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HomeMy WebLinkAbout#09 - CSAH19-Hudson Improvements STAFF REPORT DATE: November 19, 2019 CONSENT AGENDA ITEM: CSAH 19 & Hudson Boulevard Intersection Improvements – Pay Request No. 5 SUBMITTED BY: Chad Isakson, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 5 for the CSAH 19 and Hudson Boulevard Intersection Improvements? BACKGROUND: Max Steininger, Inc. was awarded a construction contract on June 4, 2019 to complete the CSAH 19 and Hudson Boulevard Intersection Improvements. Construction has been substantially completed and the traffic signal is operational. PROPOSAL DETAILS/ANALYSIS: Max Steininger, Inc. has submitted Partial Pay Request No. 5 in the amount of $42,983.91. The request has been reviewed and payment is recommended in the amount requested. In accordance with the contract documents, the City has retained 5% of the total work completed. The amount retained is $86,258.87. FISCAL IMPACT: None. Partial payment is proposed in accordance with the Contract for the project. Payment remains within the authorized scope and budget. RECOMMENDATION: Staff is recommending that the City Council approve, as part of the Consent Agenda, Pay Request No. 5 for the CSAH 19 and Hudson Boulevard Intersection Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 5 to Max Steinginer, Inc. in the amount of $42,983.91 for the CSAH 19 and Hudson Boulevard Intersection Improvements project”. ATTACHMENTS: 1. Partial Pay Estimate No. 5. PARTIAL PAY ESTIMATE NO. 5 CSAH 19 AT HUDSON BLVD INTERSECTION IMPR. CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2017.154 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 TOTAL TO DATE 1 2021.501 LUMP SUM 0.82 0.18 1 $165,000.00 $165,000.00 0.00 0.00 $0.00 0.77 0.18 0.95 $156,750.00 2 2051.501 LUMP SUM 1 1 $1.00 $1.00 0.00 0.00 $0.00 1.00 0.00 1.00 $1.00 3 2101.524 TREE 13 13 $521.09 $6,774.17 0.00 0.00 $0.00 20.00 0.00 20.00 $10,421.80 4 2101.524 TREE 13 13 $390.82 $5,080.66 0.00 0.00 $0.00 20.00 0.00 20.00 $7,816.40 5 2104.502 EACH 5 5 $427.21 $2,136.05 0.00 0.00 $0.00 5.00 0.00 5.00 $2,136.05 6 2104.502 EACH 4 4 $26.70 $106.80 0.00 0.00 $0.00 4.00 0.00 4.00 $106.80 7 2104.502 EACH 6 6 $48.06 $288.36 0.00 0.00 $0.00 6.00 0.00 6.00 $288.36 8 2104.502 EACH 2 2 $651.48 $1,302.96 0.00 0.00 $0.00 2.00 0.00 2.00 $1,302.96 9 2104.502 EACH 6 8 14 $48.06 $672.84 0.00 0.00 $0.00 6.00 8.00 14.00 $672.84 10 2104.503 LIN FT 66 66 $5.07 $334.62 0.00 0.00 $0.00 79.00 0.00 79.00 $400.53 11 2104.503 LIN FT 1238 120 1358 $2.03 $2,756.74 0.00 0.00 $0.00 481.00 20.00 501.00 $1,017.03 12 2104.503 LIN FT 30 30 $17.52 $525.60 0.00 0.00 $0.00 30.00 0.00 30.00 $525.60 13 2104.503 LIN FT 65 65 $21.25 $1,381.25 0.00 0.00 $0.00 62.00 0.00 62.00 $1,317.50 14 2104.504 SQ YD 123 123 $8.87 $1,091.01 0.00 0.00 $0.00 121.00 0.00 121.00 $1,073.27 15 2104.504 SQ YD 7220 902 8122 $3.88 $31,513.36 0.00 0.00 $0.00 7,220.00 902.00 8,122.00 $31,513.36 16 2104.518 SQ FT 131 131 $4.17 $546.27 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 17 2105.507 CU YD 1022 1022 $9.65 $9,862.30 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 18 2105.607 CU YD 1022 1022 $19.36 $19,785.92 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 19 2106.507 CU YD 9939 9939 $9.59 $95,315.01 0.00 0.00 $0.00 9,939.00 0.00 9,939.00 $95,315.01 20 2106.507 CU YD 5203 5203 $9.59 $49,896.77 0.00 0.00 $0.00 5,203.00 0.00 5,203.00 $49,896.77 21 2106.507 CU YD 7639 60 7699 $13.84 $106,554.16 0.00 0.00 $0.00 7,639.00 60.00 7,699.00 $106,554.16 22 2106.507 CU YD 9818 9818 $0.01 $98.18 0.00 0.00 $0.00 9,818.00 0.00 9,818.00 $98.18 23 2111.519 ROAD STA 20 20 $115.84 $2,316.80 0.00 0.00 $0.00 13.00 0.00 13.00 $1,505.92 24 2118.507 CU YD 19 19 $94.51 $1,795.69 28.00 0.00 $2,646.28 28.00 0.00 28.00 $2,646.28 25 2123.610 HOUR 50 50 $135.24 $6,762.00 0.00 0.00 $0.00 16.00 0.00 16.00 $2,163.84 26 2131.604 SQ YD 10000 10000 $0.53 $5,300.00 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 27 2211.507 CU YD 2537 113 2650 $36.63 $97,069.50 0.00 0.00 $0.00 2,549.00 113.00 2,662.00 $97,509.06 28 2232.504 SQ YD 861 1054 1915 $6.50 $12,447.50 0.00 0.00 $0.00 877.70 1,054.00 1,931.70 $12,556.05 29 2232.504 SQ YD 690 690 $6.51 $4,491.90 0.00 0.00 $0.00 690.00 0.00 690.00 $4,491.90 30 2301.503 LIN FT 79 79 $67.28 $5,315.12 0.00 0.00 $0.00 95.00 0.00 95.00 $6,391.60 31 2331.603 LIN FT 2891 176 3067 $0.64 $1,962.88 0.00 0.00 $0.00 2,867.00 70.00 2,937.00 $1,879.68 32 2360.509 TON 1463 119 1582 $83.33 $131,828.06 0.00 0.00 $0.00 1,672.26 124.00 1,796.26 $149,682.35 33 2360.509 TON 1180 1180 $74.02 $87,343.60 0.00 0.00 $0.00 1,282.44 0.00 1,282.44 $94,926.21 34 2411.507 CU YD 150 150 300 $18.96 $5,688.00 0.00 0.00 $0.00 150.00 18.00 168.00 $3,185.28 35 2451.507 CU YD 275 275 $47.00 $12,925.00 0.00 0.00 $0.00 275.00 0.00 275.00 $12,925.00 36 2501.502 EACH 2 2 $971.89 $1,943.78 0.00 0.00 $0.00 2.00 0.00 2.00 $1,943.78 37 2501.502 EACH 2 2 $1,068.01 $2,136.02 0.00 0.00 $0.00 2.00 0.00 2.00 $2,136.02 38 2501.502 EACH 2 2 $2,136.01 $4,272.02 0.00 0.00 $0.00 2.00 0.00 2.00 $4,272.02 39 2501.502 EACH 2 2 $875.76 $1,751.52 0.00 0.00 $0.00 2.00 0.00 2.00 $1,751.52 40 2501.503 LIN FT 66 66 $129.23 $8,529.18 0.00 0.00 $0.00 72.00 0.00 72.00 $9,304.56 12'' RC PIPE APRON 18'' RC PIPE APRON AGGREGATE SURFACING (CV) CLASS 1 MOD STREET SWEEPER (WITH PICKUP BROOM) TYPE SP 9.5 WEARING COURSE MIX (3:C) DUST PALLIATIVE AGGREGATE BASE (CV) CLASS 6 (P) MOBILIZATION MAINT & RESTORATION OF HAUL ROADS CLEARING REMOVE CURB & GUTTER GRUBBING REMOVE CONCRETE APRON JOINT ADHESIVE TYPE SP 12.5 NON WEAR COURSE MIX (3:C) REMOVE CONCRETE WALK GRANULAR BORROW (LV) EXCAVATION SPECIAL EXCAVATION - COMMON (P) EXCAVATION - SUBGRADE (P) SELECT GRANULAR EMBANKMENT (CV) (P) COMMON EMBANKMENT (CV) (P) TEST ROLLING REMOVE DELINEATOR REMOVE SIGN TYPE C SALVAGE CONCRETE APRON SALVAGE SIGN TYPE C SAWING CONCRETE PAVEMENT (FULL DEPTH) CONTRACT THIS PERIOD TOTAL TO DATE UNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNIT AMOUNT AMOUNT QUANTITY QUANTITY 28'' SPAN RC PIPE-ARCH CULV CL IIA SAWING BIT PAVEMENT (FULL DEPTH) INSTALL CONCRETE APRON SALVAGE CHAIN LINK FENCE REMOVE BITUMINOUS PAVEMENT REMOVE CONCRETE DRIVEWAY PAVEMENT FINE FILTER AGGREGATE (CV) GRANULAR BACKFILL (CV) MILL BITUMINOUS SURFACE (2.0'') (P) MILL BITUMINOUS SURFACE (4.0'') (P) INTEGRANT CURB DESIGN B6 24'' RC PIPE APRON QUANTITY TOTAL ESTIMATED CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 TOTAL TO DATE CONTRACT THIS PERIOD TOTAL TO DATE UNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNIT AMOUNT AMOUNT QUANTITY QUANTITYQUANTITY TOTAL ESTIMATED 41 2501.503 LIN FT 60 60 $64.08 $3,844.80 0.00 0.00 $0.00 56.00 0.00 56.00 $3,588.48 42 2501.503 LIN FT 220 220 $91.85 $20,207.00 0.00 0.00 $0.00 226.00 0.00 226.00 $20,758.10 43 2501.602 EACH 3 3 $2,029.21 $6,087.63 0.00 0.00 $0.00 3.00 0.00 3.00 $6,087.63 44 2501.602 EACH 2 2 $993.25 $1,986.50 0.00 0.00 $0.00 2.00 0.00 2.00 $1,986.50 45 2501.602 EACH 2 2 $1,174.81 $2,349.62 0.00 0.00 $0.00 2.00 0.00 2.00 $2,349.62 46 2501.602 EACH 2 2 $1,922.41 $3,844.82 0.00 0.00 $0.00 2.00 0.00 2.00 $3,844.82 47 2501.602 EACH 3 3 $1,602.01 $4,806.03 3.00 0.00 $4,806.03 3.00 0.00 3.00 $4,806.03 48 2502.503 LIN FT 174 174 $20.61 $3,586.14 0.00 0.00 $0.00 180.00 0.00 180.00 $3,709.80 49 2502.602 EACH 3 3 $319.53 $958.59 0.00 0.00 $0.00 2.00 0.00 2.00 $639.06 50 2503.503 LIN FT 24 24 $65.15 $1,563.60 0.00 0.00 $0.00 24.00 0.00 24.00 $1,563.60 51 2503.503 LIN FT 280 280 $53.40 $14,952.00 0.00 0.00 $0.00 280.00 0.00 280.00 $14,952.00 52 2503.503 LIN FT 473 473 $57.67 $27,277.91 0.00 0.00 $0.00 473.00 0.00 473.00 $27,277.91 53 2503.503 LIN FT 243 243 $91.85 $22,319.55 0.00 0.00 $0.00 225.00 0.00 225.00 $20,666.25 54 2503.602 EACH 7 7 $875.76 $6,130.32 0.00 0.00 $0.00 7.00 0.00 7.00 $6,130.32 55 2504.602 EACH 1 1 $1,708.81 $1,708.81 0.00 0.00 $0.00 1.00 0.00 1.00 $1,708.81 56 2504.602 EACH 6 6 $555.36 $3,332.16 0.00 0.00 $0.00 6.00 0.00 6.00 $3,332.16 57 2504.604 SQ YD 27 27 $43.79 $1,182.33 0.00 0.00 $0.00 27.00 0.00 27.00 $1,182.33 58 2504.605 EACH 6 6 $2,990.42 $17,942.52 0.00 0.00 $0.00 6.00 0.00 6.00 $17,942.52 59 2506.502 EACH 11 11 $747.60 $8,223.60 0.00 0.00 $0.00 15.00 0.00 15.00 $11,214.00 60 2506.503 LIN FT 59.7 59.7 $437.88 $26,141.44 0.00 0.00 $0.00 59.70 0.00 59.70 $26,141.44 61 2506.601 LUMP SUM 1 1 $2,136.01 $2,136.01 0.00 0.00 $0.00 1.00 0.00 1.00 $2,136.01 62 2506.602 EACH 1 1 $10,359.64 $10,359.64 0.00 0.00 $0.00 1.00 0.00 1.00 $10,359.64 63 2506.603 LIN FT 13.5 13.5 $427.21 $5,767.34 0.00 0.00 $0.00 13.50 0.00 13.50 $5,767.34 64 2511.504 SQ YD 113 113 $4.27 $482.51 0.00 0.00 $0.00 16.00 0.00 16.00 $68.32 65 2511.507 CU YD 32 32 $122.82 $3,930.24 0.00 0.00 $0.00 9.20 0.00 9.20 $1,129.94 66 2521.618 SQ FT 430 430 860 $20.29 $17,449.40 0.00 0.00 $0.00 477.00 477.00 954.00 $19,356.66 67 2531.503 LIN FT 208 208 $59.81 $12,440.48 0.00 0.00 $0.00 209.00 0.00 209.00 $12,500.29 68 2531.503 LIN FT 2484 2484 $38.45 $95,509.80 0.00 0.00 $0.00 2,389.00 0.00 2,389.00 $91,857.05 69 2531.504 SQ YD 56 56 $90.78 $5,083.68 0.00 0.00 $0.00 63.60 0.00 63.60 $5,773.61 70 2531.504 SQ YD 130 130 $184.76 $24,018.80 0.00 0.00 $0.00 198.25 0.00 198.25 $36,628.67 71 2531.602 EACH 2 2 $2,731.95 $5,463.90 0.00 0.00 $0.00 2.00 0.00 2.00 $5,463.90 72 2531.618 SQ FT 68.5 68.5 137 $72.62 $9,948.94 0.00 0.00 $0.00 71.00 71.00 142.00 $10,312.04 73 2533.503 LIN FT 530 530 $29.64 $15,709.20 0.00 0.00 $0.00 577.00 0.00 577.00 $17,102.28 74 2533.503 LIN FT 632 632 $15.49 $9,789.68 0.00 0.00 $0.00 704.00 0.00 704.00 $10,904.96 75 2554.502 EACH 11 11 $85.44 $939.84 0.00 0.00 $0.00 11.00 0.00 11.00 $939.84 76 2554.615 ASSEMBLY 2 2 $2,670.01 $5,340.02 0.00 0.00 $0.00 2.00 0.00 2.00 $5,340.02 77 2554.615 ASSEMBLY 2 2 $534.00 $1,068.00 0.00 0.00 $0.00 4.00 0.00 4.00 $2,136.00 78 2557.603 LIN FT 65 65 $37.25 $2,421.25 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 79 2563.601 LUMP SUM 0.82 0.18 1 $17,622.08 $17,622.08 0.00 0.00 $0.00 0.82 0.18 1.00 $17,622.08 80 2563.601 LUMP SUM 0.82 0.18 1 $3,738.02 $3,738.02 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 81 2564.502 EACH 6 8 14 $293.70 $4,111.80 0.00 0.00 $0.00 6.00 8.00 14.00 $4,111.80 82 2564.518 SQ FT 116 3 119 $72.62 $8,641.78 0.00 0.00 $0.00 116.00 3.00 119.00 $8,641.78 83 2565.501 LUMP SUM 0.5 0.5 1 $3,000.00 $3,000.00 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 ADJUST HYDRANT 24'' RC PIPE SEWER DES 3006 CL V TRASH GUARD FOR 24'' PIPE APRON TRASH GUARD FOR 28'' SPAN PIPE APRON 4'' TP PIPE DRAIN 18'' RC PIPE CULVERT DES 3006 CL V TRASH GUARD FOR 18'' PIPE APRON TRASH GUARD FOR 12'' PIPE APRON 28'' SPAN PIPE-ARCH APRON 4'' PVC PIPE DRAIN CLEANOUT 12'' RC PIPE SEWER DES 3006 CL V 24'' RC PIPE CULVERT DES 3006 CL V 15'' RC PIPE SEWER DES 3006 CL V 18'' RC PIPE SEWER DES 3006 CL V PORTABLE PREC CONC BAR DES 8337-ANCHORED RELOCATE PORT PRE CONC BAR DES 8337-ANCH GUIDE POST TYPE B CONCRETE WALK CONCRETE CURB & GUTTER DESIGN B612 CONCRETE CURB & GUTTER DESIGN B624 CONST DRAINAGE STRUCTURE DESIGN SPEC 2 CONSTRUCT DRAINAGE STRUCTURE DES SPEC 1 GEOTEXTILE FILTER TYPE 4 RANDOM RIPRAP CLASS III CASTING ASSEMBLY CONST DRAINAGE STRUCTURE DES 48-4020 INFILTRATION/FILTRATION SYSTEM ADJUST GATE VALVE & BOX 4'' INSULATION ADJUST SANITARY MANHOLE TRUNCATED DOMES CONCRETE MEDIAN NOSE-SPECIAL RELOCATE IMPACT ATTENUATOR CONNECT TO EXISTING STORM SEWER INSTALL CHAIN LINK FENCE TRAFFIC CONTROL ALTERNATE PEDESTRIAN ROUTE SIGN PANELS TYPE C EMERGENCY VEHICLE PREEMPTION SYSTEM INSTALL SIGN TYPE C IMPACT ATTENUATOR CONCRETE MEDIAN 8'' CONCRETE DRIVEWAY PAVEMENT CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 CITY FUNDS SAP 206-120- 001 COUNTY FUNDS SAP 082-619-028 TOTAL TO DATE CONTRACT THIS PERIOD TOTAL TO DATE UNIT PRICE AMOUNTITEMMN/DOT NO.DESCRIPTION OF PAY ITEM UNIT AMOUNT AMOUNT QUANTITY QUANTITYQUANTITY TOTAL ESTIMATED 84 2565.501 LUMP SUM 1.0 1 $93,693.00 $93,693.00 0.00 0.10 $9,369.30 0.00 0.95 0.95 $89,008.35 85 2565.516 SYSTEM 0.5 0.5 1 $240,160.00 $240,160.00 0.05 0.05 $24,016.00 0.45 0.45 0.90 $216,144.00 86 2573.501 LUMP SUM 0.82 0.18 1 $3,572.96 $3,572.96 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 87 2573.502 EACH 11 11 $236.24 $2,598.64 0.00 0.00 $0.00 5.00 0.00 5.00 $1,181.20 88 2573.502 EACH 8 8 $160.21 $1,281.68 0.00 0.00 $0.00 4.00 0.00 4.00 $640.84 89 2573.503 LIN FT 2751 100 2851 $1.92 $5,473.92 0.00 0.00 $0.00 2,600.00 100.00 2,700.00 $5,184.00 90 2573.503 LIN FT 305 50 355 $3.20 $1,136.00 361.00 19.00 $1,216.00 401.00 19.00 420.00 $1,344.00 91 2574.505 ACRE 0.70 0.7 $1,538.19 $1,076.73 0.00 0.00 $0.00 0.70 0.00 0.70 $1,076.73 92 2574.505 ACRE 3.03 0.41 3.44 $160.61 $552.50 0.26 0.03 $46.58 3.41 0.44 3.85 $618.35 93 2574.507 CU YD 444 444 $55.10 $24,464.40 0.00 0.00 $0.00 444.00 0.00 444.00 $24,464.40 94 2574.508 POUND 807 143 950 $0.64 $608.00 86.00 15.00 $64.64 986.00 158.00 1,144.00 $732.16 95 2574.508 POUND 109 109 $0.65 $70.85 0.00 0.00 $0.00 150.00 0.00 150.00 $97.50 96 2575.504 SQ YD 67 67 $16.00 $1,072.00 68.00 0.00 $1,088.00 68.00 0.00 68.00 $1,088.00 97 2575.504 SQ YD 14665 1984 16649 $1.39 $23,142.11 1,232.00 168.00 $1,946.00 16,048.00 2,152.00 18,200.00 $25,298.00 98 2575.505 ACRE 3.03 0.41 3.44 $163.43 $562.20 0.26 0.03 $47.39 3.41 0.44 3.85 $629.21 99 2575.508 POUND 160 29 189 $3.42 $646.38 0.00 0.00 $0.00 143.00 29.00 172.00 $588.24 100 2575.508 POUND 26 26 $29.83 $775.58 0.00 0.00 $0.00 18.00 0.00 18.00 $536.94 101 2575.523 M GALLON 3.0 3 $423.93 $1,271.79 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 102 2582.503 LIN FT 1688 1688 $1.60 $2,700.80 0.00 0.00 $0.00 2,139.00 0.00 2,139.00 $3,422.40 103 2582.503 LIN FT 45 45 $1.60 $72.00 0.00 0.00 $0.00 44.00 0.00 44.00 $70.40 104 2582.503 LIN FT 1557 1557 $3.20 $4,982.40 0.00 0.00 $0.00 1,505.00 0.00 1,505.00 $4,816.00 105 2582.503 LIN FT 4614 4614 $1.28 $5,905.92 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 106 2582.503 LIN FT 352 352 $15.49 $5,452.48 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 107 2582.503 LIN FT 194 194 $1.28 $248.32 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 108 2582.503 LIN FT 2820 2820 $2.56 $7,219.20 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 109 2582.518 SQ FT 150 150 $16.55 $2,482.50 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 110 2582.518 SQ FT 1273 1273 $16.14 $20,546.22 0.00 0.00 $0.00 0.00 0.00 0.00 $0.00 TOTALS - BASE CONTRACT $1,790,088.96 $45,246.22 $1,701,453.00 CHANGE ORDER NO. 1 CO1-1 2563.601 LS 0.82 0.18 1.00 $2,200.00 $2,200.00 0.00 0.00 $0.00 0.82 0.18 1.00 $2,200.00 CO1-2 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 $1,078.00 CO1-3 2105.504 SY 200.00 0.00 200.00 $4.75 $950.00 0.00 0.00 $0.00 3,656.48 0.00 3,656.48 $17,368.28 CO1-4 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 $1,704.78 TOTALS CHANGE ORDER NO. 1 $5,932.78 $0.00 $22,351.06 CHANGE ORDER NO. 2 CO2-1 2506.503 EA 1.00 1.00 $1,373.28 $1,373.28 0.00 0.00 $0.00 1.00 0.00 1.00 $1,373.28 TOTALS CHANGE ORDER NO. 2 $1,373.28 $0.00 $1,373.28 TOTALS - REVISED CONTRACT $1,797,395.02 $45,246.22 $1,725,177.34 CONSTRUCTION SIGN-SPECIAL (LAKE ELMO PARK RESERVE) GEOTEXTILE FABRIC TYPE 5 TYPE SP 9.5 WEARING COURSE MIXTURE (3,C) - TEMPORARY SHOULDER PAVING 4'' DBLE SOLID LINE MULTI COMP GR IN (WR) 4'' SOLID LINE PAINT 4'' DOTTED LINE PAINT 4'' DBLE SOLID LINE PAINT 24'' SOLID LINE MULTI COMP GR IN (WR) EROSION CONTROL BLANKETS CATEGORY 3N RAPID STABILIZATION METHOD 3 TRAFFIC CONTROL 4'' DOTTED LINE MULTI COMP GR IN (WR) CROSSWALK PREF THERMO GR IN SEEDING SEED MIXTURE 25-141 SEED MIXTURE 33-261 4'' SOLID LINE MULTI COMP GR IN (WR) TRAFFIC CONTROL SIGNAL SYSTEM STABILIZED CONSTRUCTION EXIT STORM DRAIN INLET PROTECTION CULVERT END CONTROLS SILT FENCE: TYPE MS SEDIMENT CONTROL LOG TYPE WOOD FIBER SUBSOILING SOIL BED PREPARATION ROOTING TOPSOIL BORROW FERTILIZER TYPE 1 FERTILIZER TYPE 4 SODDING TYPE LAWN RECONSTRUCT DRAINAGE STRUCTURE PAVT MSSG MULTI COMP GR IN (WR) TRAFFIC CONTROL INTERCONNECT