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HomeMy WebLinkAbout2005-022 Council Resolution• • • CITY OF LINO LAKES RESOLUTION NO. 05 -22 RESOLUTION APPROVING CHANGE ORDER NO. 3R AND REVISED FINAL PAYMENT FOR THE ELM STREET RECONSTRUCTION PROJECT WHEREAS, the construction of the Elm Street Reconstruction Project, including Change Order No. 3R has been completed by Frattalone Excavating and Grading, Inc. and; WHEREAS, the one -year warranty period for this project will began on November 8, 2004. NOW, THEREFORE, BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF LINO LAKES, MINNESOTA: Payment Number 7R (revised final) in the increased amount of $3,545.25 and Change Order No. 3R (Compensating) is approved for a total contract amount of $1,420,523.03. Adopted by the City Council this 28th day of February, 2005. Ann . Blair, City Clerk Jo J. B rgeson, Mayor • • • AGENDA ITEM 6K STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: February 28, 2005 TOPIC: Resolution No. 05 -22, Approving Change Order No. 3R and Revised Final Payment, Elm Street Reconstruction Project VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for the Elm Street Reconstruction Project, F. M. Frattalone Excavating and Grading, Inc. is requesting City approval of Payment No. 7R (revised final) in the amount of $65,721.73. A copy of the revised final payment is attached. The additional $3,545.25 is due to sign panel costs that were mistakenly omitted by the contractor from the previous final payment. This was an item that has been completed, it was part of the original contract, and is owed to the contractor. The contractor has satisfactorily completed all work and has provided all necessary documentation. The original contract amount was $1,513,221.79 and the final contract amount is $1,420,523.03. The final contract amount is still $92,698.76 under the original contract amount. Change Order No. 3R is a revised compensating change order which balances out the contract. Approval of the final payment at the November 8, 2004 Council Meeting began the one - year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 05 -22 Approving Change Order No. 3R and Payment No. 7R (revised final) for the Elm Street Reconstruction Project. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 05 -22 be approved. TKDA ENGINEERS • ARCHITECTS • PLANNERS 1500 Piper Jaffrey Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292-0083 Fax www.tkda.com Comm. No. 12390 -03 Cert. No. 7R (FINAL) St. Paul, MN, February 14 , 20 To City of Lino Lakes, Minnesota 05 This Certifies that F.M. Frattalone Excavating & Grading, Inc. For Elm Street Reconstruction Owner , Contractor Is entitled to being 7th Sixty -Five Thousand Seven Hundred Twenty -One Dollars and 73/100 ($ 65.721.73 ) FINAL estimate for phial payment on contract with you dated July 14 , 2003 Received payment in full of above Certificate. TKDA F.M. Frattalone Excavating and Grading, Inc. ,20 Scott A. Brink, P.E. RECAPITULATION OF ACCOUNT An Employee Owned Company P _ 7 4 _ ffirmative Action and Equal Opportunity CONTRACT PLUS EXTRAS PAYMENTS CREDITS Contract price plus extras $ 1,513,221.79 All previous payments $ 1,354,801.30 Extra No. Change Order No. 1 $ (55,768.45) Change Order No. 2 $ 27,437.98 Compensating Change Order No. 3R $ (64,368.29) Credit No. $ - AMOUNT OF THIS CERTIFICATE $ 65,721.73 Totals $ 1,420,523.03 $ 1,420,523.03 $ - Credit Balance There will remain unpaid on contract after payment of this Certificate $ - $ 1.420.523.03 $ 1,420,523.03 $ - An Employee Owned Company P _ 7 4 _ ffirmative Action and Equal Opportunity t TKDA Engineers - Architects - Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS FINAL Estimate No. 7R Period Ending February 14 , 2005 Page 1 of 1 Comm. No. 12390 -03 Contractor F.M. Frattalone Excavating & Grading, Inc. Original Contract Amount $ 1,513,221.79 Project Elm Street Reconstruction Location City of Lino Lakes, Minnesota Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed Approved Extra Orders Amount Completed Total Amount Earned This Estimate $ 1,420,523.03 $ 0.00 0.00 $ 0.00 $ 1,420,523.03 Less Approved Credits $ 0.00 Less 0 % Retained $ 0.00 Less Previous Payments $ 1,354,801.30 Total Deductions $ 1,354,801.30 Amount Due This Estimate Contractor Engineer F.M. Frattalone Excavating & Grading, Inc. Scott A. Brink, P.E. Date $ 65,721.73 Date February 14, 2005 ESTIMATE NO. 7R (FINAL) ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12390 -03 ITEM NO. DESCRIPTION PERIOD ENDING: February 14, 2005 CONTRACT QUANTITY UNIT AMOUNT UNIT QUANTITY TO DATE PRICE TO DATE ELM STREET RECONSTRUCTION 1 MOBILIZATION 2 CLEARING LS 1.0 1.00 $ 89,700.00 $ 89,700.00 3 GRUBBING TR 139.0 136.00 $ 100.00 $ 13,600.00 TR 139.0 136.00 $ 35.00 $ 4,760.00 4 REMOVE PIPE (CULVERT OR STORM SEWER) LF 798.0 810.00 $ 8.00 $ 6,480.00 5 REMOVE CURB & GUTTER* LF 280.0 263.00 $ 2.50 $ 657.50 6 REMOVE FENCE LF 154.0 40.00 $ 6.00 $ 240.00 7 REMOVE WATERMAIN LF 106.0 132.00 $ 10.00 $ 1,320.00 8 REMOVE CONCRETE PAVEMENT SF 1,544.0 1,895.00 $ 0.50 $ 947.50 9 REMOVE BITUMINOUS SURFACING SY 20,816.0 20,816.00 $ 1.55 $ 32,264.80 10 REMOVE MANHOLE OR CATCH BASIN EA 4.0 5.00 $ 300.00 $ 1,500.00 11 REMOVE CONCRETE APRON EA 19.0 19.00 $ 100.00 $ 1,900.00 12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 150.0 56.00 $ 7.00 $ 392.00 13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 950.0 852.00 $ 2.00 $ 1,704.00 14 SALVAGE FENCE LF 50.0 16.00 $ 25.00 $ 400.00 15 SALVAGE MAIL BOX SUPPORT EA 37.0 37.00 $ 85.00 $ 3,145.00 16 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 20.0 20.00 $ 25.00 $ 500.00 17 SALVAGE HYDRANT EA 4.0 5.00 $ 600.00 $ 3,000.00 18 SALVAGE GATE VALVE & BOX EA 5.0 5.00 $ 75.00 $ 375.00 19 COMMON EXCAVATION (P)* CY - $ 9.15 $ 20 POND EXCAVATION CY 9,675.0 9,675.00 $ 5.25 $ 50,793.75 21 SELECT GRANULAR BORROW (CV) (P)* CY - $ 10.65 $ 22 TOPSOIL BORROW (LV) CY 453.0 - $ 10.00 $ 23 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) LF 3,151.0 - $ 2.25 $ 24 EXPLORATORY DIGGING HR 20.0 8.00 $ 139.00 $ 1,112.00 25 AGGREGATE BASE CLASS 5* TN 12,000.0 9,556.14 $ 6.80 $ 64,981.75 26 TYPE LV AGG. 3 WEARING COURSE (B) TN 2,025.0 2,032.24 $ 31.65 $ 64,320.40 27 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B) * TN 550.0 607.75 $ 39.05 $ 23, 732.64 28 TYPE LV AGG. 3 NON - WEARING COURSE (B) TN 2,025.0 2,109.86 $ 31.65 $ 66,777.07 29 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) SY 1,500.0 1,745.00 $ 10.00 $ 17,450.00 30 BITUMINOUS MATERIAL FOR TACK COAT GAL 880.0 500.00 $ 2.50 $ 1,250.00 31 15" RC PIPE APRON W/ TRASH GUARD EA 6.0 7.00 $ 625.00 $ 4,375.00 32 21" RC PIPE APRON W/ TRASH GUARD EA 2.0 2.00 $ 825.00 $ 1,650.00 33 4" PERF PE PIPE DRAIN (W/ SOCK) LF 512.0 512.00 $ 6.00 $ 3,072.00 34 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 2,733.0 2,681.00 $ 21.75 $ 58,311.75 35 18" RC PIPE SEWER CLASS V DESIGN 3006 LF 830.0 770.00 $ 23.75 $ 18,287.50 36 21" RC PIPE SEWER CLASS III DESIGN 3006 LF 902.0 903.00 $ 26.25 $ 23,703.75 37 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) EA 1.0 2.00 $ 4,000.00 $ 8,000.00 38 8 "X4" PVC WYE (SCHEDULE 40) EA 30.0 31.00 $ 220.00 $ 6,820.00 39 8" PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) LF 69.0 97.00 $ 61.30 $ 5,946.10 40 8" PVC, SDR 35 PIPE SEWER (12' -14' DEPTH) LF 620.0 161.00 $ 61.30 $ 9,869.30 41 8" PVC, SDR 35 PIPE SEWER (14' -16' DEPTH) LF 430.0 652.00 $ 61.30 $ 39,967.60 42 8" PVC, SDR 35 PIPE SEWER (16' -18' DEPTH) LF 626.0 758.00 $ 61.30 $ 46,465.40 43 8" PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) LF 32.0 109.00 $ 61.30 $ 6,681.70 44 4" SANITARY SERVICE PIPE (SCHEDULE 40) LF 1,544.0 1,604.00 $ 9.50 $ 15,238.00 45 8" PVC, SDR 26 PIPE SEWER (18' -20' DEPTH) LF 117.0 100.00 $ 61.30 $ 6,130.00 46 8" PVC, SDR 26 PIPE SEWER (20' -22' DEPTH) LF 480.0 446.00 $ 61.30 $ 27,339.80 47 8" PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) LF 212.0 260.00 $ 61.30 $ 15,938.00 48 8" PVC, SDR 26 PIPE SEWER (24' -26' DEPTH) LF 235.0 290.00 $ 61.30 $ 17,777.00 49 8" PVC, SDR 26 PIPE SEWER (26' -28' DEPTH) LF 330.0 295.00 $ 61.30 $ 18,083.50 50 TELEVISE SANITARY SEWER MAINS LF 3,151.0 3,168.00 $ 0.85 $ 2,692.80 51 WATER METERING MH LS 1.0 1.00 $ 10,800.00 $ 10,800.00 52 LOWER WATERMAIN LS 1.0 - $ 3,500.00 $ 53 ADJUST VALVE BOX EA 13.0 9.00 $ 85.00 $ 765.00 54 CONNECT TO EXISTING WATERMAIN EA 10.0 12.00 $ 525.00 $ 6,300.00 55 HYDRANT EA 1.0 1.00 $ 2,500.00 $ 2,500.00 56 INSTALL GATE VALVE & BOX EA 2.0 2.00 $ 250.00 $ 500.00 57 INSTALL HYDRANT EA 4.0 5.00 $ 500.00 $ 2,500.00 58 6" GATE VALVE & BOX EA 2.0 3.00 $ 790.00 $ 2,370.00 59 8" GATE VALVE & BOX EA 6.0 10.00 $ 870.00 $ 8,700.00 60 16" GATE VALVE & BOX EA 2.0 2.00 $ 4,000.00 $ 8,000.00 61 1" CURB STOP & BOX EA 31.0 32.00 $ 165.00 $ 5,280.00 62 1" CORPORATION STOP EA 31.0 32.00 $ 118.00 $ 3,776.00 63 6" WATERMAIN DUCTILE IRON CL 52 LF 91.0 128.00 $ 21.00 $ 2,688.00 64 8" WATERMAIN DUCTILE IRON CL 52 LF 1,261.0 989.00 $ 26.00 $ 25,714.00 * INDICATES CHANGES MADE IN ACCORDANCE WITH Cr 6 u- ORDER NO. 1 Paae 1 • ESTIMATE NO. 7R (FINAL) ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12390 -03 ITEM PERIOD ENDING: February 14, 2005 CONTRACT QUANTITY UNIT AMOUNT NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 65 1 "TYPE K COPPER PIPE LF 1,700.0 1,811.00 $ 9.40 $ 17,023.40 66 16" WATERMAIN DUCTILE IRON CL52 LF 76.0 60.00 $ 50.00 $ 3,000.00 67 INSULATION (4" THICKNESS) SY 165.0 32.00 $ 18.00 $ 576.00 68 DUCTILE IRON FITTINGS LB 1,596.0 1,201.00 $ 2.90 $ 3,482.90 69 CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH) LF 14.0 14.00 $ 90.00 $ 1,260.00 70 CONSTRUCT CATCH BASIN -TYPE 402 EA 34.0 34.00 $ 1,080.00 $ 36,720.00 71 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 6.0 6.00 $ 1,240.00 $ 7,440.00 72 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 8.0 9.00 $ 1,870.00 $ 16,830.00 73 CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 1.0 1.00 $ 2,300.00 $ 2,300.00 74 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 1.0 1.00 $ 1,140.00 $ 1,140.00 75 CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 3.0 3.00 $ 1,770.00 $ 5,310.00 76 ADJUST EXISTING FRAME AND RING CASTING EA 8.0 5.00 $ 200.00 $ 1,000.00 77 RECONSTRUCT EXISTING MANHOLE EA 2.0 2.00 $ 750.00 $ 1,500.00 78 CONSTRUCT SANITARY MANHOLE (4' DIA. -TYPE 301) EA 11.0 10.00 $ 1,310.00 $ 13,100.00 79 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) LF 101.0 95.41 $ 90.00 $ 8,586.90 80 RANDOM RIPRAP CLASS III CY 22.0 6.00 $ 40.00 $ 240.00 81 CONCRETE CURB AND GUTTER DESIGN B618 LF 10,540.0 10,651.00 $ 7.20 $ 76,687.20 82 6" CONCRETE DRIVEWAY PAVEMENT SY 155.0 210.60 $ 32.00 $ 6,739.20 83 8" CONCRETE DRIVEWAY PAVEMENT SY 278.0 120.00 $ 35.60 $ 4,272.00 84 INSTALL MAIL BOX SUPPORT EA 37.0 37.00 $ 85.00 $ 3,145.00 85 MAIL BOX SUPPORT EA 5.0 - $ 125.00 $ - 86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL LF 35.0 35.00 $ 25.00 $ 875.00 87 WOODEN FENCE LF 112.0 - $ 19.50 $ - 88 INSTALL SALVAGED FENCE LF 50.0 - $ 29.00 $ - 89 TRAFFIC CONTROL LS 1.0 1.00 $ 37,800.00 $ 37,800.00 90 SIGN PANELS TYPE C (INCLUDING POSTS 8 ASSEMBLY) (FINAL REVISED) SF 313.0 313.00 $ 21.75 $ 6,807.75 91 SIGN PANELS TYPE D (INCLUDING POSTS & ASSEMBLY) SF 59.0 30.00 $ 28.00 $ 840.00 92 INSTALL SIGN (INCL. POST & ASSEMBLY) EA 20.0 10.00 $ 35.00 $ 350.00 93 DELINEATOR TYPE (X4 -2) EA 6.0 6.00 $ 50.00 $ 300.00 94 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED LF 143.0 132.00 $ 14.44 $ 1,906.08 95 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT LF 4,520.0 4,428.00 $ 0.32 $ 1,416.96 96 PVMT MARK. 4" SOLID LINE WHITE -PAINT LF 9,480.0 9,194.00 $ 0.15 $ 1,379.10 97 ZEBRA CROSSWALK- WHITE POLY PREFORMED SF 216.0 270.00 $ 9.87 $ 2,664.90 98 PEDESTAL FOUNDATION EA 1.0 1.00 $ 625.00 $ 625.00 99 1.25" RIGID STEEL CONDUIT LF 30.0 - $ 11.50 $ 100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM SYS 1.0 1.00 $ 6,200.00 $ 6,200.00 101 TRANSPLANT TREE (3" CAL DECIDUOUS) TREE 79.0 5.00 $ 250.00 $ 1,250.00 102 SILT FENCE, TYPE PREASSEMBLED LF 6,866.0 5,615.00 $ 2.10 $ 11,791.50 103 INLET PROTECTION EA 49.0 2.00 $ 80.00 $ 160.00 104 SODDING TYPE SALT RESISTANT SY 15,000.0 15,000.00 $ 1.80 $ 27,000.00 105 EROSION CONTROL BLANKET SY 6,660.0 5,730.00 $ 1.05 $ 6,016.50 106 SEEDING (INCL. SEED MIX 508 OR 60B, FERTILIZER, MULCH & DISC ANCHORING)* ACRE 1.6 1.23 $ 790.00 $ 971.70 SUBTOTAL ESTIMATE NO. 7R $ 1,188,252.70 CHANGE ORDER NO. 1 1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL MATERIAL. CY 13,155.0 13,155.00 $ 10.51 $ 138,259.05 2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO FACILITATE LATE SEASON CONSTRUCTION. ADD B618 CONCRETE C &G LF 4,169.0 4,169.00 $ 0.60 $ 2,501.40 3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES /FORBS/ WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 ACRE) ACRE 1.0 1.00 $ 1,182.02 $ 1,182.02 4 ADD STORMWATER QUALITY POND AT SECOND AVENUE AND LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. MOBILIZATION LS 1.0 1.0 $ 1,800.00 $ 1,800.00 CLEARING EA 40.0 40.0 $ 125.00 $ 5,000.00 GRUBBING EA 40.0 40.0 $ 50.00 $ 2,000.00 POND EXCAVATION CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 RANDOM RIP RAP CLASS I11 CY 9.0 9.0 $ 60.00 $ 540.00 -77- * INDICATES CHANGES MADE IN ACCORDANCE WITH Cr„-.rvv= ORDER NO. 1 Page 2 ESTIMATE NO. 7R (FINAL) ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12390 -03 ITEM NO. DESCRIPTION PERIOD ENDING: February 14, 2005 CONTRACT QUANTITY UNIT AMOUNT UNIT QUANTITY TO DATE PRICE TO DATE TRAFFIC CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 SILT FENCE TYPE PREASSEMBLED LF 365.0 135.0 $ 2.10 $ 283.50 WOOD FIBER BLANKET TYPE II SY 490.0 - $ 1.25 $ SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND DISC ANCHORING) ACRE 0.3 0.3 $ 2,000.00 $ 600.00 5 ADD SANITARY SERVICES CONNECT TO EXISTING SANITARY MH EA 1.0 1.00 $ 300.00 $ 300.00 6" PVC (SDR35) SANITARY SEWER LF 120.0 120.00 $ 20.00 $ 2,400.00 6" X 4" PVC WYES EA 2.0 2.00 $ 200.00 $ 400.00 6" PVC CLEAN OUT EA 1.0 1.00 $ 150.00 $ 150.00 6 ADD SUNSET PEDESTRIAN /BIKEWAY TRAIL EXTENSION MOBILIZATION LS 1.0 1.00 $ 1,000.00 $ 1,000.00 COMMON EXCAVATION CY 193.0 193.00 $ 10.51 $ 2,028.43 AGGREGATE BASE, CLASS 5 TON 210.0 210.00 $ 6.80 $ 1,428.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 49.0 49.00 $ 39.05 $ 1,913.45 REMOVE C &G LF 8.0 8.00 $ 2.50 $ 20.00 SODDING TYPE SALT RESISTANT SY 1,552.0 1,552.00 $ 1.80 $ 2,793.60 7 ADD FOR ADDITIONAL REMOVAL AND REPLACEMENT OF PEDESTRIAN /BIKEWAY TRAIL REMOVE BITUMINOUS SURFACING SY 895.0 895.00 $ 1.55 $ 1,387.25 COMMON EXCAVATION CY 415.0 415.00 $ 10.51 $ 4,361.65 AGGREGATE BASE, CLASS 5 TON 355.0 355.00 $ 6.80 $ 2,414.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 108.00 $ 39.05 $ 4,217.40 8 ADD LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD SODDING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7 ACRES) SY 8,022.0 8,357.0 $ 1.80 $ 15,042.60 9 ADD STORM MANHOLE SUMP SECTION PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE SECTION (4' DEPTH). EA 2.0 2.00 $ 700.00 $ 1,400.00 SUBTOTAL CHANGE ORDER NO. 1 $ 204,832.35 CHANGE ORDER NO. 2 1 SAFETY FENCE 2 STORM SEWER FABRIC 3 HANDSET CURB GRAVEL AT LIVINGSTONS, MOVE WAGON WHEELS, INSTALL NEW 4 BLACK UNDER SOD 5 REPAIR SENIOR HOUSING POND 6 CRABAPPLE TREES 7 AMUR CHOKEBERRY 8 JAPANESE TREE LILAC 9 THORNLESS HAWTHORN 10 REPAIR WASHOUTS AT ELM STREET POND 11 CRABAPPLE TREES SUBTOTAL CHANGE ORDER NO. 2 TOTAL ESTIMATE NO. 7R (FINAL) 1,388.0 1,388.00 $ 1.31 $ 12.0 12.00 $ 320.00 $ 150.0 150.00 $ 18.90 $ INDICATES CHANGES MADE IN ACCORDANCE WITH C. , 8 ORDER NO. 1 1,818.28 3,840.00 2,835.00 1.0 1.00 $ 2,330.70 $ 2,330.70 1.0 1.00 $ 1,381.50 $ 1,381.50 18.0 18.00 $ 173.00 $ 3,114.00 17.0 17.00 $ 183.00 $ 3,111.00 17.0 17.00 $ 173.00 $ 2,941.00 18.0 18.00 $ 178.00 $ 3,204.00 1.0 1.00 $ 1,132.50 $ 1,132.50 10.0 10.00 $ 173.00 $ 1,730.00 $ 27,437.98. $ 1,420,523.03 Page 3 • • CHANGE ORDER TKDA Engineers - Architects - Planners Compensating Saint Paul, MN February 14 20 05 Comm. No. 12390 -03 Change Order No. 3R To F.M. Frattalone Excavating & Grading, Inc. for Elm Street Reconstruction for City of Lino Lakes, Minnesota You are hereby directed to make the following change to your contract dated July 14 , 20 03 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (increase) (decrease) (miz» ham) the contract sum by Sixty -Four Thousand Three Hundred Sixty -Eight Dollars and 29/100 ($ 64,368.29 ). COMPENSATING CHANGE ORDER This change order shows the actual quantities installed at the unit price bid amounts (see attached itemization): NET CHANGE = $ (64,368.29) Amount of Original Contract $ 1,513,221.79 Additions approved to date (Change Order No. 2) $ 27,437.98 Deductions approved to date (Change Order No. 1) $ (55,768.45) Contract amount to date $ 1,484,891.32 Amount of this Change Order (M ED (Deduct) (?ale -Clime) $ (64,368.29) Revised Contract Amount $ 1,420,523.03 Approved City of Lino Lakes, Minnesota TKDA Owner By By Scott A. Brink, P.E. Approved F.M. Frattalone Excavating & Grading, Inc. White - Owner Contractor Pink - Contractor Blue - TKDA By COMPENSATING CHANGE ORDER NO. 3R ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION NO. 12390 -03 ilkDESCRIPTION PERIOD ENDING: February 14, 2005 CONTRACT QUANTITY +/- UNIT AMOUNT NET CONTRACT UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT ELM STREET RECONSTRUCTION 1 MOBILIZATION LS 1.0 1.00 - $ 89,700.00 $ 89,700.00 $ - $ 89,700.00 2 CLEARING TR 139.0 136.00 (3.0) $ 100.00 $ 13,600.00 $ 3 GRUBBING (300.00) $ 13,900.00 TR 139.0 136.00 (3.0) $ 35.00 $ 4,760.00 $ (105.00) $ 4,865.00 4 REMOVE PIPE (CULVERT OR STORM SEWER) LF 798.0 810.00 12.0 $ 8.00 $ 6,480.00 $ 96.00 $ 6,384.00 5 REMOVE CURB & GUTTER" LF 280.0 263.00 (17.0) $ 2.50 $ 657.50 $ 6 REMOVE FENCE LF 154.0 40.00 (42.50) $ 700.00 7 REMOVE WATERMAIN (114.0) $ 6.00 $ 240.00 $ (684.00) $ 924.00 LF 106.0 132.00 26.0 $ 10.00 $ 1,320.00 $ 260.00 $ 1,060.00 8 REMOVE CONCRETE PAVEMENT SF 1,544.0 1,895.00 351.0 $ 0.50 $ 947.50 $ 175.50 $ 77200 9 REMOVE BITUMINOUS SURFACING SY 20,816.0 20,816.00 - $ 1.55 $ 32,264.80 $ $ 32,264.80 10 REMOVE MANHOLE OR CATCH BASIN EA 4.0 5.00 1.0 $ 300.00 $ 1,500.00 $ 300.00 $ 1,200.00 11 REMOVE CONCRETE APRON EA 19.0 19.00 - $ 100.00 $ 1,900.00 $ - $ 1,900.00 12 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 150.0 56.00 (94.0) $ 7.00 $ 392.00 $ (658.00) $ 1,050.00 13 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 950.0 652.00 (98.0) $ - 2.00 $ 1,704.00 $ (196.00) $ 1,900.00 14 SALVAGE FENCE LF 50.0 16.00 (34.0) $ 25.00 $ 400.00 $ (850.00) $ 1,250.00 15 SALVAGE MAIL BOX SUPPORT EA 37.0 37.00 $ 85.00 $ 3,145.00 $ $ 3,145.00 16 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 20.0 20.00 - $ 25.00 $ 50000 $ - $ 500.00 17 SALVAGE HYDRANT EA 4.0 5.00 1.0 $ 600.00 $ 3,000.00 $ 600.00 $ 2,400.00 18 SALVAGE GATE VALVE & BOX EA 5.0 5.00 $ 75.00 8 375.00 $ - $ 375.00 19 COMMON EXCAVATION (P)' CY - $ 9.15 .6 $ - $ 20 POND EXCAVATION CY 9,675.0 9,675.00 - $ 5.25 $ 50,793.75 $ - $ 50,79275 21 SELECT GRANULAR BORROW (CV) (P)' CY - - - $ 10.65 $ - $ - $ 22 TOPSOIL BORROW (LV) CY 453.0 (453.0) $ 10.00 $ $ (4,530.00) $ 4,530.00 23 CRUSHED ROCK 6" DEPTH (TRENCH STABILIZING) LF 3,151.0 - (3,151.0) $ 2.25 $ $ (7,089.75) $ 7,08975 24 EXPLORATORY DIGGING HR 20.0 8.00 (12.0) $ 139.00 $ 1,112.00 $ (1,668.00) $ 2,780.00 25 AGGREGATE BASE CLASS 5* TN 12,000.0 9,556.14 (2,443.9) $ 6.80 $ 64,981.75 $ (16,618.25) $ 81,600.00 26 TYPE LV AGG. 3 WEARING COURSE (B) TN 2,025.0 2,032.24 7.2 $ 31.65 $ 64,320.40 $ 229.15 $ 64,091.25 27 TYPE LV AGG. 4 WEARING COURSE FOR TRAIL (B)' TN 550.0 607.75 57.8 $ 39.05 $ 23,732.64 $ 2,25614 $ 21,477.50 28 TYPE LV AGG. 3 NON- WEARING COURSE (B) TN 2,025.0 2,109.86 84.9 $ 31.65 $ 66,177.07 $ 2,685.82 $ 64,09125 29 TYPE LV AGG. 4 WEARING COURSE 2" THICK FOR DRIVEWAYS (B) SY 1,500.0 1,745.00 245.0 $ 10.00 $ 17,450.00 $ 2,450.00 $ 15,000.00 30 BITUMINOUS MATERIAL FOR TACK COAT GAL 880.0 500.00 (380.0) $ 2.50 $ 1,250.00 $ (950.00) $ 31 15" RC PIPE APRON W/ TRASH GUARD EA 6.0 7.00 1.0 $ 625.00 $ 4,375.00 $ 625.00 $ 3,750.00 2,200.00 32 21" RC PIPE APRON W/ TRASH GUARD EA 2.0 2.00 $ 825.00 $ 1,650.00 $ $ 1,650.00 33 4" PERF PE PIPE DRAIN (W/ SOCK) LF 512.0 512.00 $ 6.00 $ 3,072.00 $ $ 3,07200 35 34 15" RC PIPE SEWER CLASS V DESIGN 3006 LF 2,733.0 2,681.00 (52.0) $ 21.75 $ 58,311.75 $ (1,131 00) $ 59,44275 18" RC PIPE SEWER CLASS V DESIGN 3006 LF 830.0 770.00 (60.0) $ 23.75 $ 18,287.50 $ (1,425.00) $ 19,71250 21" RC PIPE SEWER CLASS III DESIGN 3006 LF 902.0 903.00 1.0 $ 26.25 $ 23,703.75 $ 2625 $ 23,677.50 CONNECT TO EXISTING MANHOLES (SANITARY SEWER) EA 1.0 2.00 1.0 $ 4,000.00 $ 8,00000 $ 4,000.00 $ 4,00000 38 8 "X4" PVC WYE (SCHEDULE 40) EA 30.0 31.00 1.0 $ 220.00 $ 6,820.00 $ 220.00 $ 6,600.00 39 8" PVC, SDR 35 PIPE SEWER (10' -12' DEPTH) LF 69.0 97.00 28.0 $ 61.30 $ 5,946.10 $ 1,716.40 $ 4,229.70 40 8" PVC, SDR 35 PIPE SEWER (12-14' DEPTH) LF 620.0 161.00 (459.0) $ 61.30 $ 9,869.30 $ (28,136.70) $ 38,006.00 41 8" PVC, SDR 35 PIPE SEWER (14-16' DEPTH) LF 430.0 652.00 222.0 $ 61.30 $ 39,967.60 $ 13,608.60 $ 26,359.00 42 8" PVC, SDR 35 PIPE SEWER (16-18' DEPTH) LF 626.0 758.00 132.0 $ 61.30 $ 46,465.40 $ 8,091.60 $ 36,373.80 43 8" PVC, SDR 35 PIPE SEWER (18' -20' DEPTH) LF 32.0 109.00 77.0 $ 61.30 $ 6,661.70 $ 4,720.10 $ 1,961.60 44 4" SANITARY SERVICE PIPE (SCHEDULE 40) LF 1,544.0 1,604.00 60.0 $ 9.50 $ 15,238.00 $ 570.00 $ 14,668.00 45 8" PVC, SDR 26 PIPE SEWER (18' -20' DEPTH) LF 117.0 100.00 (17.0) $ 61.30 $ 6,130.00 $ (1,042.10) $ 7,172.10 46 8" PVC, SDR 26 PIPE SEWER (20' -22' DEPTH) LF 480.0 446.00 (34.0) $ 61.30 $ 27,339.80 $ (2,084.20) $ 29,424.00 47 8" PVC, SDR 26 PIPE SEWER (22' -24' DEPTH) LF 212.0 260.00 48.0 $ 61.30 $ 15,938.00 $ 2,942.40 $ 12,995.60 48 8" PVC, SDR 26 PIPE SEWER (24' -26' DEPTH) LF 235.0 290.00 55.0 $ 61.30 $ 17,777.00 $ 3,371.50 $ 14,405.50 49 8" PVC, SDR 26 PIPE SEWER (26' -28' DEPTH) LF 330.0 295.00 (35.0) $ 61.30 $ 18,083.50 $ (2,145.50) $ 20,229.00 50 TELEVISE SANITARY SEWER MAINS LF 3,151.0 3,168.00 17.0 $ 0.85 $ 2,692.80 $ 14.45 $ 2,678.35 51 WATER METERING MH 52 LOWER WATERMAIN LS 1.0 1.00 $ 10,800.00 $ 10,800.00 $ - $ 10,800.00 (1.0) $ 3,500.00 $ - $ 53 ADJUST VALVE BOX EA 13.0 9.00 (4.0) $ LS 1.0 (3,500.00) $ 3,500.00 85.00 $ 765.00 $ (340.00) $ 1,105.00 54 CONNECT TO EXISTING WATERMAIN EA 10.0 12.00 2.0 $ 525.00 $ 6,300.00 $ 1,050.00 $ 5,25000 55 HYDRANT EA 1.0 1.00 2,500.00 $ 2,500.00 $ $ 56 INSTALL GATE VALVE & BOX EA 2.0 2.00 $ 250.0000 $ 500.00 $ $ 2,50500.00 0.00 57 INSTALL HYDRANT EA 4.0 5.00 1.0 $ 500.00 $ 2,500.00 $ 500.00 $ 58 6" GATE VALVE & BOX EA 2.0 3.00 1.0 $ 790.00 $ 2,370.00 $ 790.00 $ 2,00000 59 8" GATE VALVE & BOX EA 6.0 10.00 4.0 $ 870.00 $ 8,700.00 $ 3,480.00 $ 1,580.00 60 16" GATE VALVE & BOX EA 2.0 2.00 $ 4,000.00 $ 8,000.00 $ $ 8,00000 61 1" CURB STOP & BOX EA 31.0 32.00 1.0 $ 165.00 $ 5,260.00 $ 165.00 $ 5,11500 62 1" CORPORATION STOP EA 31.0 32.00 1.0 $ 118.00 $ 3,776.00 $ 118.00 $ 3,658.00 63 6" WATERMAIN DUCTILE IRON CL 52 LF 91.0 128.00 37.0 $ 21.00 $ 2,688.00 $ 777.00 $ 1,911.00 64 8" WATERMAIN DUCTILE IRON CL 52 LF 1,261.0 989.00 (272.0) $ 26.00 $ 25,714.00 $ (7,072.00) $ 32,786.00 65 1" TYPE K COPPER PIPE LF 1.700.0 1,611.00 111.0 $ 9.40 $ 17,023.40 $ 1,043.40 $ 15,98000 66 16" WATERMAIN DUCTILE IRON CL52 LF 76.0 60.00 (16.0) $ 50.00 $ 3,000.00 $ (800.00) $ 3,80000 67 INSULATION (4 "THICKNESS) SY 165.0 32.00 (133.0) $ 18.00 $ 576.00 $ (2,394.00) $ 2,970.00 68 DUCTILE IRON FITTINGS LB 1,596.0 1,201.00 (395.0) $ 2.90 $ 3,482.90 $ (1,145.50) $ 69 CONSTRUCT CATCH BASIN -TYPE 402 EXTRA DEPTH (> 5' DEPTH) LF 14.0 14.00 - $ 90.00 $ 1,260.00 $ - $ 4,628.40 1.260.00 70 CONSTRUCT CATCH BASIN -TYPE 402 EA 34.0 34.00 - $ 1,080.00 $ 36,720.00 $ - $ 36,72000 71 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 6.0 6.00 $ 1,240.00 $ 7,440.00 $ $ 7,44000 72 CONSTRUCT 60" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 8.0 9.00 1.0 $ 1,870.00 $ 16,830.00 $ 1,870.00 $ 14,960.00 73 CONSTRUCT 72" DIAMETER CATCH BASIN MANHOLE -TYPE 406 EA 1.0 1.00 - $ 2,300.00 $ 2,300.00 $ $ 2,300.00 74 CONSTRUCT 48" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 1.0 1.00 - $ 1,140.00 $ 1,140.00 $ $ 1,14000 75 CONSTRUCT 60" DIAMETER STORM SEWER MANHOLE -TYPE 409 EA 3.0 3.00 - $ 1,770.00 $ 5,31000 $ - $ 5,310.00 6 ADJUST EXISTING FRAME AND RING CASTING EA 8.0 5.00 (3.0) $ 200.00 $ 1,000.00 $ (600.00) $ 1,600.00 7 RECONSTRUCT EXISTING MANHOLE EA 2.0 2.00 $ 750.00 $ 1,800.00 $ $ 1,500.00 78 CONSTRUCT SANITARY MANHOLE (4' DIA. -TYPE 301) EA 11.0 10.00 (1.0) $ 1,310.00 $ 13,100.00 $ (1,310.00) $ 14,410.00 79 CONSTRUCT SANITARY MANHOLE EXTRA DEPTH (> 8' DEPTH) LF 101.0 95.41 (5.6) $ 90.00 $ 8,58690 $ (503.10) $ 9,090.00 80 RANDOM RIPRAP CLASS III CY 22.0 6.00 (16.0) $ 40.00 $ 240.00 $ (640.00) $ 880.00 81 CONCRETE CURB AND GUTTER DESIGN B618 LF 10,540.0 10,651.00 111.0 $ 7.20 $ 76,687.20 $ 79920 $ 75,888.00 82 6" CONCRETE DRIVEWAY PAVEMENT SY 155.0 210.60 55.6 $ 32.00 $ 6,739.20 $ 1,779.20 $ 4,960.00 83 B" CONCRETE DRIVEWAY PAVEMENT SY 278.0 120.00 (158.0) $ 35.60 $ 4,272.00 $ (5,62480) $ 9,896.80 _80- INDICATES CHANGES MADE IN ACCORDANCE WITH CHANGE ORDER Nu. 1 Page 1 COMPENSATING CHANGE ORDER NO. 3R ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA COMMISSION N0. 12390 -03 0 CONTRACT QUANTITY +/_ UNIT AMOUNT NET CONTRACT DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT 84 INSTALL MAIL BOX SUPPORT EA 37.0 37.00 - $ 85.00 $ 3,145.00 $ - $ 3,145.00 85 MAIL BOX SUPPORT EA 5.0 (5.0) $ 125.00 $ - $ (625.00) $ 625.00 86 SALVAGE & REINSTALL STEEL PLATE BEAM GUARDRAIL LF 35.0 35.00 - $ 25.00 $ 875.00 $ - $ 875.00 87 WOODEN FENCE LF 112.0 88 INSTALL SALVAGED FENCE (112.0) $ 19.50 $ $ (2,184.00) $ 2,184.00 89 TRAFFIC CONTROL LF 50.0 (50.0) $ 29.00 $ $ (1,450.00) $ 1,450.00 LS 1.0 1.00 - $ 37,800.00 $ 37,800.00 $ - $ 37,800.00 90 SIGN PANELS TYPE C (INCLUDING POSTS & ASSEMBLY) (FINAL REVISED) SF 373.0 373.00 $ 21.75 $ 6,807.75 $ $ 6,807.75 91 SIGN PANELS TYPED (INCLUDING POSTS & ASSEMBLY) SF 59.0 30.00 (29.0) $ 28.00 $ 840.00 $ (812.00) $ 1,652.00 92 INSTALL SIGN (INCL. POST & ASSEMBLY) EA 20.0 10.00 (10.0) $ 35.00 $ 350.00 $ (350.00) $ 700.00 93 DELINEATOR TYPE (X4 -2) EA 6.0 6.00 - $ 50.00 $ 300.00 $ - $ 300.00 94 PVMT MARK. 24" STOP LINE WHITE -POLY PREFORMED LF 143.0 132.00 (11.0) $ 14.44 $ 1,906.08 $ (158.84) $ 2,064.92 95 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW -PAINT LF 4,520.0 4,428.00 (92.0) $ 0.32 $ 1,416.96 $ (29.44) $ 1,446.40 96 PVMT MARK 4" SOLID LINE WHITE -PAINT LF 9,480.0 9,194.00 (286.0) $ 0.15 $ 1,379.10 $ (42.90) $ 1,422.00 97 ZEBRA CROSSWALK- WHITE POLY PREFORMED SF 216.0 270.00 54.0 $ 9.87 $ 2,664.90 $ 532.98 $ 2,131.92 98 PEDESTAL FOUNDATION EA 1.0 1.00 - $ 625.00 $ 625.00 $ - $ 625.00 99 1.25" RIGID STEEL CONDUIT LF 30.0 (30.0) $ 11.50 $ - $ (345.00) $ 345.00 100 RELOCATE CROSSWALK WARNING FLASHER SYSTEM SYS 1.0 1.00 - $ 6,200.00 $ 6,200.00 $ $ 6,20000 101 TRANSPLANT TREE (3" CAL DECIDUOUS) TREE 79.0 5.00 (74.0) $ 250.00 $ 1,250.00 $ (18,500.00) $ 19,750.00 102 SILT FENCE, TYPE PREASSEMBLED LF 6,866.0 5,615.00 (1,251.0) $ 2.10 $ 11,791.50 $ (2,627.10) $ 14,418.60 103 INLET PROTECTION EA 49.0 2.00 (47.0) $ 80.00 $ 160.00 $ (3,760.00) $ 3,920.00 104 SODDING 'TYPE SALT RESISTANT SY 15,000.0 15,000.00 - $ 1.80 $ 27,000.00 $ - $ 27,000.00 105 EROSION CONTROL BLANKET SY 6,660.0 5,730.00 (930.0) $ 1,05 $ 6,016.50 $ (976.50) $ 6,993.00 106 SEEDING (INCL SEED MIX 508 OR 608, FERTILIZER, MULCH & DISC ANCHORING)* ACRE 1.6 1.23 (0.4) $ 790.00 $ 971.70 $ (292.30) $ 1,264.00 SUBTOTAL ESTIMATE NO. 7R $ 1,188,252.70 $ (63,875.79) $ 1,252,128.49 PERIOD ENDING: February 14, 2005 CHANGE ORDER NO. 1 1 ADJUSTMENT OF COMMON EXCAVATION UNIT PRICE TO REFLECT A REDUCTION OF ONE -FOOT OF SELECT GRANULAR BORROW FILL MATERIAL. CY 13,155.0 13,155.00 13,155.0 $ 10.51 $ 138,259.05 $ $ 138,259.05 2 ADD HIGH EARLY STRENGTH CONCRETE CURB AND GUTTER TO FACILITATE LATE SEASON CONSTRUCTION. ADD 6618 CONCRETE C &G LF 4,169.0 4,169.00 (8,986.0) $ 0.60 $ 2,501.40 $ - $ 2,501.40 3 ADD NATIVE PLANTINGS AND SEEDING (GRASSES /FORBS/ 0 WILDFLOWERS) AROUND THE STORM PONDS PER RICE CREEEK WATERSHED DISTRICT REQUIREMENT. (SEEDING REDUCED BY 1 ACRE) ACRE 1.0 1.00 #REFI $ 1,182.02 $ 1,182,02 $ - $ 1,182.02 4 LAKE DRIVE PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. MOBILIZATION LS 1.0 1.0 $ 1,800.00 $ 1,800.00 $ - $ 1,800.00 CLEARING EA 40.0 40.0 $ 125.00 $ 5,000.00 $ - $ 5,000.00 GRUBBING EA 40.0 40.0 $ 50.00 $ 2,000.00 $ - $ 2,000.00 POND EXCAVATION CY 1,010.0 1,010.0 $ 11.00 $ 11,110.00 $ - $ 11,110.00 RANDOM RIP RAP CLASS III CY 9.0 9.0 $ 60.00 $ 540.00 $ - $ 540.00 TRAFFIC CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 $ - $ 300.00 SILT FENCE TYPE PREASSEMBLED LF 365.0 135.0 $ 2.10 $ 283.50 $ (483.00) $ 766.50 WOOD FIBER BLANKET TYPE It SY 490.0 $ 1.25 $ - $ (612.50) $ 612.50 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH, AND DISC ANCHORING) ACRE 0.3 0.3 $ 2,000.00 $ 600.00 $ - $ 600.00 5 ADD SANITARY SERVICES CONNECT TO EXISTING SANITARY MH EA 1.0 1.00 #REF! $ 300.00 $ 300.00 $ - $ 300.00 6" PVC (SDR35) SANITARY SEWER LF 120.0 120.00 #REF! $ 20.00 $ 2,400.00 $ - $ 2,400.00 6" X 4" PVC WYES EA 2.0 2.00 (4,167.0) $ 200.00 $ 400.00 $ - $ 400.00 6" PVC CLEAN OUT EA 1.0 1.00 #REF! $ 150.00 $ 150.00 $ - $ 150.00 6 ADD SUNSET PEDESTRIAN /BIKEWAY TRAIL EXTENSION MOBILIZATION LS 1.0 1.00 #REF! $ 1,000.00 $ 1,000.00 $ - $ 1,00000 COMMON EXCAVATION CY 193.0 193.00 193.0 $ 10.51 $ 2,028.43 $ - $ 2,028.43 AGGREGATE BASE, CLASS 5 TON 210.0 210.00 209.0 $ 6.80 $ 1,428.00 $ - $ 1,428.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 49.0 49.00 9.0 $ 39.05 $ 1,913.45 $ 5 1,913.45 REMOVE C &G LF 8.0 8.00 (32.0) $ 2,50 $ 20.00 $ - $ 20.00 SODDING TYPE SALT RESISTANT SY 1,552.0 1,552.00 542.0 $ 1.80 $ 2,793.60 $ - $ 2,793.60 7 ADD FOR ADDITIONAL REMOVAL AND REPLACEMENT OF PEDESTRIAN/BIKEWAY TRAIL REMOVE BITUMINOUS SURFACING SY 895.0 895.00 530.0 $ 1.55 $ 1,387.25 $ - $ 1,387.25 COMMON EXCAVATION CY 415.0 415.00 (75.0) $ 10.51 $ 4,361.65 $ - $ 4,361.65 AGGREGATE BASE, CLASS 5 TON 355.0 355.00 354.7 $ . 6.80 $ 2,414.00 $ - $ 2,414.00 TYPE LV AGG. 4 WEARING COURSE (B) FOR TRAIL TON 108.0 108.00 108.0 $ 39.05 $ 4,217.40 $ $ 4,217.40 8 ADD LARGER AREA'S SODDING AND SEEDING QUANTITIES. ADD SODDING TYPE SALT RESISTANT (SEEDING REDUCED BY 1.7 ACRES) SY 8,022.0 8,357.0 8,237.0 $ 1.80 $ 15,042.60 $ 603,00 $ 14,439.60 9 ADD STORM MANHOLE SUMP SECTION PER RICE CREEK WATERSHED DISTRICT REQUIREMENT. ADD 5' DIA. SUMP MANHOLE SECTION (4' DEPTH). EA 2.0 2.00 1.0 $ 700.00 $ 1,400.00 $ - $ 1.400.00 SUBTOTAL CHANGE ORDER NO. 1 $ 204,832.35 $ (492.50) $ 205,324.85 • -81- INDICATES CHANGES MADE IN ACCORDANCE WITH CHANGE ORDER Nu. Page 2 COMPENSATING CHANGE ORDER NO. 3R ELM STREET RECONSTRUCTION CITY OF LINO LAKES, MINNESOTA NO. 12390 -03 ,00MMISSION PERIOD ENDING: February 14, 2005 M CONTRACT QUANTITY +/_ UNIT AMOUNT NET CONTRACT DESCRIPTION UNIT QUANTITY TO DATE DIFFERENCE PRICE TO DATE CHANGE AMOUNT CHANGE ORDER NO. 2 1 SAFETY FENCE 1,388.0 1,388.00 $ 1.31 $ 1,818.28 $ - $ 1,818.28 2 STORM SEWER FABRIC 12.0 12.00 $ 320.00 $ 3,840.00 $ - $ 3,840.00 3 HANDSET CURB 150.0 150.00 $ 18.90 $ 2,835.00 $ - $ 2,835.00 GRAVEL AT LIVINGSTONS, MOVE WAGON WHEELS, INSTALL NEW 4 BLACK UNDER SOD 1.0 1.00 $ 2,330.70 $ 2,330.70 $ - $ 2,330.70 5 REPAIR SENIOR HOUSING POND 1.0 1.00 $ 1,381.50 $ 1,381.50 $ - $ 1,381.50 6 CRABAPPLE TREES 18.0 18.00 $ 173.00 $ 3,114.00 $ • $ 3.114.00 7 AMUR CHOKEBERRY 17.0 17.00 $ 183.00 $ 3,111.00 $ - $ 3,111.00 8 JAPANESE TREE LILAC 17.0 17.00 $ 173.00 $ 2,941.00 $ - $ 2,941.00 9 THORNLESS HAWTHORN 18.0 18.00 $ 178.00 $ 3,204.00 $ - $ 3,204.00 10 REPAIR WASHOUTS AT ELM STREET POND 1.0 1.00 $ 1,132.50 $ 1,132.50 $ - $ 1,132.50 11 CRABAPPLE TREES 10.0 10.00 $ 173.00 $ 1,730.00 $ - $ 1.730.00 SUBTOTAL CHANGE ORDER NO. 2 $ 27,437.98 $ $ 27,437.98 • TOTAL COMPENSATING CHANGE ORDER NO. 3R $ 1,420,523.03 $ (64,368.29) $ 1,484,891.32 -82- ` INDICATES CHANGES MADE IN ACCORDANCE WITH CHANGE ORDER Nu. 1 Page 3