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HomeMy WebLinkAbout2006-131 Council Resolution4 Council Member Carlson introduced the following resolution and moved its adoption: CITY OF LINO LAKES RESOLUTION NO. 06 -131 RESOLUTION APPROVING PAYMENT REQUEST NO. 10 (FINAL) AND COMPENSATING CHANGE ORDER NO. 4 - HOLLY DRIVE IMPROVEMENTS WHEREAS, the construction of Holly Drive Improvements has been completed by W.B. Miller, 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: Compensating Change Order No. 4 and Payment Request No. 10 (Final) is approved for a final contract amount of $875,314.29. Julia ne Bartell, pity lerk n Be •eso, , Mayor Adopted by the Lino Lakes City Council this 14th day of August, 2006. The motion for the adoption of the foregoing resolution was duly seconded by Council Member O' Donne 1 nd upon vote being taken thereon, the following voted in favor thereof: Carlson, O'Donnell, Reinert, Stoltz, Bergeson The following voted against same: Whereupon said resolution was declared duly passed and adopted. • AGENDA ITEM 11 STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: August 14, 2006 TOPIC: Resolution No. 06 -131, Approving Payment Request No. 10 (Final) and Compensating Change Order No. 4, Holly Drive Improvements VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for Holly Drive Improvements, W.B. Miller, Inc. is requesting City approval of Payment Request No. 10 (Final) in the amount of $9,595.14. A copy of the Final Payment is attached. The contractor has satisfactorily completed all work and has provided all necessary documentation. Also included with the request for Final Payment is Compensating Change Order No. 4 in the deduct amount of $28,458.72. A copy of the Compensating Change Order is attached. With this Change Order, the final contract amount is $875,314.29, which is below the Engineers Estimate of $911,004.00 Approval of the Final Payment will begin the one -year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 06 -131, Approving Payment Request No. 10 (Final) and Compensating Change Order No. 4 for Holly Drive Improvements. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 06 -131 be approved. • • AGENDA ITEM 11 STAFF ORIGINATOR: James E. Studenski, City Engineer COUNCIL MEETING DATE: August 14, 2006 TOPIC: Resolution No. 06 -131, Approving Payment Request No. 10 (Final) and Compensating Change Order No. 4, Holly Drive Improvements VOTE REQUIRED: 3/5 Vote Required BACKGROUND: The contractor for Holly Drive Improvements, W.B. Miller, Inc. is requesting City approval of Payment Request No. 10 (Final) in the amount of $9,595.14. A copy of the Final Payment is attached. The contractor has satisfactorily completed all work and has provided all necessary documentation. Also included with the request for Final Payment is Compensating Change Order No. 4 in the deduct amount of $28,458.72. A copy of the Compensating Change Order is attached. With this Change Order, the final contract amount is $875,314.29, which is below the Engineers Estimate of $911,004.00 Approval of the Final Payment will begin the one -year warranty period. OPTIONS: 1. Return to staff for further review. 2. Approve Resolution 06 -131, Approving Payment Request No. 10 (Final) and Compensating Change Order No. 4 for Holly Drive Improvements. RECOMMENDATION: Option No. 2 - Staff recommends that Resolution 06 -131 be approved. TKDA ENGINEERS • ARCHITECTS • PLANNERS 1500 Piper Jaffray Plaza 444 Cedar Street Saint Paul, MN 55101 -2140 (651) 292-4400 (651) 292 -0083 Fax www.tkda.com Project No. 12623.002 Cert. No. 10 (Final) St. Paul, MN, July 28 , 20 06 To City of Lino Lakes, Minnesota Owner This Certifies that W.B. Miller, Inc. , Contractor For Holly Drive Improvements Is entitled to being 10th Nine Thousand Five Hundred Ninety -Five Dollars and 14/100 ($9,595.14) FINAL estimate for paftial payment on contract with you dated July 26 , 2004 Received payment in full of above Certificate. TKDA W.B. Miller, Inc. , 20 Thomas D. Pre , P.E. Contract price plus extras RECAPITULATION OF ACCOUNT 824,186.70 All previous payments $ 865,719.15 All previous credits Extra No. Change Order No. 1 $ 59,899.61 Change Order No. 2 $ 11,066.70 Change Order No. 3 $ 8,620.00 Compensating Change Order No. 4 $ (28,458.72) $ AMOUNT OF THIS CERTIFICATE $ 9,595.14 Totals $ 875,314.29 875,314.29 Credit Balance There will remain unpaid on contract after payment of this Certificate An Employee Owned Company Promoting Affirmative Action and Equal Opportunity • Estimate No. Contractor Project Location TKDA Engineers - Architects - Planners Saint Paul, Minnesota 55101 PERIODICAL ESTIMATE FOR PARTIAL PAYMENTS FINAL 10 Period Ending W.B. Miller, Inc. Holly Drive Improvements City of Lino Lakes, Minnesota July 28 , 20 06 Page 1 of 1 TKDA Project No. 12623.002 Original Contract Amount $824,186.70 Total Contract Work Completed Total Approved Credits Total Approved Extra Work Completed - CO No. 1 CO No. 2 CO No. 3 CCO No. 4 Approved Extra Orders Amount Completed • Total Amount Earned This Estimate Less Approved Credits Less 0 % Retained Less Previous Payments Total Deductions Amount Due This Estimate Contractor 59,899.61 11,066.70 8,620.00 28,458.72 0.00 0.00 865,719.15 824,186.70 0.00 51,127.59 875,314.29 865,719.15 9,595.14 Date S 3- 2c'c 4 . Engineer Date July 28, 2006 Thomas D. Prew ' E ESTIMATE NO. 10 (FINAL) PERIOD ENDING: July 28, 2006 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA irPROJECT NO. 12623.002 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE HOLLY DRIVE IMPROVEMENTS 1 2011.602 REMOVE & RESET EXISTING PROPERTY IRONS EA 21.0 - $ 110.00 $ 2 2021.501 MOBILIZATION LS 1.0 1.00 $ 16,000.00 $ 16,000.00 3 2101.502 CLEARING TR 200.0 240.0 $ 160.00 $ 38,400.00 4 2101.507 GRUBBING TR 215.0 255.0 $ 105.00 $ 26,775.00 5 2104.501 REMOVE PIPE CULVERT (CMP,CPP) LF 258.0 290.0 $ 3.70 $ 1,073.00 6 2104.501 REMOVE PIPE CULVERT (RCP) LF 308.0 308.0 $ 4.75 $ 1,463.00 7 2104.501 REMOVE SEWER PIPE (STORM) LF 39.0 39.0 $ 4.75 $ 185.25 8 2104.501 REMOVE CONCRETE CURB & GUTTER LF 154.0 208.0 $ 4.25 $ 884.00 9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 772.0 242.0 $ 5.25 $ 1,270.50 10 2104.505 REMOVE BITUMINOUS SURFACING (STREET & DRIVEWAY) SY 11,527.0 11,838.0 $ 9.45 $ 111,869.10 11 2104.509 REMOVE CATCH BASIN EA 2.0 - $ 105.00 $ 12 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 42.0 22.0 $ 4.20 $ 92.40 13 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 292.0 301.0 $ 3.65 $ 1,098.65 14 2104.521 SALVAGE & REINSTALL WIRE FENCE LF 130.0 - $ 4.25 $ 15 2104.521 SALVAGE & REINSTALL WOOD FENCE LF 106.0 106.0 $ 12.50 $ 1,325.00 16 2104.523 SALVAGE & RELOCATE MAIL BOX WITH SUPPORT EA 5.0 5.0 $ 95.00 $ 475.00 17 2104.523 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 11.0 11.0 $ 78.00 $ 858.00 18 2105.501 COMMON EXCAVATION (P) CY 6,742.0 6,742.0 $ 7.85 $ 52,924.70 19 2105.501 POND EXCAVATION (P) CY 132.0 420.0 $ 10.25 $ 4,305.00 20 2105.507 SUBGRADE EXCAVATION CY 4,000.0 3,553.0 $ 6.30 $ 22,383.90 21 2105.522 SELECT GRANULAR BORROW (CV) CY 4,000.0 2,934.0 $ 12.00 $ 35,208.00 22 2105.525 TOPSOIL BORROW (LV) CY 1,036.0 1,036.0 $ 10.50 $ 10,878.00 23 2123.610 EXPLORATORY DIGGING HR 5.0 - $ 110.00 $ - 24 2211.501 AGGREGATE BASE, CLASS 5 FOR STREET, TRAIL, & DRIVEWAY •(100% CRUSHED) TN 9,485.0 9,485.00 $ 0.10 $ 948.50 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 1,710.11 $ 40.25 $ 68,831.93 26 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C) TN 549.0 535.0 $ 47.00 $ 25,145.00 27 2350.502 TYPE LV 3 NON - WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 1,644.19 $ 39.25 $ 64,534.30 28 2350.503 TYPE LV 4 WEARING COURSE MIXTURE FOR DRIVEWAYS (C) (2" THICK) SY 291.0 362.0 $ 11.50 $ 4,163.00 29 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 685.0 850.0 $ 1.50 $ 1,275.00 30 2451.609 1.5" CRUSHED ROCK (TRENCH STABILIZATION) TN 77.0 160.50 $ 26.50 $ 4,253.25 31 2501.515 15" RC PIPE APRON W/ TRASH GUARD EA 8.0 2.0 $ 1,175.00 $ 2,350.00 32 2501.515 18" RC PIPE APRON W/ TRASH GUARD EA 4.0 3.0 $ 1,230.00 $ 3,690.00 33 2501.515 21" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 1,560.00 $ 1,560.00 34 2501.515 27" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 2,000.00 $ 2,000.00 35 2502.602 10" PVC CLEANOUT INCL. CASTING ASSEMBLY EA 4.0 7.0 $ 470.00 $ 3,290.00 36 2502.602 12" PVC CLEANOUT INCL. CASTING ASSEMBLY EA 1.0 1.0 $ 630.00 $ 630.00 37 2503.511 10" PVC PIPE SEWER, SDR26 LF 928.0 873.0 $ 13.50 $ 11,785.50 38 2503.511 12" PVC PIPE SEWER, SDR26 LF 162.0 140.0 $ 16.75 $ 2,345.00 39 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 508.0 458.0 $ 18.80 $ 8,610.40 40 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 635.0 624.5 $ 21.00 $ 13,114.50 41 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 60.0 52.0 $ 23.50 $ 1,222.00 42 2503.541 27" RC PIPE SEWER, DESIGN 3006 CLASSIII LF 35.0 43.0 $ 32.80 $ 1,410.40 43 2504.602 ADJUST VALVE BOX EA 4.0 8.0 $ 110.00 $ 880.00 44 2504.602 CONNECT TO EXISTING WATERMAIN EA 1.0 3.0 $ 1,050.00 $ 3,150.00 45 2504.602 RELOCATE HYDRANT AND GATE VALVE EA 1.0 1.0 $ 1,260.00 $ 1,260.00 46 2504.602 HYDRANT EA 1.0 3.0 $ 2,100.00 $ 6,300.00 47 2504.602 6" GATE VALVE & BOX EA 1.0 3.0 $ 500.00 $ 1,500.00 48 2504.602 16" GATE VALVE & BOX EA 1.0 2.0 $ 3,650.00 $ 7,300.00 49 2504.603 6" WATERMAIN DUCTILE IRON, CL. 52 LF 2.0 24.0 $ 52.00 $ 1,248.00 50 2504.603 16" WATERMAIN DUCTILE IRON, CL.52 LF 332.0 372.0 $ 42.00 $ 15,624.00 51 2504.604 4" POLYSTYRENE INSULATION SY 25.0 - $ 15.50 $ 2504.608 DUCTILE IRON FITTINGS 5 S LB 643.0 1,173.0 $ 1.30 $ 1,524.90 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 OVER EXIST. 15 "RCP EA 1.0 - $ 2,000.00 $ 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 EA 10.0 6.0 $ 1,375.00 $ 8,250.00 55 2506.502 CONSTRUCT SLOTTED VANE DRAIN EA 8.0 8.0 $ 1,200.00 $ 9,600.00 56 2506.502 CONSTRUCT 48" DIAMETER CATCH BASIN MANHOLE, TYPE 406 EA 6.0 5.0 $ 1,525.00 $ 7,625.00 57 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE 409 EA 2.0 4.0 $ 1,400.00 $ 5,600.00 58 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE OUTFALL EA 1.0 1.0 $ 1,575.00 $ 1,575.00 ESTIMATE NO. 10 (FINAL) PERIOD ENDING: July 28, 2006 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA ft PROJECT NO. 12623.002 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE 59 2506.502 CONSTRUCT 72" DIAMETER MANHOLE, TYPE 409 EA 2.0 2.0 $ 3,200.00 $ 6,400.00 60 2506.502 CONSTRUCT 96" DIAMETER MANHOLE, TYPE ST EA 5.0 5.0 $ 5,000.00 $ 25,000.00 61 2506.522 ADJUST FRAME AND RING CASTING (CB OR MH) EA 6.0 10.0 $ 275.00 $ 2,750.00 62 2506.602 RECONSTRUCT EXISTING MANHOLE EA 1.0 1.0 $ 650.00 $ 650.00 63 2511.501 RANDOM RIPRAP CLASS III CY 54.0 80.0 $ 85.00 $ 6,800.00 64 2521.501 4" CONCRETE WALK SF 1,543.0 924.75 $ 3.10 $ 2,866.73 65 2531.501 CONCRETE CURB AND GUTTER DESIGN B418 LF 7,328.0 7,440.5 $ 7.85 $ 58,407.93 66 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 100.0 - $ 37.00 $ 67 2531.618 TRUNCATED DOME SF 256.0 256.0 $ 12.00 $ 3,072.00 68 2540.602 MAIL BOX SUPPORT EA 5.0 5.0 $ 95.00 $ 475.00 69 2563.601 TRAFFIC CONTROL LS 1.0 1.00 $ 2,500.00 $ 2,500.00 70 2564.531 SIGN PANELS TYPE C (F &I) SF 94.0 98.3 $ 23.00 $ 2,259.75 71 2564.531 SIGN PANELS TYPE D (F &I) SF 17.0 27.5 $ 30.00 $ 825.00 72 2564.536 INSTALL SALVAGED SIGN (INCL. POST & ASSEMBLY) EA 11.0 15.0 $ 100.00 $ 1,500.00 73 2564.603 PVMT MARK. 24" STOP LINE WHITE, POLY PREFORMED LF 142.0 142.0 $ 15.25 $ 2,165.50 74 2564.603 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW, PAINT LF 3,900.0 3,900.0 $ 0.35 $ 1,365.00 75 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED SF 288.0 306.0 $ 14.00 $ 4,284.00 76 2571.502 DECIDUOUS TREE (2" CAL, B &B) (HACKBERRY) TR 30.0 43.0 $ 285.00 $ 12,255.00 77 2571.502 DECIDUOUS TREE (2" CAL, B &B) (PIN OAK) TR 30.0 20.0 $ 285.00 $ 5,700.00 78 2571.502 DECIDUOUS TREE (2" CAL, B &B) (AUTUMN MAPLE) TR 30.0 27.0 $ 285.00 $ 7,695.00 79 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 4,360.0 3,635.0 $ 2.25 $ 8,178.75 80 2573.602 STORM SEWER INLET PROTECTION EA 28.0 14.0 $ 110.00 $ 1,540.00 81 2573.602 HAY BALE DITCH CHECK LF 90.0 - $ 5.25 $ 82 2575.505 SODDING TYPE SALT RESISTANT SY 11,490.0 11,490.0 $ 2.35 $ 27,001.50 83 2575.604 EROSION CONTROL BLANKET, CATEGORY 1 (WOOD FIBER •BLANKET) SY 3,809.0 6,680.0 $ 1.60 $ 10,688.00 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING) ACRE 0.25 $ 3,000.00 $ 750.00 SUBTOTAL $ 815,193.34 CHANGE ORDER NO. 1 1 CO1 ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT) CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ HYDRANT EA 2.0 - $ 2,100.00 $ 6" GATE VALVE AND BOX EA 2.0 - $ 500.00 $ 8" GATE VALVE AND BOX EA 3.0 2.0 $ 850.00 $ 1,700.00 6" WATERMAIN DUCTILE IRON CL 52 LF 50.0 - $ 52.00 $ 8" WATERMAIN DUCTILE IRON CL 52 LF 1,330.0 1,338.0 $ 27.00 $ 36,126.00 DUCTILE IRON FITTINGS LB 749.0 - $ 1.30 $ SUBTOTAL ITEM NO. 1 $ 37,826.00 2 CO1 MINERAL POINT CONNECTION SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 194.0 145.0 $ 3.65 $ 529.25 REMOVE BITUMINOUS PAVEMENT (STREET) SY 280.0 220.0 $ 9.45 $ 2,079.00 AGGREGATE BASE, CLASS 5 TN 48.5 $ 0.10 $ TYPE LV4 WEARING COURSE TN 25.1 - $ 40.25 $ TYPE LV4 NON - WEARING COURSE TN 33.5 - $ 39.25 $ BITUMINOUS MATERIAL FOR TACK COAT GAL 14.0 - $ 1.50 $ CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ 8" WATERMAIN DUCTILE IRON CL 52 LF 180.0 - $ 27.00 $ SUBTOTAL ITEM NO. 2 $ 2,608.25 SUBTOTAL CHANGE ORDER NO. 1 $ 40,434.25 • .ESTIMA?E NO. 10 (FINAL) HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA OA PROJECT NO. 12623.002 PERIOD ENDING: July 28, 2006 ITEM MN/DOT CONTRACT QUANTITY UNIT AMOUNT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE ORDER NO. 2 1 CO2 ADD WATERMAIN AND STORM SEWER ADJUSTMENTS: CONSTRUCT WEIR AT 12TH /HOLLY LS 1.0 1.0 $ 1,125.00 $ 1,125.00 ADJUST 96" DIA STRUCTURES AND OUTFALLS LS 1.0 1.0 $ 2,954.50 $ 2,954.50 ADDITIONAL DEPTH 96" DIA STRUCTURES LF 10.3 10.3 $ 324.00 $ 3,337.20 WATERMAIN TIE -IN S. TRAPPERS /MINERAL PT HR 6.0 6.0 $ 450.00 $ 2,700.00 4" DRAIN TILE/CONN TO CB AT CASSIOPEIA CT LS 1.0 1.0 $ 950.00 $ 950.00 SUBTOTAL CHANGE ORDER NO. 2 $ 11,066.70 CHANGE ORDER NO. 3 1 CO3 MOBILIZATION LS 1.0 1.0 $ 1,500.00 $ 1,500.00 2 CO3 SALVAGE AND RE- INSTALL SHRUS/TREES EA 6.0 6.0 $ 60.00 $ 360.00 3 CO3 8" HDPE DRAIN PIPE LF 135.0 135.0 $ 26.00 $ 3,510.00 4 CO3 8" HDPE RISER WITH OPEN GRATE CASTING EA 1.0 1.0 $ 850.00 $ 850.00 5 CO3 CONNECT TO EXISTING DRAIN PIPE EA 1.0 1.0 $ 600.00 $ 600.00 6 CO3 SOD AND RESORATION (INCLUDING TOPSOIL) SY 150.0 150.0 $ 10.00 $ 1,500.00 7 CO3 EROSION CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 SUBTOTAL CHANGE ORDER NO. 3 $ 8,620.00 TOTAL $ 875,314.29 • • • • CHANGE ORDER TKDA Engineers - Architects- Planners Compensating Saint Paul, MN July 28 20 06 Project No. 12623.002 Change Order No. 4 To W.B. Miller, Inc. for Holly Drive Improvements for City of Lino Lakes, Minnesota You are hereby directed to make the following change to your contract dated July 26 , 20 04 . The change and the work affected thereby is subject to all contract stipulations and covenants. This Change Order will (decrease) (increase) (ange) the contract sum by Twenty -Eight Thousand Four Hundred Fifty-Eight Dollars and 72/100 $28,458.72. 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 Orders No. 1, 2 and 3) Deductions approved to date (Nos. ) Contract amount to date Amount of this Change Order (Add) (Deduct) (Ne- Change) Revised Contract Amount • Approved City of Lino Lakes, Minnesota Owner • Approved W.B. Miller, Inc. Contractor $ 824,186.70 $ 79,586.31 $ 903,773.01 $ (28,458.72) $ 875,314.29 TKDA Thomas D. Prew, P.E. White - Owner Pink - Contractor Blue - TKDA COMPENSATING CHANGE ORDER NO. 4 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA TKDA PROJECT NO. 12623.002 PERIOD ENDING: July 28, 2006 OTEM MN/DOT CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT HOLLY DRIVE IMPROVEMENTS 1 2011.602 REMOVE & RESET EXISTING PROPERTY IRONS EA 21.0 - $ 110.00 $ - $ (2,310.00) $ 2,310.00 2 2021.501 MOBILIZATION LS 1.0 1.00 $ 16,000.00 $ 16,000.00 $ $ 16,000.00 3 2101.502 CLEARING TR 200.0 240.0 $ 180.00 $ 38,400.00 $ 6,400.00 $ 32,000.00 4 2101.507 GRUBBING TR 215.0 255.0 $ 105.00 $ 26,775.00 $ 4,200.00 $ 22,575.00 5 2104.501 REMOVE PIPE CULVERT (CMP,CPP) LF 258.0 290.0 $ 3.70 $ 1,073.00 $ 118.40 $ 954.60 6 2104.501 REMOVE PIPE CULVERT (RCP) LF 308.0 308.0 $ 4.75 $ 1,463.00 $ - $ 1,463.00 7 2104.501 REMOVE SEWER PIPE (STORM) LF 39.0 39.0 $ 4.75 $ 185.25 $ - $ 185.25 8 2104.501 REMOVE CONCRETE CURB & GUTTER LF 154.0 208.0 $ 4.25 $ 884.00 $ 229.50 $ 654.50 9 2104.503 REMOVE CONCRETE DRIVEWAY PAVEMENT SF 772.0 242.0 $ 5.25 $ 1,270.50 $ (2,782.50) $ 4,053.00 10 2104.505 REMOVE BITUMINOUS SURFACING (STREET & DRIVEWAY) SY 11,527.0 11,838.0 $ 9.45 $ 111,869.10 $ 2,938.95 $ 108,930.15 11 2104.509 REMOVE CATCH BASIN EA 2.0 - $ 105.00 $ $ (210.00) $ 210.00 12 2104.511 SAWCUT CONCRETE PAVEMENT (FULL DEPTH) LF 42.0 22.0 $ 4.20 $ 92.40 $ (84.00) $ 176.40 13 2104.513 SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 292.0 301.0 $ 3.65 $ 1,098.65 $ 32.85 $ 1,065.80 14 2104.521 SALVAGE & REINSTALL WIRE FENCE LF 130.0 - $ 4.25 $ - $ (552.50) $ 552.50 15 2104.521 SALVAGE & REINSTALL WOOD FENCE LF 106.0 106.0 $ 12.50 $ 1,325.00 $ - $ 1,325.00 16 2104.523 SALVAGE & RELOCATE MAIL BOX WITH SUPPORT EA 5.0 5.0 $ 95.00 $ 475.00 $ $ 475.00 17 2104.523 SALVAGE SIGN (INCL. POST & ASSEMBLY) EA 11.0 11.0 $ 78.00 $ 858.00 $ $ 858.00 18 2105.501 COMMON EXCAVATION (P) CY 6,742.0 6,742.0 $ 7.85 $ 52,924.70 $ $ 52,924.70 19 2105.501 POND EXCAVATION (P) CY 132.0 420.0 $ 10.25 $ 4,305.00 $ 2,952.00 $ 1,353.00 20 2105.507 SUBGRADE EXCAVATION CY 4,000.0 3,553.0 $ 6.30 $ 22,383.90 $ (2,816.10) $ 25,200.00 21 2105.522 SELECT GRANULAR BORROW (CV) CY 4,000.0 2,934.0 $ 12.00 $ 35,208.00 $ (12,792.00) $ 48,000.00 22 2105.525 TOPSOIL BORROW (LV) CY 1,036.0 1,036.0 $ 10.50 $ 10,878.00 $ $ 10,878.00 23 2123.610 EXPLORATORY DIGGING HR 5.0 - $ 110.00 $ - $ (550.00) $ 550.00 24 2211.501 AGGREGATE BASE, CLASS 5 FOR STREET, TRAIL, & DRIVEWAY (100% CRUSHED) TN 9,485.0 9,485.00 $ 0.10 $ 948.50 $ - $ 948.50 25 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 1,710.11 $ 40.25 $ 68,831.93 $ (2,209.32) $ 71,041.25 26 2350.501 TYPE LV 4 WEARING COURSE MIXTURE FOR TRAIL (C) TN 549.0 535.0 $ 47.00 $ 25,145.00 $ (658.00) $ 25,803.00 27 2350.502 TYPE LV 3 NON - WEARING COURSE MIXTURE FOR STREET (C) TN 1,765.0 1,644.19 $ 39.25 $ 64,534.30 $ (4,741.95) $ 69,276.25 28 2350.503 TYPE LV 4 WEARING COURSE MIXTURE FOR DRIVEWAYS (C) (2" THICK) SY 291.0 362.0 $ 11.50 $ 4,163.00 $ 816.50 $ 3,346.50 29 2357.502 BITUMINOUS MATERIAL FOR TACK COAT GAL 685.0 850.0 $ 1.50 $ 1,275.00 $ 247.50 $ 1,027.50 30 2451.609 1.5" CRUSHED ROCK (TRENCH STABILIZATION) TN 77.0 160.50 $ 26.50 $ 4,253.25 $ 2,212.75 $ 2,040.50 03 31 2501.515 15" RC PIPE APRON W/ TRASH GUARD EA 8.0 2.0 $ 1,175.00 $ 2,350.00 $ (7,050.00) $ 9,400.00 2 2501.515 18" RC PIPE APRON W/ TRASH GUARD EA 4.0 3.0 $ 1,230.00 $ 3,690.00 $ (1,230.00) $ 4,920.00 33 2501.515 21" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 1,560.00 $ 1,560.00 $ - $ 1,560.00 34 2501.515 27" RC PIPE APRON W/ TRASH GUARD EA 1.0 1.0 $ 2,000.00 $ 2,000.00 $ - $ 2,000.00 35 2502.602 10' PVC CLEANOUT INCL. CASTING ASSEMBLY EA 4.0 7.0 $ 470.00 $ 3,290.00 $ 1,410.00 $ 1,880.00 36 2502.602 12" PVC CLEANOUT INCL. CASTING ASSEMBLY EA 1.0 1.0 $ 630.00 $ 630.00 $ - $ 630.00 37 2503.511 10" PVC PIPE SEWER, SDR26 LF 928.0 873.0 $ 13.50 $ 11,785.50 $ (742.50) $ 12,528.00 38 2503.511 12" PVC PIPE SEWER, SDR26 LF 162.0 140.0 $ 16.75 $ 2,345.00 $ (368.50) $ 2,713.50 39 2503.541 15" RC PIPE SEWER, DESIGN 3006 CLASS V LF 508.0 458.0 $ 18.80 $ 8,610.40 $ (940.00) $ 9,550.40 40 2503.541 18" RC PIPE SEWER, DESIGN 3006 CLASS V LF 635.0 624.5 $ 21.00 $ 13,114.50 $ (220.50) $ 13,335.00 41 2503.541 21" RC PIPE SEWER, DESIGN 3006 CLASS III LF 60.0 52.0 $ 23.50 $ 1,222.00 $ (188.00) $ 1,410.00 42 2503.541 27" RC PIPE SEWER, DESIGN 3006 CLASSIII LF 35.0 43.0 $ 32.80 $ 1,410.40 $ 262.40 $ 1,148.00 43 2504.602 ADJUST VALVE BOX EA 4.0 8.0 $ 110.00 $ 880.00 $ 440.00 $ 440.00 44 2504.602 CONNECT TO EXISTING WATERMAIN EA 1.0 3.0 $ 1,050.00 $ 3,150.00 $ 2,100.00 $ 1,050.00 45 2504.602 RELOCATE HYDRANT AND GATE VALVE EA 1.0 1.0 $ 1,260.00 $ 1,260.00 $ - $ 1,260.00 46 2504.602 HYDRANT EA 1.0 3.0 $ 2,100.00 $ 6,300.00 $ 4,200.00 $ 2,100.00 47 2504.602 6" GATE VALVE & BOX EA 1.0 3.0 $ 500.00 $ 1,500.00 $ 1,000.00 $ 500.00 48 2504.602 16" GATE VALVE & BOX EA 1.0 2.0 $ 3,650.00 $ 7,300.00 $ 3,650.00 $ 3,650.00 49 2504.603 6" WATERMAIN DUCTILE IRON, CL. 52 LF 2.0 24.0 $ 52.00 $ 1,248.00 $ 1,144.00 $ 104.00 50 2504.603 16" WATERMAIN DUCTILE IRON, CL.52 LF 332.0 372.0 $ 42.00 $ 15,624.00 $ 1,680.00 $ 13,944.00 51 2504.604 4' POLYSTYRENE INSULATION SY 25.0 - $ 15.50 $ $ (387.50) $ 387.50 52 2504.608 DUCTILE IRON FITTINGS LB 643.0 1,173.0 $ 1.30 $ 1,524.90 $ 689.00 $ 835.90 53 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 OVER EXIST. 15 "RCP EA 1.0 - $ 2,000.00 $ $ (2,000.00) $ 2,000.00 54 2506.502 CONSTRUCT CATCH BASIN, TYPE 402 EA 10.0 6.0 $ 1,375.00 $ 8,250.00 $ (5,500.00) $ 13,750.00 55 2506.502 CONSTRUCT SLOTTED VANE DRAIN EA 8.0 8.0 $ 1,200.00 $ 9,600.00 $ $ 9,600.00 56 2506.502 406 EA 6.0 5.0 $ 1,525.00 $ 7,625.00 $ (1,525.00) $ 9,150.00 57 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE 409 EA 2.0 4.0 $ 1,400.00 $ 5,600.00 $ 2,800.00 $ 2,800.00 58 2506.502 CONSTRUCT 48" DIAMETER MANHOLE, TYPE OUTFALL EA 1.0 1.0 $ 1,575.00 $ 1,575.00 $ - $ 1,575.00 59 2506.502 CONSTRUCT 72" DIAMETER MANHOLE, TYPE 409 EA 2.0 2.0 $ 3,200.00 $ 6,400.00 $ - $ 6,400.00 60 2506.502 CONSTRUCT 96" DIAMETER MANHOLE, TYPE ST EA 5.0 5.0 $ 5,000.00 $ 25,000.00 $ - $ 25,000.00 61 2506.522 ADJUST FRAME AND RING CASTING (CB OR MH) EA 6.0 10.0 $ 275.00 $ 2,750.00 $ 1,100.00 $ 1,650.00 62 2506.602 RECONSTRUCT EXISTING MANHOLE EA 1.0 1.0 $ 650.00 $ 650.00 $ $ 650.00 63 2511.501 RANDOM RIPRAP CLASS III CY 54.0 80.0 $ 85.00 $ 6,800.00 $ 2,210.00 $ 4,590.00 64 2521.501 4" CONCRETE WALK SF 1,543.0 924.75 $ 3.10 $ 2,866.73 $ (1,916.57) $ 4,783.30 65 2531.501 CONCRETE CURB AND GUTTER DESIGN 8418 LF 7,328.0 7,440.5 $ 7.85 $ 58,407.93 $ 883.13 $ 57,524.80 66 2531.507 6" CONCRETE DRIVEWAY PAVEMENT SY 100.0 $ 37.00 $ - $ (3,700.00) $ 3,700.00 67 2531.618 TRUNCATED DOME SF 256.0 256.0 $ 12.00 $ 3,072.00 $ - $ 3,072.00 68 2540.602 MAIL BOX SUPPORT EA 5.0 5.0 $ 95.00 $ 475.00 $ - $ 475.00 9 2563.601 TRAFFIC CONTROL LS 1.0 1.00 $ 2,500.00 $ 2,500.00 $ $ 2,500.00 70 2564.531 SIGN PANELS TYPE C (F &I) SF 94.0 98.3 $ 23.00 $ 2,259.75 $ 97.75 $ 2,162.00 71 2564.531 SIGN PANELS TYPE D (F &I) SF 17.0 27.5 $ 30.00 $ 825.00 $ 315.00 $ 510.00 72 2564.536 INSTALL SALVAGED SIGN (INCL. POST & ASSEMBLY) EA 11.0 15.0 $ 100.00 $ 1,500.00 $ 400.00 $ 1,100.00 73 2564.603 PVMT MARK. 24" STOP LINE WHITE, POLY PREFORMED LF 142.0 142.0 $ 15.25 $ 2,165.50 $ - $ 2,165.50 74 2564.603 PVMT MARK. 4" DOUBLE SOLID LINE YELLOW, PAINT LF 3,900.0 3,900.0 $ 0.35 $ 1,365.00 $ - $ 1,365.00 75 2564.618 ZEBRA CROSSWALK WHITE, POLY PREFORMED SF 288.0 306.0 $ 14.00 $ 4,284.00 $ 252.00 $ 4,032.00 COMPENSATING CHANGE ORDER NO. 4 PERIOD ENDING: July 28, 2006 HOLLY DRIVE IMPROVEMENTS CITY OF LINO LAKES, MINNESOTA •TKDA PROJECT NO. 12623.002 ITEM MN /DOT CONTRACT QUANTITY UNIT AMOUNT NET CONTRACT NO. NO. DESCRIPTION UNIT QUANTITY TO DATE PRICE TO DATE CHANGE AMOUNT 76 2571.502 DECIDUOUS TREE (2" CAL, B&B) (HACKBERRY) TR 30.0 43.0 $ 285.00 $ 12,255.00 $ 3,705.00 $ 8,550.00 77 2571.502 DECIDUOUS TREE (2" CAL, B&B) (PIN OAK) TR 30.0 20.0 $ 285.00 $ 5,700.00 $ (2,850.00) $ 8,550.00 78 2571.502 DECIDUOUS TREE (2" CAL, B &B) (AUTUMN MAPLE) TR 30.0 27.0 $ 285.00 $ 7,695.00 $ (855.00) $ 8,550.00 79 2573.502 SILT FENCE, TYPE PREASSEMBLED LF 4,360.0 3,635.0 $ 2.25 $ 8,178.75 $ (1,631.25) $ 9,810.00 80 2573.602 STORM SEWER INLET PROTECTION EA 28.0 14.0 $ 110.00 $ 1,540.00 $ (1,540.00) $ 3,080.00 81 2573.602 HAY BALE DITCH CHECK LF 90.0 - $ 5.25 $ $ (472.50) $ 472.50 82 2575.505 SODDING TYPE SALT RESISTANT SY 11,490.0 11,490.0 $ 2.35 $ 27,001.50 $ - $ 27,001.50 83 2575.604 EROSION CONTROL BLANKET, CATEGORY 1 (WOOD FIBER BLANKET) SY 3,809.0 6,680.0 $ 1.60 $ 10,688.00 $ 4,593.60 $ 6,094.40 84 2575.605 SEEDING (INCL. SEED MIX 50B OR 60B, FERTILIZER, MULCH & DISC ANCHORING) ACRE 0.25 $ 3,000.00 $ 750.00 $ 750.00 $ SUBTOTAL $ 815,193.34 $ (8,993.36) $ 824,186.70 • CHANGE ORDER NO. 1 1 C01 ADD WATERMAIN (CASSIOPEIA COURT TO HOLLY COURT) CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ $ (1,050.00) $ 1,050.00 HYDRANT EA 2.0 - $ 2,100.00 $ $ (4,200.00) $ 4,200.00 6" GATE VALVE AND BOX EA 2.0 - $ 500.00 $ $ (1,000.00) $ 1,000.00 8" GATE VALVE AND BOX EA 3.0 2.0 $ 850.00 $ 1,700.00 $ (850.00) $ 2,550.00 6" WATERMAIN DUCTILE IRON CL 52 LF 50.0 - $ 52.00 $ $ (2,600.00) $ 2,600.00 8" WATERMAIN DUCTILE IRON CL 52 LF 1,330.0 1,338.0 $ 27.00 $ 36,126.00 $ 216.00 $ 35,910.00 DUCTILE IRON FITTINGS LB 749.0 - $ 1.30 $ $ (973.70) $ 973.70 SUBTOTAL ITEM NO. 1 $ 37,826.00 $ (10,457.70) $ 48,283.70 2 C01 MINERAL POINT CONNECTION SAWCUT BITUMINOUS PAVEMENT (FULL DEPTH) LF 194.0 145.0 $ 3.65 $ 529.25 $ (178.85) $ 708.10 REMOVE BITUMINOUS PAVEMENT (STREET) SY 280.0 220.0 $ 9.45 $ 2,079.00 $ (567.00) $ 2,646.00 AGGREGATE BASE, CLASS 5 TN 48.5 - $ 0.10 $ - $ (4.85) $ 4.85 TYPE LV4 WEARING COURSE TN 25.1 - $ 40.25 $ - $ (1,011.08) $ 1,011.08 TYPE LV4 NON - WEARING COURSE TN 33.5 - $ 39.25 $ - $ (1,314.88) $ 1,314.88 BITUMINOUS MATERIAL FOR TACK COAT GAL 14.0 - $ 1.50 $ - $ (21.00) $ 21.00 CONNECT TO EXISTING WATERMAIN EA 1.0 - $ 1,050.00 $ - $ (1,050.00) $ 1,050.00 8" WATERMAIN DUCTILE IRON CL 52 LF 180.0 - $ 27.00 $ $ (4,860.00) $ 4,860.00 SUBTOTAL ITEM NO. 2 $ 2,608.25 $ (9,007.66) $ 11,615.91 SUBTOTAL CHANGE ORDER NO. 1 $ 40,434.25 $ (19,465.36) $ 59,899.61 CHANGE ORDER NO. 2 1 CO2 ADD WATERMAIN AND STORM SEWER ADJUSTMENTS: CONSTRUCT WEIR AT 12TH/HOLLY LS 1.0 1.0 $ 1,125.00 $ 1,125.00 $ $ 1,125.00 ADJUST 96" DIA STRUCTURES AND OUTFALLS LS 1.0 1.0 $ 2,954.50 $ 2,954.50 $ - $ 2,954.50 ADDITIONAL DEPTH 96" DIA STRUCTURES LF 10.3 10.3 $ 324.00 $ 3,337.20 $ - $ 3,337.20 WATERMAIN TIE -IN S. TRAPPERS/MINERAL PT HR 6.0 6.0 $ 450.00 $ 2,700.00 $ - $ 2,700.00 4" DRAIN TILE/CONN TO CB AT CASSIOPEIA CT LS 1.0 1.0 $ 950.00 $ 950.00 $ - $ 950.00 SUBTOTAL CHANGE ORDER NO. 2 $ 11,066.70 $ $ 11,066.70 CHANGE ORDER NO. 3 1 CO3 MOBILIZATION LS 1.0 1.0 $ 1,500.00 $ 1,500.00 $ - $ 1,500.00 2 CO3 SALVAGE AND RE- INSTALL SHRUS/TREES EA 6.0 6.0 $ 60.00 $ 360.00 $ - $ 360.00 3 CO3 8" HDPE DRAIN PIPE LF 135.0 135.0 $ 26.00 $ 3,510.00 $ - $ 3,510.00 4 CO3 8" HDPE RISER WITH OPEN GRATE CASTING EA 1.0 1.0 $ 850.00 $ 850.00 $ - $ 850.00 5 CO3 CONNECT TO EXISTING DRAIN PIPE EA 1.0 1.0 $ 600.00 $ 600.00 $ - $ 600.00 6 CO3 SOD AND RESORATION (INCLUDING TOPSOIL) SY 150.0 150.0 $ 10.00 $ 1,500.00 $ - $ 1,500.00 7 CO3 EROSION CONTROL LS 1.0 1.0 $ 300.00 $ 300.00 $ - $ 300.00 SUBTOTAL CHANGE ORDER NO. 3 $ 8,620.00 $ - $ 8,620.00 COMPENSATING CHANGE ORDER NO. 4 $ 875,314.29 $ (28,458.72) $ 903,773.01