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HomeMy WebLinkAbout2003-227 Council Resolution• • CITY OF LINO LAKES RESOLUTION NO. 03- 227 RESOLUTION APPROVING PAYMENT NO. 8 (FINAL) FOR THE LAKE/APOLLO DR. IMPROVEMENTS PROJECT WHEREAS, the construction of the Lake/Apollo Dr. Improvements Project has been completed by Forest Lake Contracting, Inc. and; WHEREAS, the one-year warranty period for this project will begin with the final payment. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Payment number 8 (final) in the amount of $15,907.20 is approved for a total contract amount of $1,491,720.29. Adopted by the City Council this 15th day of December, 2003. Ann J. Glair, City Clerk Jo J. Ber eso , Mayor AGENDA ITEM 76 STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: December 15, 2003 TOPIC: Resolution No. 03-227, Approving Final Payment, Lake Dr./Apollo Dr. Improvements VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for the Lake/Apollo Dr. Improvements Project, Forest Lake Contracting, Inc., is requesting City approval of Payment No. 8 (final) in the amount of $15,907.20. A copy of the final payment is attached. The contractor has completed all work and has provided all necessary documentation. The original contract amount was $1,509,275.30 and the final contract amount is $1,491,720.29. The total for the project was $17,555.01 under the bid amount and $188,675.46 under the Engineer's estimate of $1,680,395.75. Approval of the final payment will begin the one-year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 03-227Approving Payment No. 8 (final) for the Lake/Apollo Dr. Improvements Project. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 03 -227 be approved. • • TKDA ENGINEERS • ARCHITECTS • PLANNERS December 1, 2003 Mr. Jim Studenski, P.E. City of Lino Lakes Engineer 600 Town Center Parkway Lino Lakes, Minnesota 55014 Re: Lake Drive/Apollo Drive Improvements City of Lino Lakes, Minnesota TKDA Commission No. 12426-01 Dear Mr. Studenski: 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Enclosed are three (3) copies of Estimate and Certificate No. 8 (final) in the amount of $15,907.20 and Compensating Change Order No. 2 in the deduct amount of $16,254.76 for the above -referenced project. Also enclosed are the required Consent of Surety to Final Payment and Minnesota Tax Withholding Form IC -134 submitted by the Contractor. When payment is made, please return the blue copy to TKDA. The pink copy is for the Contractor and the white copy is for City records. Please call if you have any questions. SAB:art Enclosures An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA GINEERS •ARCHITECTS • PLANNERS 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101-2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Comm. No. 12426-01 Cert. No. 8 (Final) St. Paul, MN, November 21 , 20 03 Owner , Contractor To City of Lino Lakes, Minnesota This Certifies that Forest Lake Contracting, Inc. For Lake Drive/Apollo Drive Improvements Is entitled to Fifteen Thousand Nine Hundred Seven Dollars and 20/100 FINAL being 8th estimate for paw payment on contract with you dated March 11 Received payment in full of above Certificate. TICDA Forest Lake Contracting, Inc. , 20 Scott A. Brink, P.E. ($ 15,907.20 ) 2002 RECAPITULATION OF ACCOUNT An Employee Owned Company Promoting Affirmative Action and Equal Opportunity CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 1,509,275.30 All previous payments $ 1,475,813.09 All previous credits Extra No. Change OrderNo. 1 $ (1,300.25) Compensating Change Order No. 2 $ (16,254.76) „ O „ „ Credit No. $ - „ , „ II „ , AMOUNT OF THIS CERTIFICATE $ 15,907.20 Totals$ 1,491,720.29 $ 1,491,720.29 $ - Credit Balance There will remain unpaid on contract after payment of this Certificate $ - 11$ _ 1,491,720.29 I $ 1,491,720.29 1 $ - An Employee Owned Company Promoting Affirmative Action and Equal Opportunity TKDA Engineers -Architects -Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS Estimate No. 8 (Final) Period Ending Contractor Forest Lake Contracting, Inc. Original Contract Amount 1,509,275.30 November 30 , 20 03 Page 1 of 1 Comm. No. 12426-01 Project Lake Drive/Apollo Drive Improvements Location City of Lino Lakes. Minnesota Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed Approved Extra Orders Amount Completed ioTotal Amount Earned This Estimate • $ 1,491,720.29 $ 0.00 0.00 $ 0.00 $ 1,491,720.29 Less Approved Credits $ 0.00 Less 0 % Retained $ 0.00 Less Previous Payments $ 1,475,813.09 Total Deductions $ 1,475,813.09 Amount Due This Estimate 15,907.20 Date 11/2 i°3 Date November 21, 2003 • • • ESTIMATE NO. 8 (FINAL.) LAKE DRIVE/APOLLO DRIVE CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12426-01 ITEM MnDOT NO. NO. DESCRIPTION PERIOD ENDING: November 30, 2003 CONTRACT QUANTITY UNIT AMOUNT UNIT QUANTITY TO DATE PRICE TO DATE 1 2021.501 MOBILIZATION LS 1 1.0 $ 50,000.00 $ 50,000.00 2 2101.501 CLEARING ACRE 0.15 0.15 $ 1,000.00 $ 150.00 3 2101.502 CLEARING TREE 74 47.0 $ 1.00 $ 47.00 4 2101.507 GRUBBING ACRE 0.15 0.15 $ 1,000.00 $ 150.00 5 2101.507 GRUBBING TREE 74 47.0 $ 1.00 $ 47.00 6 2103.501 REMOVE BUILDING, SLABS AND DEBRIS LS 1 0.71 $ 6,000.00 $ 4,260.00 7 2104.501 REMOVE PIPE CULVERTS LF 519 507.0 $ 6.00 $ 3,042.00 8 2104.501 REMOVE PIPE STORM SEWER LF 904 904.0 $ 8.00 $ 7,232 00 9 2104.501 REMOVE CURB AND GUTTER LF 148 248.0 $ 4.00 $ 992.00 10 2104.501 REMOVE FENCE LF 309 309.0 $ 4.00 $ 1,236.00 11 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 88 80.0 $ 5.00 $ 400.00 12 2104.505 REMOVE CONCRETE PAVEMENT SY 7,200 7,200.0 $ 3.00 $ 21,600.00 13 2104.505 REMOVE BITUMINOUS PAVEMENT SY 15,462 15,617.0 $ 2.00 $ 31,234.00 14 2104.509 REMOVE DRAINAGE STRUCTURE EA 4 4.0 $ 400.00 $ 1,600.00 15 2104.511 SAWING CONC PAVEMENT (FULL DEPTH) LF 200 - $ 4.00 $ 16 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 300 312.0 $ 3.00 $ 936.00 17 2104.523 SALVAGE SIGN TYPE C EA 1 1.0 $ 14.00 $ 14.00 18 2104.523 SALVAGE SIGN TYPE D EA 2 2.0 $ 14.00 $ 28.00 19 2104.523 SALVAGE LIGHTING UNIT EA 1 1.0 $ 310.00 $ 310.00 20 2104.602 RELOCATE MAILBOX EA 11 11.0 $100.00 $ 1,100.00 21 2105.501 COMMON EXCAVATION (P) CY 24,007 27,071.0 $ 2.25 $ 60,909.75 22 2105.507 SUBGRADE EXCAVATION CY 11,365 11,593.0 $ 3.25 $ 37,677.25 23 2105.525 TOPSOIL BORROW (LV) CY 2,000 - $ 0.01 $ 24 2130.501 WATER FOR DUST CONTROL MGAL 500 550.0 $ 8.00 $ 4,400.00 25 2211.503 AGGREGATE BASE, CL 5 (P) TON 11,100 11,100.00 $ 9.00 $ 99,900.00 26 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (B) TON 75 160.70 $ 60.00 $ 9,642.00 27 2350.501 TYPE HV 4 WEARING COURSE MIXTURE (Cr TON 2,600 2,368.34 $ 40.00 $ 94,733.60 28 2350.502 TYPE HV 3 NON -WEARING COURSE MIXTURE (Cr TON 2,600 2,456.73 $ 38.00 $ 93,355.74 29 2350.502 TYPE MV 3 NON -WEARING COURSE MIXTURE (Bp TON 8,200 7,740.65 $ 28.00 $ 216,738.20 30 2350.601 TEMPORARY PAVEMENT SY 2,961 2,961.0 $ 10.00 $ 29,610.00 31 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 4,8003,625.0 $ 1.00 $ 3,625.00 32 2501.515 15 -RC PIPE APRON WITH TRASH GUARD EA 2 2.0 $ 800.00 $ 1,600.00 33 2501.515 18"RC PIPE APRON WITH TRASH GUARD EA 7 7.0 $ 800.00 $ 5,600.00 34 2501.521 22" SPAN RC PIPE -ARCH CULVERT CLASS 5 LF 95 95.0 $ 45.00 $ 4,275.00 35 2501.525 22" SPAN RC PIPE -ARCH APRON W/TRASH GRD EA 2 2.0 $ 1,500.00 $ 3,000.00 36 2503.511 12 -RC PIPE SEWER CLASS 5 LF 326 326.0 $ 20.00 $ 6,520.00 37 2503.511 15"RC PIPE SEWER CLASS 5 LF 1,090 1,082.0 $ 22.00 $ 23,804.00 38 2503.511 18"RC PIPE SEWER CLASS 5 LF 1,116 1,087.0 $ 24.00 $ 26,088.00 39 2503.511 24"RC PIPE SEWER CLASS 3 LF 396 387.0 $ 26.00 $ 10,062.00 40 2503.511 8" PVC PIPE SEWER, SDR 28 LF 867 784.0 $ 32.00 $ 25,088.00 41 2503.603 TELEVISE SANITARY SEWER MAINS LF 712 712.0 $ 1.00 $ 712.00 42 2504.602 CONNECT TO EXISTING WATERMAIN EA 1 1.0 $ 1,400.00 $ 1,400.00 43 2504.602 WATERMAIN OFFSET EA 1 1.0 $ 2,600.00 $ 2,600.00 44 2504.602 RELOCATE HYDRANT AND VALVE EA 5 4.0 $ 1,200.00 $ 4,800.00 45 2504.602 HYDRANT EA 1 1.0 $ 2,800.00 $ 2,800.00 46 2504.602 ADJUST EXISTING G.V. BOX EA 6 10.0 $ 300.00 $ 3,000.00 47 2504.602 ADJUST EXISTING CURB BOX EA 3 6.0 $ 100.00 $ 600.00 48 2504.602 6" GATE VALVE AND BOX EA 1 1.0 $ 700.00 $ 700.00 49 2504.602 8" GATE VALVE AND BOX EA 6 6.0 $ 800.00 $ 4,800.00 50 2504.603 6" WATERMAIN DUCTILE IRON CL 52 LF . 18 18.0 $ 20.00 $ 360.00 51 2504.603 8" WATERMAIN DUCTILE IRON CL 52 LF 892 892.0 $ 19.00 $ 16,948.00 52 2504.604 2" INSULATION BOARD SF 320 288.0 $ 3.00 $ 864.00 53 2504.608 DUCTILE IRON FITTINGS LB 1,000 721.0 $ 3.00 $ 2,163.00 54 2506.502 CONST CATCH BASIN DESIGN H EA 1 1.0 $ 1,000.00 $ 1,000.00 55 2506.502 CONST CB/MH DESIGN 402, 0-10' DP EA 2 2.0 $ 1,200.00 $ 2,400.00 56 2506.502 CONST CB/MH DESIGN 406 - 48" DIA, 0-10' DP EA 27 26.0 $ 1,400.00 $ 36,400.00 57 2506.502 CONST CB/MH DESIGN 408 - 60" DIA, 0-10' DP EA 4 4.0 $ 2,000.00 $ 8,000.00 58 2508.502 CONST CB/MH DESIGN 406 - 66" DIA, 0-10' DP EA 1 1.0 $ 2,400.00 $ 2,400.00 59 2506.502 CONST SAN SEWER MH DESIGN 301, 0-10' DP EA 4 4.0 $ 2,400.00 $ 9,600.00 60 2506.511 RECONSTRUCT SANITARY MANHOLES LF 17 17.0 $ 200.00 $ 3,400.00 61 2506.522 ADJUST FRAME AND RING CASTING EA 1 1.0 $ 500.00 $ 500.00 62 2506.602 CONNECT TO EXIST STORM SEW MANHOLE EA 1 2.0 $ 600.00 $ 1,200.00 63 2506.602 CONNECT TO EXIST SAN SEW MANHOLE EA 1 1.0 $ 1,000.00 $ 1,000.00 64 2506.602 OUTSIDE DROP FOR MANHOLE EA 1 1.0 $ 2,000.00 $ 2,000.00 65 2506.603 EXTRA DEPTH OF 48" DIA MANHOLE LF 44 27.8 $ 90.00 $ 2,502.00 66 2506.603 EXTRA DEPTH OF 60" DIA MANHOLE LF 1 - $ 180.00 $ 67 2521.501 4" CONCRETE WALK SF 11,124 12,314.0 $ 2.20 $ 27,090.80 68 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418 LF 5,002 5,365.0 $ 7.10 $ 38,091.50 69 2531.501 CONCRETE CURB AND GUTTER DESIGN B6,18 LF 2,282 1,976.0 $ 7.40 $ 14,622.40 70 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 98 142.03 $ 36.00 $ 5,113.08 71 2533.603 CONCRETE MEDIAN BARRIER DESIGN 8337 LF 1,000 910.0 $ 10.00 $ 9,100.00 • • ESTIMATE NO. 8 (FINAL) LAKE DRIVE/APOLLO DRIVE CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12426-01 PERIOD ENDING: November 30, 2003 ITEM MnDOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. - DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 72 2533.603 RELOCATE CONCRETE MEDIAN BARRIER LF 1,000 - $ 2.00 $ - 73 2545.602 INSTALL SALVAGED LIGHTING UNIT ' EA 1 1.0 $ 1,400.00 $ 1,400.00 74 2563.601 TRAFFIC CONTROL, PHASE 1 LS 1 1.0 $ 9,000.00 $ 9,000.00 75 2583.601 TRAFFIC CONTROL, PHASE 2 LS 1 1.0 $ 8,000.00 $ 8,000.00 76 2583.801 TRAFFIC CONTROL, PHASE 3 LS 1 1.0 $ 7,000.00 $ 7,000.00 77 2564.531 SIGN PANELS TYPE C SF 428 428.0 $ 22.00 $ 9,416.00 78 2564.531 SIGN PANELS TYPE D SF 42.3 42.3 $ 28.00 $ 1,184.40 79 2564.537 INSTALL SIGN TYPE C EA 1 1.0 $ 95.00 $ 95.00 80 2564.537 INSTALL SIGN TYPE D EA 2 2.0 $ 95.00 $ 190.00 81 2564.55 DELINEATOR TYPE CYLINDER STYLE EA 2 - $ 25.00 $ - 82 2564.55 DELINEATOR TYPE (X4-2) EA 8 - $ 35.00 $ - 83 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM EA 13 13.0 $ 150.00 $ 1,950.00 84 2564.602 PAVEMENT MESSAGE (RIGHT ARROW) POLY PREFORM EA 11 11.0 $ 150.00 $ 1,650.00 85 2564.602 PAVT MESSAGE (RIGHT-THRU ARROW) POLY PREFORM EA 2 2.0 $ 225.00 $ 450.00 86 2564.603 4" SOLID LINE WHITE -PAINT LF 8,104 12,012.0 $ 0.14 $ 1,681.68 87 2564.603 24' SOLID LINE WHITE -POLY PREFORMED LF 377 357.0 $ 11.00 $ 3,927.00 88 2654.603 4' BROKEN LINE WHITE -PAINT LF 710 820.0 $ 0.14 $ 114.80 89 2654.603 4' SOLID LINE YELLOW -PAINT LF 6,316 11,437.0 $ 0.14 $ 1,601.18 90 2564.603 4' DOUBLE SOLID LINE YELLOW -PAINT LF 455 1,127.0 $ 0.28 $ 315.56 91 2564.803 8' BROKEN LINE WHITE -PAINT LF 81 - $ 0.50 $ - 92 2564.603 24' SOLID LINE YELLOW -POLY PREFORMED LF 170 150.0 $ 12.00 $ 1,800.00 93 2564.618 ZEBRA CROSSWALK WHITE -POLY PREFORMED SF 1,062 1,044.0 $ 8.00 $ 8,352.00 94 2565.511 FULL T ACTT CONTROL SIGNAL SYSTEMA SIG SYS 1.00 1.03 $ 151,000.00 $ 155,530.00 95 2565.511 FULL T ACT T CONTROL SIGNAL SYSTEM B SIG SYS 1.00 1.0 $ 122,000.00 $ 122,000.00 96 2565.601 EMERGENCY VEHICLE PREEMPTION SYSTEMA LS 1.00 1.0 $ 3,700.00 $ 3,700.00 97 2565.601 EMERGENCY VEHICLE PREEMPTION SYSTEM B LS 1.00 1.0 $ 3,200.00 $ 3,200.00 98 2565.601 TRAFFIC CONTROL INTERCONNECTION LS 1.00 1.0 $ 3,900.00 $ 3,900.00 99 2573.501 BALE CHECK AT CATCH BASIN EA 50.00 - $ 6.00 $ - 100 2573.603 SILT FENCE, TYPE MACHINE SLICED LF 3,000.00 1,320.0 $ 1.00 $ 1,320.00 101 2575.501 SEEDING, MIXTURE 60B ACRE 0.70 0.9 $ 2,000.00 $ 1,860.00 102 2575.505 SODDING, TYPE SALT RESISTANT SY 14,000.00 15,672.0 $ 1.80 $ 28,209.60 $ 1,465,020.54 SUBTOTAL ESTIMATE NO. 8 (FINAL) $ 1,465,020.54 CHANGE ORDER NO. 1 1 ADDITIONAL TRAFFIC CONTROL PER ANOKA COUNTY LS 1.0 1.0 $ 16,940.00 $ 16,940.00 2 ADDITIONAL SIGNS FOR SIGNALS PER ANOKA COUNTY LS 1.0 1.0 $ 739.75 $ 739.75 3 POND CONSTRUCTION AS REQUIRED BY RICE CREEK WATERSHED DISTRICT LS 1.0 1.0 $ 9,020.00 $ 9,020.00 CHANGE ORDER NO. 1 $ 26,699.75 TOTAL ESTIMATE NO. 8 (FINAL) $ 1,491,720.29 Saint Paul, MN CHANGE ORDER TKDA Engineers -Architects -Planners Compensating November 20 20 03 Comm. No. 12426-01 Change Order No. 2 To Forest Lake Contracting, Inc. for Lake Drive/Apollo Drive Improvements for City of Lino Lakes Minnesota You are hereby directed to make the following change to your contract dated March 11 , 20 02 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (Increase) (decrease) (net -change) the contract sum by Sixteen Thousand Two Hundred Fiftv-Four Dollars and 76/100 ($ 16.254.76 ). COMPENSATING CHANGE ORDER This change order shows the actual quantities installed at the unit price bid amounts (see attached itemization): NET CHANGE = Amount of Original Contract Additions approved to date (Change Order No. 1) Deductions approved to date (Nos. ) Contract amount to date Amount of this Change Order (Add) (Deduct) (Ne -Cly) Revised Contract Amount Approved City of Lino Lakes, Minnesota Owner • By $ (16,254.76) $ 1,481,275.30 $ 26,699.75 $ 1,507,975.05 $ (16,254.76) $ 1,491,720.29 TKDA • Approved Forest Lake Contracting, Inc. Contractor White - Owner Pink - Contractor Blue - TKDA By COMPENSATING CHANGE ORDER NO. 2 LAKE DRIVE/APOLLO DRIVE 0 CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12426-01 REM MnDOT NO. NO. DESCRIPTION November 30, 2003 CONTRACT QUANTITY +1- UNIT AMOUNT NET CONTRACT UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT • 1 2021.501 MOBIUZATION LS 1 1.0 - $ 50,000.00 $ 50,000.00 $ - $ 50,000.00 2 2101.501 CLEARING ACRE 0.15 0.15 - $ 1,000.00 $ 150.00 $ • $ 150.00 3 2101.502 CLEARING TREE 74 47.0 (27.0) $ 1.00 $ 47.00 $ (27.00) $ 74.00 4 2101.507 GRUBBING ACRE 0.15 0.15 - $ 1,000.00 $ 150.00 $ • $ 150.00 5 2101.607 GRUBBING TREE 74 47.0 (27.0) $ 1.00 $ 47.00 $ (27.00) $ 74.00 5 2103.501 REMOVE BUILDING, SLABS AND DEBRIS LS 1 0.71 (0.3) $ 8,000.00 $ 4,260.00 $ (1,740.00) $ 0,000.00 7 2104.501 REMOVE PIPE CULVERTS LF 519 507.0 (12.0) $ 8.00 $ 3,042.00 $ (72.00) $ 3,114.00 8 2104.501 REMOVE PIPE STORM SEWER LF 904 904.0 - $ 5.00 $ 7,232.00 $ $ 7,232.00 9 2104.501 REMOVE CURB AND GUTTER LF 148 248.0 100.0 $ 4.00 $ 992.00 $ 400.00 $ 592.00 10 2104.501 REMOVE FENCE LF 309 309.0 - $ 4.00 $ 1,236.00 $ - $ 1,238.00 11 2104.505 REMOVE CONCRETE DRIVEWAY PAVEMENT SY 88 80.0 (8.0) $ 5.00 $ 400.00 $ (40.00) $ 440.00 12 2104.505 REMOVE CONCRETE PAVEMENT SY 7,200 7,200.0 - $ 3.00 $ 21600.00 $ - $ 21,500.00 13 2104.505 REMOVE BITUMINOUS PAVEMENT SY 15,482 15,817.0 155.0 $ 2.00 $ 31,234.00 $ 310.00 $ 30,924.00 14 2104.509 REMOVE DRAINAGE STRUCTURE EA 4 4.0 - $ 400.00 $ 1,500.00 $ • $ 1,600.00 15 2104.511 SAWING CONC PAVEMENT (FULL DEPTH) LF 200 - (200.0) $ 4.00 $ - $ (800.00) $ 800.00 18 2104.513 SAWING BIT PAVEMENT (FULL DEPTH) LF 300 312.0 12.0 $ 3.00 $ 936.00 $ 36.00 $ 900.00 17 2104.523 SALVAGE SIGN TYPE C EA 1 1.0 - $ 14.00 $ 14.00 $ - $ 14.00 18 2104.523 SALVAGE SIGN TYPED EA 2 2.0 - $ 14.00 $ 28.00 $ - $ 28.00 19 2104.523 SALVAGE LIGHTING UNIT EA 1 1.0 - $ 310.00 $ 310.00 $ - $ 310.00 20 2104.602 RELOCATE MAILBOX EA 11 11.0 - $ 100.00 $ 1,100.00 $ - $ 1,100.00 21 2105.501 COMMON EXCAVATION (P) CY 24,007 27,071.0 3,064.0 $ 2.25 $ 60,909.75 $ 8,894.00 $ 54,015.75 22 2105.507 SUBGRADE EXCAVATION CY 11,365 11,593.0 228.0 $ 3.25 $ 37,877.25 $ 741.00 $ 36,938.25 23 2105.525 TOPSOIL BORROW (LV) CY 2,000 - (2,000.0) $ 0.01 $ - $ (20.00) $ 20.00 24 2130.501 WATER FOR DUST CONTROL MGAL 500 550.0 50.0 $ 8.00 $ 4,400.00 $ 400.00 $ 4,000.00 25 2211.503 AGGREGATE BASE, CL 5 (P) TON 11,100 11,100.00 - $ 9.00 $ 99,900.00 $ - $ 99,900.00 26 2350.501 TYPE LV 3 WEARING COURSE MIXTURE (B) TON 75 160.70 85.7 $ 80.00 $ 9,842.00 $ 5,142.00 $ 4,500.00 27 2350.501 TYPE FIV 4 WEARING COURSE MIXTURE (C) TON 2,600 2,388.34 (231.7) $ 40.00 $ 94,733.80 $ (9,266.40) $ 104,000.00 28 2350.502 TYPE HV 3 NON -WEARING COURSE MIXTURE (C)* TON 2,600 2,458.73 (143.3) $ 38.00 $ 93,355.74 $ (5,444.28) $ 98,800.00 29 2350.502 TYPE MV 3 NON -WEARING COURSE MIXTURE (Br TON 8,200 7,740.65 (459.4) $ 28.00 $ 216,738.20 $ (12,881.80) $ 229,600.00 30 2350.601 TEMPORARY PAVEMENT SY 2,981 2,961.0 - $ 10.00 $ 29,810.00 $ - $ 29,810.00 31 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 4,800 3,825.0 (1,175.0) $ 1.00 $ 3,825.00 $ (1,175.00) $ 4,800.00 32 2501.515 15"RC PIPE APRON WITH TRASH GUARD EA 2 2.0 - $ 800.00 $ 1,800.00 $ $ 1,500.00 33 2501.515 18•RC PIPE APRON WITH TRASH GUARD EA 7 7.0 - $ 800.00 $ 5,800.00 $ • $ 5,800.00 34 2501.521 22" SPAN RC PIPE -ARCH CULVERT CLASS 5 LF 95 95.0 - $ 45.00 $ 4,275.00 $ - $ 4,275.00 35 2501.525 22" SPAN RC PIPE -ARCH APRON W/TRASH GRD EA 2 2.0 - $ 1,500.00 $ 3,000.00 $ • $ 3,000.00 38 2503.511 12"RCPIPE SEWER CLASS 5 LF 325 326.0 - $ 20.00 $ 8,520.00 $ - $ 6,520.00 37 2503.511 15 -RC PIPE SEWER CLASS 5 LF 1,090 1,082.0 (8.0) $ 22.00 $ 23,804.00 $ (176.00) $ 23,980.00 38 2503.511 18"RC PIPE SEWER CLASS 5 LF 1,118 1,087.0 (29.0) $ 24.00 $ 28,088.00 $ (696.00) $ 26,784.00 39 2503.511 24'RC PIPE SEWER CLASS 3 LF 398 387.0 (9.0) $ 26.00 $ 10,082.00 $ (234.00) $ 10,298.00 40 2503.511 8' PVC PIPE SEWER, SDR 26 LF 867 784.0 (83.0) $ 32.00 $ 25,088.00 $ (2,656.00) $ 27,744.00 41 2503.603 TELEVISE SANITARY SEWER MAINS LF 712 712.0 - $ 1.00 $ 712.00 $ - $ 712.00 42 2504.602 CONNECT TO EXISTING WATERMAIN EA 1 1.0 - $ 1,400.00 $ 1,400.00 $ - $ 1,400.00 43 2504.602 WATERMAIN OFFSET EA 1 1.0 - $ 2,600.00 $ 2,600.00 $ - $ 2,600.00 44 2504.602 RELOCATE HYDRANT AND VALVE EA 5 4.0 (1.0) $ 1,200.00 $ 4,800.00 $ (1,200.00) $ 6,000.00 45 2504.802 HYDRANT EA 1 1.0 - $ 2,800.00 $ 2,800.00 $ - $ 2,800.00 46 2504.802 ADJUST EXISTING G.V. BOX EA 5 10.0 4.0 $ 300.00 $ 3,000.00 $ 1,200.00 $ 1,800.00 47 2504.802 ADJUST EXISTING CURB BOX EA 3 8.0 3.0 $ 100.00 $ 800.00 $ 300.00 $ 300.00 48 2504.802 6' GATE VALVE AND BOX EA 1 1.0 - $ 700.00 $ 700.00 $ - $ 700.00 49 2504.602 r GATE VALVE AND BOX EA 6 8.0 - $ 800.00 $ 4,800.00 $ - $ 4,800.00 50 2504.603 W WATERMAIN DUCTILE IRON CL 52 LF 18 18.0 - $ 20.00 $ 380.00 $ - $ 360.00 51 2504.803 8' WATERMAIN DUCTILE IRON CL 52 LF 892 892.0 - $ 19.00 $ 16,948.00 $ - $ 18,948.00 62 2504.604 2" INSULATION BOARD SF 320 288.0 (32.0) $ 3.00 $ 884.00 $ (96.00) $ 960.00 53 2504.808 DUCTILE IRON FITTINGS LB 1,000 721.0 (279.0) $ 3.00 $ 2,183.00 $ (837.00) $ 3,000.00 54 . 2506.502 CONST CATCH BASIN DESIGN H EA 1 1.0 - $ 1,000.00 $ 1,000.00 $ - $ 1,000.00 55 2508.502 CONST CB/MH DESIGN 402, 0-10' DP EA 2 2.0 - $ 1,200.00 $ 2,400.00 $ - $ 2,400.00 58 2508.502 CONST CB/MH DESIGN 406 - 48' DIA, 0-10' DP EA 27 28.0 (1.0) $ 1,400.00 $ 38,400.00 $ (1.400.00) $ 37,800.00 57 2506.502 CONST CB/MH DESIGN 408.80" DIA, 0-10' DP EA 4 4.0 - $ 2,000.00 $ 8,000.00 $ - $ 8,000.00 58 2506.502 CONST CB/MH DESIGN 408.86' DIA, 0-10' DP EA 1 1.0 - $ 2,400.00 $ 2,400.00 $ - $ 2,400.00 59 2508.502 CONST SAN SEWER MH DESIGN 301, 0.10' DP EA 4 4.0 - $ 2,400.00 $ 9,600.00 $ - $ 9,600.00 60 2506.511 RECONSTRUCT SANITARY MANHOLES LF 17 17.0 - $ 200.00 $ 3,400.00 $ - $ 3,400.00 61 2506.522 ADJUST FRAME AND RING STING EA 1 1.0 - $ 500.00 $ 500.00 $ - $ 500.00 CA 82 2508.502 CONNECT TO EXIST STORM SEW MANHOLE EA 1 2.0 1.0 $ 500.00 $ 1,200.00 $ 800.00 $ 600.00 83 2506.602 CONNECT TO EXIST SAN SEW MANHOLE EA 1 1.0 - $ 2000.00 $ $ 1,000.00 $ 1,000.00 $ - $ 1,000.00 84 2508.802 OUTSIDE DROP FOR MANHOLE EA 1 1.0 2,000.00 $- $ 2,000.00 85 2506.803 EXTRA DEPTH OF 48' DIA MANHOLE LF 44 27.8 (16.2) $ 90.00 $ 2,502.00 $ (1,458.00) $ 3,960.00 68 2506.603 EXTRA DEPTH OF 80' DIA MANHOLE LF 1 (1.0) $ 180.00 $ $ (180.00) $ 180.00 87 2521.501 4' CONCRETE WALK SF 11,124 12,314.0 1,190.0 $ 2.20 $ 27,090.80 $ 2,618.00 $ 24,472.80 88 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418 LF 5,002 5,355.0 383.0 $ 7.10 $ 38,091.50 $ 2,577.30 $ 35,51420 69 2531.501 CONCRETE CURB AND GUTTER DESIGN 8818 LP 2,282 1,978.0 (308.0) $ 7.40 $ 14,622.40 $ (2,264.40) $ 16,888.80 70 2531.507 8" CONCRETE DRIVEWAY PAVEMENT SY 98 142.03 44.0 $ 38.00 $ 5,113.08 $ 1,585.08 $ 3,528.00 71 2533.803 CONCRETE MEDIAN BARRIER DESIGN 8337 LF 1,000 910.0 (90.0) $ 10.00 $ 9,100.00 $ (900.00) $ 10,000.00 72 2533.803 RELOCATE CONCRETE MEDIAN BARRIER LF 1,000 - (1,000.0) $ 2.00 $ - $ (2,000.00) 2,000.00 73 2545.502 INSTALL SALVAGED LIGHTINGUNIT EA 1 1.0 $ 1,400.00 $ 1,400.00 $ $ $ 1,400.00 74 2553.601 TRAFFIC CONTROL, PHASE 1 LS 1 1.0 - $ 9,000.00 $ 9,000.00 $ - $ 9,000.00 75 2553.601 TRAFFIC CONTROL, PHASE LS 1 1.0 - $ 8,000.00 $ 8,000.00 $ - $ 8,000.00 78 2563.801 TRAFFIC CONTROL, PHASE 3 LS 1 1.0 $ 7,000.00 $ 7,000.00 $ - $ 7,000.00 77 2584.531 SIGN PANELS TYPE C SF 428 428.0 - $ 22.00 $ 9,418.00 $ - $ 9,416.00 78 2584.531 SIGN PANELS TYPED SF 42.3 42.3 - $ 28.00 $ 1,184.40 $ - $ 1,184.40 79 2554.537 INSTALL SIGN TYPE C EA 1 1.0 - $ 95.00 $ 95.00 $ - $ 95.00 80 2584.537 INSTALL SIGN TYPED EA 2 2.0 - $ 95.00 $ 190.00 $ - $ 190.00 81 2564.55 DELINEATOR TYPE CYLINDER STYLE EA 2 - (2.0) $ 25.00 $ - $ (50.00) $ 50.00 82 2584.55 DELINEATORTYPE(X4-2) EA 8 - (8.0) $ 35.00 $ - $ (280.00) $ 280.00 83 2564.602 PAVEMENT MESSAGE (LEFT ARROW) POLY PREFORM EA 13 13.0 - $ 150.00 $ 1,950.00 $ $ 1.950.00 -84 2564.602 PAVEMENT MESSAGE(RIGHTARROW)POLYPREFORM EA 11 11.0 - $ 150.00 $ 1,850.00 $ $ 1,650.00 85 2554.602 PAVT MESSAGE (RIGHT-THRU ARROW) POLY PREFORM EA 2 2.0 • $ 225.00 $ 450.00 $ - $ 450.00 88 2564.603 4" SOLID LINE WHITE -PAINT LF 8,104 12,012.0 3,908.0 $ 0.14 $ 1,681.88 $ 547.12 $ 1,134.56 87 2584.503 24'SOLID UNE WHITE -POLY PREFORMED LF 377 357.0 (20.0) $ 11.00 $ 3,927.00 $ (220.00) $ 4,147.00 88 2654.603 4'BROKENLINE WHITE -PAINT LF 710 820.0 110.0 $ 0.14 $ 114.80 $ 15.40 $ 99.40 COMPENSATING CHANGE ORDER NO. 2 •LAKE DRIVE/APOLLO DRIVE CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12428-01 ITEM MnDOT NO. NO. DESCRIPTION 89 2854.603 4" SOLID UNE YELLOW -PAINT 90 2584.603 4" DOUBLE SOLID UNE YELLOW -PAINT 91 2584.603 8" BROKEN LINE WHITE -PAINT 92 2584.603 24 SOLID UNE YELLOW -POLY PREFORMED 93 2584.818 ZEBRA CROSSWALK WHITE -POLY PREFORMED 94 2565.511 FULL 7 ACT 7 CONTROL SIGNAL SYSTEM A 95 2565.511 FULL T ACT T CONTROL SIGNAL SYSTEM B 96 2565.801 EMERGENCY VEHICLE PREEMPTION SYSTEM A 97 2585.601 EMERGENCY VEHICLE PREEMPTION SYSTEM B 98 2565.601 TRAFFIC CONTROL INTERCONNECTION 99 2573.501 BALE CHECK AT CATCH BASIN 100 2573.603 SILT FENCE. TYPE MACHINE SLICED 101 2575.501 SEEDING. MIXTURE 801 102 2575.505 SODDING, TYPE SALT RESISTANT SUBTOTAL COMPENSATING CHANGE ORDER NO. 2 November 30, 2003 CONTRACT QUANTITY +1- UNIT AMOUNT NET CONTRACT UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT LF 6,318 11,437.0 5,121.0 $ 0.14 $ 1,601.18 $ 716.94 $ 884.24 LF 455 1,127.0 672.0 $ 0.26 $ 315.58 $ 188.16 $ 127.40 LF 81 (81.0) $ 0.50 $ $ (40.50) $ 40.50 LF 170 150.0 (20.0) $ 12.00 $ 1,800.00 $ (240.00) $ 2,040.00 SF 1,062 1,044.0 (18.0) $ 8.00 $ 8,352.00 $ (144.00) $ 8,498.00 SIG SYS 1.00 1.03 0.0 $ 151,000.00 $ 155,530.00 $ 4,530.00 $ 151,000.00 SIG SYS 1.00 1.0 - $ 122,000.00 $ 122,000.00 $ - $ 122,000.00 LS 1.00 1.0 - $ 3,700.00 $ 3,700.00 $ • $ 3,700.00 LS 1.00 1.0 • $ 3,200.00 $ 3,200.00 $ • $ 3,200.00 LS 1.00 1.0 - $ 3,900.00 $ 3,900.00 $ - $ 3,900.00 EA 50.00 (50.0) $ 6.00 $ - $ (300.00) $ 300.00 LF 3,000.00 1,320.0 (1,880.0) $ 1.00 $ 1,320.00 $ (1,080.00) $ 3,000.00 ACRE 0.70 0.9 0.2 $ 2,000.00 $ 1,860.00 $ 480.00 $ 1,400.00 SY 14,000.00 15,872.0 1,672.0 $ 1.80 $ 28,209.80 $ 3,009.60 $ 25,200.00 $ 1,465,020.54 $ (16,254.78) $ 1,481,275.30 $1,465,020.54 $ (16,254.76) $ 1,461,275.30 CHANGE ORDER NO. 1 1 ADDITIONAL TRAFFIC CONTROL PER ANOKA COUNTY LS 1.0 1.0 $ 18,940.00 $ 18,940.00 $ $ 16,940.00 2 ADDITIONAL SIGNS FOR SIGNALS PER ANOKA COUNTY LS 1.0 1.0 $ 739.75 $ 739.75 $ $ 739.75 3 POND CONSTRUCTION AS REQUIRED BY RICE CREEK WATERSHED DISTRICT LS 1.0 1.0 $ 9,020.00 $ 9,020.00 $ $ 9,020.00 CHANGE ORDER NO. 1 $ 26,699.75 $ $ 26,899.75 TOTAL COMPENSATING CHANGE ORDER NO. 2 $1,491,720.29 $ (16,254.76) $ 1,507,975.05