HomeMy WebLinkAbout2011-04-27 Set Agenda w/Handouts CITY OF CENTERVILLE COUNCIL
MEETING/WORK SESSION & CLO5ED
e � C � EXECUTIVE SESSION - AGENDA
��� Wednesday, Apri127, 2011
b:30 p.m. or shortly thereafter
CITY OF CENTERVILLE Set Agenda = Red
BOARD OF REVIEW &
EQUALIZATION (6:30 P.M.)
OPEN FORUM 6:30 p.m.: An opportunity for members of the public to address the City Council on items not on
the current agenda. Items requiring Council action may be deferred to staff or Boards and Commissions for
research and future Council Agendas if appropriate. You will be limited to two (2) minutes and we ask that you
conduct yourself in a professional, courteous manner, and refrain from the use of profanity. Failure to abide by this
policy may result in the loss of your privilege to speak. Persons wishing to speak will be required to complete a
sign-up sheet and give it to the Mayor or a Staff person by 6:15 p.m.
COUNCIL MEETING (Following Board of Review & Equalization)
I. CALL TO ORDER
1. Roll Call
II. PUBLIC HEARING(S)
III. APPROVAL OF AGENDA
IV. APPROVAL OF MINUTES
1. Apri113, 2011 City Council Meeting Minutes (Pages 1-'�
2. April 13, 2011 City Council Work Session Meeting Minutes (Pages 8-9)
V. CONSENT AGENDA
1. City of Centerville Apri114, 2011 through Apri127, 2011 Claims (Check
#26305-26319) (Page 10) & (Check #26320-26336) (Page l0a)
2. Centennial Fire District Claims through Apri115, 2011(Check #4772-4793)
w/Check #4770 & 4771 Payroll (Page 11)
3. Centennial Lakes Police Department Claims through Apri114, 2011(Check
#8337-8380) & Check #8337 VOIDED (Page 12)
4. Special Event Permit — Noise (Private Birthday Party w/D.J. & Dance), 7371
Old Mill Road, May 21, 2011 � 7:30 p.m. —11:00 p.m. (Pages 13-22)
5. Special Event Permit — Cub Scout Rocket Launch, Laurie LaMotte
Memorial Park, June 11, 2011(Al� June 18) � 9:00 a.m. — 3:00 p.m. (Pages
23-36)
6. Encroachment Agreement — Drain Pipe, 6913 Sumac Court (Pages 37)
7. Lead Project Coordinator, Mr. Greg Burmeister's Employment Status
Modified from Temporary Full Time to Regular Full Time
8. Public Works Department Request to Purchase Used Vehicle from
Centennial I+�re Department —1995 Chevrolet Astro Van (Page 38)
VI. AWARDS/PRESENTATIONS/APPEARANCES
1. s. e Horn utr ch C r' ator o � a , c e
B c ann' ice
l�
VII. OLD BUSINESS
VIII. NEW BUSINESS
1. Xcel Energy Underground Service Agreement —1600 LaMotte Drive
($20,850.90) (Pages 38a-38c)
�:2. Memorandum of Agreement — City & RCWD Implementing Rule C,
Stormwater Management Plans — Water Quality & Runoff Retention
Requirements (Pages 39-43)
�:3. Ord. #XX, Second Series Amending City Code Chapter 91(Pages 44-50)
�4. Request for Closeout and Final Payment — Forest Lake Contracting
a. Peltier Lake Drive Improvement Project (Pages SOa-S0�
b. 2009 Street Improvement Project (Pages SOh-SOm)
IX. ANNOUNCEMENTS/UPDATES
1. City Administrator
CLOSED EXECUTIVE SESSION � City Attorney Review of Status of Litigation
(Sheehy Special Assessment Appeal)
X. ADJOURNMENT ,
**REMINDERS**
Planning & Zoning Commission Meeting— May 3, 2011, 6:30 p.m. Council Chambers
Pazks & Recreation Committee Meeting— May 4, 201 l, 6:30 p.m. Council Chambers
City Council Meeting— May 11, 2011, 6:30 p.m. Council Chambers '
City Council Meeting— May 25, 2011, 6:30 p.m. Council Chambers
Earth/Arbor Day Celebrations: Apri130, 201 l, 9:00 a.m. City Hall, Parks & Rec.
Committee Park Cleanup
Apri130, 2011, 9:30 a.m. —11:00 a.m. Nature Center
Cleanup & 12:30 p.m. — 3:00 p.m. Nature Center (Family
Earth Day)
CITY OF CENTERVILLE 04/27/11 11:19AM
Page 1
Check Detail - April 27, 2091 - UPDATE
Check Check
Date # Vender Name Comments Amount
4/28/2011 000148E WELLS FARGO H.S.A. PAYMENT FOR PAY PERIOD 9 $1.512.54
4/28l2011 000149E PERA PERA PYMT FOR PAY PERIOD 9 $3.281.25
4l28/2011 000150E MINNESOTA DEPT OF REVENUE STATE W/H FOR PAY PERIOD 9 �? 183.48
4/28/2011 000151 E IRS/EFTPS FED W/H FOR PAY PERIOD 9 $2,991.84
4/28/2011 000151 E IRS/EFTPS SOCIAL SECURITY & MEDICARE W/H FOR PAY PERIOD 9 3 286.06
TOTAL �6.277. 0
4/27/2011 026320 BURMEISTER, GREG CLOTHING REIMBURSMENT $99.96
4/27/2011 026320 BURMEISTER, GREG REIMBURSE FOR PURCHASE OF A RAIN GAUGE 4.22
TOTAL 10418
4/2ZL2011 026321 COMCAST HIGH SPEED INTERNET & GABLE FnR P w_ 62 50
4/27/2011 026322 FOREST LAKE CONTRACTING INC PELTIER LAKE DR ST 8� UTILITY IMPROV. 17 & FINAL $65,111.05
4/27/2011 026322 FOREST LAKE CONTRACTING INC 2009 STREET IMPROV. - 10 & FINAL $38,607.54
TOTA 10 718 F
4/27/2011 026323 KEY AUTOMOTIVE SERVICE CENTER BRAKE PARTS CLEANER $34.58
4/27/2011 026323 KEY AUTOMOTIVE SERVICE CENTER OIL & FILTER CHANGE - 2005 GMC TRUCK $40.01
TOTAL 74
4/27/2011 026324 L. N. SODDING GRADINr 3 RA1 I I�IAMf�NI� W/ RCIRCAT R Snl� 0 00
4/27/2011 026325 MARINE DOCK & LIFT DOCK $4 156 45
4/27/2011 026326 METRO SALES INGORPORATFI� P.W. COPIER - MAINT. AGREEMENT GOVE AC,F THRI1 d_1 �37g � 7 �
4/27/2011 026327 NATIONWIDE RETIREMENT SOLUTION DEF GOMP W/H FOR PAY PERInn g 460 00 !
4/27/2011 026328 QWEST 651 SFRV THRI1 .ri_15 $� �$ 2 '
4/27/2011 026329 RI E GREEK WATERSHFn ni�rRir.T p pA �FR WORK HOP ON 4-28-11 - OI INV TICaTinN 60 00
4/27/2011 026330 SUN LIFE INSURANCE COMPANY DISABILITY INS FOR MAY 2011 $179.65 l i
4/27/2011 026330 SUN LIFE INSURANCE COMPANY LIFE INS FOR MAY 2011 58.20 '
TOTA 7 Rri
4/27/2011 026331 SWEENEY, KRIS MILEAGE REIMBURSEMENT FROM 2-10-11 THRU 4-27-11 $32.48
4/27/2011 026331 SWEENEY, KRIS MILEAGE REIMBURSEMENT FROM 2-10-11 THRU 4-27-11 $3.43
4/27/2019 026331 SWEENEY, KRIS MILEAGE REIMBURSEMENT FROM 2-10-11 THRU 4-27-11 3.43
— TOTA 4
4127/2011 026332 US BANK* OFFICE SUPPLIES $13.88
4/27/2011 026332 US BANK* P.A. SYSTEM $1,519.98
4/27/2011 026332 US BANK' ENDICIA INTERNET POST $9.95
4/27/2011 026332 US BANK* FLAGS $77.gp
4/27/2011 026332 US BANK* FLAGS $77.80
4/27/2011 026332 US BANK* UPS SHIPPING 16.90
— TOTA 1 716 31
4/27/2011 026333 XCEL ENERGY 7285 MAIN ST - SERV THRU 4-6-11 $67.02
4/27/2071 026333 XCEL ENERGY 1600 LAMOTTE DR - BALLFIELD LIGHTS - SERV THRU 4-6-11 $9.95
4/27/2011 026333 XCEL ENERGY 1889 CENTER ST - SEWER LIFT - SERV TFiRU 4-6-11 $24.44
4/27/2011 026333 XCEL ENERGY STREET LIGHTS - SERV THRU 4-6-11 $2,457.65
4/27/2011 026333 XCEL ENERGY 1875 FOX RUN - PUMP - SERV THRU 4-6-11 $135.93
4/27/2011 026333 XCEL ENERGY 1600 LAMOTTE DR - WARMING HOUSE - SERV THRU 4-6-11 $14.33
4/27/2011 026333 XCEL ENERGY 7300 MILL RD - SERV THRU 4-6-11 170.62
— TOTA $ 87 q4
4/27/2011 026334 ANDERSON_ ALLEN MIL AC;F REIMFt11RSFMFNT FnR WATFR RCHAC)I $61 71
4/27i2011 026355 FOREST LaKE GONT acTw� wr R PAIR WAT R R�/FS AT 3 Hf�MFS _ 176 • NTER T 7 00
4/27/2011 026336 XCEL ENERGY L1NIlFRC;RC111N1� SFRVIRF AT 1ROf1 l AMI�TTF f1R �9(1 RFi(1 90
TOTAL CHECKS $148 698_93 / j �
�✓
'� �Cce/Energy�
. March 8, 2011
City of Cent�en►ilie
P►ttn: Paul Patzer
1880 Main St
Certtetv�e, MN 55038
To Whom It May Conc�em:
E�dosed ane three oopies of an "Underground Servioe' Form. This form per#ains to the
amount City af Centervilie is to be responsible bo pay for Xoel Energyrs material and
laibar for in�staltatior� of ut�derground pranary and padmour�t transi+�rmer at 1600 Lamotte
Dr, Cen�ervipe, AI�I_ ,
Piea9e sign a!1 Uu+ee oopies, r+�um t�vo aopies o# ihe agr�ernent {w�h d�eckj. Retain '
cme copy for y�r fi�e.s (� r+eoe�#).
Enrio�e payrr�ent (make c�edc payable to Xcel Energy). ',
Ma� tiv:
Attn: Mathe�w Rausohendotfier
1700 Ea�t CouMy Ro�d E
liN�e 8�ear L,aike� IlilN 55110
�f You hawe a�/ que.�ns. Please ca� me at (651j T79-3i 13.
��
�._��
�Oatlte+�r Rar�ss�d�doa�r
� � � •1�N�i OG� �YG � isTf�
�
' t 7
G,.^ A��C2..�
� JG�eI Energy Underground Service Form
In oo�naideeation of NOR1�iBRN ST'ATES PO\VER CO��ANY, d/bJa XCEL ENERGY, heccinaftrc callcd'7Cce1 Ener�",
excending �s �a7itia to ondoe 120/240 voly 1 phase, 3 arice under�nd cecvice avmlable
eo (cnst«n� �ity oE Ceutav�le
at (senioe �ddass) 1b90lamotte Dc (citqj C.entavitk, MN 55038
the �mu of 'ra,e� d�ouau�d aepc twoaraa 6fry• ana 9o/too DoUus ($ ZD,850.90 )
wil16e ptid �o Xad EnergY l�r (odxc t6an above) Gty of Cm�nvi9e
�aa� �a� dm �� �aeo �►� st r�y/syz;p c�a� nflv sso3s
in aa�nce weh d�e fdlowing tams C� a �oval
P� b Co�m
RecciQt of d►e �bove mnount 6eceby �dmowkdged on behalf of Xcel F.nscgy by
�.���y��x�a�d����.P����tm�,���a�;��m�aa
tsc�riae on che p� as dacabea :bwe sua/vr ehe approumate �Cation as shownn on dx aaschea �rh�e"-
2 Tl�e cn�boma 9lso �gcees duit, Pdor to Xcd Eneigy sta�tiag wock: ($j tLe mwte of Xcei Bnecg�s imdagan►nd iastal�n sLall
be iaces�fe w Xcel F,nergY'a Wwpmen5 (b) al! obstcuctions s}rall bc removed &a�u such mnte at ao oost or expense to Xcel
E°eigy: (cj aQ Private'!�-awned undecgnx�nd fac�liti� s�h as sewer, anue , sp�nklec sTaatems, �vis�e feooea, � g?a, elatric or
conmwoication liues aoe madrod oc exposec� (c� �Crn'nd elevatan atoag t6�e conte shap a�t be above or more dma fonr {4) ind►es
ix�► a�e rm�ea,�e; ana ��� t� ua u�C ax a�nsfoame: p.a sLau be wmp�caea m u lasc a000 l�./�q. fr.
3.S'� of C�e ag,uees to pay all a�ioual insm8ation oosts ioamaed by Xcd
Eae� ba�use of (s� sd con�oos t6� imp�ir tbe iasb9aaa► of nnde�uund 6dwa, wdi as aodc fomntions, �, � N)
�,�;�,w��,�ma�at���a �.�a���.x«��y.att►�n
a�L.eith e� sal. R�c'�on of m��u�n uu on a�ane� P��1 is ax � of �e a,w�a '
4. Xad F.oeigy is aat a�e Eo� a� ars�nuer-owmed undaground CadNties not marloed or acpo�od at d►c mac srnrioe is installed.
3, T�e uadecga000d ius�lLtion aw� be s�ebject to s�mtec aoffiecuction c�e if it a in�lled beureeo Oceob�rr 1 and
Ap� 15. C,nj af Cco�ecv�le a�CS �o pig ti�s cLa�ge I
if Xcd F�ng' debnmio�s �iooec coadtia�os ez� mhan the �d fac�lia ue inqaUed. Xa! E� � wauve d�e winber �'
�d�;��mo� i�a,��� � ��a �
.�ax�����aK�,��r�z�u��t�a. �
u.n�.�a���a��a�;�u�d����d��a���y�
�, «a�r �, sLaa,wt ��C au�a� t� any o.� �a�n a� s� �ia
�_��,���.a�«�����oc�;a�a�a��m�a�
�:��,�a����8,�,����r.r�.a«�«�a���
�.�a, �,�.� of� �: � �. I
ac���,���,������o�r�io���a�,z�
Exc�oa+r: � ���c � � a�.+a. - r� a� �r �� r� �� �,ur�. t� I
s�ugi� m#� n� uee �e. in fio� af d�e �oomer mucc tx te& u�u o� ���. �r ��' � P�. ,
�aast � p�vrided. Rbe � mast br �e �� 1� a day.
$ Faea�nrs tJ.("a.. �m�om L.sra� �� Gble' $ 1�'�toc Coasat. (huge �5a �'.5�
S E�aoeAS 1I�.CII �d�ee t ate�'I S �c � 1�uc� or Ra�e
$ 61:IG Sa�ac � 5 F�e oae�ee� L"a� W'rd� �o�d
� � [dmiRg� l�a8e�
S BD..�.D Ia�aN Qa�+g � ta. �ecvsoe Is� s Tcaog+omy �vioe I�rA
�
S �'.D�D �D:�S,. L:�era� Ca�Oe� $ �
S1ac1r3i
r�a,�r. �
����� . s� ���,���.. . �r��a��.
: a�
�m�a�an. �•� �ani �me� �y� �a�
� ��� � ���
� �
��� �c a� n� ���'�ri�.a�. �a
�ec� �4�:8� �m. � a,3�. � �C�
r�'s�m�f.$ _ �'�mmau$�D�D .���
City of Centerville
Downtown Reclamation Storm Water Ponding Project
Fund 453
Revenues
Cash at 4/25/11 146,155
Rice Creek Watershed District Grant 50,000
196,155
Expenditures
Storm Water Supply Line - Contract A(Ellingson Drainage) 41,650
Vertical Steel Casing for Wet Well - Contract B(Berguson Caswell) 23,987
Gun Type irrigation System - Contract C(Irrigation by Design) 62,200
Remaining Drain Tile Needs 20,213
Dock for access to inlet 5,000
Electrical - three phase power 20,851
Remaining Engineering 14,372
Centerville Time 3,735
� 192,008
Net 4,147
*Cash balance includes 188,500 in BWSR Grant and $110,000 loan from Storm Water Fund
"RCWD $50,000 deadline for spending is 12/31/11
*BWSR $188,500 deadline for spending is 6/30/11
l`��
�
' . . . . . � � . ..:. 5.
� ��
� Owner: ' of Centerville 1880 Main St. Centerville MN 55038 Date: A ril 14 2011
For Period: 7 23 2010 to 4 14 2011 R uest No 11 AND FINAL
Bonestroo �ntractor: Forest Lake Contradin 14777 Lake Dr. Forest Lake MN 55025
CONTRACTOR'S REQUEST FOR PAYMENT
PELTIER LAKE DRNE 5TREEf AND UTILITY IMPROVEMENTS
BONE CITY PROJECT N0o2009A1169-0 �� �� _( �Z(�'c3��
�-�.,..
SUMMARY
1 Original Contract Amount $ 1,534,085.11
2 Change Order - Addition $ 282,325.01
3 Change Order - _Deduction $ 0.00
4 Revised Contract Amount $ 1,816,410.12
5 Value Completed to Date $ 1,777,012.67
6 Material on Hand $ 0.00
7 Amount Earned $ 1,777,012.67
8 Less Retainage 0% $ 0.00
9 Subtotal $ 1,777,012.67 j
10 Less Amount Paid Previously $ 1,707,901.62
11 Liquidated damages - $ 4,000.00
12 AMOUNT DUE THIS REQUEST FOR PAYMENT N0. 11 AND FINAL $ 65,111.05 �
Forest Lake Contracting and the Owner each acknowledge by signing this final payment that there are no unsettled
claims as contemplated in 14.09.A.2. of the General Conditions of the Contract.
Recommended for Approvai by:
BONESTROO
�� ..�d�
Approved by Contractor: Approved by Owner:
FOREST LAKE CONTRACTING CITY OF CENTERVILLE
l v • I/r���..�
Specified Contrad Completion Date: Date:
61609169RE�11 Final.�dsm n ��
\� �•�-/
�
Contract Unit Current Quantity Amount
No. Item Unit Quantity Price Quairtity to Date to Date
PART 1 - PR07ECT MANAGEMENT:
1 MOBILIZATION LS 1 75000.00 1 $75,000.00
2 TRAFFIC CONTROL LS 1 4000.00 1 $4,000.00
TOTAL PART 1- PRO]ECT MANAGEMENT: $79,000.00
PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS:
3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 150 5.00 150 $750.00
4 FLOTATION SILT CURTAIN LF 225 8.00 265 $2,120.00
5 SILT FENCE, MACHINE SLICED LF 3050 1.00 2036 $2,036.00
6 TEMPORARY MAILBOXES LS 1 750.00 1 $750.00
7 DEWATERING LS 1 0.01 1 $0.01
8 REMOVE BTfUMINOUS PAVEMENT SY 14500 1.00 12913 $12,913.00
9 REMOVE CONCRETE CURB AND GUTTER LF 100 6.00 435 $2,610.00
10 REMOVE BITUMINOUS DRNEWAY SY 1425 3.00 935 $2,805.00
11 REMOVE CONCREfE DRNEWAY PAVEMENT SY 800 4.00 1240 $4,960.00
12 REMOVE FENCE LF 250 2.00 189 $378.00
13 REMOVE WOOD WEIR EA 1 300.00 1 $300.00
14 REMOVE SANITARY SEWER PIPE LF 500 3.00 529 $1,587.00
15 REMOVE SANITARY SEWER SERVICE PIPE LF 400 3.00 118 $354.00
16 REMOVE STORM SEWER PIPE LF 700 7.00 742 $5,194.00
17 REMOVE FLARED END SECTION EA 2 200.00 2 $400.00
18 REMOVE WATER MAIN lF 50 5.00 27 $135.00
19 REMOVE TREE EA 30 100.00 41 $4,100.00
20 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 8 300.00 8 $2,400.00
21 REMOVE STORM SEWER CATCH BASIN EA 2 300.00 2 $600.00
22 SALVAGE AND REINSTALL MAILBOX EA 65 50.00 65 $3,250.00
23 SALVAGE GATE VALVE AND BOX EA 1 300.00 $0.00
24 SALVAGE HYDRANT, GATE VALVE, 8" X 6" TEE, AND PLUG EA 1 600.00 1 $600.00
25 SALVAGE HYDRANT, VALVE, AND 8" X 6" REDUCER EA 1 600.00 1 $600.00
26 REINSTALL SALVAGED HYDRANT AND VALVE EA 2 800.00 2 $1,600.00
27 SALVAGE AND REINSTALL SIGN EA 25 85.00 20 $1,700.00
28 SALVAGE AND REINSTALL IRRIGATION LINES LF 1500 3.00 142 $426.00
29 SALVAGE AND REINSTALL IRRIGATION HEADS EA 30 60.00 14 $840.00
30 ADJUST EXISTING CURB BOX EA 8 50.00 7 $350.00
31 ADJUST EXISTING VALVE BOX EA 2 600.00 8 $4,800.00 I
32 AD7UST EXISTING SANIfARY SEWER MANHOLE FRAME i
AND RING CASTING EA 38 400.00 37 $14,800.00 '
33 AD]UST EXISTING STORM SEWER MANHOLE FRAME AND
RING CASfING EA 1 600.00 1 $600.00
34 R-1914-A CASTING PtACED IN PATHWAY OR SIDEWALK EA 8 300.00 7 $2,100.00 I
35 RECONSTRUCT IXISTING VALVE BOX EA 1 300.00 $0.00
36 RECONSTRUCT SANITARY SEWER MANHOLE LF 14 300.00 5 17 $5,100.00
37 RECONSTRUCT SANITARY SEWER OUTSIDE DROP LF 10 800.00 0.5 $400.00
38 GROUT EXISTING STRUCTURE, INCL. DOGHOUSES,
INVERTS, BENCHES EA 10 90.00 6 $540.00
39 SAWING BITUMINOUS PAVEMENT LF 1675 4.00 762 $3,048.00
40 SAWING CONCREfE PAVEMENT LF 700 4.00 731 $2,924.00
41 CONNECT TO EXISTING 8" WATER MAIN EA 4 800.00 4 $3,200.00
42 8" PVC C900 WATER MAIN, DR 18 LF 2800 30.00 2826 $84,780.00
43 6" PVC C900 WATER MAIN, DR 18 LF 200 25.00 137 $3,425.00
44 8" GATE VALVE AND BOX EA 5 1500.00 3 $4,500.00
45 HYDRANT WTfH VALVE EA 7 4000.00 6 $24,000.00
46 DUCTiLE IRON FITTINGS LB 5750 2.20 4253 $9,356.60
47 HYDRANT EXTENSION LF 3 500.00 2 $1,000.00
48 CONNECT WATER SERVICE 70 IXISTING PLUMBING
INSIDE HOME EA 24 500.00 15 $7,500.00
49 1" CORPORATION STOP WITH 8" SADDLE EA 48 300.00 48 $14,400.00
50 1" CURB STOP AND BOX EA 48 300.00 48 $14,400.00
51 1" WATER SERVICE - MAIN TO CURB STOP LF 1700 14.00 1478 $20,692.00
52 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP
TO HOME LF 1250 14.00 844 $11,816.00
53 INSULATION, 4" THICK SY I50 20.00 3.6 $72.00
54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
WATER MAIN LF 1500 4.00 1054 $4,216.00
55 CLOSED CIRCUif N INSPECTION LF 3800 1.50 4793 $7,189.50
56 CONNECT TO EXISTING SANITARY SEWER VCP EA 12 400.00 9 $3,600.00
57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 8 $6,400.0 ���
61809169RE011 Final.xlsm /
r
Contract Unit Current Quantity Amount
No. Item Unit Quantity Price Quairtity to Date to Date
58 8" PVC SANITARY SEWER, SDR 26, 0' - 13' DEEP LF 450 38.00 320 $12,160.00
59 8" PVC SANITARY SEWER, SDR 26, 13' AND DEEPER LF 350 55.00 258 $14,190.00
60 RECONNECT 4" SANITARY SEWER SERVICE EA 20 150.00 18 $2,700.00
61 4" PVC, SCH. 40 SERVICE PIPE LF 400 35.00 105 $3,675.00
62 4" PVC, SCH. 80 RISER PIPE LF 250 25.00 $0.00
63 8" X 4" PVC WYE, SDR 26 EA 20 150.00 9 $1,350.00
(4 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
SANITARY SEWER LF 1500 4.00 748 $2,992.00
TOTAL PART 2A- IYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $345,684.11
PART 2B- TKPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS:
65 CLEAN IXISTING STORM PIPE LF 400 5.00 114 $570.00
66 CONNECT TO EXISTING RCP STORM SEWER EA 2 600.00 2 $1,200.00
67 12" RCP FLARED END SECTION, INCL. TRASH GUARD EA 1 700.00 1 $700.00
68 18" RCP FLARED END SECTION, INCL. TRASH GUARD EA 4 700.00 4 $2,800.00
69 12" RCP STORM SEWER, CLASS 5 LF 466 25.00 457 $11,425.00
70 15" RCP STORM SEWER, CLASS 5 LF 279 28.00 268 $7,504.00
71 18" RCP STORM SEWER, CLASS 5 LF 762 30.00 725 $21,750.00
72 21" RCP STORM SEWER, CLASS 4 LF 32 32.00 32 $1,024.00
73 CLASS III RANDOM RIPRAP CY 114 70.00 120.7 $8,449.00
74 2' X 3' CB, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 8 1500.00 7 $10,500.00
75 4' DIA STORM SEWER CBMH, INCL. R-3067-V CSTG AND
CONC ADJ RINGS EA 14 1700.00 14 $23,$00.00
76 4' DIA STORM SEWER MH, INCL. R-1642-B CSTG AND
CONC AD) RINGS EA 1 1700.00 1 $1,700.00
77 5' DIA STORM MH, INCL R-1642-B CSTG AND CONC ADJ
RINGS EA 1 1700.00 1 $1,700.00
7g 2' X 3' CB WITH 2' SUMP, INCL. R-3067-V CSTG AND
CONC ADJ RINGS EA 1 1800.00 1 $1,800.00
79 4' DIA CBMH WITH 2' SUMP, INCL. R-3067-V CSTG AND ,
CONC ADJ RINGS EA 1 2300.00 1 $2,300.00
80 WOOD WEIR EA 2 1600.00 2 $3,200.00
gl 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WTfH �
SOCK WRAP • LF 10050 2.00 8073 $16,146.00
g2 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
STORM SEWER LF 400 5.00 154 $770.00 '
83 COMMON IXCAVATION (EV) C`f 12500 8.00 15052 $120,416.00 �
84 SUBGRADE EXCAVATION (EV) CY 5750 1.00 355 $355.00
85 SUBGRADE PREPARATION - STREET SY 16500 0.01 15885 $158.85
86 GEOTEXTILE FABRIC, TYPE V SY 16500 1.30 15350 $19,955.00
87 SELECT GRANULAR BORROW (CV) CY 9750 14.00 8831 $123,634.00
88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 7364 $58,912.00
89 AGGREGATE BASE, CLASS 5- SIDEWALKS AND DRNEWAY TN 1000 13.00 1137 $14,781.Q�
90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 375 92.00 238.77 $21,966.84
91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 55.15 1465.17 $80,804.13
92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 61.70 1225.77 $75,630.01
93 BITUMINOUS MATERIAL FOR TACK COAT - ZO10 GAL 825 2.35 890 $2,091.50
94 SAW AND SEAL TRANSVERSE ]OINTS IN BITUMINOUS
WEAR COURSE -2010 LF 3750 1.65 3260 $5,379.00
95 6618 CONCREfE CllRB AND GUTTER LF 7800 8.84 8970 $79,294.80
96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 9.83 446 $4,384.18
97 SURMOUNTABLE CONCRETE CURB AND GUTTER - HAND
WORK LF 100 15.30 61 $93330
98 CURB REINFORCEMENT BARS, N0. 4 LF 100 0.93 333 $309.69
gg INSTALL STEEL PLATE COVERS - BOX CULVERTS ON
PELTIER LAKE DRNE EA 2 2000.00 2 $4,000.00
100 CONCRETE FLUME SF 100 5.40 41 $221.40
101 6" CONCRETE DRNEWAY PAVEMENT SY 800 44.00 1297 $57,068.00
102 6" CONCRETE PEDESTRIAN RAMP SY 50 43.00 54 $2,322.00
103 4" CONCRETE SIDEWALK SY 1050 25.00 933 $23,325.00
104 TRUNCATED DOME PANEL SF 60 32.00 56 $1,792.00
105 MILL BITUMINOUS CONSTRUCTION ]OINT LF 200 4.50 144 $648.00
106 TOPSOIL BORROW (L� CY 2150 2.00 992 $1,984.00
107 SODDING, LAWN TYPE SY 13450 2.65 8757 $23,206.05
108 TURF REINFORCEMENT MAT SY 50 9.50 32 $304,00
109 SEGMENTAL RETAINING WALL SF 1750 16.00 458 $7,328.00
110 CONSTRUCT RAIN GARDEN SF 12100 3.15 10878 $34,265.70 �(
61609t69RE�ilFinal.�sm �! I �
\��
- _
-
s
` Contract Unit Current Quarrtity Amount
No. Item Unit Qua�ity Price Quantity to Date to Date
111 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION
CONTROL BLANKET, CATERGORY 3, BIODEGRADABLE
NE�TING SY 1350 1.25 1597 $1,996.25
112 GRADING AND SHAPING BEHIND THE CURBLINE - TYPE I
AND II IMPROVEMENT AREAS ONLY LS 1 1.00 1 $1.00
113 CATCH BASIN PROTECTION EA 23 50.00 23 $1,150.00
� 114 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 25 80.00 78 $6,240.00
TOTAL PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $892,194.69
PART 3- CLEARWATER DRIVE - DIRECTIONAL DRILL WATER MAIN AND SERVICES:
115 SALVAGE AND REINSTALL MAILBOX EA 2 75.00 $0.00
116 REMOVE BITUMINOUS PAVEMENT SY 600 3.00 186 $558.00
117 REMOVE CONCREfE CURB AND GUTTER LF 100 6.00 ' 70 $420.00
118 SALVAGE AND REINSTALL IRRIGATION LINES LF 100 3.00 $0.00
119 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 90.00 $0.00
120 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME
AND RING CASTING EA 1 600.00 1 1 $600.00
121 GROUT EXISTING STRUCTURE, INCL. DOGH�USES,
INVERTS,BENCHES EA 1 90.00 1 1 $90.00
122 SAWING BITUMINOUS PAVEMENT LF 300 3.00 227 $681.00
123 6" WATER MAIN DIRECTIONAL DRILLED LF 375 30.00 375 $11,250.00 '
124 6" GATE VALVE AND BOX EA 1 1100.00 1 $1,100.00
125 HYDRANT W1TH VALVE EA 1 4100.00 1 $4,100.00 �
126 DUCTILE IRON FITTINGS LB 350 3.00 300 $900.00 i
127 CONNECT WATER SERVICE TO IXISTING PLUMBING
INSIDE HOME EA 3 500.00 4 $2,000.00 �I
128 1" CORPORATION STOP WITH 8" SADDLE EA 5 300.00 5 $1,500.00
129 1" CURB STOP AND BOX EA 5 300.00 5 $1,500.00 I
130 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO i
CURB STOP LF 350 22.00 336 $7,392.00
131 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP I
TO HOME LF 250 28.00 330 $9,240.00
132 IMPROVED PIPE FOUNDATiON, PER 6" INCREMENT - I
WATER MAIN LF 50 5.00 $0.00
133 AGGREGATE BASE, CIASS 5 TN 250 12.00 82 $984.00
134 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 25 110.00 $0.00
135 BITUMIP10U5 PATCHING - STREET, TYPE LV 3 NON i
WEARING COURSE MIXTURE (B) TN 100 76.U0 37.96 $2,884.96
136 BI7UMINOUS PATCHING - STREET, TYPE LV 3 WEARING I
COURSE MIXTURE (B) TN 60 77.00 $0.00
137 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 45 6.40 $0.00 I
138 SURMOIfNTABLE CONCRETE CURB AND GUTTER - HAND
WORK LF 100 16.00 33 $528.00 �'
139 TOPSOIL BORROW (L� CY 50 4.00 32 $128.00
140 SODDING, LAWN TYPE SY 200 2.65 776 $2,056.40
141 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 3 80.00 3.5 $280.00
T07At PART 3- CLEARWATER DRNE - DIRECTIONAL DRILL WATER MAIN AND SERVICES: $48,19236
PART 4- OFF PRO]ECT - DIRECTIONAL DRILL WATER SERVICES:
142 CONNECT WATER SERVICE TO DQSTING PIUMBING
INSIDE HOME EA 31 400.00 63.75 $25,500.00
143 1" WATER SERVICE DIRECTIOPIAL DRILLED - CURB STOP
TO HOME LF 1550 21.00 4420 $92,620.00
144 TOPSOIL BORROW (L� CY 150 10.00 144 $1,440.00
145 SODDING, LAWN TYPE SY 1000 2.65 3114_ $8,252.10
TOTAL PART 4- OFF PROJECT - DIRECTIONAL DRILL WATER SERViCES: $128,012.10
CHANGE ORDER NO. 1
1 FUNDING AGENCY CONTRACTING REQUIREMENTS LS 1 8000.00 1 $8,000.00
TOTAL CHANGE ORDER N0. 1 $8,000.00
CHANGE ORDER NO. 2
1 REMOVE BITUMINOUS PAVEMENT SY 60 3.00 122 $366.00
2 REMOVE CONCRETE DRNEWAY PAVEMENT SY 30 4.00 $0.00
3 ADJUST EXISTING VALVE BOX EA 1 600.00 1 $600.00
4 SAWING BITUMINOUS PAVEMENT LF 100 4.00 100 $400,00
5 SAWING CONCREfE PAVEMENT LF 10 4.00 $0.00
�
81609769REQ11 Final.xlsm �
�
r
' Contract Unit CurreM Quantity Amount
No. Item Unit Quantity Price Quantity to Date to Date
6 CONNECT TO EXISTING 8" WATER MAIN EA 2 800.00 3 $2,400.00
7 8" PVC C900 WATER MAIN, DR 18 LF 530 52.00 583.5 $30,342.00
8 6" PVC C900 WATER MAIN, DR 18 LF 18 25.00 6 $150.Op
9 8" GATE VALVE AND BOX EA 2 1500.00 3 $4,500.00
10 DUCTILE IRON FITRNGS LB 240 3.00 860 $2,580.00
11 1" CORPORATION STOP WITH 8" SADDLE EA 8 300.00 8 $2,400.00
12 1' CURB STOP AND BOX EA 8 300.00 8 $2,400.00
13 1" WATER SERVICE - MAIN TO CURB STOP LF 40 14.00 15 $210.00
14 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO
CURB STOP LF 270 22.00 485 $10,670.00
15 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
WATER MAIN LF 250 5.00 $0.00
16 SELECT GRANULAR BORROW (CV) CY 40 14.00 67.54 $945.56
17 AGGREGATE BASE, CLASS 5 TN 35 12.00 73.4 $880.80
18 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 4.85 110.00 $0.00
19 TYPE LV 3 NON-WEARING COURSE MIXTURE (B) TN 10 76.00 20 $1,520.00
20 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 10 77.00 15.05 $1,158,85
21 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 5 6.40 $0.00
22 6" CONCRETE DRNEWAY PAVEMENT SY 30 44.00 $0.00
23 TOPSOIL BORROW (LV) CY 25 4.00 25 $100.00
24 SODDING, LAWN TYPE SY 225 2.65 $0.00
25 1 CORPORATION STOP WITH 8" SADDLE EA 12 300.00 6 $1,800.00
26 1" CURB STOP AND BOX EA 12 3QQ.OU 6 $1,800.00
27 1" WATER SERVICE - MAIN TO CURB STOP LF 100 14.00 8 $112.00
2g 1" WATER SERVICE DIRECTIONAL DRILLED - MAIN TO
CURB STOP LF 282 22.00 811 $17,842.00 '
29 TOPSOIL BORROW (LV) CY 25 10.00 25 $250.00 �
30 SODDING, LAWN IYPE SY 200 2.65 $0.00 i
TOTAL CHANGE ORDER N0. 2 $83,427.21 I
I
CHANGE ORDER NO. 3 j
1 MUCK IXCAVATION (EV) CY 3100 15.20 3662 $55,662.40 �
2 LIGHl1NEIGHT BACKFILL (WOOD CHIPS) (LV) CY 3750 28.00 2813 $78,764.00 I
3 SELECT 6RANULAR BORROW (LV) (1-WAY HAUL} CY 1500 16.60 1644 $27,290.40
4 COMMON D(CAVATION (EV) CY 850 -8.00 1321 ($10,568.00) I
5 SELECT' GRANULAR BORROW (CV) CY 1150 -14.00 833 ($11,662.00)
6 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH �
SCOK WRAP LF 1000 -2.00 600 ($1,200.00)
7 CREW HOURS HR ll 755.00 17 $12,835.00 �
8 ACCESS ROAD GRAVEL TN 135 8.OU 135 $1,080.00 '
9 CREW HOURS HR 2.1 755.00 2.1 $1,585.50
10 DRYING/SEPARATING/HAULING OFFSITE LS 1 5600.00 1 $5,600.00
TOTAL CHANGE ORDER N0. 3 $159,387.30
CHANGE ORDER NO. 4
1 CLAIM i(WO #5349) LS 1 3992.00 1 $3,992.00
2 CLAINi 2(WO #4801) LS 1 381.57 1 $381.57
3 CLAIM 3(WO #4222) LS 1 2404.26 1 $2,404.26
4 CLAIM 4(WO #4560) LS 1 2699.00 1 $2,699.00
6 CLAIM 6- DEDUCTION FOR ENDING ARRA REQUIREMENT! LS 1-1500.00 1 ($1,500.00)
7 CLAIM 7- UNIf PRICE REDUCfION SY 1350 -0.38 1597 ($606.86)
8 CLAIM 8(WO #5350) LS 1 3660.72 1 $3,660,72
9 CLAIM 9(WO #3410 AND 3412) LS 1 5178.05 1 $5,178.05
TOTAL CHANGE ORDER N0. 4 $16,208,74
CHANGE ORDER NO. 5
1 WATER TRUCK TEST FOR ELIMINATION OF RAIN
GARDEN I LS 1 297.50 1 $297.50
2 FIELD MODIFICATIONS TO RAIN GARDEN C LS 1 338.0� 1 $338.00
3 BLADE TIME AT CHURCH BY BLOCK 7 HR 2 161.00 2 $322.00
4 RIVER ROCK LANDSCAPING AT RAIN GARDENS CY 5.5 70.00 5.5 $385.00
5 STORM WATER DISCHARGE TREATMENT PER MPCA LS 1 2138.00 1 $2,138.00
TOTAL CHANGE ORDER N0. 5 $3,480.50
CHANGE ORDER NO. 6
1 REMOVE ROCK AND RAIN GARDEN FENCE; REPLACE
WITH TOPSOIL LS 1 733.00 1 $733.00
61608169FEa11FinaLxlsm �� }�
,
� Contract Unit Current Quantity Amount
No.
Item Unit Quar�tity Price Quantity to Date to Date
2 REMOVE TREE AND REPLACE RIP RAP LS 1 500.00 1 $500.00
3 HYDRANT GATE VALVE REPAIRS (1688 LAKELAND CR. &
7035 DUPRE RD.) LS 1 7553.70 1 $7,553.70
4 REPAIR FENCE AROUND RAIN GARDEN Cl LS 1 193.00 1 $193.00
5 HYDROGROUT LEAKING SERVICE LS 1 195.96 1 $195.96
TOTAL CHANGE ORDER NO. 6 $9,175.66
CHANGE ORDER NO. 7
1 EDGE MILL AND OVERLAY - CLEARWATER DR. LS 1 4250.00 1 $4,250.00
TOTAL CHANGE ORDER NO. 7 $4,250.00
TOTAL PART 1- PROJECT MANAGEMENT: $79,000.00
TOTAL PART ZA- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $345,684.11
TOTAL PART 26- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: $892,194.69
TOTAL PART 3- CLEARWATER DRNE - DIRECTIONAL DRIL� WATER MAIN AND SERVICES: $48,192.36
TOTAL PART 4- OFF PRO]ECT - DIRECTIONAL DRILL WATER SERVICES: $128,012.10
TOTAL CHANGE ORDER NO. 1 $8,000.00
TOTAL CHANGE ORDER NO. 2 $83,427.21
TOTAL CHANGE ORDER NO. 3 $159,387.30
TOTAL CHANGE ORDER NO. 4 $16,208.74
TOTAL CHANGE ORDER NO. 5 $3,480.50
TOTAL CHANGE ORDER NO. 6 $9,175.66
TOTAL CHANGE ORDER NO. 7 $4,250.00
TOTAL WORK COMPLETED TO DATE $1,777,012.67
61609169RE071 Final.xlsm ��.y
J
PR07ECT PAYMENT STATUS
OWNER CIIY OF CENTERVILLE
CITY PROJECT NO. 2009.01
BONESTR00 FILE NO. 000616-09169-0
CONTRACTOR FOREST LAKE CONTRACTING
CHANGE ORDERS
No. Date Descri tion Amount
1 4/20/2009 This Change Order provides for additional work on this $8,000.00
project. See Change Order.
2 5/21/2009 This Change Order provides for additional work for this $67,895.75
project. See Change Order.
3 5/29/2009 This Change Order provides for additional work on this $173,220.50
project. See Change Order.
4 8/20/2009 This Change Order provides for adjustments to this project. $16,302.60
See Change Order.
5 3/30/2010 This Change Order provides for additional work on this $3,480.50 �
project. See Change Order.
6 7/22/2010 This Change Order provides for additional work on this $9,175.66
project. See Change Order. ,
7 7/22/2010 This Change Order provides for additional work on this $4,250.00
project. See Change Order.
Total Chan e Orders 282 325.01
PAYMENT SUMMARY �i,
No. From To Pa ment Retaina e Com leted
1 O5 04 2009 05 19 09 38 952.10 2 050.11 41002.21
2 O5 20 2009 06 17 09 257 763.97 15 616.64 312 332.71
3 06 18 2009 07 15 09 187 869.30 25 504.49 510 089.86
4 07 16 2009 08 20 09 300 355.56 41312.68 826 253.61
5 08 21 2009 09 21 09 105 522.67 46 866.51 937 330.11
6 09 22 2009 10 22 09 242 807.93 60 343.24 1 193 614.77
7 10 23 2009 l i 19 09 101 263.15 75 357.09 1 309 891.77
8 i l 20 2009 03 19 10 210 987.26 86 461.68 1 531 983.62
9 03 20 2010 04 23 10 62 687.83 89 761.04 1 597 970.81
10 04 24 2010 07 22 10 199 691.85 35 496.45 1 743 398.07
11 AND FINAL 07 23 2010 10 21 10 65 111.05 1 777 012.67
Material on Hand
Total Pa ment to Date 1 773 012.67 Ori inal Contract 1 534 085.11
Retaina e Pa No. 11 AND FINA Chan e Orders 282 325.01
Total Amount Earned 1 773 Oi2.67 Revised Contract 1 816 410.12
67609169REQ11 Final.xlsm ���
�
' CITY'� �P�`�
� Owner: Ci of Centerville 1880 Main St. Centerville MN 55038 Date: A ril 14 2�i1
For Period: 7 23 2010 to 4 14 2011 R uest No 10 AND FINAL
Bonestroo �ntractor: Forest Lake Contracdn 14777 Lake Dr. Forest Lake MN 55025
CONTRACTOR'S REQUEST FOR PAYMENT � �'�1 �v �U3
2009 STREET IMPROVEMENTS
BONESTR00 FILE NO. 000616-09170-0
GITY PROJECT NO. 2009.02
SUMMARY
1 Original Contract Amount $ 1,351,737.25
2 Change Order - Addition $ 54,038.31
3 Change Order - Dedudion $ 0.00
4 Revised Contract Amount $ 1,405,775.56
5 Value Completed to Date $ 1,311,609.71
6 Material on Hand $ 0.00
7 Amount Earned $ 1,311,609.71
8 Less Retainage 0% $ 0.00
9 Subtotal $ 1,311,609.71
10 Less Amount Paid Previously $ 1,273,002.17
11 Liquidated damages - $ 0.00
12 AMOUNT DUE THIS REQUEST FOR PAYMEIVT N0. 10 AND FINAL $ 38,607.54
Forest Lake Contracting and the Owner each acknowledge by signing this final payment that there are no unsettled I
claims as contemplated in 14.09.A.2. of the General Conditions of the Contract.
Recommended for Approval by:
BONESTROO
��«'< �
Approved by Contractor: Approved by Owner;
FOREST LAKE CONTRACTING CITY OF CENTERVILLE
� v • l/
Specified Contrad Completion Date: - Date:
61609770REQ10FinAl.xlsm ���
���
� Contract Unit Current Quatrtity Amount
No. Item Unit QuaMity Price Quantity to Date to Date
PART 1- PRO]ECT MANAGEMENT:
1 MOBILIZATION LS 1 22000.00 1
$22,000.00
2 7RAFFIC CONTROL LS 1 4000.00 1_
$4,000.00
TOTAL PART 1- PRO]ECT MANAGEMEMT: $26,000.00
PART 2- TYPE III & IV IMPROVEMENTS:
3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 50 15.00 $0.00
4 SILT FENCE, MACHINE SLiCED LF 1700 0.40 1571 $628,40
5 REMOVE BITUMINOUS PAVEMENT SY 29300 2.00 26503 $53,006.00
6 REMOVE CONCRETE CURB AND GUTTER LF 2250 4.00 3000 $12,000.00
7 REMOVE BITUMINOIfS DRNEWAY SY 375 4.00 885 $3,540.00
8 REMOVE CONCRETE DRNEWAY PAVEMENT SY 50 5.00 79 $395.00
9 REMOVE STORM SEWER PIPE LF 100 8.00 18 $144.00
10 REMOVE TREE EA 10 95.00 8 $760.00
11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 300.00 5 $1,500.00
12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 1100.00 16 $17,600.00
13 BOLT REPIACEMENT - GATE VALVE EA 24 400.00 23 $9,200.00
14 SAWAGE AND REINSTALL IRRIGATION LINES LF 250 3.00 $0.00
15 SALVAGE AND REINSTALL IRRIGATION HEADS EA 1Q 8U.00 $0.00
16 ADJUST EXISTING CURB BOX EA 10 110.00 1 $110.00
17 ADJUST EXISTING VALVE BOX EA 23 3�.00 20 $6,000.00
18 ADJUST EXIS?ING SANITARY SEWER MANHOLE FRAME
AND RING CASTING EA 39 500.00 37 $18,500.00
19 ADJUST EXISTING STORM SEWER G4TCHBASIN FRAME
AND RING CASTING EA 7 300.00 6 $1,800.00
20 AD]UST EXISTING STORM SEWER CATCHBASIN
MANHOLE FRAME AND RING CASTING EA 16 600.00 12 $7,200.00
21 RECONSTRUCT SANITARY MANHOLE LF 11 300.00 183 $5,490.00
22 RECONSTRUGT IXISTING VALVE BOX EA 7 300.00 20.25 $6,075.00 I
23 GROUT �QSTING STRUCTURE, INCL. DOGHOUSES, ,
INVERTS, BENCHES EA 25 250.00 25 $6,250.00 I
24 SAWING BITUMINOUS PAVEMENT LF 775 3.00 1976 $5,928.00 I
25 SAWING CONCRETE PAVEMENT LF 50 4.00 110 $440.00
26 MILL BITUMINOUS CONSTRUCTION )OIIVT LF 300 3.00
27 REMOVE IXISTING 18" TRASH GUARD EA 1 60.00 1 $0•00 I
$60.00
28 CLEAN IXISTING STORM PIPE LF 300 5.00 664 670 $3,350.00 I
29 CONNECT TO EXISTING STORM SEWER STRUCTURE EA 1 600.00 $0.00
30 CONNECT TO EXISTING RCP STORM SEWER EA 5 600.00 5 $3,000.00
31 INSTALL 18" TRASH GUARD ON DQSTING FLARED END
SECTION EA 1 350.00 1 $350.00
32 15" RCP FLARED END SECIION, INCL. TRASH GUARD EA 2 800.00 2 $1,600.OQ
33 12" RCP STORM SEWER, CLASS 5 LF 135 30.00 128 $3,840.00
34 15" RCP STORM SEWER, CLASS 5 LF 365 � 33.00 406 $13,398.00
35 18" RCP STORM SEWER, CLASS 5 LF 48 36.00 $0.00
36 CIASS III RANDOM RIPRAP C`f 70 70.00 33 $2,310.00
37 2' X 3' CB, INCI. R-3067-V CSTG AND CONC ADJ RINGS EA 3 160Q.00 3 $4,800.00
38 4' DIA STORM SEWER CBMH, INCL. R-3067-V CSTG AND
CONC ADJ RINGS EA 7 1800.� 7 $12,600.00
39
CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER
PIPE, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 1 2500.00 1 $2,500.00
40 CONNECT DRAINTILE TO IXISTING STORM STRUCTURE EA 42 180.00 36 $6,480.00
41 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
SOCK WRAP LF 3500 3.00 3937 $11,811.00
42 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
COARSE FILTER AGGREGATE, GEOTEXTILE WRAP, AND
SOCK WRAP LF 12400 8.00 11554 $92,432.00
43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT -
STORM SEWER LF 300 5.00 $0.00
44 COMMON IXCAVATION (EV) CY 5000 7.00 5537 $38,759.00
45 COMMON DCCAVATION (EV) - STORM SEWER CROSSINGS CY 4500 0.01 1740 $17.40
46 SUBGRADE IXCAVAIION (EV) CY 2000 7.00 259 $1,813.00
47 TOLERANCE CLASS 5- TYPE N IMPROVEMENTS ONLY LF 6500 2.50 5985 $14,962.50
48 SUBGRADE PREPARATION - STREET SY 10900 0.01 4996 $49.96
49 GEOTEXTILE FABRIC, TYPE V SY 10900 1.40 9697 $13,575.80
50 SELECT GRANULAR BORROW (CV) CY 7000 12.00 4488 $53,856.00
51 AGGREGATE BASE, CLASS 5 TN 5150 8.00 8636 $69,088.00
61809170REQ10Final.xlsm � A �
\�
Contract Unit Current Quantity Amount
No. Item Unit Quantity Price Quantity to Date to Date
52 TYPE LV4 WEARING COURSE MIXTURE (B) - DRNEWAYS TN 225 77.00 28g,27 $22,273,79
53 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 3975 47.50 3081 $I46,347.50
54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 48.00 3126.81 $150,086.88
55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 1.75 1650 $2,887.50
56 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS
WEAR COURSE - 2009 LF 6700 1J0 5Z29 $8,889.30
57 CONCRETE CURB AND GUTTER LF 2250 14.00 3000 $42,000.00
58 CURB REINFORCEMENT BARS, NO. 4 LF 1120 0.50 540 $270.00
59 6" CONCRETE DRNEWAY PAVEMENT SY 55 40.00 112 $4,480.00
� 60 TOPSOIL BORROW (LV) CY 400 12.00 192 $2,304,00
61 SODDING, LAWN TYPE SY 2300 4.00 1770 $7,080.00
62 TURF RQNFORCEMENT MAT SY 50 12.50 40 $500.00
63 TRANSPLANT TREE - PINE EA 7 150.00 $0.00
64 TRANSPLANT TREE - DECIDUOUS EA 1 150.� 1 $150.00
65 SEGMENTAL RETAINING WALL SF 1750 17.00 $0.00
66 CONSTRUCT RAIN GARDEN SF 8500 3.75 7478 $28,042.50
(7 SEEDING, INCL. MNDOT SEED MIX 270 AND EROSION
CONTROL BLANKEf, CATERGORY 3, BIODEGRADABLE
NEITING SY 950 1.90 1437 $2,730.30
(�g DITCH IXCAVATION - 73RD STREET, NORTH OF
IXISTING FLARED END SECTION LF 50 33.00 61 $2,013.00
69 CATCH BASIN PROTECTION EA 18 50.00 18 $900.00
70 STREEr SWEEPER (PICKUP BROOM W/OPERATOR) HR 35 80.00 26 $2,080.00
TOTAL PART 2- TYPE III & N IMPROVEMENTS: $930,253.83
PART 3- TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRNE, AND
FOX RUN AREAS: ,
71 REMOVE BITUMINOUS PAVEMENT SY 1975 3.00 3365 $10,095.00
72 REMOVE CONCR�E CURB AND GUTTER LF 750 4.00 1494 $5,976.00
73 REMOVE BITUMINOUS DRNEWAY SY 150 4.00 288 $1,152.00 I
74 REMOVE BIfUMINOUS PATH SY 20 4.00 9.8 $39.20
75 REMOVE STORM SEWER PIPE LF 80 8.00 $0.00
76 SALVAGE AND REINSTALL IRRIGATION LiNES LF 100 3.00 $0.00
77 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 80.00 1 $80.00 I
78 BOLT REPLACEMENT - HYDRANT AND GATE VALVE FA 9 1100.00 8 $8,800.00
79 BOLT REPLACEMENT - GATE VALVE EA 9 500.00 10 $5,000.00
80 SALVAGE AND REINSTALL MAILBOX EA 5 100.00 $0.00
81 ADJUST DQSTING VALVE BOX EA 9 400.00 8 $3,200.00
82 ADJUST DQSTING SANITARY SEWER MANHOLE FRAME
AND RING G45TING EA 13 500.00 14 $7,000.00
$3 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME
AND RING CASTING EA 3 300.00 6 $1,800.00
84 ADJUST DQSTING STORM SEWER CATCHBASIN
MANHOLE FRAME AND RING CASTING EA 6 600.00 6 $3,600.00
85 GROUT E�QSTING STRUCTURE, INCL. DOGHOUSES,
INVERTS, BENCHES EA 5 300.00 9 $2,700.00
86 SAWING BTfUMINOUS PAVEMENT LF 1500 3.00 2720 $8,160.00
87 MILL BITUMINOUS CONSTRUCTION ]OINT LF 185 3.00 132 $396.00
88 EDGE MILL BITUMINOUS 6' WIDE I.F 7850 0.80 6707 $5,365.60
89 CLEAN DQSTING STORM PIPE LF 200 5.00 136 $680.00
90 CONNECT DRAINTILE TO IXISTING STORM STRUCTURE EA 14 160.00 8 $1,280.00
91 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH
SOCK WRAP LF 300 3.00 180 $540.00
92 COMMON IXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 0.01 1156 $11.56
93 SUBGRADE IXCAVATiON (EV) CY 1200 7.00 297.69 $2,083.83
94 GEOTFX'RLE FABRIC, IYPE V SY 1750 1.40 1979 $2,770.60
95 SELECT GRANULAR BORROW (C1n CY 350 18.00 901 $16,218.00
96 AGGREGATE BASE, CLASS 5 TN 950 15.00 978 $14,670.00
97 AGGREGATE BASE, CLASS 5- SIDEWALKS AND
DRNEWAYS TN 75 22.00 970 $21,340.00
98 7YPE LV4 WFARING COURSE MIXTURE (B) - DRNEWAYS TN 30 82.00 37 $3,034.00
99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON
WEARING COURSE MIXTURE (B) TN 575 61.00 520.39 $31,743.79
100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 48.00 593.39 $28,482.72
101 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 875 1.75 500 $875.00
102 CONCRETE CURB AND GUITER LF 750 14.00 1494 $20,916.00
103 CURB REINFORCEMENT BARS, NO. 4 LF 300 0.50 180 $90.00 '-��
61609170REQ10Final.xlsm �e-�� C. � r
_�
I
� Contract Unit Current QuaMity Amount
No.
Item Unit Quarrtity Price Quantity to Date to Date
104 6" CONCRETE PEDESTRIAN RAMP SY 10 41.00 19 $779.00
105 4" CONCRETE SIDEWALK SY 130 27.00 145 $3,915.00
106 TRUNCATED DOME PANEL SF 12 40.00 24 $960.00
107 TOPSOIL BORROW (LV) CY 150 18.00 32 $576.00
108 SODDING, LAWN TYPE SY 1000 5.00 342 $1,710.00
I 109 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 10 80.00 7.5 $600.00
TOTAL PART 3- TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN
DRNE, AND FOX RUN AREAS; $216,639.30
PART 4- BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC
STREET AREAS:
110 CLEAR AND GRUB AND REMOVE LANDSCAPE - BRIAN
DRNE AREA LS 1 2000.00 1 $2,000.00
111 REMOVE TREE - QUEBEC STREET AREA EA 4 95.00 3 $285.00
112 SALVAGE AND REINSTALL IRRIGATION LINES LF 200 3.00 $0.00
113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 80.00 4 $320.00
114 SAWAGE AND REINSTALL FENCE LF 7�5 10.00 120 $1,200.00
I15 DITCH EXCAVAIION LF 110 33.00 118 $3,894.00
116 CONSTRUCT 4' DIA STORM SEWER MH OVER IXISTING
STORM SEWER PIPE, INCL. R-1642-B CSTG AND CONC
ADJ RINGS EA 1 2400.00 1 $2,400.00
117 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40,
WITH COARSE FILTER AGGREGATE AND GEOTEXTILE
WRAP - QUEBEC STREET AREA LF 800 24.00 780 $18,720.00 I
118 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, �
WITH COARSE FILTER AGGREGATE AND GEOTEXTILE ',
WRAP - BRIAN DRNE AREA LF 51S 28.00 572 $16,016.00
119 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, ,
WITH COARSE FILTER AGGREGATE AND GEOTEXTILE
WRAP - 73RD STREET AREA LF 175 28.00 175 $4,900.00
120 6" PVC 90 DEGREE BEND EA 7 20.00 17 $340.00
121 6" X 6" PVC TEE EA 10 30.00 9 $270.00 I
122 6" PVC CLEANOUT EA 2 240.00 9 $2,160.00 '
123 6" YARD DRAIN EA 12 140.00 $0.00 ��
124 6" RODENT CAP EA 2 22.00 2 $44.00
125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 5.00 317 $1,585.00
126 1 1/2" WASHED RIVER ROCK CY 100 60.00 188.5 $11,310.00 ,
12� CIASS III RANDOM RIPRAP CY 16 80.00 19 $1,520.00 '
128 TOPSOIL BORROW (L� CY 45 30.00 • 208 $6,240.00
129 SODDING, LAWN TYPE SY 2500 4.00 4969 $19,876.00
130 FINAL GRADING AND SHAPING BACKYARDS - 73RD I
STREET AREA SY 450 1.00 157 $157.00
131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC
STREET AREA SY 1150 1.00 1158 $1,158.00
132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN
QRNE AREA SY 9Q0 1.D0 3132 $3,132.00
TOTAL PAR7 4- BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRNE, 73RD STREET, AND
QUEBEC STREET AREAS: $97,527.00
ALTERNATE NO. 1- FUNDING AGENCY REQUIREMENTS:
133 ADDITIONAL COMPENSATION NEEDED IF FUNDING
AGENCY REQUIREMENTS ARE ADDED TO THE JOB LS 1 14000.00 1 $14,000.00
TOTAL ALTERNATE N0. 1- FUNDING AGENCY REQUIREMENTS: $14,000.00
CHANGE ORDER NO. 1
1 CLAIM 1(WO #3629) LS 1 829.14 1 $829.14
2 CLAIM 2(WO #5346) LS 1 106.00 1 $106.00
3 CLAIM 3(WO #4215) LS 1 770.65 1 $770.65
4 REMOVE CONCREfE CURB AND GUTTER (7YPE III AND N
STREETS) LF 2000 4.00 686 $2,744.00
5 CONCRETE CURB AND GUITER (TYPE III AND N
STREETS) LF 2000 14.00 686 $9,604.00
� 6 REMOVE CONCRETE CURB AND GUTTER (TYPE V
STREETS) LF 1000 4.00 800 $3,200.00
7 CONCRETE CURB AND GUTfER (TYPE V STREETS) LF 1000 14.00 800 $11,200.00
8 CEASING ARRA REQUIREMENTS LS 1-3000.00 1 ($3,000.00)
9 HYDROSEEDING IN LIEU OF WOOD FIBER BLANKEf SY 950 -0.38 831 ($315.78)
61609170REQ10Final.xlsm `C✓ v ,(�
/ \.
Contract Unit Current Quantity Amount
No. Item Unit Quarrtity Price Quantity to Date to Date
10 HYDROSEEDING IN LIEU OF SOD SY 2300 -0.55 1649 ($906.95)
11 CLAIM 11 (WO #3409) LS 1 22737 1 $227,37
TOTAL CHANGE ORDER NO. 1 $24,458.43
CHANGE ORDER NO. 3
1 REPAIR OF 15" RCP STORM SEWER LS 1 2731.15 1 $2,731.15
TOTAL CHANGE ORDER NO. 3 $2,731.15
TOTAL PART 1- PRO]ECT MANAGEMENT: $26,000.00
TOTAL PART 2- TYPE III & N IMPROVEMENTS: $930,253.83
TOTAL PART 3- TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN
DRNE, AND FOX RUN AREAS: $216,639.30
TOTAL PART 4- BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRNE, 73RD STREET, AND
QUEBEC STREET AREAS: $97,527.00
TOTAL ALTERNATE N0. 1- FUNDING AGENCY REQUIREMENTS: $14,000.00
TOTAL CHANGE ORDER NO. 1 $24,458.43
TOTAL CHANGE ORDER NO. 3 $2,731.15
TOTAL WORK COMPLETED TO DATE $1,311,609.71
. 6160917DREQ10Ffnel.xlsm \�� l..
PRO]ECT PAYMENT STATUS
OWNER CITY OF CENTERVILLE
CITY PROJECT NO. 2009.02
BONESTR00 FILE N0. 000616-09170-0
CONTRACTOR FOREST LAKE CONTRACTING
CHANGE ORDERS
No. Date Descri tion Amount
1 8/20/2009 This Change Order provides for adjustments to this project. $51,307.16
See Change Order.
2 10/29/2009 This Change Order provides adjustments to the completion
dates for this project. See Change Order.
3 3/15/2010 This Change Order provides for additional work on this $2,731.15
project. See Change Order.
I
,
Total Chan e Orders 54 038.31
PAYMENT SUMMARY
No. From To Pa ment Retaina e Com leted
1 05 04 2009 05 19 09 17 622.50 927.50 18 550.00
2 05 20 2009 06 17 09 102 976.20 6 347.30 126 946.00
3 06 18 2009 07 15 09 194 885.21 16 604.42 332 088.33
4 07 16 2009 08 20 09 268 672.87 30 745.09 614 901.87
5 08 21 2009 09 21 09 49 017.61 33 324.97 666 499.36 '�
6 09 22 2009 10 30 09 198 647.29 44 095.88 875 917.56
7 10 31 2009 11 19 09 218 072.77 56 520.76 1 106 415.21
8 11 20 2009 03 18 10 203 269.29 26 064.57 1 279 228.31
9 03 19 2010 07 22 10 19 838.43 13 082.90 1 286 085.07
10 AND FINAL 07 23 2010 10 21 10 38 607.54 1 311 609.71
Material on Hand
Total Pa ent to Date 1311 609.71 Ori inal Contract 1 351 737.25
Retaina e Pa No. 10 AND FINA Chan e Orders 54 038.31
Total Amount Earned 1 311609.71 Revised Contract 1405 775.56
61609170REQ10Final.xlsm �� �