analisa_gedung

7/25/2019 Analisa_gedung

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RESUME ANALISA HARGA SATUAN

NO. : URAIAN UNIT HARGA SATUAN

A. PEKERJAAN PONDASI

A.1 Pasangan Pondasi Batu Kali 1Ps : 2Ps/m3 M3 329,220.00




A.5 Pasangan Batu Kosong /m3 M3 151,900.00

A.6 Beton i!lo" #engan 40$ Batu Kali/m3 M3 266,530.00

A.7 Beton i!lo" #engan 30$ Batu Kali/m3 M3 2%4,0%0.00

A.% Peman&angan 'iang Pan&ang #ia. 400 mm (Asumsi Pan)ang 'iang 24 m*+/m* M* 23,700.00

A.9 Peman&angan 'iang Pan&ang #ia. 500 mm (Asumsi Pan)ang 'iang 24 m*+/m* M* 24,430.00

A.10 Peman&angan 'iang Pan&ang #ia. 600 mm (Asumsi Pan)ang 'iang 24 m*+/m* M* 27,470.00

A.11 Boed Pile #ia. 500 mm/m* M* 163,010.00

B. PEKERJAAN BETON

B.1 Beton K-300 M3 250,040.00

B.2 antai Ke)a 1: 3 : 5 teal 5 &m/m2 M2 19,120.00

B.3 P atesto" ea 300 mm/m* M* 119,700.00

B.4 Pemesian/Kg Kg 3,070.00

B.5 Pemasangan iemes/m2 M2 31,%40.00

B.6 Be!isting ntu! Pile a"/m2 M2 21,610.00

B.7 Be!isting ntu! loo/m2 M2 23,110.00

B.% Be!isting Pile a" dai Batu ata "uti/M2 M2 22,%30.00C. PEKERJAAN PASANGAN DINDING BATA & PLESTERAN

.1 #inding Bata 1/2 Batu Adu!an 1P&:2Ps M2 33,540.00

.2 #inding Bata 1/2 Batu Adu!an 1P&:3Ps M2 31,1%0.00

.3 #inding Bata 1/2 Batu Adu!an 1P&:4Ps M2 29,%30.00

.4 #inding Bata 1/2 Batu Adu!an 1P&:5Ps M2 27,990.00

.5 #inding ollo onlo&! '820&m/m2 M2 5%,120.00

.6 #inding ollo onlo&! '815&m/m2 M2 45,450.00

.7 #inding ollo onlo&! '810&m/m2 M2 36,0%0.00

.% #inding Bata Kaaang 121124&m/m2 M2 39,930.00

.9 Plestean 1P&:2Ps 'eal 815mm/m2 M2 11,720.00




.13 Plestean 1P&:2Ps 'eal 820mm/m2 M2 14,%%0.00.14 Plestean 1P&:3Ps 'eal 820mm/m2 M2 13,450.00



D. PEKERJAAN PELAPIS LANTAI DAN DINDING

#.1 antai &eed t 20 mm/m2 M2 17,950.00

#.2 antai Keami! !. 2020 &m/m2 M2 51,990.00

#.3 antai Keami! !. 3030 &m/m2 M2 53,%40.00

#.4 antai Mame/m2 M2 2%5,930.00

#.5 #inding Poselin 1111/m2 M2 76,020.00

#.6 #inding Keami! 20 20/m2 M2 53,200.00

#.7 #inding Mame (istem Basa+/m2 M2 275,140.00

#.% #inding Mame (istem Keing+/m2 M2 403,450.00

#.9 #inding Batu Palimanan/m2 M2 69,090.00

#.10 loo adene/m2 M2 13,%30.00

E. PEKERJAAN PLAFOND

;.1 ="sum teal 9 mm M2 30,200.00

F. PEKERJAAN RANGKA & PENUTUP ATAP

.1 Konstu!si Kuda-Kuda Ka=u Kam"e/m3 M3 1,636,500.00

.2 Kaso ? enteng Monie Ka=u Kam"e/m2 M2 21,330.00

.3 Ata" >enteng Monie/M2 M2 33,230.00

.4 @o! >enteng Monie/M* M* 54,540.00

G. PEKERJAAN LANDSCAPE

>.1 Pe!e)aan Paing Blo&!/M2 M2 66,220.00

>.2 Pe!e)aan Kansteen/M* M* 54,720.00>.3 Paga B


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Pondasi

Page 2

ANALISA HARGA SATUAN

No. Uraian Unit Qt! Har"a Sat#an

A. PEKERJAAN PONDASI

A.$ Pa%an"an Pona%i Bat# Ka'i $P% : (P%)*+

A. Mat,ria' :

BB 1 Batu Bela 15/20 &m m3 1.1000 110,000.00

"& 2 Potland ement '="e Kg 267.0000 550.00

PP 3 Pasi Pasang m3 0.4270 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0700 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.5000 15,000.00

P! 4 Pe!e)a ai 1.5000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 3,500.00

D. S#/ Tota' 0A1B1C2 :

E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A.( Pa%an"an Pona%i Bat# Ka'i $P% : +P%)*+

A. Mat,ria' :

BB 1 Batu Bela 15/20 &m C@/A 1.1000 110,000.00

P 2 Potland ement '="e C@/A 202.0000 550.00

PP 3 Pasi Pasang C@/A 0.4%50 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0700 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.5000 15,000.00

P! 4 Pe!e)a ai 1.5000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 3,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A.+ Pa%an"an Pona%i Bat# Ka'i $P% : 9P%)*+

A. Mat,ria' :

BB 1 Batu Bela 15/20 &m C@/A 1.1000 110,000.00

"& 2 Potland ement '="e C@/A 163.0000 550.00

PP 3 Pasi Pasang C@/A 0.5200 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0700 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00'B 3 'u!ang Batu ai 0.5000 15,000.00


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Pondasi

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P! 4 Pe!e)a ai 1.5000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 3,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A.9 Pa%an"an Pona%i Bat# Ka'i $P% : P%)*+

A. Mat,ria' :

BB 1 Batu Bela 15/20 &m C@/A 1.1000 110,000.00


PP 3 Pasi Pasang C@/A 0.5440 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0700 20,000.00


P! 4 Pe!e)a ai 1.5000 10,000.00

C. P,ra'atan :

1 Alat Bantu m3 1 3,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A. Pa%an"an Bat# Ko%on" )*+

A. Mat,ria' :BB 1 Batu Bela 15/20 &m C@/A 1.1000 110,000.00

Pu 2 Pasi ug C@/A 0.3000 60,000.00

B. P,-,ra :

Ma 1 Mando ai 0.0700 20,000.00

P! 2 Pe!e)a ai 1.0000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 1,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A.; B,ton Si-'o< D,n"an 967 Bat# Ka'i)*+

A. Mat,ria' :


PB 2 Pasi Beton C@/A 0.3200 %5,000.00

KB 3 Koal Beton C@/A 0.4900 90,000.00

B'B 4 Batu Kali Bulat C@/A 0.4500 120,000.00

B. P,-,ra :

Ma 1 Mando ai 0.0%00 20,000.00K' 2 Ke"ala 'u!ang ai 0.0300 17,500.00


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Pondasi

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'B 3 'u!ang Batu ai 0.3000 15,000.00

P! 4 Pe!e)a ai 2.0000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 3,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

A.= B,ton Si-'o< D,n"an +67 Bat# Ka'i)*+

A. Mat,ria' :


PB 2 Pasi Beton C@/A 0.3%00 %5,000.00

KB 3 Koal Beton C@/A 0.5600 90,000.00

B'B 4 Batu Kali Bulat C@/A 0.3500 120,000.00

B. P,-,ra :Ma 1 Mando ai 0.0%00 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0300 17,500.00

'B 3 'u!ang Batu ai 0.3000 15,000.00

P! 4 Pe!e)a ai 2.0000 10,000.00

C. P,ra'atan :

1 Alat Bantu s 1.00 3,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :A.> P,*an?an"an Tian" Pan?an" Dia. 966 ** 0A%#*%i Panan" Tian" (9 *2)*

A. Mat,ria' :

#D 1 #iesel Dil t 0.7%15 1,%50.00

u 2 ui&ant t 0.0521 15,000.00

B. P,-,ra :

Ma 1 Mando ai 0.0052 20,000.00

Kt 2 Ke"ala 'u!ang ai 0.0156 17,500.00

Me& 3 Me&ani& ai 0.0052 30,000.00

;le& 4 ;le&ti&ian ai 0.0052 30,000.00

D"e 5 D"eato (ea=+ ai 0.0052 40,000.00P! 6 Pe!e)a ai 0.0260 10,000.00

7 Eointing @os 0.0417 50,000.00

% utt o Pile @os 0.0417 25,000.00

C. P,ra'atan :

1 1 ale ane 45 'on Eam 0.0521 250,000

#-35 2 #iesel amme K-35 Eam 0.0521 %0,000


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :G. Di/#'at-an :


5/65


6/65


7/65

Pondasi

Page 7

Tota' Har"a

121,000.00

146,%50.00

33,092.50

+66@9(.6

1,400.00

%75.00

7,500.00

15,000.00

(9==.66

3,500.00

+66.66

+(@($=.6

0.00 0$ ntu!


8/65

Pondasi

Page %

15,000.00

(9==.66

3,500.00

+66.66

(=@((.66

0.00

(=@((.66

(=@(+6.66

121,000.00

74,%00.00

42,160.00

(+=@;6.66

1,400.00

%75.007,500.00

15,000.00

(9==.66

3,500.00

+66.66

(;;(+.66

0.00

(;;(+.66

(;;(96.66

121,000.00

1%,000.00

[email protected]

1,400.00

10,000.00

$$966.66

1,500.00

$66.66

[email protected]

0.00

[email protected]

[email protected]

111,100.00

27,200.00

44,100.00

54,000.00

(+;966.66

1,600.00525.00


9/65

Pondasi

Page 9

4,500.00

20,000.00

(;;(.66

3,500.00

+66.66

(;;(.66

0.00

(;;(.66

(;;+6.66

129,250.00

32,300.00

50,400.00

42,000.00

([email protected]

1,600.00

525.00

4,500.00

20,000.00

(;;(.66

3,500.00

+66.66

(>96=.66

0.00

(>96=.66

(>96>6.66

1,445.7%

7%1.50

(((=.(>

104.17 192

273.44

156.25

156.25

20%.33260.42

2,0%3.33

1,041.67

9(>+.>;

13,025.00 19.2 M*/Eam

4,16%.00

$=$@+.66

(+=69.$9

0.00

(+=69.$9(+=66.66

WIRA:

Masukkan Kap. Produksisesuai metode Pelaksanaan


10/65

Pondasi

Page 10

1,445.7%

7%1.50

(((=.(>

104.17 192

273.44

156.25

156.25

20%.33

260.42

2,291.67

1,041.67

99@(.(6

13,025.00 19.2 M*/Eam

4,6%9.00

$==$9.66

(99++.9>

0.00

(99++.9>

(99+6.66

1,651.13

%92.50

(9+.;+

104.17 16%

273.44

156.25

156.25

20%.33

260.42

2,500.00

1,041.67

9=66.+

14,%75.00 16.% M*/Eam5,355.00

(6(+6.66

(=9=9.$;

0.00

(=9=9.$;

(=9=6.66

Data : I%i ata %,%#ai It,* P,-,raan

#iamete : 0.5 m*

2,%91.55 Pan)ang : 24 m*

1,563.00 Besi Beton : 125 Kg/m3

49,455.00

6%,25%.20

WIRA:


WIRA:



11/65

Pondasi

Page 11

2,%97.75

$(6;.6

104.17 96

273.44

156.25

156.25

20%.33

260.42

1,666.67

(>(.+

31,260.00 9.6 M*/Eam

2,355.00

1,500.00

+$$.66

$;+66;.6+0.00

$;+66;.6+

$;+6$6.66

WIRA:



12/65



B. PEKERJAAN BETON

B.$ B,ton K+66A. Mat,ria' :


13/65

1 Alat Bantu m* 1 750.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

B.9 P,*/,%ian)K"

A. Mat,ria' :

Be 1 Besi Beton Kg 1.0200 2,650.00

KBe 2 Kaat Beton Kg 0.0150 7,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0003 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0007 17,500.00

'B 3 'u!ang Batu ai 0.0070 15,000.00

P! 4 Pe!e)a ai 0.0070 10,000.00

C. P,ra'atan :D@007 1 Ba Bende Eam 0.0040 7,500

D@00% 2 Ba utte Eam 0.0040 %,750


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

B. P,*a%an"an ir,*,%4)*(

A. Mat,ria' :

M 1 iemes m2 1.0200 30,000.00

KBe 2 Kaat Beton Kg 0.0050 7,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0015 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0025 17,500.00

'B 3 'u!ang Batu ai 0.0250 15,000.00

P! 4 Pe!e)a ai 0.0250 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1 500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :F. Tota' :

G. Di/#'at-an :

B.; B,-i%tin" Unt#- Pi', Ca


14/65

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

B.= B,-i%tin" Unt#- S'oo5)*(

A. Mat,ria' :

KaB 1 Ka=u Be!isting (Pa"an+ m3 0.0450 300,000.00

Pa 2 Pa!u Biasa 2GH 5G Kg 0.3000 5,000.00

MB 3 Min=a! Be!isting t 0.1000 6,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0050 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0260 17,500.00

'K 3 'u!ang Ka=u ai 0.2600 15,000.00P! 4 Pe!e)a ai 0.3000 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

B.> B,-i%tin" Pi', Ca< ari Bat# /ata


15/65

Tota' Har"a

216,300.00

3,000.00

($@+66.66

500.00

%75.00

3,750.00

7,500.00

$(;(.66

15,61%.75 12 m3/)am

2,499.75

$>$$>.6

(669+.6

0.00

(669+.6

(6696.66

5,995.00

2,210.00

3,960.00$($;.66

120.00

35.00

300.00

1,500.00

[email protected]

5,000.00

666.66

$@$(6.66

0.00

$@$(6.66

$@$(6.66

117,%10.00

$$=>$6.66

60.00

525.00

550.00

$$+.66

WIRA:



16/65

750.00

=6.66

$$@;@.66

0.00

$$@;@.66

$$@=66.66

2,703.00

112.50

(>$.6

6.00

12.25

105.00

70.00

$@+.(

30.00 250 Kg/Eam

35.00

;.66

+6=+.=

0.00

+6=+.=

+6=6.66

30,600.00

37.50

+6;+=.6

30.00

43.75

375.00

250.00

;@>.=

500.00

66.66

+$>+;.(

0.00+$>+;.(

+$>96.66

12,000.00

1,500.00

650.00

$9$6.66

100.00

455.00

3,900.003,000.00

WIRA:



17/65

=9.66

0.00

6.66

($;6.66

0.00

($;6.66

($;$6.66

13,500.00

1,500.00

650.00

$;6.66

100.00

455.00

3,900.003,000.00

=9.66

0.00

6.66

(+$6.66

0.00

(+$6.66

(+$$6.66

7,000.006,325.00

3,332.50

$;;=.6

300.00

175.00

1,500.00

3,200.00

$=.66

1,000.00

$666.66

((>+(.6

0.00

((>+(.6

((>+6.66


18/65


19/65

C. P,ra'atan :

1 Alat Bantu m2 1 1,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.9 Dinin" Bata $)( Bat# A#-an $P?:P%

A. Mat,ria' :

BM 1 Bata Mea 51122&m B 70.0000 200.00

P 2 Potland ement '="e Kg 9.6%00 550.00

PP 3 Pasi Pasang m3 0.0450 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0150 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0100 17,500.00

'B 3 'u!ang Batu ai 0.1000 15,000.00P! 4 Pe!e)a ai 0.3200 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C. Dinin" Ho''o Con/'o?- T(6?*)*(

A. Mat,ria' :

B1 1 onlo&! 402020&m B 12.5000 3,250.00P 2 Potland ement '="e Kg 13.5000 550.00

PP 3 Pasi Pasang m3 0.04%0 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0170 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0150 17,500.00

'B 3 'u!ang Batu ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.3500 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.; Dinin" Ho''o Con/'o?- T$?*)*(

A. Mat,ria' :

B2 1 onlo&! 402015&m B 12.5000 2,500.00

P 2 Potland ement '="e Kg 10.4500 550.00

PP 3 Pasi Pasang m3 0.03%0 77,500.00

B. P,-,ra :Ma 1 Mando ai 0.0150 20,000.00


20/65

K' 2 Ke"ala 'u!ang ai 0.0120 17,500.00

'B 3 'u!ang Batu ai 0.1200 15,000.00

P! 4 Pe!e)a ai 0.3200 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.= Dinin" Ho''o Con/'o?- T$6?*)*(

A. Mat,ria' :

B3 1 onlo&! 402010&m B 12.5000 1,750.00


PP 3 Pasi Pasang m3 0.03%0 77,500.00

B. P,-,ra :Ma 1 Mando ai 0.0150 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0120 17,500.00

'B 3 'u!ang Batu ai 0.1200 15,000.00

P! 4 Pe!e)a ai 0.3200 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :C.> Dinin" Bata Karaan" $($$(9?*)*(

A. Mat,ria' :

BK 1 Bata Kaaang 121124&m B 36.0000 700.00

P 2 Potland ement '="e Kg 12.%000 550.00

PP 3 Pasi Pasang m3 0.0350 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0150 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0100 17,500.00

'B 3 'u!ang Batu ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.3000 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.@ P',%t,ran $P?:(P% T,/a' $**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.01%0 77,500.00


21/65

B. P,-,ra :

Ma 1 Mando ai 0.0100 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0150 17,500.00

'B 3 'u!ang Batu ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.2000 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.$6 P',%t,ran $P?:+P% T,/a' $**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0210 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0100 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0150 17,500.00

'B 3 'u!ang Batu ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.2000 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :


C.$$ P',%t,ran $P?:9P% T,/a' $**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0230 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0100 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0150 17,500.00

'B 3 'u!ang Batu ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.2000 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.$( P',%t,ran $P?:P% T,/a' $**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0240 77,500.00


22/65

B. P,-,ra :

Ma 1 Mando ai 0.0100 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0150 17,500.00

'B 3 'u!ang Batu ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.2000 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.$+ P',%t,ran $P?:(P% T,/a' (6**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0250 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0125 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0200 17,500.00

'B 3 'u!ang Batu ai 0.2000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :


C.$9 P',%t,ran $P?:+P% T,/a' (6**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.02%0 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0125 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0200 17,500.00

'B 3 'u!ang Batu ai 0.2000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.$ P',%t,ran $P?:9P% T,/a' (6**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0300 77,500.00


23/65

B. P,-,ra :

Ma 1 Mando ai 0.0125 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0200 17,500.00

'B 3 'u!ang Batu ai 0.2000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

C.$; P',%t,ran $P?:P% T,/a' (6**)*(

A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0310 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0125 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0200 17,500.00

'B 3 'u!ang Batu ai 0.2000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :



24/65

Tota' Har"a

14,000.00

10,422.50

2,945.00

(=+;=.6

300.00

175.00

1,500.00

3,200.00

$=.66

1,000.00

$666.66

++9(.6

0.00

++9(.6

++96.66

14,000.00

7,903.50

3,100.00

(66+.6

300.00

175.00

1,500.00

3,200.00

$=.66

1,000.00

$666.66

+$$=>.6

0.00+$$=>.6

+$$>6.66

14,000.00

6,325.00

3,332.50

(+;=.6

300.00

175.00

1,500.003,200.00


25/65

$=.66

1,000.00

$666.66

(@>+(.6

0.00

(@>+(.6

(@>+6.66

14,000.00

5,324.00

3,4%7.50

((>$$.6

300.00

175.00

1,500.003,200.00

$=.66

0.00

6.66

(=@>;.6

0.00

(=@>;.6

(=@@6.66

40,625.007,425.00

3,720.00

$==6.66

340.00

262.50

2,250.00

3,500.00

;+(.6

0.00

6.66

>$((.6

0.00

>$((.6

>$(6.66

31,250.00

5,747.50

2,945.00

+@@9(.6

300.00


26/65

210.00

1,%00.00

3,200.00

$6.66

0.00

6.66

99(.6

0.00

99(.6

996.66

21,%75.00

5,747.50

2,945.00

+6;=.6

300.00

210.00

1,%00.00

3,200.00

$6.66

0.00

6.66

+;6==.6

0.00

+;6==.6

+;6>6.66

25,200.00

7,040.00

2,712.50

+9@(.6

300.00

175.00

1,500.00

3,000.00

9@=.66

0.00

6.66

+@@(=.6

0.00

+@@(=.6

+@@+6.66

5,115.00

1,395.00;$6.66


27/65

200.00

262.50

2,250.00

2,000.00

9=$(.6

500.00

66.66

$$=((.6

0.00

$$=((.6

$$=(6.66

3,%%%.50

1,627.50

$;.66

200.00

262.50

2,250.00

2,000.00

9=$(.6

500.00

66.66

$6=(>.6

0.00

$6=(>.6$6=+6.66

3,129.50

1,7%2.50

9@$(.66

200.00

262.50

2,250.00

2,000.00

9=$(.6

0.00

6.66

@;(9.6

0.00

@;(9.6

@;(6.66

2,61%.00

1,%60.0099=>.66


28/65

200.00

262.50

2,250.00

2,000.00

9=$(.6

0.00

6.66

@[email protected]

0.00

@[email protected]

@[email protected]

6,%42.00

1,937.50

>[email protected]

250.00

350.00

3,000.00

2,500.00

;$66.66

0.00

6.66

$9>[email protected]

0.00

$9>[email protected]$9>>6.66

5,1%1.00

2,170.00

=+$.66

250.00

350.00

3,000.00

2,500.00

;$66.66

0.00

6.66

$+9$.66

0.00

$+9$.66

$+96.66

4,174.50

2,325.00;9@@.6


29/65

250.00

350.00

3,000.00

2,500.00

;$66.66

0.00

6.66

$(@@.6

0.00

$(@@.6

$(;66.66

3,492.50

2,402.50

>@.66

250.00

350.00

3,000.00

2,500.00

;$66.66

0.00

6.66

$$@@.66

0.00

$$@@.66$(666.66


30/65



D. PEKERJAAN PELAPIS LANTAI DAN DINDING

D.$ Lantai S?r,, t (6 **)*(A. Mat,ria' :


PP 2 Pasi Pasang m3 0.0400 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0125 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0200 17,500.00

'B 3 'u!ang Batu ai 0.2000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D.( Lantai K,ra*i- U-. (6(6 ?*)*(

A. Mat,ria' :

Ke1 1 Keami! !ad 2020 &m m2 1.0200 30,000.00

P 2 Potland ement '="e Kg 11.3%00 550.00

PP 3 Pasi Pasang m3 0.0420 77,500.00

e 4 emen ana Kg 1.5000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0250 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0250 17,500.00

'B 3 'u!ang Batu ai 0.2500 15,000.00

P! 4 Pe!e)a ai 0.5000 10,000.00

C. P,ra'atan :




G. Di/#'at-an :

D.+ Lantai K,ra*i- U-. +6+6 ?*)*(

A. Mat,ria' :

Ke2 1 Keami! !ad 3030 &m m2 1.0200 30,000.00


PP 3 Pasi Pasang m3 0.0390 77,500.00

e 4 emen ana Kg 2.0000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0250 20,000.00



31/65

P! 4 Pe!e)a ai 0.5000 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D.9 Lantai Mar*,r)*(

A. Mat,ria' :

Ma 1 Mame ; itata m2 1.0500 230,000.00


PP 3 Pasi Pasang m3 0.0390 77,500.00

e 4 emen ana Kg 2.0000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0500 20,000.00K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.5000 15,000.00

P! 4 Pe!e)a ai 1.0000 10,000.00

C. P,ra'atan :

1 Alat Bantu (Polis+ m2 1 12,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D. Dinin" Por%,'in $$$$)*(A. Mat,ria' :

Po 1 Poselin 11 11 &m B %3.0000 650.00


PP 3 Pasi Pasang m3 0.01%0 77,500.00

e 4 emen ana Kg 1.5000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0250 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.5000 15,000.00

P! 4 Pe!e)a ai 0.5000 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D.; Dinin" K,ra*i- (6 (6)*(

A. Mat,ria' :

Ke1 1 Keami! !ad 2020 &m m2 1.0200 30,000.00

P 2 Potland ement '="e Kg 9.3000 550.00PP 3 Pasi Pasang m3 0.0150 77,500.00


32/65

e 4 emen ana Kg 1.5000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0300 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0450 17,500.00

'B 3 'u!ang Batu ai 0.4500 15,000.00

P! 4 Pe!e)a ai 0.6000 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D.= Dinin" Mar*,r 0Si%t,* Ba%a42)*(

A. Mat,ria' :

Ma 1 Mame ; itata m2 1.0500 230,000.00P"a 2 Pa!u Pan&ing 60230 B 2.0000 400.00


PP 4 Pasi Pasang m3 0.0250 77,500.00

e 5 emen ana Kg 1.5000 1,125.00

B. P,-,ra :

Ma 1 Mando ai 0.0500 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.5000 15,000.00

P! 4 Pe!e)a ai 1.0000 10,000.00

C. P,ra'atan :1 Alat Bantu m2 1 3,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

D.> Dinin" Mar*,r 0Si%t,* K,rin"2)*(

A. Mat,ria' :

Ma 1 Mame ; itata m2 1.0500 230,000.00


33/65

G. Di/#'at-an :

D.@ Dinin" Bat# Pa'i*anan)*(

A. Mat,ria' :

BP 1 Batu Palimanan M2 1.0500 45,000.00


PP 3 Pasi Pasang m3 0.0350 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0300 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0350 17,500.00

'B 3 'u!ang Batu ai 0.3500 15,000.00

P! 4 Pe!e)a ai 0.6200 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1



G. Di/#'at-an :

D.$6 F'oor Har,n,r)*(

A. Mat,ria' :

1 loo adene (Maste&on+ Kg 5.0000 2,000.00

B. P,-,ra :

Ma 1 Mando ai 0.0060 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0120 17,500.00

'B 3 'u!ang Batu ai 0.1200 15,000.00

P! 4 Pe!e)a ai 0.1200 10,000.00

C. P,ra'atan :



E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :


34/65

Tota' Har"a

%,250.00

3,100.00

$$+6.66

250.00

350.00

3,000.00

2,500.00

;$66.66

500.0066.66

[email protected]

0.00

[email protected]

[email protected]

30,600.00

6,259.00

3,255.00

1,6%7.50

9$>6$.6

500.00

437.50

3,750.00

5,000.00

@;>=.6

500.00

66.66

$@>@.66

0.00$@>@.66

$@@6.66

30,600.00

7,7%2.50

3,022.50

2,250.00

9+;.66

500.00

437.503,750.00


35/65

5,000.00

@;>=.6

500.00

66.66

+>9(.6

0.00

+>9(.6

+>96.66

241,500.00

7,7%2.50

3,022.50

2,250.00

(9.66

1,000.00%75.00

7,500.00

10,000.00

$@+=.66

12,000.00

$(666.66

(>@+6.66

0.00

(>@+6.66

(>@+6.66

53,950.00

5,115.00

1,395.00

1,6%7.50

;($9=.6

500.00

%75.00

7,500.00

5,000.00

$+>=.66

0.00

6.66

=;6((.6

0.00

=;6((.6

=;6(6.66

30,600.00

5,115.001,162.50


36/65

1,6%7.50

+>;.66

600.00

7%7.50

6,750.00

6,000.00

$9$+=.6

500.00

66.66

+(6(.6

0.00

+(6(.6

+(66.66

241,500.00%00.00

6,%42.00

1,937.50

1,6%7.50

((=;=.66

1,000.00

%75.00

7,500.00

10,000.00

$@+=.66

3,000.00

+666.66

(=$9(.66

0.00

(=$9(.66

(=$96.66

241,500.00

90,000.00

30,000.00

+;$66.66

200.00

1,750.00

15,000.00

20,000.00

+;@6.66

5,000.00

666.66

96+96.66

0.0096+96.66


37/65

96+96.66

47,250.00

6,462.50

2,712.50

;9(.66

600.00

612.50

5,250.00

6,200.00

$(;;(.6

0.00

6.66

;@6>=.6

0.00;@6>=.6

;@[email protected]

10,000.00

$6666.66

120.00

210.00

1,%00.00

1,200.00

+++6.66

500.00

66.66

$+>+6.66

0.00

$+>+6.66

$+>+6.66


38/65



E. PEKERJAAN PLAFOND

E.$ Ran"-a Lan"it'an"it $$* Ka!# Ka*


39/65


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

E.9 Lan"it'an"it P'!oo U-. +6 ;6 ?*

A. Mat,ria' :

Pl=4 1 Pl=ood 4*%*4mm 0.3600 35,000.00


B. P,-,ra :

Ma 1 Mando ai 0.0035 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0100 17,500.00

'K 3 'u!ang Ka=u ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.0700 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1 1,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

E. Lan"it'an"it P'!oo U-. ;6 $(6 ?*

A. Mat,ria' :

Pl=4 1 Pl=ood 4*%*4mm 0.3750 35,000.00


B. P,-,ra :

Ma 1 Mando ai 0.0035 20,000.00K' 2 Ke"ala 'u!ang ai 0.0100 17,500.00

'K 3 'u!ang Ka=u ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.0700 10,000.00

C. P,ra'atan :

1 Alat Bantu m2 1 1,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

E.; Lan"it'an"it G!=" 1 >="sum Boad teal 9 mm 0.3%00 70,000.00


B. P,-,ra :

Ma 1 Mando ai 0.0035 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0100 17,500.00

'K 3 'u!ang Ka=u ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.0700 10,000.00

C. P,ra'atan :1 Alat Bantu m2 1 1,000.00


40/65


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :


41/65

Tota' Har"a

14,400.00

500.00

[email protected]

150.00

437.50

3,750.00

1,500.00

>+=.6

1,000.00$666.66

($=+=.6

0.00

($=+=.6

($=96.66

27,600.00

750.00

(>+6.66

200.00

525.00

4,500.00

2,000.00

=((.66

1,000.00

$666.66

+;=.66

0.00

+;=.66

+;>6.66

13,200.00

250.00

$+96.66

110.00

3%5.00

3,300.00

1,100.00

9>@.66

1,000.00


42/65

$666.66

$@+9.66

0.00

$@+9.66

$@+6.66

12,600.00

150.00

$(=6.66

70.00

175.00

1,500.00

700.00

(99.66

1,000.00$666.66

$;[email protected]

0.00

$;[email protected]

$;(66.66

13,125.00

150.00

$+(=.66

70.00175.00

1,500.00

700.00

(99.66

1,000.00

$666.66

$;=(6.66

0.00

$;=(6.66

$;=(6.66

26,600.00

150.00

(;=6.66

70.00

175.00

1,500.00

700.00

(99.66

1,000.00


43/65

$666.66

[email protected]

0.00

[email protected]

+6(66.66


44/65



F. PEKERJAAN RANGKA & PENUTUP ATAP

F.$ Kon%tr#-%i K#aK#a Ka!# Ka*


45/65

1 Alat Bantu m2 1 1,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

F.9 No- G,nt,n" Moni,r)M

A. Mat,ria' :

@>M 1 @o! >enteng Monie B 3.5000 12,000.00


PP 3 Pasi Pasang m3 0.0250 77,500.00


B. P,-,ra :

Ma 1 Mando ai 0.00%0 20,000.00

K' 2 Ke"ala 'u!ang ai 0.00%0 17,500.00

t! 3 'u!ang Ka=u ai 0.1500 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m* 1 2,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :


46/65


47/65

1,000.00

$666.66

++((.66

0.00

++((.66

++(+6.66

42,000.00

3,300.00

1,937.50

250.00

9=9>=.6

160.00

140.00

2,250.00

2,500.0066.66

2,000.00

(666.66

9+=.6

0.00

9+=.6

996.66


48/65



G. PEKERJAAN LANDSCAPE

G.$ P,-,raan Pa3in" B'o?-)M(A. Mat,ria' :

PB 1 Paing Blo&! m2 1.0200 54,000.00

PP 2 Pasi Pasang m3 0.0550 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0250 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m3 1 1,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :

G.( P,-,raan Kan%t,,n)M

A. Mat,ria' :

K@ 1 Kansteen 152540 B 2.5000 16,500.00

P 2 Potland ement '="e Kg %.7000 550.00

PP 3 Pasi Pasang m3 0.0234 77,500.00

B. P,-,ra :

Ma 1 Mando ai 0.0250 20,000.00

K' 2 Ke"ala 'u!ang ai 0.0500 17,500.00

'B 3 'u!ang Batu ai 0.1000 15,000.00

P! 4 Pe!e)a ai 0.2500 10,000.00

C. P,ra'atan :

1 Alat Bantu m3 1 1,500.00


E. O3,r4,a & Pro5it 0$67 8 D2 :


G.+ Pa"ar BRC)M

A. Mat,ria' :

B


49/65

C. P,ra'atan :

1 Alat Bantu m3 1 1,000.00


E. O3,r4,a & Pro5it 0$67 8 D2 :

F. Tota' :

G. Di/#'at-an :


50/65

Tota' Har"a

55,0%0.00

4,262.50

@+9(.6

500.00

%75.00

1,500.00

2,500.00

+=.66

1,500.00$66.66

;;($=.6

0.00

;;($=.6

;;((6.66

41,250.00

4,7%5.00

1,%13.50

9=>9>.6

500.00

%75.00

1,500.00

2,500.00

+=.66

1,500.00

$66.66

9=(+.6

0.00

9=(+.69=(6.66

6%,125.00

35,%33.33

7,425.00

$$$+>+.++

333.33

5%3.33

1,000.00

1,666.67+>+.++


51/65

1,000.00

$666.66

$$@;;.;;

0.00

$$@;;.;;

$$@=6.66


52/65


53/65

Mateial

Page 53

42


54/65

Mateial

Page 54

i&e Amount


55/65

Mateial

Page 55


56/65

aou

Page 56

CALCULATION OF LABOUR COST 0$6 H

aou.ls

(1+ (2+ (3+

D#; @o. #;


57/65

aou

Page 57

ORKING PER DA2

(4+ (5+ (6+ (7+ (%+ (9+ (10+

D@> A@@A A


58/65

aou

Page 5%

(11+ (12+ (13+ (14+ (15+ (16+ (17+

D;


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EQUIPMENT LIST

D#;;QPM;@' @AM; APA'J

@P' @AM;

E8CAATION

B#R BulldoSe #7 BulldoSe #7

eel oade 2.2 m3 eel oade A300

B Ba&!oe 0.7m3 Ba&!oe 0.7m3

#'11 #um" 'u&! 110ton #um" 'u&! 11'D@

#'10 #um" 'u&! 10ton #um" 'u&! 10'D@

#'% #um" 'u&! %ton #um" 'u&! %'D@

ale ane 45 'on 'am"ing amme

< io


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;ngine >eneato 125!a ;ngine >eneato 125KA



6 ATER SUPPL & DEATERING

'uine Pum" 3G 'uine Pum" 3G

umesile Pum" 4G umesile Pum" 4G

umesile Pum" 6G umesile Pum" 6G

7 GENERAL USE

'% ago 'u&! %ton ago 'u&! %ton

'4 ago 'u&! 4ton ago 'u&! 4ton

'15 'u&! /t ane 15ton 'u&! /t ane 10/3ton

=dauli& ane 20ton =dauli& ane 20ton

ale ane 35ton ale ane 35ton

on&ete Mie 0,3 - 0,6 m3 ig ase 60!g/&m2

ate 'eatment T Dtees ate 'eatment T Dtees

elde 300A

% Tran%


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146 - - -

130 - - -

130 23,973 - -

- -

'


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unt

ndonesia

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analisa_gedung

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