Loading...
HomeMy WebLinkAbout#09 - 2023 Street Improvements Pay Req 4 STAFF REPORT DATE: October 17, 2023 CONSENT AGENDA ITEM: Approve Pay Request No. 4 for the 2023 Street Improvements SUBMITTED BY: Mike Rusenovich, Project Engineer REVIEWED BY: Kristina Handt, City Administrator Clarissa Hadler, Finance Director Marty Powers, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 4 for the 2023 Street Improvements? BACKGROUND: Miller Excavating, Inc. was awarded a construction contract on April 18, 2023 to complete the 2023 Street Improvements. Work remains in progress with a substantial completion date of October 6, 2023 and final completion date of November 17, 2023. PROPOSAL DETAILS/ANALYSIS: Miller Excavating, Inc. has submitted Partial Pay Request No. 4 in the amount of $71,130.76. 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 $79,675.27. 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. 4 for the 2023 Street Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 4 to Miller Excavating, Inc. in the amount of $71,130.76 for the 2023 Street Improvements”. ATTACHMENTS: 1. Partial Pay Estimate No. 4. PARTIAL PAY ESTIMATE NO. 4 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 $0.00 420.00 $2,830.80 4 EA 14 $121.70 $1,703.80 6.00 $730.20 13.00 $1,582.10 5 HR 40 $142.61 $5,704.40 0.00 $0.00 6.50 $926.97 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 10.00 $1,278.10 20.00 $2,556.20 9 EA 20 $14.91 $298.20 10.00 $149.10 20.00 $298.20 10 EA 4 $250.29 $1,001.16 2.00 $500.58 4.00 $1,001.16 11 SF 20.25 $95.43 $1,932.46 20.25 $1,932.46 20.25 $1,932.46 12 CY 640 $51.18 $32,755.20 0.00 $0.00 348.00 $17,810.64 13 SY 2300 $9.00 $20,700.00 392.00 $3,528.00 392.00 $3,528.00 14 SY 2600 $13.31 $34,606.00 1,833.00 $24,397.23 1,833.00 $24,397.23 $143,952.32 $32,515.67 $93,425.97 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 0.00 $0.00 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 0.00 $0.00 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 $0.00 200.00 $2.00 47 SY 250 $29.82 $7,455.00 68.30 $2,036.71 309.00 $9,214.38 48 SY 90 $29.82 $2,683.80 55.00 $1,640.10 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 $3,676.81 $406,262.54 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 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 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 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 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) 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 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 1.00 $200.22 8.00 $1,601.76 58 EA 7 $1,857.47 $13,002.29 1.00 $1,857.47 8.00 $14,859.76 59 SF 70 $13.02 $911.40 10.00 $130.20 80.00 $1,041.60 $15,315.23 $2,187.89 $17,503.12 $632,909.27 $38,380.36 $517,191.63 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 $0.00 100.00 $674.00 63 EA 28 $121.70 $3,407.60 14.00 $1,703.80 28.00 $3,407.60 64 HR 100 $142.61 $14,261.00 7.50 $1,069.58 20.00 $2,852.20 65 EA 1 $375.96 $375.96 0.00 $0.00 1.00 $375.96 66 EA 1 $250.29 $250.29 1.00 $250.29 1.00 $250.29 67 EA 57 $117.16 $6,678.12 22.00 $2,577.52 57.00 $6,678.12 68 EA 70 $13.31 $931.70 35.00 $465.85 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 6.00 $1,437.84 12.00 $2,875.68 71 EA 1 $612.40 $612.40 1.00 $612.40 1.00 $612.40 72 SF 49 $132.07 $6,471.43 49.00 $6,471.43 49.00 $6,471.43 73 EA 32 $111.83 $3,578.56 30.00 $3,354.90 30.00 $3,354.90 74 CY 1440 $51.18 $73,699.20 150.00 $7,677.00 926.50 $47,418.27 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 0.00 $0.00 $292,613.79 $25,620.61 $106,671.00 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 0.00 $0.00 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 7.00 $2,369.71 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 0.00 $0.00 96 CY 2 $119.91 $239.82 12.00 $1,438.92 30.00 $3,597.30 97 LF 56 $4.33 $242.48 0.00 $0.00 0.00 $0.00 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 10.00 $1,412.00 101 SY 4840 $4.40 $21,296.00 29.00 $127.60 458.00 $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 8.00 $96.32 199.00 $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 $29,176.60 540.00 $610.20 25,820.00 $29,176.60 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) 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 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 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 SUBGRADE CORRECTION (EV) SUBGRADE PREPARATION OF RECLAIMED SURFACE 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 0.00 $0.00 116 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 $0.00 450.00 $4.50 118 SY 630 $29.82 $18,786.60 190.00 $5,665.80 848.35 $25,297.80 119 SY 60 $29.82 $1,789.20 16.00 $477.12 87.10 $2,597.32 120 LF 9200 $17.72 $163,024.00 0.00 $0.00 9,131.00 $161,801.32 121 LF 7910 $17.44 $137,950.40 8.00 $139.52 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 $8,555.48 $885,285.85 130 EA 15 $200.17 $3,002.55 1.00 $200.17 16.00 $3,202.72 131 EA 15 $1,857.47 $27,862.05 1.00 $1,857.47 16.00 $29,719.52 132 SF 170 $13.02 $2,213.40 20.00 $260.40 160.00 $2,083.20 $33,078.00 $2,318.04 $35,005.44 $1,458,524.06 $36,494.13 $1,026,962.29 $143,952.32 $32,515.67 $93,425.97 $473,641.72 $3,676.81 $406,262.54 $15,315.23 $2,187.89 $17,503.12 $292,613.79 $25,620.61 $106,671.00 $1,132,832.27 $8,555.48 $885,285.85 $33,078.00 $2,318.04 $35,005.44 TOTALS ‐ BASE CONTRACT $2,091,433.33 $74,874.49 $1,544,153.92 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 TOTALS ‐ REVISED CONTRACT $2,110,908.33 $74,874.49 $1,593,505.47 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 ADJUST EXISTING VALVE BOX SUBTOTAL ‐ CHANGE ORDER NO. 1 REMOVE AND REPLACE CASTING AND RINGS 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] 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