analisa sni 2013 pati tengah

8/17/2019 Analisa Sni 2013 Pati Tengah

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A. REKAP PEKERJAAN PERSIAPAN

A.1. Pembuatan 1 bh bak adukan, ukuran (40 x 50 x 20) m R! 12",#$0.00

A.2. 1 m% Pa&ar 'ementara dar ka u t n&& 2 meter. R! 154,**5.00

A.". 1 m% Pa&ar 'ementara dar 'en& &e+ mban& t n&& 2 meter. R! 241,440.00

A.4. 1 m% Pa&ar 'ementara dar ka-at dur t n&& 1,# meter R! 1* ,415.00

A.5. 1 m% Pen&ukuran dan !ema'an&an b u-!+ank R! 2 ,#55.00

A.*. R! $51,#$5.00

A.$. R! *,*00.00

A.#. R! *#,*52.50

A. . R! 2#,524.50

A.10. R! 2$4, 4.50

A.11. R! 25#,4 4.50

A.12. 1 m2 / n&karan !a'an&an batu bata batu R! "#,$$5.00

A.1". 1 m2 / n&karan !a'an&an batu bata 1 batu R! $$,550.00

A.14. R! 20,042.00

/. REKAP PEKERJAAN ANA

/.1. R! 1$,*00.00

/.2. R! 2",111.00

/.". R! "2,"12.50

/.4. R! 2$,4$2.50

/.5. R! 55,000.00

/.*. R! "*,250.50

/.$. R! 2,200.00

/.#. 1 m" Pembuan&an tanah 'e3auh 150 meter. R! 22,*1*.00

/. . 1 m" a+ an anah /erbatu R! 41,0"5.50

/.10 1 m" ru&an Pa' r Pa'an& 6 ka+ ( a u) R! 144,100.00107,418,297

/.11. 18,000,000 R! #,4"$.00

450,000/.12. 125,868,297 R! 22,000.00

29,545,402

/.1". R! 2*4,100.00

1 m2 Pembuatan kant r 'ementara, den&an +anta !+e'teran

1 m2 7ember' hkan +a!an&an dan !erataan

1 m2 Pembuatan bak adukan ukuran (40 x 50 x 20) m Ka u Kru n&

1 m2 Pembuatan Ste&&er dar bambu, ukuran (40 x 50 x 20) m 'et n&& 1 m8

1 m" / n&karan bet n bertu+an&

1 m" / n&karan d nd n& temb k bata merah

1 m9 Pa'an& !a&ar ka-at 3ar n& &a+:an ' , t n&& 1,00 m

1 m" a+ an tanah b a'a 'eda+am 1 meter

1 m" a+ an tanah b a'a 'eda+am 2 meter.

1 m" a+ an tanah b a'a 'eda+am " meter.

1 m" a+ an tanah kera' 'eda+am 1 meter.

1 m" a+ an tanah ada' 'eda+am 1 meter.

1 m" a+ an tanah +um!ur 'eda+am 1 meter.

1 m2 Peker3aan 'tr !! n& 'et n&& 1 meter.

1 m" ru&an kemba+ .

1 m" Pemadatan anah.

1 m" ru&an !a' r e!u


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155,413,699

/.14. R! 1*",#$2.50

/.15. R! 1*5, 5*.50

/.1*. R! 15,000.00

/.1$. R! 1"1,000.00

/.1#. R! 4,550.00

/.1 . 1 m" ru&an tanah !ada' R! $0,400.00

/.20. 1 m" ru&an anah P + han R! $*, 00.00

/.21. 1 m" ru&an tanah b a'a R! $0, 00.00

/.22. 1 m" ru&an tanah d !adatkan (Paka tanah beka' &a+ an) den&an 3arak an&kat ; 25 m8 R! 5",41*.00

/.2". 1 m" a+ an tanah untuk !en&a ran ( /.1.b 1 m" Pa'an& P nda' /atu /e+ah, 1 P @ 5 P'. ( Pa' r 6 ka+ ) R! 50",#15.00

>.2. R! $1$,045.00

>.2.b 1 m" Pa'an& ! nda' batu /e+ah, 1 P @ 2 P'. ( Pa' r 6 ka+ ) R! *$4,"45.00

>.". R! *"#,225.00

>.".b 1 m" Pa'an& ! nda' batu be+ah, 1 P @ " P' ( Pa' r 6 ka+ ) R! 5# ,$25.00

>.4. R! 5 0, $5.00

>.5 1 m" Pa'an& ! nda' batu be+ah, 1 P @ 4 P'.( Pa' r 6 ka+ ) R! 5"#, $5.00

>.*. R! *04,215.00

>.*.b 1 m" Pa'an& ! nda' batu be+ah, 1 P @ K! @ 4 P'.( Pa' r 6 ka+ ) R! 545,#15.00

>.$. R! 4#*," 5.00

>.$b 1 m" Pa'an& ! nda' batu be+ah, 1 P @ " K! @ 10 P'.( Pa' r 6 ka+ ) R! 4"$,1 5.00

>.#. R! 251, 55.00

>.#.b 1 m" Pa'an& ! nda' batu k ' n& untuk Pen&a ran R! 204,4"5.00

>. . R! 2,1#1,$ 0.00

>.10. R! $4$,440.00

1 m" 6a! 'an !ude+ am!uran 1 K! @ " P' @ $ 6.

1 m" 6a! 'an !ude+ am!uran 1 K!@ 5 6.

1 m" Pema'an&an +a! 'an 3uk.

1 m" ru&an ' rtu.

1 m2 !embuatan 3a+an !r ek B'ementara, teba+ 25 m.

1 m" Pa'an& P nda' /atu Ka+ , 1 P @ 5 P'.

1 m" Pa'an& ! nda' batu ka+ , 1 P @ 2 P'.

1 m" Pa'an& ! nda' batu ka+ , 1 P @ " P'

1 m" Pa'an& ! nda' batu ka+ , 1 P @ 4 P'.

1 m" Pa'an& ! nda' batu ka+ , 1 P @ K! @ 4 P'.

1 m" Pa'an& ! nda' batu ka+ , 1 P @ " K! @ 10 P'.

1 m" Pa'an& ! nda' batu k ' n&

1 m" Pa'an& ! nda' ' k+ ! 40C batu ka+

1 m9 Pembuatan t an& !an an& ("5 D "5) >m , bet n bertu+an&


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?. REKAP PEKERJAAN 6AN AI

?.1. R! *0,552.50

?.2. R! $","51.50

?.". R! 2"4,"55.00

?.4. R! " 2,#2$.50

?.4.b 1 m2 Pa'an& Pa: n& /+ k * m @ K.200.A R! 12$,"00.00

?.4. 1 m2 Pa'an& Pa: n& /+ k * m @ K.200./ R! 110,500.00

?.4.d 1 m2 Pa'an& Pa: n& /+ k 4 m @ K.200./ R! 100,500.00

?.4.e 1 m2 Pa'an& Pa: n& /+ k /er-arna * m @ K.200./2 R! 112,500.00

?.4. 1 m2 Pa'an& Pa: n& /+ k * m @ K.200./1 R! $, 00.00

?.4.& 1 m2 Pa'an& Pa: n& /+ k * m @ K.200.A ( Pa' r 6 ka+ ) R! 10$,"00.00

?.4.h 1 m2 Pa'an& Pa: n& /+ k * m @ K.200./ ( Pa' r 6 ka+ ) R! #,500.00

?.4. 1 m2 Pa'an& Pa: n& /+ k 4 m @ K.200./ ( Pa' r 6 ka+ ) R! ##,500.00

?.4.3 1 m2 Pa'an& Pa: n& /+ k /er-arna * m @ K.200./2 ( Pa' r 6 ka+ ) R! 100,500.00

?.4.k 1 m2 Pa'an& Pa: n& /+ k * m @ K.200./1 ( Pa' r 6 ka+ ) R! 1, 00.00

?.5. 1 m9 Pa'an& !+ nt ub n ! -arna ukuran 10x20 m R! 4",52*.00

?.*. 1 m9 Pa'an& !+ nt ub n &ran t ukuran 10x40 m R! 5*,$$*.00

?.$. 1 m9 Pa'an& !+ nt ub n &ran t ukuran 10x"0 m R! $5,2**.00

?.#. R! 1"4,$"$.00

?. . R! 1"*,"*5.00

?. .b 1 m2 Pa'an& +anta keram k 20 x 20 m ( Pa' r 6 ka+ ) R! 1"1,#*5.00

?.10. R! 1"$,$25.00

?.10.b 1 m2 Pa'an& +anta keram k 40 x 40 m =arna R! 1" ,445.00

?.10. 1 m2 Pa'an& +anta keram k "0 x "0 m =arna ( Pa' r 6 ka+ ) R! 1"",225.00

?.10.d 1 m2 Pa'an& +anta keram k 40 x 40 m =arna ( Pa' r 6 ka+ ) R! 1"4, 45.00

?.11. R! 12",225.00

?.11.b 1 m2 Pa'an& +anta keram k "0 x "0 m Put h P + ' ( Pa' r 6 ka+ ) R! 11#,$25.00

?.12. R! 144,$25.00

?.12.b 1 m2 Pa'an& +anta keram k "0 x "0 m ant '+ ! ( Pa' r + ka+ ) R! 140,225.00

?.1". R! *04,541.00

?.14. R! #, "0.00

1 m2 Pa'an& +anta ub n ! abuFabu ukuran 20x20 m

1 m2 Pa'an& +anta ub n -arna ukuran 20x20 m

1 m2 Pa'an& +anta ub n &ran t ukuran 40x40 m

1 m2 Pa'an& +anta ub n &ran t ukuran "0x"0 m

1 m2 Pa'an& +anta keram k 10 x 20 m


1 m2 Pa'an& +anta keram k "0 x "0 m =arna

1 m2 Pa'an& +anta keram k "0 x "0 m Put h P + '

1 m2 Pa'an& +anta keram k "0 x "0 m ant '+ !

1 m2 Pa'an& +anta marmer

1 m2 Pa'an& +anta kar!et


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?.15. R! 145,*#5.00

?.15.b 1 m2 Pa'an& d nd n& keram k 20 x 25 m R! 150,*#5.00

?.15. 1 m2 Pa'an& d nd n& keram k 20 x 20 m ( Pa' r 6 ka+ ) R! 14",##5.00

?.15.d 1 m2 Pa'an& d nd n& keram k 20 x 25 m ( Pa' r 6 ka+ ) R! 14",##5.00

?.1*. R! 14 , $5.00

?.1*.b 1 m2 Pa'an& d nd n& keram k 10 x 20 m ( Pa' r 6 ka+ ) R! 14#,1$5.00

?.1$. R! 1#1,#25.00

?.1$.b 1 m2 Pa'an& batu tem!e+ (Pa+ manan) R! 1**,0$5.00

?.1$. 1 m2 Pa'an& d nd n& batu tem!e+ h tam ( Pa' r 6 ka+ ) R! 1$#,"25.00

?.1$.d 1 m2 Pa'an& batu tem!e+ (Pa+ manan) d&n Pa' r 6 ka+ R! 1*2,5$5.00

E. REKAP PEKERJAAN ?IN?IN

E.1. R! 211,250.00

E.1.b 1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 2 P'.( Pa' r 6 ka+ ) R! 20",250.00

E.2. R! 1 #,$ 0.00

E.2.b 1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " P' ( Pa' r 6 ka+ ) R! 1# ,* 0.00

E.". R! 1 0,250.00

E.".b 1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 4 P' ( Pa' r 6 ka+ ) R! 1#0, 50.00

E.4. R! 1$5,""$.00

E.4.b 1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " K! @ 10 P' ( Pa' r 6 ka+ ) R! 1**,0#$.00

E.5. R! 101,2#5.00

E.5.b 1 m2 Pa'an&an bata merah teba+ bata, 1 P @ 2 P' ( Pa' r 6 ka+ ) R! $,4#5.00

E.*. R! 5,2 ".00

E.*.b 1 m2 Pa'an&an bata merah teba+ bata, 1 P @ " P' ( Pa' r 6 ka+ ) R! 1,2 ".00

E.$. R! 1, 05.00

E.$.b 1 m2 Pa'an&an bata merah teba+ bata, 1 P @ 4 P' ( Pa' r 6 ka+ ) R! #$,*05.00

E.#. R! # ,$$$.00

E.#.b 1 m2 Pa'an&an bata merah teba+ bata, 1 P> @ 5 P' ( Pa' r 6 ka+ ) R! #5,2$$.00

E. . R! ##,0$5.00

E. .b 1 m2 Pa'an&an bata merah teba+ bata, 1 P @ " K! @ 10 P' ( Pa' r 6 ka+ ) R! #",0$5.00

1 m2 Pa'an& d nd n& keram k 20 x 20 m


1 m2 Pa'an& d nd n& batu tem!e+ h tam

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 2 P'.

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " P'

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 4 P'

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " K! @ 10 P'

1 m2 Pa'an&an bata merah teba+ bata, 1 P @ 2 P'

1 m2 Pa'an&an bata merah teba+ bata, 1 P @ " P'


1 m2 Pa'an&an bata merah teba+ bata, 1 P> @ 5 P'

1 m2

Pa'an&an bata merah teba+ bata, 1 P @ " K! @ 10 P'


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G.2$. 1 m" 7embuat tan&&a bet n bertu+an& (200 k& be' bek 't n&). R! 5,254,010.00

G.2#. 1 m9 7embuat k + m !en&uat bet n bertu+an& (11 x 11) m. R! *1,5$5.00

G.2 . 1 m9 7embuat r n& ba+ k bet n bertu+an& (10 x 15) m. R! $0,2#*.50

. REKAP PEKERJAAN KAL

.1. 1 m" Pa'an& ku'en ! ntu dan 3ende+a ka u 3at R! 1$,##*,250.00

.2. 1 m" Pa'an& ku'en ! ntu dan 3ende+a ka u kam!er. R! 12,*# ,250.00

.". 1 m" Pa'an& ku'en ! ntu dan 3ende+a ka u ben&k ra R! 12,0# ,250.00

.".b 1 m" Pa'an& ku'en ! ntu dan 3ende+a ka u kru n& R! ,0# ,250.00

.4. 1 m2 Pa'an& ! ntu k+am ka u ben&k ra R! 450,115.00

.5. 1 m2 Pa'an& ! ntu !ane+ ka u 3at R! 1,0"",$50.00

.*. 1 m2 Pa'an& ! ntu !ane+ ka u kam!er R! *25,$50.00

.*.b 1 m2 Pa'an& ! ntu !ane+ ka u ben&k ra R! *05,$50.00

.*. 1 m2 Pa'an& ! ntu !ane+ ka u kru n& R! 4$5,$50.00

.$. 1 m2 Pa'an& ! ntu dan 3ende+a ka a ka u 3at R! *45,000.00

.#. 1 m2 Pa'an& ! ntu dan 3ende+a ka a ka u kam!er R! 410,$00.00

. . 1 m2 Pa'an& ! ntu dan 3ende+a ka a ka u ben&k ra R! " #,$00.00

. .b 1 m2 Pa'an& ! ntu dan 3ende+a ka a ka u kru n& R! "20,$00.00

.10. 1 m2 Pa'an& ! ntu dan 3ende+a 3a+u' ka u 3at R! 1,55*,$50.00

.11. 1 m2 Pa'an& ! ntu dan 3ende+a 3a+u' ka u kam!er R! 1*,$50.00

.11.b 1 m2 Pa'an& ! ntu dan 3ende+a 3a+u' ka u ben&k ra R! ##4,$50.00

.11. 1 m2 Pa'an& ! ntu dan 3ende+a 3a+u' ka u kru n& R! *$*,$50.00

.12. 1 m2 Pa'an& ! ntu !+ - d ran&ka!, ran&ka ka u 3at R! $*5,"45.00

.1". 1 m2 Pa'an& ! ntu !+ - d ran&ka!, ran&ka ka u kam!er R! 515,"45.00

.1".b 1 m2 Pa'an& ! ntu !+ - d ran&ka!, ran&ka ka u ben&k ra R! 502,#45.00

.1". 1 m2 Pa'an& ! ntu !+ - d ran&ka!, ran&ka ka u kru n& R! 421,5 5.00

.14. 1 m2 Pa'an& 3a+u' mat ku'en ka u 3at R! 1,415,0$0.00

.15. 1 m2 Pa'an& 3a+u' mat ku'en ka u kam!er R! #15,0$0.00

.15.b 1 m2 Pa'an& 3a+u' mat ku'en ka u ben&k ra R! $#5,0$0.00

.15. 1 m2 Pa'an& 3a+u' mat ku'en ka u kru n& R! 5 0,0$0.00

.1*. 1 m2 Pa'an& ! ntu !+ - d ran&ka!, ran&ka ex'! 'e ka u ben&k ra R! 52 ,4$0.00

.1$. 1 m2 Pa'an& ! ntu teak- d ran&ka!, ran&ka ka u 3at R! #20,"45.00


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.1#. 1 m2 Pa'an& ! ntu teak- d ran&ka!, ran&ka ka u kam!er R! 5$0,"45.00

.1 . 1 m2 Pa'an& ! ntu !+ - d M rm ka, ran&ka ka u 3at R! #"#,#*0.00

.20. 1 m2 Pa'an& ! ntu !+ - d M rm ka ran&ka ka u kam!er R! 5##,#*0.00

.21. 1 m2 Pa'an& ! ntu teak- d M rm ka ran&ka ka u 3at R! # ",#*0.00

.22. 1 m2 Pa'an& ! ntu !+ - d M rm ka d ub+e, ran&ka ka u 3at R! # 4,220.00

.2". 1 m2 Pa'an& ! ntu !+ - d M rm ka d ub+e, ran&ka ka u kam!er R! *44,220.00

.24. 1 m" Pa'an& k n'truk' kudaFkuda ka u 3at R! 1$,*0*, 00.00

.25. 1 m" Pa'an& k n'truk' kudaFkuda ka u kam!er R! 11,55*, 00.00

.2*. 1 m" Pa'an& k n'truk' kudaFkuda ka u ben&k ra R! 11,00*, 00.00

.2$. 1 m" Pa'an& k n'truk' kudaFkuda ka u kru n& R! #,25*, 00.00

.2#. 1 m2 Pa'an& K 'truk' rd n&, ka u ben&k ra R! 10,*"2,"00.00

.2 . 1 m2 Pa'an& ka' ren& &enten& keram k, ka u ben&k ra R! ,*##,150.00

.2 .b 1 m2 Pa'an& ka' ren& &enten& keram k, ka u kru n& R! ,*44,150.00

."0. 1 m2 Pa'an& ka' ren& &enten& bet n, ka u 3at R! ,#4$,$50.00

."0.b 1 m2 Pa'an& ka' ren& &enten& bet n, ka u kam!er R! ,$"1,150.00

."0. 1 m2 Pa'an& ka' ren& &enten& bet n, ka u ben&k ra R! ,$20,550.00

."1. 1 m2 Pa'an& ran&ka +an& tF+an& t (50 x 100) m, ka u kru n& R! 10,020,100.00

."1.b 1 m2 Pa'an& ran&ka +an& tF+an& t (50 x 100) m, ka u kam!er R! 2",550,100.00

."1. 1 m2 Pa'an& ran&ka +an& tF+an& t (50 x 100) m, ka u ben&k ra R! 2",542,400.00

."2. 1 m2 Pa'an& ran&ka +an& tF+an& t (*0 x *0) m, ka u kam!er R! 24,*0 ,*00.00

."2.b 1 m2 Pa'an& ran&ka +an& tF+an& t (*0 x *0) m, ka u kru n& R! 24,5*0,$00.00

."2. 1 m2 Pa'an& ran&ka +an& tF+an& t (*0 x *0) m, ka u ben&k ra R! 24,*01,450.00

."". 1 m9 Pa'an& + '!+an& ukuran (" x 20) m, ka u 3at . R! 1", $ ,200.00

."".b 1 m9 Pa'an& + '!+an& ukuran (" x 20) m, ka u kam!er R! 1", 0$,200.00

."". 1 m9 Pa'an& + '!+an& ukuran (" x 20) m, ka u ben&k ra R! 1", 0",*00.00

."4. 1 m9 Pa'an& + '!+an& ukuran (2 x 20) m, ka u 3at R! 15, *$,400.00

."4.b 1 m9 Pa'an& + '!+an& ukuran (2 x 20) m, ka u ben&k ra R! 15, 21,200.00

."4. 1 m9 Pa'an& + '!+an& ukuran (2 x 20) m, ka u kru n& R! 15, 0*, 00.00

."5. 1 m9 Pa'an& + '!+an& ukuran (" x "0) m, ka u 3at R! 1$,5$1,000.00

."5.b 1 m9 Pa'an& + '!+an& ukuran (" x "0) m, ka u ben&k ra R! 1"2,#40,000.00

."5. 1 m9 Pa'an& + '!+an& ukuran (" x "0) m, ka u kru n& R! $,0 0,000.00

."5.d R! 1"#,"40,000.001 m9 Pa'an& + '!+an& ukuran (" x "0) m, ka u kam!er


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."*. 1 m9 Pa'an& + '!+an& ukuran 2 x( " x 20) m, ka u kam!er A6 EO

."*.b 1 m9 Pa'an& + '!+an& ukuran 2 x( " x 20) m, ka u ben&k ra A6 EO

."$. 1 m9 Pa'an& + '!+an& ukuran 2 x( 2 x 20) m, ka u kam!er A6 EO

."$.b 1 m9 Pa'an& + '!+an& ukuran 2 x( 2 x 20) m, ka u ben&k ra A6 EO

."$. 1 m9 Pa'an& + '!+an& ukuran 2 x( 2 x 20) m, ka u kru n& A6 EO

."#. 1 m2 Pa'an& ran&ka d nd n& !em 'ah ka u kam!er R! "0,"44,2 0.00

."#.b 1 m2 Pa'an& ran&ka d nd n& !em 'ah ka u ben&k ra R! "0,""0,2 0.00

."#. 1 m2 Pa'an& ran&ka d nd n& !em 'ah ka u kru n& R! "0,2*0,2 0.00

." . 1 m2 Pa'an& d nd n& !em 'ah teak- d ran&ka!, ran&ka ka u kam!er. R! 20,015,4*5.00

." .b 1 m2 Pa'an& d nd n& !em 'ah teak- d ran&ka!, ran&ka ka u ben&k ra R! 20,001,4*5.00

." . 1 m2 Pa'an& d nd n& !em 'ah teak- d ran&ka!, ran&ka ka u kru n& R! 1 , "1,4*5.00

.40. 1 m2 Pa'an& d nd n& !em 'ah !+ - d ran&ka!, ran&ka ka u kam!er R! 1 , $#,"00.00

.41. 1 m9 Pa'an& + 't !+a nd Fka u !r + 3ad R! 1, #,"00.00

.42. 1 m2 Pa'an& d nd n& !em 'ah teak- d 'e+a! ', ran&ka ka u ben&k ra R! 42,##0,000.00

.42.b 1 m2 Pa'an& d nd n& !em 'ah teak- d 'e+a! ', ran&ka ka u kru n& R! 42,#10,000.00

. REKAP PEKERJAAN PEN P A AP

.1. 1 m2 Pa'an& ata! &enten& !+ent n& ke + R! 4,5$0,$$5.00

.2. 1 m2 Pa'an& ata! &enten& !re'' 3at -an& R! 10,""#,$50.00

.". 1 m2 Pa'an& ata! &enten& !re'' ex. Kudu' R! ,4#0,000.00

.4. 1 m2 Pa'an& &enten& bubun& !re'' 3at -an& R! "",0*5,$00.00

.4.b 1 m2 Pa'an& &enten& bubun& !re'' 3at -an& ( Pa' r 6 ka+ ) R! 2 ,#*5,$00.00

.5. 1 m9 Pa'an& bubun& &enten& k d k &+a uur R! "",0$*,200.00

.*. 1 m9 Pa'an& bubun& &enten& !re'' ex. kudu' R! "",0*0,450.00

.*.b 1 m9 Pa'an& bubun& &enten& !re'' ex. Kudu' ( Pa' r 6 ka+ ) R! 2 ,#*0,450.00

.$. 1 m2 Pa'an& ata! a'be' &e+ mban& ( 2,50 x 0, 2 m) x 5 mm R! 5$,00$,500.00

.#. 1 m2 Pa'an& ata! a'be' &e+ mban& (2,25 x 0, 2 m ) x 5 mm R! " ,00$,500.00

. . 1 m2 Pa'an& ata! a'be' &e+ mban& (2,00 x 0, 2 m) x 5 mm R! "5,*55,000.00

.10. 1 m2 Pa'an& ata! a'be' &e+ mban& (1,#0 x 0, 2 m) x 5 mm R! "$, 05,000.00

.11. 1 m2 Pa'an& ata! a'be' &e+ mban& (",00 x 1,05 m) x 4 mm R! 41,405,000.00

.12. 1 m2 Pa'an& ata! a'be' &e+ mban& (2,$0 x 1,05 m) x 4 mm R! 4",155,000.00

.1". 1 m2 Pa'an& ata! a'be' &e+ mban& (2,40 x 1,05m) x 4 mm R! 42,"0 ,500.00


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.14. 1 m2 Pa'an& ata! a'be' &e+ mban& (2,10 x 1,05 m) x 4 mm R! 42,10 ,500.00

.15. 1 m2 Pa'an& ata! a'be' &e+ mban& (1,5 x 1,05 m) x 4 mm R! 4$,50 ,500.00

.1*. 1 m2 Pa'an& ata! a'be' &e+ mban& (",00 x 1,0# m) x * mm R! 55, 0 ,500.00

.1$. 1 m2 Pa'an& ata! a'be' &e+ mban& (2,$0 x 1,0# m) x * mm R! 4 ,50 ,500.00

.1#. 1 m2 Pa'an& ata! a'be' &e+ mban& (2,4 x 1,0# m) x * mm R! 52, 0 ,500.00

.1 . 1 m2 Pa'an& ata! a'be' &e+ mban& (2,10 x 1,0# m) x * mm R! 50,$0 ,500.00

.20. 1 m2 Pa'an& ata! a'be' &e+ mban& (1,#0 x 1,0# m) x * mm R! 4#,55 ,500.00

.21. 1 m9 Pa'an& bubun& 'te+ &e+ mban& 0, 2 m R! 10,2**,120.00

.22. 1 m9 Pa'an& n k 'te+ &e+ mban& 1,05 m R! 10,"0#,120.00

.2". 1 m9 Pa'an& n k 'te+ &e+ mban& 1,0# m R! 10,2 $,*20.00

.24. 1 m2 Pa'an& ata! &enten& bet n A6 EO

.25. 1 m9 Pa'an& n k &enten& bet n R! "5,042,245.00

.2*. 1 m2 Pa'an& ata! 'en& &e+ mban& R! 4",5$0,000.00

.2$. 1 m2 Pa'an& ata! n k 'en& R! 2$,200,000.00

.2#. 1 m2 Pa'an& a+um n um + B ' 'a+at n R! #, "*,000.00

I. REKAP PEKERJAAN P6ES ERAN

I.1. 1 m2 P+e'teran 1 P @ 2 P', teba+ 15 mm. R! "#, ##.*0

I.2. 1 m2 P+e'teran 1 P @ " P', teba+ 15 mm. R! "*,1 1.40

I.". 1 m2 P+e'teran 1 P @ 4 P', teba+ 15 mm. R! "4,251.00

I.4. 1 m2 P+e'teran 1 P @ 2 K! @ # P', teba+ 15 mm. R! "1,2"0.00

I.5. 1 m2 /era!en 1 P @ 5 P', teba+ 15 mm. R! 2",010.10

I.*. 1 m2 A an R! 1#,200.00

I.$. 1 m2 P+e'teran 1 P @ 4 P', teba+ 20 mm. R! 45,$$#.00

I.#. 1 m1 P+e'teran Sudut 1 P @ 2 P'. R! $,"5$.50

I.#.b 1 m1 P+e'teran Sk n n& 1 P @ 2 P' +ebar 10 mm R! 2#,""0.00

I. . 1 m2 P+e'teran > !ratBKam!r tan 1 P @ 2 P' R! 25,0#".00

I.10. 1 m8 P+e'teran n 'h n& ' ar !a'an&an batu ka+ adukan 1 P> @ 2 PS. R! "1,#$1.00

I.11. 1 m2 P+e'teran 1 P @ 2 P', teba+ 15 mm. ( Pa' r 6 ka+ ) R! "*, ##.*0

I.12. 1 m2 P+e'teran 1 P @ " P', teba+ 15 mm. ( Pa' r 6 ka+ ) R! "",# 1.40

I.1". 1 m2 P+e'teran 1 P @ 4 P', teba+ 15 mm. ( Pa' r 6 ka+ ) R! "1,#51.00


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I.14. 1 m2 P+e'teran 1 P @ 2 K! @ # P', teba+ 15 mm. ( Pa' r 6 ka+ ) R! 2 ,2"0.00

I.15. 1 m2 /era!en 1 P @ 5 P', teba+ 15 mm. ( Pa' r 6 ka+ ) R! 20,410.10

I.1*. 1 m2 P+e'teran 1 P @ 4 P', teba+ 20 mm. ( Pa' r 6 ka+ ) R! 42,5$#.00

I.1$. 1 m1 P+e'teran Sk n n& 1 P @ 2 P'. 6ebar 10 mm( Pa' r 6 ka+ ) R! 2$,0"0.00

I.1#. 1 m2 P+e'teran > !rat. 1 P @ 2 P' ( Pa' r 6 ka+ ) R! "1,$50.00

I.1 . 1 m8 P+e'teran n 'h n& ' ar !a'an&an batu ka+ adukan 1 P> @ 2 PS. ( Pa' r 6 ka+ ) R! "0,*$1.00

J. REKAP PEKERJAAN PEN E>A AN

J.1. 1 m2 men& k ' B men&er k !ermukaan at temb k +ama R! *,5*2.50

J.2. 1 m2 men u b dan& !ermukaan temb k an& !ernah d at R! *,5*2.50

J.". 1 m2 men&er k karat at +ama !ermukaan ba3a den&an ara manua+ R! *,5*2.50

J.4. 1 m2 mendem!u+ dan men&& ' k ka u R! 5, $.50

J.5. 1 m2 !en&e atan b dan& ka u +ama R! 2","0$.50

J.*. 1 m2 !en&e atan b dan& ka u baru ( 1 +a! ' !+am r), 1 +a! ' at da'ar, R! "0,4$4.002 +a! ' at !enutu!.

J.$. 1 m2 !en&e atan b dan& ka u baru ( 1 +a! ' !+am r), 1 +a! ' at da'ar , R! " , $0.00" +a! ' at !enutu!.

J.#. 1 m2 !e+aburan b dan& ka u den&an teak + R! 2$, #.00

J. . 1 m2 !e+aburan b dan& ka u den&an ! + tur R! 2 ,0"1.50

J.10. 1 m2 !e+aburan b dan& ka u den&an at re' du dan ter R! 12,5#0.00

J.11. 1 m2 !e+aburan b dan& ka u den&an :ern ' R! 20,##4.50

J.12. 1 m2 !en&e atan temb k baru ( 1 +a! ' !+am r, 1 +a! ' at da'ar, 2 +a! ' at !enutu! ) R! 1*,05 .50

J.1". 1 m2 !en&e atan temb k +ama ( 1 +a! ' at da'ar, 2 +a! ' at !enutu!) R! 12,0"".50

J.14. 1 m2 me+abur temb k den&an ka!ur ' r h. R! 1*,#11.50

J.15. 1 m2 me+abur temb k +ama den&an ka!ur ' r h ( untuk !eme+ haraan). R! 12," $.50

J.1*. 1 m2 !e&e atan !ermukaan ba3a den&an men be' R! 14, 4$.00

K. REKAP PEKERJAAN 6AN I F6AN I

K.1. 1 m2 Pa'an& +an& tF+an& t a'be' (1,00 x 1,00) m, teba+ 5 mm R! 44, 45.00

K.2. 1 m2 Pa'an& +an& tF+an& t Etern t Ind !+ek'(1,00 x 1,00) m R! 24,"45.00

K.". 1 m1 6 't Pa'an& + 't +an& tF+an& t ka u d buat !r + R! ,"#0.00


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K.4. 1 m2 Pa'an& +an& tF+an& t Etern t Ind !+ek' (1,00 x 1,00) m , ran&ka ka u kru n& R! 122,#45.00

K.5. 1 m2 Pa'an& +an& tF+an& t !+ - d 4 mm ran&ka ka u kru n& R! 214,5$$.50

K.*. 1 m2 Pa'an& +an& tF+an& t aku't k ("0 x *0) m ran&ka ka u kru n& R! 240, *5.00

K.$. 1 m2 Pa'an& +an& tF+an& t aku't k ("0 x "0) m ran&ka ka u kru n& R! 2#",#0$.50

K.#. 1 m2 Pa'an& +an& tF+an& t & !'um b ard, teba+ mm ran&ka ka u kru n& R! 1$0,$0$.50

K.#.b. 1 m2 Pa'an& +an& tF+an& t & !'um b ard, teba+ mm ran&ka h ++ - R! 1"1,0$0.00

6. REKAP PEKERJAAN SANI ASI

6.1. 7ema'an& 1 buah k+ 'et duduk k m!+ t R! 1,*4*,$55.00

6.2. 7ema'an& 1 buah k+ 'et 3 n&k k ! r'e+en kua+ ta' INA R! "45,050.00

6.". 7ema'an& 1 buah k+ 'et 3 n&k k ! r'e+en kua+ ta' < < R! 4**,050.00

6.4. 7ema'an& 1 buah ur n r R! $15,500.00

6.5. 7ema'an& 1 buah -a'ta e+ R! 2,*$5.00

6.*. 7ema'an& 1 buah bak mand G bre&+a'' : +ume 0,"0 m" R! *4 ,000.00

6.$. 7ema'an& 1 buah bak mand batu bata : +ume 0,"0 m" R! ", 00.00

6.#. 7ema'an& 1 buah bak bre&+a'' : +ume 1 m" a r R! $12,$50.00

6. . 7ema'an& 1 buah bak k ntr + !a'an&an batu bata ukuran ("0 x"0) m, t n&& "5 m R! 45,5$5,5 0.00

6.10. 7ema'an& 1 buah bak k ntr + !a'an&an batu bata ukuran (45 x 45) m, t n&& 50 m R! 401,"00.50

6.11. 7ema'an& 1 m% ! !a &a+:an ' d ameter Q R! 51,04 .00

6.12. 7ema'an& 1 m% ! !a &a+:an ' d ameter Q R! *0,0 0.*$

6.1". 7ema'an& 1 m% ! !a &a+:an ' d ameter 1Q R! *5,25$.""

6.14. 7ema'an& 1 m% ! !a &a+:an ' d ameter 1 Q R! #1,"41.*$

6.15. 7ema'an& 1 m% ! !a &a+:an ' d ameter "Q R! ,425.00

6.1*. 7ema'an& 1 m% ! !a P > t !e A= d ameter Q R! 15,5$5.00

6.1$. 7ema'an& 1 m% ! !a P > t !e A= d ameter Q R! 1$,512.50

6.1#. 7ema'an& 1 m% ! !a P > t !e A= d ameter 1Q R! 1 ,#"$.50

6.1 . 7ema'an& 1 m% ! !a P > t !e A= d ameter 1 Q R! "1,#50.00

6.20. 7ema'an& 1 m% ! !a P > t !e A= d ameter 2Q R! 4 ,$12.50

6.21. 7ema'an& 1 m% ! !a P > t !e A= d ameter 2 Q R! 5$,0"$.50

6.22. 7ema'an& 1 m% ! !a P > t !e A= d ameter " Q R! $#,44*.50


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6.2". 7ema'an& 1 m% ! !a P > t !e A= d ameter 4 Q R! 11 ,1"4.00

6.24. 7ema'an& 1 bh bak u ! r n& 'ta n+e' 'tee+ R! "14,4"$.50

6.25. 7ema'an& 1 bh kran d ameter Q atau Q R! 1#,142.50

6.2*. 7ema'an& 1 bh G+ r dra n R! 1#,0*0.00

7. REKAP PEKERJAAN K N>I ?AN KA>A

7.1. 1 buah !a'an& kun tanam b a'a R! 125,4*0.00

7.2. 1 buah !a'an& kun tanam kamar mand R! * ,#55.00

7.". 1 buah !a'an& en&'e+ ! ntu R! "*,$1#.$5

7.".b 1 buah !a'an& rende+ be'ar R! 21,$1#.$5

7.". 1 buah !a'an& rende+ ke + R! 1 ,$1#.$5

7.4. 1 buah !a'an& en&'e+ 3ende+a ku!uFku!u R! 22,#12.50

7.5. 1 buah !a'an& en&'e+ an& n R! 24,120.00

7.*. 1 buah !a'an& ka t an& n R! 1#,$1#.$5

7.$. 1 buah !a'an& d r + 'er R! "04,0*2.50

7.#. 1 buah !a'an& kun 'e+ t R! *,*25.00

7. . 1 buah !a'an& re+ ! ntu d r n& R! 144,#$5.00

7.10. 1 buah !a'an& kun +emar R! 24,5"1.25

7.11. 1 m2 !a'an& ka a , teba+ " mm R! 1,21#.$5

7.12. 1 m2 !a'an& ka a ben n& , teba+ 5 mm R! 11",21#.$5

7.12.b 1 m2 !a'an& ka a ra band , teba+ 5 mm R! 12 ,$1#.$5

7.12. 1 m2 !a'an& ka a e', teba+ 5 mm R! *,$1#.$5

7.1". 1 m2 !a'an& ka a ra band , teba+ # mm R! 251,5# .25

7.14. 1 m2 !a'an& ka a , teba+ 12 mm R! "4#,2#1.25

N. REKAP PEKERJAAN /ESI ?AN A6 7INI 7

N.1. 1 K& Pa'an& ran&ka kuda F kuda ba3a I=G R! 21,#15.00

N.2. 1 m2 Pa'an& ! ntu be' ba3a R! #11,##5.00

N.". 1 m2 Pa'an& ! ntu + !at R! $4$,411.00

N.4. 1 m2 Pa'an& R ++ n& d r R! 114,$"*.00

N.4.b 1 m2 Pa'an& G +d n& &ate k m!+ t R! **4,$"*.00


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N.5. 1 m2 Pa'an& ! ntu a++um n um R! "1$,411.00

N.*. 1 m2 Pa'an& tera+ be' 'etr ! R! ""1,0"2.50

N.$. R! $0,15$.50

N.#. R! *0,25$.50

N. . R! *0,25$.50

N.10. R! "$," $.50

N.11. 1 m% Pa'an& ta+an& datar, 'en& b3+' 2# R! 1"0,#$#.$5

N.12. 1 m% Pa'an& ta+an& m r n&, 'en& b3+' 2# R! 1 *,1*#.$5

N.1". 1 79 Pa'an& ta+an& + n&karan ?F10 m, 'en& b3+' 2# R! 1# ,24".$5

N.14. 1 79 Pa'an& ta+an& + n&karan ?F10 m, 'en& b3+' 24 R! 1# ,24".$5


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P.5. / a a a+ an anah +unak den&an I un t a+at ker3a terd r @ ( ( " /a kh e 1 un t Ph nt n ) R! *,55#.10

P.*. 1 mV 7embuan& a' + a+ an (h ++ n& 'e3auh) 1 F 2 km H ( / >) R! #,000.00

P.$. 1 72 PERA AAN ?AN PERAPI AN AN 6 " D 1 6IN ASAN R! 1##.##(7en&&unakan /u++d er)

P.#. 1 72 S RIPPIN AN 6 (terma'uk !en abutan akar ! h n M rum!un bambu) R! "14.$(7en&&unakan /u++d er)

Pati, Desember 2011Mengetahui ;

KEPA6A ?INAS PEKERJAAN 7 7 KA/ PA EN PA I

Ir. S ARL


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A. PEKERJAAN PERSIAPAN

1. Pembuatan 1 bh bak adukan, ukuran (40 x 50 x 20) m A. Bahan

1. Ka"u terentang #$a"u $%as & 0.036 ' () 1,050,000.00 * () 37,800.002. Pa$u 0.080 Kg ' () 19,000.00 * () 1,520.003. Kas+ 5 7 1.000 -tg ' () 70,000.00 * () 70,000.00

um%ah # 1 & * R! 10 ,"20.00B. Tenaga

1. Pe$er/a h ' () 38,500.00 * () 2. Tu$ang $a"u 0.300 h ' () 48,500.00 * () 14,550.003. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r h ' () 55,000.00 * ()

um%ah # 2 & * () 14,550.00Jum+ah (1 2 ) H R! 12",#$0.00

2. 1 m% Pa&ar 'ementara dar ka u t n&& 2 meter.

A. Bahan1. D+%$en $a"u 8 10 400 m 1.250 -tg ' () 27,500.00 * () 34,375.002. emen P+rt%an 2.500 Kg ' () 1,400.00 * () 3,500.003. Pasir bet+n 0.005 ' () 270,000.00 * () 1,350.004. K+ra% bet+n 0.009 ' () 200,000.00 * () 1,800.005. Ka"u 5 7 $%as 0.072 ' () 1,050,000.00 * () 75,600.006. Pa$u biasa 2 5 0.060 Kg ' () 19,000.00 * () 1,140.007. (esi u ter arang 0.400 t ' () 24,000.00 * () 9,600.00

um%ah # 1 & * R! 12$,"*5.00B. Tenaga

1. Tu$ang $a"u 0.200 h ' () 48,500.00 * () 9,700.00

2. Pe$er/a 0.400 h ' () 38,500.00 * () 15,400.003. Ke)a%a tu$ang 0.020 h ' () 55,000.00 * () 1,100.004. Man +r 0.020 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * () 27,300.00Jum+ah (1 2 ) H R! 154,**5.00

". 1 m% Pa&ar 'ementara dar 'en& &e+ mban& t n&& 2 meter. A. Bahan

1. D+%$en $a"u 8 10 400 m 1.250 -tg ' () 27,500.00 * () 34,375.002. emen )+rt%an 2.500 Kg ' () 1,400.00 * () 3,500.003. eng ge%+mbang 3 5 1.200 br ' () 70,000.00 * () 84,000.00

4. Pasir bet+n 0.005 ' () 270,000.00 * () 1,350.005. K+ra% bet+n 0.009 ' () 200,000.00 * () 1,800.006. Ka"u 5 7 $%as 0.072 ' () 1,050,000.00 * () 75,600.007. Pa$u biasa 2 5 0.060 Kg ' () 19,000.00 * () 1,140.008. Meni besi mer$ )e ang 0.450 Kg ' () 27,500.00 * () 12,375.00

um%ah # 1 & * R! 214,140.00B. Tenaga

1. Tu$ang $a"u 0.200 h ' () 48,500.00 * () 9,700.002. Pe$er/a 0.400 h ' () 38,500.00 * () 15,400.003. Ke)a%a tu$ang 0.020 h ' () 55,000.00 * () 1,100.004. Man +r 0.020 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * () 27,300.00Jum+ah (1 2 ) H R! 241,440.00

M3

M3

M3

M3

M3

M3

M3


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4 1 m% Pa&ar 'ementara dar ka-at dur t n&& 1,# meter A. Bahan

1. D+%$en $a"u 8 10 400 m 1.250 -tg ' () 27,500.00 * () 34,375.002. emen P+rt%an 2.000 Kg ' () 1,400.00 * () 2,800.003. Ka at ber uri 1.000 (+%% ' () 104,500.00 * () 104,500.004. Pasir bet+n 0.005 ' () 270,000.00 * () 1,350.005. K+ra% bet+n 0.009 ' () 200,000.00 * () 1,800.006. Pa$u biasa 2 5 0.060 Kg ' () 19,000.00 * () 1,140.00

um%ah # 1 & * R! 145, *5.00B. Tenaga

1. Tu$ang $a"u 0.200 h ' () 48,500.00 * () 9,700.002. Pe$er/a 0.300 h ' () 38,500.00 * () 11,550.003. Ke)a%a tu$ang 0.020 h ' () 55,000.00 * () 1,100.004. Man +r 0.020 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * R! 2",450.00Jum+ah (1 2 ) H R! 1* ,415.00

5. 1 m% Pen&ukuran dan !ema'an&an b u-!+ank

A. Bahan1. Ka"u 5 7 $%as 0.012 ' () 1,050,000.00 * () 12,600.002. Pa$u biasa 2 5 0.020 Kg ' () 19,000.00 * () 380.003. Ka"u )a)an 3 20 0.007 ' () 1,050,000.00 * () 7,350.00

um%ah # 1 & * R! 20,""0.00B. Tenaga

1. Tu$ang $a"u 0.100 h ' () 48,500.00 * () 4,850.002. Pe$er/a 0.100 h ' () 38,500.00 * () 3,850.003. Ke)a%a tu$ang 0.010 h ' () 55,000.00 * () 550.004. Man +r 0.005 h ' () 55,000.00 * () 275.00

um%ah # 2 & * R! ,525.00

Jum+ah (1 2 ) H R! 2 ,#55.00

*. A. Bahan

1. D+%$en $a"u 8 10 400 m 1.250 -tg ' () 27,500.00 * () 34,375.002. Ka"u 5 7 $%as 0.180 ' () 1,050,000.00 * () 189,000.003. Pa$u biasa 0.850 Kg ' () 19,000.00 * () 16,150.004. -esi stri) 1.100 Kg ' () 12,500.00 * () 13,750.005. emen P+rt%an 35.000 Kg ' () 1,400.00 * () 49,000.006. Pasir )asang # e)u& 0.150 ' () 210,000.00 * () 31,500.007. Pasir bet+n 0.100 ' () 270,000.00 * () 27,000.00

8. K+ra% bet+n 0.150 ' () 200,000.00 * () 30,000.009. -ata merah 30.000 -h ' () 700.00 * () 21,000.0010. eng 0,2: )%at %ebar 0,90 m 0.250 br ' () 55,000.00 * () 13,750.0011. en e%a na$+ $+m)%it 2.000 -h ' () 30,000.00 * () 60,000.0012. Ka a )+%+s bening teba% 3 mm 0.080 ' () 75,000.00 * () 6,000.0013. Kun i tanam 2 )utaran 0.150 -h ' () 100,000.00 * () 15,000.0014. Tri)%e$ 3mm 0.060 mb ' () 60,000.00 * () 3,600.00

um%ah # 1 & * R! 510,125.00B. Tenaga

1. Tu$ang $a"u 2.000 h ' () 48,500.00 * () 97,000.002. Tu$ang batu 1.000 h ' () 48,500.00 * () 48,500.003. Pe$er/a 2.000 h ' () 38,500.00 * () 77,000.004. Ke)a%a tu$ang 0.300 h ' () 55,000.00 * () 16,500.005. Man +r 0.050 h ' () 55,000.00 * () 2,750.00

um%ah # 2 & * R! 241,$50.00Jum+ah (1 2 ) H R! $51,#$5.00

M3

M3

M3

M3

1 m2 Pembuatan kant r 'ementara, den&an +anta !+e'teran

M3

M3

M3

M3

M2


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$. A. Tenaga

1. Pe$er/a 0.100 h ' () 38,500.00 * () 3,850.002. Man +r 0.050 h ' () 55,000.00 * () 2,750.00

Jum+ah ( 1 ) H R! *,*00.00

#. A. Bahan

1. Ka"u terentang 0.036 ' () 1,050,000.00 * () 37,800.002. Pa$u biasa 0.080 Kg ' () 19,000.00 * () 1,520.003. Kas+ 5 7 K%as 1.000 -tg ' () 14,700.00 * () 14,700.00

um%ah # 1 & * R! 54,020.00B. Tenaga

1. Tu$ang $a"u 0.3000 h ' () 48,500.00 * () 14,550.002. Man +r 0.0015 h ' () 55,000.00 * () 82.50

um%ah # 2 & * R! 14,*"2.50Jum+ah (1 2 ) H R! *#,*52.50

. A. Bahan

1. -ambu 6 8 600 m 1.000 -tg ' () 15,000.00 * () 15,000.002. Ta%i i/u$ 0.250 Kg ' () 9,000.00 * () 2,250.00

um%ah # 1 & * R! 1$,250.00B. Tenaga

1. Tu$ang $a"u 0.017 h ' () 48,500.00 * () 824.502. Ke)a%a tu$ang 0.002 h ' () 55,000.00 * () 110.003. Pe$er/a 0.250 h ' () 38,500.00 * () 9,625.004. Man +r 0.013 h ' () 55,000.00 * () 715.00

um%ah # 2 & * R! 11,2$4.50

Jum+ah (1 2 ) H R! 2#,524.50

10. A. Tenaga

1. Pe$er/a 6.667 h ' () 38,500.00 * () 256,679.502. Man +r 0.333 h ' () 55,000.00 * () 18,315.00

Jum+ah ( 1 ) H R! 2$4, 4.50

11. A. Tenaga

1. Pe$er/a 6.667 h ' () 38,500.00 * () 256,679.50

2. Man +r 0.033 h ' () 55,000.00 * () 1,815.00Jum+ah ( 1 ) H R! 25#,4 4.50

12. A. Tenaga

1. Pe$er/a 1.0000 h ' () 38,500.00 * () 38,500.002. Man +r 0.005 h ' () 55,000.00 * () 275.00

Jum+ah ( 1 ) H R! "#,$$5.00

1". A. Tenaga

1. Pe$er/a 2.0000 h ' () 38,500.00 * () 77,000.002. Man +r 0.01 h ' () 55,000.00 * () 550.00

Jum+ah ( 1 ) H R! $$,550.00

1 m2 7ember' hkan +a!an&an dan !erataan

1 m2 Pembuatan bak adukan ukuran (40 x 50 x 20) m Ka u Kru n&

M3

1 m2 Pembuatan Ste&&er dar bambu, ukuran (40 x 50 x 20) m 'et n&& 1 m8

1 m" / n&karan bet n bertu+an&

1 m" / n&karan d nd n& temb k bata merah

1 m2 / n&karan !a'an&an batu bata batu

1 m2 / n&karan !a'an&an batu bata 1 batu


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14. A. Bahan

1. Pagar $a at /aring 0.434 br ' () 37,000.00 * () 16,058.00um%ah # 1 & * R! 1*,05#.00

B. Tenaga1. Tu$ang 0.042 h ' () 48,500.00 * () 2,037.002. Pe$er/a 0.042 h ' () 38,500.00 * () 1,617.003. Ke)a%a Tu$ang 0.004 h ' () 55,000.00 * () 220.004. Man +r 0.002 h ' () 55,000.00 * () 110.00

um%ah # 2 & * R! ", #4.00Jum+ah (1 2 ) H R! 20,042.00

1 m9 Pa'an& !a&ar ka-at 3ar n& &a+:an ' , t n&& 1,00 m


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19

/. PEKERJAAN ANA

1. A. Tenaga

1. Pe$er/a 0.400 h ' () 38,500.00 * () 15,400.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.040 h ' () 55,000.00 * () 2,200.00

Jum+ah ( 1 ) H R! 1$,*00.00

2. A. Tenaga


Jum+ah ( 1 ) H R! 2",111.00

". A. Tenaga


Jum+ah 1 H R "2 "12.50

4. A. Tenaga

1. Pe$er/a 0.625 h ' () 38,500.00 * () 24,062.502. Tu$ang ga%i h ' () 48,500.00 * ()

3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.062 h ' () 55,000.00 * () 3,410.00

Jum+ah ( 1 ) H R! 2$,4$2.50

5. A. Tenaga


Jum+ah ( 1 ) H R! 55,000.00

*. A. Tenaga


Jum+ah ( 1 ) H R! "*,250.50

$. A. Tenaga

1. Pe$er/a 0.050 h ' () 38,500.00 * () 1,925.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.005 h ' () 55,000.00 * () 275.00

Jum+ah ( 1 ) H R! 2,200.00

1 m" a+ an tanah b a'a 'eda+am 1 meter

1 m" a+ an tanah b a'a 'eda+am 2 meter.

1 m" a+ an tanah b a'a 'eda+am " meter.

1 m" a+ an tanah kera' 'eda+am 1 meter.

1 m" a+ an tanah ada' 'eda+am 1 meter.

1 m" a+ an tanah +um!ur 'eda+am 1 meter.

1 m2 Peker3aan 'tr !! n& 'et n&& 1 meter.


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20

#. A. Tenaga


Jum+ah ( 1 ) H R! 22,*1*.00

. A. Tenaga

1. Pe$er/a 0.933 h ' () 38,500.00 * () 35,920.502. Tu$ang ga%i h ' () 48,500.00 * (). 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.093 h ' () 55,000.00 * () 5,115.00

Jum+ah ( 1 ) H R! 41,0"5.50

10.

A. Bahan1. Pasir Pasang +$a% #Ta"u& 1.200 ' () 110,000.00 * () 132,000.00

um%ah # 1 & * R! 1"2,000.00B. Tenaga


um%ah # 2 & * R! 12,100.00Jum+ah (1 2 ) H R! 144,100.00

11. A. Tenaga


Jum+ah ( 1 ) H R! #,4"$.00

12. A. Tenaga

1. Pe$er/a 0.500 h ' () 38,500.00 * () 19,250.00

2. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.050 h ' () 55,000.00 * () 2,750.00

Jum+ah ( 1 ) H R! 22,000.00

1". A. Bahan

1. Pasir e)u 1.200 ' () 210,000.00 * () 252,000.00um%ah # 1 & * R! 252,000.00

B. Tenaga1. Pe$er/a 0.300 h ' () 38,500.00 * () 11,550.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.010 h ' () 55,000.00 * () 550.00

um%ah # 2 & * R! 12,100.00Jum+ah (1 2 ) H R! 2*4,100.00

1 m" Pembuan&an tanah 'e3auh 150 meter.

1 m" a+ an anah /erbatu

1 m" ru&an Pa' r Pa'an& 6 ka+ ( a u)

M3

1 m"

ru&an kemba+ .

1 m" Pemadatan anah.

1 m" ru&an !a' r >e!u.

M3


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21

14. A. Bahan

1. Pasir urug 0.330 ' () 110,000.00 * () 36,300.002. Ka)ur )asang 0.109 ' () 300,000.00 * () 32,700.003. Tanah %iat 0.763 ' () 47,000.00 * () 35,861.00

um%ah # 1 & * R! 104,#*1.00B. Tenaga

1. Pe$er/a 0.833 h ' () 38,500.00 * () 32,070.502. Tu$ang batu 0.416 h ' () 48,500.00 * () 20,176.003. Ke)a%a tu$ang 0.040 h ' () 55,000.00 * () 2,200.004. Man +r 0.083 h ' () 55,000.00 * () 4,565.00

um%ah # 2 & * R! 5 ,011.50Jum+ah (1 2 ) H R! 1*",#$2.50

15. A. Bahan

1. Ka)ur )asang 0.200 ' () 300,000.00 * () 60,000.00

2. Tanah %iat 1.000 ' () 47,000.00 * () 47,000.00um%ah # 1 & * R! 10$,000.00

B. Tenaga1. Pe$er/a 0.833 h ' () 38,500.00 * () 32,070.502. Tu$ang batu 0.416 h ' () 48,500.00 * () 20,176.003. Ke)a%a tu$ang 0.041 h ' () 55,000.00 * () 2,255.004. Man +r 0.081 h ' () 55,000.00 * () 4,455.00

um%ah # 2 & * R! 5#, 5*.50Jum+ah (1 2 ) H R! 1*5, 5*.50

1*.

A. Bahan1. /u$ 1.200 ' () 7,000.00 * () 8,400.00

um%ah # 1 & * R! #,400.00B. Tenaga


um%ah # 2 & * R! *,*00.00Jum+ah (1 2 ) H R! 15,000.00

Keterangan T * Tanah iat

1$. A. Bahan

1. i r t u 1.200 ' () 100,000.00 * () 120,000.00um%ah # 1 & * R! 120,000.00

B. Tenaga1. Pe$er/a 0.250 h ' () 38,500.00 * () 9,625.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.025 h ' () 55,000.00 * () 1,375.00

um%ah # 2 & * R! 11,000.00Jum+ah (1 2 ) H R! 1"1,000.00

1 m" 6a! 'an !ude+ am!uran 1 K! @ " P' @ $ 6.

M3

M3

M3

1 m" 6a! 'an !ude+ am!uran 1 K!@ 5 6.

M3

M3

1 m" Pema'an&an +a! 'an 3uk.

M3

1 m"

ru&an ' rtu.

M3


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22

1#. A. Bahan

1. -atu be%ah 0.275 ' () 126,000.00 * () 34,650.002. Keri$i% 0.030 ' () 180,000.00 * () 5,400.003. Pasir Pasang # e)u& 0.050 ' () 210,000.00 * () 10,500.00

um%ah # 1 & * R! 50,550.00B. Tenaga


um%ah # 2 & * R! 44,000.00Jum+ah (1 2 ) H R! 4,550.00

1 . A. Bahan

1. Tanah )a as 1.100 ' () 53,000.00 * () 58,300.00

um%ah # 1 & * R! 5#,"00.00B. Tenaga


um%ah # 2 & * R! 12,100.00Jum+ah (1 2 ) H R! $0,400.00

20. A. Bahan

1. Tanah Pi%ihan 1.200 ' () 54,000.00 * () 64,800.00um%ah # 1 & * R! *4,#00.00

B. Tenaga1. Pe$er/a 0.300 h ' () 38,500.00 * () 11,550.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.010 h ' () 55,000.00 * () 550.00

um%ah # 2 & * R! 12,100.00Jum+ah (1 2 ) H R! $*, 00.00

21.

A. Bahan1. Tanah biasa 1.200 ' () 49,000.00 * () 58,800.00

um%ah # 1 & * R! 5#,#00.00B. Tenaga


um%ah # 2 & * R! 12,100.00Jum+ah (1 2 ) H R! $0, 00.00

1 m2 !embuatan 3a+an !r ek B'ementara, teba+ 25 m.

M3

M3

M3

1 m" ru&an tanah !ada'

M3

1 m" ru&an anah P + han

M3

1 m" ru&an tanah b a'a

M3


23/133

23

22.anah /eka' &a+ an d &a+

Tenaga1. Pe$er/a 0.200 h ' () 38,500.00 * () 7,700.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.020 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * R! #,#00.00

B.8. 1 m" anah d an&kut den&an 3arak 'Bd 25 m8Tenaga1. Pe$er/a 0.516 h ' () 38,500.00 * () 19,866.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.050 h ' () 55,000.00 * () 2,750.00

um%ah # 2 & * R! 22,*1*.00

B.12. 1 m" anah d !adatkan +a! ' dem +a! ' 'am!a 20 m8Tenaga1. Pe$er/a 0.500 h ' () 38,500.00 * () 19,250.002. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.050 h ' () 55,000.00 * () 2,750.00

um%ah # 2 & * R! 22,000.00< A6 R! 5",41*.00

2". A. Tenaga

1. Pe$er/a 0.750 h ' () 38,500.00 * () 28,875.00

2. Tu$ang ga%i h ' () 48,500.00 * () 3. Ke)a%a tu$ang h ' () 55,000.00 * () 4. Man +r 0.025 h ' () 55,000.00 * () 1,375.00

Jum+ah ( 1 ) H R! "0,250.00

24. 1 m8 !a'an&an t 20 ( /


24/133

24

>. PEKERJAAN P


25/133


26/133

26

*. A. Bahan

1. -atu be%ah 15 20 1.200 ' () 126,000.00 * () 151,200.002. emen )+rt%an 156.000 Kg ' () 1,400.00 * () 218,400.003. Ka)ur )asang 0.032 ' () 300,000.00 * () 9,600.004. Pasir )asang # e)u& 0.584 ' () 210,000.00 * () 122,640.00

um%ah # 1 & * R! 501,#40.00B. Tenaga


um%ah # 2 & * R! 102,"$5.00Jum+ah (1 2 ) H R! *04,215.00

*.b A. Bahan

1. -atu be%ah 15 20 1.200 ' () 126,000.00 * () 151,200.002. emen )+rt%an 156.000 Kg ' () 1,400.00 * () 218,400.003. Ka)ur )asang 0.032 ' () 300,000.00 * () 9,600.004. Pasir )asang #%+$a%& 0.584 ' () 110,000.00 * () 64,240.00

um%ah # 1 & * R! 44",440.00B. Tenaga


um%ah # 2 & * R! 102,"$5.00

Jum+ah (1 2 ) H R! 545,#15.00

$. A. Bahan

1. -atu be%ah 15 20 1.200 ' () 126,000.00 * () 151,200.002. emen )+rt%an 61.000 Kg ' () 1,400.00 * () 85,400.003. Ka)ur )asang 0.147 ' () 300,000.00 * () 44,100.004. Pasir )asang # e)u& 0.492 ' () 210,000.00 * () 103,320.00

um%ah # 1 & * R! "#4,020.00B. Tenaga

1. Pe$er/a 1.500 h ' () 38,500.00 * () 57,750.00

2. Tu$ang batu 0.750 h ' () 48,500.00 * () 36,375.003. Ke)a%a tu$ang 0.075 h ' () 55,000.00 * () 4,125.004. Man +r 0.075 h ' () 55,000.00 * () 4,125.00

um%ah # 2 & * R! 102,"$5.00Jum+ah (1 2 ) H R! 4#*," 5.00

1 m" Pa'an& ! nda' batu be+ah, 1 P @ K! @ 4 P'.

M3

M3

M3

1 m" Pa'an& ! nda' batu be+ah, 1 P @ K! @ 4 P'.( Pa' r 6 ka+ )

M3

M3

M3

1 m" Pa'an& ! nda' batu be+ah, 1 P @ " K! @ 10 P'.

M3

M3

M3


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27

$.b A. Bahan

1. -atu be%ah 15 20 1.200 ' () 126,000.00 * () 151,200.002. emen )+rt%an 61.000 Kg ' () 1,400.00 * () 85,400.003. Ka)ur )asang 0.147 ' () 300,000.00 * () 44,100.004. Pasir )asang #%+$a%& 0.492 ' () 110,000.00 * () 54,120.00

um%ah # 1 & * R! ""4,#20.00B. Tenaga


um%ah # 2 & * R! 102,"$5.00Jum+ah (1 2 ) H R! 4"$,1 5.00

#. A. Bahan

1. -atu be%ah 15 20 1.200 ' () 126,000.00 * () 151,200.00

2. Pasir urug 0.432 ' () 110,000.00 * () 47,520.00um%ah # 1 & * R! 1 #,$20.00


um%ah # 2 & * R! 5",2"5.00Jum+ah (1 2 ) H R! 251, 55.00

#.b.

A. Bahan1. -atu be%ah 15 20 m 1.200 ' () 126,000.00 * () 151,200.00

um%ah # 1 & * R! 151,200.00B. Tenaga


um%ah # 2 & * R! 5",2"5.00Jum+ah (1 2 ) H R! 204,4"5.00

. A. Bahan

1. -esi bet+n 126.000 Kg ' () 12,000.00 * () 1,512,000.002. emen )+rt%an 194.000 Kg ' () 1,400.00 * () 271,600.003. Pasir bet+n 0.312 M3 ' () 270,000.00 * () 84,240.004. K+ra% bet+n 0.468 M3 ' () 200,000.00 * () 93,600.005. Ka at bet+n 1.800 Kg ' () 19,000.00 * () 34,200.00

um%ah # 1 & * R! 1, 5,*40.00B. Tenaga


um%ah # 2 & * R! 1#*,150.00Jum+ah (1 2 ) H R! 2,1#1,$ 0.00

1 m" Pa'an& ! nda' batu be+ah, 1 P @ " K! @ 10 P'.( Pa' r 6 ka+ )

M3

M3

M3

1 m" Pa'an& ! nda' batu k ' n&

M3

M3

1 m" Pa'an& ! nda' batu k ' n& untuk Pen&a ran

M3

1 m"

Pa'an& ! nda' ' k+ ! 40C batu !e ah


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28

10. A. Bahan

1. Pasir urug arat 0.016 ' () 110,000.00 * () 1,760.002. Pasir bet+n 0.080 ' () 270,000.00 * () 21,600.003. K+ra% bet+n 0.125 ' () 200,000.00 * () 25,000.004. emen )+rt%an 49.000 Kg ' () 1,400.00 * () 68,600.005. -esi bet+n 34.500 Kg ' () 12,000.00 * () 414,000.006. Ka at bet+n 0.700 Kg ' () 19,000.00 * () 13,300.007. Ka"u $as+ 5 7 0.027 ' () 5,000,000.00 * () 135,000.008. Pa$u 0.120 Kg ' () 19,000.00 * () 2,280.009. Min"a$ be$isting 0.090 t ' () 30,000.00 * () 2,700.0010. P%amur temb+$ 0.200 Kg ' () 16,000.00 * () 3,200.00

um%ah # 1 & * R! *#$,440.00B. Tenaga


um%ah # 2 & * R! *0,000.00Jum+ah (1 2 ) H R! $4$,440.00

1 m9 Pembuatan t an& !an an& ("5 D "5) >m , bet n bertu+an&

M3

M3

M3

M3


29/133


30/133

30

4. A. Bahan

1. >bin granit+ 60'60 m 1.0000 ' () 330,000.00 * () 330,000.002. emen )+rt%an 10.0000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang # e)u& 0.0215 ' () 210,000.00 * () 4,515.004. emen arna 1.5000 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & *R! "*2,015.00B. Tenaga (Dihitung)


um%ah # 2 & * R! "0,#12.50Jum+ah (1 2 ) H R! " 2,#2$.50

4.b. A. Bahan

1. Pa?ing b%+ $ 6 m 1.0000 ' () 58,000.00 * () 58,000.00

2. Pasir )asang # e)u& 0.2000 ' () 210,000.00 * () 42,000.00um%ah # 1 & *R! 100,000.00

B. Tenaga (Dihitung)1. Pe$er/a 0.4000 h ' () 38,500.00 * () 15,400.002. Tu$ang batu 0.2000 h ' () 48,500.00 * () 9,700.003. Ke)a%a tu$ang 0.0200 h ' () 55,000.00 * () 1,100.004. Man +r 0.0200 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 12$,"00.00

4. .

A. Bahan1. Pa?ing b%+ $ 6 m 1.0000 ' () 58,000.00 * () 58,000.002. Pasir )asang # e)u& 0.1200 ' () 210,000.00 * () 25,200.00

um%ah # 1 & *R! #",200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 110,500.00

4.d. A. Bahan

1. Pa?ing b%+ $ 4 m 1.0000 ' () 48,000.00 * () 48,000.002. Pasir )asang # e)u& 0.1200 ' () 210,000.00 * () 25,200.00

um%ah # 1 & *R! $",200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 100,500.00

1 m2 Pa'an& +anta ub n &ran t ukuran *0x*0 m

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200.A

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200./

M2

M3

1 m2 Pa'an& Pa: n& /+ k 4 m @ K.200./

M2

M3


31/133

31

4.e. A. Bahan


um%ah # 1 & *R! #5,200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 112,500.00

4. . A. Bahan


um%ah # 1 & *R! $0,*00.00

B. Tenaga(Dihitung)1. Pe$er/a 0.4000 h ' () 38,500.00 * () 15,400.002. Tu$ang batu 0.2000 h ' () 48,500.00 * () 9,700.003. Ke)a%a tu$ang 0.0200 h ' () 55,000.00 * () 1,100.004. Man +r 0.0200 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! $, 00.00

4.&. A. Bahan

1. Pa?ing b%+ $ 6 m 1.0000 ' () 58,000.00 * () 58,000.00

2. Pasir )asang #%+$a%& 0.2000 ' () 110,000.00 * () 22,000.00um%ah # 1 & *R! #0,000.00

B. Tenaga(Dihitung)1. Pe$er/a 0.4000 h ' () 38,500.00 * () 15,400.002. Tu$ang batu 0.2000 h ' () 48,500.00 * () 9,700.003. Ke)a%a tu$ang 0.0200 h ' () 55,000.00 * () 1,100.004. Man +r 0.0200 h ' () 55,000.00 * () 1,100.00

um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 10$,"00.00

4.h.

A. Bahan1. Pa?ing b%+ $ 6 m 1.0000 ' () 58,000.00 * () 58,000.002. Pasir )asang #%+$a%& 0.1200 ' () 110,000.00 * () 13,200.00

um%ah # 1 & *R! $1,200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! #,500.00

1 m2 Pa'an& Pa: n& /+ k /er-arna * m @ K.200./2

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200./1

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200.A ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200./ ( Pa' r 6 ka+ )

M2

M3


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32

4. . A. Bahan

1. Pa?ing b%+ $ 4 m 1.0000 ' () 48,000.00 * () 48,000.002. Pasir )asang #%+$a%& 0.1200 ' () 110,000.00 * () 13,200.00

um%ah # 1 & *R! *1,200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! ##,500.00

4.3. A. Bahan


um%ah # 1 & *R! $",200.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 100,500.00

4.k. A. Bahan


um%ah # 1 & *R! *4,*00.00B. Tenaga(Dihitung)


um%ah # 2 & * R! 2$,"00.00Jum+ah (1 2 ) H R! 1, 00.00

5. 1 m9 Pa'an& !+ nt ub n ! -arna ukuran 10x20 m A. Bahan

1. P%int >bin ) arna 10'20 m 5.300 -h ' () 6,000.00 * () 31,800.002. emen )+rt%an 1.140 Kg ' () 1,400.00 * () 1,596.003. Pasir )asang # e)u& 0.003 ' () 210,000.00 * () 630.004. emen arna 0.100 Kg ' () 9,000.00 * () 900.00

um%ah # 1 & * R! "4, 2*.00B. Tenaga

1. Pe$er/a 0.090 h ' () 38,500.00 * () 3,465.002. Tu$ang batu 0.090 h ' () 48,500.00 * () 4,365.003. Ke)a%a tu$ang 0.009 h ' () 55,000.00 * () 495.004. Man +r 0.005 h ' () 55,000.00 * () 275.00

um%ah # 2 & * R! #,*00.00Jum+ah (1 2 ) H R! 4",52*.00

1 m2 Pa'an& Pa: n& /+ k 4 m @ K.200./ ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& Pa: n& /+ k /er-arna * m @ K.200./2 ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& Pa: n& /+ k * m @ K.200./1 ( Pa' r 6 ka+ )

M2

M3

M3


33/133

33

*. 1 m9 Pa'an& !+ nt ub n &ran t ukuran 10x40 m A. Bahan

1. P%int >bin granit+ 10'40 m 2.650 -h ' () 17,000.00 * () 45,050.002. emen )+rt%an 1.140 Kg ' () 1,400.00 * () 1,596.003. Pasir )asang # e)u& 0.003 ' () 210,000.00 * () 630.004. emen arna 0.100 Kg ' () 9,000.00 * () 900.00

um%ah # 1 & * R! 4#,1$*.00B. Tenaga


um%ah # 2 & * R! #,*00.00Jum+ah (1 2 ) H R! 5*,$$*.00

$. 1 m9 Pa'an& !+ nt ub n &ran t ukuran 10x"0 m A. Bahan

1. P%int >bin granit+ 10'30 m 3.5300 -h ' () 18,000.00 * () 63,540.00

2. emen )+rt%an 1.1400 Kg ' () 1,400.00 * () 1,596.003. Pasir )asang # e)u& 0.0030 ' () 210,000.00 * () 630.004. emen arna 0.1000 Kg ' () 9,000.00 * () 900.00

um%ah # 1 & * R! **,***.00B. Tenaga


um%ah # 2 & * R! #,*00.00Jum+ah (1 2 ) H R! $5,2**.00

#. A. Bahan

1. >bin $erami$ 10 ' 20 m 1.000 ' () 47,000.00 * () 47,000.002. emen )+rt%an 11.380 Kg ' () 1,400.00 * () 15,932.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.620 Kg ' () 9,000.00 * () 14,580.00

um%ah # 1 & * R! #*, *2.00B. Tenaga

1. Pe$er/a 0.700 h ' () 38,500.00 * () 26,950.002. Tu$ang batu 0.350 h ' () 48,500.00 * () 16,975.003. Ke)a%a tu$ang 0.035 h ' () 55,000.00 * () 1,925.00

4. Man +r 0.035 h ' () 55,000.00 * () 1,925.00um%ah # 2 & * R! 4$,$$5.00

Jum+ah (1 2 ) H R! 1"4,$"$.00

. A. Bahan

1. >bin $erami$ 20 ' 20 m 1.000 ' () 50,000.00 * () 50,000.002. emen )+rt%an 10.400 Kg ' () 1,400.00 * () 14,560.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.620 Kg ' () 9,000.00 * () 14,580.00

um%ah # 1 & * R! ##,5 0.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1"*,"*5.00

M3

M3


M2

M3


M2

M3


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.b A. Bahan

1. >bin $erami$ 20 ' 20 m 1.000 ' () 50,000.00 * () 50,000.002. emen )+rt%an 10.400 Kg ' () 1,400.00 * () 14,560.003. Pasir )asang #%+$a%& 0.045 ' () 110,000.00 * () 4,950.004. emen arna 1.620 Kg ' () 9,000.00 * () 14,580.00

um%ah # 1 & * R! #4,0 0.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1"1,#*5.00

10. A. Bahan

1. >bin $erami$ 30 ' 30 m arna 1.000 M< ' () 53,000.00 * () 53,000.002. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.00

3. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! # , 50.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1"$,$25.00

10.b

A. Bahan1. >bin $erami$ 40 ' 40 m arna 1.000 M< ' () 55,000.00 * () 55,000.002. emen )+rt%an 9.800 Kg ' () 1,400.00 * () 13,720.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! 1,*$0.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1" ,445.00

10. A. Bahan

1. >bin $erami$ 30 ' 30 m arna 1.000 M< ' () 53,000.00 * () 53,000.002. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang #%+$a%& 0.045 ' () 110,000.00 * () 4,950.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! #5,450.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1"",225.00

1 m2 Pa'an& +anta keram k 20 x 20 m ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& +anta keram k "0 x "0 m =arna

M3

1 m2 Pa'an& +anta keram k 40 x 40 m =arna

M3

1 m2 Pa'an& +anta keram k "0 x "0 m =arna ( Pa' r 6 ka+ )

M3


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35

10.d A. Bahan

1. >bin $erami$ 40 ' 40 m arna 1.000 M< ' () 55,000.00 * () 55,000.002. emen )+rt%an 9.800 Kg ' () 1,400.00 * () 13,720.003. Pasir )asang #%+$a%& 0.045 ' () 110,000.00 * () 4,950.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! #$,1$0.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1"4, 45.00

11. A. Bahan

1. >bin $erami$ 30 ' 30 m )utih )+%+s 1.000 M< ' () 38,500.00 * () 38,500.002. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! $5,450.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00

Jum+ah (1 2 ) H R! 12",225.00

11.b A. Bahan

1. >bin $erami$ 30 ' 30 m )utih )+%+s 1.000 M< ' () 38,500.00 * () 38,500.002. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang #%+$a%& 0.045 ' () 110,000.00 * () 4,950.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! $0, 50.00B. Tenaga

1. Pe$er/a 0.700 h ' () 38,500.00 * () 26,950.00

2. Tu$ang batu 0.350 h ' () 48,500.00 * () 16,975.003. Ke)a%a tu$ang 0.035 h ' () 55,000.00 * () 1,925.004. Man +r 0.035 h ' () 55,000.00 * () 1,925.00

um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 11#,$25.00

1 m2 Pa'an& +anta keram k 40 x 40 m =arna ( Pa' r 6 ka+ )

M3

1 m2 Pa'an& +anta keram k "0 x "0 m Put h P + '

M3

1 m2 Pa'an& +anta keram k "0 x "0 m Put h P + ' ( Pa' r 6 ka+ )

M3


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36

12. A. Bahan

1. >bin $erami$ 30 ' 30 m anti s%i) 1.000 M< ' () 60,000.00 * () 60,000.002. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! *, 50.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 144,$25.00

12.b A. Bahan

1. >bin $erami$ 30 ' 30 m anti s%i) 1.000 M< ' () 60,000.00 * () 60,000.00

2. emen )+rt%an 10.000 Kg ' () 1,400.00 * () 14,000.003. Pasir )asang #%+$a%& 0.045 ' () 110,000.00 * () 4,950.004. emen arna 1.500 Kg ' () 9,000.00 * () 13,500.00

um%ah # 1 & * R! 2,450.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 140,225.00

1". A. Bahan

1. Marmer 1.060 M< ' () 500,000.00 * () 530,000.002. emen )+rt%an 8.190 Kg ' () 1,400.00 * () 11,466.003. Pasir )asang # e)u& 0.045 ' () 210,000.00 * () 9,450.004. emen arna 0.650 Kg ' () 9,000.00 * () 5,850.00

um%ah # 1 & * R! 55*,$**.00B. Tenaga


4. Man +r 0.035 h ' () 55,000.00 * () 1,925.00um%ah # 2 & * R! 4$,$$5.00

Jum+ah (1 2 ) H R! *04,541.0014. A. Bahan

1. @ar)et 1.050 ' () 75,000.00 * () 78,750.002. em ?in"% 0.350 Kg ' () 25,000.00 * () 8,750.00

um%ah # 1 & * R! #$,500.00B. Tenaga

1. Pe$er/a 0.1200 h ' () 38,500.00 * () 4,620.002. Tu$ang 0.1200 h ' () 48,500.00 * () 5,820.003. Ke)a%a tu$ang 0.0120 h ' () 55,000.00 * () 660.004. Man +r 0.0060 h ' () 55,000.00 * () 330.00

um%ah # 2 & * R! 11,4"0.00Jum+ah (1 2 ) H R! #, "0.00

1 m2 Pa'an& +anta keram k "0 x "0 m ant '+ !

M3

1 m2 Pa'an& +anta keram k "0 x "0 m ant '+ ! ( Pa' r + ka+ )

M3

1 m2

Pa'an& +anta marmer ukuran (100 x 100) m

M3

1 m2 Pa'an& +anta kar!et

M2


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37

15. A. Bahan

1. Kerami$ 20 ' 20 m 1.000 ' () 50,000.00 * () 50,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.003. Pasir )asang # e)u& 0.018 ' () 210,000.00 * () 3,780.004. emen arna 1.940 Kg ' () 9,000.00 * () 17,460.00

um%ah # 1 & * R! #4,2*0.00B. Tenaga


um%ah # 2 & * R! *1,425.00Jum+ah (1 2 ) H R! 145,*#5.00

15.b A. Bahan

1. Kerami$ 20 ' 25 m 1.000 ' () 55,000.00 * () 55,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.00

3. Pasir )asang # e)u& 0.018 ' () 210,000.00 * () 3,780.004. emen arna 1.940 Kg ' () 9,000.00 * () 17,460.00

um%ah # 1 & * R! # ,2*0.00B. Tenaga


um%ah # 2 & * R! *1,425.00Jum+ah (1 2 ) H R! 150,*#5.00

15. A. Bahan

1. Kerami$ 20 ' 20 m 1.000 ' () 50,000.00 * () 50,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.003. Pasir )asang #%+$a%& 0.018 ' () 110,000.00 * () 1,980.004. emen arna 1.940 Kg ' () 9,000.00 * () 17,460.00

um%ah # 1 & * R! #2,4*0.00B. Tenaga


4. Man +r 0.045 h ' () 55,000.00 * () 2,475.00um%ah # 2 & * R! *1,425.00

Jum+ah (1 2 ) H R! 14",##5.0015.d A. Bahan

1. Kerami$ 20 ' 25 m 1.000 ' () 50,000.00 * () 50,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.003. Pasir )asang #%+$a%& 0.018 ' () 110,000.00 * () 1,980.004. emen arna 1.940 Kg ' () 9,000.00 * () 17,460.00

um%ah # 1 & * R! #2,4*0.00B. Tenaga


um%ah # 2 & * R! *1,425.00Jum+ah (1 2 ) H R! 14",##5.00


M2

M3


M2

M3

1 m2

Pa'an& d nd n& keram k 20 x 20 m ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& d nd n& keram k 20 x 25 m ( Pa' r 6 ka+ )

M2

M3


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38

1*. A. Bahan

1. Kerami$ 10 ' 20 m 1.000 ' () 47,000.00 * () 47,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.003. Pasir )asang # e)u& 0.018 ' () 210,000.00 * () 3,780.004. emen arna 2.750 Kg ' () 9,000.00 * () 24,750.00

um%ah # 1 & * R! ##,550.00B. Tenaga


um%ah # 2 & * R! *1,425.00Jum+ah (1 2 ) H R! 14 , $5.00

1*.b A. Bahan

1. Kerami$ 10 ' 20 m 1.000 ' () 47,000.00 * () 47,000.002. emen abu abu 9.300 Kg ' () 1,400.00 * () 13,020.00

3. Pasir )asang #%+$a%& 0.018 ' () 110,000.00 * () 1,980.004. emen arna 2.750 Kg ' () 9,000.00 * () 24,750.00

um%ah # 1 & * R! #*,$50.00B. Tenaga


um%ah # 2 & * R! *1,425.00Jum+ah (1 2 ) H R! 14#,1$5.00

1$.

A. Bahan1. -atu tem)e% hitam 1.050 ' () 105,000.00 * () 110,250.002. emen abu abu 11.750 Kg ' () 1,400.00 * () 16,450.003. Pasir )asang # e)u& 0.035 ' () 210,000.00 * () 7,350.00

um%ah # 1 & * R! 1"4,050.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00

Jum+ah (1 2 ) H R! 1#1,#25.00

1$.b. A. Bahan

1. -atu tem)e% #K Pa%imanan& 1.050 ' () 90,000.00 * () 94,500.002. emen abu abu 11.750 Kg ' () 1,400.00 * () 16,450.003. Pasir )asang #@e)u& 0.035 ' () 210,000.00 * () 7,350.00

um%ah # 1 & * R! 11#,"00.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1**,0$5.00


M2

M3

1 m2 Pa'an& d nd n& keram k 10 x 20 m ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& d nd n& batu tem!e+ h tam

M2

M3

1 m2 Pa'an& batu tem!e+ (Pa+ manan)

M2

M3


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39

1$. A. Bahan

1. -atu tem)e% hitam 1.050 ' () 105,000.00 * () 110,250.002. emen abu abu 11.750 Kg ' () 1,400.00 * () 16,450.003. Pasir )asang #%+$a%& 0.035 ' () 110,000.00 * () 3,850.00

um%ah # 1 & * R! 1"0,550.00B. Tenaga


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1$#,"25.00

1$.d. A. Bahan

1. -atu tem)e% #K Pa%imanan& 1.050 ' () 90,000.00 * () 94,500.002. emen abu abu 11.750 Kg ' () 1,400.00 * () 16,450.00

3. Pasir )asang #%+$a%& 0.035 ' () 110,000.00 * () 3,850.00um%ah # 1 & * R! 114,#00.00


um%ah # 2 & * R! 4$,$$5.00Jum+ah (1 2 ) H R! 1*2,5$5.00

1 m2 Pa'an& d nd n& batu tem!e+ h tam ( Pa' r 6 ka+ )

M2

M3

1 m2 Pa'an& batu tem!e+ (Pa+ manan) d&n Pa' r 6 ka+

M2

M3


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40

E. PEKERJAAN ?IN?IN

1. A. Bahan

1. -ata merah 5 ' 11 ' 22 m 140.000 -h ' () 700.00 * () 98,000.002. emen )+rt%an 43.500 Kg ' () 1,400.00 * () 60,900.003. Pasir )asang # e)u& 0.080 ' () 210,000.00 * () 16,800.00

um%ah # 1 & * R! 1$5,$00.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 211,250.00

1.b A. Bahan

1. -ata merah 5 ' 11 ' 22 m 140.000 -h ' () 700.00 * () 98,000.002. emen )+rt%an 43.500 Kg ' () 1,400.00 * () 60,900.003. Pasir )asang #%+$a%& 0.080 ' () 110,000.00 * () 8,800.00

um%ah # 1 & * R! 1*$,$00.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 20",250.00

2. A. Bahan


um%ah # 1 & * R! 1*",240.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 1 #,$ 0.00

2.b A. Bahan


um%ah # 1 & * R! 154,140.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 1# ,* 0.00

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 2 P'.

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 2 P'.( Pa' r 6 ka+ )

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " P'

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " P' ( Pa' r 6 ka+ )

M3


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41

". A. Bahan


um%ah # 1 & * R! 154,$00.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 1 0,250.00

".b A. Bahan

1. -ata merah 5 ' 11 ' 22 m 140.000 -h ' () 700.00 * () 98,000.002. emen )+rt%an 26.550 Kg ' () 1,400.00 * () 37,170.00

3. Pasir )asang #%+$a%& 0.093 ' () 110,000.00 * () 10,230.00um%ah # 1 & * R! 145,400.00


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 1#0, 50.00

4. A. Bahan

1. -ata merah 5 ' 11 ' 22 m 140.000 -h ' () 700.00 * () 98,000.002. emen )+rt%an 10.080 Kg ' () 1,400.00 * () 14,112.003. Pasir )asang # e)u& 0.093 ' () 210,000.00 * () 19,425.004. Ka)ur )asang 0.028 ' () 300,000.00 * () 8,250.00

um%ah # 1 & * R! 1" ,$#$.00B. Tenaga


um%ah # 2 & * R! "5,550.00

Jum+ah (1 2 ) H R! 1$5,""$.00

4.b A. Bahan

1. -ata merah 5 ' 11 ' 22 m 140.000 -h ' () 700.00 * () 98,000.002. emen )+rt%an 10.080 Kg ' () 1,400.00 * () 14,112.003. Pasir )asang #%+$a%& 0.093 ' () 110,000.00 * () 10,175.004. Ka)ur )asang 0.028 ' () 300,000.00 * () 8,250.00

um%ah # 1 & * R! 1"0,5"$.00B. Tenaga


um%ah # 2 & * R! "5,550.00Jum+ah (1 2 ) H R! 1**,0#$.00

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 4 P'

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ 4 P' ( Pa' r 6 ka+ )

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " K! @ 10 P'

M3

M3

1 m2 Pa'an&an bata merah teba+ 1 bata, 1 P @ " K! @ 10 P' ( Pa' r 6 ka+ )

M3

M3


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5. A. Bahan


um%ah # 1 & * R! #",510.00B. Tenaga


um%ah # 2 & * R! 1$,$$5.00Jum+ah (1 2 ) H R! 101,2#5.00

5.b A. Bahan

1. -ata merah 5 ' 11 ' 22 m 70.000 -h ' () 700.00 * () 49,000.002. emen )+rt%an 18.950 Kg ' () 1,400.00 * () 26,530.00

3. Pasir )asang #%+$a%& 0.038 ' () 110,000.00 * () 4,180.00um%ah # 1 & * R! $ ,$10.00

B. Tenaga1. Pe$er/a 0.300 h ' () 38,500.00 * () 11,550.002. Tu$ang batu 0.100 h ' () 48,500.00 * () 4,850.003. Ke)a%a tu$ang 0.010 h ' () 55,000.00 * () 550.004. Man +r 0.015 h ' () 55,000.00 * () 825.00

um%ah # 2 & * R! 1$,$$5.00Jum+ah (1 2 ) H R! $,4#5.00

*.

A. Bahan1. -ata merah 5 ' 11 ' 22 m 70.000 -h ' () 700.00 * () 49,000.002. emen )+rt%an 14.370 Kg ' () 1,400.00 * () 20,118.003. Pasir )asang # e)u& 0.040 ' () 210,000.00 * () 8,400.00

um%ah # 1 & * R! $$,51#.00B. Tenaga


um%ah # 2 & * R! 1$,$$5.00

Jum+ah (1 2 ) H R! 5,2 ".00


M3

1 m2 Pa'an&an bata merah teba+ bata, 1 P @ 2 P' ( Pa' r 6 ka+ )

M3

1 m2 Pa'an&an bata merah teba+ bata, 1 P @ " P'

M3


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43

*.b A. Bahan


um%ah # 1 & * R! $",51#.00B. Tenaga


um%ah # 2 & * R! 1$,$$5.00Jum+ah (1 2 ) H R! 1,2 ".00

$. A. Bahan

1. -ata merah 5 ' 11 ' 22 m 70.000 -h ' ()

analisa sni 2013 pati tengah

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