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HomeMy WebLinkAbout2021-05-17-I01X Warrior Ln Improvements Phase 1_Pmt Est 3CITY OF WAUKEE, IOWA CITY COUNCIL MEETING COMMUNICATION MEETING DATE: May 17, 2021 AGENDA ITEM:Consideration of approval of Payment Estimate No. 3 to Concrete Technologies, Inc. for the Warrior Lane Improvements Phase 1 in the amount of $183,468.61. FORMAT:Consent Agenda SYNOPSIS INCLUDING PRO & CON: Concrete Technologies, Inc. has requested payment estimate No. 3 for the Warrior Lane Improvements Phase 1 Project in the amount of $183,468.61. City Staff has reviewed the payment estimate and recommends payment. Pay Estimate No. 3 is for the period ending April 30, 2021. Pay Estimate No. 3 is for storm sewer, removals, mobilization, and water main. FISCAL IMPACT INCLUDING COST/BENEFIT ANALYSIS: $183,468.61. COMMISSION/BOARD/COMMITTEE COMMENT: STAFF REVIEW AND COMMENT: RECOMMENDATION: Approve Payment Estimate No. 3 ATTACHMENTS: I. Letter of Recommendation II. Payment Estimate No. 3 PREPARED BY:Beth Richardson REVIEWED BY:Rudy Koester RK PUBLIC NOTICE INFORMATION – NAME OF PUBLICATION: DATE OF PUBLICATION: AGENDA ITEM: I1X IDOT Project No.: ICAAP-SWAP-8177(626)--SH-25 S-H Project No.: 4185870 May 10, 2021 Rudy Koester, Public Works Director City of Waukee 805 University Avenue Waukee, IA 50263 RE: Pay Request #3 – Review and Recommendation to Approve Warrior Lane Improvements - Phase 1 Dear Mr. Koester: Attached please find a detailed pay request for the Warrior Lane Improvements - Phase 1 project. The pay request includes the following items: • Storm Sewer • Removals • Mobilization • Water Main We have reviewed the detailed quantities, and they are in line with the work completed. If City staff concurs with this payment, we recommend the City of Waukee issue payment to Concrete Technologies, Inc. of Grimes, IA in the amount of $183,468.61 for the work completed to date. Sincerely, SHIVE-HATTERY, INC. Blake T. Peterson, PE Civil Engineer Enc. Pay Request #3 CITY OF WAUKEE 230 W HICKMAN ROAD WAUKEE, IOWA 50263 Contractor: Concrete Technologies, Inc. 1001 SE 37th Street Grimes, IA 50111 Division I (ICAAP/TSIP) Division II (Local) Division I (ICAAP/TSIP) Division II (Local) Item Estimated Estimated Unit Extended Quantity Quantity Value No. Quantity Quantity Price Price Completed Completed Completed 1 ACRE 0.10 0.20 40,775.00$ 12,232.50$ 0.10 0.20 12,232.50$ 2 CY 348.00 508.00 8.50$ 7,276.00$ -$ 3 CY 6,974.00 2,675.00 3.15$ 30,394.35$ -$ 4 CY 5,434.00 1,238.00 5.25$ 35,028.00$ 336.00 336.00 3,528.00$ 5 CY 1,731.00 520.00 53.50$ 120,428.50$ -$ 6 TON 22.00 40.00 31.50$ 1,953.00$ -$ 7 STA 33.00 7.50 236.00$ 9,558.00$ -$ 8 EACH 3.00 0.00 475.00$ 1,425.00$ -$ 9 SY 783.50 144.60 78.75$ 73,087.88$ -$ 10 SY 1,618.00 1,677.00 78.75$ 259,481.25$ -$ 11 SY 5,567.00 0.00 77.50$ 431,442.50$ -$ 12 TON 0.00 87.50 79.00$ 6,912.50$ -$ 13 TON 0.00 44.40 78.00$ 3,463.20$ -$ 14 TON 0.00 44.40 78.00$ 3,463.20$ -$ 15 TON 0.00 10.60 450.00$ 4,770.00$ -$ 16 TON 120.00 40.00 30.00$ 4,800.00$ -$ 17 TON 175.00 0.00 30.00$ 5,250.00$ 33.73 1,011.90$ 18 LS 0.80 0.20 15,750.00$ 15,750.00$ -$ 19 TON 645.00 0.00 25.25$ 16,286.25$ 176.07 4,445.77$ 20 EACH 4.00 0.00 2,260.00$ 9,040.00$ -$ 21 EACH 2.00 0.00 3,940.00$ 7,880.00$ -$ 22 EACH 1.00 0.00 8,400.00$ 8,400.00$ -$ 23 EACH 1.00 0.00 9,895.00$ 9,895.00$ 1.00 9,895.00$ 24 EACH 3.00 0.00 2,810.00$ 8,430.00$ -$ 25 EACH 2.00 0.00 4,255.00$ 8,510.00$ -$ 26 EACH 4.00 0.00 6,665.00$ 26,660.00$ -$ PAY REQUEST Project Title Warrior Lane Improvements - Phase 1 ICAAP-SWAP-8177(626)--SH-25 4185870 Date May 10, 2021 $3,211,613.10 01/28/21 Pay Period End Date April 30, 2021 Pay Request Number 3 Original Contract Amount & Date Estimated Completion Date September 30, 2021 BID ITEMS S-H Project File Number UnitDescription CLEARING AND GRUBBING EMBANKMENT-IN-PLACE, CONTRACTOR FURNISHED RELOCATION OF MAIL BOXES STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 8 IN. STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. STANDARD OR SLIP FORM PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 9 IN. - ROUNDABOUT HOT MIX ASPHALT STANDARD TRAFFIC, BASE COURSE, 3/4 IN. MIX EXCAVATION, CLASS 10, ROADWAY AND BORROW TOPSOIL, STRIP, SALVAGE AND SPREAD MODIFIED SUBBASE GRANULAR SHOULDERS, TYPE A SHOULDER FINISHING, EARTH REMOVALS, AS PER PLAN GRANULAR BACKFILL APRONS, CONCRETE, 15 IN. DIA. MANHOLE, STORM SEWER, SW-401, 48 IN. MANHOLE, STORM SEWER, SW-401, 72 IN. HOT MIX ASPHALT STANDARD TRAFFIC, INTERMEDIATE COURSE, 1/2 IN. MIX HOT MIX ASPHALT STANDARD TRAFFIC, SURFACE COURSE, 1/2 IN. MIX, NO SPECIAL FRICTION REQ. ASPHALT BINDER, PG 58-28S, STANDARD TRAFFIC GRANULAR SURFACING ON ROAD, CLASS D CRUSHED STONE GRANULAR SURFACING ON ROAD, CRUSHED STONE MANHOLE, STORM SEWER, SW-401, 84 IN. INTAKE, SW-501 INTAKE, SW-502, 48 IN. INTAKE, SW-502, 60 IN. P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\03\PayRequest03_Warrior Lane Phase 1.xlsx Pay Request 3 Page 1 of 5 27 EACH 7.00 0.00 5,250.00$ 36,750.00$ 0.80 4,200.00$ 28 EACH 5.00 0.00 7,535.00$ 37,675.00$ 0.80 6,028.00$ 29 EACH 4.00 0.00 15,330.00$ 61,320.00$ 3.20 49,056.00$ 30 EACH 1.00 0.00 2,205.00$ 2,205.00$ -$ 31 EACH 2.00 0.00 3,990.00$ 7,980.00$ -$ 32 EACH 1.00 0.00 2,415.00$ 2,415.00$ -$ 33 EACH 1.00 0.00 4,985.00$ 4,985.00$ -$ 34 EACH 1.00 0.00 5,985.00$ 5,985.00$ 1.00 5,985.00$ 35 LF 3,240.00 912.00 4.20$ 17,438.40$ -$ 36 LF 3,195.00 1,020.00 12.10$ 51,001.50$ -$ 37 EACH 19.00 9.00 420.00$ 11,760.00$ -$ 38 EACH 38.00 10.00 210.00$ 10,080.00$ -$ 39 LF 702.00 0.00 56.25$ 39,487.50$ 94.00 5,287.50$ 40 LF 331.00 0.00 57.75$ 19,115.25$ -$ 41 LF 720.00 0.00 72.50$ 52,200.00$ -$ 42 LF 131.00 0.00 102.00$ 13,362.00$ -$ 43 LF 311.00 0.00 122.00$ 37,942.00$ 36.00 4,392.00$ 44 LF 393.00 0.00 168.00$ 66,024.00$ 347.00 58,296.00$ 45 LF 194.00 0.00 175.00$ 33,950.00$ 128.00 22,400.00$ 46 LF 1,695.00 0.00 19.00$ 32,205.00$ 647.00 12,293.00$ 47 EACH 1.00 0.00 6,145.00$ 6,145.00$ -$ 48 TON 40.00 0.00 55.75$ 2,230.00$ -$ 49 SY 5,523.70 1,332.00 10.50$ 71,984.85$ 99.87 176.88 2,905.88$ 50 EACH 13.00 0.00 900.00$ 11,700.00$ 7.00 6,300.00$ 51 SY 443.10 0.00 10.50$ 4,652.55$ -$ 52 SY 1,431.00 581.00 48.00$ 96,576.00$ -$ 53 SY 1,149.20 575.00 10.00$ 17,242.00$ 260.00 260.00 5,200.00$ 54 SY 475.00 252.00 47.25$ 34,350.75$ -$ 55 SF 410.00 40.00 51.00$ 22,950.00$ -$ 56 SY 59.10 149.00 55.50$ 11,549.55$ -$ 57 SY 0.00 332.00 57.50$ 19,090.00$ -$ 58 SY 143.00 636.70 10.50$ 8,186.85$ -$ 59 EACH 37.00 6.00 158.00$ 6,794.00$ -$ 60 EACH 52.00 8.00 158.00$ 9,480.00$ -$ 61 LS 1.00 0.00 9,975.00$ 9,975.00$ -$ 62 LS 0.80 0.20 25,725.00$ 25,725.00$ 0.10 0.10 5,145.00$ 63 STA 0.00 8.20 32.00$ 262.40$ -$ 64 STA 65.23 12.94 131.00$ 10,240.27$ -$ INTAKE, SW-506 INTAKE, SW-506 MODIFIED INTAKE, SW-512, 24 IN. INTAKE, SW-513 MANHOLE ADJUSTMENT, MINOR INTAKE, SW-505 SUBDRAIN OUTLET, DR-303 STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 15 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 18 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 24 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 30 IN. MANHOLE ADJUSTMENT, MAJOR CONNECTION TO EXISTING MANHOLE REMOVAL OF SUBDRAIN SUBDRAIN, PVC, STANDARD, PERFORATED, 6 IN. SUBDRAIN RISER, 6 IN., AS PER PLAN EROSION STONE REMOVAL OF PAVEMENT REMOVAL OF INTAKES AND UTILITY ACCESSES REMOVAL OF RECREATIONAL TRAIL RECREATIONAL TRAIL, P.C. CONCRETE, 6 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 36 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 42 IN. STORM SEWER G-MAIN, TRENCHED, RCP, 2000D (CLASS III), 48 IN. REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. SEWAGE AIR RELEASE VALVE AND PIT REMOVAL OF PAVED DRIVEWAY POSTS, STEEL, AS PER PLAN INSTALL TYPE A SIGN TRAFFIC SIGNALIZATION CONSTRUCTION SURVEY REMOVAL OF SIDEWALK SIDEWALK, P.C. CONCRETE, 4 IN. DETECTABLE WARNINGS DRIVEWAY, P.C. CONCRETE, 6 IN. DRIVEWAY, P.C. CONCRETE, 8 IN. PAINTED PAVEMENT MARKINGS, WATERBORNE OR SOLVENT-BASED PAINTED PAVEMENT MARKINGS, DURABLE P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\03\PayRequest03_Warrior Lane Phase 1.xlsx Pay Request 3 Page 2 of 5 65 EACH 6.00 0.00 345.00$ 2,070.00$ -$ 66 STA 65.23 12.94 130.00$ 10,162.10$ -$ 67 EACH 6.00 0.00 158.00$ 948.00$ -$ 68 EACH 8.00 6.00 210.00$ 2,940.00$ 3.00 3.00 1,260.00$ 69 EACH 1.00 0.00 1,050.00$ 1,050.00$ -$ 70 LS 0.00 1.00 150,000.00$ 150,000.00$ -$ 71 LS 0.80 0.20 18,900.00$ 18,900.00$ 0.15 0.15 5,670.00$ 72 LS 0.80 0.20 130,000.00$ 130,000.00$ 0.20 0.05 32,500.00$ 73 LF 0.00 170.00 55.75$ 9,477.50$ 157.00 8,752.75$ 74 EACH 0.00 17.00 575.00$ 9,775.00$ 14.00 8,050.00$ 75 EACH 0.00 1.00 2,100.00$ 2,100.00$ 1.00 2,100.00$ 76 EACH 0.00 1.00 5,775.00$ 5,775.00$ 1.00 5,775.00$ 77 EACH 0.00 1.00 4,570.00$ 4,570.00$ -$ 78 CY 110.00 18.00 40.50$ 5,184.00$ -$ 79 CY 215.00 18.00 33.00$ 7,689.00$ -$ 80 CY 641.00 0.00 49.00$ 31,409.00$ -$ 81 EACH 4.00 0.00 900.00$ 3,600.00$ -$ 82 EACH 14.00 0.00 500.00$ 7,000.00$ -$ 83 EACH 2,899.00 62.00 9.75$ 28,869.75$ -$ 84 EACH 28.00 5.00 415.00$ 13,695.00$ -$ 85 EACH 1,140.00 103.00 25.00$ 31,075.00$ -$ 86 EACH 5.00 0.00 415.00$ 2,075.00$ -$ 87 EACH 333.00 24.00 55.25$ 19,724.25$ -$ 88 EACH 32.00 4.00 295.00$ 10,620.00$ -$ 89 EACH 24.00 5.00 505.00$ 14,645.00$ -$ 90 LF 232.00 0.00 565.00$ 131,080.00$ -$ 91 LF 60.00 12.00 480.00$ 34,560.00$ -$ 92 LF 40.00 130.00 43.00$ 7,310.00$ -$ 93 LS 0.80 0.20 5,815.00$ 5,815.00$ 0.05 0.05 581.50$ 94 LS 1.00 0.00 4,720.00$ 4,720.00$ -$ 95 LS 1.00 0.00 13,545.00$ 13,545.00$ -$ 96 SF 4,947.00 0.00 20.00$ 98,940.00$ -$ 97 SF 1,772.00 0.00 21.00$ 37,212.00$ -$ 98 SY 9,948.00 3,101.00 3.25$ 42,409.25$ -$ 99 SY 2,011.00 794.00 2.65$ 7,433.25$ -$ 100 SY 552.00 0.00 68.00$ 37,536.00$ -$ 101 TON 224.00 70.00 370.00$ 108,780.00$ -$ 102 ACRE 12.80 4.70 2,365.00$ 41,387.50$ 0.375 0.375 1,773.75$ SAFETY CLOSURE PERMANENT ROAD CLOSURE, URBAN, SI-182 NO EXCUSE ROAD OPENING BONUS, WARRIOR LAND AND ASHWORTH DRIVE TRAFFIC CONTROL MOBILIZATION PAINTED SYMBOLS AND LEGENDS, DURABLE GROOVES CUT FOR PAVEMENT MARKINGS GROOVES CUT FOR SYMBOLS AND LEGENDS LANDSCAPE - COMPOST AMENDMENT LANDSCAPE - DOUBLE-SHREDDED HARDWOOD MULCH LANDSCAPE - IMPORTED PLANTING SOILS COMMUNITY MARKER SIGN FOOTING EROSION CONTROL - EXISTING HYDRODYNAMIC SEPARATOR CLEANOUT WATER MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. FITTINGS BY COUNT, DUCTILE IRON, AS PER PLAN VALVE, GATE, DIP, 8 IN. FIRE HYDRANT ASSEMBLY, WM-201 FIRE HYDRANT ADJUSTMENT LANDSCAPE - 6-8' B&B DECIDUOUS TREE LANDSCAPE - 8' HT EVERGREEN TREE LANDSCAPE - FEATURE WALLS LANDSCAPE - SEAT WALLS REMOVAL AND ABATEMENT OF TRANSITE PIPE LANDSCAPE - 1 GALLON PERENNIAL PLANTING LANDSCAPE - 1.75" B&B DECIDUOUS TREE LANDSCAPE - 2 GALLON ORNAMENTAL GRASS PLANTING LANDSCAPE - 2" B&B DECIDUOUS TREE LANDSCAPE - 3 GALLON SHRUB PLANTING SPECIAL COMPACTION OF SUBGRADE SPECIAL COMPACTION OF SUBGRADE FOR RECREATIONAL TRAIL SUBSLAB, PCC, 5 IN. FOR UNIT PAVERS ON BITUMINOUS SETTING BED CEMENT STABILIZATION MULCHING, BONDED FIBER MATRIX CONCRETE WASHOUT ELECTRICAL CONDUIT AND JUNCTION BOX IRRIGATION UNIT PAVERS ON BITUMINOUS SETTING BED UNIT PAVERS ON GRANULAR BASE P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\03\PayRequest03_Warrior Lane Phase 1.xlsx Pay Request 3 Page 3 of 5 103 ACRE 2.80 1.10 1,025.00$ 3,997.50$ -$ 104 SQ 41.00 22.00 52.50$ 3,307.50$ -$ 105 ACRE 10.00 3.60 815.00$ 11,084.00$ -$ 106 MGAL 90.00 10.00 60.00$ 6,000.00$ -$ 107 EACH 12.00 0.00 350.00$ 4,200.00$ -$ 108 LF 4,000.00 1,500.00 1.45$ 7,975.00$ 275.00 275.00 797.50$ 109 LF 4,000.00 1,500.00 0.10$ 550.00$ -$ 110 LF 2,000.00 750.00 0.05$ 137.50$ -$ 111 LF 600.00 100.00 10.50$ 7,350.00$ -$ 112 LF 5,960.00 1,540.00 1.95$ 14,625.00$ 352.50 352.50 1,374.75$ 113 LF 5,960.00 1,540.00 0.25$ 1,875.00$ -$ 114 EACH 46.00 0.00 100.00$ 4,600.00$ -$ 115 EACH 92.00 0.00 21.00$ 1,932.00$ -$ 116 EACH 46.00 0.00 21.00$ 966.00$ -$ 117 EACH 12.00 0.00 500.00$ 6,000.00$ 2.00 1,000.00$ 118 EACH 6.00 0.00 1,000.00$ 6,000.00$ -$ 119 EACH 2.00 0.00 1,050.00$ 2,100.00$ 2.00 2,100.00$ 3,211,613.10$ 290,336.79$ Description None SILT FENCE REMOVAL OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS MAINTENANCE OF SILT FENCE OR SILT FENCE FOR DITCH CHECKS STABILIZED CONSTRUCTION ENTRANCE, EC-303 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. DIA. SEEDING AND FERTILIZING (URBAN) SODDING STABILIZING CROP - SEEDING AND FERTILIZING (URBAN) WATERING FOR SOD AND PLANTINGS MOBILIZATION FOR WATERING TOTAL -$ MOBILIZATIONS, EMERGENCY EROSION CONTROL TREE, TRANSPLANTING REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE GRATE INTAKE SEDIMENT FILTER BAG MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG REMOVAL OF GRATE INTAKE SEDIMENT FILTER BAG MOBILIZATIONS, EROSION CONTROL TOTAL MATERIALS STORED SUMMARY # of Units Unit Price Extended Cost -$ P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\03\PayRequest03_Warrior Lane Phase 1.xlsx Pay Request 3 Page 4 of 5 $183,468.61 is recommended for approval for payment in accordance with the terms of the ContractThe amount of: $12,610.00 $85,548.08 Total Previously Approved $98,158.08 Amount Due This Request 183,468.61$ Pay Request 5 Percent Complete 9% Percent of Contract Period Utilized 38% Liquidated Damages Total Earned Less Retainage 281,626.69$ Total Previously Approved (list each)Pay Request 1 Pay Request 2 Pay Request 3 Pay Request 6 Pay Request 4 Approved Change Order 3 Revised Contract Price 3,211,613.10$ 290,336.79$ Materials Stored -$ Retainage (3%) 8,710.10$ Total Completed Contract Price 3,211,613.10$ 290,336.79$ Approved Change Order 1 Approved Change Order 2 Total Approved PAY REQUEST SUMMARY Date: Approved By: City of Waukee Signature: Name: Title: Date: Recommended By: Shive-Hattery Inc. Signature: Name: Title: Date: Contractor: Concrete Technologies, Inc. Signature: Name: Title: P:\Projects\DM\4185870\Construction\Phase 1\CAsupport\Pay Requests\03\PayRequest03_Warrior Lane Phase 1.xlsx Pay Request 3 Page 5 of 5 Description ICAAP-SWAP-8177(626)--SH-25, AcctID- 37267, Letting Date- Dec. 15, 2020 Location In City of Waukee intersection of Ashworth Dr. Warrior Ln and Northview Dr. Authorized Amount $3,211,613.10 Prime Contractor CONCRETE TECHNOLOGIES, INC. Date Range 04/01/2021 to 04/30/2021 Daily Report Statuses Draft, Pending, Approved, Final Line Number Item ID Unit Quantity Placed Amount Placed Section: 0001 - ROADWAY ITEMS 0200 2402-0425031 TON 176.070 $4,445.77 GRANULAR BACKFILL Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 176.070 $4,445.77 0280 2435-0250500 EACH 0.800 $4,200.00 INTAKE, SW-505 Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 0.800 $4,200.00 0290 2435-0250600 EACH 0.800 $6,028.00 INTAKE, SW-506 Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 0.800 $6,028.00 0300 2435-0250610 EACH 2.400 $36,792.00 INTAKE, SW-506 MODIFIED City of Waukee, Iowa Posted Quantity 25-8177-626 Posted Quantity: 25-8177-626 05/05/2021 Page 1 of 3 Line Number Item ID Unit Quantity Placed Amount Placed Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 2.400 $36,792.00 0400 2503-0114215 LF 94.000 $5,287.50 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 15 IN. Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 94.000 $5,287.50 0440 2503-0114236 LF 36.000 $4,392.00 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 36 IN. Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 36.000 $4,392.00 0450 2503-0114242 LF 347.000 $58,296.00 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 42 IN. Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 347.000 $58,296.00 0460 2503-0114248 LF 48.000 $8,400.00 STORM SEWER GRAVITY MAIN, TRENCHED, REINFORCED CONCRETE PIPE (RCP), 2000D (CLASS III), 48 IN. Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 48.000 $8,400.00 0470 2503-0200036 LF 472.000 $8,968.00 REMOVE STORM SEWER PIPE LESS THAN OR EQUAL TO 36 IN. Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 472.000 $8,968.00 0500 2510-6745850 SY 176.748 $1,855.85 REMOVAL OF PAVEMENT Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 49.868 $523.61 25-8177-626-CAT-2 25-8177-626-CAT-2 126.880 $1,332.24 0510 2510-6750600 EACH 7.000 $6,300.00 REMOVAL OF INTAKES AND UTILITY ACCESSES Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 7.000 $6,300.00 Posted Quantity: 25-8177-626 05/05/2021 Page 2 of 3 Line Number Item ID Unit Quantity Placed Amount Placed 0740 2533-4980005 LS 0.150 $19,500.00 MOBILIZATION Funding Details 25-8177-626-CAT-1 25-8177-626-CAT-1 0.150 $19,500.00 0750 2554-0114008 LF 157.000 $8,752.75 WATER MAIN, TRENCHED, POLYVINYL CHLORIDE PIPE (PVC), 8 IN. Funding Details 25-8177-626-CAT-2 25-8177-626-CAT-2 157.000 $8,752.75 0760 2554-0202200 EACH 14.000 $8,050.00 FITTINGS BY COUNT, DUCTILE IRON,: AS PER PLAN Funding Details 25-8177-626-CAT-2 25-8177-626-CAT-2 14.000 $8,050.00 0770 2554-0207008 EACH 1.000 $2,100.00 VALVE, GATE, DIP, 8 IN. Funding Details 25-8177-626-CAT-2 25-8177-626-CAT-2 1.000 $2,100.00 0780 2554-0210201 EACH 1.000 $5,775.00 FIRE HYDRANT ASSEMBLY, WM-201 Funding Details 25-8177-626-CAT-2 25-8177-626-CAT-2 1.000 $5,775.00 Section Placed Quantity:1,533.968 $189,142.87 16 items Project Placed Quantity:1,533.968 $189,142.87 Posted Quantity: 25-8177-626 05/05/2021 Page 3 of 3