LPSE Provinsi Sulawesi Tengah Aritmatik Tribune

(1)

PEMERTNTAH I{ABUPATEI{ TOLT?OLI

DINAS PEI(ERJAAH

UMUM

PATIIIA

PET{GADIAI{

BARAIIG'IA'A

Alomot: ll. lend. Sudirmon No, ?6 Telp- (0453) 21294 Tolitoli

Inarl :n.tjdfu.hl lrli:iJ \'.tln"r {e.id

HASIL

KOREKSI

ARITMATIK

KECIATAN

PEKERJAAN

roKAsr KAEUPATSN

TAHUN ANGGARAN

PEMBANGUNAN SARANA DAN PRASARANA MTq PEMBANGUNAN TRIBUNE

I(EL. NALU, KEC. BAOLAN.

TOUTOU.

2013

NO URAIAN PSKERJAAN

VOLUME

PEKERJAAN

CV. GOWARAYA C\'. NUANSA KONSTRUKSI CV. GILANG PERDANA HARGA SATUAN (

RP) BIAYA ( Rp )

HARGASATUAN (

np)

BIAYA ( Rp

l

HARGA SATUAN {

RPI BIAYA ( Rp I

PEKERJAAN PERSIAPAN

1 _{Peneukuran/Pas. Bouwplank} 81,00 M' 50.695,00 4.106.295,00 50.675,00 4.104.675,00 50.572.00 4.to4.432.OO

2 Pek- StellinBlPerancah Alat Bantu L5 2,500.000,00 2.500.000,00 2.s00.000,00 2.500,000,00 2.500.000,00 2,500.000,00

3 Pas. Paoan Kesiatan 1,00 Ls 300.000,00 300.000,00 300.000,00 300.000,00 300.000,00 300.000,00

Jumlah 6.906.295,00 6.904.675,U1

q.eo!4apq_

4

1

PEKERIAAN TANAH DAN TIMBUNAN

Ppk G:lian Pondlql Pner Plat 69.44 m3 38.640,00 2.683.151,60 38.640,00 2.683.161,60 38.525,00 2.682.t20,O0

2 Pek. Galian Pondasi Pas. Batu

477,40

m3 38.640,00 18.446.736,00 38.640,00 18.445.736,00 38.525,00 ry.43e,s7s,00

3 Pek. Timbunan Tanah m3 68.136,00 34.927.79L,L5 68.136,00 34.927,791,L5 68.130,00 34.924.7t5,44

4 Pek. Timbunan Sirtu

245,72

m3 3s.078.808,75 142.760,00 35.078.808,75 t42.745,O4 3s.075.122,97

Jumlah 91.136.497,50 91.136.497,50 91.X21.533,41

nl PEKERJAAN PASANGAN DAN PTESTERAN

l Pas. Batu Kali

4L9,O4

m3 683.022,00 286.214.768,32 682.746,00 286.099.rL2,78 583.256,00

?9!,qq.!?{,1q

2 Pek. Timbunan Pasir Dibawah Pondasi

!9,72

m3 134.496,00 2.6s2.r26,62 134.136,00 2.645.027,78 133.530,00 2.633.078,07

3 Pas. Dindinc batu bata 122,66 m2 132,088,60 t6.202.595,28 132.0s5,70 16,198.559,62 r32.082,70 16.201.871,56

4

F

Pas Dindins Pek. Plesteran DindingRosttrr 245,33101.39 m2m2 220.798,6050.648,32 22,386.438,8612.425.5t1,83 22O.765,7050.598,72 t2.413.343,s022.383.r03,L7

_t0.91l&

220.792,70 22.385.840,6612.416.38s,58

A Pek Acirn Dindino Tpmbok

245,33

m2 22.375,50 s.489.363,51 2?.355,50 5.484.456,93 22.36s,75 5.486.971,55

7 Pek, Plesteran Tians Kolom

277,20

mz 50.648,32 14.039.714,30 50.598,72 14.025.955,18 50"611,12 L4.029.402,46

8 Pek. Aclan Tianc Kolom

277,20

m 22.375.50 6.202.488,60 22.355,50 6.196.944.60 _a2.3qs,z!. 6.199.78s,90

Jumlah

t65.6$.00z33

365.'146.513,57 _3-F5,999._{5999_

IV PEKERIAAN BETON + tiANTAl

1 Pek. Cor Lantai Poer Plat

9,25

m3 689.348,00 6.379.088,52 689.610,00 6.381.s13,02 690.410,00 6.388.916,06

7 Pek. Beton Poer Plat (150 Ke)

9,70

m3 3.584.524,25 34.755.547 13 3.584.348,2s 34.753.840,63 3.585.552.25 34.765.5t4,62

3 Pek" Beton Sloof Struktur lnduk 30/40 1150 Ks} 49,44 m3 3.844.006,2s 190.047.659,00 3.843.656,25 190.030.365,00 3.844.857,?5

: ,

::.!29.!-f,41!

4 Pek. Beton Sloof Struktur lnduk 15/20 {125 KE} 0,90 m3 3.6t7.273,80 3.255.546,42 3.616.9s0,80 3.255.255,72 3.518.X37,00 3.256.323,30

5 Pek. Tianc Beton Struktur 20/40 (150 Ks)

22,80

m3 4.443.062,25 101.301.819,30 4.442.224,25 10L.282.712,90

--L44LsJl'4

lgli91.0p&9q

6 Pek, Kolom Praktis 15/15 (125 Ks) 0,84 m 55.302,43 s4.922,61 6s.294,03 54,915,54 65.305,03 54.924,80

7 Pek. Rine Balk 15/20 (125 Kq)

27,t7

m 88,085,15 2.393.691,93 88.070,75 2.393.300,61 48.0E3.85 r'.;.

";

^;-

;:=2.393.656,60 8 Pek. Plat Beton lantai T=12 cm (150 Ke) 38,45 m3 5.185.799,05 199.393.973,47 5.185,303,05 L99.374.902,27 5;&86:49tl.OS

ii"

,a "{99,420.550,11

9 Pek. Plat Beton Kanoni T.10 cm (150 Ke)

39,15

m3 5.18s.799,05 203.024.O32,81 5.18s.303,0s 2A3.004.6t4,4t 5r1l 1-E1i.;'1ltfr5bEios12s

10 Pek. Cor Beton Lantai Bawah 31,92 589.348,00 22.OO2.002,84 689.610,00 22.OtO.365,t2

-@efio,0$

-+*q$.8e8,82

11 Pek- Cor Beton Temoat Duduk Tribune 90,02 m3 689.348,00 62.0s1.660,22 689.610,00 62.075.244,t5 698,410,00

d.gztW.zsa,s

12 Pek. Cor Beton Samping Kiri Dan Kanan Tribune 74.42 m3 689.348,00 54,058.570,16 689.610,00 54.O79.2t6.20 690:410,00 :{)5'f.141.9s2.20

(2)

NO URAIAN PEKERJJ\,AN

VOLUME

PEKERJAAN

CV. GOWA RAYA CV. NUANSA KONSTRUKSI CV. GITANG PERDANA HARGA SATUAN {

Rp) BIAYA { Rp I HARGASATUAN {_Rp) BIAYA ( Rp ) HARGA SATUAN (

Rpl BIAYA ( Rp )

13

m3

80 3.584.524,25 24.385.5L8,47 3.584.348,25 24.384.327.r4

t4

1-

L_

r,jK. Lor t.rnliEd nelon _![5u Kg,

I

P,rs l(eremiL

lrntri4n/nn rr;if

5,84

m3

50,89 m2

--.l:quges-

L67.292,7A

30.284.029,29 s.185.303,05

*J9€!Lt12,zs

_5,186.490,25

30.288.065.76

6.51J,525,5U t67.4LL,OO 8.519.545,79 t67,244,25 8.511.059.88

77

L':;

;'ffi

-;E!di;;*.

;';'

t-l4:rc. nrruru + fiuNcl KuNn

[qas oaun

eilt'.inanir

_

tl4,10-__

nll

162,90

rnz

1.99.9O9,89

158.241,40

*_

_?94?9,0q9]125.777.207,58 -**199*17-2,391s8.296,00

?3!?f.9.€'81

25,786.101,81 199.845,18 26,411.538,99 V 158.165.s0 25.764.843,62 Jumlah _{994.098.994,99} 9rgr4.(D6.3r/s|,40 aaq

994.422.849 89

1

9,12 m2 38C115p0 3.657.331,05 3S8-515.00 7 661 6.'rA 17

I

lrgl

blglqlLElru

_

fc

rru=Pn!u---

_6,09

18.s00,00 111.000,00 18.500,00 111.000,00 18.500,00 111.000,00

4

5O.U5U,(ru

*

_J16,1EO,00 _36.000,00 _215.000,00

36.O00.oo

tlA

nnn nn

F

b,o0

th

93,780,00 15.600.ra

_*-9!Sg!,00

10.s00.qqo,00 12.000.000,00

_

1s.500,00

-__lJg!.oqqqq

s00.000,00

93.600,00 10.s00.000,00

_*_1O500.000,00

12.000.000,00

"_3.slq{ggqq

500.000.00

6

Ites

rore"

* ai un

fintuuner

glass

t

lqrx.xttu

l_R,:t<. tlosen Kosen Pjlnlq I P.rc Krr.lr-Lrrd: linrii.," n-^

^*

24,00 sh 500.000.00

12.000.000,00

VI 26.588.291,05 26.58,.276,17 26.581.9!t3,43

2

-J;*-

-*4!

s.023.580,00 113913_17,9{ s.019.980,00

*11q8{l!4q

5.019.800,O0 1,138.490,6,4

I

Ppc Aten G

*:5*;----_J-J!

uu.z55.E5E,l.E

!tg&N

_,q!.29q.25s,23 4.447.OAO.AO 88.205.875,08

4

I

o,'.ffi"u

"ffirr",ar

I

Pas. List Plank Papan

f

n rs. OinUing

friplek

5

mm--

t-,_._!ulM!9

----9/'q!3:U8,sl

6.ss0,285,28

103.245.80

_-

97.870.823,6s 5.549.248.qn

t03.242,20 97.867.41t,A7 88.440,00

6 ?qsr6,o*_

25,€

_

In

J

_

m2

|

Jumlah

__*:_l

-__

s1.s1?,09

_i3:

_*___,u€19.1?3,?.0

12.971.668,49

8.47J&

171.890,20

_-*lt9!1z3lt9

12.969.631,26

_t!121,00

171.880,60

1!e!6.82q40

1 2.96R qn6 C1

vlt

-

I

q:rgru4ep

FENGEcETAN

I

Pek. Cat Dintling Tembor + Kolom

I

p,f-r*

"rr-,ri.-

i*,r-u..

____331-.Il$i!?,0,2

rugr&eu

13.323,90

*_J3utq{3!{q

----*

6362-12631

6.969.49+,!7 13.325,40

"[962:e]!9.60

7

1ie€L-*|!2l

_

13.338,00

3 Pek, Cat Minyak

_

z.arr2.7E4]3 13.??s,40 2.010.882,81 13.323.90 2,O10.656 4C

_

rs.oegpq 25.099.00

2.At2.397,42

473.t06,tL

25.097,50 2.O12.2L7,76

-*l&q!__*_____!,1

I

?r.1qq!q

473,L40,O4

IEK.!!sr4!\sl!EIEq

!$:Fmput

Qlqatt

Pll!. Lampu $L 23 Watt Pas. Lanpu $t 18

Watt _

Pils. Lamnrr

lorol

25{Xl r;tie+r

25.097.50 473.077,A

v

1

11.467.900,t18 11.459.236.95

*q$8.qze&

_-_*,___l

tlnn

oL

I

70.500,00

s5.800,00

2_

3

:6:--:p"d

55.800,00

__*_

.

390.500,00

1!:!!l9r9u 55.800,00

__

r.4gu.s0O,oq

_*_-__€q.690,0q

__.-

1.480.500,00 390.600,00

4

_

4s.s00,qq

2.650.000,00

_t339{9q9q

7.950.000,00

49.500,00 1.336.500,00

Bh

3,00 2.650.000,00

-_

7.9s0.qq9,00

__ P,rs. Vitting L.ampu

_l,tq{jl!4e

!q|!pqra

n!

!]

_IrlC{lgp

x.ol!Lak

_

Pas. lnstalasi Listrik

Da. O-^^l r llnv C^L.i-^ t ffi"- -

-2.6s0.000.00 7 qqn nnn

6

-*-*39---3lr-l

*-_

12.200,00

__2i&1Q0,9q"

_*__lq9{9qq0-s02,600,00

___g49g9q

*,_*_1qp!0,q9"

35.900,00 aqg4qqqq 460.000,00 12.200,00 268.400,00

7 --___--lu_gy!!ug 20.000,00 460.000,00

,R

-*"-::{:**--*,-:l-{

:YJ!:99 502,600,00 35.900,00 502.600.00

q

___:-irYU

-*_*;"-q-

/5.rJt u,uu 4.125,000,00 75.000,00 4.125.000.00 75.000,00 4.125.000.O0

;;;-*,;;?":;;'-.---J

t42.U66,9O 242.088,00 242.088,00 242.088,00 242.08&00 242.088,00

vill

-

--194:'q!6,qq

-_*l!.7slfgg00

16,755.688,00

2

, oJ. rr _{rJrorosr r Wd Ll z ltLlu}

_ J

P.rq lnstelasi Pina ?/4

lnnhi

I

__*_14%n

*_,llt

_

-"-*22,t]*

\._

*-ZQ{!-_*

q

--$!q

__P:!q!

_

400

*_

Bh

*_**-*14,3*1{,08

-

1t4rypq

_*

ry.3_Upq

--

65.000,00

__4?2lwe

----ryllaqp!

_gqQs.qg_

_

14.302,09 15,442,09

I.79L.764,58 t4:301;00 t.791.629,28

3

la S.qstalgg I tpel,!.rc lr

I

_1,r9.1\re9gis

lerypggl___*-

_

Pas. Kloset Jongkok P,rs. Kloset

Duduk

_{_}

P.r s. Wastafe, I Le_ngkap Pas. Kran Air

347.755,64 15.441.00 347.73L.32

4

5

8.207.6LO,28

1.040.000,00 1q7..3q4955.000,00

LP5l$,9g

1.040.000,00

6 r,/J1.U56,U1 432.46I,00 L729.844,W

i'934.9000

;-,-.

l

1.729.550,00

7 ,UUU,UU 1b.514.0u0,00 L.377.000,00 16.s24.000,00

;a'

_{"1,X7Vi00di€tO}

'.:,-

;'

*;i.6.524.OO0.0O

8

+aye_-

29,00

6n_Bh

$ln999q

36.152,00

__,'J.81!0!-0,0q

1.048.408,00 __484500,0036.150.00

Ill]4.gqqott

1.048.350,00

':;494'16@d

r':, /"j

5.814.000.00

(3)

NO UMIAN PEKER'.AAN

VOI.UME

PEKERJAAN

CV. GOWA RAYA CV. NUANSA KONSTRUKSI CV. GITANG PERDANA HARGA SATUAN {

Rpl BIAYA ( Rp

l

HARGASATUAN (

Rp) BIAYA { Rp I

HARGA SATUAN (

Rp) BIAYA { Rp }

9 Pas. Floor Drain. 24,00 Bh 37.620,00 902,880,00 37.600,00 902.400,00 37.500,00

10 Pas, Tandon Air Stainless 1000 L 2,00 Unit 3,360.000,00 6.720,000,00 3.360.000,00 6.720.000,00 3.360.000.00 6.720.r

7I

Pombuatan Buis Beton.9epl!g! Ta1k

4,00

Unit

I

-lae4oorgg 2.116.000,00 529.000,00 2.116.000.00 529.000,00 2,116.1

Jumlah t16.245.248,10 46.21rc.577,3t' 46.2rO.051,08

vilt

P[K. TAIN - IAIN

7 Pas. Reling Tangga Stainless

6,37

m 750.000,00 4.780.800,00 750.000,00 4,780.800,00 750.000,00 4.780.800,00

2 Pas. Baut Ku,Lla-kuda

1018,00

Bh 17.850,00 18.171.300,00 17.850,00 18.171.300.00 17.850,00 18.171.300,00

3 4

Pas. Begel Plat Kuda-kurJa 75,00 Psc 16.320,00 1.224.000,00 16.320,00 1.224.000,00 15.320,00 1.224.000,00

Pek. Kepala I'rofile 10,00 Unit 50.000,00 500.000,00 50.000,00 s00.000,00 50.000,00 500.000,00

5 Pas. Pipa

Gll'g%

37,80

m 33.214,08 L.255.492,22 33.202,08 1.255.038,52 33.202,08 1,255.038,62

6 Pengadaan trompa Air Listrik

1,00

Unit 500.000,00 600.000,00 600.000,00 600.000,00 600.000,00 600.000,00

7 Finishing 1,00 Ls 2,500.000,00 2.500.000,00 2.500.000,00 2.500.000-oo 2.s00.000,00 2.500.000,00

Jumlah 29.031.59a22 29.031.13&52 29.O31.1t8.62

Real Cost 1.809.s52.196.70 1.809.297.176,91 1.809.818./160.69

Paiak Pertambahan Nilai I PPN I 10 9r', 180.9s5.219.57 180.929.717,69 r80,981.846,07

lunrlah Total 1.990.518.416,37 1.990.225.894.60 1.990.8{n.306,75

Dibulatkan 1.Sr0.518.0(X),U' 1.9!'0.226.000,00 1.990.8m.0(Xt,00

No. Perusahaarr Harga Penawaran

tnpJ

Harga Penawaran

Setelah Koreksl lRp.) Ranklng

1 Ct/" GOWA RqYA 1.9€t0.513.6199,99 1.990.518.000,00 2

2 CV. NUANSA KONSTRUTISI 1.990.226.000,00 1.990.226.000,00 1

3 C,V. GII.ANG PERDANA 1.990.800.000,00 1.990.800.000,00 3

Tolitoli, 04 Nopember 2013

Panitia Pengadaan Barang/Jasa Dlnas Pekerjaan Umum Kabupaten Tolitoli

rahrnAlq.gdrdo

!0ls

'. ;:.' " ..1 _t. .". .

SEKRETARIS

NlP. 19720324 199903 1

N'OEAYBAiI-ST.

'19750805200701 1 012

ANGGOTA