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HomeMy WebLinkAbout#05 - 2023 Street Improvements Final Pay Request STAFF REPORT DATE: September 3, 2024 CONSENT AGENDA ITEM: Accept Improvements, Approve Compensating Change Order No. 4, and Approve Pay Request No. 7 (Final) for the 2023 Street Improvements SUBMITTED BY: Mike Rusenovich, Project Engineer REVIEWED BY: Nicole Miller, City Administrator Marty Powers, Public Works Director Clarissa Hadler, Finance Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council accept the improvements, approve Compensating Change Order No. 4 and approve Pay Request No. 7 (Final) for the 2023 Street Improvements? BACKGROUND: Miller Excavating, Inc. was awarded a construction contract on April 18, 2023 to complete the 2023 Street Improvements. The work has now been completed in accordance with the contract, plans and specifications, and including all punch list items. PROPOSAL DETAILS/ANALYSIS: A compensating change order has been prepared and executed for the project to reconcile the estimated and actual quantities installed. With approval of this compensating change order the contract amount will be adjusted to reflect the actual final project quantities. In addition, Miller Excavating has submitted Partial Pay Request No. 7 (Final) in the amount of $87,042.54. The Project Engineer has prepared a Certificate of Completion indicating that all work is completed, including all punch list items, and is recommending the 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 September 3, 2024 and will extend through September 3, 2025. FISCAL IMPACT: None. Final payment is being recommended within the authorized scope and budget for the project. The final construction contract amount of $1,961,460.65 is 6.2% under the original construction contract amount of $2,091,433.33. The compensating change order will officially decrease the final construction contract amount by $218,687.82. RECOMMENDATION: Staff is recommending that the City Council, as part of the Consent Agenda, accept the improvements, approve Compensating Change Order No. 4 and approve Pay Request No. 7 (Final) for the 2023 Street Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to accept the improvements for the 2023 Street Improvements, approve Compensating Change Order No. 4 decreasing the contract amount by $218,687.82, and approve Pay Request No. 7 (Final) to Miller Excavating, Inc. in the amount of $87,042.54”. ATTACHMENTS: 1. Compensating Change Order No. 4. 2. Partial Pay Estimate No. 7 (Final). 3. Certificate of Completion. CHANGE ORDER NO. 4 (CCO) 2023 STREET IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2022.123 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT NET CHANGE AMOUNT PART 1 - TANA RIDGE GENERAL 1 LS 1.00 $31,448.85 $31,448.85 1.00 $31,448.85 0.00 $0.00 2 LS 1.00 $2,231.29 $2,231.29 1.00 $2,231.29 0.00 $0.00 3 LF 780.00 $6.74 $5,257.20 840.00 $5,661.60 60.00 $404.40 4 EA 14.00 $121.70 $1,703.80 14.00 $1,703.80 0.00 $0.00 5 HR 40.00 $142.61 $5,704.40 16.00 $2,281.76 -24.00 -$3,422.64 6 EA 6.00 $375.97 $2,255.82 7.00 $2,631.79 1.00 $375.97 7 EA 6.00 $250.29 $1,501.74 1.00 $250.29 -5.00 -$1,251.45 8 EA 20.00 $127.81 $2,556.20 20.00 $2,556.20 0.00 $0.00 9 EA 20.00 $14.91 $298.20 20.00 $298.20 0.00 $0.00 10 EA 4.00 $250.29 $1,001.16 4.00 $1,001.16 0.00 $0.00 11 SF 20.25 $95.43 $1,932.46 24.75 $2,361.89 4.50 $429.44 12 CY 640.00 $51.18 $32,755.20 366.87 $18,776.41 -273.13 -$13,978.79 13 SY 2,300.00 $9.00 $20,700.00 392.00 $3,528.00 -1,908.00 -$17,172.00 14 SY 2,600.00 $13.31 $34,606.00 1,974.00 $26,273.94 -626.00 -$8,332.06 TOTAL PART 1 - TANA RIDGE GENERAL $143,952.32 $101,005.18 -$42,947.14 PART 2 - TANA RIDGE STREET AND STORM SEWER 15 EA 7.00 $1,109.84 $7,768.88 7.00 $7,768.88 0.00 $0.00 16 EA 11.00 $1,026.69 $11,293.59 11.00 $11,293.59 0.00 $0.00 17 EA 4.00 $419.14 $1,676.56 4.00 $1,676.56 0.00 $0.00 18 EA 1.00 $1,631.47 $1,631.47 1.00 $1,631.47 0.00 $0.00 19 EA 1.00 $572.13 $572.13 1.00 $572.13 0.00 $0.00 20 LF 50.00 $32.66 $1,633.00 0.00 $0.00 -50.00 -$1,633.00 21 EA 1.00 $2,662.64 $2,662.64 1.00 $2,662.64 0.00 $0.00 22 EA 1.00 $3,505.64 $3,505.64 1.00 $3,505.64 0.00 $0.00 23 EA 3.00 $5,315.06 $15,945.18 3.00 $15,945.18 0.00 $0.00 24 LF 46.00 $116.28 $5,348.88 51.00 $5,930.28 5.00 $581.40 25 EA 3.00 $1,596.13 $4,788.39 3.00 $4,788.39 0.00 $0.00 26 CY 15.00 $119.90 $1,798.50 15.00 $1,798.50 0.00 $0.00 27 LF 46.00 $4.29 $197.34 51.00 $218.79 5.00 $21.45 28 LF 350.00 $2.50 $875.00 338.00 $845.00 -12.00 -$30.00 29 LF 350.00 $4.99 $1,746.50 128.00 $638.72 -222.00 -$1,107.78 30 SY 220.00 $4.40 $968.00 242.00 $1,064.80 22.00 $96.80 31 SY 130.00 $4.94 $642.20 118.00 $582.92 -12.00 -$59.28 32 SY 3.00 $16.56 $49.68 2.90 $48.02 -0.10 -$1.66 33 SY 90.00 $5.51 $495.90 94.00 $517.94 4.00 $22.04 34 LF 70.00 $5.74 $401.80 161.00 $924.14 91.00 $522.34 35 SY 7,450.00 $1.03 $7,673.50 9,060.00 $9,331.80 1,610.00 $1,658.30 36 CY 70.00 $34.88 $2,441.60 70.00 $2,441.60 0.00 $0.00 37 CY 150.00 $17.71 $2,656.50 980.50 $17,364.66 830.50 $14,708.16 38 EA 14.00 $1,375.66 $19,259.24 14.00 $19,259.24 0.00 $0.00 39 LF 1,395.00 $24.99 $34,861.05 1,395.00 $34,861.05 0.00 $0.00 40 EA 14.00 $421.28 $5,897.92 14.00 $5,897.92 0.00 $0.00 41 CY 330.00 $24.63 $8,127.90 0.00 $0.00 -330.00 -$8,127.90 42 SY 9,870.00 $1.13 $11,153.10 9,870.00 $11,153.10 0.00 $0.00 43 LS 1.00 $1,844.69 $1,844.69 1.00 $1,844.69 0.00 $0.00 44 TN 750.00 $95.17 $71,377.50 639.14 $60,826.95 -110.86 -$10,550.55 45 TN 990.00 $89.53 $88,634.70 905.08 $81,031.81 -84.92 -$7,602.89 46 GAL 580.00 $0.01 $5.80 580.00 $5.80 0.00 $0.00 47 SY 250.00 $29.82 $7,455.00 309.00 $9,214.38 59.00 $1,759.38 48 SY 90.00 $29.82 $2,683.80 94.00 $2,803.08 4.00 $119.28 49 LF 3,140.00 $17.50 $54,950.00 1,006.00 $17,605.00 -2,134.00 -$37,345.00 50 LF 3,570.00 $17.69 $63,153.30 5,835.00 $103,221.15 2,265.00 $40,067.85 51 LS 1.00 $566.24 $566.24 0.00 $0.00 -1.00 -$566.24 52 SF 20.00 $13.02 $260.40 21.00 $273.42 1.00 $13.02 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP DRAIN TILE CLEANOUT SUBGRADE CORRECTION (EV) SUBGRADE PREPARATION OF RECLAIMED SURFACE SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCH TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB23 BITUMINOUS MATERIAL FOR TACK COAT PATCH BITUMINOUS DRIVEWAY PATCH BITUMINOUS TRAIL SURMOUNTABLE CONCRETE CURB AND GUTTER 5" CONCRETE SIDEWALK B418 CONCRETE CURB AND GUTTER CONCRETE MATURITY TESTING REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONRETE CURB AND GUTTER RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN 6' CIPP - 15" RCP 2' X 3' CATCH BASIN PER DETAIL 404 4' DIA CBMH, 4' SUMP, WITH CASTING PER DETAIL 405 15" RCP STORM SEWER, CLASS 5 15" RC FLARED END SECTION RIPRAP W/ FABRIC, CLASS III STORM SEWER TELEVISING SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT COMPENSATING CHANGE ORDER NO. 4 MOBILIZATION TRAFFIC CONTROL SIGN PANELS TYPE C TOPSOIL BORROW (LV) ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT TOTAL TO DATE PATCH DOGHOUSE/INVERT REMOVE SEDIMENT ROTATE TOP SLAB OF EXISTING STORM STRUCTURE DITCH GRADING SALVAGE AND REINSTALL CATCH BASIN CASTING W/ NEW RINGS SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS SEED MIXTURE 25-131 AND EROSION CONTROL BLANKET SOD SILT FENCE, TYPE MACHINE SLICE CATCH BASIN INLET PROTECTION STREET SWEEPING (WITH PICKUP BROOM) CLEARING GRUBBING SALVAGE AND REINSTALL MAILBOX TEMPORARY MAILBOX SALVAGE AND REINSTALL SIGN WITH NEW POST 53 SY 100.00 $93.36 $9,336.00 96.30 $8,990.57 -3.70 -$345.43 54 SF 380.00 $15.06 $5,722.80 459.00 $6,912.54 79.00 $1,189.74 55 SF 145.00 $56.62 $8,209.90 144.00 $8,153.28 -1.00 -$56.62 56 EA 10.00 $336.95 $3,369.50 11.00 $3,706.45 1.00 $336.95 TOTAL PART 2 - TANA RIDGE STREET AND STORM SEWER $473,641.72 $467,312.08 -$6,329.64 PART 3 - TANA RIDGE WATER 57 EA 7 $200.22 $1,401.54 8.00 $1,601.76 1.00 $200.22 58 EA 7 $1,857.47 $13,002.29 8.00 $14,859.76 1.00 $1,857.47 59 SF 70 $13.02 $911.40 80.00 $1,041.60 10.00 $130.20 TOTAL PART 3 - TANA RIDGE WATER $15,315.23 $17,503.12 $2,187.89 TOTAL - TANA RIDGE (PARTS 1, 2, & 3)$632,909.27 $585,820.38 -$47,088.89 PART 4 - THE FIELDS OF ST CROIX 2ND ADDITION GENERAL 60 LS 1.00 $23,707.13 $23,707.13 1.00 $23,707.13 0.00 $0.00 61 LS 1.00 $6,981.44 $6,981.44 1.00 $6,981.44 0.00 $0.00 62 LF 1,860.00 $6.74 $12,536.40 200.00 $1,348.00 -1,660.00 -$11,188.40 63 EA 28.00 $121.70 $3,407.60 28.00 $3,407.60 0.00 $0.00 64 HR 100.00 $142.61 $14,261.00 34.00 $4,848.74 -66.00 -$9,412.26 65 EA 1.00 $375.96 $375.96 1.00 $375.96 0.00 $0.00 66 EA 1.00 $250.29 $250.29 1.00 $250.29 0.00 $0.00 67 EA 57.00 $117.16 $6,678.12 57.00 $6,678.12 0.00 $0.00 68 EA 70.00 $13.31 $931.70 70.00 $931.70 0.00 $0.00 69 EA 1.00 $79.88 $79.88 1.00 $79.88 0.00 $0.00 70 EA 12.00 $239.64 $2,875.68 12.00 $2,875.68 0.00 $0.00 71 EA 1.00 $612.40 $612.40 1.00 $612.40 0.00 $0.00 72 SF 49.00 $132.07 $6,471.43 74.75 $9,872.23 25.75 $3,400.80 73 EA 32.00 $111.83 $3,578.56 30.00 $3,354.90 -2.00 -$223.66 74 CY 1,440.00 $51.18 $73,699.20 931.16 $47,656.77 -508.84 -$26,042.43 75 SY 6,700.00 $9.00 $60,300.00 0.00 $0.00 -6,700.00 -$60,300.00 76 SY 5,700.00 $13.31 $75,867.00 3,730.00 $49,646.30 -1,970.00 -$26,220.70 TOTAL PART 4 - THE FIELDS OF ST CROIX 2ND ADDITION GENERAL $292,613.79 $162,627.14 -$129,986.65 PART 5 - THE FIELDS OF ST CROIX 2ND ADDITION STREET AND STORM SEWER 77 EA 19 $1,572.45 $29,876.55 0.00 $0.00 -19.00 -$29,876.55 78 EA 25 $1,026.44 $25,661.00 25.00 $25,661.00 0.00 $0.00 79 EA 4 $363.57 $1,454.28 6.00 $2,181.42 2.00 $727.14 80 LF 51 $7.63 $389.13 62.00 $473.06 11.00 $83.93 81 LF 240 $13.31 $3,194.40 240.00 $3,194.40 0.00 $0.00 82 EA 3 $338.97 $1,016.91 3.00 $1,016.91 0.00 $0.00 83 EA 7 $338.53 $2,369.71 9.00 $3,046.77 2.00 $677.06 84 EA 1 $572.13 $572.13 1.00 $572.13 0.00 $0.00 85 EA 1 $572.13 $572.13 0.00 $0.00 -1.00 -$572.13 86 LF 50 $32.66 $1,633.00 50.00 $1,633.00 0.00 $0.00 87 EA 9 $1,854.43 $16,689.87 9.00 $16,689.87 0.00 $0.00 88 EA 1 $815.72 $815.72 1.00 $815.72 0.00 $0.00 89 EA 2 $3,411.26 $6,822.52 2.00 $6,822.52 0.00 $0.00 90 EA 5 $4,439.86 $22,199.30 4.00 $17,759.44 -1.00 -$4,439.86 91 EA 1 $2,510.28 $2,510.28 1.00 $2,510.28 0.00 $0.00 92 LF 51 $111.69 $5,696.19 77.00 $8,600.13 26.00 $2,903.94 93 LF 5 $65.95 $329.75 5.00 $329.75 0.00 $0.00 94 EA 2 $1,596.01 $3,192.02 0.00 $0.00 -2.00 -$3,192.02 95 SF 100 $13.02 $1,302.00 50.00 $651.00 -50.00 -$651.00 96 CY 2 $119.91 $239.82 30.00 $3,597.30 28.00 $3,357.48 97 LF 56 $4.33 $242.48 56.00 $242.48 0.00 $0.00 98 LF 800 $2.18 $1,744.00 790.00 $1,722.20 -10.00 -$21.80 99 LF 480 $4.55 $2,184.00 498.00 $2,265.90 18.00 $81.90 100 SF 20 $141.20 $2,824.00 20.00 $2,824.00 0.00 $0.00 101 SY 4840 $4.40 $21,296.00 458.00 $2,015.20 -4,382.00 -$19,280.80 102 SY 860 $5.49 $4,721.40 52.30 $287.13 -807.70 -$4,434.27 103 SY 60 $9.23 $553.80 34.00 $313.82 -26.00 -$239.98 104 SY 250 $9.23 $2,307.50 289.41 $2,671.25 39.41 $363.75 105 LF 230 $12.04 $2,769.20 199.00 $2,395.96 -31.00 -$373.24 REMOVE AND REPLACE HYDRANT FLAG REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE CONCRETE HYDRANT SPLASH PAD 6" CONCRETE PEDESTRIAN RAMP ADJUST EXISTING VALVE BOX 6" CONCRETE DRIVEWAY PAVEMENT TRUNCATED DOME PANELS REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE JET / CLEAN STORM PIPE REMOVE AND REPLACE CASTING AND RINGS (R-3015-L) SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE 15" RCP STORM SEWER, CLASS 5 10" HDPE STORM SEWER 15" RC FLARED END SECTION 6" CONCRETE FLUME RIPRAP W/ FABRIC, CLASS III STORM SEWER TELEVISING SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT SALVAGE AND REINSTALL PAVERS REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) PATCH DOGHOUSE/INVERT SOD CONNECT EXISTING STORM PIPE TO NEW STRUCTURE CONNECT TO EXISTING HDPE STORM SEWER PIPE 2' X 3' CATCH BASIN PER DETAIL 404 4' DIA CBMH WITH CASTING PER DETAIL 406 27" DIA CB WITH CASTING PER DETAIL 402 REMOVE SEDIMENT ROTATE TOP SLAB OF EXISTING STORM STRUCTURE SALVAGE AND REINSTALL FLARED END SECTION DITCH GRADING MOBILIZATION TRAFFIC CONTROL CATCH BASIN INLET PROTECTION GRUBBING STREET SWEEPING (WITH PICKUP BROOM) CLEARING SALVAGE AND REINSTALL MAILBOX STREET NAME BLADES WITH POST SIGN PANELS TYPE C STREET NAME BLADE TOPSOIL BORROW (LV) SEED MIXTURE 25-131 AND EROSION CONTROL BLANKET SILT FENCE, TYPE MACHINE SLICE REMOVE STREET NAME BLADES AND POST SALVAGE AND REINSTALL SIGN WITH NEW POST TEMPORARY MAILBOX REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER 106 SY 19600 $1.03 $20,188.00 23,910.00 $24,627.30 4,310.00 $4,439.30 107 CY 130 $34.88 $4,534.40 130.00 $4,534.40 0.00 $0.00 108 CY 480 $14.58 $6,998.40 2,018.00 $29,422.44 1,538.00 $22,424.04 109 EA 22 $1,375.66 $30,264.52 22.00 $30,264.52 0.00 $0.00 110 LF 2200 $25.06 $55,132.00 2,200.00 $55,132.00 0.00 $0.00 111 EA 22 $421.28 $9,268.16 22.00 $9,268.16 0.00 $0.00 112 CY 870 $24.63 $21,428.10 0.00 $0.00 -870.00 -$21,428.10 113 SY 25820 $1.13 $29,176.60 25,820.00 $29,176.60 0.00 $0.00 114 LS 1 $2,949.57 $2,949.57 1.00 $2,949.57 0.00 $0.00 115 TN 1960 $95.17 $186,533.20 1,655.75 $157,577.73 -304.25 -$28,955.47 116 TN 2600 $89.53 $232,778.00 2,413.21 $216,054.69 -186.79 -$16,723.31 117 GAL 1520 $0.01 $15.20 1,520.00 $15.20 0.00 $0.00 118 SY 630 $29.82 $18,786.60 848.35 $25,297.80 218.35 $6,511.20 119 SY 60 $29.82 $1,789.20 87.10 $2,597.32 27.10 $808.12 120 LF 9200 $17.72 $163,024.00 9,255.00 $163,998.60 55.00 $974.60 121 LF 7910 $17.44 $137,950.40 7,940.00 $138,473.60 30.00 $523.20 122 LS 1 $566.24 $566.24 0.00 $0.00 -1.00 -$566.24 123 SF 230 $7.00 $1,610.00 272.00 $1,904.00 42.00 $294.00 124 SY 300 $73.52 $22,056.00 371.10 $27,283.27 71.10 $5,227.27 125 SY 40 $106.35 $4,254.00 40.00 $4,254.00 0.00 $0.00 126 SF 500 $15.06 $7,530.00 541.30 $8,151.98 41.30 $621.98 127 SF 136 $56.62 $7,700.32 124.00 $7,020.88 -12.00 -$679.44 128 SF 25 $16.99 $424.75 25.00 $424.75 0.00 $0.00 129 EA 16 $168.47 $2,695.52 15.00 $2,527.05 -1.00 -$168.47 TOTAL PART 5 - THE FIELDS OF ST CROIX 2ND ADDITION STREETS $1,132,832.27 $1,051,248.50 -$81,583.77 PART 6 - THE FIELDS OF ST CROIX 2ND ADDITION WATER 130 EA 15.00 $200.17 $3,002.55 16.00 $3,202.72 1.00 $200.17 131 EA 15.00 $1,857.47 $27,862.05 16.00 $29,719.52 1.00 $1,857.47 131 SF 170.00 $13.02 $2,213.40 160.00 $2,083.20 -10.00 -$130.20 TOTAL PART 6 - THE FIELDS OF ST CROIX 2ND ADDITION WATER $33,078.00 $35,005.44 $1,927.44 TOTAL - THE FIELDS OF ST CROIX 2ND ADDITION (PARTS 4, 5, & 6)$1,458,524.06 $1,248,881.08 -$209,642.98 $143,952.32 $101,005.18 -$42,947.14 $473,641.72 $467,312.08 -$6,329.64 $15,315.23 $17,503.12 $2,187.89 $292,613.79 $162,627.14 -$129,986.65 $1,132,832.27 $1,051,248.50 -$81,583.77 $33,078.00 $35,005.44 $1,927.44 TOTALS - BASE CONTRACT $2,091,433.33 $1,834,701.46 -$256,731.86 CHANGE ORDER NO. 1 CO1-1 EA 19.00 $2,597.45 $49,351.55 19.00 $49,351.55 0.00 $0.00 CO1-2 EA 19.00 -$1,572.45 -$29,876.55 0.00 $0.00 -19.00 $29,876.55 $19,475.00 $49,351.55 $29,876.55 CO2-1 EA 1 $4,704.20 $4,704.20 1 $4,704.20 0 $0.00 CO2-2 SY 1,725 $5.50 $9,487.50 2,393 $13,161.50 668.00 $3,674.00 CO2-3 SY 5,025 $5.50 $27,637.50 5,842 $32,131.00 817.00 $4,493.50 CO2-4 LS 1 $1,120.94 $1,120.94 1 $1,120.94 0.00 $0.00 CO2-5 EA 8 $1,600.00 $12,800.00 8 $12,800.00 0.00 $0.00 CO2-6 EA 5 $1,800.00 $9,000.00 5 $9,000.00 0.00 $0.00 CO2-7 EA 1 $2,270.00 $2,270.00 1 $2,270.00 0.00 $0.00 CO2-8 EA 12 $185.00 $2,220.00 12 $2,220.00 0 $0.00 $69,240.14 $77,407.64 $8,167.50 TOTALS - REVISED CONTRACT $2,180,148.47 $1,961,460.65 -$218,687.82 TOTAL PART 2 - TANA RIDGE STREET & STORM SEWER TOTAL PART 3 - TANA RIDGE WATER TOTAL PART 4 - THE FIELDS OF ST CROIX 2ND ADDITION GENERAL ADJUST EXISTING VALVE BOX REMOVE AND REPLACE HYDRANT FLAG REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE CONCRETE HYDRANT SPLASH PAD SUBTOTAL - CHANGE ORDER NO. 2 REPLACE GATE VALVE BOX TOP SECTION TOTAL PART 5 - THE FIELDS OF ST CROIX 2ND ADDITION STREETS TOTAL PART 6 - THE FIELDS OF ST CROIX 2ND ADDITION WATER EXPLORATORY DIGGING INSTALL HYDRANT EXTENSION - 6 INCH INSTALL HYDRANT EXTENSION - 12 INCH INSTALL HYDRANT EXTENSION - 24 INCH CHANGE ORDER NO. 2 CONSTRUCT BLOCK / BARREL STRUCTURE - CBMH 8 SEED AND HYDROMULCH - TANA RIDGE SEED AND HYDROMULCH - FIELDS OF ST CROIX 2ND REMOVE AND REPLACE CASTING AND RINGS 6" CONCRETE PEDESTRIAN RAMP TRUNCATED DOME PANELS CONCRETE APPROACH NOSE 5" CONCRETE SIDEWALK 6" CONCRETE DRIVEWAY PAVEMENT 7" CONCRETE VALLEY GUTTER SUBTOTAL - CHANGE ORDER NO. 1 TOTAL PART 1 - TANA RIDGE GENERAL REMOVE AND REPLACE MANHOLE TOP SLAB AND CASTING RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP DRAIN TILE CLEANOUT SUBGRADE CORRECTION (EV) CONCRETE MATURITY TESTING SUBGRADE PREPARATION OF RECLAIMED SURFACE SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCH TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB23 BITUMINOUS MATERIAL FOR TACK COAT PATCH BITUMINOUS DRIVEWAY PATCH BITUMINOUS TRAIL B418 CONCRETE CURB AND GUTTER SURMOUNTABLE CONCRETE CURB AND GUTTER PARTIAL PAY ESTIMATE NO. 7 (FINAL) 2023 STREET IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2022.123 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $31,448.85 $31,448.85 0.00 $0.00 1.00 $31,448.85 2 LS 1 $2,231.29 $2,231.29 0.00 $0.00 1.00 $2,231.29 3 LF 780 $6.74 $5,257.20 0.00 $0.00 840.00 $5,661.60 4 EA 14 $121.70 $1,703.80 0.00 $0.00 14.00 $1,703.80 5 HR 40 $142.61 $5,704.40 0.00 $0.00 16.00 $2,281.76 6 EA 6 $375.97 $2,255.82 0.00 $0.00 7.00 $2,631.79 7 EA 6 $250.29 $1,501.74 0.00 $0.00 1.00 $250.29 8 EA 20 $127.81 $2,556.20 0.00 $0.00 20.00 $2,556.20 9 EA 20 $14.91 $298.20 0.00 $0.00 20.00 $298.20 10 EA 4 $250.29 $1,001.16 0.00 $0.00 4.00 $1,001.16 11 SF 20.25 $95.43 $1,932.46 0.00 $0.00 24.75 $2,361.89 12 CY 640 $51.18 $32,755.20 18.87 $965.77 366.87 $18,776.41 13 SY 2300 $9.00 $20,700.00 0.00 $0.00 392.00 $3,528.00 14 SY 2600 $13.31 $34,606.00 108.00 $1,437.48 1,974.00 $26,273.94 $143,952.32 $2,403.25 $101,005.18 15 EA 7 $1,109.84 $7,768.88 0.00 $0.00 7.00 $7,768.88 16 EA 11 $1,026.69 $11,293.59 0.00 $0.00 11.00 $11,293.59 17 EA 4 $419.14 $1,676.56 0.00 $0.00 4.00 $1,676.56 18 EA 1 $1,631.47 $1,631.47 0.00 $0.00 1.00 $1,631.47 19 EA 1 $572.13 $572.13 0.00 $0.00 1.00 $572.13 20 LF 50 $32.66 $1,633.00 0.00 $0.00 0.00 $0.00 21 EA 1 $2,662.64 $2,662.64 0.00 $0.00 1.00 $2,662.64 22 EA 1 $3,505.64 $3,505.64 0.00 $0.00 1.00 $3,505.64 23 EA 3 $5,315.06 $15,945.18 0.00 $0.00 3.00 $15,945.18 24 LF 46 $116.28 $5,348.88 0.00 $0.00 51.00 $5,930.28 25 EA 3 $1,596.13 $4,788.39 0.00 $0.00 3.00 $4,788.39 26 CY 15 $119.90 $1,798.50 0.00 $0.00 15.00 $1,798.50 27 LF 46 $4.29 $197.34 0.00 $0.00 51.00 $218.79 28 LF 350 $2.50 $875.00 0.00 $0.00 338.00 $845.00 29 LF 350 $4.99 $1,746.50 0.00 $0.00 128.00 $638.72 30 SY 220 $4.40 $968.00 0.00 $0.00 242.00 $1,064.80 31 SY 130 $4.94 $642.20 0.00 $0.00 118.00 $582.92 32 SY 3 $16.56 $49.68 0.00 $0.00 2.90 $48.02 33 SY 90 $5.51 $495.90 0.00 $0.00 94.00 $517.94 34 LF 70 $5.74 $401.80 0.00 $0.00 161.00 $924.14 35 SY 7450 $1.03 $7,673.50 0.00 $0.00 9,060.00 $9,331.80 36 CY 70 $34.88 $2,441.60 0.00 $0.00 70.00 $2,441.60 37 CY 150 $17.71 $2,656.50 0.00 $0.00 980.50 $17,364.66 38 EA 14 $1,375.66 $19,259.24 0.00 $0.00 14.00 $19,259.24 39 LF 1395 $24.99 $34,861.05 0.00 $0.00 1,395.00 $34,861.05 40 EA 14 $421.28 $5,897.92 0.00 $0.00 14.00 $5,897.92 41 CY 330 $24.63 $8,127.90 0.00 $0.00 0.00 $0.00 42 SY 9870 $1.13 $11,153.10 0.00 $0.00 9,870.00 $11,153.10 43 LS 1 $1,844.69 $1,844.69 0.00 $0.00 1.00 $1,844.69 44 TN 750 $95.17 $71,377.50 0.00 $0.00 639.14 $60,826.95 45 TN 990 $89.53 $88,634.70 0.00 $0.00 905.08 $81,031.81 46 GAL 580 $0.01 $5.80 0.00 $0.00 580.00 $5.80 47 SY 250 $29.82 $7,455.00 0.00 $0.00 309.00 $9,214.38 48 SY 90 $29.82 $2,683.80 0.00 $0.00 94.00 $2,803.08 49 LF 3140 $17.50 $54,950.00 0.00 $0.00 1,006.00 $17,605.00 50 LF 3570 $17.69 $63,153.30 0.00 $0.00 5,835.00 $103,221.15 51 LS 1 $566.24 $566.24 0.00 $0.00 0.00 $0.00 52 SF 20 $13.02 $260.40 0.00 $0.00 21.00 $273.42 53 SY 100 $93.36 $9,336.00 0.00 $0.00 96.30 $8,990.57 54 SF 380 $15.06 $5,722.80 0.00 $0.00 459.00 $6,912.54 55 SF 145 $56.62 $8,209.90 0.00 $0.00 144.00 $8,153.28 56 EA 10 $336.95 $3,369.50 0.00 $0.00 11.00 $3,706.45 $473,641.72 $0.00 $467,312.08 CLEARING SALVAGE AND REINSTALL CATCH BASIN CASTING W/ NEW RINGS SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS PATCH DOGHOUSE/INVERT PART 1 ‐ TANA RIDGE GENERAL TOTAL PART 1 ‐ TANA RIDGE GENERAL PART 2 ‐ TANA RIDGE STREET AND STORM SEWER GRUBBING SALVAGE AND REINSTALL MAILBOX TEMPORARY MAILBOX SALVAGE AND REINSTALL SIGN WITH NEW POST SIGN PANELS TYPE C TOPSOIL BORROW (LV) SEED MIXTURE 25‐131 AND EROSION CONTROL BLANKET SOD ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE BASE BID MOBILIZATION REMOVE SEDIMENT ROTATE TOP SLAB OF EXISTING STORM STRUCTURE DITCH GRADING TRAFFIC CONTROL SILT FENCE, TYPE MACHINE SLICE CATCH BASIN INLET PROTECTION STREET SWEEPING (WITH PICKUP BROOM) 6' CIPP ‐ 15" RCP 2' X 3' CATCH BASIN PER DETAIL 404 4' DIA CBMH, 4' SUMP, WITH CASTING PER DETAIL 405 15" RCP STORM SEWER, CLASS 5 15" RC FLARED END SECTION RIPRAP W/ FABRIC, CLASS III SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) STORM SEWER TELEVISING DRAIN TILE CLEANOUT SUBGRADE CORRECTION (EV) SUBGRADE PREPARATION OF RECLAIMED SURFACE SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] BITUMINOUS MATERIAL FOR TACK COAT PATCH BITUMINOUS DRIVEWAY PATCH BITUMINOUS TRAIL REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONRETE CURB AND GUTTER RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP B418 CONCRETE CURB AND GUTTER SURMOUNTABLE CONCRETE CURB AND GUTTER CONCRETE MATURITY TESTING 5" CONCRETE SIDEWALK 6" CONCRETE DRIVEWAY PAVEMENT 6" CONCRETE PEDESTRIAN RAMP TRUNCATED DOME PANELS ADJUST EXISTING VALVE BOX TOTAL PART 2 ‐ TANA RIDGE STREET AND STORM SEWER QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 57 EA 7 $200.22 $1,401.54 0.00 $0.00 8.00 $1,601.76 58 EA 7 $1,857.47 $13,002.29 0.00 $0.00 8.00 $14,859.76 59 SF 70 $13.02 $911.40 0.00 $0.00 80.00 $1,041.60 $15,315.23 $0.00 $17,503.12 $632,909.27 $2,403.25 $585,820.38 60 LS 1 $23,707.13 $23,707.13 0.00 $0.00 1.00 $23,707.13 61 LS 1 $6,981.44 $6,981.44 0.00 $0.00 1.00 $6,981.44 62 LF 1860 $6.74 $12,536.40 0.00 $0.00 200.00 $1,348.00 63 EA 28 $121.70 $3,407.60 0.00 $0.00 28.00 $3,407.60 64 HR 100 $142.61 $14,261.00 0.00 $0.00 34.00 $4,848.74 65 EA 1 $375.96 $375.96 0.00 $0.00 1.00 $375.96 66 EA 1 $250.29 $250.29 0.00 $0.00 1.00 $250.29 67 EA 57 $117.16 $6,678.12 0.00 $0.00 57.00 $6,678.12 68 EA 70 $13.31 $931.70 0.00 $0.00 70.00 $931.70 69 EA 1 $79.88 $79.88 0.00 $0.00 1.00 $79.88 70 EA 12 $239.64 $2,875.68 0.00 $0.00 12.00 $2,875.68 71 EA 1 $612.40 $612.40 0.00 $0.00 1.00 $612.40 72 SF 49 $132.07 $6,471.43 0.00 $0.00 74.75 $9,872.23 73 EA 32 $111.83 $3,578.56 0.00 $0.00 30.00 $3,354.90 74 CY 1440 $51.18 $73,699.20 4.66 $238.50 931.16 $47,656.77 75 SY 6700 $9.00 $60,300.00 0.00 $0.00 0.00 $0.00 76 SY 5700 $13.31 $75,867.00 0.00 $0.00 3,730.00 $49,646.30 $292,613.79 $238.50 $162,627.14 77 EA 19 $1,572.45 $29,876.55 0.00 $0.00 0.00 $0.00 78 EA 25 $1,026.44 $25,661.00 0.00 $0.00 25.00 $25,661.00 79 EA 4 $363.57 $1,454.28 0.00 $0.00 6.00 $2,181.42 80 LF 51 $7.63 $389.13 0.00 $0.00 62.00 $473.06 81 LF 240 $13.31 $3,194.40 0.00 $0.00 240.00 $3,194.40 82 EA 3 $338.97 $1,016.91 0.00 $0.00 3.00 $1,016.91 83 EA 7 $338.53 $2,369.71 0.00 $0.00 9.00 $3,046.77 84 EA 1 $572.13 $572.13 0.00 $0.00 1.00 $572.13 85 EA 1 $572.13 $572.13 0.00 $0.00 0.00 $0.00 86 LF 50 $32.66 $1,633.00 0.00 $0.00 50.00 $1,633.00 87 EA 9 $1,854.43 $16,689.87 0.00 $0.00 9.00 $16,689.87 88 EA 1 $815.72 $815.72 0.00 $0.00 1.00 $815.72 89 EA 2 $3,411.26 $6,822.52 0.00 $0.00 2.00 $6,822.52 90 EA 5 $4,439.86 $22,199.30 0.00 $0.00 4.00 $17,759.44 91 EA 1 $2,510.28 $2,510.28 0.00 $0.00 1.00 $2,510.28 92 LF 51 $111.69 $5,696.19 0.00 $0.00 77.00 $8,600.13 93 LF 5 $65.95 $329.75 0.00 $0.00 5.00 $329.75 94 EA 2 $1,596.01 $3,192.02 0.00 $0.00 0.00 $0.00 95 SF 100 $13.02 $1,302.00 0.00 $0.00 50.00 $651.00 96 CY 2 $119.91 $239.82 0.00 $0.00 30.00 $3,597.30 97 LF 56 $4.33 $242.48 0.00 $0.00 56.00 $242.48 98 LF 800 $2.18 $1,744.00 0.00 $0.00 790.00 $1,722.20 99 LF 480 $4.55 $2,184.00 0.00 $0.00 498.00 $2,265.90 100 SF 20 $141.20 $2,824.00 0.00 $0.00 20.00 $2,824.00 101 SY 4840 $4.40 $21,296.00 0.00 $0.00 458.00 $2,015.20 102 SY 860 $5.49 $4,721.40 0.00 $0.00 52.30 $287.13 103 SY 60 $9.23 $553.80 0.00 $0.00 34.00 $313.82 104 SY 250 $9.23 $2,307.50 0.00 $0.00 289.41 $2,671.25 105 LF 230 $12.04 $2,769.20 0.00 $0.00 199.00 $2,395.96 106 SY 19600 $1.03 $20,188.00 0.00 $0.00 23,910.00 $24,627.30 107 CY 130 $34.88 $4,534.40 0.00 $0.00 130.00 $4,534.40 108 CY 480 $14.58 $6,998.40 0.00 $0.00 2,018.00 $29,422.44 109 EA 22 $1,375.66 $30,264.52 0.00 $0.00 22.00 $30,264.52 110 LF 2200 $25.06 $55,132.00 0.00 $0.00 2,200.00 $55,132.00 111 EA 22 $421.28 $9,268.16 0.00 $0.00 22.00 $9,268.16 112 CY 870 $24.63 $21,428.10 0.00 $0.00 0.00 $0.00 113 SY 25820 $1.13 $29,176.60 0.00 $0.00 25,820.00 $29,176.60 SUBGRADE CORRECTION (EV) SUBGRADE PREPARATION OF RECLAIMED SURFACE HAUL EXCESS RECLAIMED MATERIAL OFF SITE (LV) CORE DRILL 4" DRAIN TILE CONNECTION INTO CATCH BASIN 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP DRAIN TILE CLEANOUT REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (TRAIL) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (SIDEWALK) REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE CONCRETE HYDRANT SPLASH PAD STREET NAME BLADE TOPSOIL BORROW (LV) SEED MIXTURE 25‐131 AND EROSION CONTROL BLANKET SOD STREET NAME BLADES WITH POST TOTAL PART 4 ‐ THE FIELDS OF ST CROIX 2ND ADDITION GENERAL GRUBBING SALVAGE AND REINSTALL MAILBOX TEMPORARY MAILBOX REMOVE STREET NAME BLADES AND POST SALVAGE AND REINSTALL SIGN WITH NEW POST TRAFFIC CONTROL SILT FENCE, TYPE MACHINE SLICE CATCH BASIN INLET PROTECTION STREET SWEEPING (WITH PICKUP BROOM) CLEARING TOTAL PART 3 ‐ TANA RIDGE WATER PART 4 ‐ THE FIELDS OF ST CROIX 2ND ADDITION GENERAL MOBILIZATION PART 3 ‐ TANA RIDGE WATER REMOVE AND REPLACE HYDRANT FLAG REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE REMOVE AND DISPOSE OF EXISTING STORM SEWER PIPE JET / CLEAN STORM PIPE PATCH DOGHOUSE/INVERT REMOVE SEDIMENT RIPRAP W/ FABRIC, CLASS III SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT SALVAGE AND REINSTALL PAVERS REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) SIGN PANELS TYPE C CONNECT TO EXISTING HDPE STORM SEWER PIPE 10" HDPE STORM SEWER STORM SEWER TELEVISING TOTAL ‐ TANA RIDGE (PARTS 1, 2, & 3) PART 5 ‐ THE FIELDS OF ST CROIX 2ND ADDITION STREET AND STORM SEWER REMOVE AND REPLACE CASTING AND RINGS (R‐3015‐L) SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS ROTATE TOP SLAB OF EXISTING STORM STRUCTURE SALVAGE AND REINSTALL FLARED END SECTION DITCH GRADING CONNECT EXISTING STORM PIPE TO NEW STRUCTURE 2' X 3' CATCH BASIN PER DETAIL 404 4' DIA CBMH WITH CASTING PER DETAIL 406 27" DIA CB WITH CASTING PER DETAIL 402 15" RCP STORM SEWER, CLASS 5 15" RC FLARED END SECTION 6" CONCRETE FLUME SALVAGE AND REINSTALL RECLAIM MATERIAL (CV) QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 114 LS 1 $2,949.57 $2,949.57 0.00 $0.00 1.00 $2,949.57 115 TN 1960 $95.17 $186,533.20 0.00 $0.00 1,655.75 $157,577.73 116 TN 2600 $89.53 $232,778.00 0.00 $0.00 2,413.21 $216,054.69 117 GAL 1520 $0.01 $15.20 0.00 $0.00 1,520.00 $15.20 118 SY 630 $29.82 $18,786.60 0.00 $0.00 848.35 $25,297.80 119 SY 60 $29.82 $1,789.20 0.00 $0.00 87.10 $2,597.32 120 LF 9200 $17.72 $163,024.00 124.00 $2,197.28 9,255.00 $163,998.60 121 LF 7910 $17.44 $137,950.40 0.00 $0.00 7,940.00 $138,473.60 122 LS 1 $566.24 $566.24 0.00 $0.00 0.00 $0.00 123 SF 230 $7.00 $1,610.00 0.00 $0.00 272.00 $1,904.00 124 SY 300 $73.52 $22,056.00 0.00 $0.00 371.10 $27,283.27 125 SY 40 $106.35 $4,254.00 0.00 $0.00 40.00 $4,254.00 126 SF 500 $15.06 $7,530.00 0.00 $0.00 541.30 $8,151.98 127 SF 136 $56.62 $7,700.32 0.00 $0.00 124.00 $7,020.88 128 SF 25 $16.99 $424.75 0.00 $0.00 25.00 $424.75 129 EA 16 $168.47 $2,695.52 0.00 $0.00 15.00 $2,527.05 $1,132,832.27 $2,197.28 $1,051,248.50 130 EA 15 $200.17 $3,002.55 0.00 $0.00 16.00 $3,202.72 131 EA 15 $1,857.47 $27,862.05 0.00 $0.00 16.00 $29,719.52 132 SF 170 $13.02 $2,213.40 0.00 $0.00 160.00 $2,083.20 $33,078.00 $0.00 $35,005.44 $1,458,524.06 $2,435.78 $1,248,881.08 $143,952.32 $2,403.25 $101,005.18 $473,641.72 $0.00 $467,312.08 $15,315.23 $0.00 $17,503.12 $292,613.79 $238.50 $162,627.14 $1,132,832.27 $2,197.28 $1,051,248.50 $33,078.00 $0.00 $35,005.44 TOTALS ‐ BASE CONTRACT $2,091,433.33 $4,839.03 $1,834,701.46 CO1‐1 EA 19                  $2,597.45 $49,351.55 0 $0.00 19 $49,351.55 77 EA 19                  ‐$1,572.45 ‐$29,876.55 0 $0.00 0 $0.00 $19,475.00 $0.00 $49,351.55 CO2‐1 EA 1                     $4,704.20 $4,704.20 0 $0.00 1 $4,704.20 CO2‐2 SY 1,725             $5.50 $9,487.50 757 $4,163.50 2,393 $13,161.50 CO2‐3 SY 5,025             $5.50 $27,637.50 1,462 $8,041.00 5,842 $32,131.00 CO2‐4 LS 1                     $1,120.94 $1,120.94 0 $0.00 1 $1,120.94 CO2‐5 EA 8                     $1,600.00 $12,800.00 0 $0.00 8 $12,800.00 CO2‐6 EA 5                     $1,800.00 $9,000.00 0 $0.00 5 $9,000.00 CO2‐7 EA 1                     $2,270.00 $2,270.00 0 $0.00 1 $2,270.00 CO2‐8 EA 12                  $185.00 $2,220.00 0 $0.00 12 $2,220.00 $69,240.14 $12,204.50 $77,407.64 TOTALS ‐ REVISED CONTRACT $2,180,148.47 $17,043.53 $1,961,460.65 CHANGE ORDER NO. 2 CONSTRUCT BLOCK / BARREL STRUCTURE ‐ CBMH 8 SEED AND HYDROMULCH ‐ TANA RIDGE SUBTOTAL ‐ CHANGE ORDER NO. 2 SEED AND HYDROMULCH ‐ FIELDS OF ST CROIX 2ND EXPLORATORY DIGGING INSTALL HYDRANT EXTENSION ‐ 6 INCH INSTALL HYDRANT EXTENSION ‐ 12 INCH INSTALL HYDRANT EXTENSION ‐ 24 INCH REPLACE GATE VALVE BOX TOP SECTION TOTAL PART 3 ‐ TANA RIDGE WATER TOTAL PART 4 ‐ THE FIELDS OF ST CROIX 2ND ADDITION GENERAL TOTAL PART 5 ‐ THE FIELDS OF ST CROIX 2ND ADDITION STREETS TRUNCATED DOME PANELS CONCRETE APPROACH NOSE TOTAL PART 5 ‐ THE FIELDS OF ST CROIX STREETS TOTAL PART 1 ‐ TANA RIDGE GENERAL TOTAL PART 2 ‐ TANA RIDGE STREET & STORM SEWER CONCRETE MATURITY TESTING 5" CONCRETE SIDEWALK 6" CONCRETE DRIVEWAY PAVEMENT 7" CONCRETE VALLEY GUTTER 6" CONCRETE PEDESTRIAN RAMP PART 6 ‐ THE FIELDS OF ST CROIX 2ND ADDITION WATER REMOVE AND REPLACE HYDRANT FLAG REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE CONCRETE HYDRANT SPLASH PAD TOTAL PART 6 ‐ THE FIELDS OF ST CROIX 2ND ADDITION WATER BITUMINOUS MATERIAL FOR TACK COAT PATCH BITUMINOUS DRIVEWAY PATCH BITUMINOUS TRAIL B418 CONCRETE CURB AND GUTTER SURMOUNTABLE CONCRETE CURB AND GUTTER SALVAGE, STOCKPILE, AND RESPREAD RECLAIMED MATERIAL (UTILITY TRENCHES) TYPE SP 9.5 BITUMINOUS WEARING COURSE MIXTURE (2,C) [SPWEA230C] TYPE SP 12.5 BITUMINOUS NON WEARING COURSE MIXTURE (2,C) [SPNWB230C] SUBTOTAL ‐ CHANGE ORDER NO. 1 REMOVE AND REPLACE CASTING AND RINGS ADJUST EXISTING VALVE BOX CHANGE ORDER NO. 1 REMOVE AND REPLACE MANHOLE TOP SLAB AND CASTING TOTAL ‐ THE FIELDS OF ST CROIX 2ND ADDITION (PARTS 4, 5, & 6) TOTAL PART 6 ‐ THE FIELDS OF ST CROIX 2ND ADDITION WATER CITY OF LAKE ELMO, MN 2023 STREET IMPROVEMENTS PROJECT NO. 2022.123 CERTIFICATE OF COMPLETION DATE OF ISSUANCE: SEPTEMBER 3, 2024 OWNER: CITY OF LAKE ELMO, MN CONTRACTOR: MILLER EXCAVATING, INC. PROJECT NAME: 2023 STREET IMPROVEMENTS PROJECT NO.: 2022.123 This Certification of Completion applies to all work under the Contract Documents This Certification of Completion applies to the following specified parts of the Contract Documents I do hereby certify that the work to which this Certificate applies has been constructed in accordance with the Contract dated April 18, 2023. The above-mentioned improvement is hereby declared to be complete and acceptance of this work is recommended. DATE OF COMPLETION: September 3, 2024 Michael Rusenovich Reg. No. 58717 FOCUS Engineering, Inc. THE WARRANTY PERIOD BEGINS September 3, 2024 AND ENDS September 3, 2025