HomeMy WebLinkAbout7C Northwood Rd Imp Project
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ST AFF AGENDA REPORT
DATE:
7C
JOHN WINGARD, ASSISTANT CITY ENGINEER
CONSIDER APPROVAL OF CHANGE ORDER NO. I for PROJECT
94-02, NORTHWOOD ROAD
JUNE 3, 1996
AGENDA #:
PREPARED BY:
SUBJECT:
INTRODUCTION:
For Project 94-02, additional work and a change in the design of the plans
have required the preparation of a Change Order. A Change Order for this
additional work has been prepared and enclosed in the Agenda packet for
Council approval.
BACKGROUND:
The contractor, Valley Paving Inc., and their subcontractors, have
submitted prices for three items identified on this Change Order. The
additional work is described and itemized costs are shown on the enclosed
Change Order form. A total of three (3) additional items are described
with the total net cost of the Change Order being a decrease of$1466.58.
DISCUSSION:
The first item on the Change Order covers the use of recycled
bituminous/gravel as a substitute for Class 5 aggregate base. Valley
Paving has negotiated a price with the City for $5.00 per ton to mill the
bituminous and gravel on Northwood Road and then salvage the material
for use as aggregate base. The use of this material will save the City
approximately $10,000 and the material provides a good surface for the
residents to drive on during the construction of North wood Road. The
recycled material has been tested by SPC Engineering and Testing Inc.
and it meets the MnDot specification for Class 5 aggregate base.
The second item involves construction of a water quality treatment pond at
station 14 + 00 to treat the storm water runoff of approximately 40 acres
before the runoff discharges to Prior Lake. The proposed pond would be
located on the lakeshore side of North wood Road on Scott County Park
property 1000 feet north of Center Road as shown on the enclosed plan
sheet. The City has obtained the easements for this pond from the County.
The costs to construct the pond at station 14 + 00 is $6,233.42 as shown
on the attached cost estimate sheet. The embankment item is a negotiated
unit price item which involves the construction of a berm with compacted
clay material along the east edge of the pond. The original items bid with
the project did not include an embankment item, therefore the Change
Order is needed to approve of the negotiated unit price. Property owners
adjacent to the pond have been contacted and have no objection to the
proposed water quality pond.
The third item involves the removal and replacement of a faulty hydrant at
station 19 + 60 left. The hydrant is near the lift station south of Butternut
16200 Eagle Creek Ave. S.E., Prior Lake. Minnesota 55372-1714 / Ph. (612) 447-4230 / Fax (612) 447-4245
AN EQL'AL OPPORTUNITY E:YIPLOYER
AGENDA7c.DOC
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MAY-28-96 TUE 23:06
MSA CONSULTING ENGINEERS
FAX NO. 6126449446
P, 02/06
No.
1
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I
I (InstrUctions on reverse side)
C~'iGE ORDER
PROJECT: Northwood Road DATE OF ISSUANCE:
May 28, 1996
OWNER: City of Prior lake
(N;une, 16200 Eagle Creek Avenue OWNER's ?rojeet No.
Address) Pr ior Lake, Minnesota 55372
94-02
CONTRACTOR:Valley Paving Co. Inc. ENGINEER:
8800 13th Avenue East
Shakopee, Minnesota 55379
MSA. Consulting Engineers
l326 Energy P~k Drive
St. P:1u1. MN 55108-5202
CONTRACT FOR: Grading, Storm Sewer and ENGINEER's Project No.
Street Improvements
102-25030
You ~c dirc:ctc:d to m61kc the following changes in the Conc:ract Documents.
1. Use recycled bituminous/gravel as a substitute for Class 5 new.
Description: 2. Construct a water quality treatment pond at 14 +00 right, '.jper
City plan.
3. Remove existing/install new hydrant at 19+60 left.
1. To save on cost of new aggregate;by~using.onsite material
Purpose ofCh:mge Order:2. To add water quality treatment prior to discharging
storm water into Prior Lake.
3. Replace faulty hydrant -with other' utility work.
Attilchments: (List documents supporting ch:mge) City of Pr ior lake Memo 5 -15 -9 6
Cost Summary
CHANGE IN CONTRACT PRlCE:
CHA!'lGE IN CONTRACT mtE:
s
880,525.38
Original Contract Time
90 days (August 10,1996)
Original Contract Price
daY' ar '*-
Previous Change Orde~ No.
o
to No. 0
Net cb.ange from previous Change Orders
. 0 days
s
. .' : ". 0 _..
.'"
s
880,525.38
ConU'Jct Time Prior to this Ch:1Dge Orde:-
90 days (August 10,1996)
Contr:1ct Pric: prior to this Change Ordc:r
cia", at .w.
Net ~"(Decre:1Se) of this ChiUlge Order
Net Increze (Decre:lSe) of this Change Order
s
1 466.58
O~daV's
~
s
879,058.80
Contract Tune with all approved Change Orde~
90 days (August 10,1996):
COCtr:lct Price with all approved Change Ordc:rs
cia.,. ar ...
RECOMMENDED: (\/\ n
B~VJ~~
MSA. Consulting Engineers
APPROVED:
by ~ 'W~
Owner
APPROVED:
by
CODtrilctor
ECOC No. 19t0-3-a (1983 Ediaoal
..,n
1n., m~ .~n
MAY-29-96 WED 6:12
MSA CONSULTING ENGINEERS
FAX NO. 6126449446
P. 02/02
. .
h
CHANGE ORDER NO. 1
Northwood Road 94-02
Grading, Storm Sewer, and Street Improvements
Prior Lake, Minnesota
102-025-30
May 28, 1996
COST SUMMARY
1. Use of recycled bituminous/ gravel in lieu of Class 5.
(6050 LF)(6" /12)(30 wide) (1. 86tn/27cy) =6252 tons
Estimated 6250 tons @ $l.60/ton = 510,000 deduct.
Class 5 100% crushed, 6250 tons @ $6.60 Deduct $41,250.00
Reclaimed pavement, 6250 tons @ $5.00 Add $31,250.00
2. Water quality treatment pond at station 14+00 right. Add $6,233.42
At unit prices per City cost summary schedule.
3. Remove and install new fire hydrant. Add $2,300.00
Change Order No. 1
Net Change
Deduct
$1,466.58
MAY-28-96 rUE 23:07
HSA CONSULTING ENGINEERS FAX NO. 6126449446
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P. 03/06
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MEMO
MAY IS. 1996
BlUANMAKl, VALLBYPAVING
STEVB CAMPBELL. MSA
JOHN WlNGARD. CITY OF PRlORLAKE ~~
RE: NORTHWOOD ROAD
CI1Y PROJEct' 94-02
The City of Prior LakD wiJl al10w you. to use rec;ycled bituminous/gravel as a substicute for Class 5
aggregate base OIl tho Nortbwood RDad project. the City will aJlaw DO more 1hm a 6" dUc1mcss to be
placed at the bottom afthc C1ass S agp~ base. Each day Str:Ya Crawford with MSA and Crls Blake
with Valley Paving will measure the quantity coaIpactecl hi place.
The convenioD fa.c:tar forth. mab:riaI ihalt be 88 (allawa:
t O~ "J /I.
in yd2.
I 86 Ton
-
CY
Valley Pavingl, pric:e to the City is 55.00 per ton for the recycled bitum.iaoaslgravcl. The City and MSA
Ccm.sultiDg Engineers will process a Change Order to the project to obtain City Council approval for thi3
new item.
The milling of the bituminous will be paid for as removal of bituminous. Also, Valley Paving wilt
remove all chunks of bituminous bc:fcrc placing the recycled material.
By using the recycled material, the City will be able to save S 1.60 per ton. So, depending an how much
arthis material we are able to salvage, the City should be able to save $5,000 to 510,000.
VaDe)' Paving will Deed to aLlow 1110 City to tolerance the subgrade excaV1dion and measure the recycled
material after it is placed.
Attached is a copy of the sieve analysis to check to see If the material meets a Class S specification.
The City would also like to include the CODStnJdiOD of the water quality treatment pond at station 14-HlO
riGht in the Change Order. Jaffhas prepared the plans and the enclosed bid tabulation sheet.
Enclosures: Sieve Analysis
Pond Bid TahuIatfOl1 Sheet
cc; Laay Andeaoa, City of Prior Lake
Paul Boettcl1er. MSA
JcffEv=s, City of Prior Lake
162~~.s.e.t Prior I...ak2. Minnesota 55372-1714 I Ph. (612) 447-4230 I Fax (612) 447-4245
AN EQUAt. OPPOf(1'lJNTIY z:Mt'l,.OYm
'W.." ~WI .,V
MSA CONSULTING ENGINEERS FAX NO. 6126449446
........ ..- .,.. -... ---- -_.._~_.
VALLEY PAVING tHC. TE~:612 445 0355
P. 04/06
p, 002
PPoGI 1:Z
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MAY-28-96 TUE 23:08
MAY.-14' 96 (TUE) 13:01
85/1d/1996 11~S3 _12653634'
&pC ~(TtN1-:~a~ &..Jl=_ctTTNO~
741. Catbraok Laco St. Paul, MN 55121 Ph. (612) 853~9 Fax (612) 19S-4366
AGOBEGATB GllADATION
"tEST NETHOD: SIEVE ANALYSIS
CI..IBNT: VAJ.:U!YPAVING
Arm: Bryan Maki
8800 - 13th Ave. East
m,.mD- MN' 553'19
BEPOllT DAlE: MAy 14, 19~5
PAGE. 1
PltOJECI m: 6.512.1-V
Northwoocl bad
Prim'LaJcB. MiDrJ.esct&
Valley Job I#IO~
Material: 0.. 5 (rcc:yc:le biramiaoWl J aravw:I>
Source cl Sample: lob Site
SBOp!ed :By: By Calltnl:tor. VIIiIay PaviDs ~~
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lJll= Sampled:. S/13J96 ,". 1\\ ~\ ~ ..
I.~~ }W.~
Trsst No.: 1 2-
Location: job site: job site"
si..,8 Percant Pet=:a. Specificazian
~i 7..8 P....i'"I P....:in, ~flT~'~A
III 100 100 toO
3/4- 96 94 gO - 100
S/8" 93 90
1.12- 18 8S ..
3/8- 11 77 SO . 90
114 69 68 3S - 80
jJIO 52. 52- %0 . 6S
140 20 14 to -3S
#200 8,] 6.5 3 -10
C~~ pass paa
Plea5e be ~ that the abovw teat reaalts are a. randcm sample of'!e1d conditions. ThIIy flJl1Y or may Gat be.
"pr~ of'the entire an:&. No ,..,.ucU.Jy of"tU site is awfe or implied...
~)' Submitted.
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