$ok 0.00 0.00

843,861.80 . T$naga

1.000 + Peke a '0,000.00 0.6'0 + ukang Batu 80,000.00 0.06' + Ke ala ukang 85,000.00 0.050 + *an!o 85,000.00

Jumlah 943+9:1.9

18 a. Bahan

0.016 Pa() ug Da at 14",500.00 2,3"2.00 0.080 Pa() Beton 224,250.00 1',"40.00 0.125 Ko al Beton 26",100.00 33,63'.50

4".000 Kg Semen Po tlan! 1,560.00 '6,440.00 34.500 Kg Be() Beton 12,500.00 431,250.00

0.'00 Kg Ka at Beton 20,800.00 14,560.00

0.02' Kayu Ka(o 5/' 3,146,"00.00 84,"66.30 0.120 Kg Paku 15,600.00 1,8'2.00 0.0"0 #t *)nyak Bek)(t)ng 15,600.00 1,404.00 0.200 Kg Plamu em$ok 0.00 0.00

664,461.80 . T$naga

0.800 + Peke a '0,000.00 0.500 + ukang Batu 80,000.00 0.050 + Ke ala ukang 85,000.00 0.040 + *an!o 85,000.00

Jumlah ::4+4:1.9

1" a. Bahan

777 B Batu Bata #u$ang 600.00 300,000.00 2.024 ak Semen Po tlan! '8,000.00 15',8'2.00 0.406 Pa() Pa(ang 1"4,350.00 '8,"06.10

* 3

* 3

1 " # P$m uatan T&ang Pan7ang (3 8 3 ) 7m+ B$t'n B$rtulang

* 3

* 3

* 3

* 3

1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 4

* 3


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536,''8.10

. T$naga 1.200 + ukang Batu 80,000.00 0.120 + Ke ala ukang 85,000.00 3.600 + Peke a '0,000.00

0.180 + *an!o 85,000.00

Jumlah 3:+009.1

20 a. Bahan

777 B Batu Bata #u$ang 600.00 300,000.00 2.660 ak Semen Po tlan! '8,000.00 20',480.00 0.360 Pa() Pa(ang 1"4,350.00 6","66.00

5'',446.00

. T$naga 1.200 + ukang Batu 80,000.00 0.120 + Ke ala ukang 85,000.00 3.600 + Peke a '0,000.00 0.180 + *an!o 85,000.00

Jumlah 00+44:.

21 a. Bahan

777 B Batu Bata #u$ang 600.00 300,000.00 3.2"6 ak Semen Po tlan! '8,000.00 25',088.00 0.333 Pa() Pa(ang 1"4,350.00 64,'18.55

621,806.55

. T$naga 1.200 + ukang Batu 80,000.00 0.120 + Ke ala ukang 85,000.00

3.600 + Peke a '0,000.00 0.180 + *an!o 85,000.00

Jumlah :21+9 :.

< P ! RJAAN P, ST RAN

28

1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 3

* 3

1 " 3 Pa-. P'n%a-& Batu Bata A%. 1 ; 2

* 3

1 " 2 B$rap$n 1 P7 ; P-+ T$ al 1 mm


13/66

a. Bahan 5.6'0 Kg Semen Po tlan! 1,560.00 8,845.20 0.023 Pa() Pa(ang 1"4,350.00 4,4'0.05

13,315.25 . T$naga

0.150 + Peke a '0,000.00 0.0'0 + ukang Batu 80,000.00 0.00' + Ke ala ukang 85,000.00 0.008 + *an!o 85,000.00

Jumlah 13+31 .2

3" a. Bahan

1.000 ate oo9)ng :oat)ng 0.00

1.000 Sc ee! Pel)n!ung t ; 3 cm 0.00 1.000 Ka at yam 0.00 0.00

. T$naga 1.000 a Pa(ang 1.000 #( lat Bantu

Jumlah .

40 a. Bahan

10.588 ak Semen Po tlan! "6,250.00 1,01",0"5.00 1.080 Pa() Pa(ang 135,125.00 145,"35.00

1,165,030.00 Jumlah 1+1: + 3 .

a. Bahan

0.035 Kayu Kela( 3,655,200.00 12',"32.00 1.000 Kaca :lea 5 mm 1'5,500.00 1'5,500.00

. T$naga 0.600 + ukang Kayu 80,000.00 0.600 + Ke ala ukang 85,000.00 2.000 + Peke a '0,000.00 0.100 + *an!o 85,000.00

303,432.00

* 3

1 " 2 =at$rpr'5&ng >'at&ng P$l&n%ung S7r$$%

* 2

* 2

* 2

* 2

1 " 3 P$r$ at

* 3

1 " 2 aun P&ntu 6 J$n%$la !a7a

* 3 * 2


14/66

Upah 8 0 ? 3 3+432.

1 Buah Pa-ang !a&t Ang&n a. Bahan

1.000 B Ka)t ng)n 4,500.00 4,500.00

. T$naga 0.015 + Peke a '0,000.00 0.150 + ukang Kayu 80,000.00 0.015 + Ke ala ukang 85,000.00 777 + *an!o 85,000.00

4,500.00

a. Bahan 1.100 Kaca Bu am 100,"00.00 110,""0.00

0.050 Kg Sealent . T$naga

0.025 + Peke a '0,000.00 0.250 + ukang Kayu 80,000.00 0.025 + Ke ala ukang 85,000.00 777 + *an!o 85,000.00

110,""0.00

a. Bahan 1.000


15/66

1.000 Ply oo! 4 mm "8,000.00 "8,000.00 0.010 Kayu Kela( 3,655,200.00 36,552.00 0.200 Kg Paku B)a(a 15,600.00 3,120.00 0.050 Kg Paku Ply oo! 1",200.00 "60.00

138,632.00 . T$naga

0.800 + ukang Kayu 80,000.00 0.080 + Ke ala ukang 85,000.00 0.280 + Peke a '0,000.00 0.014 + *an!o 85,000.00

Jumlah 139+:32.

65 a. Bahan

1.000 Ply oo! 6 mm 14',000.00 14',000.00 0.010 Kayu Kela( 3,655,200.00 36,552.00 0.200 Kg Paku B)a(a 15,600.00 3,120.00 0.050 Kg Paku Ply oo! 1",200.00 "60.00

18',632.00 . T$naga


Jumlah 190+:32.

66 a. Bahan

1.100 %y (um Boa ! 0.00 0.00 0.300 Kg :o ne( 0.00 0.00 2.500 *= e>t)le a e 0.00 0.00 0.021 Kayu Kela( 0.00 0.00 0.300 Kg Paku B)a(a 0.00 0.00

3.000 B Paku Beton 0.00 0.00 0.040 Kg Paku %y (um 0.00 0.00

0.00 . T$naga

1.000 + ukang Kayu 0.00 0.100 + Ke ala ukang 0.00 0.300 + Peke a 0.00 0.015 + *an!o 0.00

* 2

* 3

1 " 2 Pla5'n% PlDE''% : mm

* 2

* 3

1 " 2 Pla5'n% GDp-um

* 2

* 3


16/66

Jumlah .

6' a. Bahan

0.030 Kayu Kela( 3,655,200.00 10",656.00 0.200 Kg Paku B)a(a 15,600.00 3,120.00

112,''6.00 . T$naga


Jumlah 112+00:.

1 "3 Pa-ang ,anta& Papan U . 362 7m a. Bahan

1.100 *3 Kayu Kela( 3,655,200 4,020,'20.008.000 Bua Baut #anta)/Paku 15,600 124,800.00

4,145,520.00. T$naga

0.038 + ukang 80,0000.004 + Ke . ukang 85,0000.150 + Peke a '0,000

0.008 + *an!o 85,000

Jumlah 4+14 + 2 .

68 a. Bahan

1.000 %?: 4 mm 0.00 0.00 0.010 Kayu Kela( 0.00 0.00 0.200 Kg Paku B)a(a 0.00 0.00 0.050 Kg Paku Ply oo! 0.00 0.00

0.00 . T$naga

0.800 + ukang Kayu 0.00 0.080 + Ke ala ukang 0.00 0.280 + Peke a 0.00 0.014 + *an!o 0.00

Jumlah .

1 " 2 &n%&ng Papan !aDu !$la- II

* 3

1 " 2 Pla5'n% GR> 4 mm

* 2

* 3


17/66


18/66

0.01' Kayu Kela( 7?


19/66

1.000 B a(ta9el 2"",000.00 2"",000.00 Pe lengka an 12 C a ga a(ta9el E 35,880.00

6.000 Kg Semen Po tlan! 1,560.00 ",360.00 0.010 Pa() Pa(ang 1"4,350.00 1,"43.50

344,240.00 . T$naga

1.200 + Peke a 7?


20/66

30 1 Bh S$pt& tan 1+ 8 2+ m %an R$-apan 777 %al)an ana 41,'60.00 438,480.00

2.6250 ugan Kem$al) 15,245.00 40,018.13 8.4000 *2 Pa(. Batu Bata 1 F 2 115,688.50 "'1,'83.40 0.3000 *3 Beton um$uk 1 F 2 F 3 835,858.00 250,'5'.40 777 *2 Ple(te an 1 F 2 6",284.38 "35,33".06

0.2000 *3 Plat Beton 1 F 2 F 3 6,8'',444.00 1,3'5,488.80 1.0000 B P) a a a 2 7?


21/66

0.105 + Ke ala ukang 0.005 + *an!o

Jumlah .

" a. Bahan

0.400 P)ntu llum)n)um 0.00 0.800 Panel lmun)um te$al 0,4 mm 0.00 0.100 Kg Sek u 0.00

0.00 . T$naga

1.500 + ukang1.050 + Peke a 0.105 + Ke ala ukang 0.005 + *an!o

Jumlah .

" a. Bahan

0.500 Gen!ela llum)n)um Kaca 0.00 1.000 Kaca 5 mm 0.00 0.025 kg Sealent 0.00 0.020 Kg Sek u 0.00

0.00 . T$naga

1.500 + ukang1.050 + Peke a 0.105 + Ke ala ukang 0.005 + *an!o

Jumlah .

12 a. Bahan

11.500 *= Be() St ) 2 > 3 0.00 0.00

. T$naga 0.350 + ukang #a( 0.350 + Peke a 0.035 + Ke ala ukang 777 + *an!o

1 m 2 Pa-ang P&ntu Allum&n&um Pan$l Almun&um

* 2

* 2

1 m 2 Pa-ang J$n%$la Allum&n&um !a7a

* 2

* 2

1 m 2 Pa-ang T$ral& B$-&


22/66

Jumlah .

13 a. Bahan

1.100 Ka at a mon)ka 0.00 0.020 Kg Be() $eugel 6 mm 0.00

0.00 . T$naga

0.100 + Peke a 0.100 + ukang #a( 0.010 + Ke ala ukang

0.0005 + *an!o

Jumlah .

1' a. Bahan

1.100 Gen!ela Hako 0.00 0.020 Kg 0.00 0.025 Kg Be() St ) 0.00

0.00 . T$naga

0.200 + Peke a 0.200 + ukang Kayu

0.020 + Ke ala ukang 0.001 + *an!o

Jumlah .

II P ! RJAAN !UN>I AN !A>A3 1 Buah Pa-ang !un7& Tanam !amar "an%&

a. Bahan 1.000 B Kunc) anam Kama *an!) 0.00

0.00

. T$naga 0.005 + Peke a 0.500 + ukang Kayu 0.005 + Ke ala ukang

0.0025 + *an!o

Jumlah .

1 m 2 Pa-ang !aEat Harm'n& a

* 2

1 m 2 Pa-ang J$n%$la Na ' %an Tral&-

* 2

Paku B)a(a 1 / 2 - 1 atau Sek u


23/66

1' a. Bahan

1.100 Kaca e$al 6 mm 0.00 0.00

. T$naga 0.015 + Peke a 0.150 + ukang Kayu 0.015 + Ke ala ukang 777 + *an!o

Jumlah .

1" a. Bahan

1.100 Kaca Bu am 0.00

0.050 Kg Sealent 0.00 0.00 . T$naga

0.025 + Peke a 0.250 + ukang Kayu 0.025 + Ke ala ukang 777 + *an!o

Jumlah .

24 a. Bahan

1.100 Kaca Pat ) 0.00 0.00

. T$naga 0.015 + Peke a 0.150 + ukang Kayu 0.015 + Ke ala ukang 777 + *an!o

Jumlah .

III P ! RJAAN P NUTUP ,ANTAI AN IN ING 68

a. Bahan 2.500 B D)n!)ng % an)t 60/120 0.00 ".300 Kg Semen $u-a$u 0.00 0.018 Pa() Pa(ang 0.00

1 m 2 Pa-ang !a7a+ T$ al : mm

* 2

1 m 2 Pa-ang !a7a Buram+ T$ al 12 mm

* 2

1 m 2 Pa-ang !a7a Patr&+ T$ al mm

* 2

1 m 2 Pa-ang &n%&ng Gran&t : 612

* 3


24/66

1.500 Kg Semen a na 0.00 0.00

. T$naga 0.600 + Peke a 0.450 + ukang Batu 0.045 + Ke ala ukang

0.030 + *an!o

Jumlah .

'4 a. Bahan

1.050 Batu em el )tam 65,000.00 0.100 Kg nt) #umut/Ie n)( Batu 5','50.00

11.'50 Kg Semen $u-a$u 7?


25/66

0.050 Pe ekat 0.00 0.00

. T$naga 0.250 + ukang Batu 0.025 + Ke ala ukang 0.500 + Peke a

0.025 + *an!o

Jumlah .

8" a. Bahan

2.500 B H) o % an)te / % an)to 40/40 0.00 0.0"6 ak Semen Po tlan! P:E 0.00 0.050 Pe ekat 0.00

0.00 . T$naga

0.250 + ukang Batu 0.025 + Ke ala ukang 0.500 + Peke a 0.025 + *an!o

Jumlah .

I< P ! RJAAN P NG >ATAN 30

a. Bahan 2.800 Kg :at em$ok 0.00 1.000 #( lat Bantu / Ste)ge 0.00

0.00 . T$naga

1.500 + ukang :at 0.150 + Ke ala ukang 1.000 + Peke a

0.050 + *an!o

Jumlah . .

34 a. Bahan

1.500 Kg S) lak 0.00

* 3

1 m 2 Pa-. ,anta& N$r' Gran&t$ : 6:

* 3

1 m 2 >at Pla5'n%

Untu 1 " 2

1 m 2 P'l&turan Dang a&


26/66

5.000 Btl S )tu( 0.00 5.000 #$ m la( H)ken 0.00

20.000 Bk( Pe a na 0.00 0.00

. T$naga 5.500 + ukang :at

0.550 + Ke ala ukang 1.500 + Peke a 0.0'5 + *an!o

Jumlah . .

35 a. Bahan

0.350 #t e 0.00 0.00

. T$naga 0.100 + Peke a 0.050 + *an!o

Jumlah .

a. Bahan

2.3300 Kg :at em$ok 18,285.00 1.0000 #$ m la( B)a(a 3,163.00 1.0000 #( lat $antu/(te)ge 0.00

. T$naga 2.0000 + ukang :at 0.2000 + Ke ala ukang 1.5000 + Peke a 0.0'50 + *an!o

21,448.00

Jumlah 21+449. Jumlah 2+144.9

a. Bahan 0.050 Kg So!a ) 0.00 0.00

0.00

Untu 1 " 2

1 m 2 "$r$-&%u 6 T$r 2 8

1 m 2 P$ng$7atan T$m ' 2 8 (P$m$l&haraan)

Untu 1 " 2

1 m 2 "$ng& &- 6 "$ng$r' P$rmu aan >at T$m ' ,ama


27/66


28/66

0.010 B Kua( 0.00 0.00 0.00

. T$naga 0.160 + Peke a 0.00 0.160 + ukang :at 0.00

0.016 + Ke ala ukang 0.00 0.0025 + *an!o 0.00

Jumlah .

a. Bahan 0.120 Kg :at Da(a 0.00 0.00

0.180 Kg :at Penutu 2 Kal) 0.00 0.00 0.00

. T$naga 0.028 + Peke a 0.00 0.042 + ukang :at 0.00

0.0042 + Ke ala ukang 0.00 0.0025 + *an!o 0.00

Jumlah .

a. Bahan 1.200 all Pa e - -0.200 Kg Pe ekat - -

-

. T$naga 0.020 + Peke a 0.00 0.200 + ukang :at 0.00 0.002 + Ke ala ukang 0.00

0.0025 + *an!o 0.00

Jumlah .

a. Bahan

1 m 2 P$ng$7atan T$m ' ,ama (1 ,ap&- >at a-ar+ 2 ,ap&->at P$nutup)

1 m 2 P$ma-angan =all Pap$r

* 3

1 m 2 P$ng$7atan T$m ' 3 8


29/66

3.500 Kg :at em$ok 0.00 0.00 2.000 Kg Plam) em$ok 0.00 0.00 2.000 #$ m la( B)a(a 0.00 0.00

0.00

. T$naga

2.000 + ukang :at 0.00 0.200 + Ke ala ukang 0.00 1.500 + Peke a 0.00 0.0'5 + *an!o 0.00

Jumlah . .

a. Bahan '.560 Kg :at K)lat 0.00 0.00 5.320 #t )nne 0.00 0.00 5.000 Kg ?o(( Polac 0.00 0.00 4.000 Kg (amu 0.00 0.00 4.000 Kg < o>) 0.00 0.00 4.000 #$ m la( H)ken 0.00 0.00 1.000 #( lat Bantu / :om e((o 30,000.00 30,000.00

30,000.00

. T$naga 8.000 + ukang :at 0.00 0.800 + Ke ala ukang 0.00 4.000 + Peke a 0.00 0.200 + *an!o 0.00

Jumlah 3 + . 3+ .

a. Bahan 4.660 Kg :at em$ok 0.00 0.00 1.000 Kg < o>) 0.00 0.00 2.330 Kg *)ll 0.00 0.00 1.000 #( lat Bantu / :om e((o 20,000.00 20,000.00

20,000.00

Untu 1 " 2

1 m 2 >at S$mpr't >ham$- St'n$- ( 162 u77' )

Untu 1 " 2

1 m 2 >at S$mpr't Pla5'n%


30/66

. T$naga 4.000 + ukang :at 0.00 0.400 + Ke ala ukang 0.00 2.000 + Peke a 0.00 0.100 + *an!o 0.00

Jumlah 2 + . 2+ .

a. Bahan 0.150 #t Pol)tu 0.00 0.00 0.3'2 #t Pol)tu Ga!) 0.00 0.00 2.000 #$ m ela( 0.00 0.00

0.00

. T$naga + Peke a 0.00

0.060 + ukang :at 0.00 0.016 + Ke ala ukang 0.00

0.0025 + *an!o 0.00

Jumlah .

a. Bahan 0.300 Kg :at 54,6'5.00 16,402.50

16,402.50

. T$naga 0.006 + Peke a 53,000.00 0.060 + ukang :at '0,000.00 0.012 + Ke ala ukang '5,000.00 0.006 + *an!o '5,000.00

Jumlah 1:+4 2.

a. Bahan 0.18" Kg :at K)lat 54,6'5.00 10,333.58 0.133 #t *)nyak :at ","00.00 1,316.'0

Untu 1 " 2

1 m 2 P$la uran B&%ang !aDu %$ngan P'l&tur

1 m 2 P$ng$7atan P$rmu aan Ba/a ,ap&- S$ng (Gal an&)-$7ara "anual S&-t$m 1 ,ap&- >at "uta h&r %$ngan T$ al2 um

1 m 2 P$ng$7atan !aDu "$ng &lat 2 8 ( P$m$l&haraan )


31/66

1.000 #$ m la( H)ken 2,4'5.00 2,4'5.00 14,125.28

. T$naga 0.150 + ukang :at '0,000.00 0.015 + Ke ala ukang '5,000.00

0.100 + Peke a 53,000.00 0.005 + *an!o '5,000.00

Jumlah 14+12 .29

5 a. Bahan

1.250 Btg Dolken Kayu & 8-10/400 cm ',4'5.00 ",343.'5 0.180 Kayu Kela( 4,42',500.00 '"6,"50.00 0.850 Kg Paku B)a(a 1',825.00 15,151.25 1.100 Kg Be() St ) 8,050.00 8,855.00

35.000 Kg Semen Po tlan! 1,"25.00 6',3'5.00 0.150 Pa() Pa(ang 135,125.00 20,268.'5 0.100 Pa() Beton 13",150.00 13,"15.00 0.150 Ko al Beton 225,000.00 33,'50.00

30.000 B Bata *e a 6"0.00 20,'00.00 0.250 #$ Seng Plat '8,''5.00 1",6"3.'5 2.000 B Gen!ela Hako 230,000.00 460,000.00 0.080 Kaca Polo( 7?


32/66

1.'00 Btg Dolken Kayu & 8-10/400 cm ',4'5.00 12,'0'.50 0.210 Kayu Kela( 4,42',500.00 "2",''5.00 0.300 Kg Paku B)a(a 1',825.00 5,34'.50

10.500 Kg Semen Po tlan! 1,"25.00 20,212.50 0.030 Pa() Beton 135,125.00 4,053.'5

0.050 Ko al Beton 225,000.00 11,250.00 1.500 #$ Seng %elom$ang BG#S 32 7?


33/66

Jumlah @R


34/66

HARGAJumlah Jumlah T$naga Bahan T$naga

(Rp) (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 80,000.00 65,000.00 65,000.00 85,000.00 85,000.00 85,000.00 85,000.00

315,000.00 315,000.00 31 + . :24+41*.13

3,000,000.00 1,3'5,000.00

350,000.00 4,'25,000.00

4+02 + .

130,000.00 130,000.00 8,500.00 8,500.00

138,500.00 138,500.00 139+ . 139+ .


35/66

16,000.00 16,000.00 1,'00.00 1,'00.00

26,000.00 26,000.00 43,'00.00 43,'00.00

43+0 . 43+0 . 4+30 . 4+30 .

32,500.00 32,500.00 32,500.00 32,500.00

32+ . 32+ . 3+2 . 3+2 .

3",000.00 3",000.00 3",000.00 3",000.00

3*+ . 3*+ . 3+* . 3+* .

26,000.00 26,000.00 26,000.00 26,000.00

2:+ . 2:+ . 2+: . 2+: .

20,000.00 20,000.00 2,125.00 2,125.00

65,000.00 65,000.00 8',125.00 8',125.00

90+12 . 90+12 . 9+012. 9+012.


36/66

480,000.00 480,000.00 51,000.00 51,000.00

260,000.00 260,000.00 '"1,000.00 '"1,000.00

3* + . 3* + .

32,000.00 32,000.00 3,400.00 3,400.00

65,000.00 65,000.00 100,400.00 100,400.00

1 +4 . 1 +4 . 1 + 4 . 1 + 4 .

32,500.00 32,500.00 2,125.00 2,125.00

34,625.00 34,625.00 34+:2 . 34+:2 .

3+4:2. 3+4:2.

11',300.00 11',300.00 35

5.5 21,000.00 21,000.00 ' 202,125,000

3,135.00 3,135.00 134'.5 1"0,583,663

24,135.00 24,135.00 24+13 . 141+43 .

2,840.50 21,0'".50


37/66

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 '0,000.00 53,600.00 53,600.00

5,6"5.00 5,6"5.00 4,250.00 4,250.00

133,545.00 133,545.00 133+ 4 . *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 56,000.00 40,000.00 40,000.00

4,250.00 4,250.00 3,400.00 3,400.00

103,650.00 103,650.00 1 3+: . 0:9+111.9

300,000.00 15',8'2.00

'8,"06.10


38/66


39/66

8,845.20 4,4'0.05

13,315.25

10,500.00 10,500.00 5,600.00 5,600.00

5"5.00 5"5.00 680.00 680.00

1',3'5.00 1',3'5.00 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 +*32.


40/66

19 +:2 . 49*+ 0.

1,050.00 12,000.00

1,2'5.00 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 0.00 0.00

1",600.00 1",600.00 1,120.00 1,120.00

@R @R


41/66

"8,000.00 36,552.00

3,120.00 "60.00

138,632.00

64,000.00 64,000.00 6,800.00 6,800.00

1",600.00 1",600.00 1,1"0.00 1,1"0.00

"1,5"0.00 "1,5"0.00 *1+ * . 23 +222.

14',000.00 36,552.00 3,120.00

"60.00 18',632.00

64,000.00 64,000.00 6,800.00 6,800.00

1",600.00 1",600.00 1,1"0.00 1,1"0.00

"1,5"0.00 "1,5"0.00 *1+ * . 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


42/66


43/66

0.00 0.00 .

64,000.00 64,000.00 6,800.00 6,800.00 2,345.00 2,345.00

144.50 144.50 '3,28".50 '3,28".50

03+29*. 03+29*.

0.00 0.00 0.00

64,000.00 64,000.00 6,800.00 6,800.00 2,345.00 2,345.00

144.50 144.50 '3,28".50 '3,28".50

03+29*. 03+29*.

12',"32.00 105,300.00 233,232.00

400,000.00 400,000.00 42,500.00 42,500.00

140,000.00 140,000.00 8,500.00 8,500.00

5"1,000.00 5"1,000.00 *1+ . 924+232.

443+2 . :0:+492.


44/66

7?


45/66


46/66

438,480.00 40,018.13

"'1,'83.40 250,'5'.40 "35,33".06

1,3'5,488.80 7?


47/66

0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00 0.00 0.00

0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00


48/66

0.00 0.00 . .

0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .


49/66

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

0.00 0.00 0.00


50/66

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?


51/66

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 . .

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 . .

0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 . . . .

0.00


52/66

0.00 0.00 0.00 0.00

0.00 0.00

0.00 0.00 0.00 0.00 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 "0,000.00 100,000.00 100,000.00 '0,000.00 '0,000.00 "5,000.00 "5,000.00

355,000.00 3'6,448.00

3 + . 30:+449. 3 + . 30+:44.9

0.00 0.00


53/66

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

0.00 0.00 0.00


54/66

0.00 0.00

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00

. .

0.00

0.00 0.00

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

---

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .


55/66

0.00 0.00 0.00 0.00

0.00 0.00 0.00 0.00 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


56/66

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

0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00

. .

16,402.50 16,402.50

318.00 318.00 4,200.00 4,200.00

"00.00 "00.00 450.00 450.00

5,868.00 5,868.00

+9:9. 22+20 .

10,333.58 1,316.'0


57/66

2,4'5.00 14,125.28

10,500.00 10,500.00 1,125.00 1,125.00

5,300.00 5,300.00 3'5.00 3'5.00

1',300.00 1',300.00

10+3 . 31+42 .29

",343.'5 '"6,"50.00

15,151.25 8,855.00

6',3'5.00 20,268.'5 13,"15.00

33,'50.00 20,'00.00 1",6"3.'5

460,000.00 7?


58/66

12,'0'.50 "2",''5.00

5,34'.50 20,212.50 4,053.'5

11,250.00 7?


59/66

@R @R


60/66

DAFTAR HARGA SATUAN BAHAN DAN UPAHTAHUN 2013

UPAH

NO U R A I A N SATUANHARGA

KETERANGANSATUAN( Rp )

1 Mandor Lapan an Hari 85.000,-2 Mekanik Hari 115.000,-3 Mekanik Pembantu Hari 63.000,-4 Ke a a !ukan Hari "0.000,-5 !ukan Hari 80.000,-6 #perator !er ati$ Hari 115.000,-% Pembantu #perator Hari 63.000,-8 &upir !ruk Hari 115.000,-" Pembantu &upir Hari 63.000,-

10 'uru$ Lapan an !er ati$ Hari 63.000,-

BAHAN

HARGA ( Rp. )NO URAIAN SATUAN1 ( uminium )oi M2 13,%502 (mp a* Lbr 2,%503 ( at bantu &et 220,0004 (*be* +e ombang be*ar M2 64,1505 (*be* +e ombang ke i M2 55,6506 (tap po arbonat uk. 2,1 / 11 m Lbr 2,550,000

% (*pa ement (*pa 'itumen Kg 11,5008 'a a Kon*truk*i Pro i Kg 22,550" 'a a !era i* Kg 11,18010 'a a tu angan beton 'a a po o* Kg 14,00011 'atu bata mera$ '$ 60012 'atu bata ubang '$ %0013 'atu gunung M3 210,00014 'atu andi M2 185,00015 'atu (nde*it M2 235,00016 'atu marmo M2 160,0001% 'atu marmer M2 280,00018 'atu muka M2 18%,500

1" 'atu ka i M3 210,00020 'ak Mandi )iberg a** %0/%0/66 '$ 43%,50021 'ak e*er oir )ibreg a** Kap. 1000 Ltr '$ 1,350,00022 'atu pe a$ 0,5 1 m M3 450,00023 'atu pe a$ 1 2 m M3 415,00024 'atu pe a$ 2 3 m M3 330,00025 'atu pe a$ 3 5 m M3 320,00026 'atu pe a$ 5 % m M3 310,0002% 'aut ba a '$ 3,66028 'ambu 'tg 1%,5002" 'en*in premium Ltr 4,"5030 'e*i 'a a Kera* u ir Kg 16,50031 'e*i +a ani* Kg 20,5%032 'e*i L 25/25/2,5 'tg 43,%5033 'e*i L 30/30/3 'tg 4",50034 'e*i L 40/40/4 'tg 5%,00035 'e*i p at tb 2 mm Lbr 460,25036 'e*i p at tb 3 mm Kg 23,3503% 'e*i p at tb 4 mm Lbr "85,50038 'e*i p at tb 5 mm Kg 25,0003" 'e*i pipa e/ pertamina kg 11,88040 'e*i pipa baru Kg 15,"5041 'e*i *trip Kg %,000

42 'e*i *trip 1 7 'atang "",50043 'e*i *trip 1,5 7 'atang 135,000


61/66

44 'o/ ekering otomati* 1 group 9nit "",000


62/66

45 'o/ ekering otomati* 2 group 9nit 226,60046 'o/ ekering otomati* 3 group 9nit 2"%,0004% 'ubungan *eng p at M: 21,60048 'ubungan genteng beton '$ 5,%504" 'ubungan genteng bia*a '$ 4,"0050 'ubungan genteng kodok '$ 5,%0051 'ubungan genteng meta berpa*ir M: 6%,10052 'ubungan genteng meta ko or M: 38,15053 'ubungan a*be* ge ombang M: 55,00054 'ubungan 'u at +enteng Meta M: 43,%5055 at da*ar Kg 15,"0056 at embatan Kg 55,0005% at meni Kg 15,"0058 at Min ak k a* ;; *edang Kg 38,5005" at Min ak k a* ; baik Kg 50,00060 at tembok *edang Kg 18,500

61 at Marka ende a bia*a '$ 40,000"8 Hand e Pintu >ende a Kuningan '$ %0,000"" Hand e ukuran ke i '$ 25,000100 Hand e ukuran *edang '$ 35,000101 Hand e ukuran menenga$ '$ 100,000102 Hand e ukuran be*ar '$ 168,%50103 ; uk Kg 6,500104 ;n*ta a*i i*trik !itik %5,000105 >abar?ood M2 44,500106 >ende a Ka a nako @ 'ingkai M2 148,50010% >ende a ( uminium dan ku*en M2 350,000108 Ka a bening uk 3 mm M2 5","00


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10" Ka a bening uk 5 mm M2 %",850110 Ka a ra band uk 5 mm M2 "3,1%0


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111 Ka a nako 8 daun bia*a &et 180,000112 Ka a nako 8 daun ra band &et 200,000113 Ka a ?arna biru 5 mm M2 165,000114 Ka a =* 9k 5 mm M2 "4,000115 Ka a Patri M2 2,300,000116 Kait (ngin !un ang (ngin bia*a '$ %,50011% Kait (ngin !un ang (ngin Kuningan '$ 15,000118 Kapur tembok M3 1,6%5,00011" Ka?at a am M2 18,%50120 Ka?at ba a bendrat ka?at beton Kg 15,2"5121 Ka?at beron ong Kg 28,500122 Ka?at duri Kg 10,285123 Ka?at $armonika M2 30,850124 Ka?at n amuk M2 ",0%5125 Ka?at *e ing ba a A 2 7 M: 385,000126 Ka u bakar M3 650,000

12% Ka u K a* ;; M3 3,850,000128 Ka u K a* ;;; M3 3,125,00012" Ka u K a* ;B M3 1,850,000130 Ka u Co ken Cia 8-10 m 4 m 'tg 6,500131 Ka u untuk kon*truk*i embatan M3 3,800,000132 Kora *ikat M2 410,000133 Keramik uk. 20/20 m '$ 2,250134 Keramik uk. 20/25 m '$ 3,000135 Keramik uk. 25/25 m '$ 3,650136 Keramik uk. 30/30 m '$ 4,43113% Keramik uk. 40/40 m '$ ",3%5138 Keramik +ranit uk. 60/60 m '$ %0,834

13" Keramik P int uk. 10/20 m '$ 1,200140 Keramik P int uk. 10/25 m '$ 1,500141 Keramik P int uk. 10/30 m '$ 1,800142 Keramik P int uk. 10/40 m '$ 3,%00143 Kora Keriki M3 1%5,000144 Kora 'eton a ak M3 1%5,000145 Keriki dari ga ian bukit - ro a ti M3 150,000146 Keriki *ungai dengan pa*ir - ro a t M3 150,00014% Keriki *ungai tanpa di*aring M3 225,500148 K am penguat kuda-kuda '$ 21,1%514" K o*ed duduk *tandar (merika 9nit 4%5,000150 K o*ed ongkok oka '$ 82,500151 K o*ed ongkok ;


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231 &irtu M3 1"0,000232 &irtu tak dia ak - ro a ti M3 210,000233 &top kontak '$ 32,500234 !ana$ !imbunan M3 85,000235 !eak?ood Lbr 13",3"0236 !ege (bu-abu uk 20/20 m '$ 1,50023% !ege (bu-abu uk 30/30 m '$ 3,600238 !ege p int (bu-abu uk 10/20 m '$ %0023" !ege p int (bu-abu uk 10/30 m '$ 1,200240 !ege p int tra*o uk 10/20 m '$ 3,350241 !ege p int tra*o uk 10/30 m '$ 3,650242 !ege Da e 20/20 m '$ 1,450243 !$iner Ltr 21,500244 !erpentin 'oto ",3%5245 !imbunan pi i$an M3 80,100246 9rinoir '$ 1,5%5,000

24% Da*ta e '$ 350,000248 Da p a*ing meta M: 8%,%5024" angka atap ba a ringan @ Penutup (tap +. Meta M2 220,000250 P a ond + p*um @ angka be*i $o o? M2 156,250251 Pro i 'eton M: 11%,000252 Dater drain @ a*e*orie* &et 6",5%5

Lubuk inggau, >anuari 2013Ci*etu ui, Ci*iapkan,

KABID CIPTA KARYA KASUBBID PERENCANAAN TEKNIS

MAYA ISTARINA, ST, MT KODRI

analisa sni llg 2014 terbaru

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