CR 94-61 CO 5 & 6 Authorize Final Payment
---
\ y
. ~ , 0
· · :m:
.y G:>
March 28, 1994 0 P K \ ~ Council Report 94-61
4It APPROVE CHANGE ORDERS 5 & 6
AUTHORIZE FINAL PAYMENT
MAINSTREET RECONSTRUCTION PROJECT 90-04A
Proposed Action.
staff recommends adoption of the following motion: Move that Council
authorize Chanqe Orders No. 5A and No. 6A and the Final Payment
Application as they concern the Mainstreet Reconstruction Project
90-04A - streets.
Overview.
Council in previous action has approved four other change orders that
have arisen in connection with the City's contract with C.s.
McCrossan, Inc. as part of the Mainstreet project. McCrossan has
performed street reconstruction under this contract. The consultant
advises this request represents final contract and extra work on this
project phase.
Primary Issues to Consider.
o What is the justification for the change orders?
The major cost element in SA is the cost for traffic control to
construct Mainstreet in north and south segments from 15th Avenue
to Shady Oak Road. The City requested this staging scheme
because of business and resident access concerns. Item 5 is a
... cost to be recovered from the responsible party and Item 6 was
.., recovered as part of a private improvement assessment.
The major component of 6A is the intersection work required at
Mainstreet and Shady Oak Road. This is an amount that fell under
previous Council scrutiny and was approved. The change order
costs do not include the traffic lights.
o What are the costs?
The net change of Order No. 5A is an addition of $16,268.42. The
net change of Order No. 6A is an addition of $70,446.27.
Council should note that authorization of final payment involves
a net increase to original contract work in the amount of
$6,606.18. This is in addition to the change order work.
o Staff recommendation:
Staff concurs with the change order amounts and the final pay
estimate as prepared by RLK Associates. Staff recommends
approval and final payment to C.S. McCrossan, Inc.
supporting Information
o Change Orders SA and 6A with explanation
Final Payment Application
4It ~ ~--
J\ es Gessele
Engineering Superintendent
.
CHANGE ORDER NO. 5A
RLK Associates, Ltd.
922 Malnstreet Date: December 27, 1993
_kll1S, MN 55343
S.P. NO: 132-341 06
0: C.S. McClOssan, Inc. Contract/Project No. 90-04A
7865 Jefferson Highway, Box 1240 Description: Hopkins Mainstreet
Maple Grove, MN 55369
Contract Date: July 9, 1991
CONTRACT FOA: STREETS
YOU ARE HEREBY DIRECTED TO MAKE THE FOLLOWING CHANGES TO THE ABOVE MENTIONED CONTRACT:
Unit Qty. Unit Price Total Price
ADDITIONS:
Traffic control to construct Mainstreet
ill nQrrh and south halves L.S. 1.0 $12,262.50 $12,262.50
MIllings - Place, maintan, and dispose ~
from 15th Avenue to 17th Avenu TON 285.0 $5.85 $1.667.25
Water for dust control MGAL 50.0 $20.00 $1,000.00
Adjust frame and ring castings EA 2.0 $165.00 $330,00
Jack hammer pavement and curb on
NE corner of 16th Ave. for
removal
lBdl (0 Egan fIeld Nowak) L.S. 1.0 $434.00 $434.00
_itlOnal preparation grading for
NAPA parking lot before paving LS. 1.0 $800.00 $800.00
Removal of concrete sidewalk
panels for new sign collars in front
of St. Joseph's Church L.S. 1.0 $2.50.00 $ 250.00
Removal at concrete sidewalk
panelS for relocation of sign
coll3rs in front of Suburban Chev L.S. 1.0 $308.00 $308.00
EXCJv3[IOn for bus pad at SW corner
oi 13th Ave. & Malnstreet
(per City) L.S. 1.0 $119.00 $119.00
Removal of extra material due to poor
compaction by subcontractors
and utility companies L.S. 1.0 $600.00 $600.00
CREDITS:
Backcharge to C.S.McCrossan for
the u~mporary feed for the existing
srreet light at Glenrose Floral L.S. 1.0 [$430.33) [$430.33)
Backcharge to C. S. McCrossan for
light and pole repair at Glenrose
Floral L.S. 1.0 ($l,072.00l ($1.072.001
. $16,268.42
CONTRACT STATUS PER THIS CHANGE ORDER ACCEPT ANCE
The tlme to complete the contract is
.x_ Unchanged
Increased by _ Days
Decreased by _ Days
The date of completion is Now
Onginal Contract Sum $789,718.91 OWNER
CITY OF HOPKINS
Net Change by Previous
Change Order $11,827.62 By
Date
Contract Sum prior to
this Change Order $801,546.53 ASSISTANT DISTRICT ENGINEER
X Addition By
--
Date
DeductIOn
CONTRACTOR'S AUTHORIZED REP.
Made by this Change Order $16.268.42 ~ /M.(----
New Contract Sum $817,814.95 By
Date . ! - // - 9 c/
.
.
.
EXPLANA TION OF ITEMS
CHANGE ORDER NO. SA
HOPKINS MAINSTREET RECONSTRUCTION
CITY PROJECT NO. 90-04A
Item #1... Traffic Control to Construct Mainstreet in Halves...$12,262.50
-
The specifications for the project alJowed the contractor to construct Mainstreet from 15th
to Shady Oak Road as a single piece by closing the street to traffic and allowing local access
only. C.S. McCrossan began construction from 15th to 17th in this fashion. Because of the
concerns of the businesses and residents, the City requested that the wo.-k be completed in
the same fashion as Segment 3. This item is to cover the increased traffic control costs
associated with the change.
Item #2...Place/maintain/remove Millings 15th to 17tl1...$1667.25
. When the change in construction sequencing west of 15th was made, the pavement between
15th and 17th had already been removed. This item covers the costs associated with
maintaining traffic on this stretch of road as requested by the City.
Item #3... Water foro Dust Contro1...S1000.00
The change in sequencing west of 15th required the contractor to do more dust control than
the original sequencing would have. This item is to cover the cost of that dust control.
Item #4...Adj ust Frame and Ring Castings...$330.00
This item is to cover the cost of two adjustment on structures that were not shown on the
original construction drawings.
Item #5....Iacl\. Hammer & Remove Curb/Pavement...$434.00
This item is to cover the cost of removing new curb and pavement, Removal was necessary
because the curb at the Northwest corner of 16th and Mainstreet was staked incorrectly ltnd
did not drain to the catch basin. This item should be billed to Egan, Field, and Nowak, who
were responsible for this incorrect staking.
.
.
hem #6...Additional Prep. Grading at NAPA...SSOO.OO
During grading and subgrade preparation for the NAPA parking lot, the contractor ran into
several spots where the existing material was not usable or had to be adj listed to allow for
drainage. This item is to compensate the contractor for these additional items, which were
not in the original hid fOI. the parking lot.
hem #7...Removal of Sidewalk at Church...$250.00
This item is to compensate the contractor for removing the new concrete sidewalk in front of
St. .Joseph's Church. The sidewalk was removed to allow for revision/addition oT signage as
requested by the City.
Item #S...Removal of Sidewalk at Suburban Chev...$30S.00
This item is to cOlllpensate the contracto,' for removing the new sidewalk in front of
Suhurban ehev. This ,"emoval was necessary to revise sign locations at the request of the
City.
e Item #9...Excavlltion for Bus Pad...$l 19.00
This item is to compens~lte the contractor for excavating the location of the bus shelter pad
at the Southwest corner of 13th and Mainstreet. This work was requested by the City, and
was not originalty bid as part of the Mainstreet project.
Hem # 10... Removal of Material due to Compaction...$600.00
During the test rolJ of the subgrade between 16th and 17th, there were several locations
which had to be excavated and recompacted. The soils consultant felt that the test roll had
failed in that area due to poor comp~lction in some of the trenches dug by the utility
companies. The utility companies were not backcharged for this, because it was not possible
to isolate who was at fault. This item is to compensate C.S. l\tlcCrossan for a portion of the
actual work which RLK Associates feels was not caused by their opel"ations.
Itelll #11...Backcharge fOI' Temp. Feeding...($430.33)
This item is to charge McCrossan for the damage caused by their subcontractor, CUI'b
Masters, during sidew~llk openltious. During the process of reconstruction, the wire to the
light by Glenrose Floral was hit and damaged in a way that the light was not operational.
This item is to cover the cost of a temporar")' over-head wi.'e to the light.
e
.
Item #12...Backcharge for Repairs...($1072.00)
This item is to charge McCrossan for the costs to permanently repair the wiring to the light
by Glenrose Floral.
~
e
.
CHANGE ORDER NO. 6A
RLK AssociaTes. Ltd.
922 Malnstreet Date: December 27, 1993
'kins. MN 55343
S.P. NO.1 32-341-06
: e.S. McCrossan, Inc. Contract/Project No. 90-04A
7865 Jefferson Highway, Box 1240 Description: Hopkins Mainstreet
Maple Grove. MN 55369
Contract Date: July 9, 1991
CONTRACT FOR: STREETS
YOU ARE HEREBY DIRECTED TO MAKE THE FOLLOWING CHANGES TO THE ABOVE MENTIONED CONTRACT:
Unit Oty. Unit Price Total Price
ADDITIONS:
Mainstreet - Shady Oak Road Street Work
Original Bid L.S. 1.0 $68,400.00 $68,400.00
Keystone Retaining Wall LS. 1.0 $4,200.00 "$4,200.00
1" Overlay (2341 Wear) TONS 133.0 $30.00 $3,990.00
SUBTOTAL ADDITIONS: $76,590.00
CREDITS:
Seal Coating S.F. 50,943 $0.11 ($5.603.731
2341 Wear Course
{Turn lane in front of retaining TONS 18.0 $30.00 (540.001
.alll
SUBTOTAL CREDITS: (6,143.73)
TOTAL ADDIT1ON: 70.446.27
CONTRACT STATUS PER TH1S CHANGE ORDER ACCEPTANCE
The time to complete the contract is
_ X_Unchanged
Increased by _ Days
Decreased by _ Days
The date of completion is Now
Ongl/lal Contract Sum $789,718.91 OWNER
C1TY OF HOPKINS
Net Change by Previous
Change Order $28,096.04 By
Date
Contract Sum prior to
thIS Change Order $817,814.95 ASSISTANT DISTRICT ENGINEER
_X_ Addition BV
Date
Deduction
CONTRACTOR'S AUTHORIZED REP.
.e by this Change Order $70,446.27 -::1-' {-d____
Contract Sum $ 888, 261.22 By
Date 1-/1-7V
.
EXPLANATION OF ITEMS
CHANGE ORDER NO. 6A
HOPKINS lVIAINSTRE.ET RECONSTRUCTION
CITY PROJECT NO. 90-04A
Item #l...Mainstreet-Shady Oak Road...$68,400.00
~
This is the original bid to complete the work at mainstreet and Shady Oak Road. This
amount was approved by the City prior to the commencement of the work.
Item #2...Keystone Retaining Wall..S.J200.00
This was required due to variable grades around the Shady Oak intersection. This item is to
compensate the contractor for the cost of the installation of the wall.
. Item #3...1" Overlay...$3990.00
This item is to compensate the contl"actor for the cost of additional overlay at the
intersection of Mainstreet and Shady Oak Road. This overlay was requested by the City to
make the intersection a smoother ride.
Item #4...Seal Coating Credit...($5603.73)
This item was originally bid in the Mainstreet-Shady Oak project, but was deleted at the
request of the City. This item is to delete the seal coating from the project.
Item #5...2341 Wear Course Credit ($540.00)
Due to the installation of the wall, part of the paving was deleted from the project. This item
is to credit the City for that reduction.
.
.----
APPLICATION FOR PAYMENT NO. 14/FINAL {Revised}
PROJECT: Hopkins Mainstreet
.NER: City of Hopkins
OWNER'S PROJECT NO. 90-04A
ENGINEER'S PROJECT # 91011
CONTRACTOR: C.5. McCrossan, Inc
P.O. Box 1240
Maple Grove, MN 55369
CONTRACT FOR: Streets
CONTRACT DATE: July 9, 1991
FOR WORK ACCOMPl1SHED THROUGH THE DATE OF: December 3D, 1993
I STATEMENT OF WORK
ORIGINAL CONTRACT AMOUNT $789,718.91 WORK TO DATE $894,867.40
NET CHANGE ORDERS 98,542.31 % of WORK PERFORMED TO DATE 100.74%
CURRENT CONTRACT AMOUNT $888,261.22 AMOUNT RETAINED (0 %1 $0.00
SUBTOTAL $894,867.40
PREVIOUS
. PA YMENT5 RECOMMENDED $762,705.49
AMOUNT DUE THIS PAYMENT $ 1 32,161 .91
CONTRACTOR'S CERTIFICATION:
The undersigned Contractor certifies that (1) all previous payments received from Owner on account of work done under the
Contract referred to above have been applied to discharge in full all obligations of CONTRACTOR incurred in connection
with Work covered by prior Applications for Payment numbered 1 through 13 inclusive; and (2) title to all materials and
equipment incorporated in said work or otherwise listed in or covered by this Application for Payment will pass to Owner
at time of payment free and clear of all liens, claims. security interests and encumbrances lexcept such as covered by Bond
acceptable to Owner.
~ C.S. McCrossan, Inc.
".....-- Contractor
Date: :5-)- 7(( By: /f-6~ ~~~
,
ENGINEER'S Recommendation:
This Application (with accompanying documentation) meets the requirements of the Contract Documents and payment
of the AMOUNT DUE THIS APPLICATION is recommended.
CITY OF HOPKINS
By: By:
.te: By:
Date:
MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 14/FINAL DecemblW' 3D, 1993
(REVISED)
UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
I CONTRACT ITEM UNIT PRICE OTY. AMOUNT OTY. AMOUNT AMOUNT
City Project No. 90-04A
100 Mobili:;:ation incl. field L.S. 125.000.00 1.00 $125.000.00 1.00 $125.000.00 $0.00
oHice
101 GrUbbIng TREE 60.00 31.00 1,860.00 38.00 2,280.00 420.00
102 Relocate Split Rail Fence L.F. 6.00 280.00 1,680.00 314.00 1,884.00 204.00
103 Remove Curb & Gutter L.F. 1.50 ",198.00 16,797.00 11,479.00 17,218.50 421.50
104 Remove Curb U. 1.50 200.00 300.00 287.00 430.50 130.50
105 Remove Concrete Pavement S.Y. 6.00 550.00 3,300.00 550.00 3,300.00 0.00
106 Remove Concrete Sidewslk S.Y. 0.60 10,656.00 6,393.60 11,'2.26.00 6,735.60 34'2..00
107 Remove Brick Pavers S.Y. 4.00 360.00 1,440.00 388.00 1,552.00 112.00
108 Rem. Stone Retaining Wall S.F. 2.50 500.00 1,250.00 100.00 250.00 I1,OOO.OOl
109 Rem. Cone. Drive. Pvmt. S.Y. 4.00 1,071.00 4,284.00 1,071.00 4,284.00 0.00
110 Rem. 8ituminous Pavement S.Y. 3.00 25,759.00 77.277.00 24,364.00 73,092.00 14,185.00)
111 Rem. Bituminous Sidewalk S.Y. 3.00 1,020.00 3,060,00 307.00 921.00 (2,139.001
112 Remove Concrete Planters EACH 400.00 14.00 5,600.00 14.00 5,600.00 0.00
113 Remove Timber Tree Guards EACH 65.00 22.00 1,430.00 22.00 1.430.00 0.00
. Rem. Cone. Light Std. Base EACH 100.00 130.00 13,000.00 115.00 11,500.00 11,500.001
115 Sawing Concrete Sidewalk LF. 2.10 5.172.00 10,861.20 8.600.00 1 B,OOO.OO 7,19B.80
116 Sawing Concrete Pavement l.F. 4.00 150.00 600.00 150.00 600.00 0.00
117 Sawing Bituminous Pavement L.F. 2.90 6,272.00 18.18B.80 11,296.00 32,758.40 14,569.60
118 Subgrade Prep. for Streets S.Y. 0.50 28,062.00 14,031.00 26,658,00 13,329.00 (702.001
119 Agg. Bsse placed 12" Th.
Class 5 S.Y. 7.17 7,877.00 56,478.09 7,169.00 51,401.73 (5.076.361
120 Agg. Bsse placed 6.5" Th.
Class 6 S.Y. 4.00 19,186.00 76.744.00 18,661.00 74,644.00 (2,100.00)
121 Agg. Base placed S" Th.
Class 5 S.Y. 4.00 384.00 1,456.00 828.00 3,312.00 , .856.00
122 Agg. Base placed, Class 5 TON 12.00 150.00 1,800.00 1,000.00 12,000.00 10,200.00
.
RLK ASSOCIATES, LTD. PROJECT NO. 90-04A PAGE 1 chkd. by _
MAINS'fREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 14JF1NAL December 30, 1993
(REVISED)
.
UNIT CONTRACT SCHEDULE WORK COMPLETED COMPENSATING
ITEM CONTRACT ITEM UNIT PRICE aTY. AMOUNT QTY. AMOUNT AMOUNT
123 Mill Bit. Surface n-) S.Y. 0.75 3.312.00 $2,484.00 4.204.00 $3,153.00 669.00
124 Base Course Type 31,
placed 2" Thick S.Y. 5.00 384,00 1,820.00 178.00 890.00 (930.00)
125 Base Course Type 31,
placed 3- Thick S.Y. 3.25 17,082.00 55,516.50 17,302.00 56,231.50 715.00
126 8ese Course Type 31,
placed 4" Thick S.Y. 4.85 7,877.00 36,203.45 5,934.00 28,779.90 (9,423.55)
127 Wear Course Type 41,
placed 1 1/2" Thick S.Y. 4.20 364,00 1,528.80 178.00 747.60 (781.201
128 Wear Course Type 41,
placed 2" Thick S.Y. 2.30 17,082.00 39,288.eO 17,302.00 39,794.60 500.00
129 Binder Course Type 41,
placed 2- Thick S.Y. 3.10 7,677.00 24,418.70 5,493.00 17,028.30 !7,390.40)
130 Wear Course Type 61,
placed 1 H Thick S.Y. 1.78 11,414.00 20,316.92 11,272.00 20,064.1 B (252.76)
131 Wearing Course Mix. (MOD),
Type 41 TON 26.00 100.00 2,800.00 216.00 6,048.00 3,248.00
132 Leyeling Course Mix. (MODI
r ype 41 TON 26.00 300.00 7,800.00 290.00 7,540.00 (2BO.OOl
. Bituminous Tack Coat GAL. 1.35 2,672.00 3,607.20 2,675.00 3,611.25 4.05
Construct Stone Retaining
Wall S.F. 8.00 500.00 4,000.00 0.00 0.00 (4,Ooo.00l
135 Sidewalk Trench Drain EACH 600.00 4.00 2,400.00 0.00 0.00 (2AOO.OOl
136 Adjust Valve Boxes EACH 1 10.00 44.00 4,840.00 50.00 5,500.00 680.00
137 Adjust Frame and Ring
Castings EACH 165.00 69.00 11,385.00 43.00 7,095.00 (4,290.00)
138 Cone. Curb Design, 8-618 L.F. 5.00 11 ,422.00 57,110.00 12,042.00 60.210.00 3,100.00
139 Traffic Control L.S. 30,000.00 1.00 30,000,00 1.00 30,000.00 0.00
140 Construct Special Traffic
Signs - S.F. 35.00 448.00 15,660,00 696.00 24,360.00 8,680.00
141 2' X S' Inlaid Pavement
Striping EACH 80.65 293.00 23,689.05 293,00 23,689.05 0.00
SUBTOTAL PROJECT 90-04A $789,716.91 $796,325.09 $6,606.18
.
RLK ASSOCIA rES, LTD. PROJEC'f NO. 90-04A PAGE 2 chkd. by _
MA1NSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 14/FINAL December 30. 1993
(REVISED)
. UNIT CONTRACT SCHEDULE WORK COMPLETED
CONTRACT ITEM UNIT PRICE OTY. AMOUNT OTY. AMOUNT
CHANGE ORDER NO.1
Extra trucking to add node
at 6th & Mein L.S. 425.00 1.00 $425.00
Remove timber planter at
northwest corner of 6th
and Mein L.S. 630.50 1.00 630.50
SUBTOTAL CHANGE ORDER NO.1 $1,055.50
CHANGE ORDER NO.2
Remove exist. wall @ City
parking lot L.S. 971.50 1.00 971.50
Replace bad subgrede
fill void at Mainstreet
Bar and Grill l.S. 3438.32 '.00 3.438.32
E)(pose/Fill areaway at
101 1 Mainstreet l.S. 440.50 1.00 440.50
Remove tank under sidewalk
at lOll Mainstreet L.S. 446.50 '.00 446.50
SUBTOTAL CHANGE ORDER NO.2 $5,296.82
. CHANGE ORDER NO.3
Remove tank under sidewalk
at 72.0 Mainstreet L.S. 375.00 1.00 375.00
Crew downtime while City
removed tree at 712 Main L.S. 457.5 1.00 457.50
Remove areaway at Mainstreet
Bar & Grill L.S. 1,169.50 1.00 1,169.50
Subgrade stabilization at
s.w. 10th Ave. and
s.e. 11th Ave. L.S. t ,268.50 1.00 1,268.50
SUBTOTAL CHANGE ORDER NO.3 $3,270.50
~
CHANGE ORDER NO.4
Provide holiday weekend access to
Suburban Chevrolet L.S. 584.80 1.00 584.80
Add pedestrian ramps at
13th and 14th l.S. 547.50 1.00 547.50
Overtime charges l.S. 1,072.50 1.00 1,072.50
SUBTOTAL CHANGE ORDER NO.4 2.204.80
.
RLK ASSOCIATES, LTD. PROJECT NO. 90-04A PAGE 3 chkd. by _
.
, MAINSIREET RECONSTRUCTION APPLlCA TlON FOR PAYMENT NO. 14/FINAL December 30, 1993
(REVISED)
. UNIT CONTRACT SCHEDULE WORK COMPlETED
ITEM CONTRACT ITEM UNIT PRICE OTY. AMOUNT QTY. AMOUNT
CHANGE ORDER NO.5
ADDITIONS:
Traffic control to construct Mainstreet
in north and south halves L.S. 12,262.50 1.00 12.262.50
Millings - Place, maintain and dispose
from 15th Ave to 17th Ave TON 5.85 2a5.00 1,667.25
Water for dust control MGAl 20.00 50.00 1,000.00
Adjust frame and ring castings EA 165.00 2.00 330.00
Jackhammer pavement and curb on
NE corner of 16th Ave for removal
(Bill Egan Field Nowakl L.S. 434.00 1.00 434.00
Additional preparation grading for
NAPA parking lot before paving L.S. 800.00 1.00 800.00
Removal of concrete sidewalk panels
for new sign collars in front of St.
Joseph's Church loS. 250.00 1.00 250.00
Removal of concrete sidewalk panels
for relocation of sign collars in front
of Suburban Chevrolet L.S. 308.00 1.00 308.00
Excavation for bus pad at SW corner
of 13th Ave and Mainstreet (per Cit L.S. 119.00 1.00 119.00
Removal of extra material due to poor
compaction by subcontractors and
utility companies l.S. 600.00 .1.00 600.00
CREDITS:
. Backcharge to C.S.McCrossan for the
temporary feed for the existing street
light at Glenrose Floral LS. (430.33) 1.00 (430.33)
Backcharge to C.S.McCrossan for light
and pole repair at Glenrose Aoral L.S. (l,072.00) 1.00 (1,072.00l
SUBTOTAL CHANGE ORDER 5 16,268.42
CHANGE ORDER NO.6
ADDITIONS:
Ma/nslraet - Shady Oak Road street
work - original bid L.S. 68,400.00 1.00 68,400.00
Keystone retaining wall l.S. 4,200.00 1.00 4,200.00 -
1. Overlay {2341 Wearl TONS 30.00 133.00 3,990.00
w
CREDITS:
Seal Coating S.F. 50,943 0.11 15,603.73)
2341 Wear Course (Turn lane in front
of retaining wall) IONS 30.00 18.00 (540.00l
SUBTOTAL CHANGE ORDER NO.6 70,446.27
.
RlK ASSOCIA TES, LTD. PROJECT NO. 90-04A PAGE 4 chkd. by _
-
.
. MAINSTREET RECONSTRUCTION APPLICATION FOR PAYMENT NO. 14/fINAL December 30, 1993
(REVISED)
_ CONTRACT ITEM UNIT CONTRACT SCHEDULE WORK COMPLETED
UNIT PRICE QTY. AMOUNT QTY. AMOUNT
SUMMARY
PROJECT NO. 09-D4A 796,325.09
CHANGE ORDER NO.1 1,055.50
CHANGE ORDER NO.2 5,296.82
CHANGE ORDER NO.3 3,270.50
CHANGE ORDER NO.4 2,204.80
CHANGE ORDER NO.5 18,268.42
CHANGE ORDER NO.6 70,448.27
TOTAL CITY PROJECT NO.9Q-04A $789,718.91 $894,867.40
.
~
.
RLK A550CIA TES, LTD. PROJECT NO. 9Q-.04A PAGE 5 chkd. by _