LPSE Provinsi Sulawesi Tengah Aritmatik Astaka

(1)

PEMERTI{TAH KABI'FATETT TO LITOLT

DINAS PEKERJAAN

UMUM

PAHNll

FETGIDAAT

IANAilg/IA'A

Alomot r ,1. lend. Sr,dirnrqn No. 76 l€lo. (0451) 21294 Tolitoli

Intlrl ;n't!-dP|.lol r,ii! vah{\.co id

HASrt

KOREKST

ARJTMATIK

KEGIATAN

PEKERJAAN

LOKASI

KABUPATEN TAHUN ANGGARAN

PIMSANGUNAN SARANA DAN PRASARANA MTQ

PEMBANGUNAN ASTAQA

KEL. NALU, KEC. BAOIAN.

TOUTOLT.

201t

NO URAIAN PEKERJMN

VOLUME PEKER'AAN

CV.6OWARAYA CV. NUANSA KONSTRUKSI CV. GIIANG PERDANA

HARGASATUAN

lRol

BIAYA { Rp }

HAR6ASATUAN

lRol

BIAYA ( Rp )

HARGASATUAN

lRol

BIAYA { Rp }

t

2 ? 4 5 4 5 4 5

A. PEMBANGUNAN ASTAKA

PEKERJAAN PERSIAPAN

1 Peneukuran/Pas. Bouwplank 38,00 M.

*_

_,_*50.572,00

1.000.000,00

1.925.s35,00 50,672,00 1.925,536,00 50.572,00 1.925.536,00

2 Pek. Dewatering (Pemompaan) 1,00 Ls 1.000.000,00 1.000.000,00 1.000.000,00 1.000.000,00 1.000.000,00

3 Pek. StellinE/Perancah Alat Bantu 143,60 m2 48:p7_!-& 250.000,00

6.903.03r.,50 48.131,2s 6.911.647,50 48.131,25 5.911.647,50

4 Pas. PaDan Kesiatan 1,00 Ls 250.000,00 250.000,00 250.000,00 2s0.000,00

Jumlah 10,078.55?,50 10.087.183,50 10.087.183,50

I

PEKERJAAN TANAH

t

Pek. Galian Pondasi Poer Plat 30,38 m3 38.525,00 1.173.427,50 38.62s,00 L.173.427,50 38.625,00 1.t73.427,54

Jumlah ,.173.427,5O 1.173.42250 1,173.427,sO

ilt PEKTRJAAN PASANGAN DAN PLESTERAN

1 Pas. Dinding batu bata 316,94 m2 131.951,90 41.820.835,19 132.066,90 41.857.283,29 132.181,90

31f_917t1l9

2 Pek. Plesteran Dinding 633,88 rn2 50.516,40 32.021.335,63 50.s99,50 32.074.Q74,45 50.682,80 _141?9{L9.4q

3 Pek. Acian Dinding Tembok 633,88 m2 22.330,00 14.154.540,40 22.362,54 14.175.141,50 22.395,00 t4.195.742,50

4 Pek, Plesteran Tians Kolom 205,44 m2 50.515,40 10.378.089,22 50.599,60 10.39s.181,82 50.682,80 to.4t2.274,43

5 Pek. Acian Tians Kolom zurr44 m 22.330,00 4.587.475,20 22.362,50 4.s94,1s40p 22.395.OO 4.600.828,80

lumlah t02.962,275,63 103.095813;06 r03.229.390,48

tv

PEKERJAAN BETON + I.ANTAI

L Pek, Penqadaan dan Pemancangan Cerucuk 162,00 m 17.112,50 2.772.225,ffi 17.062.50 ?.76&aasgq

,

:..

.

-17.0Q?r50 2,764.t25,00

2 Pek. Cor Lantai Poer Plat

L,76

m3 587.416,00 1,209.852,16 589.736,00

iie+*Bssae

"

"r!" -isgf;b:o,oo 1.218.018.s5

3 Pek. Eeton Poer Plat (150 Ks) 12,35 m3 3.581.L72,25 44.227.477,29 3.58r1.397,25 aaJet.td6.oA !:t;,':J-9gfh627..25 44.307.t96,54

4 Pek. Beton Sloof Struktur lnduk 25130 (150 Kc)

7,54

m3 3.840.472,25 28.957.t60,77 3.843.702,25

zfuglpr+,91

*-

$,s4aifi:;25

29.005.869,17

5 Pek. Beton Sloof Struktur lnduk 25125 (125 Ks) 0,40 m3 3.613.s74,50 1.445.429,80 3.616.937,00 *446,.}a4,80 3.62Qi.fl,09 1.448.118,80

(2)

NO URAIAN PEKERJAAN

VOLUME

PEKERJAAN

CV. GOWA RAYA CV. NUANSA KONSTRUIGI _CV._{GII.ANG PERDANA}

HARGASATUAN

{Rol

BIAYA ( Rp I

HARGA SATUAN

{Rol

BIAYA ( Rp ) HARGASAruAN

{Rp}

BIAYA { Rp }

t

2 a 4 5 4 5 4 5

6 P9k. _{Tiang Beton Struktur 20/20 t150}Kc)

t,tz

m3 4.434.967.25 4

q6'

76< Xq

7 pek. Kolom praktis 15/15 ("12S

Kg)

_-* m 65.255,93 1.409.528,09 55.295.93 1 d1fl

lq,

nq Aq

t v.v L2,02

8 Pe!. Rine Balk 15/20 (14, (g)""

_

120,60

_m _88.0L5,45 _{10.614,663,27} _88.069,95

L0.62L.235,97 88.124,95

-

10^6r?36&r?

.tar 6eron tanTat t=14, cm 1150

Kg,

__.

LL,t4

m3 5,L82.O37,25 57.727.894,97 5,185.287,25 57.764_O9S.C7 q 149 q17 1(

_19_ -_4

t2

Pek. Plesteran Lantai

__

92,83_,_

ryt4

I

_s0.51"6,40 _4.689.437,4t _50.599,50

4.697.t60,87

_

s0 682,80 4.704.884,32

Lt.o4

mz

I

_

_,1ee./ls,8o 2.s24.407,77 199,829,60 2.52s.846,t4 199.943,40 2.527.7A4.52

utnotng KeramtK KM/wc zu1z5 65,39

m2

I

158.061.40

_

10.335j634,-g!

_

* 170.876.47p.79

1s8.15440 L0.341.716,22 758.247.40 10.347.797.49

V,

[:$u!!F|!9$41K!rygllu!

leqlbl*-*

___r4{oq!uIg

-lzl:!!t.512?e_

rrnlu l,anil _36,50

m2

I

_388.32s,00 _{L4.212.695,00}

388,325,00 14"212.6qs OO xnn ?tR nn

2 lPas. Daun Pintu Kaca 5 mm

6,7s

m2

|

_tzt.zza,zs _2.s05.861,s5 _37t.238,75

2,s05.861,56 37I.238,75 2.505.861.s6

Jensera Kaca b*antung 5 mm

n?_l_*__lz1*23&Z!

15.963,266,25 371.238,75 15.963.265.2s ?71.)3P'.75 1q q6x ?66 18

4 Pas. Kaca Mati 5 mm 18,36

m2

I

13s.333.7s ?

^9,4

7)7 6C 1?(

?.9!lg&

5 Pas. Grendel plntu

14,00

Psc

I

_19.2so.oo _?6qqnn nn

6 Pas. Grendel Jendela

43100

ps8

I

₁₉ _827.750,OA _18.500.00 _*

&r4vvvrw

7qq qno nn

rarJwrw 1A Bnnnn

z3:r.( JUTUU

7

Bs.Elgset

Jendela

_

13,00*"__*,lss_|

_1e,5s0,00 _844.950,00

19.700,00 847.100.0O 1q 7(.}n nn

,-**qz+q0,oo

8 Pas, Engsel Pintu

__L4,00

_PsS

l_

35.925_109

43.00

Psc

I

1qq?qon

502.950,00 36.000,00 504.000,00 36.O00.OO

9 Pas. Kait- kait Angin _667.575,OO

Q.69gqq 670-800,00 15.600,00 570.800,00

10 Pas. Kosen + daun pintu viber glass _6.00

Bh

I

qoonoonn _3.000.000,00

Lq,qggqgg 3.000.000,00

---

s0g:q00,00 3.000.000.0o Jumlah

vt. PEK. KAYU DAN PIAFOND

1 Pek. Kosen Kosen Pintu, J€ndela, Dan Ventilasi

t.7L

m3

I

s.015 oon nn

,8.57s.650,00 11.699.820,00

5.$19!9,0q

8.z$so,qq

5.015.000.0o 8.575,650,00

*

Pas. Plafond Trjpleks 3 mm

330,00

m2

|

_35.4s4,00

lr 3

35.454,00 11.599.820.00 35.454,00 11.699.820,00

_*

_1?.110.48s,00

I

*_4r23492,s0

|

._

97.I47,A0

4.446.750,00

32,058.510,00

**

_{_97.t47,00} 32.0s8.510,00

_*L

5

Pas.j.g9g:!g$.9gtd$e.De n l,l ok _4,75

q3

l_J.{!Ql!0.00

2r,L22,062,50 4.446.750,N 21.L22.062,50

llgta_lglrgltE rvElg

402,44

_m2 _{4t.548.790,97} _t03.242,20

4L.548.790.97 702,74) )O

,1

qae 70n o"

6 Pas. Bubungan Gentens Metal

_

e8,89

_m l__

_88.44s,00,

276,20

m

I

s1.430,00

8.7 88.440,00 8.737.872,OO 88.440,00 8.737.872.OA

7 Pas. List Plank Papan _14.204. _51.430.OO

ld

_2r}4_q66_nn

__11201p!6,00

9.738.295,8s

8 Pas, Dinding Tripleks 5 mm + Rangka

56.66

m2

I

_172.oqo.oo

__

9.747.219,80_ 52.805.283,61

171.872,50 9.738.295,85 t7t.872,50

__9_, 10

_,rc!.Qg_{ry!g

kalel*opglle

!

iplu m 249,L5

m2

|

2tI.945,75 _2t7.945,7s _{52.806.283,51} _2LL.94s,75

52.806.283.61

reK. ilang [ayu

lultu

0,46

m3

I

4.257.75O.OO 1.958 q6C On a ?(7 ?Cn nn

**1.Sgfg*s.0e

,4.?lrlQqg

4.21L.270,00

._

*__resg.5q5,gq

1L Pek. Papar dan Relllns Knvrr

".__.^ "_o.r?7..

**__*_nl*J

4.2L1.27o,a0

Jumlah

4,277.270,0A

vil

2dntrsr"?s

-,I.lJ.LujgCg_

203.587.858,83

__**L:y.gg.gq

203.587.858,83

PENGECETAN

reK. Larr-,notng I

e[lglt

+_IgLgl!]

L87,12

m2

I

_13.326,40

2.493.635,97 13.?26.40

,

4q? 61q A"t 17 JC _2.493.63\97

4.397,712,00

2 Pek. Cat Plafond Tripleks 330.00

m2 I

1t

1?6 4n 4,397.7t2,00 _191?6,{q

_-

_1ge7,zr1i00

: -:;r-+t

_13:326,t!o

3 Pek, Cat Dinding Tripleks (Dalam) _56.66

rn2 I

_{11 ??6 4n} _75s.073,82

l'9.1?6,1! l5!:073;82 L3.316,40 755.A73.A2

4

_!9!.9qt

_{Qrlding Gipsum}(Dalam) _249,t5 _m2 1

_*

_q.-33qg2,qq

s.o4e.s/$;q

r.it

r-

.*i,

X

=*--;e.

rr

*

11,;€0

a.s26Ap

5 Pplr l'a+ hrlinrrrlz

_j!448

m2

I

_zs.Iz6,7s

8.655.562,84 25.101,25

_5

7

Pek. Cuting Sticker Ornamen

_l-!q _

_m2 _3.335.000.o0 _600.ooo.o0

rflfs

-

3.i306(uid

",1

3.336.000,00

_:sl,,

vllygui!:g_Ig

r n r

_=

-

st,zr

m2

l_

2r.L26,75 935.468,90 25.101.2s

,-'*"75.tot.,

l/

_934.s19,s4

,umlah 23.893.82609 _Fs

Jl"c

_{23.884.092,49}

(3)

NO URAIAN PEKERIAAN

VOIUME

PEKERJAAN

CV. GOWARAYA CV. NUANSA KONSTRUKSI CV. GITANG PERDANA

HARGASATUAN

lRol

BIAYA ( Rp )

HARGASATUAN

lRol

BIAYA ( Rp )

HARGASATUAN

lRol

BIAYA { Rp }

,

2

lt

4 5 4 5 4 5

V

L

2

3 4

5

(r

$

9

vil

L 2

PEK. I NSTALASI LISTRII(

Pas. Lampu 5L 23 Watt 54,00 Bh 55.800,00 3.013.200,00 s5.800,00 3.013,200,00 55.800.O0 3,013,Zoo,oo

Pas. Lampu Sorot 2500 Watt 3,00 Bh 2.650.000,00 7.950.000,00 2.650.000,00 7.950.000,00 2.5s0.000,00 7,9s0,000,00

Pas. Vlttlng Lampu 54,00 Bh 12.200,00 658.800,00 12.200.OO 658.800,00 12,200,00 658.800,00

Pns. _{Saklnr Ganda} 13.00 Bh 30.800,00 400.400,00 30.800,00 400.400,00 30.800,00 400.400,00

lrnt. Snklar Tunggal Bh 20.600,00 103.000,00 20.600,00 103.000,00 20.600,00 103,000,00

pa!

_\trrp_Xontak _36,00 _Bh _35.900,00 _1.292.400,00 _35,900,00

1.292.400,00 35.900,00 1.292.400,00

Pa!. Stop AC

5,00

Bh 35.900,00 179.500,00 35.900,00 179.500.00 3s.900,00 179.500,00

Pos. lnstalasi Listrik 59,00 Ttk 75.000,00 4.425.000,00 75.000,00 4.425.000.00 75.000,00 4.425.000,00

Pas, EoxSekring + 12 Mcb Unit 242.088,00 242.088,00 242.088,00 242"088.0O 242.088,00

Jumlah 18.264.388,0O 18.264.38&flt

PEK. INSTALASI SANITAIR + LAIN. LAIN

Pas. lnstalasi pipa 1/2 lnchi

1s0,00

m 14.301,00 2.145.150,00 14.301,00 2.145.150,00 14.301,00 2.145.150,00

lxsj_Fstalasi pipa 3 tnchi 10,00 m 107.301,00 1.O73.010.O0 r07.301,00 1,073.010,00 107,301,00 1.073.01.0,00

3 Pas. Accesoris perpipaan 2,00 Paket 6s.000,00 130.000,00 6s^000,00 130.000,00 65.000,00 130.000,00

4 Pas. Klosct Jengkok

5,00

Bh 429.073,00 2.145.36s,00 422.383,00 2.111.915,00 422.383,00 2,111.915,00

5

_q

7

vilt

1 2 3

4

B.

Pas. Kran Air 6,00 Bh 36.19s,00 2t7.t70,00 36.200,00 217.200,00 36.200,00 2t7200,00

Pas. Floor Drain, 6,00 Bh 37.600,00 225.500,00 37.550,00 225.900,00 37.550,00 225.900,00

Pembuatan guis _{Beton Septick Tank} 4,00 Unit 529.000,00 2.116.000,00 529,000,00 2.116.000,00 529.000,00 2.116.000,00

Jumlah 8.052.295,00 8;019.175,fi1 8.019.175,00

PEK. tAlN - tJAtN

Pas. Rellng 13nssa Stainless

10,80

m 7s0,000,00 8.100.000,00 750.000,00 8.100.000,00 750.000,00 8.100.000,00

Pas. Baut Kuda-kuda 91,00 Bh 17.800,00 1.519.800,00 17.800,00 1.619.800,00 17.800,00 1.619.800.00

Pas. Begel Plat Kuda-kuda

14,OO

Psg 1632n,00 228.480,00 16.320,00 228.480,00 16.320,00 228.480,00

Pas. Begel plat Kolom 9,00 Psg 16.320,00 146.880,00 15.320,00 16.320.OO 146.880,00

Jumlah 10.095,160,0O 10.-qg5:160,ff' 10.095,160,00

PEMBANG UNAN MIMBAR TII.AWATI

1

lq!!$gq!aqn

Kubah (@ 2,6 m) 1,00 Bh 14.750.000,00 14.750.000,00 1.4.750.000,00 14.750.000,00 14.750.000,00 14.7s0.000,00

2 Pek. Dindin-g Sekatan Double Tripleks 5 mm

22,27

tnz 268.945,75 5.989.421,85 258.945,75 5.989.421,85 268.945,75 5.989.421,8s

3

q*.ri?!-e

Kavu 1ol10 0,67 m3 4.257.750,00 2.852,692,s0 4.257.750,00 2.852.692,50 4.2s7.7s0,00 2.852.692,50

4 Paglggel Kolom x.8,00 Bh 16.320,00 293.760,00 16.320,00 293.760,00 16.320,00 293.760,00

5

6

7

8 9 10

4

L2

n_9.[

lr9!l[ayu

_{tas

(ubrh

39,80 m 12.500,00 497.500,00 12.500,00 497.500,00 12.s00,00 497.500,00

Pek, Pas. Kaca Mati 5 mm 9,50 m2 135.333,75 1.299.204,00 135.333,75 1.299,204,00 135.333,75 1.299.204,00

Pek. Pas Daun Pintu Kaca 5 mm 2,28 m2 37t.238,75 846.424,35 371.238,75 846.424,35 37t.238,75 846.424,35

Pek. Lantal Kayu 3 cm 0,31 m3 46"826,20 14.5L6,t2 46.826,20 t4.515,12 46.826,20 t4.516,t2

Pek. Cat Miny6[ 3,51 m2 25.L26,75 88.194,89 25.10L,25 88.105,39 2s,101;25 88.105,39

Pek. lnstalasi Listrik 2,OO Ttk 75.000,00 150,000,00 75.000,00 150.OOO.00 7s.0003b 150.000,00

Pek. Pas. Fitting 1,00 Bh 12.200,00 12.200,00 12.200,00 12.200,00 _"1?.20q00. 12.200,00

Pas. Stop Kontak 1,00 Bh 35.900,00 35.900.OO 3s.900,00 3s.900,90

,.-*

f

;6505

35.900.O0

13 Pas. Stop Kontak AC

----lrq-

Bh--l

Jumlah

35.900,00 35.900,00 3s.900,00 35,e00,00 _"".t

';

i,I

_g'rr*u'vrrgsiSQlQQ,

-""' 35.900,00

26.865.7t?,72

,5.86;;*g

26.855.62421

(4)

NO URAIAN PEKERJAAN

VOTUME

PEKERJAAN

CV. GOWARAYA CV. NUANSA KONSTRUKSI CV. GITANG PERDANA

HARGA SATUAN

lRnl

BIAYA ( Rp )

HARGASATUAN

(Rol

BIAYA { Rp } HARGASATUAN

lRol

BIAYA ( Rp _I

,

2 3 4 5 4 5 4 5

c. PEMBUATAN ORNAMEN

t

Pas. Tiang Kayu 10/10 4,23 m3 4.257.750,00 979.282,50 4.257.750,O4 979.282,50 4.257,750,O0 979.?82,s4

2 Pas. Begel Kolom

12,00

Bh 16.320,00 195.840,00 15.320,00 195.840,00 16.320,00 195.840,00

3 Pek. Profil Kayu 59,84 m 12.500.O0 748.000,00 12.500,00 748.000,00 12.500.00 748.000,00

4 Pas. Dinding Sekatan Double Tripleks 5 mm t2,96 m2 268.945,75 3.485.536,92 268.945,75 3.485.s36,92 268.945,75 3.485.536,92

5 Pas. Dinding Tripleks 5 mm 172.030,00 L.465.595,60 177.872.5O 1.4fl.353,70 171,872,50 1.464,353,70

6 Pas. Kerucuk Alminium

2,N

Bh 3,500.000,00 7,000.000,00 3.500.000,00 7.000.000,00 3.500.000,00 7.000.00000

7 Pek, Kusen Ka,yu 0,06 m3 5.015.000,00 300.900,00 s.015.000,00 300.900,00 s.015.000,00 300.900,00

8 Pek. Cat Minyak

,_90_.q5_,*

-

q2

lumlah

25.r25,75 2.277.991,L6 25.101,25 2.275.679,33 25,L0L,25 2.275.679,33

16.45t.246,18 16.449.592,45 15.449.592.4s

E. PEKERJAAN AKHIR

1 Pek. Finishing 1,00 Ls 800.000,00 800.000,00 800.000,00 800.000,00 800.000,00 800.000.00

Jumlah 8q'.0(xt 00 800.&n 00

8m.fln00

Real Cost 6!]4.'143.903,65 634.565,797,39 634.831.360,21

Pajak Pertambahan Nilai ( PPN ) 10 % 63.444.390.37 63.455.579.74 63.i183.X36,02

Total 697.888.294,02 698.022.377,13 598.314.496,23

597.888.000,00 698.022.OOO.OO 698.314.filo.00

No. Perusahaan Harga Penawaran

{Rp.)

Harga PenalYaran Setelal

Koreksl (Rp.) Ranklng

1 CV. GOWA RAYA 697.888.000,00 697.888.000,00

I

2 CV. NUANSA KONSTRUKSI 698.022.000,00 698.022.000,00 2

3 CV. GILANG PERDANA 698.314.000,00 3

Tolitoli, 04 Nopember 2013

SEKRETARIS

oH. I$YRAM. S.f, 19750805200701 1 01:

ANGGOTA

T{ANIEN HERYANI. G.T,. IU,M.

NlP. 19750223 200211 2 001

'.

|

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