HomeMy WebLinkAbout2005-189 CONT Chg Order - LTM Inc
r~'
C\TY RECORDER'S COpy
CITY OF
ASHLAND
20 E MAIN ST.
ASHLAND, OR 97520
(541) 488-5300
Page 1 /1
10/15/2004
05473
VENDOR: 000100
LTM INC
POBOX 1145
MEDFORD, OR 97501
SHIP TO: Ashland Public Works
(541) 488-5587
51 WINBURN WAY
ASHLAND, OR 97520
FOB Point:
Terms: Net 10th of Month
Req. Del. Date:
Speciallnst:
Req. No.:
Dept.: PUBLIC WORKS
Contact: Paula Brown - Street
Confirming? Yes
~d~: Account Payable
20 EAST MAIN ST
41-552-2028
A HLAND, OR 97520
E 260.08.12.00.70420
E 260.08.34.00.70420
/
~J
~ ~ cr'J1or
Authorized Signature
VENDOF~ COPY
f~, for.a Purchase
CITY OF
ASHLAND
REQUISTION FORM
Date of Request:
THIS IS A REQUEST FOR A:
[X ] Change Order (existing PO# 05473 )
Required Date of Delively/Service:
Vendor Name:
Address:
City, State, Zip
Phone:
Project Title:
Project Number:
L TM INCORPORATED
PO BOX 1145
MEDFORD OR 97501
2004 STREET IMPROVEMENT PROJECT
200405 / ~
Services On Iy
Description
2004 Street Improvement Project - Walker Avenue Tum Lane Installation, Ecist
Main Street Reconstruction, Tolman Creek Widening, Hersey Street Widening
Account Number
Total Cost
Change Orders 1 - Itemized Below
Dash 301 Construct french drain (Tolman Creek Road)
Dash 302 Over excavate on sewer main (Tolman Creek Road)
Dash 303 hard rock excavation additional time (Tolman Creek Road)
Dash 304 additional material and installation of storm drain (Tolman Creek Road)
Dash 306 overexcavate soft spots (Toman Creek Road)
Dash 309 raise adidtional sanitary sewer sewer manhole (Tolman Creek Road)
Dash 310 remove additional curb and gutter (Toman Creek Road)
260.08.12.00.704200 - 72%
Account Number
260.08.34.00.704200 - 28%
Employee Signature:
NOTE: By signing this requis" fo
Supervisorl Dept. Head Signature:
certify tha the above request meets with Ctiy of Ashland Solicitiation Process requireinerlts d can be prollided when necessary.
~/
*Please attach the Original signed contract and Insurance Cerliticates.
. {j,,tW-'-
G:Pubwrks\Eng\QeptAdmin\Engineer\Project\99-38 Schedule A Change Orders\04-05 CO 1 Requisitionxls
Updated on: 10113103
Dash-Number Summary
To/man Creek Road
Tolnlan Creek Road Dash-Nul1lber Sunullarv
Dash-Number #301 - Time & Materials to Construct French Drain
L TM uncovered an existing french drain that needed to be dealt with. The plans showed a connection to an
existing 6" concrete pipe that was to be connected into the system at the new inlet at Station 21 +53.44. It
was discovered that the 6" pipe was actually a french drain that emptied into the ditch line at this location
and the pipe itself was not actually flowing any water. L TM uncovered the entire length of the french drain
and reinstalled approximately 155' of 6" drain pipe in 2 1/2" drain rock. This rock and pipe was connected
to the existing 12" concrete pipe at the north end of the prc~ ect and will carry the water to the pelican across
Tolman Creek Road on the Northwest comer. Some 4"-0 was also used to backfill in the area around the
Lithia Waterline crossing as there was a large trench line that ran through the excavation area.
Dash-Number #302 - Time & kfaterials to Ove-rexcavate Areas of Excessive JfTater
Area above sewer line had excessive water above it and the area above the Lithia Waterline crossing had a
small area with problems. L TM excavated areas with exc{~ssive water and pumped out water. They then
replaced over-excavated areas with structural material. Roger advised on major water issue above sewer
line. Area had significant deflection and it was advised that material was removed to an approximate depth
of 6' from existing surface for approximately 25'.
Dash~Number #303 - Time & Materials to Finish Storm Drain Crossinf! (ii) North Eml of Proiect. Hard
Rock Excavation Time
Area inside altered storm drain crossing from northern most pelican to ditch line on E. Main had a
significant amount of sandstone in it which made digging difficult. Near the end of the run on E. ~v1ain a
direct burial phone line crossed the excavation area. In order to not damage the wire with the removal of
rock, L TM used a jackhammer to break up the rock.
Dash-Number #304 - Time & ~faterials to Excavate Storm Crossin!! (ii) Station 3+22.57
LTM tracked Time & Materials since the City had to change the type of pipe to ductile iron (See FC #006)
because of conflicts with existing utilities. They had some: difficulty tying into the existing pelican. It had
been poured with extra thick walls and it took extra time to punch through the side.
Dash-Number #305 - Time & "Nlaterials to sawcut & remove extra 6" of AC ed!!e
Spoke with Jim about having L TM remove an additional 6" along the length of the Tolman Project. The
edge had broken away in many spots and the existing asphalt had been undermined in spots as well. L TM
will have LLAD saw-cut along entire length and then will remove the strip of asphalt.
PA1D THIS AS A BID ITE:H
Dash-Number #306 - Time & Materials to Overexcavate Soft Soots on South-End of Proiect
Had some areas that showed some softness and was worried the area would not hold up well after being
paved. L TM over-excavated areas as advised and marked out by either me or Roger.
Dash~Number #307 - Time & Materials for Qwest damm~
The City will not be charged for this dash number but I do have a copy of the extra work report for this
issue.
Dash-Number #308 - "Nlaintain Resident Access to Drivewavs
Asked L TM to build rock ramps and put down steel plates to ensure that driveways to properties n~mained
open. L TM used their steel plates along with some rental plates.
H:\PROJECTS\04-05 (2004 Street Improvement Project) I Paym entsIDash-Num ber Summary - To/man Creek Road.doc
7/19/2005 10:32:41 AM
Dash-Number Summary
To/man Creek Road
THIS JVORI( IS AN INC1DENl:4L ITEl\! THATIS INCLUDED LV lIfE SPECTFICATIONS" .SYJ
.THE CITY lfi>tS l'/OT BILLED FOR THIS.
Dash~Number #309 - Time & Materials to saw-cut & remove AC and adiust manhole that had been
covered bv Bus Stop
Chris Stark had located a possible manhole in front of the RVTD Bus Stop at the Tolman/Abbott
Intersection that was not shown on the plans. L TM did find the manhole during excavation, so I asked
them to raise and adjust the manhole to finished grade. A section of additional asphalt needed to be
removed and some adjustment rings were needed.
Dash-Number #310 - Time & j},faterials to remove curb and flutter to widen drivewav
Roger okayed the removal and widening of the southern most driveway (driveway into the field) at 200
Tolman Creek Road. The curb and gutter had already been poured and a 16' driveway had been installed as
per plan. The owners use that particular gate to deliver hay to the cows and they said that they could not
make it into the gate with such a narrow curb cut. Roger okayed widening the driveway to 30' wide.
H:\PROJECTSl04-05 (2004 Street Improvement Project)IPaymentslDtlsh-Number Summary - To/man Creek Road.doc
7/19/2005 10:32:41 AM
Dash-Number Summa To/man Creek Road
301 $1,311.31 $461.24 $1,611.60 $390.00 $3,774.15 $288.49 $418.68
302 $353.05 $124.18 $87.00 $75.00 $639.23 $77.67 $48.65 Over Excavate over Sewer Main
303 $453.92 $159.66 $0.00 $113.16 $726.74 $99.86 $46.38 $872.98 Hard Rock Excavation Additional Time
304 $1,484.12 $462.57 $1,530.48 $0.00 $3,477.17 $326.51 $338.82 $4,142.49 I~~~~~~ona~ ~ateri~l a~~.Installa,tio~ ~~ S;~rm D~~i~ m~ 'r> ~T~ T~~_ .
305 $2,081.71 $641.62 $0.00 $4,297.14 $457.98 $376.62 $0.00 Aaamonal ~awcm ana Kemoval or A\...- r..age - r A r ~JJ A~ IUJJ I 1 ~lVl
S510.9( S295.0: Over Excavate Soft
$59.41 Protect Curb & Sidewalk - INCIDENTAL, NOT BILLED
$262.58 $0.00 $333.54 $57.77 $12.06 Raise Additional SanitalY Sewer Manhole
$232.16 $65.00 $445.71 $51.08 $36.30 Remove Additional Curb & Gutter
H:\PROJECTS\04-05 (2004 Street Improvement Project)\Payments\Dash-Number Summary 7/11/2005 3:45 PM
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H:IPROJECTS\04-05
2004 Street Improvement Project)IPaymentslTolman Creek Rd\Tolman Bid Breakdown
8/23/2005
:53 PM
Tolman Creek Road Bid Breakdown/Calculations
2.
3.
4.
5.
6.
7.
8.
9.
10.
l1.
l2.
l3.
14.
15.
16.
17. 24" Storm Drain
18. 24" CMP at Station 15+67.14
19.
20.
2L
22.
23.
24.
25.
26.
27.
28.
29.
30.
31.
32.
33.
34.
35.
36.
37.
38.
39.
40.
~1~'ri~;e~10I!
$2,500.00 $2,500.00 .00 $2,500.00 $0.00
$6,500.00 $6,500.00 .00 $6,500.00 $0.00
$900.00 $900.00 .00 $900.00 $0.00
$1.50 $3,420.00 490Q,Q(} :$n~.:sQ,:OQ ,l3,9JQ;Pq;~fJ * Eini
$17.00 $289.00 0.00 $0.00 $289.00
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$25,000.00 $25,000.00 1.00 $25,000.00 $0.00
$3,000.00 $3,000.00 1.00 $3,000.00 $0.00
$0.65 $1,833.00 2820.00 $1,833.00 $0.00
$137.00 $1,096.00 1.00 $137.00 $959.00
$55.00 $3,960.00 0.00 $0.00 $3,960.00
$40.00 $6,040.00 100.00 $4,000.00 $2,040.00
$135.00 $675.00 0.00 $0.00 $675.00
$90.00 $990.00 0.00 $0.00 $990.00
$860.00 $3,440.00 4.00 $3,440.00 $0.00
$2,000.00 $2,000.00 0.00 $0.00 $2,000.00
$1,000.00 $1,000.00 0.00 $0.00 $1,000.00
$1,000.00 $1,000.00 1.00 $1,000.00 $0.00
$375.00 $375.00 ;~,P() $1~r2$:PQ .~$1$O.QQ'<f ",~iQIfbm.&tiqt~bid.bYM\rqtiessandAs$o(;fates
$300.00 $900.00 0.00 $0.00 $900.00
$700.00 $700.00 1.00 $700.00 $0.00
$60.00 $21,000.00.434.00 $2(j:"04(J.QO" ~$S;Q4Q;oQ\.;-' *ttMWs~gl~i4:':oaii4mC)re3/4.."6
$23.00 $21,620.00 840.00 $19,320.00 $2,300.00 _
$56.00 $26,040.00 591iQQ'; $33,Q96.QOI".H~J! ~P!d}t~~:~B~.~WHlp,Y.M~~~~":'t~
$8.00 $18,208.00 248.Q;QO $1$;440.00'>$32.00:\~';' *i3i4 j~ri!~a~~bi4I:Ji~iU:qV~
$3.00 $1,230.00 240.00 $720.00 $510.00
$2.75 $132.00 117.00 $311.75 $l.89.75)" *.Altei~d~ignto be#~ffitarea
$17.00 $1,700.00 100.00 $1,700.00 $0.00
$460.00 $460.00 1.00 $460.00 $0.00
$160.00 $2,560.00 16.00 $2,560.00 $0.00
$85.00 $1,360.00 16.00 $1,360.00 $0.00
$85.00 $85.00 1.00 $85.00 $0.00
$400.00 $400.00 1.00 $400.00 $0.00
$200.00 $400.00 2.00 $400.00 $0.00
$450.00 $450.00 1.00 $450.00 $0.00
$600.00 $600.00 1.00 $600.00 $0.00
$65.00 $65.00 1.00 $65.00 $0.00
$20.00 $20.00 1.00 $20.00 $0.00
$200.00 $400.00 2.00 $400.00 $0.00
$100.00 $300.00 3.00 $300.00 $0.00
~lllr{~i];OlIII~" ~ --
$165~648.00 $166,322.7'5 ,374:75 C/fkN~ 6J1J;>~ -'113
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410
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H:IPROJECTSI04-05 (2004 Street Improvement Project)IPayments\Dash-Number Summary
Hersev Street
8/23/2005
1: 53 PM