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Home My WebLink About2009-09-23 CC - Set Agenda w/Handouts "1 1880 ~ain SUed, Omtervi{[e, '.M!J{ 55038 651-429-3232 or q:fi.(651-429~8629 PUBLIC COMMENT SIGN-UP SHEET The City Council wish to afford an opportunity for members of the public to address the City Council on items not on the current agenda Items requiring ColDlcil action maybe deferred to staff or Boards and Commissions for research and future CoW1cil Agendas if appropriate. You wiIl be limited to two (2) minutes and we ask that you conduct yowself 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 ~ will be required to complete a sign-up sheet and give it to the mayor or a staff person prior to the start of the meeting. ~rU) Address: '7 L.57 tlt-ltLflJ;/J;~ :> ;J~AAU)/1~ .l. General description of your comments: _ A /:/ ~~4 /J'7r L; <7.4 /KL4./ r ~~ /l..MrrJA'P /!h,vJ;i;/fI"T;~) - /_flM// czf J,..,d./.?~ ,x:1I.(y,,; l' mhl~ ?' ............................................................................ Please give this sheet to the Mayor or Presiding Officer, to the City Administrator or to the City Attorney prior to the start of the meeting. '. 6;=~ CITY OF CENTERVILLE COUNCIL MEETING & CLOSED EXECUTIVE SESSION AGENDA VVednesday, SepteDlber23, 2009 6:30 p.m. or sbortly thereafter 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 I. CALL TO ORDER 1. Roll Can II. PUBLIC HEARING(S) III. APPROVAL OF AGENDA IV. APPROVAL OF MINUTES 1. SepteDlber 9, 2009 City Council Meeting Minutes (Page 1-5) V. CONSENT AGENDA 1. City of Centerville SepteDlber 23, 2009 through SepteDlber 4, 2009 ClaiDls (Check #24761-24791) (Page 6) & Clteck #24792-24804 (Page 6a) 2. Centennial Lakes Police DepartDtent ClaiDls through SepteDlber 10,2009 (Check #7429-7453) (Page 7) 3. Centennial Fire District ClaiDls through SepteDlber 8, 2009 (Check #3923- 3934) (Page 8) VI. A VV ARDSIPRESENT ATIONS/APPEARANCES 1. Mr. George Ellertson, Northland Securities - Bond Results VII. OLD BUSINESS VIII. NEVV BUSINESS 1. Res. #09-OXX - Awarding the sale of $2,475,000 General Obligation (pages 9-33) 2. Res. #09-OXX - Interfund Loan - 2181 AvenuelBackage Road IDlproveDlents (pages 34-35) 3. Speed Study CSAH14 East of City Han (Page 35a) 4. EDlergency Preparedness & Response Plan (H1N1) (pages 36-53) 5. Forest Lake Contracting Requestfor Time Extension Due to Swamp Deposits {Pages 54-56} 6. Forest Lake Contracting Pay Request #5 - $105,522.67 (Peltier Lake Drive Street & Utility ImpI'ovements 2009.01) (Pages 57-62) 7. Forest Lake Contracting Pay Request #5 - $49,017.61 (2009 Street Improvements 2009.02) (Pages 63-68) ~ ANNOUNCEMENTSffiPDATES 1. City Administrator, Dallas Larson 2. EDA Events (M. Capra) CLOSED EXECUTIVE SESSION 1. Labor Agreement X. ADJOURNMENT **REMINDERS** CSAH14 Ribbon Cutting - September 21.2009,3:00 p.m. Peltier Lake Boat Launch Planning & Zoning Commission Meeting - October 6, 2009, 6:30 p.m. Council Chambers Parks & Recreation Committee Meeting - October 7, 2009, 6:30 p.m. Council Chambcrs City Council Meeting - October 14,2009,6:30 p.m. Council Chambers City Council Meeting - October 28.2009,6:30 p.m. Council Chambers CITY OF CENTERVILLE 09/23/093:04 PM Page 1 emife *Check Summary Register@ ',C'Ia/ili...Ii.<'d-.1.'i'? Name 10100 MAIN STREET BANK Paid Chk# 024792 ABDO, EiCK & MEYER, LLP Paid Chk# 024793 BONESTROO, ROSENE, Paid Chk# 024794 CHASE, RICHARD Paid Chk# 024795 CDMCAST Paid Chk# 024796 DELTA DENTAL Paid Chk# 024797 FOREST LAKE CONTRACTING Paid Chk# 024798 LARSON, DALLAS Paid Chk# 024799 METROPOLITAN COUNCIL Paid Chk# 024800 MINNESOTA POLLUTION Paid Chk# 024801 M-R SIGN COMPANY, INC. Paid Chk# 024B02 SCHWMB INC. Paid Chk# 024803 SPRI NT Paid Chk# 024B04 US BANK' Paid Chk# BJ-WEEKL Y ACH Paid Chk# BI-WEEKL Y ACH SEPTEMBER 2009 UPDATE Check Date 9/23/2009 9/23/2009 9/23/2009 9/23/2009 9/23/2009 9/23/2009 9/23/2009 9/23/2009 9123/2009 9/23/2009 9/2312009 9/23/2009 9/23/2009 9/3/2009 9/17/2009 Total Checks Check Am! $750.00 GASB 45 VALUATiON FOR YEAR END $24,797.44 BACKAGE RD121ST AVE IMPR - SER $94.97 CLOTHING ALLOTMENT REIMBURSEME $66.64 CABLE -INTERNET $423.05 DENTAL iNS. FOR OCTOBER 2009 $154,540.28 PELTIER LAKE DR ST & UT IMPRV. $41.30 OVER PYMT ON LIFE INSURANCE $2,020.00 SAC CHARGES $23.00 A. ANDERSON - WASTE WATER OPER $359.67 STREET SIGNS $48.07 2-SELF INKING NOTARY STAMPS/BL $248.96 CELL PHONE SERV THRU 9-14-09 $968.38 DVD RECORDER. 19" WIDESCREEN M $20,846.77 $18,758.34 $223,984.87 WCL , September 23, 2009 To whom it may concern: I would like to ask the Centerville City Council to consider a request for a speed study for CRl4 from CentervilIe Road to Interstate 35E. . The following is list is my concerns and why I feel the speed should be reduced to a 35mph or less through the area of concern. . . The proximity of homes in relation to the road is about SO feet. Several ofthese homes have children that I see playing on the driveways, sidewalks, and./lhoulders of the road. A vehicle driving in excess of 45mph has no chance of stopping or avoiding a .child tttat has entered the traffic lane. . We have several Bus Stops along CRI4. Do we want kids stand"mg along a road with cars going in excess of 45 mph? . It is difficult for anyone to cross CRI4. Whether or not you are in the crosswalk, it is very difficult for my customers, children, or people with pets to safely cross the road. . Each tenant of our Strip Center at 1990 Main Street is suffering due to the "Arrow Only" turns at the intersection. I asked Anoka County why we don't have "Turn On Green" that is evident across Anoka County, and their response was that "the speed is too high". If the speed is reduced, residents and customers will have the ability to turn on green and they won't need to wait 45 seconds for the light cycle. . All Retail is struggling on Main Street. We need to reduce the speed so the transient traffic will stop and patronize our locations. We need traffic from outside of CentervilIe to stop at our locations in order for us to survive. . People are driving in excess of 45mph on a regular basis. 45mph seems to mean 50mph or 55mph if the light is green. As a resident and business owner in Centerville, I feel we need to prove to Anoka County that the speed is too hig!l along CRI4. This reconstruction project has divided our . community and made it difficult for many businesses to survive. I will be willing to discuss my concerns with Council, Anoka County, or the MNDOT. . Thank you for your ,time! . Todd t Comer xpress & Wiseguys Pizza 1990 Main St. CentervilIe, MN 55038 v{(.l, \M {uJl~~~1'-<J ?,'?'?q .r;- ~L1~ I!/,llj /<:' ,EJ'.5 U&lIaf( ~ cy~~ ~~~ti'\=<>~ J5CL,; lorlJstlaltlJ c- ~ ClIII111Jcunl/, Inc. September 17, 2009 Bonestroo c/o Mr. Mark Statz, City Engineer 2335 Highway 36 W Sl. Paul, MN 55113 14777 Lalce Drive F01est Lalce, MN 55025 PH: (651} 464-4500 FAX: (651 }464-4722 Dear Mark: Re: Request for Time Extension Due to Swamp Deposits FLC requests an Extension of Time to the Substantial Completion date due to work associated with the previously unknown swamp deposits that were discovered between approximate street stations 15+50 to 20+50 while installing watermain. At this stage of the project, installation of watermain was the progress controlling operation. The watermain crew was delayed two (2) days because of lost production to install pipe through the swamp area and to remove bridge debris. The watermain crew was delayed an additional seven (7) days while grading crews excavated the muck and backfilled with woodchips. We are requesting a 9-day extension due to swamp deposits resulting in a revised Substantial Completion date of October 22, 2009. Sincerely, FOREST LAKE CONTRACTING, INC. /ZLJo.umJ Robert D. Vollhaber Vice President Attachments: Peltier Lake Drive Updated #3 Schedule 2009 Streets Updated #3 Schedule AN EQUAL OPPORTUNITY EMPLOYER 61 o ~ c5 J!l zwc: -...J'" I-::lE ~O '" ~w> O:::r E 1-00. Z"E o _ O"'~ w"'" ~S! j.JJc;; I- a.." cn:)g w N 0<: o IL . '" Q ~ ., ~ o , ~ ~II '" . 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S(p CONTRACTOR'S COpy FOR YOUR FILE -#- Bonestroo Owner: Cltv of Centerville, 1880 Main S1, Centerville, MN 55038 Date: September 21, 2009 For Pellod 8121/2009 to 9/21/2009 Reauest No: 5 Contrattor Forest lake Contractina, 14777 lake Dr, Forest lake, MN 55025 CONTRACTOR'S REQUEST FOR PAYMENl PELTIER lAKE DRIVE STREET AND UTILITY IMPROVEMENTS 80NESTROO filE NO 000616-09169-0 CITY PROJECT NO 200901 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. $ 1,534,085 11 $ 265,418.85 $ 0.00 $ 1,799,503.96 $ 937,330 11 $ 0.00 $ 937,330.11 $ 46,86651 $ 890,46360 $ 784,940.93 $ 0.00 5 $ 105,52267 Recommended for Approval by: BONESTROO ~~ Approved by Contractor FOREST LAKE CONTRACTING Approved by Owner: CITY OF CENTERVILLE Specified Contract Completion Date: Date B1609169REQ5 xis 61 (on tract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date PART 1 - PROJECT MANAGEMENT: 1 MOBILIZATION LS 75000 00 0.1 0.6 145.00000 2 TRAffiC CONTROL LS 4000.00 0.1 0.6 12,40000 TOTAL PART 1 . PROJECT MANAGEMENT: $47,40000 PART 2A. TYPE I, II, AND III IMPROVEMENTS . PELTIER LAKE DR & CENTERVILLE RD AREAS: 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN 150 5.00 105 $52500 4 FLOTATION SILT CURTAIN LF m 800 190 $1,52000 5 SILT FENCE, MACHINE SLICED LF 3050 TOO 782 $782.00 6 TEMPORARY MAILBOXES LS 1 750.00 1 $750.00 7 DEWATERING LS 1 0.01 1 $0.01 8 REMOVE BITUMINOUS PAVEMENT 5Y 14500 TOO 12913 $12,91300 9 REMOVE CONCRETE CURB AND GUTTER LF 100 6.00 112 $672.00 10 REMOVE BITUMINOUS DRIVEWAY SY 1425 3.00 12 12 $3600 11 REMOVE CONCRETE DRIVEWAY PAVEMENT 5Y 800 4.00 450 500 $2,00000 12 REMOVE FENCE LF 250 2.00 189 $37800 13 REMOVE WOOD WEIR EA 1 300.00 $0.00 14 REMOVE SANITARY SEWER PIPE LF 500 300 529 $1,58700 15 REMOVE SANITARY SEWER SERVICE PIPE LF 400 3.00 5 118 $354.00 16 REMOVE STORM SEWER PIPE LF 700 700 83 652 $4,56400 17 REMOVE FLARED END SECTION EA 2 200.00 1 2 $400 00 18 REMOVE WATER MAIN LF 50 5.00 27 $135 00 19 REMOVE TREE EA 30 100.00 30 $3,00000 20 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 8 30000 8 $2,40000 21 REMOVE STORM SEWER CATCH BASIN EA 2 30000 2 $600 00 22 SALVAGE AND REINSTALL MAilBOX EA 65 50.00 33 $1,65000 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 60000 1 $600 00 26 REINSTALL SALVAGED HYDRANT AND VALVE EA 2 800.00 2 $1,60000 27 SALVAGE AND REINSTALL SIGN EA 25 85.00 $0.00 28 SALVAGE AND REINSTALL IRRIGATION LINES LF 1500 3.00 $000 29 SALVAGE AND REINSTALL IRRIGATION HEADS EA 30 6000 $0.00 30 ADJUST EXISTING CUR8 BOX EA 8 5000 $000 31 ADJUST EXISTING VALVE BOX EA 2 600.00 $000 32 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 38 400.00 $0.00 33 ADJUST EXISTING STORM SEWER MANHOLE FRAME AND RING CASTING EA 1 600.00 $000 34 R-1914-A CASTING PLACED IN PATHWAY OR SIDEWALK EA 8 300.00 $000 35 RECONSTRUCT EXISTING VALVE BOX EA 1 300.00 $000 36 RECONSTRUCT SANITARY SEWER MANHOLE LF 14 300.00 10 10 $3,00000 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 $000 39 SAWING BITUMINOUS PAVEMENT LF 1675 4.00 21 21 $84.00 40 SAWING CONCRETE PAVEMENT LF 700 4.00 55 77 $30800 41 CONNfCTTO EXISTING 8' WATER MAIN EA 4 800.00 1 4 $3,20000 42 8" PVC C900 WATER MAIN, DR 18 LF 2800 30.00 2739 $82,17000 43 6" PVC C900WATER MAIN, DR 18 LF 200 25.00 30 115 $2,87500 44 8" GATE VALVE AND BOX EA 5 150000 3 $4,50000 45 HYDRANT WITH VALVE EA 7 400000 2 6 $24,00000 46 DUCTILE IRON FITTINGS LB 5750 2.20 100 4100 $9,02000 47 HYDRANT EXTENSION LF 3 50000 2 $1, 000 00 48 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE HOME EA 24 500 00 12 26 $13,00000 49 1" CORPORATION STOP WITH 8" SADDLE EA 48 300.00 27 45 $13,50000 50 1" CURB STOP AND BOX EA 48 300.00 27 45 $13,50000 51 1" WATER SERVICE. MAIN TO CURB STOP LF 1700 1400 755 1200 $16,80000 61609169REQ5Jds 61 Contract Unit Current Quantity Amount No, Item Unit Quantity Price Quantity to Date to Date 52 1" WATER SERVICE DIRECTIONAL DRILLED - CURB STOP TO HOME LF 1250 14.00 322 1700 123,80000 53 INSULATION, 4" THICK SY 150 2000 3.6 $7200 54 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - WATER MAIN LF 1500 400 1054 14,21600 55 CLOSED CIRCUIT TV INSPECTION LF 3800 1 50 $0.00 56 CONNECT TO EXISTING SANITARY 5EWER VCP EA 12 400.00 9 $3,60000 57 CONNECT TO EXISTING SANITARY SEWER MANHOLE EA 6 800.00 6 $4,800.00 58 8" PVC SANITARY SEWER, 5DR 26, 0' - 1]' DEEP LF 450 38.00 303 $11,514.00 59 8" PVC SANITARY SEWER, 5DR 26, 13' AND DEEPER LF 350 55.00 258 $14,19000 60 RECONNECT 4" 5ANITARY SEWER SERVICE EA 20 150.00 7 15 $2,25000 61 4" PVC, SCH. 40 SERVICE PIPE LF 400 3500 100 $3,50000 62 4" PVC, 5CH. 80 RISER PIPE LF 250 2500 $0.00 63 8" X 4" PVC WYE, 5DR 26 EA 20 15000 8 $1.20000 64 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - SANITARY SEWER LF 1500 400 748 $2,99200 TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PEL TIER LAKE DR & CENTERVILLE RD AREAS: $296,557.01 PART 2B- TYPE I, II, AND III IMPROVEMENTS - PELTIER LAKE DR & CENTERVILLE RD AREAS: 65 CLEAN EXISTING STORM PIPE LF 400 5.00 $0.00 66 CONNECT TO EXISTING RCP STORM SEWER EA 2 600 00 2 11,20000 67 12" RCP FLARED END SECTION, INCL TRASH GUARD EA 1 700.00 1 170000 68 18" RCP FLARED END SECTION, INCL TRASH GUARD EA 4 700.00 1 4 12,80000 69 12" RCP STORM SEWER, CLASS S LF 466 2S.00 310 457 111,42S00 70 15" RCP STORM SEWER, CLASS S LF 279 2800 268 $7,50400 71 18" RCP STORM SEWER, CLASS S LF 762 30.00 83 72S 121,750.00 72 21" RCP STORM SEWER, CLASS 4 LF 32 32.00 32 11,02400 73 CLASS III RANDOM RIPRAP CY 114 70.00 85 15,95000 74 2' X 3' CB, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 8 150000 6 $9,00000 75 4' DIA STORM SEWER CBMH, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 14 1700.00 2 12 120,400.00 76 4' DIA STORM SEWER MH, INCL R-1642-B C5TG AND CONC ADJ RINGS EA 17DD 00 11)0000 77 5' DIA STORM MH, INCL R-1642-B CSTG AND CONC ADJ RINGS EA 170000 11)0000 78 2' X 3' CB WITH 2' SUMP, INCL. R-3067-V CSTG AND CONC ADJ RINGS EA 1800.00 11,800.00 79 4' DIA CBMH WITH 2' SUMP, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 1 23DOOD 12,30000 80 WOOD WEIR EA 2 1600 00 10.OD 81 4" PERFORATED POLYETHYLENE DRAINTILE PIPE WITH SOCK WRAP LF 10050 200 2622 7041 114,08200 82 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - 5TORM SEWER LF 400 500 154 $770 00 83 COMMON EXCAVATION (EV) CY 125DO 800 1000 9000 $72,00000 84 SUBGRADE EXCAVATION (EV) CY 5750 1 DO 35 $3500 85 SUBGRADE PREPARATION - STREET SY 16500 0.01 1850 11000 111000 86 GEOTEXTILE FABRIC, TYPE V SY 16500 130 11000 114,30000 87 SElECT GRANULAR BORROW (CV) CY 9750 1400 1000 8DDD 1112,00000 88 AGGREGATE BASE, CLASS 5 TN 8100 8.00 60D 5000 14D,OOO 00 89 AGGREGATE BASE, ClASS 5 - SIDEWALKS AND DRIVEWAYS TN 1000 13.00 $000 90 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 375 9200 1000 91 TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 1625 5515 1000 92 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2010 TN 1125 6170 1000 93 BITUMINOUS MATERIAL FOR TACK COAT - 2010 GAL 825 215 $000 94 SAW AND SEAL TRANSVERSE JOINTS IN BITUMINOUS WEAR COURSE -2010 LF 3750 165 $000 95 B618 CONCRETE CURB AND GUTTER LF 7800 884 $0 00 96 SURMOUNTABLE CONCRETE CURB AND GUTTER LF 220 983 $0.00 97 SURMOUNTABLE CONCRETE CURB AND GUTTER- HAND WORK LF 100 1530 $0 00 61609169REQ5.x1s 69 Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 98 CURB REINFORCEMENT BARS, NO.4 LF 100 093 \0.00 99 INSTALL STEEL PLATE COVERS. BOX CULVERTS ON PEL TIER LAKE DRIVE EA 2 200000 2 \4,00000 100 CONCRETE FLUME SF 100 S 40 \000 101 6" CONCRETE DRIVEWAY PAVEMENT SY 800 4400 \0.00 102 6" CONCRETE PEDESTRIAN RAMP SY SO 4300 \0.00 103 4" CONCRETE SIDEWALK SY 1010 21.00 $0.00 104 TRUNCATED DOME PANEL SF 60 32.00 $0.00 101 MILL BITUMINOUI CONSTRUCTION JOINT LF 200 410 $000 106 TOPSOIL BORROW (LV) CY 2110 200 $0.00 107 SODDING, lAWN TYPE SY 13410 261 $000 108 TURF REINFORCEMENT MAT SY 10 910 $0.00 109 SEGMENTAL RETAINING WALL SF 1710 1600 $0.00 110 CONITRUCT RAIN GARDEN SF 12100 3 II $0.00 111 SEEDING, INCt MNDOT SEED MIX 270 AND EROSION CONTROl BLANKET, CATER GORY 3, BIOOEGRADABlE NETTING SY 1350 125 $0.00 112 GRADING AND SHAPING BEHIND THE CURBlINE. TYPE I AND II IMPROVEMENT AREAl ONLY LS 1 100 $0.00 113 CATCH BAliN PROTECTION EA 23 5000 23 $1,15000 114 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 25 8000 4.25 1375 $1,10000 TOTAL PART 2B. TYPE I, II, AND III IMPROVEMENTS . PELTIER lAKE DR & CENTERVllLE RDAREAS: $348,80000 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 600 300 300 $900.00 117 REMOVE CONCRETE CURB AND GUTTER LF 100 600 $0.00 118 SALVAGE AND REINSTALL IRRIGATION LINES IF 100 3.00 $000 119 SALVAGE AND REINSTALL IRRIGATION HEADS EA 5 90.00 $000 120 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 600.00 $0.00 121 GROUT EXISTING STRUCTURE, INCl DOGHOUSES, INVERTS, BENCHES EA 1 90.00 $0.00 122 SAWING BITUMINOUS PAVEMENT LF 300 3.00 $0.00 123 6" WATER MAIN DIRECTIONAL DRILLED LF 375 30.00 375 $11,25000 124 6" GATE VALVE AND BOX EA 1 1100.00 1 $1,100.00 125 HYDRANT WITH VALVE EA \ 410000 1 $4,10000 126 DUCTILE IRON FITTINGS lB 350 3.00 300 300 $900.00 127 CONNECT WATER SERVICE TO EXISTING PLUMBING INSIDE HOME EA 3 SOO.OO 3 $1,50000 128 1" CORPORATION STOP WITH 8" SADDLE EA S 300 00 5 $1,50000 129 1" CURB STOP AND BOX EA S 300 00 5 $1,50000 130 1" WATER SERVICE DIRECTIONAL DRILLED. MAIN TO CURB STOP LF 350 2200 300 $6,60000 131 1" WATER SERVICE DIRECTIONAL DRilLED. ClIRB STOP TO HOME LF 2S0 2800 300 $8,40000 132 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT WATER MAIN LF 50 500 $000 133 AGGREGATE 8ASE, CLASS 5 TN 250 12.00 30 $360.00 134 TYPE LV4 WEARING COURSE MIXTURE (B). DRIVEWAYI TN 2S 11000 $0.00 13S BITUMINOUS PATCHING. STREET, TYPE LV 3 NON WEARING COURSE MIXTURE (B) TN 100 76.00 $0.00 136 BITUMINOUS PATCHING. STREET, TYPE LV 3 WEARING COURSE MIXTURE (B) TN 60 7700 $0.00 137 BITUMINOUS MATERIAL FOR TACK COAT. 2009 GAL 4S 640 $000 138 SURMOUNTABLE CONCRETE CURB AND GUTTER. HAND WORK IF 100 16.00 $000 139 TOPSOil BORROW (LV) CY 50 4.00 $000 140 SODDING. lAWN TYPE SY 200 261 $0.00 141 ITREET SWEEPER (PICKUP BROOM WIOPERATOR) HR 3 8000 $0.00 TOTAL PART 3. CLEARWATER DRIVE. DIRECTIONAL ORILL WATER MAIN AND SERVICES: $38,11000 61609169REQ5x1s ~() Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date 8 ACCESS ROAD GRAVEL TN 131 800 135 11,08000 9 CREW HOURS HR 21 755.00 21 11.58150 10 DRYING/SEPARATING/HAULING OFFSITE lS 1 1600.00 1 11,60000 TOTAL CHANGE ORDER NO.3 1179,33650 CHANGE ORDER NO.4 1 CLAIM 1 (WO #1349) II 1 3992.00 13,99200 2 CLAIM 2 (WO #4801) lS 1 381.17 138157 3 CLAIM 3 (WO #4222) II 1 2404.26 12.40426 4 CLAIM 4 (WO #4160) lS 1 2699.00 12,69900 6 CLAIM 6 - DEDUCTION FOR ENDING ARRA REQUIREMENTS lS 1 -1100.00 ($1,10000) 7 CLAIM 7 - UNIT PRICE REDUCTION SY 1350 -038 1000 8 CLAIM 8 (WO #1310) lS 1 366072 13,66072 9 CLAIM 9 (WO #3410 AND 3412) lS 1 117801 15,17805 TOTAL CHANGE ORDER NO 4 116,81160 TOTAL PART 1 - PROJECT MANAGEMENT- TOTAL PART 2A- TYPE I, II, AND III IMPROVEMENTS - PELTIER lAKE DR & CENTERVlllE RD AREAl: TOTAL PART 2B- TYPE I, II, AND IIIIMPROVEMENTI - PElTIER lAKE DR & CENTERVlllE RD AREAS: TOTAL PART 3 - ClEARWATER DRIVE - DIRECTIONAL DRill WATER MAIN AND IERVICEI: TOTAL PART 4 - OFF PROJECT. DIRECTIONAL DRill WATER SERVICES: TOTAL CHANGE ORDER NO 1 TOTAL CHANGE ORDER NO 2 TOTAL CHANGE ORDER NO 3 TOTAL CHANGE ORDER NO.4 TOTAL WORK COMPLETED TO DATE 147.40000 $296,157.01 $348,80000 $38,110.00 $2,311.00 18,00000 $000 1179,33650 $16,81160 1937,330 11 61609169REQ5xls !PI PROJEG PAYMENT STATUS OWNER CITY OF CENTERVILLE CITY PROJECT NO. 200901 BONESTROO FILE NO. 000616-09169-0 CONTRACTOR FOREST LAKE CONTRACTING CHANGE ORDERS No. Date Description Amount 1 4/20/2009 This Change Order provides for additional work on this project. See $8,000.00 Change Order 2 5/21/2009 This Change Order provides for additional work for this project. See $67,895.7S Change Order 3 5/29/2009 This Change Order provides for additional work on this project. See $173,220.50 Change Order 4 8/20/2009 This Change Order provides for adjustments to this project. See $16,302.60 Change Order Total Change Orders $265,418.85 PAYMENT SUMMARY No. From To Payment Retainage Comoleted 1 05/04/2009 05/19/09 38,952.10 2,050.11 41,00221 2 OS/20/2009 06/17/09 257,763.97 15,616.64 312,332.71 3 06/18/2009 07/15/09 187,869.30 25,504.49 510,08986 4 07/16/2009 08/20/09 300,355.56 41,312.68 826,253.61 I 5 08/21/2009 09/21/09 105,522.67 46,866 51 937,330.11 Material on Hand Total Payment to Date $890,46360 Original Contract $1,534,085.11 Retainage Pay No. 5 46,866.51 Change Orders $ 265,41885 Total Amount Earned $937,330 11 Revised Contract $1,799,503.96 61609169REQS,xls 01- CONTRACTOR"S cut" T FOR YOUR FILE # Bonestroo Owner: Citv of Centerville, 1880 Main 51., Centerville, MN 55038 Date'. SeptembN 21, 2009 For Period: 8/21/200910 9/21/2009 Request No: 5 Contractor: Forest Lake Contractino, 14777 Lake Dr, Forest Lake, MN 55025 CONTRACTOR'S REQUEST FOR PAYMENT 2009 STREET IMPROVEMENTS BONESTROO FILE NO 000616-09170-0 CITY PROJECT NO. 2009.02 SUMMARY 1 Original Contract Amount 2 Change Order - Addition 3 Change Order - Deduction 4 Revised Contract Amount 5 Value Completed to Date 6 Material on Hand 7 Amount Earned 8 Less Retainage 5% 9 Subtotal 10 Less Amount Paid Previously 11 Liquidated damages - 12 AMOUNT DUE THIS REQUEST FOR PAYMENT NO. $ 1,351)3725 $ 51,30716 $ 000 $ 1,403,04441 $ 666,49936 $ 000 $ 666,49936 $ 33,32497 $ 633,17439 $ 584,156 78 $ 0.00 5 $ 49,01761 Recommended lor Approval by: BONESTROO ~A- Approved by Contractor' FOREST LAKE CONTRACTING Approved Dy Owner: CITY OF CENTERVILLE Specified Contract Completion Date Date 61609170REQ5xJs 63 Contract Unit Current Quantity Amount No, Item Unit Quantity Price Quantity to Date to Date PART 1 "PROJECT MANAGEMEN1: 1 MOBILIZATION lS ZZOOO,OO 0,8 117,60000 2 TRAFFIC CONTROL lS 4000,00 OS 12,00000 TOTAL PART 1 - PROJECT MANAGEMENT: 119,60000 PARl 2 " TYPE III & IV IMPROVEMEN1S: 3 TEMPORARY ROCK CONSTRUCTION ENTRANCE TN SO 1500 $000 4 51l T FENCE, MACHINE SLICED IF 1700 040 1252 1500,80 5 REMOVE BITUMINOUS PAVEMENT SY 29300 2,00 3342 26000 152,00000 6 REMOVE CONCRETE CURB AND GUTTER IF ZZ50 4,00 99 2700 110,80000 7 REMOVE BITUMINOUS DRIVEWAY SY 375 4,00 10,00 8 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 50 500 21 46 1230 00 9 REMOVE STORM SEWER PIPE IF 100 8,00 18 18 114400 10 REMOVE TREE EA 10 9500 7 1665,00 11 REMOVE STORM SEWER CATCH BASIN MANHOLE EA 4 300,00 4 11,20000 12 BOLT REPLACEMENT - HYDRANT AND GATE VALVE EA 15 110000 lS 116,SOOOO 13 BOLT REPLACEMENT - GATE VALVE EA 24 400,00 18 17,20000 14 SALVAGE AND REINSTALL IRRIGATION LINES IF 250 JOO 10,00 lS SALVAGE AND REINSTAll IRRIGATION HEADS EA 10 80,00 $0,00 16 ADJUST EXISTING CURB BOX EA 10 11 000 1110,00 17 ADJUST EXISTING VALVE BOX EA 23 300,00 1000 18 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 39 SOOOO $000 19 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 7 300 00 2 $600 00 20 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 16 600,00 S 13,00000 21 RECONSTRUCT SANITARY MANHOlE LF 11 300,00 4 8 12,40000 ZZ RECONSTRUCT EXISTING VALVE BOX EA 7 30000 1000 23 GROUT EXISTING STRUCTURE, INCl, DOGHOUSES, INVERTS, BENCHES EA 25 250,00 $0,00 24 SAWING BITUMINOUS PAVEMENT IF 775 300 753 $2,25900 25 5AWING CONCRETE PAVEMENT IF 50 400 100 120 $480 00 26 MILL BITUMINOUS CONSTRUCTION JOINT IF 300 JOO $000 27 REMOVE EXISTING 18" TRASH GUARD EA 1 60,00 $0,00 28 ClEAN EXISTING STORM PIPE LF 300 5,00 $0,00 29 CONNECT TO EXISTING STORM 5EWER STRUCTURE EA 1 600,00 $600,00 30 CONNECT TO EXISTING RCP STORM SEWER EA 5 60000 $600,00 31 INSTALL 18" TRASH GUARD ON EXISTING FLARED END SECTION EA 1 35000 $000 32 15" RCP FLARED END SECTION, INCL TRASH GUARD EA 2 800,00 2 11,60000 33 12" RCP STORM SEWER, CLASS 5 IF 135 3000 128 13,840,00 34 15" RCF STORM SEWER, CLAS5 5 IF 365 noo 47.5 406 113,39800 3S 18" RCP STORM SEWER, ClASS 5 IF 48 36,00 1000 36 ClASS III RANDOM RIPRAP CY 70 70,00 18 $1,26000 37 2' X 3' C8, INCL R-3067-V CSTG AND CONC ADJ RINGS EA 3 1600 00 3 14,80000 38 4' DIA STORM SEWER CBMH, INCl, R-3067-V CSTG AND CONC ADJ RINGS EA 1800,00 6 $10,80000 39 CONSTRUCT 4' DIA CBMH OVER EXISTING STORM SEWER PIPE, INCl R-3067-V CSTG AND CONC ADJ RINGS EA 1 2500,00 1 12,50000 40 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 42 18000 6 36 16,480 00 41 4" PERFORATED POLYETHYLENE DRAINTllE PIPE WITH SOCK WRAP IF 3500 300 302 3400 110,20000 42 4" PERFORATED POLYETHYlENE DRAINTILE PIPE WITH COARSE FilTER AGGREGATE, GEOTEXTILE WRAP, AND SOCK WRAP IF 12400 800 6355 11554 $92,432,00 43 IMPROVED PIPE FOUNDATION, PER 6" INCREMENT - STORM SEWER LF 300 500 1000 44 COMMON EXCAVATION (EV) CY 5000 700 114 4000 \28,00000 45 COMMON EXCAVATION (EV) , STORM SEWER CROSSINGS CY 4500 001 -1401 1548 $1548 46 SUBGRADE EXCAVATION (EV) CY 2000 700 259 259 $1,813 00 61609170REQSxls ~1 Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to DatE! 47 TOlERANCE ClASS S - TYPE IV IMPROVEMENTS ONL Y IF 6500 250 1400 4160 $10,400 DO 48 SUBGRADE PREPARATION - STREET SY 10900 0.01 4996 $49.96 49 GEDTEXTllE FABRIC, TYPE V SY 10900 140 8000 $11,20000 50 SELECT GRANULAR BORROW (CV) CY 7000 1200 400 4000 $48,000 00 51 AGGREGATE BASE, ClASS 5 TN 5150 800 1263 7000 $56,00000 52 TYPE lV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 225 77 00 $000 53 TYPE l V 3 NON WEARING COUR5E MIXTURE (B) TN 3975 4750 1000 1000 $47,50000 54 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 2850 4B.00 $000 55 BITUMINOUS MATERIAL FOR TACK COAT - 2009 GAL 1850 US $0.00 56 SAW AND SEAL TRANSVERSE lOINT5 IN BITUMINOUS WEAR COURSE - 2009 IF 6700 UO $0.00 57 CONCRETE CURB AND GUTTER IF 2250 1400 2106 $29,48400 58 CUR8 REINFORCEMENT BARS, NO.4 IF 1120 050 240 $120.00 59 6" CONCRETE DRIVEWAY PAVEMENT SY 55 4000 25 $1,00000 60 TOPSOIL BORROW (lV) CY 400 1200 112 $1,34400 61 SODDING, LAWN TYPE SY 2300 4 DO 463 $1,85200 62 TURF REINFORCEMENT MAT SY 50 12.50 $0.00 63 TRANSPLANT TREE - PINE EA 7 150.00 $0.00 64 TRANSPLANT TREE - DECIDUOUS EA 1 15000 $15000 65 SEGMENTAL RETAINING WAll SF 1750 1700 $0.00 66 CONSTRUCT RAIN GARDEN SF 8500 375 6DO 8000 $30,00000 67 SEEDING, INCl MNDOT SEED MIX 270 AND EROSION CONTROL BLANKET, CATERGORY 3, 810DEGRADABLE NETTING SY 950 190 $000 68 DITCH EXCAVATION - 7JRD STREET, NORTH OF EXISTING FLARED END SECTION LF 50 3iOO $000 69 CATCH BASIN PROTECTION EA 18 50.00 18 $900 00 70 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 35 BOOO 45 17 $1,36000 TOTAL PART 2 - TYPE III & IV IMPROVEMENTS: $515,78724 PART 3 . TYPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: 71 REMOVE BITUMINOUS PAVEMENT SY 1975 300 1500 $4,50000 72 REMOVE CONCRETE CURB AND GUTTER LF 750 400 1000 1237 $4,94800 73 REMOVE BITUMINOUS DRIVEWAY SY 150 4.00 $000 74 REMOVE BITUMINOUS PATH SY 20 4.00 $000 75 REMOVE STORM SEWER PIPE IF 80 8.00 $0.00 76 SALVAGE AND REINSTALL IRRIGATION LINES IF 100 300 $0.00 77 SALVAGE AND REINSTAll IRRIGATION HEADS EA 5 8000 $000 78 BOlT REPLACEMENT. HYDRANT AND GATE VALVE EA 9 110000 8 $8,80000 79 BOLT REPLACEMENT - GATE VALVE EA 9 500.00 9 $4,500 DO 80 SALVAGE AND REINSTAll MAilBOX EA 5 100 DO $000 Bl ADJUST EXISTING VALVE BOX EA 9 400 00 $000 82 ADJUST EXISTING SANITARY SEWER MANHOLE FRAME AND RING CASTING EA 13 50000 $000 83 ADJUST EXISTING STORM SEWER CATCHBASIN FRAME AND RING CASTING EA 3 300 00 $000 84 ADJUST EXISTING STORM SEWER CATCHBASIN MANHOLE FRAME AND RING CASTING EA 6 60000 $000 85 GROUT EXISTING STRUCTURE. INCl DOGHOUSES, INVERTS. BENCHES EA 5 30000 -376 $0.00 86 SAWING BITUMINOUS PAVEMENT IF 1500 3 DO 376 376 $1,128 DO 87 Mill BITUMINOUS CONSTRUCTION JOINT IF 185 300 $000 88 EDGE Mill BITUMINOUS 6' WIDE IF 7850 080 $000 89 CLEAN EXISTING STORM PIPE LF 200 500 $000 90 CONNECT DRAINTILE TO EXISTING STORM STRUCTURE EA 14 16000 $000 91 4" PERFORATED POLYETHYlENE DRAINTllE PIPE WITH SOCK WRAP IF 300 300 141 $423.00 92 COMMON EXCAVATION (EV) - STORM SEWER CROSSINGS CY 5500 001 1156 $11 56 93 SUBGRADE EXCAVATION (EV) CY 1200 700 $000 94 GEOTEXTllE FABRIC. TYPE V SY 1750 140 1461 $2,04540 61609170REQ5xls ~6 Contract Unit Current Quantity Amount No, Item Unit Quantity Price Quantity to Date to Date 95 SELECT GRANULAR BORROW (CV) CY 350 1800 559 110,06200 96 AGGREGATE 8A5E, ClAS5 5 TN 950 1500 500 $7,50000 97 AGGREGATE BA5E, CLASS 5 - SIDEWALKS AND DRIVEWAYS TN 75 22 00 61 61 11,34200 98 TYPE LV4 WEARING COURSE MIXTURE (B) - DRIVEWAYS TN 30 8200 $000 99 BITUMINOUS PATCHING - STREET, TYPE LV 3 NON WEARING COUR5E MIXTURE (B) TN 575 6100 $0.00 100 TYPE LV 3 WEARING COURSE MIXTURE (B) - 2009 TN 1475 4800 $000 101 BITUMINOUS MATERIAL fOR TACK COAT - 2009 GAL 875 175 $000 102 CONCRETE CURB AND GUTTER Lf 750 1400 $0.00 103 CURB REINfORCEMENT BARS, NO 4 Lf 300 0.50 $000 104 6" CONCRETE PEDESTRIAN RAMP SY 10 4100 $000 105 4" CONCRETE SIDEWALK 5Y 130 nOD $0.00 106 TRUNCATED DOME PANEL 5f 12 40.00 $0.00 107 TOPSOIL BORROW (LV) CY 150 18.00 10.00 108 SODDING, LAWN TYPE SY 1000 5.00 $0.00 109 STREET SWEEPER (PICKUP BROOM W/OPERATOR) HR 10 80.00 $0.00 TOTAL PART 3 - TVPE V IMPROVEMENTS - CLEAR RIDGE, GRANGE VIEW, 8RIAN WAY, BRIAN DRIVE, AND fOX RUN AREAS: $45,25996 PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, BRD STREET, AND QUEBEC STREET AREAS: 110 CLEAR AND GRUB AND REMOVE LANDSCAPE, BRIAN DRIVE AREA LS 1 2000.00 $2,00000 111 REMOVE TREE - QUEBEC STREET AREA EA 4 95.00 $0.00 112 SALVAGE AND REINSTALL IRRIGATION LINES Lf 200 300 $0.00 113 SALVAGE AND REINSTALL IRRIGATION HEADS EA 10 80.00 $0.00 114 SALVAGE AND REINSTAll fENCE If 775 1000 $000 115 DITCH EXCAVATION Lf 110 3300 $000 116 CONSTRUCT 4' DIA STORM SEWER MH OVER EXISTING STORM SEWER PIPE, INCl R-1642-B CSTG AND CONC AD) RINGS EA 240000 $2,40000 117 6" PERfORATED PVC DRAINTlLE PIPE, SCHEDULE 40, WITH COARSE fiLTER AGGREGATE AND GEOTEXTILE WRAP - QUEBEC STREET AREA LF 800 2400 7BO $18,72000 118 6" PERFORATED PVC DRAINTILE PIPE, SCHEDULE 40, WITH COARSE FILTER AGGREGATE AND GEOTEXTllE WRAP - BRIAN DRIVE AREA LF 515 28.00 500 500 $14,000.00 119 6" PERFORATED PVC DRAINTILE PIPE, 5CHEDULE 40, WITH COARSE FilTER AGGREGA TE AND GEOTEXTILE WRAP - 73RD STREET AREA LF 175 2800 175 14,900 00 120 6" PVC 90 DEGREE BEND EA 7 2000 8 $16000 121 6" X 6' PVC TEE EA 10 30.00 $0.00 122 6' PVC ClEANOUT EA 7 74000 8 11,92000 123 6" YARD DRAIN EA 12 140.00 $000 124 6' RODENTCAP EA 2 2200 2 2 144.00 125 5" BLACK POLYETHYLENE LAWN EDGING LF 300 5.00 $0.00 126 1 1/2" WA5HED RIVER ROCK CY 100 60.00 100 100 $6,00000 127 CLA5S III RANDOM RIPRAP CY 16 80.00 15 15 11,20000 128 TOPSOIL BORROW (LV) CY 45 3000 55 100 13,00000 129 SODDING, lAWN TYPE SV 2500 400 1315 $5,26000 130 fiNAL GRADING AND SHAPING BACKYARD5 - 13RD STREET AREA SY 450 100 157 $15700 131 FINAL GRADING AND SHAPING BACKYARDS - QUEBEC STREET AREA SY 1150 100 1158 $1,15800 132 FINAL GRADING AND SHAPING BACKYARDS - BRIAN DRIVE AREA SY 900 100 $000 TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET, AND QUEBEC STREET AREAS 160.91900 61609170REQ5x1s !,t Contract Unit Current Quantity Amount No. Item Unit Quantity Price Quantity to Date to Date ALTERNATE NO.1 - FUNDING AGENCY REQUIREMENTS: 133 ADDITIONAL COMPENSATION NEEDED IF FUNDING AGENCY REQUIREMENTS ARE ADDED TO THE JOB lS 14000.00 114.000.00 TOTAL ALTERNATE NO 1 - FUNDING AGENCY REQUIREMENTS 114,00000 CHANGE ORDER NO.1 1 CLAIM 1 t-NO #3629) LS 1 B2914 1 IB2914 2 CLAIM 2 t-NO #5346) LS 1 106.00 1 110600 3 CLAIM 3 t-No #4215) LS 1 770.65 1 $770.65 4 REMOVE CONCRETE CURB AND GUTTER (TYPE III AND IV STREETS LF 2000 4.00 2000 18.000.00 5 CONCRETE CURB AND GUTTER (TYPE III AND IV STREETS) IF 2000 1400 $0.00 6 REMOVE CONCRETE CURB AND GUTTER (TYPE V STREETS) LF 1000 4.00 1000 $4,00000 7 CONCRETE CURB AND GUTTER (TYPE V STREETS) LF 1000 1400 $0 00 B CEASING ARRA REQUIREMENTS LS 1 -3000.00 1$3,00000) 9 HYDROSEEDlNG IN LIEU OF WOOD FIBER BLANKET SY 950 -O.3B $000 10 HYDROSEEDING IN LIEU OF SOD SY 2300 -0.55 $000 11 CLAIM 11 t-No #3409) LS 1 227.3) $227.3) TOTAL CHANGE ORDER NO.1 $10,93316 TOTAL PART 1 - PROJECT MANAGEMENT: TOTAL PART 2 - TYPE III & IV IMPROVEMENTS TOTAL PART 3 - TYPE V IMPROVEMENTS - ClEAR RIDGE, GRANGE VIEW, BRIAN WAY, BRIAN DRIVE, AND FOX RUN AREAS: TOTAL PART 4 - BACKYARD DRAINAGE IMPROVEMENTS - BRIAN DRIVE, 73RD STREET. AND QUEBEC STREET AREAS TOTAL ALTERNATE NO.1 - FUNDING AGENCY REQUIREMENTS: TOTAL CHANGE ORDER NO 1 TOTAL WORK COMPLETED TO DATE $19,60000 $515,78724 $45,25996 $60,919.00 $14,00000 $10,93316 $666,499.36 61609170REQ5.x1s !o1 PROJECT PAYMENT STATUS OWNER CITY OF CENTERVILLE CITY PROJECT NO, 200902 BONESTROO FILE NO, 000616-09170-0 CONTRACTOR FOREST LAKE CONTRACTING CHANGE ORDERS No. Date DescriptIOn Amount 1 8/20/2009 This Change Order provides for adjustments to this project. See $51,30716 Change Order. Total Change Orders $51,307.16 PAYMENT SUMMARY No. From To Payment Retainage Completed 1 05/04/2009 05/19109 17,622.50 92750 18,550,00 2 OS/20/2009 06/17/09 102,97620 6,347,30 126,946,00 3 06/18/2009 0711 5/09 194,88521 16,604.42 332,08833 4 07116/2009 08/20/09 268,672,87 30,74509 614,901.87 5 08/21/2009 09/21/09 49,01761 33,324,97 666,49936 Material on Hand Total Pavment to Date $633,17439 Original Contract $1,351,73725 Retainaqe Pay No, 5 33,324,97 Change Orders $51,30716 Total Amount Earned $666,499,36 Revised Contract $1,403,044,41 61609170REQ5x1s hi Sept 23, 2009 To: Centerville City Council From: Tom Lee Subject: Resignation Due to increased professional and familiar obligations, I find that I am no longer able to dedicate the kind oftime and energy that I feel the position of Council member demands. Regretfully, I feel the appropriate thing to do, is to resign my position as Council member to allow another individual with more availability to serve this community to the degree our citizens deserve. It has been my honor and privilege to serve this community in this capacity and I will forever be grateful for the opportunity. Please accept my resignation effective at the conclusion of the September 23 regularly scheduled Council meeting. Respectfully, Thomas A. Lee --~~(1-~ q ~~/09