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HomeMy WebLinkAbout#03 - 2024 Street and Utilities Pay Request 3 STAFF REPORT DATE: August 20, 2024 CONSENT AGENDA ITEM: Approve Pay Request No. 3 for the 2024 Street and Utility Improvements SUBMITTED BY: Mike Rusenovich, Project Engineer REVIEWED BY: Nicole Miller, City Administrator Clarissa Handler, Finance Director Marty Powers, Public Works Director Jack Griffin, City Engineer ISSUE BEFORE COUNCIL: Should the City Council approve Pay Request No. 3 for the 2024 Street and Utility Improvements? BACKGROUND: Northdale Construction Company, Inc. was awarded a construction contract on April 16, 2024 to complete the 2024 Street and Utility Improvements. Work remains in progress with a substantial completion date of September 23, 2024 and final completion date of October 25, 2024. PROPOSAL DETAILS/ANALYSIS: Northdale Construction Company, Inc. has submitted Partial Pay Request No. 3 in the amount of $467,312.05. 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 $74,647.43. 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. 3 for the 2024 Street and Utility Improvements. If removed from the consent agenda, the recommended motion for the action is as follows: “Move to approve Pay Request No. 3 to Northdale Construction Company, Inc. in the amount of $467,312.05 for the 2024 Street and Utility Improvements”. ATTACHMENTS: 1. Partial Pay Estimate No. 3. PARTIAL PAY ESTIMATE NO. 3 2024 STREET & UTILITY IMPROVEMENTS CITY OF LAKE ELMO, MINNESOTA PROJECT NO. 2023.111 QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT 1 LS 1 $21,085.00 $21,085.00 0.00 $0.00 1.00 $21,085.00 2 LS 1 $997.50 $997.50 0.00 $0.00 1.00 $997.50 3 LF 60 $1.97 $118.20 8.00 $15.76 8.00 $15.76 4 LF 150 $4.20 $630.00 0.00 $0.00 150.00 $630.00 5 EA 2 $250.00 $500.00 0.00 $0.00 1.00 $250.00 6 HR 20 $152.25 $3,045.00 22.75 $3,463.69 22.75 $3,463.69 7 MGAL 10 $65.00 $650.00 0.00 $0.00 0.00 $0.00 8 EA 3 $367.50 $1,102.50 0.00 $0.00 8.00 $2,940.00 9 EA 3 $262.50 $787.50 0.00 $0.00 8.00 $2,100.00 10 HR 5 $86.10 $430.50 0.00 $0.00 5.00 $430.50 11 EA 19 $141.75 $2,693.25 0.00 $0.00 8.00 $1,134.00 12 EA 19 $78.75 $1,496.25 0.00 $0.00 16.00 $1,260.00 13 EA 1 $288.75 $288.75 0.00 $0.00 0.50 $144.38 14 SF 5 $141.75 $708.75 0.00 $0.00 0.00 $0.00 15 CY 790 $28.35 $22,396.50 0.00 $0.00 0.00 $0.00 16 SY 300 $2.89 $867.00 0.00 $0.00 0.00 $0.00 17 SY 3300 $9.98 $32,934.00 0.00 $0.00 0.00 $0.00 $90,730.70 $3,479.45 $34,450.82 18 LF 135 $15.00 $2,025.00 90.00 $1,350.00 143.00 $2,145.00 19 LF 158 $70.97 $11,213.26 158.00 $11,213.26 158.00 $11,213.26 20 LF 122 $83.00 $10,126.00 158.00 $13,114.00 158.00 $13,114.00 21 EA 10 $628.62 $6,286.20 10.00 $6,286.20 10.00 $6,286.20 22 EA 4 $1,455.93 $5,823.72 4.00 $5,823.72 4.00 $5,823.72 23 EA 2 $3,281.11 $6,562.22 2.00 $6,562.22 2.00 $6,562.22 24 LF 290 $2.05 $594.50 267.00 $547.35 267.00 $547.35 25 LF 70 $5.78 $404.60 72.00 $416.16 100.00 $578.00 26 SY 460 $10.00 $4,600.00 96.00 $960.00 402.00 $4,020.00 27 SY 140 $10.00 $1,400.00 57.00 $570.00 127.00 $1,270.00 28 LF 50 $5.00 $250.00 0.00 $0.00 50.00 $250.00 29 SY 3200 $3.68 $11,776.00 0.00 $0.00 3,200.00 $11,776.00 30 CY 130 $24.84 $3,229.20 0.00 $0.00 0.00 $0.00 31 CY 130 $34.84 $4,529.20 88.90 $3,097.28 88.90 $3,097.28 32 SY 3010 $2.00 $6,020.00 1,500.00 $3,000.00 1,500.00 $3,000.00 33 CY 80 $20.00 $1,600.00 0.00 $0.00 80.00 $1,600.00 34 CY 90 $20.00 $1,800.00 0.00 $0.00 0.00 $0.00 35 TN 300 $100.80 $30,240.00 0.00 $0.00 0.00 $0.00 36 TN 400 $91.35 $36,540.00 0.00 $0.00 0.00 $0.00 37 GAL 240 $2.10 $504.00 0.00 $0.00 0.00 $0.00 38 SY 430 $51.50 $22,145.00 0.00 $0.00 0.00 $0.00 39 LF 600 $17.80 $10,680.00 0.00 $0.00 0.00 $0.00 40 LF 1750 $13.76 $24,080.00 0.00 $0.00 0.00 $0.00 41 SY 160 $122.17 $19,547.20 0.00 $0.00 0.00 $0.00 42 EA 1 $800.00 $800.00 0.00 $0.00 0.00 $0.00 $222,776.10 $52,940.19 $71,283.03 43 LF 874 $7.50 $6,555.00 0.00 $0.00 862.00 $6,465.00 44 EA 1 $1,625.00 $1,625.00 0.00 $0.00 1.00 $1,625.00 45 EA 2 $250.00 $500.00 0.00 $0.00 3.00 $750.00 46 EA 1 $1,366.24 $1,366.24 0.00 $0.00 2.00 $2,732.48 47 LF 694 $5.00 $3,470.00 489.00 $2,445.00 509.00 $2,545.00 48 EA 12 $100.00 $1,200.00 12.00 $1,200.00 12.00 $1,200.00 49 LS 1 $13,000.00 $13,000.00 0.50 $6,500.00 1.00 $13,000.00 50 EA 2 $2,362.87 $4,725.74 0.00 $0.00 3.00 $7,088.61 51 EA 1 $2,867.54 $2,867.54 0.00 $0.00 0.00 $0.00 52 EA 1 $9,572.00 $9,572.00 0.00 $0.00 1.00 $9,572.00 53 EA 1 $2,000.12 $2,000.12 0.00 $0.00 1.00 $2,000.12 54 EA 2 $2,315.13 $4,630.26 0.00 $0.00 2.00 $4,630.26 BASE BID MOBILIZATION 12" CS APRON 12" RCP FLARED END SECTION 4' DIA CBMH WITH CASTING PER DETAIL 406 TRAFFIC CONTROL SILT FENCE, TYPE MACHINE SLICE SEDIMENT CONTROL LOG, TYPE WOOD FIBER CATCH BASIN INLET PROTECTION PART 1 - JAMACA COURT GENERAL TOTAL PART 1 - JAMACA COURT GENERAL PART 2 - JAMACA COURT STREET AND STORM SEWER WATER FOR DUST CONTROL CLEARING GRUBBING SALVAGE AND REINSTALL RECLAIM MATERIAL (WIDENING AREAS) (CV) 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 ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE TREE TRIMMING SALVAGE AND REINSTALL MAILBOX TEMPORARY MAILBOX SEED MIXTURE 25-131 AND EROSION CONTROL BLANKET SOD REMOVE AND REPLACE PERMANENT BARRICADE SIGN PANELS TYPE C TOPSOIL BORROW (LV) STREET SWEEPING (WITH PICKUP BROOM) REMOVE CULVERT 12" CS PIPE CULVERT 12" RCP STORM SEWER, CL V SAWCUT BITUMINOUS PAVEMENT SAWCUT CONCRETE PAVEMENT REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) 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 HAUL EXCESS RECLAIMED MATERIAL OFF SITE (EV) EXCAVATION - COMMON (WIDENING AREAS) (EV) B618 CONCRETE CURB AND GUTTER RIBBON CURB 6" CONCRETE DRIVEWAY PAVEMENT ADJUST EXISTING VALVE BOX TEMPORARY WATER SYSTEM CONNECT TO EXISTING 4" WATERMAIN CONNECT TO EXISTING 12" WATERMAIN CUT IN 16" X 12" TEE 4" GATE VALVE AND BOX REMOVE HYDRANT AND GATE VALVE REMOVE GATE VALVE AND BOX REMOVE AND REPLACE VALVE BOX REMOVE WATER SERVICE REMOVE CURB STOP AND BOX 6" GATE VALVE AND BOX TOTAL PART 2 - JAMACA COURT STREET AND STORM SEWER PART 3 - JAMACA COURT WATER SYSTEM REMOVE WATERMAIN QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 55 EA 1 $3,116.28 $3,116.28 0.00 $0.00 1.00 $3,116.28 56 EA 2 $5,367.94 $10,735.88 0.00 $0.00 3.00 $16,103.82 57 LF 2 $374.12 $748.24 0.00 $0.00 0.00 $0.00 58 EA 2 $7,011.35 $14,022.70 0.00 $0.00 2.00 $14,022.70 59 LF 1 $1,629.24 $1,629.24 0.00 $0.00 0.00 $0.00 60 LF 15 $95.87 $1,438.05 0.00 $0.00 7.00 $671.09 61 LF 20 $85.82 $1,716.40 0.00 $0.00 18.00 $1,544.76 62 LF 45 $99.53 $4,478.85 0.00 $0.00 48.00 $4,777.44 63 LF 1215 $118.31 $143,746.65 0.00 $0.00 1,212.00 $143,391.72 64 EA 12 $260.09 $3,121.08 12.00 $3,121.08 12.00 $3,121.08 65 EA 12 $522.78 $6,273.36 12.00 $6,273.36 12.00 $6,273.36 66 LF 440 $53.09 $23,359.60 394.00 $20,917.46 394.00 $20,917.46 67 EA 12 $189.38 $2,272.56 12.00 $2,272.56 12.00 $2,272.56 68 LB 1440 $15.53 $22,363.20 0.00 $0.00 1,758.00 $27,301.74 69 LF 130 $12.00 $1,560.00 0.00 $0.00 0.00 $0.00 70 SF 30 $12.29 $368.70 0.00 $0.00 0.00 $0.00 71 EA 3 $157.50 $472.50 0.00 $0.00 0.00 $0.00 $292,935.19 $42,729.46 $295,122.48 $606,441.99 $99,149.09 $400,856.33 72 LS 1 $24,130.00 $24,130.00 0.00 $0.00 1.00 $24,130.00 73 LS 1 $4,252.50 $4,252.50 0.00 $0.00 1.00 $4,252.50 74 LF 50 $3.68 $184.00 0.00 $0.00 550.00 $2,024.00 75 EA 30 $250.00 $7,500.00 0.00 $0.00 15.00 $3,750.00 76 HR 40 $152.25 $6,090.00 9.00 $1,370.25 40.00 $6,090.00 77 MGAL 60 $65.00 $3,900.00 40.00 $2,600.00 60.00 $3,900.00 78 EA 2 $472.50 $945.00 0.00 $0.00 12.00 $5,670.00 79 EA 2 $367.50 $735.00 0.00 $0.00 16.00 $5,880.00 80 LS 1 $1,260.00 $1,260.00 0.00 $0.00 1.00 $1,260.00 81 EA 19 $141.75 $2,693.25 29.00 $4,110.75 59.00 $8,363.25 82 EA 19 $78.75 $1,496.25 0.00 $0.00 59.00 $4,646.25 83 EA 9 $105.00 $945.00 0.00 $0.00 0.00 $0.00 84 EA 28 $168.00 $4,704.00 0.00 $0.00 0.00 $0.00 85 SF 19 $141.75 $2,693.25 0.00 $0.00 0.00 $0.00 86 CY 1940 $28.35 $54,999.00 574.00 $16,272.90 590.00 $16,726.50 87 SY 700 $2.89 $2,023.00 770.00 $2,225.30 770.00 $2,225.30 88 SY 2200 $9.98 $21,956.00 225.00 $2,245.50 480.00 $4,790.40 $140,506.25 $28,824.70 $93,708.20 89 EA 10 $2,675.38 $26,753.80 0.00 $0.00 11.00 $29,429.18 90 EA 53 $1,419.65 $75,241.45 20.00 $28,393.00 20.00 $28,393.00 91 EA 10 $866.67 $8,666.70 0.00 $0.00 11.00 $9,533.37 92 LF 27 $20.00 $540.00 0.00 $0.00 113.00 $2,260.00 93 LF 621 $9.92 $6,160.32 0.00 $0.00 0.00 $0.00 94 EA 3 $750.00 $2,250.00 0.00 $0.00 4.00 $3,000.00 95 EA 2 $1,000.00 $2,000.00 1.00 $1,000.00 2.00 $2,000.00 96 EA 1 $1,272.50 $1,272.50 0.00 $0.00 1.00 $1,272.50 97 EA 1 $1,500.00 $1,500.00 0.00 $0.00 1.00 $1,500.00 98 EA 1 $10,483.20 $10,483.20 0.00 $0.00 0.00 $0.00 99 EA 14 $1,625.00 $22,750.00 0.00 $0.00 14.00 $22,750.00 100 EA 3 $2,166.67 $6,500.01 0.00 $0.00 3.00 $6,500.01 101 EA 14 $3,517.25 $49,241.50 0.00 $0.00 14.00 $49,241.50 102 EA 1 $15,468.87 $15,468.87 0.00 $0.00 1.00 $15,468.87 103 EA 2 $4,511.72 $9,023.44 0.00 $0.00 2.00 $9,023.44 104 EA 1 $4,647.97 $4,647.97 0.00 $0.00 1.00 $4,647.97 105 LF 109 $93.42 $10,182.78 0.00 $0.00 222.00 $20,739.24 106 LF 30 $12.00 $360.00 0.00 $0.00 0.00 $0.00 107 CY 210 $130.35 $27,373.50 238.00 $31,023.30 238.00 $31,023.30 108 CY 15 $390.80 $5,862.00 5.00 $1,954.00 17.00 $6,643.60 109 LF 421 $10.29 $4,332.09 0.00 $0.00 0.00 $0.00 110 LF 430 $2.05 $881.50 67.00 $137.35 947.00 $1,941.35 111 LF 220 $5.78 $1,271.60 0.00 $0.00 337.00 $1,947.86 112 SF 90 $44.10 $3,969.00 0.00 $0.00 0.00 $0.00 113 SY 270 $10.00 $2,700.00 68.00 $680.00 298.00 $2,980.00 VALVE BOX EXTENSION HYDRANT HYDRANT EXTENSION 4" DIP, CL 52 WATERMAIN, INCL POLY WRAP 6" DIP, CL 52 WATERMAIN, INCL POLY WRAP 8" DIP, CL 52 WATERMAIN, INCL POLY WRAP 12" DIP, CL 52 WATERMAIN, INCL POLY WRAP 1" CORPORATION STOP 1" CURB STOP AND BOX CLEARING AND GRUBBING - AREA 1 SALVAGE AND REINSTALL MAILBOX TEMPORARY MAILBOX TRAFFIC CONTROL 1" WATER SERVICE RECONNECT WATER SERVICE DUCTILE IRON FITTINGS GRANULAR MATERIAL BEDDING SEDIMENT CONTROL LOG, TYPE WOOD FIBER CATCH BASIN INLET PROTECTION STREET SWEEPING (WITH PICKUP BROOM) WATER FOR DUST CONTROL SAWCUT BITUMINOUS PAVEMENT 8" GATE VALVE AND BOX 12" GATE VALVE AND BOX TOTAL - JAMACA COURT (PARTS 1, 2, & 3) TOTAL PART 3 - JAMACA COURT WATER SYSTEM PART 4 - CARRIAGE STATION GENERAL MOBILIZATION CONCRETE HYDRANT SPLASH PAD OFFROAD STRUCTURE MARKER SIGN PANELS TYPE C TOPSOIL BORROW (LV) SEED MIXTURE 35-241 AND EROSION CONTROL BLANKET SOD SALVAGE AND REINSTALL SIGN PANEL ON NEW POST CLEARING GRUBBING 4' DIA CBMH WITH CASTING PER DETAIL 406 4' DIA MH WITH CASTING PER DETAIL 409 GRANULAR MATERIAL BEDDING REMOVE AND DISPOSE OF EXISTING STORM SEWER STRUCTURE REMOVE STORM SEWER PIPE JET / CLEAN STORM PIPE PATCH DOGHOUSE/INVERT CONSTRUCT CONCRETE COLLAR AND DOGHOUSE RIPRAP W/ FABRIC, CLASS III PART 5 - CARRIAGE STATION STREET AND STORM SEWER REMOVE AND REPLACE CASTING AND RINGS W/ ADAPTER PLATE (R-3067-V) SALVAGE AND REINSTALL MANHOLE CASTING W/ NEW RINGS REMOVE AND REPLACE 12" FES SALVAGE AND REINSTALL 24" HDPE FLARED END SECTION 5' CIPP, 24" HDPE CONNECT EXISTING STORM PIPE TO NEW STRUCTURE 2' X 3' CATCH BASIN PER DETAIL 404 5' DIA CBMH WITH SUMP AND CASTING PER DETAIL 405 REMOVE AND DISPOSE OF BITUMINOUS PAVEMENT (DRIVEWAY) STREET NAME BLADES CONNECT TO EXISTING STRUCTURE 15" RCP STORM SEWER, CLASS 5 STORM SEWER TELEVISING SAWCUT CONCRETE PAVEMENT SALVAGE AND REINSTALL PAVERS POND EXCAVATION (EV) TOTAL PART 4 - CARRIAGE STATIONGENERAL QUANTITY UNIT PRICE AMOUNT QUANTITY AMOUNT QUANTITY AMOUNT ITEM DESCRIPTION OF PAY ITEM UNIT CONTRACT THIS PERIOD TOTAL TO DATE 114 SY 220 $10.00 $2,200.00 0.00 $0.00 214.00 $2,140.00 115 SY 5 $10.00 $50.00 0.00 $0.00 5.00 $50.00 116 LF 4920 $5.00 $24,600.00 0.00 $0.00 6,745.00 $33,725.00 117 SY 19510 $3.42 $66,724.20 0.00 $0.00 19,510.00 $66,724.20 118 CY 1630 $20.00 $32,600.00 0.00 $0.00 1,630.00 $32,600.00 119 EA 15 $300.00 $4,500.00 0.00 $0.00 15.00 $4,500.00 120 LF 2000 $37.53 $75,060.00 3.00 $112.59 2,003.00 $75,172.59 121 EA 26 $342.65 $8,908.90 0.00 $0.00 26.00 $8,908.90 122 CY 120 $24.84 $2,980.80 0.00 $0.00 120.00 $2,980.80 123 CY 660 $34.84 $22,994.40 0.00 $0.00 16.30 $567.89 124 SY 19510 $2.00 $39,020.00 8,510.00 $17,020.00 19,510.00 $39,020.00 125 LS 1 $13,000.00 $13,000.00 0.00 $0.00 1.00 $13,000.00 126 TN 1940 $93.45 $181,293.00 0.00 $0.00 0.00 $0.00 127 TN 2590 $89.25 $231,157.50 2,191.22 $195,566.39 2,191.22 $195,566.39 128 GAL 1510 $2.10 $3,171.00 150.00 $315.00 150.00 $315.00 129 SY 250 $51.50 $12,875.00 297.60 $15,326.40 297.60 $15,326.40 130 LF 2720 $28.51 $77,547.20 0.00 $0.00 2,240.00 $63,862.40 131 LF 2000 $15.49 $30,980.00 0.00 $0.00 3,575.00 $55,376.75 132 LF 30 $26.88 $806.40 0.00 $0.00 741.00 $19,918.08 133 LF 260 $18.27 $4,750.20 0.00 $0.00 260.00 $4,750.20 134 SY 210 $115.76 $24,309.60 0.00 $0.00 214.00 $24,772.64 135 SY 200 $146.80 $29,360.00 200.00 $29,360.00 215.00 $31,562.00 136 SF 60 $18.33 $1,099.80 96.00 $1,759.68 96.00 $1,759.68 137 SF 16 $54.50 $872.00 16.00 $872.00 16.00 $872.00 138 EA 9 $750.01 $6,750.09 0.00 $0.00 0.00 $0.00 $1,197,042.32 $323,519.71 $943,766.11 139 EA 3 $1,366.24 $4,098.72 1.00 $1,366.24 4.00 $5,464.96 140 EA 2 $772.50 $1,545.00 10.00 $7,725.00 10.00 $7,725.00 141 EA 3 $500.00 $1,500.00 0.00 $0.00 3.00 $1,500.00 142 EA 1 $138.15 $138.15 0.00 $0.00 0.00 $0.00 143 EA 16 $660.93 $10,574.88 16.00 $10,574.88 16.00 $10,574.88 144 SF 220 $15.75 $3,465.00 0.00 $0.00 0.00 $0.00 $21,321.75 $19,666.12 $25,264.84 $1,358,870.32 $372,010.53 $1,062,739.15 $90,730.70 $3,479.45 $34,450.82 $222,776.10 $52,940.19 $71,283.03 $292,935.19 $42,729.46 $295,122.48 $140,506.25 $28,824.70 $93,708.20 $1,197,042.32 $323,519.71 $943,766.11 $21,321.75 $19,666.12 $25,264.84 TOTALS - BASE CONTRACT $1,965,312.31 $471,159.62 $1,463,595.48 CO1-1 LF 20 $100.00 $2,000.00 0 $0.00 10 $1,000.00 CO1-2 EA 1 $2,123.68 $2,123.68 0 $0.00 1 $2,123.68 CO1-3 EA 1 $5,481.65 $5,481.65 0 $0.00 1 $5,481.65 $9,605.33 $0.00 $8,605.33 CO1-1 LS 1 $150.00 $150.00 1 $150.00 1 $150.00 CO1-2 LS 1 $10,334.25 $10,334.25 1 $10,334.25 1 $10,334.25 CO1-3 TN 205.60 $49.92 $10,263.55 205.60 $10,263.55 205.60 $10,263.55 $20,747.80 $20,747.80 $20,747.80 TOTALS - REVISED CONTRACT $1,995,665.44 $491,907.42 $1,492,948.61 CHANGE ORDER NO. 2 REPAIR SK-4 ACCESS ROUTE SPRINKLER SYSTEM CUT IN 16"x12" DIP TEE PIPE FOUNDATION ROCK SUBTOTAL - CHANGE ORDER NO. 2 REMOVE AND REPLACE TOP SLAB WITH SALVAGED CASTING TOTAL PART 3 - JAMACA COURT WATER SYSTEM TOTAL PART 4 - CARRIAGE STATION GENERAL TOTAL PART 5 - CARRIAGE STATION STREET AND STORM SEWER TOTAL PART 5 - CARRIAGE STATION STREET AND STORM SEWER TOTAL PART 1 - JAMACA COURT GENERAL TOTAL PART 2 - JAMACA COURT STREET & STORM SEWER 6" CONCRETE DRIVEWAY PAVEMENT 4" PERFORATED PVC EDGE DRAIN W/ BACKFILL & WRAP DRAIN TILE CLEANOUT EXCAVATION - COMMON (PARKING BAYS) (EV) SUBGRADE CORRECTION (EV) TOTAL PART 6 - CARRIAGE STATION WATER SYSTEM PATCH BITUMINOUS DRIVEWAY D412 CONCRETE CURB AND GUTTER (HAND POURED) D412 CONCRETE CURB AND GUTTER (MACHINE POURED) B612 CONCRETE CURB AND GUTTER (HAND POURED) B612 CONCRETE CURB AND GUTTER (MACHINE POURED) 8" CONCRETE PARKING PAVEMENT 6" CONCRETE PEDESTRIAN CURB RAMP TRUNCATED DOME PANELS ADJUST EXISTING VALVE BOX PART 6 - CARRIAGE STATION WATER SYSTEM REMOVE AND REPLACE VALVE BOX REMOVE AND REPLACE HYDRANT NOZZLE WITH 5" STORZ NOZZLE CONCRETE HYDRANT SPLASH PAD REMOVE AND REPLACE VALVE BOX TOP SECTION STRAIGHTEN VALVE BOX TOP SECTION TOTAL - CARRIAGE STATION (PARTS 4, 5, & 6) REMOVE AND REPLACE HYDRANT FLAG SUBTOTAL - CHANGE ORDER NO. 1 SALVAGE AND REINSTALL CATCHBASIN CASTING WITH ADAPTER PLATE AND NEW RING CORE DRILL 4" DRAIN TILE CONNECTION INTO EXISTING CATCH BASIN CHANGE ORDER NO. 1 18" RCP STORM SEWER, CLASS V REMOVE AND DISPOSE OF CONCRETE PAVEMENT (DRIVEWAY) REMOVE AND DISPOSE OF CONCRETE PEDESTRIAN RAMP REMOVE AND DISPOSE OF CONCRETE CURB AND GUTTER RECLAIM EXISTING BITUMINOUS AND BASE MATERIAL HAUL EXCESS RECLAIMED MATERIAL OFF SITE (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 TOTAL PART 6 - CARRIAGE STATION WATER SYSTEM