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HomeMy WebLinkAbout#13 - CSAH 19 - Hudson Blvd Pay Req 7 STAFF REPORT DATE: August 18, 2020 CONSENT AGENDA ITEM: CSAH 19 & Hudson Boulevard Intersection Improvements – Accept Improvements and Approve Pay Request No. 7 (Final) SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Marty Powers, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council accept the CSAH 19 and Hudson Boulevard Intersection Improvements and approve Pay Request No. 7 (Final)? BACKGROUND: Max Steininger, Inc. was awarded a construction contract on June 4, 2019 to complete the CSAH 19 and Hudson Boulevard Intersection Improvements. The work has been completed by the contractor including all punch list items. PROPOSAL DETAILS/ANALYSIS: Max Steininger, Inc. has submitted Partial Pay Request No. 7 (Final) in the amount of $102,836.69 which includes the full release of retainage. The contractor’s work has been reviewed by the Project Engineer and is fully completed in accordance with the Contract, Plans and Specifications, and Change Orders. The Project Engineer has prepared a Certificate of Completion indicating that all work is completed including all punch list items and is recommending acceptance of the improvements and release of final retainage. Project acceptance will initiate the one-year warranty period for the improvements. The one-year warranty will begin on August 18, 2020 and will extend through August 18, 2021. FISCAL IMPACT: The final total construction cost for the project is $1,838,982.30, which is 2.7% over the original contract award amount of $1,790,088.96. The project remains within the total project budget approved by Council. A breakdown comparing the total project costs at time of award to final costs are outlined in the table below. Authorized Project Final Project Costs TOTAL PROJECT COSTS: $2,760,100 $2,595,380.19 Breakdown: Washington County $477,468 $465,369.80 City of Lake Elmo $2,251,300 $2,129,983.39 State Aid Fund $2,019,232 $1,992,212.71 Property Owner Paid $0 $18,500.00 City Fund $263,400 $119,270.68 Staff will submit an invoice to Washington County in accordance with the Cooperative agreement and has submitted the final reimbursement request from State Aid. The costs presented include an Engineering budget of $4,000 for work to closeout the project through August 2020. Final costs will be updated based on actual invoice amounts. RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent Agenda, accepting the CSAH 19 and Hudson Boulevard Intersection Improvements and approving Pay Request No. 7 (Final) in the amount of $102,836.69. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to accept the improvements and approve Pay Request No. 7 (Final) to Max Steinginer, Inc. in the amount of $102,836.69 for the CSAH 19 and Hudson Boulevard Intersection Improvements project”. ATTACHMENTS: 1. Partial Pay Estimate No. 7 (Final). 2. Certificate of Completion. PROJECT PAY FORM PARTIAL PAY ESTIMATE NO. PERIOD OF ESTIMATE TO PROJECT OWNER:CONTRACTOR: 1. Original Contract Amount 2. Net Change Order Sum 3. Revised Contract (1+2) 4. *Work Completed 5. *Stored Materials 6. Subtotal (4+5) 7. Retainage* 8. Previous Payments 9. Amount Due (6-7-8) *Detailed Breakdown Attached START DATE:ON SCHEDULE SUBSTANTIAL COMPLETION: FINAL COMPLETION:X ENGINEER'S CERTIFICATION: FOCUS Engineering, inc. DATE CONTRACTOR'S CERTIFICATION:CONTRACTOR DATE APPROVED BY OWNER:CITY OF LAKE ELMO, MINNESOTA DATE DATE No.Approval Date Amount $1,790,088.96 Additions Deductions $48,893.34 2 9/17/2019 $1,373.28 $1,838,982.30 1 7/16/2019 $5,932.78 $1,838,982.30 4 8/4/2020 $4,661.33 $1,838,982.30 3 12/17/2019 $4,680.49 $0.00 $1,736,145.61 5 8/4/2020 $32,245.46 $0.000.0% CONTRACT TIME TOTALS $48,893.34 $0.00 $102,836.69 NET CHANGE $48,893.34 CONTRACT CHANGE ORDER SUMMARY PAY ESTIMATE SUMMARY 7 (FINAL) 6/24/202011/26/2019FROM CSAH 19 AT HUDSON BLVD INTERSECTION IMPR. PROJECT NO. 2017.154 CITY OF LAKE ELMO 3800 LAVERNE AVENUE NORTH LAKE ELMO, MN 55042 ATTN: CHAD ISAKSON, P.E., PROJECT ENGINEER MAX STEININGER, INC 3080 LEXINGTON AVE SO EAGAN, MN 55121 ATTN: TAYLOR LAWRENCE, PROJECT MANAGER 6/24/2019 11/15/2019 REVISED DAYS REMAINING 144 0 -222 10/18/2019 ORIGINAL DAYS BY BY YES NO The undersigned Contractor certifies that to the best of their knowledge, information and belief the work covered by this payment estimate has been completed in accordance with the contract documents, that all amounts have been paid by the contractor for work for which previous payment estimates was issued and payments received from the owner, and that current payment shown herein is now due. The undersigned certifies that the work has been reviewed and to the best of their knowledge and belief, the quantities shown in this estimate are correct and the work has been performed in accordance with the contract documents. ENGINEER BY 7/27/2020 FOCUS Engineering, inc.PROJECT PAYMENT FORM 08/11/2020 PARTIAL PAY ESTIMATE NO. 7 (FINAL)CSAH 19 AT HUDSON BLVD INTERSECTION IMPR.CITY OF LAKE ELMO, MINNESOTAPROJECT NO. 2017.154CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028TOTAL TO DATE1 2021.501 LUMP SUM0.82 0.18 1 $165,000.00$165,000.00 0.00 0.00 $0.00 0.82 0.18 1.00 $165,000.002 2051.501 LUMP SUM1 1 $1.00$1.00 0.00 0.00 $0.00 1.00 0.00 1.00 $1.003 2101.524 TREE13 13 $521.09$6,774.17 0.00 0.00 $0.00 24.00 0.00 24.00 $12,506.164 2101.524 TREE13 13 $390.82$5,080.66 0.00 0.00 $0.00 24.00 0.00 24.00 $9,379.685 2104.502 EACH5 5 $427.21$2,136.05 0.00 0.00 $0.00 5.00 0.00 5.00 $2,136.056 2104.502 EACH4 4 $26.70$106.80 0.00 0.00 $0.00 4.00 0.00 4.00 $106.807 2104.502 EACH6 6 $48.06$288.36 0.00 0.00 $0.00 8.00 0.00 8.00 $384.488 2104.502 EACH2 2 $651.48$1,302.96 0.00 0.00 $0.00 2.00 0.00 2.00 $1,302.969 2104.502 EACH6 8 14 $48.06$672.84 0.00 0.00 $0.00 6.00 8.00 14.00 $672.8410 2104.503 LIN FT66 66 $5.07$334.62 0.00 0.00 $0.00 79.00 0.00 79.00 $400.5311 2104.503 LIN FT1238 120 1358 $2.03$2,756.74 0.00 0.00 $0.00 481.00 76.00 557.00 $1,130.7112 2104.503 LIN FT30 30 $17.52$525.60 0.00 0.00 $0.00 50.00 0.00 50.00 $876.0013 2104.503 LIN FT65 65 $21.25$1,381.25 0.00 0.00 $0.00 65.00 0.00 65.00 $1,381.2514 2104.504 SQ YD123 123 $8.87$1,091.01 0.00 0.00 $0.00 123.00 0.00 123.00 $1,091.0115 2104.504 SQ YD7220 902 8122 $3.88$31,513.36 0.00 0.00 $0.00 7,220.00 902.00 8,122.00 $31,513.3616 2104.518 SQ FT131 131 $4.17$546.27 0.00 0.00 $0.00 131.00 0.00 131.00 $546.2717 2105.507 CU YD1022 1022 $9.65$9,862.30 0.00 0.00 $0.00 0.00 0.00 0.00 $0.0018 2105.607 CU YD1022 1022 $19.36$19,785.92 0.00 0.00 $0.00 0.00 0.00 0.00 $0.0019 2106.507 CU YD9939 9939 $9.59$95,315.01 0.00 0.00 $0.00 9,939.00 0.00 9,939.00 $95,315.0120 2106.507 CU YD5203 5203 $9.59$49,896.77 0.00 0.00 $0.00 5,228.00 0.00 5,228.00 $50,136.5221 2106.507 CU YD7639 60 7699 $13.84$106,554.16 0.00 0.00 $0.00 7,664.00 60.00 7,724.00 $106,900.1622 2106.507 CU YD9818 9818 $0.01$98.18 0.00 0.00 $0.00 9,818.00 0.00 9,818.00 $98.1823 2111.519 ROAD STA20 20 $115.84$2,316.80 0.00 0.00 $0.00 20.00 0.00 20.00 $2,316.8024 2118.507 CU YD19 19 $94.51$1,795.69 0.00 0.00 $0.00 39.00 0.00 39.00 $3,685.8925 2123.610 HOUR50 50 $135.24$6,762.00 0.00 0.00 $0.00 16.00 0.00 16.00 $2,163.8426 2131.604 SQ YD10000 10000 $0.53$5,300.00 0.00 0.00 $0.00 0.00 0.00 0.00 $0.0027 2211.507 CU YD2537 113 2650 $36.63$97,069.50 0.00 0.00 $0.00 2,549.00 113.00 2,662.00 $97,509.0628 2232.504 SQ YD861 1054 1915 $6.50$12,447.50 0.00 0.00 $0.00 877.70 1,054.00 1,931.70 $12,556.0529 2232.504 SQ YD690 690 $6.51$4,491.90 0.00 0.00 $0.00 690.00 0.00 690.00 $4,491.9030 2301.503 LIN FT79 79 $67.28$5,315.12 0.00 0.00 $0.00 95.00 0.00 95.00 $6,391.6031 2331.603 LIN FT2891 176 3067 $0.64$1,962.88 0.00 0.00 $0.00 2,867.00 70.00 2,937.00 $1,879.6832 2360.509 TON1463 119 1582 $83.33$131,828.06 0.00 0.00 $0.00 1,672.26 124.00 1,796.26 $149,682.3533 2360.509 TON1180 1180 $74.02$87,343.60 0.00 0.00 $0.00 1,282.44 0.00 1,282.44 $94,926.2134 2411.507 CU YD150 150 300 $18.96$5,688.00 0.00 0.00 $0.00 150.00 18.00 168.00 $3,185.2835 2451.507 CU YD275 275 $47.00$12,925.00 0.00 0.00 $0.00 275.00 0.00 275.00 $12,925.0036 2501.502 EACH2 2 $971.89$1,943.78 0.00 0.00 $0.00 2.00 0.00 2.00 $1,943.7837 2501.502 EACH2 2 $1,068.01$2,136.02 0.00 0.00 $0.00 2.00 0.00 2.00 $2,136.0238 2501.502 EACH2 2 $2,136.01$4,272.02 0.00 0.00 $0.00 2.00 0.00 2.00 $4,272.0239 2501.502 EACH2 2 $875.76$1,751.52 0.00 0.00 $0.00 2.00 0.00 2.00 $1,751.5240 2501.503 LIN FT6666 $129.23$8,529.18 0.00 0.00 $0.00 72.00 0.00 72.00 $9,304.56QUANTITYTOTAL ESTIMATED28'' SPAN RC PIPE-ARCH CULV CL IIASAWING BIT PAVEMENT (FULL DEPTH)INSTALL CONCRETE APRONSALVAGE CHAIN LINK FENCEREMOVE BITUMINOUS PAVEMENTREMOVE CONCRETE DRIVEWAY PAVEMENTFINE FILTER AGGREGATE (CV)GRANULAR BACKFILL (CV)MILL BITUMINOUS SURFACE (2.0'') (P)MILL BITUMINOUS SURFACE (4.0'') (P)INTEGRANT CURB DESIGN B624'' RC PIPE APRONTEST ROLLINGTYPE SP 9.5 WEARING COURSE MIX (3:C)REMOVE DELINEATORREMOVE SIGN TYPE CSALVAGE CONCRETE APRONSALVAGE SIGN TYPE CSAWING CONCRETE PAVEMENT (FULL DEPTH)CONTRACT THIS PERIOD TOTAL TO DATEUNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNITAMOUNT AMOUNTQUANTITY QUANTITYDUST PALLIATIVEAGGREGATE BASE (CV) CLASS 6 (P)MOBILIZATIONMAINT & RESTORATION OF HAUL ROADSCLEARINGREMOVE CURB & GUTTERGRUBBINGREMOVE CONCRETE APRONJOINT ADHESIVETYPE SP 12.5 NON WEAR COURSE MIX (3:C)REMOVE CONCRETE WALKGRANULAR BORROW (LV)EXCAVATION SPECIALEXCAVATION - COMMON (P)EXCAVATION - SUBGRADE (P)SELECT GRANULAR EMBANKMENT (CV) (P)COMMON EMBANKMENT (CV) (P)12'' RC PIPE APRON18'' RC PIPE APRONAGGREGATE SURFACING (CV) CLASS 1 MODSTREET SWEEPER (WITH PICKUP BROOM) CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028TOTAL TO DATEQUANTITYTOTAL ESTIMATEDCONTRACT THIS PERIOD TOTAL TO DATEUNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNITAMOUNT AMOUNTQUANTITY QUANTITY41 2501.503 LIN FT60 60 $64.08$3,844.80 0.00 0.00 $0.00 56.00 0.00 56.00 $3,588.4842 2501.503 LIN FT220 220 $91.85$20,207.00 0.00 0.00 $0.00 226.00 0.00 226.00 $20,758.1043 2501.602 EACH3 3 $2,029.21$6,087.63 0.00 0.00 $0.00 3.00 0.00 3.00 $6,087.6344 2501.602 EACH2 2 $993.25$1,986.50 0.00 0.00 $0.00 2.00 0.00 2.00 $1,986.5045 2501.602 EACH2 2 $1,174.81$2,349.62 0.00 0.00 $0.00 2.00 0.00 2.00 $2,349.6246 2501.602 EACH2 2 $1,922.41$3,844.82 0.00 0.00 $0.00 2.00 0.00 2.00 $3,844.8247 2501.602 EACH3 3 $1,602.01$4,806.03 0.00 0.00 $0.00 3.00 0.00 3.00 $4,806.0348 2502.503 LIN FT174 174 $20.61$3,586.14 0.00 0.00 $0.00 180.00 0.00 180.00 $3,709.8049 2502.602 EACH3 3 $319.53$958.59 0.00 0.00 $0.00 2.00 0.00 2.00 $639.0650 2503.503 LIN FT24 24 $65.15$1,563.60 0.00 0.00 $0.00 24.00 0.00 24.00 $1,563.6051 2503.503 LIN FT280 280 $53.40$14,952.00 0.00 0.00 $0.00 280.00 0.00 280.00 $14,952.0052 2503.503 LIN FT473 473 $57.67$27,277.91 0.00 0.00 $0.00 473.00 0.00 473.00 $27,277.9153 2503.503 LIN FT243 243 $91.85$22,319.55 0.00 0.00 $0.00 243.00 0.00 243.00 $22,319.5554 2503.602 EACH7 7 $875.76$6,130.32 0.00 0.00 $0.00 7.00 0.00 7.00 $6,130.3255 2504.602 EACH1 1 $1,708.81$1,708.81 0.00 0.00 $0.00 1.00 0.00 1.00 $1,708.8156 2504.602 EACH6 6 $555.36$3,332.16 0.00 0.00 $0.00 6.00 0.00 6.00 $3,332.1657 2504.604 SQ YD27 27 $43.79$1,182.33 0.00 0.00 $0.00 27.00 0.00 27.00 $1,182.3358 2504.605 EACH6 6 $2,990.42$17,942.52 0.00 0.00 $0.00 6.00 0.00 6.00 $17,942.5259 2506.502 EACH11 11 $747.60$8,223.60 0.00 0.00 $0.00 15.00 0.00 15.00 $11,214.0060 2506.503 LIN FT59.7 59.7 $437.88$26,141.44 0.00 0.00 $0.00 59.70 0.00 59.70 $26,141.4461 2506.601 LUMP SUM1 1 $2,136.01$2,136.01 0.00 0.00 $0.00 1.00 0.00 1.00 $2,136.0162 2506.602 EACH1 1 $10,359.64$10,359.64 0.00 0.00 $0.00 1.00 0.00 1.00 $10,359.6463 2506.603 LIN FT13.5 13.5 $427.21$5,767.34 0.00 0.00 $0.00 13.50 0.00 13.50 $5,767.3464 2511.504 SQ YD113 113 $4.27$482.51 48.00 0.00 $204.96 64.00 0.00 64.00 $273.2865 2511.507 CU YD32 32 $122.82$3,930.24 12.90 0.00 $1,584.38 22.10 0.00 22.10 $2,714.3266 2521.618 SQ FT430 430 860 $20.29$17,449.40 0.00 0.00 $0.00 477.00 477.00 954.00 $19,356.6667 2531.503 LIN FT208 208 $59.81$12,440.48 0.00 0.00 $0.00 209.00 0.00 209.00 $12,500.2968 2531.503 LIN FT2484 2484 $38.45$95,509.80 0.00 0.00 $0.00 2,389.00 0.00 2,389.00 $91,857.0569 2531.504 SQ YD56 56 $90.78$5,083.68 0.00 0.00 $0.00 63.60 0.00 63.60 $5,773.6170 2531.504 SQ YD130 130 $184.76$24,018.80 0.00 0.00 $0.00 198.25 0.00 198.25 $36,628.6771 2531.602 EACH2 2 $2,731.95$5,463.90 0.00 0.00 $0.00 2.00 0.00 2.00 $5,463.9072 2531.618 SQ FT68.5 68.5 137 $72.62$9,948.94 0.00 0.00 $0.00 71.00 71.00 142.00 $10,312.0473 2533.503 LIN FT530 530 $29.64$15,709.20 0.00 0.00 $0.00 584.20 0.00 584.20 $17,315.6974 2533.503 LIN FT632 632 $15.49$9,789.68 0.00 0.00 $0.00 745.20 0.00 745.20 $11,543.1575 2554.502 EACH11 11 $85.44$939.84 0.00 0.00 $0.00 11.00 0.00 11.00 $939.8476 2554.615 ASSEMBLY2 2 $2,670.01$5,340.02 0.00 0.00 $0.00 2.00 0.00 2.00 $5,340.0277 2554.615 ASSEMBLY2 2 $534.00$1,068.00 0.00 0.00 $0.00 4.00 0.00 4.00 $2,136.0078 2557.603 LIN FT65 65 $37.25$2,421.25 0.00 0.00 $0.00 65.00 0.00 65.00 $2,421.2579 2563.601 LUMP SUM0.82 0.18 1 $17,622.08$17,622.08 0.00 0.00 $0.00 0.82 0.18 1.00 $17,622.0880 2563.601 LUMP SUM0.82 0.18 1 $3,738.02$3,738.02 0.00 0.00 $0.00 0.00 0.00 0.00 $0.0081 2564.502 EACH6 8 14 $293.70$4,111.80 0.00 0.00 $0.00 7.00 8.00 15.00 $4,405.5082 2564.518 SQ FT116 3 119 $72.62$8,641.78 0.00 0.00 $0.00 116.00 3.00 119.00 $8,641.7883 2565.501 LUMP SUM0.5 0.5 1 $3,000.00$3,000.00 0.00 0.00 $0.00 0.50 0.50 1.00 $3,000.00CONNECT TO EXISTING STORM SEWERINSTALL CHAIN LINK FENCETRAFFIC CONTROLALTERNATE PEDESTRIAN ROUTESIGN PANELS TYPE CEMERGENCY VEHICLE PREEMPTION SYSTEMINSTALL SIGN TYPE CIMPACT ATTENUATORCONCRETE MEDIANRELOCATE IMPACT ATTENUATOR15'' RC PIPE SEWER DES 3006 CL V18'' RC PIPE SEWER DES 3006 CL VPORTABLE PREC CONC BAR DES 8337-ANCHOREDRELOCATE PORT PRE CONC BAR DES 8337-ANCHGUIDE POST TYPE BCONCRETE WALKCONCRETE CURB & GUTTER DESIGN B612CONCRETE CURB & GUTTER DESIGN B624CONST DRAINAGE STRUCTURE DESIGN SPEC 2CONSTRUCT DRAINAGE STRUCTURE DES SPEC 1GEOTEXTILE FILTER TYPE 4RANDOM RIPRAP CLASS IIICASTING ASSEMBLYCONST DRAINAGE STRUCTURE DES 48-4020INFILTRATION/FILTRATION SYSTEMADJUST GATE VALVE & BOX4'' INSULATIONADJUST SANITARY MANHOLETRUNCATED DOMESCONCRETE MEDIAN NOSE-SPECIAL8'' CONCRETE DRIVEWAY PAVEMENT28'' SPAN PIPE-ARCH APRON4'' PVC PIPE DRAIN CLEANOUT12'' RC PIPE SEWER DES 3006 CL V24'' RC PIPE CULVERT DES 3006 CL V18'' RC PIPE CULVERT DES 3006 CL V4'' TP PIPE DRAINTRASH GUARD FOR 18'' PIPE APRONTRASH GUARD FOR 12'' PIPE APRONADJUST HYDRANT24'' RC PIPE SEWER DES 3006 CL VTRASH GUARD FOR 24'' PIPE APRONTRASH GUARD FOR 28'' SPAN PIPE APRON CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028TOTAL TO DATEQUANTITYTOTAL ESTIMATEDCONTRACT THIS PERIOD TOTAL TO DATEUNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNITAMOUNT AMOUNTQUANTITY QUANTITY84 2565.501 LUMP SUM1.0 1 $93,693.00$93,693.00 0.00 0.00 $0.00 0.00 1.00 1.00 $93,693.0085 2565.516 SYSTEM0.5 0.5 1 $240,160.00$240,160.00 0.00 0.00 $0.00 0.50 0.50 1.00 $240,160.0086 2573.501 LUMP SUM0.82 0.18 1 $3,572.96$3,572.96 0.00 0.00 $0.00 0.00 0.00 0.00 $0.0087 2573.502 EACH11 11 $236.24$2,598.64 0.00 0.00 $0.00 11.00 0.00 11.00 $2,598.6488 2573.502 EACH8 8 $160.21$1,281.68 0.00 0.00 $0.00 8.00 0.00 8.00 $1,281.6889 2573.503 LIN FT2751 100 2851 $1.92$5,473.92 0.00 0.00 $0.00 2,600.00 100.00 2,700.00 $5,184.0090 2573.503 LIN FT305 50 355 $3.20$1,136.00 0.00 0.00 $0.00 401.00 19.00 420.00 $1,344.0091 2574.505 ACRE0.70 0.7 $1,538.19$1,076.73 0.00 0.00 $0.00 0.70 0.00 0.70 $1,076.7392 2574.505 ACRE3.03 0.41 3.44 $160.61$552.50 0.00 0.00 $0.00 3.41 0.44 3.85 $618.3593 2574.507 CU YD444 444 $55.10$24,464.40 0.00 0.00 $0.00 444.00 0.00 444.00 $24,464.4094 2574.508 POUND807 143 950 $0.64$608.00 0.00 0.00 $0.00 986.00 158.00 1,144.00 $732.1695 2574.508 POUND109 109 $0.65$70.85 0.00 0.00 $0.00 192.00 0.00 192.00 $124.8096 2575.504 SQ YD67 67 $16.00$1,072.00 0.00 0.00 $0.00 68.00 0.00 68.00 $1,088.0097 2575.504 SQ YD14665 1984 16649 $1.39$23,142.11 237.00 0.00 $329.43 16,719.00 2,152.00 18,871.00 $26,230.6998 2575.505 ACRE3.03 0.41 3.44 $163.43$562.20 0.00 0.00 $0.00 3.41 0.44 3.85 $629.2199 2575.508 POUND160 29 189 $3.42$646.38 0.00 0.00 $0.00 169.00 29.00 198.00 $677.16100 2575.508 POUND26 26 $29.83$775.58 0.00 0.00 $0.00 18.00 0.00 18.00 $536.94101 2575.523 M GALLON3.0 3 $423.93$1,271.79 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00102 2582.503 LIN FT1688 1688 $1.60$2,700.80 0.00 0.00 $0.00 2,139.00 0.00 2,139.00 $3,422.40103 2582.503 LIN FT45 45 $1.60$72.00 0.00 0.00 $0.00 44.00 0.00 44.00 $70.40104 2582.503 LIN FT1557 1557 $3.20$4,982.40 0.00 0.00 $0.00 1,505.00 0.00 1,505.00 $4,816.00105 2582.503 LIN FT4614 4614 $1.28$5,905.92 0.00 0.00 $0.00 4,536.00 1,598.00 6,134.00 $7,851.52106 2582.503 LIN FT352 352 $15.49$5,452.48 0.00 0.00 $0.00 209.00 0.00 209.00 $3,237.41107 2582.503 LIN FT194 194 $1.28$248.32 0.00 0.00 $0.00 180.00 0.00 180.00 $230.40108 2582.503 LIN FT2820 2820 $2.56$7,219.20 0.00 0.00 $0.00 2,836.00 0.00 2,836.00 $7,260.16109 2582.518 SQ FT150 150 $16.55$2,482.50 0.00 0.00 $0.00 100.00 80.00 180.00 $2,979.00110 2582.518 SQ FT1273 1273 $16.14$20,546.22 0.00 0.00 $0.00 0.00 1,584.00 1,584.00 $25,565.76TOTALS - BASE CONTRACT$1,790,088.96 $2,118.77 $1,805,916.14CHANGE ORDER NO. 1CO1-1 2563.601LS 0.82 0.18 1.00 $2,200.00 $2,200.00 0.00 0.00 $0.00 0.82 0.18 1.00 $2,200.00CO1-2 2563.618 SF 0.00 28.00 28.00 $38.50 $1,078.00 0.00 0.00 $0.00 0.00 28.00 28.00 $1,078.00CO1-3 2105.504SY 200.00 0.00 200.00 $4.75 $950.00 0.00 0.00 $0.00 3,656.48 0.00 3,656.48$17,368.28CO1-4 2360.509 TON 5.40 0.00 5.40 $315.70 $1,704.78 0.00 0.00 $0.00 5.40 0.00 5.40 $1,704.78TOTALS CHANGE ORDER NO. 1$5,932.78 $0.00 $22,351.06CHANGE ORDER NO. 2CO2-1 2506.503EA 1.00 1.00 $1,373.28 $1,373.28 0.00 0.00 $0.00 1.00 0.00 1.00 $1,373.28TOTALS CHANGE ORDER NO. 2$1,373.28 $0.00 $1,373.28CHANGE ORDER NO. 3CO3-1 2506.502EA 1.00 1.00 $1,075.15 $1,075.15 1.00 0.00 $1,075.15 1.00 0.00 1.00 $1,075.15CO3-2 2118.500LS 1.00 1.00 $750.00 $750.00 1.00 0.00 $750.00 1.00 0.00 1.00 $750.00CO3-3 2557.603LF 65.00 65.00 $7.37 $479.05 65.00 0.00 $479.05 65.00 0.00 65.00 $479.05CO3-4 2582.500LS 0.50 0.50 1.00 $984.50 $984.50 0.50 0.50 $984.50 0.50 0.50 1.00 $984.50CO3-5 2360.509LS 1.00 1.00 $1,391.79 $1,391.79 1.00 0.00 $1,391.79 1.00 0.00 1.00 $1,391.79RECONSTRUCT DRAINAGE STRUCTUREPAVT MSSG MULTI COMP GR IN (WR)TRAFFIC CONTROL INTERCONNECTTRAFFIC CONTROL4'' DOTTED LINE MULTI COMP GR IN (WR)CROSSWALK PREF THERMO GR INSEEDINGSEED MIXTURE 25-141SEED MIXTURE 33-2614'' SOLID LINE MULTI COMP GR IN (WR)TRAFFIC CONTROL SIGNAL SYSTEMSTABILIZED CONSTRUCTION EXITSTORM DRAIN INLET PROTECTIONCULVERT END CONTROLSSILT FENCE: TYPE MSSEDIMENT CONTROL LOG TYPE WOOD FIBERSUBSOILINGSOIL BED PREPARATIONROOTING TOPSOIL BORROWFERTILIZER TYPE 1FERTILIZER TYPE 4SODDING TYPE LAWN4'' DBLE SOLID LINE MULTI COMP GR IN (WR)4'' SOLID LINE PAINT4'' DOTTED LINE PAINT4'' DBLE SOLID LINE PAINT24'' SOLID LINE MULTI COMP GR IN (WR)EROSION CONTROL BLANKETS CATEGORY 3NRAPID STABILIZATION METHOD 3REPAIR SANITARY MANHOLEADDTL MOBILIZATION FOR AGG SHOULDERFURNISH NEW CHAIN LINK FENCEADDTL MOBILIZATION FOR CROSSWALK STRIPINGBITUMINOUS INCENTIVESCONSTRUCTION SIGN-SPECIAL (LAKE ELMO PARK RESERVE)GEOTEXTILE FABRIC TYPE 5TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) - TEMPORARY SHOULDER PAVING CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028CITY FUNDS SAP 206-120-001COUNTY FUNDS SAP 082-619-028TOTAL TO DATEQUANTITYTOTAL ESTIMATEDCONTRACT THIS PERIOD TOTAL TO DATEUNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNITAMOUNT AMOUNTQUANTITY QUANTITYTOTALS CHANGE ORDER NO. 3$4,680.49 $4,680.49 $4,680.49CHANGE ORDER NO. 4CO4-1 2565.516LS 1.00 1.00 $1,598.83 $1,598.83 0.00 1.00 $1,598.83 0.00 1.00 1.00 $1,598.83CO4-2 2511.507LS 1.00 1.00 $1,000.00 $1,000.00 1.00 0.00 $1,000.00 1.00 0.00 1.00 $1,000.00CO4-3 2101.524LS 1.00 1.00 $2,062.50 $2,062.50 1.00 0.00 $2,062.50 1.00 0.00 1.00 $2,062.50TOTALS CHANGE ORDER NO. 4$4,661.33 $4,661.33 $4,661.33COMPENSATING CHANGE ORDER NO. 5CCO5-1LS 1.00 $32,245.46 $32,245.46$0.00TOTALS COMPENSATING CHANGE ORDER NO. 5$32,245.46 $0.00 $0.00TOTALS - REVISED CONTRACT$1,838,982.30 $11,460.59 $1,838,982.30ADDITIONAL MOBILIZATION FOR TREE REMOVALPOWER POLE PEDISTAL BASE ADJUSTMENTCOMPENSATING CHANGE ORDERADDITIONAL MOBILIZATION FOR RIPRAP WORK