HomeMy WebLinkAboutMINUTES Public Works Committee 1983-02-07BRADFORD PUBLISHING CO., DENYER
RECORD OF PROCEEDINGS
Public Works Committee
February 7, 1983
Committee:
Attending:
Also Attending:
Absent:
Chairman Dannels, Trustees Houston and Wagner
Chairman Dannels
Town Administrator Hill, Public Works Director
Widmer, Disaster Recovery Manager Kistner
Trustees Houston and Wagner
BIDS - OLD RANGER DRIVE AND FALL RIVER LANE BRIDGES:
Director Widmer reported that 18 bids were received for replacing
Old Ranger Drive and Fall River Lane Bridges. The bids ranged from
$68,000 to $141,000 - a copy of bid tabulations are attached to
and made a part of these proceedings. Joseph D. Jatcko General
Contractor was the low bidder with a cost of $68,000 for both
bridges. Director Widmer reported that he had checked references
on this firm and found the references to be very good. The Committee
recommends accepting the low bid of $68,000 from Joseph D. Jatcko
General Contractor.
BIDS - PRIVATE BRIDGE PROJECT:
Director Widmer reported that there were seven bidders for the
replacement of the nine private bridges lost in the July 15th
flood. Some of the contractors bid on replacing all nine bridges
and others bid on replacing one, two, three, four, or five of the
bridges only. The Staff went through the bids and separated out
those who did not meet the qualifications. Of the three contractors
who bid on all nine bridges, Luna Construction was the low bidder
for replacing all nine bridges with single lane bridges - their
bid was $250,245. Ideal Construction was the low bidder for replacing
six single lane bridges and three double lane bridges - their bid
was $298,410. Ideal's total bid for all nine birdges was 5.8% lower
than the sum of their individual bridge bids. Mr. George Claussen,
Project Manager, reported that he had checked the references for
Ideal Construction and found them to be very good. Ideal also had
four crews to do the work and the equipment for the job. Luna would
have to subcontract all the work. Director Widmer reported that
one or perhaps two of the property owners would not sign the Easement
Agreement, which is required by the Town, and therefore a clause
should be put in the contract stating that we can delete any of
the bridges for property owners who do not sign the Easement
Agreement. A lengthy discussion followed. The Committee recommends
accepting the low bid of $298,410 from Ideal Construction to replace
six single lane bridges and three double lane bridges with a clause
in the contract stating that we have the option to delete a bridge
for property owners who do not sign the Easement Agreement. The
factor used to delete the first bridge will be 5.8%. Should a
second bridge have to be deleted, it will be by negotiated change
order. A copy of the bid tabulations are attached to and made a
part of these proceedings.
There being no further business, the meeting adjourned.
Ann E. Jents`en, Town Clerk
Contract Time: 120 Calendar
Project Eugineer;H,
RANGER DRIVE/FALL RIVER LANE BRIDGES - 1983
-J
C.)
l
KCT romsTanoTzom INC. /
C
0
••••4
11
C
0
41
X
PI
00
00
0
0
..c
....7
0
0
0
.1-1
0
0
04
r-
0
0
0
0
.0
•
0
00
•
00
00
•0
...
....7
0 0
••
0
••••
0
0
•
0
0
0
.
cr)
0
0
0
0
0
..
el
00
0
•
00
00
rn
.
.0
,-I
0
•
so
.
..7
.-4
00
0
•
00
00
0
c0
cn
� Total *85`000.00
' /
C
0
•-I
C
OJ
U
X
E.4
0
0
•
o
0
,...;
0
0
•
o
r•J
«
...-)
.-•
0
0
•
o
0'
.
r-
0
0
•
cp
•-•
•
0,
---(--
o
r•-•
•
co-
•-.4
(...
.
cc
•r c
.
•r
0
0
.1
ol
0
10
|
| 3,800.00
0
0
0
r-.
.
Cr,
00
0
00
0
.
CC)
-
0
r-
.
•-•
....7
0
0
0
04
.
r") '
ON
� Unit Price
LS
\LS (
V)
| |
| LS |
V)
-
•
V)
| |
} L5
|
LS
| �
V)
VI
Total ----
Unit Price (
/
{
L6 |
�
L5 |
V)
|
LS |
|
LS |
1
LS |
�
LS �
� LS �
� LS �
� LS
n8c8n.—Imc,
C
0
..-1
U1
C
0
4-2
X4..)-
4.1
^
1,221.cm
0
0
.0
un
0
0
1-4
000
000
0
0
0
c0
CO
.0
17,
0,
.-.4
C-4
r-.
v-I
00
•sr)
0
'0
0
47,
'
0
0
•
0
C)
0
77
00
00
•
c0
VD
0,
Cr•
•
r-..
01
sr.
rs
•-I
00
00
•
iv
••7
0
c0
.
•
0
u-s
.7
CO
CORECO CONSTRUCTION
Extension
000
0000
•
rn
c0
•
0
u-)
,--,
r-..
•
0
0
0
.0
0
•
0
0
0
•0
I -I
13,750.00
0 0
0 0
CO 0
0'1
-41
0
0
0
0
•121
‘.0
|2,200.00
0
00
•
0
0
0
siD
m-4
0
•
.0
.0
..7"
01
I -I
CO
CO
sc
.0
'C
.-
...7
a,
+7
0
r')
CT
Unit Price -
V)
-I
(
LS i
[LS
| l
| LS |
� LS -
LS
�
LS
�
L3
! LS
Unit Price
LS
i
LS |
V)
__I
{
� LS |
LS
|
LS |
L3 �
LS
� LS
LS
•
•
Total
uzzcamw uxoxvxTzmo �
Extension
0
•
0
0
. .0
..
..-•
1
0
0
•
01
.0
0
.
Ts,
0
.0
•
r-
el
c0
.
C)
••••
el
r4
•
,r1
CO
.0
..
....7
....
el
c0
•
.0
csi
cn
.
....7
•.--1
0
r••••
•
04
r,1
,r)
CO
+71
.
0
el
•
0-,
0'
an
•1
0
v-4
00
0
•
.7
a..
rsi
04
al
•
.1
.-I
c0
"
.7
•-I
,r1
c0
•
.00
....7
rn
'
• .7
•--1
JOSEPH D. JATCKO G.C.
c
0
••-i
0
(1)
4.141-
X
00
00
•
00
00
00
..7
•
..
.7
0000
0
•
0000
0000
0000
00
000
•
0,
•
01
•-i
• •
0
0
•
0
0
0
rn
0
0
•
0
0
0
'NI
00
00
•
00
00
00
0
...I
•
rs.i
...-1
00
00
•
00
00
00
4-I
r1
•
CO
.0'
Unit Price
VI
-I
VII
-I
VI
-I
-........._
(13
-J
LS
VI
-I
�
LS
V
VI
-J
--.
VI
-J
U Total | $88,960.00 8 Total
Unit Price
L5
cc)
-I
0
LS
cr)
-I
LS
� L3
LS
V)
-I
•
•
•
•
•
•
•
Total
Engineer's Estimate
0
•r-I
0
a)
4i
X
r..1
.
CD
0
Itl
.
N
0
0
In
.
N
ClI
20,000
�q~ uo'boo
| 2,000 ^
19,000
7,OU0
21,000
0
CD
If)
••
01
C•4
•
CD
CI
in
s
CO....T
N
•
IDEAL oomA7000zzmizmo, (
Extens
000
000
000
0
••-•
«
"
+7
.
.-I
•
CO
...
r,
00000
00000
•
00000
.-1
' .1
7-1
...I
•
0
...
1,1
..-t
• •
-4 ,r1
• .
l's v,
...7
4
•
tT
•
I---
"
(,)
..-1
000
00
'
00
..-1
^
.1
•
0
"
....4
.-.
0
•
0
0
"
(.4
•-•
Unit Price
L3
C.il
--I
V1
-
|
| L5 |
1.1)
-J0
a
VI
-J;
IJ
','.4
�
LS
0
LS '
-J
0
0
4-)
...4
0
...1
|
LS \
LS
•
•
•
•
o0
LS
LS
i
LS
��
�"t. Fall n»
It
4-1
0
E-4
4)
..-4
4-1
Z
rCI
0
0
Item Description
(
_ _
.
.
MP
.
.•
•
.
•
• 0
• .-
• r--...
0
0
JExcavation
1u`tuminuu avement��
:and Base �0ur5n ' .
a•
.-)
0
1....
.
-
1-1 tr)
C,--•
,....,-
1731
CYr-
E3,
-
-•
000J
.0 C
,-) tit
a).-
KJ
00
1- 0
0 r0
,__,
a...1-0t
!
•
i),-
0 C
� eUr1dgeLion
��
cxcavac
embankment
b-asecourse-,--
sub-base
...•
0
...
•
-
= .-
.-. •--
•
P
=
0) ••E
E .•CC--
.
•0-•
A C
Lt rc
-- �)o �u
/
inc. cur rstfuv wno ru`/^
_
Item Description
•
13
111
w•
N
SI
/I
7,
I
V
.
• =
•••
[Excavation
\
[xcavat�on
�
4,
C
(1) a.)
.0 S.-
r_
00)
C ('4
.-134
E
(0
-10
73 m
.
•
•
•
IA
C
r-
0
- (17
|lum�rucmr* u�^ |
!ncpL/' curb an�d ro/s�|
| li Kiyer Lane urmge �
|Lxcavacnm no
embankment
�ou�,ecuur^e, buu-uu�lv u
/�houTders
"'
c_.v
&-•-I•
•••
|�upVrstruptur� � VVcK
|�nc/._cur o an o rxi/s
CO
0
Project Engineer:M.
M
0
01
cd
m
CC
W
0
J
0
4-3
0
a)
0
a
RANKIN AND, ASSOC.. INC.
Unit Price I Extension
LS 2,860.00
LS 5,424.00
LS 2, L;:00
LS 20,822.00
LS 19,451.00
$50,733.00
LS —0—
LS ' 6,560.00
LS 1,780.00
LS 19,998.00
LS 19,400.00
$47,738.00
Total $98,471.00
LUNA CONSTRU TION
Unit Price Extension
0
0
0
0O0
N
.i
LS 22,000.00
LS 8,400.00
LS 16,000.00
0
n�i
.7
1-4
0_
•
■•
•
.---
.O
LS 19,200.00
LS 1,000.00
LS 16,000.00
LS 14,350.00
0
0
N
.-4
.+l
Vt
0
0
.-.
c'l
r•
.-[
iH
J
VI
J
ri
b
0
O
H
R.C. HEATH CONST. COMP.
Unit Price Extension
0
0
.-1
r
0
[41
0
0
0
0
r
O
.-i
0
0
.n
r
O
.n
0
0
O
N
•rl
al
.-4
000
0
.n
.-i
r
.7
.-[
00
- N
CO r
CO 0
O+N
..7
yl
0
0
N
- CT
•rl
N
.i
0
0
0
N
N
[n
0
0
co
C)•
cn
N
.-4
0
0
.-1
.r1
r
.T
•.i
0
0
in
[•)
0
.r1
.7
49-
Total • $93,914.00
FLATIRON STRUCTURES COMP.
Extension
0
0
.n
N
.O
N
0
0
O
0
M
.r1
0
0
•n
•O
O+
..T
.-1
0
0
.n
.-1
.D
.n
.-1
0•
0
0
0
[)
0
CV•
•
• •
-•
•
••
0
0
.0
•n
N
•D
7,538.00
0
0
0
0
as
al0
.-I
0
0
0
0
[n
N
$52,362.00
0
0
r
.D
.-1
.-4
.-1
.-•
M
LS
LS
LS
LS
LS
LS f
-)
LS
LS
LS
Unit Price
LS
LS
LS
J
LS
LS
765.001 LS
16,750.001 LS
20,650.00 LS
0
0
✓1
r[
N
•-•
.n
ifl
.-i
Itt
0
H
0
0
•n
0'
.7
O
.-1
e-[
Engineer's Estimate WM. MORAN CONST., INC.
Extension I Unit Price Extension I
0
O
0
0
•n
N
0
0
0
0
O
.4
ri
oo 000's ( SI
0
0
0
0
0
.7
.i
000
000
0
000
.o
•O
.i
00
.-1 0
Cr.
-7
in•
0
0
0
0
0
. .i
.-1
0
0
0
0
0
N
0
0
0
0
0
J
•-1
0
0
0
0
r
•D
.-1
o
0
0
0
r
ST
.T
4 .
$159,000 Total $93,800.001
RP TN(. WYCON CONSTRUCTION COMP.
Extension
O
0
O
O
0
.-I
j
O
0
O
.n
N
.7
.-I
O
0
O
.11
N
.D
O
0
O
•n
r
.O
.-i
0
0
O
cc)
O~
.i
N
%�
0
0
O
•n
[n
N
.-1
2,500 I LS
22,500 LS -_-_
20,000 LS
29,500 1 LS
N
J
V)
J
V)
J
N
J
V)
J
Unit Price
V)
J
LS
V1
N
J
LS
N
J
LS
N
J
V)
J
Total
6,000
000`z
nR
0
0
0
..-1
7,000 l
O
0
0
N
O
0
N
r. 78,500••
O
- 1
in
w
0
0
00
0
0
.n
0
0
0
0
O
ti
0
0
0
0
•D
0
.i
0
0
0
0
m
el
.-[
0•
0.0
O-
0
•-a
O.
.i
•
•
•
a7 •
.. •
0
0
0
0
CO
0
.-1
0
0
0
0
•n
[n
0
00
0
0
CO
[•l
.i
0
.7
.n
Col
.D
.-1
0
00
•
.n
O•
r-
89.1-4
•
0
-T
.n
r
.D
O
f
0)
0
-
)-1
a
4)•
•a
O
a
LS
LS
tr)J .-
J
.
J-,J
U
u
p
-)
LS
LS
LS
1Tot. Fall Rv
01
H
i
ti
�)
Unit Price
LS
LS
•
•
•
LS
---LS
' LS
LS
Tot. Fall Rv
Total
•i-)
-•-1
O
id
Or
n
n
>1
•4-1
•,.1
0
td
a
0
n
Item Description
1)
1)
>
--
.- C
v O
-1..-
Y
U •. -
0
3 E
-
] 0
Excavation
pituminUuk ravemenL
ano Base L9inIe
T
3 _
-
-
7Jr-:
[0,
n3'
-,OM
--C
ur- 4
'
770 :
L
..)ujciauiuuuuI a u t.%
incl. curb and rails
3::,-
a)
C a
J
L C t
N01
>.-.•
X. - r
- 3 r
- '_ I.
io
r.,uavaIIuii anu
embankment
'8
asecuurse, sub -b aZe
shoulders ,= i
T
R
n y
-) c
v •••
3.
7 t
C
i
inc rScurbLand ramisK
Item Description
.
1
'■S
i
•
:t
" .•
•
. =
•
-
Excavation
U
a) a)
>
.
•
.?upr)i.ruII.ur a 4 LR
inc. curb ana rails
.-
a)
C
L
a)•0E
>
Y•
or
-
[0
i...
.
C
C a)
.-5.
C•
.0 40
>a
r0 E
O [L
>C
•
.
[n
L
a)
• 'O
• C
0
• .0
-
• •
•
!incl. curbtand ramisK
O
nL)
9
Oa)
CN
jm
-r0
•- C
Oro-
•
,10
3
-
C
3
313
C
[0
I
.I
T
M
CO
Bid Date: January 31,
BID TABULATION
Project Engineer:M.
t•9
CO
01
V)
W
CD
C4
CC
CO
LLJ
Z
1
J
CC
W
J
-J
W
W
0
0
CC
W
C,.
z
0
J
0
CORNERSTONE I S 7NC.
Unit_ Price Extension
LS 11 301.00
LS 13,245.00
LS 43IM 0
LS 22 4 1.00
LS 21,459.00
$72.777.00
/,708.00
12,427.00
0
0
c•1
an
0
.7
c+1
-
CO
.--I
0
CO
r-
cn
CO
.-I
$59,777.00
Total $132,554.00
Unit Price Extension
LS
LS
J
LS
LS
V)
J
LS
LS
LS
N
J
Total
til
J
LS
LS
LS_
LS
T. LOWELL CONSTRUCTION
Extension
O
O
0
.-+
el
.D
I oo•000`£
0
0
O
0
0
0'
0
0
0
0'
Cr.
.•.I
N
0
0
cn
N
an
.O
N
00
00
10
r.i r1
co .o
:+1 0-1
,O
0
0
O
rh
c0
.O
0
0
O
0
in
N
0
0
0
0'
o'
.-I
N
23,523.00
0
•0
el
.n
O
.0
Total . • $124,336.00
Unit Price Extension
LS
LS
LS I'
LS
LS I .
Total
V)
J
N
_J
N
J
Cr)
J
V)
—I
Unit Price
LS (
LS
LS
LS
LS
LS
LS
t/)
LS
LS
LS
V)
J
V)
—
I Ls I
LS
Total
VARRACOMPANIES INC.
c+
0
.d
to
0
.)
SC
0
0
0
0
0
.7
0
0
0
.-r
.-I
0
.-y
1100'000'9
0
0
0
0•
J
el
N
0
0
0
.O
v1
CO
71
00
00
00
,O 0
.-c 0
-7
F.O
0
0
0
.-•I
.-r
.-r
�
00
0
0
0
.r1
N
0
0
0•
.7
cn
Ir.!'
0
0
0
.0
v1
co
.-i
00
0
0 •
.O
.O
Q.
in
0
0
N
CO
.-I
N
vr.
Unit Price Extension
V)
J
V)
J
LS
V)
J
VI
J
Unit Price
• LS
V)
J
V)
J
V)
J
LS _ I
LS
LS 1
LS
LS
V)
•
ill
0
E
Engineer's Estimate -
C
-,1
N•
w
O
tfi
22,500 I
6,000 l
O
co
co01
O
in
N
?O
.n O
O N
::0
RT
O
O
01
r-1
O
O
h
21,000 •
29, 500
O
U
co
I".t!')
O
O
a)
`�
0
O
tn
N
4
x
w
O
O
0
O
Oo
ON
O
O
0
O
O
N
oo•000`t
O
O
0
O
.. O
O
OCO
000
000
O
0
.-I
C O
0 0"
.0
0
O
O
O
O
.^-I
O
O
O
O
0
el
O
O
O
O
O
csi
O
O
O
0
O
N
O
O
0
0
O
..0CV
•
u
O
O
0
0
O
ti
Irot.-Fall R4
id
0J
H
KUNTZ CONSTRE
Unit Price
VI
V
J
V7
J
3 _
LS
VI
i.,
Ai
x
AV)
V)
V)__-JPJ
'I')
0
LS
J
"^—
V)
J
S
V)
-J
Tot. Fall RI,
Total
Quantity 'Unit Price
LS
J
LS
LS •
rd
x
1:1
J
l-1
0
y l[
LS
LS
LS
V)
:_)
A
n
'DIN
n
>1
id
0
a'
Item Description
ao
L
L C
of 0
t n.,-
C i-
a•r
CoE
— a.,Oc:
00
Excavation
oltuminou ravement
and Base Lgu3e .
-
.) U) !
rdI
JN
`C
yr I
7'17 {
S rot
1.)upersLruLLure G LK
Lind. curb and rails
C��
pJ
L
t0
LCC
TOQE.
_ .J
Y• •-
—.
co n»C
tpti)
•
C
CU
41C:
rC ro I
° Q.)
I
t
Dasecuurse, sUU-uast u
Shoulders _ _ .
Cn
C
O
O
C, tC
In C
C 0
C/ •r
3
D L
O C
S IC
line(. curb and rnits
deck
Item Description
C
L 0
Cr •-1
i-�
v.r
r 0
O E
cD
Excavation j
DI I,UMIHUU ravemet
andBaseQure
T
—
>
0 '
J V) S
rCCt
� 3 h
t7M
.) C t
yr
, C
7 '.
Lc ro5
JUNCI '1.1 UV LUI C1 l� l.R
incl.curb an rai s
L
ro
L—
tL O'
sJ a
r +.'
>:._
— O
—^
b�
Icxcavation ana
embankment
8asecaurse, sub -Vase u
shoulders _ _
C
>
O
J V
K
n
J C
— ••
v•.
7 •C
' c
L rt.
[Inc!. curbtan❑ railsK
I
.I
.I .
.
.
.
.I
rrd
(TOTAL
......
�•�
?
\O
N
v
co
CTl
N
v
O
%.D
N
J
4-
M
.-
M
N
O
LT
N
.
CTI.
O
O
M
N
N
•.D
N
308,75
279,381
332,534
i
1
Kan-
emoto
L
%.O
CO
'0
N
1 DBL.
0
M
1--
N
N
DBL.
LI\
CO
N
M
N
DBL.
.S
.-
LT
1.11
N
DBL
126,68o
DBL l
39, 120 1
Homestead
A B
Lll
f-.
N
N
M
O
LT
M
0
M
0
O
CT
N
M
N
«
0
M
32,100
0
0
V3
«
Lf1
Ltl
al
L11
S
0
M
M
N
O
%.O
al
Lt1
al
Lt\
‘O
111
0
0
N
01
-S
70,800
Pon-
erosa
O
111
CO
CO
N
LA
N
Ltl
'O
N
25,730
01
'0
CO
t\
N
31,100
a)
(1:1
>1
Z
H
0
Z
• r•C
O
CTl
10
M
CO
-1'
«
LT
M
«
a
CTl
CO
in
«
-7
0
O
dl
«
O
0
LT
s.O
%.O
co
t\
r\
VD
59,885
m
t.11
0
N
'D
0
0
0
L11
VO
Pine
Haven
u"
N
N
t`
N
N
al
N.
'.0
N
O
N
M
In
N
VO
'.0
-
Ol
N
28,150
39,8141
Deer
Crest
O
LT1
N.
N
CT1
N
CTl
Lf\
(V
25,070
t\
-
N
VD
N
0
0
Ql
N
01
CO
«
M
I H
O R1
r--1 •r{
O 0
()
U1
N
—
-
Ln
N
24,683
Lfl
Lfl
N
«
LT
N
CO
.--
«
VO
N
0
0
..
«
N.
N
0
0
'.0
«
CT
4
Seasons
O
111
d
«
M
Cl
CTl
0
«
--
M
0
CTl
CT
«
t\
N
Lfl
M
«
f\
N
0
0
0
al
N
.
__on
Fall River Vlg
A. B.
L11
LT
0
«
al
N
L11
%0
?
«
-
N
O
vD
CO
-
'.D
N
'.O
N
N
«
L11
N
O
LI\
'.D
«
0
M
O
0
CO
0
4-
O
'.0
4'
«
1•-•
M
4-
CO
1s,
«
CO
M
0
N
N
«
N
CTl
0
.7
«
CO
0
0
'.D
«
'.0
50,400I
BIDDER
•
.-•
to
C
O
(J
J
Q
w
0
0
to
Q
t.3
Z
—
Y
Z
Q
cc
C
•
to
0
t.)
Q
Z
=
J
i.+
in
C
0
U
O
f..)
W
ce
O
U
_MORAN
DACAR, Inc.
JATCKO
N M Lf\ v0 t\ CD CT 0 N M LA v0 n CO CTl 0 N M -1 1.11 '.0 n c0 o• O
04 04 04 04 N N 01 01 04 01 0",