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Home My WebLink AboutLodge Construction, FQA - Contract No. #997 - 10.16.2023CITY OF WATERLOO, IOWA FINAL QUANTITY ADJUSTMENT PROJECT: F.Y. 2021 WESTDALE BIOSWALE CONTRACT NO. 997 Date Prepared: SEPT.22, 2023 AMOUNT: $58,041.10 INCREASE TO: LODGE CONSTRUCTION INC. , Contractor You are hereby ordered to make the following changes from the plans and specifications or perform the following extra work on your contract dated July 6, 2021. A. Description of change to be made or extra work to be done: Adjust construction quantities to actual construction quantities. B. Reason for ordering change or extra work: As -built quantities varied from some bid items C. Settlement for cost of work to be made as follows: BY: Qaerlaz liar/ s 10/16/2023 Mayor ATTEST: Kelley Te[chTe City Clerk TOTAL INCREASE LODGE CONSTRUCTION INC. $58,041.10 Date CONTRACTOR 10/16/2023 BY: TITLE: Date Date APPROVED: ity Engineer at Final Qty. Adjustment Contract No. 997 Sheet 1 of 3 FY 2021 City of Waterloo \Nestdale Bioswale FINAL Contract No. 997 PERIOD: Bid Item Item Description Unit Original Bid Ory Final Quantity.' Quantity Differenr_e Contractor Unit Price Contractor Bid Price Ext. Increase/ Decrease 1 Clearing & Grubbing (Vegetation) Acres 0.61 0.61 0.00 3,850.00 5 2,348.50 - _ Clearing & Grubbing (WiPows) Acres 0.37 0.37 0.00 7,150.00 2,645.50 S - 3 Clearing & Grubbing (Trees) Acres 0.66 0.66 0.00 5 5,000.00 3,300.00 5 - 4 Tree Removal Each 1.00 1.00 0.00 5 3,000.00 3,000.00 - 5 Snow Fence Protection Lin Ft 760.00 500.00 (260.00) 5 4.00 5 2,000.00 5 (1,040.00) 6 36" Dia_ Storrs Apron - Remove & Reinstall Each 1.00 0.00 (1.00) 5 1,650.00 - 5 (1,650.00 7 36" Dia, Storm Apron - New Each 1.00 1_00 0.00 5 2,200.00 2,200.00 8 24" Dia. Stonn Apron - Remove & Reinstall Each 100 0.00 (1.00) 5 1,375,00 $ - (1,375.00) 9 24" Dia. Storm Apron - New Each 1.00 1.00 0.00 1,650.00 1,650.00 5 - 10 12" Dia, Storm Apron - Remove & Reinstall Each 1.00 0.00 (1.00) 1,100.00 - 5 (1,100.00: 11 12" Dia. Storm n - New Each 1.00 103 0.03 5 1,375.00 5 1,375.00 12 24" Dia. RCP - Remove arid ReiiR.tall Lin Ft 20.00 0.00 (20.00) 5 94.00 5 - ( .00) 13 12" Dia. RCP - Rernova and Dispose Lin Ft 10.00 10.00 0.00 $ 28.00 280.00 5 - 14 Chain Link Fence - Remove & Replace Lin Ft 125.00 86.00 (39.00) 5 57.00 5 4,902.00 (2,223.00) 15 Grading - Waste Removal Cu Yds 4000.00 4000.00 0.00 $ 12.00 $ 48,000.00 - 16 Grading - New Channel Cu Yds 720.00 720.00 0.00 $ 6.00 5 4,320.00 - 17 Grading - Fill Areas Cu Yds 880.00 880.00 0.00 6.00 $ 5,280.00 5 - 18 Topsoil - Stockpile and Respread CU Yds 4003.00 4000.00 0.00 $ 6.00 5 24,000.00 5 - 19 36" Dia_ Storm Sewer Pipe Lin Ft 92.00 92.00 0.00 112.00 $ 10,304.00 5 - 20 24" Dia_ Storm Sewer Pipe tin Ft 45.00 45.00 0.00 71.00 3,195.00 5 - 21 Storm Sewer Manna,* - 60" Dia. (SW-401) Each 2.00 2.00 0.00 5 7,000.00 14,000.00 - 22 Sanitar/ Sewer fylanhote Adjustments Each 2.00 2.00 0.00 5 3,300.00 6,600.00 - 23 Retaining Walls Lin Ft 165.00 165.00 0.00 185.00 $ 30,525.00 - 24 Turf Reinforcement Mat (TRM) Sq Yds 110.00 110.00 0.00 5 20.00 2,203.00 5 - 25 Concrete Floor (Forebay) Sq Ft 610.00 610.00 0.00 20.00 $ 12,200.00 5 - 26 Engineered Soil Cu Yds 113.30 167.30 54.00 220.00 36,806.00 11,280.00 27 Choker Aggregate Tons 8.00 8.00 0.00 5 93.00 5 744.00 5 - 28 Stone Aggregate Tons 81.00 81.00 0.00 $ 71,00 5 5,751.00 5 - 29 6" Dia. Perforated Subdrain Lin Ft 755.00 755.00 0.00 $ 14.00 $ 10,570.00 - 30 6" Dia. Sofid Subdrain Lin Ft 50.00 50.00 0.00 5 24.00 5 1,200.00 - 31 6" Di a..So/id Subdrain Risers W/ Cap Each 5.00 6.00 1_03 600.00 3,600.00 5 600.00 32 Engineering Fabric Sc Ft 450.00 450.00 0.00 5.00 2,250.00 33 Granular Subbase Tons 164.20 164.20 0.00 5 40.00 5 6,568.00 - 34 Rip Rap Stone Tons 20.00 200.00 180.00 105.00 5 21,000.00 18,900.00 35 Erosion Control Mat Sq Yds 850.00 200.00 (650.00) $ 3.00 600.00 (1,950.00) 36 Channel Erosion Protection Lin Ft 426.00 426.00 0.00 5 7.00 5 2,982.00 37 Channet Erosion Protection Maintenance Each 4.00 1.00 (3.00) $ 550.00 550.00 (1,650.00) 38 Temporary, See6ng Acres 1.80 2_22 0.42 2,750.00 6,105.00 1,155.00 39 .Apron Footing Each 4.00 3.00 (1.00) $ 800.00 $ 2,403.00 (803.00) 40 Intake Protection Eadi 2.00 1.00 (1.00) 220.00 s 220.00 (220.00) 41 Intake Protection Maintenance Each 4.00 2.00 (2.00) $ 55.00 110.00 5 (110.00) 1000 Turf Reinforcement Mat (TRM) Sq Yds 50.00 496.00 446.00 5 23.00 $ 11,402.00 $ 10,258.00 1001 Rip Rap Stone Tons 10.00 32.00 22.00 75.00 4400.00 1,650.00 1002 Erosion Control Mat Sq Yds 100.00 5400_00 5,300.00 6.00 5 32,403.00 31,800.00 1003 Intake Protection Maintenance Each 4.00 2.00 (2.00)250.00 $ 500.00 (500.00) 1004 Seeding - Native Grass Acres 0.57 0.57 0.00 6,000.00 5 3,420.00 5 - 1005 Seeding - Pollinator Mix Acres 0.60 0.60 0.00 5 6,000.00 3,600.00 - 1006 Seeding - Urban Seeding Acres 0.31 0_85 0.54 5 7,502.006,375.00 4,050.00 1007 Seeding - Wetland Mix Acres 0.25 0.30 0.05 9,000.00 5 2,700.00 450.00 1008 Sodding Sq Ft 7430.00 6580_00 (850.00) 1.25 8,225.00 5 (1,062.50) 1009 Tree - Thornless Common Floneylocust Each 2.00 2.00 0.00 5 600.00 1,200.00 - 1010 Tree - Bur Oak Each 5.00 5.00 0.00 600.00 3,000.00 5 - 1011 Tree - Silver Maple Ead-i 2.00 2_00 0.00 5 500.00 5 1,000.00 5 - 1012 Tree - Prairie Rose Crabapple Each 3.00 3.00 0.00 $ 500.00 5 1,500.00 - 1013 Signage for Practices- Posts and Hardware Each 8.00 3.00 (5.00) 315.00 945.00 (1,575.00) 1014 Signage for Wetlands - Posts and Hardware Each 14.00 11.00 (3.00) 315.00 $ 3,465.00 (945.00) 1015 Large Post to Delineate ettand Are Each 13.00 0.00 (13.00) 500.00 $ - (6,500.00) 1016 Snow Fence Removal Lin Ft 1295.00 500.00 (795.00) 1.50 $ 750.00 5 (1,192_50 1017 12' Dia. Field Tile Lin Ft 20.00 20.00 0.00 5 16.00 320.00 - /018 Feld Tile Rodent ProtectC Each 1.00 1.00 0.00 S 110.00 110.00 - 1019 Sanitary Manhole Adcirtional Materials Each 2.00 2.00 0.00 5 500.00 $ 1,000.00 - Final Qty. Adjustment Contract No. 997 Sheet 2 of 3 2031 Remove SntryManhoe Each 1.00 1.00 0.00 $ 4,00.3.00 4,000.00 S. 3031 Holes drOed in Forebay Lump Sum 1.00 1.00 0.00 5 960_00 5 960.00 5 - 4000 Turf Reinforcement Mat (TRM) Sq Yds 496.00 496.00 0.00 5 20.00 9,920.00 - 4001 Erosion Control Blanket Sq Yds 544)0_00 5403.03 0.03 5 4.00 5 21,600.00 5 - 4002 Flex Mat for Forebay Bottom Sq Ft 2503.00 3189.00 689.00 5 9.90 31,571.10 5 6,821 10 4033 Excavation and Regrading Cu Yds 100.00 100.00 0.03 9.00 900.00 5 - 4004 Rip Rap along Strearrobank Tons 20.0,0 20.00 0.00 5 105.03 5 2,100.00 5 - 4005 Engineering Fabric under Rip Rap Sq Yds 150.00 150.00 0_00 5 5.00 5 750.00 5 - 4006 Fiowable Mortar over rock at Retaining Wall Lump Sum 1.00 1_00 0.00 S. 2,890.90 $ 2,800.00 5 - 4007 Reseeding Urban Area Acres 0.50 0.00 (0.50) 5 7,500.00 5 (3,750.00; 5 - PROJECT TOTALS 5 444,709.10 58,041.10 PAYMENTS: PAY EST. #1 62,485.30 PAY EST, #2 5 75,523.10 PAY EST. #3 5 98,338 30 PAY EST. 5 33,098.00 PAY EST. #5 82,462.85 PAY EST. #6 64,077.50 PAY EST. #7 6,480_04 RETAI NAGE $ 22,235.01 TOTAL PAYMENT 444,700.10 CHANGE ORDER: 0041 47,885 00 4,000.00 CO#3 5 960 00 66,570 00 CO TOTAL 1.19,415.00 ORIGINAL CONTRACT AMOUNT 267,244.00 CHANGE ORDER TOTAL 119,415 00 REVISED CONTRACT AMOUNT $ 3E6,659 90 FINAL QUANTITY SUMMARY 58,041.10 FINAL WNTRACT AMOUN1 5 444,700.10 Final Qty. Adjustment Contract No. 997 Sheet 3 of 3