LPSE Provinsi Sulawesi Tengah Aritmatik Astaka
PEMERTI{TAH KABI'FATETT TO LITOLT
DINAS PEKERJAAN UMUM
IANAilg/IA'A
FETGIDAAT
PAHNll
Alomot
Sr,dirnrqn No. 76 l€lo. (0451) 21294 Tolitoli
r ,1.
lend.
Intlrl ;n't!-dP|.lol r,ii! vah{\.co id
HASrt KOREKST ARJTMATIK
KEGIATAN
PIMSANGUNAN SARANA DAN PRASARANA MTQ
PEKERJAAN
PEMBANGUNAN ASTAQA
LOKASI
KEL. NALU, KEC. BAOIAN.
KABUPATEN
TOUTOLT.
TAHUN ANGGARAN
201t
URAIAN PEKERJMN
t
A.
HARGASATUAN
PEKER'AAN
?
2
CV. GIIANG PERDANA
CV. NUANSA KONSTRUKSI
CV.6OWARAYA
VOLUME
NO
lRol
BIAYA { Rp }
4
5
HAR6ASATUAN
lRol
4
BIAYA ( Rp )
HARGASATUAN
5
lRol
BIAYA { Rp }
4
5
PEMBANGUNAN ASTAKA
PEKERJAAN PERSIAPAN
Peneukuran/Pas. Bouwplank
Pek. Dewatering (Pemompaan)
38,00
M.
1,00
Ls
3
Pek. StellinE/Perancah Alat Bantu
143,60
m2
4
Pas. PaDan Kesiatan
1,00
Ls
1
2
*_
,
* 50.572,00
1.000.000,00
PEKERJAAN TANAH
t
Pek. Galian Pondasi Poer Plat
30,38
6.911.647,50
6.903.03r.,50
48.131,2s
250.000,00
250.000,00
38.525,00
1.173.427,50
38.62s,00
1.000.000,00
48.131,25
5.911.647,50
250.000,00
2s0.000,00
10.087.183,50
38.625,00
L.173.427,50
1.173.42250
,.173.427,5O
1.925.536,00
1.000.000,00
10.087.183,50
10,078.55?,50
m3
50.572,00
1.925,536,00
1.000.000,00
48:p7_!-&
Jumlah
ilt
50,672,00
1.000.000,00
250.000,00
Jumlah
I
1.925.s35,00
1.000.000,00
1.t73.427,54
1,173.427,sO
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
lumlah
m
22.330,00
4.s94,1s40p
22.395.OO
162,00
m
tv
L
2
3
4
5
4.587.475,20
22.362,50
t02.962,275,63
4.600.828,80
r03.229.390,48
103.095813;06
PEKERJAAN BETON + I.ANTAI
Pek, Penqadaan dan Pemancangan Cerucuk
Pek. Cor Lantai Poer Plat
Pek. Eeton Poer Plat (150 Ks)
Pek. Beton Sloof Struktur lnduk 25130 (150 Kc)
Pek. Beton Sloof Struktur lnduk 25125 (125 Ks)
L,76
17.112,50
2.772.225,ffi
17.062.50
?.76&aasgq
,
:..
.
-17.0Q?r50
iie+*Bssae " "r!" -isgf;b:o,oo
587.416,00
1,209.852,16
589.736,00
12,35
m3
3.581.L72,25
44.227.477,29
3.58r1.397,25
aaJet.td6.oA
7,54
m3
3.840.472,25
28.957.t60,77
3.843.702,25
zfuglpr+,91
*- $,s4aifi:;25
0,40
m3
3.613.s74,50
1.445.429,80
3.616.937,00
*446,.}a4,80
3.62Qi.fl,09
m3
qsl
!:t;,':J-9gfh627..25
*,'..1..:
!,
2,764.t25,00
1.218.018.s5
44.307.t96,54
29.005.869,17
1.448.118,80
CV. GOWA RAYA
VOLUME
NO
URAIAN PEKERJAAN
PEKERJAAN
HARGASATUAN
2
a
6
P9k. Tiang Beton Struktur 20/20 t150 Kc)
7
pek. Kolom praktis 15/15
8
Pe!. Rine Balk 15/20 (14, (g)""
("12S
t,tz
Kg) -*
_
.tar 6eron tanTat t=14, cm
1150
Pek. Plesteran Lantai
_19_
Kg,
__.
LL,t4
92,83_,_
__
Lt.o4
t2
4
4.434.967.25
m
65.255,93
utnotng KeramtK KM/wc zu1z5
65,39
m
ryt4
I
mz I _
m2 I
36,50
6,7s
lPas. Daun Pintu Kaca 5 mm
Jensera Kaca b*antung 5 mm
Mati 5 mm
plntu
4
Pas. Kaca
5
Pas. Grendel
6
Pas. Grendel Jendela
7
Bs.Elgset Jendela
8
Pas, Engsel Pintu
9
Pas. Kait- kait Angin
10
18,36
m2
m2
I
Pas. Kosen + daun pintu viber glass
Pas.j.g9g:!g$.9gtd$e.De n l,l ok
t
55.295.93
10.614,663,27
57.727.894,97
Pas. Bubungan Gentens Metal
Pas. List Plank Papan
Pas, Dinding Tripleks 5 mm + Rangka
_
_,rc!.Qg_{ry!g kalel*opglle ! iplu m
reK. ilang [ayu
249,L5
lultu
0,46
Pek. Papar dan Relllns Knvrr
vil
5
_5
7
5,185.287,25
57.764_O9S.C7
50.599,50
4.697.t60,87
-
88.124,95
q 149 q17 1(
10^6r?36&r?
4.689.437,4t
2.s24.407,77
199,829,60
2.52s.846,t4
199.943,40
2.527.7A4.52
10.335j634,-g!
1s8.15440
L0.341.716,22
758.247.40
10.347.797.49
158.061.40
_
_
_
s0 682,80
4.704.884,32
___r4{oq!uIg
* 170.876.47p.79
-lzl:!!t.512?e_
37I.238,75
2.505.861.s6
n?_l_*__lz1*23&Z!
15.963,266,25
371.238,75
15.963.265.2s
?71.)3P'.75
1q q6x ?66 18
m2
I
I
I
13s.333.7s
7)7
?
^9,4 qnn
?6q
nn
19
827.750,OA
1e,5s0,00
35.925_109
1qq?qon
Bh I
qoonoonn
m3 I
s.015 oon nn
xnn ?tR nn
OO
1?(
6C
19.2so.oo
14"212.6qs
?.9!lg&
&r4vvvrw
rarJwrw
18.500.00
7qq qno nn
1A Bnnnn
844.950,00
19.700,00
847.100.0O
1q 7(.}n nn
502.950,00
36.000,00
504.000,00
36.O00.OO
_*
z3:r.(
JUTUU
,-**qz+q0,oo
667.575,OO
Q.69gqq
670-800,00
3.000.000,00
Lq,qggqgg
3.000.000,00
,8.57s.650,00
11.699.820,00
5.$19!9,0q
8.z$so,qq
5.015.000.0o
8.575,650,00
35.454,00
11.599.820.00
35.454,00
11.699.820,00
32.0s8.510,00
15.600,00
---
570.800,00
3.000.000.0o
s0g:q00,00
"_o.r?7..
35.4s4,00
q3 l_J.{!Ql!0.00
_*
m2
m2 I
m2 |
m3 I
**__*_nl*J
_1?.110.48s,00
*_4r23492,s0
4t.548.790,97
88.44s,00,
8.7
s1.430,00
172.oqo.oo
14.204.
__
9.747.219,80_
2tI.945,75
52.805.283,61
4.257.75O.OO
1.958 q6C On
4.2L1.27o,a0
I
|
._
97.I47,A0
32,058.510,00
** _97.t47,00
4.446.750,00
2r,L22,062,50
4.446.750,N
t03.242,20
4L.548.790.97
702,74) )O
88.440,00
51.430.OO
8.737.872,OO
ld 2r}4 q66 nn
171.872,50
9.738.295,85
t7t.872,50
9.738.295,8s
52.806.283,51
2LL.94s,75
52.806.283.61
88.440,00
2t7.945,7s
a ?(7 ?Cn nn
**1.Sgfg*s.0e
4,277.270,0A
-,I.lJ.LujgCg_
2dntrsr"?s
21.L22.062,50
,1
qae 70n
o"
8.737.872.OA
__11201p!6,00
,4.?lrlQqg ._ *__resg.5q5,gq
4.21L.270,00
__**L:y.gg.gq
203.587.858,83
203.587.858,83
PENGECETAN
reK. Larr-,notng
3
L0.62L.235,97
v.v L2,02
,1ee./ls,8o
Jumlah
4
88.069,95
Aq
2,s05.861,56
e8,89 _m
276,20 m l__
I
56.66
".__.^
2
d1fl lq, nq
388,325,00
ps8
402,44
8
1L
1
37t.238,75
43100
4,75
llgta_lglrgltE rvElg
7
__9_,
10
5
2.s05.861,s5
330,00 m2 lr|
Pas. Plafond Trjpleks 3 mm
3
6
4
L4.212.695,00
Psc
t.7L
Pek. Kosen Kosen Pintu, J€ndela, Dan Ventilasi
*
5
5
PEK. KAYU DAN PIAFOND
1
_*L
4
BIAYA { Rp }
{Rp}
76< Xq
Jumlah
vt.
BIAYA ( Rp )
tzt.zza,zs
14,00
6.00
{Rol
388.32s,00
|
13,00*"__*,lss_|
__L4,00 _PsS l_
43.00
Psc I
_
CV. GII.ANG PERDANA
HARGASAruAN
s0.51"6,40
[:$u!!F|!9$41K!rygllu!
rrnlu l,anil
q6'
1.409.528,09
5,L82.O37,25
leqlbl*-*
V,
4
88.0L5,45
m3
I
5
m3
120,60
-_4
2
BIAYA ( Rp
{Rol
t
CV. NUANSA KONSTRUIGI
HARGA SATUAN
I
e[lglt
+_IgLgl!]
Pek. Cat Plafond Tripleks
Pek, Cat Dinding Tripleks (Dalam)
_!9!.9qt
Qrlding Gipsum (Dalam)
Pplr l'a+ hrlinrrrlz
Pek. Cuting Sticker Ornamen
_:sl,,
vllygui!:g_Ig
L87,12
56.66
m2 I
m2 I
rn2 I
249,t5
m2
1
330.00
rn r
_=
_j!448
_l-!q _
- st,zr
,umlah
m2
I
2.493.635,97
13.?26.40
1?6 4n
_-
4,397.7t2,00
11 ??6 4n
191?6,{q
_1ge7,zr1i00
75s.073,82
l'9.1?6,1!
zs.Iz6,7s
m2
m2
l_
, 4q?
A"t
-:;r-+t
: 61q
13.326,40
1t
2r.L26,75
8.655.562,84
25.101,25
3.335.000.o0
600.ooo.o0
935.468,90
23.893.82609
25.101.2s
-
17
JC
2.493.63\97
13:326,t!o
4.397,712,00
l5!:073;82
L3.316,40
755.A73.A2
_* _q.-33qg2,qq
r.it a.s26Ap
r- .*i,
s.o4e.s/$;q
X
3.i306(uid =*--;e.
rr * 11,;€0
rflfs
,-'*"75.tot.,
Fs
Jl"c
'*i4ffim#j
",1
l/
3.336.000,00
934.s19,s4
23.884.092,49
CV. GOWARAYA
VOIUME
NO
URAIAN PEKERIAAN
,
V
HARGASATUAN
PEKERJAAN
lt
2
lRol
BIAYA ( Rp )
4
5
HARGASATUAN
lRol
4
BIAYA ( Rp )
CV. GITANG PERDANA
HARGASATUAN
5
lRol
BIAYA { Rp }
4
5
PEK. I NSTALASI LISTRII(
Watt
L
Pas. Lampu 5L 23
2
Pas. Lampu Sorot 2500
Watt
Vlttlng Lampu
3
Pas.
4
Pns. Saklnr Ganda
5
lrnt. Snklar Tunggal
(r
pa! \trrp Xontak
$
Pos. lnstalasi Listrik
9
Pas, EoxSekring + 12 Mcb
54,00
Bh
55.800,00
3.013.200,00
s5.800,00
3.013,200,00
55.800.O0
3,00
Bh
2.650.000,00
7.950.000,00
2.650.000,00
7.950.000,00
2.5s0.000,00
Bh
12.200,00
658.800,00
12.200.OO
658.800,00
12,200,00
658.800,00
13.00
Bh
30.800,00
400.400,00
30.800,00
400.400,00
30.800,00
400.400,00
Bh
20.600,00
103.000,00
20.600,00
103.000,00
20.600,00
36,00
Bh
35.900,00
1.292.400,00
35,900,00
1.292.400,00
35.900,00
59,00
103,000,00
1.292.400,00
Bh
35.900,00
179.500,00
35.900,00
179.500.00
3s.900,00
179.500,00
Ttk
75.000,00
4.425.000,00
75.000,00
4.425.000.00
75.000,00
4.425.000,00
Unit
242.088,00
242.088,00
242.088,00
Jumlah
PEK. INSTALASI SANITAIR +
3,013,Zoo,oo
7,9s0,000,00
54,00
5,00
Pa!. Stop AC
vil
CV. NUANSA KONSTRUKSI
242"088.0O
18.264.388,0O
242.088,00
18.264.38&flt
LAIN. LAIN
L
Pas. lnstalasi pipa
1s0,00
m
14.301,00
2.145.150,00
14.301,00
2.145.150,00
14.301,00
2.145.150,00
2
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
lxsj_Fstalasi pipa 3 tnchi
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
Pas. Kran Air
6,00
Bh
36.19s,00
2t7.t70,00
36.200,00
217.200,00
36.200,00
2t7 200,00
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
2.116.000,00
529,000,00
2.116.000,00
529.000,00
_q
7
1/2 lnchi
529.000,00
Jumlah
vilt
PEK.
8.052.295,00
8;019.175,fi1
2.116.000,00
8.019.175,00
tAlN - tJAtN
1
Pas. Rellng 13nssa Stainless
10,80
m
7s0,000,00
8.100.000,00
750.000,00
8.100.000,00
2
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
3
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
4
Pas. Begel plat Kolom
9,00
Psg
16.320,00
146.880,00
15.320,00
Jumlah
B.
750.000,00
16.320.OO
10.-qg5:160,ff'
10.095,160,0O
8.100.000,00
146.880,00
10.095,160,00
PEMBANG UNAN MIMBAR TII.AWATI
1
lq!!$gq!aqn
14.750.000,00
14.750.000,00
1.4.750.000,00
2
Pek. Dindin-g Sekatan Double Tripleks 5 mm
22,27
tnz
268.945,75
5.989.421,85
258.945,75
3
q*.ri?!-e
0,67
m3
4.257.750,00
Kubah (@ 2,6 m)
Kavu 1ol10
4
Paglggel Kolom
5
n_9.[
6
Pek, Pas. Kaca Mati 5 mm
7
1,00
Bh
2.852,692,s0
4.257.750,00
14.750.000,00
14.750.000,00
5.989.421,85
14.7s0.000,00
268.945,75
5.989.421,8s
2.852.692,50
4.2s7.7s0,00
2.852.692,50
16.320,00
x.8,00
Bh
16.320,00
293.760,00
16.320,00
293.760,00
39,80
m
12.500,00
497.500,00
12.500,00
497.500,00
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
8
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
9
Pek. Cat
3,51
m2
25.L26,75
88.194,89
25.10L,25
88.105,39
2s,101;25
88.105,39
150,000,00
75.000,00
150.OOO.00
7s.0003b
150.000,00
"1?.20q00.
;6505
35.900.O0
lr9!l[ayu {tas (ubrh
Miny6[
12.s00,00
10
Pek. lnstalasi Listrik
2,OO
Ttk
75.000,00
4
Pek. Pas. Fitting
1,00
Bh
12.200,00
12.200,00
12.200,00
12.200,00
L2
Pas. Stop Kontak
1,00
Bh
35.900,00
35.900.OO
3s.900,00
3s.900,90
,.-*
13
Pas. Stop Kontak AC
Bh--l
35.900,00
35.900,00
3s.900,00
35,e00,00
rgsiSQlQQ,
"".t g'rr*u'vr
-""'
----lrqJumlah
26.865.7t?,72
,5.86;;*g
f
'; i,I
293.760,00
497.500,00
12.200,00
35.900,00
26.855.62421
."',F
CV. GOWARAYA
VOTUME
NO
URAIAN PEKERJAAN
,
2
c.
PEMBUATAN ORNAMEN
HARGA SATUAN
PEKERJAAN
3
CV. NUANSA KONSTRUKSI
lRnl
BIAYA ( Rp )
4
5
HARGASATUAN
(Rol
BIAYA { Rp }
4
5
CV. GITANG PERDANA
HARGASATUAN
lRol
BIAYA ( Rp
4
5
I
t
Pas. Tiang Kayu 10/10
4,23
m3
4.257.750,00
979.282,50
979.282,50
4.257,750,O0
Pas. Begel Kolom
12,00
4.257.750,O4
2
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
5
Pas. Dinding Tripleks 5 mm
6
Pas. Kerucuk Alminium
7
Pek, Kusen Ka,yu
8
Pek. Cat Minyak
E.
PEKERJAAN AKHIR
268.945,75
3.485.536,92
268.945,75
3.485.s36,92
268.945,75
172.030,00
L.465.595,60
177.872.5O
1.4fl.353,70
171,872,50
1.464,353,70
7,000.000,00
3.500.000,00
7.000.000,00
3.500.000,00
7.000.00000
300.900,00
s.015.000,00
300.900,00
s.015.000,00
25.101,25
2.275.679,33
25,L0L,25
2,N
Bh
3,500.000,00
0,06
m3
5.015.000,00
,_90_.q5_,* - q2
25.r25,75
lumlah
1
Pek. Finishing
1,00
800.000,00
Jumlah
800.000,00
16.449.592,45
800.000,00
800.000,00
8q'.0(xt 00
Real Cost
6!]4.'143.903,65
Pajak Pertambahan Nilai ( PPN ) 10 %
Total
No.
2.277.991,L6
16.45t.246,18
Ls
Perusahaan
Harga Penawaran
{Rp.)
1
CV. GOWA RAYA
2
CV. NUANSA KONSTRUKSI
3
CV. GILANG PERDANA
697.888.000,00
698.022.000,00
Harga PenalYaran Setelal
Koreksl (Rp.)
697.888.000,00
698.022.000,00
698.314.000,00
979.?82,s4
3.485.536,92
300.900,00
2.275.679,33
15.449.592.4s
800.000,00
800.000.00
800.&n 00
8m.fln00
634.565,797,39
634.831.360,21
63.444.390.37
63.455.579.74
63.i183.X36,02
697.888.294,02
698.022.377,13
598.314.496,23
597.888.000,00
698.022.OOO.OO
698.314.filo.00
Ranklng
I
2
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
|
\'\
't 1 001
DINAS PEKERJAAN UMUM
IANAilg/IA'A
FETGIDAAT
PAHNll
Alomot
Sr,dirnrqn No. 76 l€lo. (0451) 21294 Tolitoli
r ,1.
lend.
Intlrl ;n't!-dP|.lol r,ii! vah{\.co id
HASrt KOREKST ARJTMATIK
KEGIATAN
PIMSANGUNAN SARANA DAN PRASARANA MTQ
PEKERJAAN
PEMBANGUNAN ASTAQA
LOKASI
KEL. NALU, KEC. BAOIAN.
KABUPATEN
TOUTOLT.
TAHUN ANGGARAN
201t
URAIAN PEKERJMN
t
A.
HARGASATUAN
PEKER'AAN
?
2
CV. GIIANG PERDANA
CV. NUANSA KONSTRUKSI
CV.6OWARAYA
VOLUME
NO
lRol
BIAYA { Rp }
4
5
HAR6ASATUAN
lRol
4
BIAYA ( Rp )
HARGASATUAN
5
lRol
BIAYA { Rp }
4
5
PEMBANGUNAN ASTAKA
PEKERJAAN PERSIAPAN
Peneukuran/Pas. Bouwplank
Pek. Dewatering (Pemompaan)
38,00
M.
1,00
Ls
3
Pek. StellinE/Perancah Alat Bantu
143,60
m2
4
Pas. PaDan Kesiatan
1,00
Ls
1
2
*_
,
* 50.572,00
1.000.000,00
PEKERJAAN TANAH
t
Pek. Galian Pondasi Poer Plat
30,38
6.911.647,50
6.903.03r.,50
48.131,2s
250.000,00
250.000,00
38.525,00
1.173.427,50
38.62s,00
1.000.000,00
48.131,25
5.911.647,50
250.000,00
2s0.000,00
10.087.183,50
38.625,00
L.173.427,50
1.173.42250
,.173.427,5O
1.925.536,00
1.000.000,00
10.087.183,50
10,078.55?,50
m3
50.572,00
1.925,536,00
1.000.000,00
48:p7_!-&
Jumlah
ilt
50,672,00
1.000.000,00
250.000,00
Jumlah
I
1.925.s35,00
1.000.000,00
1.t73.427,54
1,173.427,sO
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
lumlah
m
22.330,00
4.s94,1s40p
22.395.OO
162,00
m
tv
L
2
3
4
5
4.587.475,20
22.362,50
t02.962,275,63
4.600.828,80
r03.229.390,48
103.095813;06
PEKERJAAN BETON + I.ANTAI
Pek, Penqadaan dan Pemancangan Cerucuk
Pek. Cor Lantai Poer Plat
Pek. Eeton Poer Plat (150 Ks)
Pek. Beton Sloof Struktur lnduk 25130 (150 Kc)
Pek. Beton Sloof Struktur lnduk 25125 (125 Ks)
L,76
17.112,50
2.772.225,ffi
17.062.50
?.76&aasgq
,
:..
.
-17.0Q?r50
iie+*Bssae " "r!" -isgf;b:o,oo
587.416,00
1,209.852,16
589.736,00
12,35
m3
3.581.L72,25
44.227.477,29
3.58r1.397,25
aaJet.td6.oA
7,54
m3
3.840.472,25
28.957.t60,77
3.843.702,25
zfuglpr+,91
*- $,s4aifi:;25
0,40
m3
3.613.s74,50
1.445.429,80
3.616.937,00
*446,.}a4,80
3.62Qi.fl,09
m3
qsl
!:t;,':J-9gfh627..25
*,'..1..:
!,
2,764.t25,00
1.218.018.s5
44.307.t96,54
29.005.869,17
1.448.118,80
CV. GOWA RAYA
VOLUME
NO
URAIAN PEKERJAAN
PEKERJAAN
HARGASATUAN
2
a
6
P9k. Tiang Beton Struktur 20/20 t150 Kc)
7
pek. Kolom praktis 15/15
8
Pe!. Rine Balk 15/20 (14, (g)""
("12S
t,tz
Kg) -*
_
.tar 6eron tanTat t=14, cm
1150
Pek. Plesteran Lantai
_19_
Kg,
__.
LL,t4
92,83_,_
__
Lt.o4
t2
4
4.434.967.25
m
65.255,93
utnotng KeramtK KM/wc zu1z5
65,39
m
ryt4
I
mz I _
m2 I
36,50
6,7s
lPas. Daun Pintu Kaca 5 mm
Jensera Kaca b*antung 5 mm
Mati 5 mm
plntu
4
Pas. Kaca
5
Pas. Grendel
6
Pas. Grendel Jendela
7
Bs.Elgset Jendela
8
Pas, Engsel Pintu
9
Pas. Kait- kait Angin
10
18,36
m2
m2
I
Pas. Kosen + daun pintu viber glass
Pas.j.g9g:!g$.9gtd$e.De n l,l ok
t
55.295.93
10.614,663,27
57.727.894,97
Pas. Bubungan Gentens Metal
Pas. List Plank Papan
Pas, Dinding Tripleks 5 mm + Rangka
_
_,rc!.Qg_{ry!g kalel*opglle ! iplu m
reK. ilang [ayu
249,L5
lultu
0,46
Pek. Papar dan Relllns Knvrr
vil
5
_5
7
5,185.287,25
57.764_O9S.C7
50.599,50
4.697.t60,87
-
88.124,95
q 149 q17 1(
10^6r?36&r?
4.689.437,4t
2.s24.407,77
199,829,60
2.52s.846,t4
199.943,40
2.527.7A4.52
10.335j634,-g!
1s8.15440
L0.341.716,22
758.247.40
10.347.797.49
158.061.40
_
_
_
s0 682,80
4.704.884,32
___r4{oq!uIg
* 170.876.47p.79
-lzl:!!t.512?e_
37I.238,75
2.505.861.s6
n?_l_*__lz1*23&Z!
15.963,266,25
371.238,75
15.963.265.2s
?71.)3P'.75
1q q6x ?66 18
m2
I
I
I
13s.333.7s
7)7
?
^9,4 qnn
?6q
nn
19
827.750,OA
1e,5s0,00
35.925_109
1qq?qon
Bh I
qoonoonn
m3 I
s.015 oon nn
xnn ?tR nn
OO
1?(
6C
19.2so.oo
14"212.6qs
?.9!lg&
&r4vvvrw
rarJwrw
18.500.00
7qq qno nn
1A Bnnnn
844.950,00
19.700,00
847.100.0O
1q 7(.}n nn
502.950,00
36.000,00
504.000,00
36.O00.OO
_*
z3:r.(
JUTUU
,-**qz+q0,oo
667.575,OO
Q.69gqq
670-800,00
3.000.000,00
Lq,qggqgg
3.000.000,00
,8.57s.650,00
11.699.820,00
5.$19!9,0q
8.z$so,qq
5.015.000.0o
8.575,650,00
35.454,00
11.599.820.00
35.454,00
11.699.820,00
32.0s8.510,00
15.600,00
---
570.800,00
3.000.000.0o
s0g:q00,00
"_o.r?7..
35.4s4,00
q3 l_J.{!Ql!0.00
_*
m2
m2 I
m2 |
m3 I
**__*_nl*J
_1?.110.48s,00
*_4r23492,s0
4t.548.790,97
88.44s,00,
8.7
s1.430,00
172.oqo.oo
14.204.
__
9.747.219,80_
2tI.945,75
52.805.283,61
4.257.75O.OO
1.958 q6C On
4.2L1.27o,a0
I
|
._
97.I47,A0
32,058.510,00
** _97.t47,00
4.446.750,00
2r,L22,062,50
4.446.750,N
t03.242,20
4L.548.790.97
702,74) )O
88.440,00
51.430.OO
8.737.872,OO
ld 2r}4 q66 nn
171.872,50
9.738.295,85
t7t.872,50
9.738.295,8s
52.806.283,51
2LL.94s,75
52.806.283.61
88.440,00
2t7.945,7s
a ?(7 ?Cn nn
**1.Sgfg*s.0e
4,277.270,0A
-,I.lJ.LujgCg_
2dntrsr"?s
21.L22.062,50
,1
qae 70n
o"
8.737.872.OA
__11201p!6,00
,4.?lrlQqg ._ *__resg.5q5,gq
4.21L.270,00
__**L:y.gg.gq
203.587.858,83
203.587.858,83
PENGECETAN
reK. Larr-,notng
3
L0.62L.235,97
v.v L2,02
,1ee./ls,8o
Jumlah
4
88.069,95
Aq
2,s05.861,56
e8,89 _m
276,20 m l__
I
56.66
".__.^
2
d1fl lq, nq
388,325,00
ps8
402,44
8
1L
1
37t.238,75
43100
4,75
llgta_lglrgltE rvElg
7
__9_,
10
5
2.s05.861,s5
330,00 m2 lr|
Pas. Plafond Trjpleks 3 mm
3
6
4
L4.212.695,00
Psc
t.7L
Pek. Kosen Kosen Pintu, J€ndela, Dan Ventilasi
*
5
5
PEK. KAYU DAN PIAFOND
1
_*L
4
BIAYA { Rp }
{Rp}
76< Xq
Jumlah
vt.
BIAYA ( Rp )
tzt.zza,zs
14,00
6.00
{Rol
388.32s,00
|
13,00*"__*,lss_|
__L4,00 _PsS l_
43.00
Psc I
_
CV. GII.ANG PERDANA
HARGASAruAN
s0.51"6,40
[:$u!!F|!9$41K!rygllu!
rrnlu l,anil
q6'
1.409.528,09
5,L82.O37,25
leqlbl*-*
V,
4
88.0L5,45
m3
I
5
m3
120,60
-_4
2
BIAYA ( Rp
{Rol
t
CV. NUANSA KONSTRUIGI
HARGA SATUAN
I
e[lglt
+_IgLgl!]
Pek. Cat Plafond Tripleks
Pek, Cat Dinding Tripleks (Dalam)
_!9!.9qt
Qrlding Gipsum (Dalam)
Pplr l'a+ hrlinrrrlz
Pek. Cuting Sticker Ornamen
_:sl,,
vllygui!:g_Ig
L87,12
56.66
m2 I
m2 I
rn2 I
249,t5
m2
1
330.00
rn r
_=
_j!448
_l-!q _
- st,zr
,umlah
m2
I
2.493.635,97
13.?26.40
1?6 4n
_-
4,397.7t2,00
11 ??6 4n
191?6,{q
_1ge7,zr1i00
75s.073,82
l'9.1?6,1!
zs.Iz6,7s
m2
m2
l_
, 4q?
A"t
-:;r-+t
: 61q
13.326,40
1t
2r.L26,75
8.655.562,84
25.101,25
3.335.000.o0
600.ooo.o0
935.468,90
23.893.82609
25.101.2s
-
17
JC
2.493.63\97
13:326,t!o
4.397,712,00
l5!:073;82
L3.316,40
755.A73.A2
_* _q.-33qg2,qq
r.it a.s26Ap
r- .*i,
s.o4e.s/$;q
X
3.i306(uid =*--;e.
rr * 11,;€0
rflfs
,-'*"75.tot.,
Fs
Jl"c
'*i4ffim#j
",1
l/
3.336.000,00
934.s19,s4
23.884.092,49
CV. GOWARAYA
VOIUME
NO
URAIAN PEKERIAAN
,
V
HARGASATUAN
PEKERJAAN
lt
2
lRol
BIAYA ( Rp )
4
5
HARGASATUAN
lRol
4
BIAYA ( Rp )
CV. GITANG PERDANA
HARGASATUAN
5
lRol
BIAYA { Rp }
4
5
PEK. I NSTALASI LISTRII(
Watt
L
Pas. Lampu 5L 23
2
Pas. Lampu Sorot 2500
Watt
Vlttlng Lampu
3
Pas.
4
Pns. Saklnr Ganda
5
lrnt. Snklar Tunggal
(r
pa! \trrp Xontak
$
Pos. lnstalasi Listrik
9
Pas, EoxSekring + 12 Mcb
54,00
Bh
55.800,00
3.013.200,00
s5.800,00
3.013,200,00
55.800.O0
3,00
Bh
2.650.000,00
7.950.000,00
2.650.000,00
7.950.000,00
2.5s0.000,00
Bh
12.200,00
658.800,00
12.200.OO
658.800,00
12,200,00
658.800,00
13.00
Bh
30.800,00
400.400,00
30.800,00
400.400,00
30.800,00
400.400,00
Bh
20.600,00
103.000,00
20.600,00
103.000,00
20.600,00
36,00
Bh
35.900,00
1.292.400,00
35,900,00
1.292.400,00
35.900,00
59,00
103,000,00
1.292.400,00
Bh
35.900,00
179.500,00
35.900,00
179.500.00
3s.900,00
179.500,00
Ttk
75.000,00
4.425.000,00
75.000,00
4.425.000.00
75.000,00
4.425.000,00
Unit
242.088,00
242.088,00
242.088,00
Jumlah
PEK. INSTALASI SANITAIR +
3,013,Zoo,oo
7,9s0,000,00
54,00
5,00
Pa!. Stop AC
vil
CV. NUANSA KONSTRUKSI
242"088.0O
18.264.388,0O
242.088,00
18.264.38&flt
LAIN. LAIN
L
Pas. lnstalasi pipa
1s0,00
m
14.301,00
2.145.150,00
14.301,00
2.145.150,00
14.301,00
2.145.150,00
2
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
lxsj_Fstalasi pipa 3 tnchi
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
Pas. Kran Air
6,00
Bh
36.19s,00
2t7.t70,00
36.200,00
217.200,00
36.200,00
2t7 200,00
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
2.116.000,00
529,000,00
2.116.000,00
529.000,00
_q
7
1/2 lnchi
529.000,00
Jumlah
vilt
PEK.
8.052.295,00
8;019.175,fi1
2.116.000,00
8.019.175,00
tAlN - tJAtN
1
Pas. Rellng 13nssa Stainless
10,80
m
7s0,000,00
8.100.000,00
750.000,00
8.100.000,00
2
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
3
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
4
Pas. Begel plat Kolom
9,00
Psg
16.320,00
146.880,00
15.320,00
Jumlah
B.
750.000,00
16.320.OO
10.-qg5:160,ff'
10.095,160,0O
8.100.000,00
146.880,00
10.095,160,00
PEMBANG UNAN MIMBAR TII.AWATI
1
lq!!$gq!aqn
14.750.000,00
14.750.000,00
1.4.750.000,00
2
Pek. Dindin-g Sekatan Double Tripleks 5 mm
22,27
tnz
268.945,75
5.989.421,85
258.945,75
3
q*.ri?!-e
0,67
m3
4.257.750,00
Kubah (@ 2,6 m)
Kavu 1ol10
4
Paglggel Kolom
5
n_9.[
6
Pek, Pas. Kaca Mati 5 mm
7
1,00
Bh
2.852,692,s0
4.257.750,00
14.750.000,00
14.750.000,00
5.989.421,85
14.7s0.000,00
268.945,75
5.989.421,8s
2.852.692,50
4.2s7.7s0,00
2.852.692,50
16.320,00
x.8,00
Bh
16.320,00
293.760,00
16.320,00
293.760,00
39,80
m
12.500,00
497.500,00
12.500,00
497.500,00
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
8
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
9
Pek. Cat
3,51
m2
25.L26,75
88.194,89
25.10L,25
88.105,39
2s,101;25
88.105,39
150,000,00
75.000,00
150.OOO.00
7s.0003b
150.000,00
"1?.20q00.
;6505
35.900.O0
lr9!l[ayu {tas (ubrh
Miny6[
12.s00,00
10
Pek. lnstalasi Listrik
2,OO
Ttk
75.000,00
4
Pek. Pas. Fitting
1,00
Bh
12.200,00
12.200,00
12.200,00
12.200,00
L2
Pas. Stop Kontak
1,00
Bh
35.900,00
35.900.OO
3s.900,00
3s.900,90
,.-*
13
Pas. Stop Kontak AC
Bh--l
35.900,00
35.900,00
3s.900,00
35,e00,00
rgsiSQlQQ,
"".t g'rr*u'vr
-""'
----lrqJumlah
26.865.7t?,72
,5.86;;*g
f
'; i,I
293.760,00
497.500,00
12.200,00
35.900,00
26.855.62421
."',F
CV. GOWARAYA
VOTUME
NO
URAIAN PEKERJAAN
,
2
c.
PEMBUATAN ORNAMEN
HARGA SATUAN
PEKERJAAN
3
CV. NUANSA KONSTRUKSI
lRnl
BIAYA ( Rp )
4
5
HARGASATUAN
(Rol
BIAYA { Rp }
4
5
CV. GITANG PERDANA
HARGASATUAN
lRol
BIAYA ( Rp
4
5
I
t
Pas. Tiang Kayu 10/10
4,23
m3
4.257.750,00
979.282,50
979.282,50
4.257,750,O0
Pas. Begel Kolom
12,00
4.257.750,O4
2
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
5
Pas. Dinding Tripleks 5 mm
6
Pas. Kerucuk Alminium
7
Pek, Kusen Ka,yu
8
Pek. Cat Minyak
E.
PEKERJAAN AKHIR
268.945,75
3.485.536,92
268.945,75
3.485.s36,92
268.945,75
172.030,00
L.465.595,60
177.872.5O
1.4fl.353,70
171,872,50
1.464,353,70
7,000.000,00
3.500.000,00
7.000.000,00
3.500.000,00
7.000.00000
300.900,00
s.015.000,00
300.900,00
s.015.000,00
25.101,25
2.275.679,33
25,L0L,25
2,N
Bh
3,500.000,00
0,06
m3
5.015.000,00
,_90_.q5_,* - q2
25.r25,75
lumlah
1
Pek. Finishing
1,00
800.000,00
Jumlah
800.000,00
16.449.592,45
800.000,00
800.000,00
8q'.0(xt 00
Real Cost
6!]4.'143.903,65
Pajak Pertambahan Nilai ( PPN ) 10 %
Total
No.
2.277.991,L6
16.45t.246,18
Ls
Perusahaan
Harga Penawaran
{Rp.)
1
CV. GOWA RAYA
2
CV. NUANSA KONSTRUKSI
3
CV. GILANG PERDANA
697.888.000,00
698.022.000,00
Harga PenalYaran Setelal
Koreksl (Rp.)
697.888.000,00
698.022.000,00
698.314.000,00
979.?82,s4
3.485.536,92
300.900,00
2.275.679,33
15.449.592.4s
800.000,00
800.000.00
800.&n 00
8m.fln00
634.565,797,39
634.831.360,21
63.444.390.37
63.455.579.74
63.i183.X36,02
697.888.294,02
698.022.377,13
598.314.496,23
597.888.000,00
698.022.OOO.OO
698.314.filo.00
Ranklng
I
2
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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't 1 001