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Peterson Contractors, Inc. CO #8 - FY19 University Reconstruction, Ph 2 Cont. No. 934 - 4.15.2024
\812i CHANGE ORDER NO. 8 Owner City of Waterloo Date: 3/19/2024 Project University Avenue Reconstruction - Phase 2 Owner's Contract No. 934 Contractor: Peterson Contractors, Inc. Date of Contact Start 4/1/2019 Contract Amount: $ 8,369,859.58 You are directed to make the following changes in the Contract Documents. Description: Adjust original construction quantities to actual construction quantities. Compensation already made to contractor through original bid items. See attached summary. TOTAL ADDITIONS Reason for Change Order As -built quantities varied for some bid items. CONTRACT PRICE Original: $ 8,369,859.58 Original Completion Date: Previous C.O.s (ADD/DEDUCT) $ 108,384.43 This C.O. (ADD/DEDUCT) $ 248,825.82 Revised Completion Date: Contract Price with all approved Change Orders: $ 8,727,069.83 CONTRACT TIME To Substantial To Final Completion Completion 11/20/20201 11/20/20201 It is agreed by the Contractor that this Change Order includes any and all costs associated with or resulting from the change(s) ordered herein, including all impact, delays, and acceleration costs. Other than the dollar amount and time allowance listed above, there shall be no further time or dollar compensation as a result of this Change Order. THIS DOCUMENT SHALL BECOME AN AMENDMENT TO THE CONTRACT AND ALL STIPULATIONS AND COVENANTS OF THE CONTRACT SHALL APPLY HERETO. APPROVU Cn J (ar BY: Own ACCEPTED: BY: c 4/15/2024 orized Signature) Date Contractor (Authorized Signature) ACCEPTEE AECOM U 3-28-2024 Date AECOM 60569973 I 8 Project No. C.O. No. FY 2019 University Avenue Reconstruction Project Phase 2 - Midway City of Waterloo Project No.: 934 AECOM Project No.: 60603631 Dr to Greenhill Rd FINAL QUANTITY SUMMARY 3/19/2024 Authorized Quantities Contract Quantities Division 1 Division 2 Division 3 Division 4 Division 1 Division 2 Division 3 Division 4 Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 1 Total Quantities Division 2 Total Quantities Division 3 Total Quantities Division 4 Total Quantities Quantity Difference Quantity Difference Quantity Difference Quantity Difference Increase/ Decrease Increase/ Decrease Increase/ Decrease Increase/ Decrease 1 2 3 CLEARING AND GRUBBING UNIT $ 60.00 69 8.0 431.20 8.00 40.50 362.20 0.00 0.00 0.00 $ 21,732.00 $ - $ - $ - ON -SITE TOPSOIL CY $ 6.00 3218.5 40.5 203.50 -3015.00 0.00 0.00 0.00 $ (18,090.00) $ - $ - $ - TOPSOIL, CONTRACTOR FURNISH CY $ 17.50 1498 47.0 1727.00 47.00 229.00 0.00 0.00 0.00 $ 4,007.50 $ - $ - $ - 4 EXCAVATION, CLASS 10, ROADWAY AND BORROW CY $ 7.00 5096 223.0 5096.0 223.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 5 EXCAVATION, CLASS 10, WASTE CY $ 10.00 16735 73.0 23713.00 73.00 6978.00 0.00 0.00 0.00 $ 69,780.00 $ - $ - $ - 6 EXCAVATION, CLASS 13 CY $ 12.50 200 200.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 7 SUBGRADE PREPARATION, 12 IN. SY $ 1.85 38947.6 795.5 -38947.60 0.00 -795.50 0.00 $ (72,053.06) $ - $ (1,471.68) $ - 8 SUBGRADE TREATMENT, GEOGRID SY $ 1.85 2100 50.0 38947.60 795.50 36847.60 0.00 745.50 0.00 $ 68,168.06 $ - $ 1,379.18 $ - 9 SUBBASE, MODIFIED CY $ 30.00 13842 265.2 20845.0 19.30 265.2 7003.00 19.30 0.0 0.0 $ 210,090.00 $ 579.00 $ - $ - 10 REMOVALS, STRUCTURES EACH $ 500.00 8 1.0 3.00 -5.00 -1.00 0.00 0.00 $ (2,500.00) $ (500.00) $ - $ - 11 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY $ 20.00 500 500.0 50.00 216.00 -450.00 -284.00 0.00 0.00 $ (9,000.00) $ (5,680.00) $ - $ - 12 STORM SEWER, TRENCHED, HDPE, 4 IN. LF $ 50.00 28.7 71.00 42.30 0.00 0.00 0.00 $ 2,115.00 $ - $ - $ - 13 STORM SEWER, TRENCHED, HDPE, 8 IN. LF $ 75.00 77.5 85.60 8.10 0.00 0.00 0.00 $ 607.50 $ - $ - $ - 14 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. LF $ 55.00 3485.46 53.2 3568.32 53.20 82.86 0.00 0.00 0.00 $ 4,557.30 $ - $ - $ - 15 STORM SEWER, TRENCHED, RCP, CLASS III, 18 IN. LF $ 60.00 1294.7 1304.00 9.30 0.00 0.00 0.00 $ 558.00 $ - $ - $ - 16 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. LF $ 65.00 216.3 216.30 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 17 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. LF $ 80.00 886.9 886.90 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 18 REMOVAL OF STORM SEWER, RCP, LESS THAN 36 IN. LF $ 12.50 5015.8 53.2 6573.80 53.20 1558.00 0.00 0.00 0.00 $ 19,475.00 $ - $ - $ - 19 STORM SEWER ABANDONMENT, PLUG AND FILL, LESS THAN 36 IN. LF $ 40.00 113 52.00 -61.00 0.00 0.00 0.00 $ (2,440.00) $ - $ - $ - 20 SUBDRAIN, TYPE S, 6 IN. LF $ 12.50 8188.8 175.0 8380.00 175.00 191.20 0.00 0.00 0.00 $ 2,390.00 $ - $ - $ - 21 SUBDRAIN OUTLETS AND CONNECTIONS, EXISTING SUBDRAIN, 6 EACH $ 350.00 20 3.0 2.00 2.00 -18.00 0.00 -1.00 0.00 $ (6,300.00) $ - $ (350.00) $ - 22 SUBDRAIN OUTLETS AND CONNECTIONS, PER PLAN, 6 IN. EACH $ 200.00 76 1.0 77.00 1.00 0.00 -1.00 0.00 $ 200.00 $ - $ (200.00) $ - 23 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP),4IN, NITRILE LF $ 150.00 4.0 3.00 0.00 -1.00 0.00 0.00 $ - $ (150.00) $ - $ - 24 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 6 IN, NITRILE GASKETS LF $ 92.50 189.7 90.30 0.00 -99.40 0.00 0.00 $ - $ (9,194.50) $ - $ - 25 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 8 IN, NITRILE GASKETS LF $ 102.50 162.9 164.30 0.00 1.40 0.00 0.00 $ - $ 143.50 $ - $ - 26 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 12 IN, NITRILE GASKETS LF $ 120.00 4420.0 4230.50 0.00 -189.50 0.00 0.00 $ - $ (22,740.00) $ - $ - 27 WATER MAIN, DIRECT BURIED, DUCTILE IRON PIPE (DIP), 6 IN, NITRILE GASKETS, INTEGRAL RESTRAINEDJOINTS WITH CASING PIPE LF $ 400.00 204.1 231.90 0.00 27.80 0.00 0.00 $ - $ 11,120.00 $ - $ - 28 WATER MAIN, DIRECT BURIED, DUCTILE IRON PIPE (DIP), 8 IN, NITRILE GASKETS, INTEGRAL RESTRAINEDJOINTS WITH CASING PIPE LF $ 425.00 144.8 184.40 0.00 39.60 0.00 0.00 $ - $ 16,830.00 $ - $ - 29* WATER MAIN, DIRECT BURIED, DUCTILE IRON PIPE (DIP), 12 IN, NITRILE GASKETS, INTEGRAL RESTRAINEDJOINTS WITH CASING PIPE LF $ 450.00 204.2 146.50 0.00 -57.70 0.00 0.00 $ - $ (25,965.00) $ - $ - 30 WATER MAIN, TRENCHLESS, DUCTILE IRON PIPE (DIP), 6IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE LF $ 600.00 199.2 105.50 0.00 -93.70 0.00 0.00 $ - $ (56,220.00) $ - $ - 31 WATER MAIN, TRENCHLESS, DUCTILE IRON PIPE (DIP), 8IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE LF $ 670.00 221.9 132.90 0.00 -89.00 0.00 0.00 $ - $ (59,630.00) $ - $ - 32* WATER MAIN, TRENCHLESS, DUCTILE IRON PIPE (DIP), 12 IN, NITRILE GASKETS, INTEGRAL RESTRAINEDJOINTS WITH CASING PIPE LF $ 1,025.00 55.8 55.80 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 33 FITTINGS BY COUNT, DUCTILE IRON, 4 IN, MJ CAP EACH $ 325.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (325.00) $ - $ - 34 FITTINGS BY COUNT, DUCTILE IRON, 4 IN, 111/4° ELBOW EACH $ 450.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (450.00) $ - $ - 35 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, MJ CAP EACH $ 350.00 9.0 6.00 0.00 -3.00 0.00 0.00 $ - $ (1,050.00) $ - $ - 36 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 90° ELBOW EACH $ 550.00 2.0 5.00 0.00 3.00 0.00 0.00 $ - $ 1,650.00 $ - $ - 37 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 22 1/2° ELBOW EACH $ 525.00 3.0 2.00 0.00 -1.00 0.00 0.00 $ - $ (525.00) $ - $ - 38 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 111/4° ELBOW EACH $ 525.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 39 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, TEE EACH $ 1,000.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (1,000.00) $ - $ - 40 FITTINGS BY COUNT, DUCTILE IRON, 6IN, LOCKING TEE EACH $ 1,000.00 2.0 0.00 -2.00 0.00 0.00 $ - $ (2,000.00) $ - $ - 41 FITTINGS BY COUNT, DUCTILE IRON, 6 IN X 2 IN, REDUCER EACH $ 500.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (500.00) $ - $ - 42 FITTINGS BY COUNT, DUCTILE IRON, 8 IN, MJ CAP EACH $ 400.00 7.0 5.00 0.00 -2.00 0.00 0.00 $ - $ (800.00) $ - $ - 43 FITTINGS BY COUNT, DUCTILE IRON, 8IN, 90° ELBOW EACH $ 525.00 1.0 5.00 0.00 4.00 0.00 0.00 $ - $ 2,100.00 $ - $ - 44 FITTINGS BY COUNT, DUCTILE IRON, 8 IN, 22 1/2° ELBOW EACH $ 525.00 3.0 4.00 0.00 1.00 0.00 0.00 $ - $ 525.00 $ - $ - 45 FITTINGS BY COUNT, DUCTILE IRON, 8 IN, 111/4° ELBOW EACH $ 525.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 46 FITTINGS BY COUNT, DUCTILE IRON, 8IN, TEE EACH $ 1,000.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 47 FITTINGS BY COUNT, DUCTILE IRON, 8 IN, LOCKING TEE EACH $ 1,100.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (1,100.00) $ - $ - 48 FITTINGS BY COUNT, DUCTILE IRON, 8 IN X 6 IN, TEE EACH $ 1,000.00 2.0 0.00 -2.00 0.00 0.00 $ - $ (2,000.00) $ - $ - 49 FITTINGS BY COUNT, DUCTILE IRON, 8 IN X 4IN, REDUCER EACH $ 400.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 50 FITTINGS BY COUNT, DUCTILE IRON, 8 IN X 6IN, REDUCER EACH $ 400.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 51 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, MJ CAP EACH $ 550.00 1.0 2.00 0.00 1.00 0.00 0.00 $ - $ 550.00 $ - $ - 52 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, 90° ELBOW EACH $ 775.00 4.0 3.00 0.00 -1.00 0.00 0.00 $ - $ (775.00) $ - $ - 53 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, 45° ELBOW EACH $ 725.00 9.0 15.00 0.00 6.00 0.00 0.00 $ - $ 4,350.00 $ - $ - 54 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, 221/2° ELBOW EACH $ 725.00 6.0 4.00 0.00 -2.00 0.00 0.00 $ - $ (1,450.00) $ - $ - 55 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, 111/4° ELBOW EACH $ 725.00 1.0 3.00 0.00 2.00 0.00 0.00 $ - $ 1,450.00 $ - $ - 56 FITTINGS BY COUNT, DUCTILE IRON, 12IN, TEE EACH $ 1,350.00 3.0 2.00 0.00 -1.00 0.00 0.00 $ - $ (1,350.00) $ - $ - 57 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, LOCKING TEE EACH $ 1,400.00 1.0 0.00 -1.00 0.00 0.00 $ - $ (1,400.00) $ - $ - 58 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 6 IN, TEE EACH $ 1,300.00 3.0 1.00 0.00 -2.00 0.00 0.00 $ - $ (2,600.00) $ - $ - 59 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 8 IN, TEE EACH $ 1,300.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 60 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 6 IN, LOCKING TEE EACH $ 1,400.00 5.0 6.00 0.00 1.00 0.00 0.00 $ - $ 1,400.00 $ - $ - 61 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 8 IN, LOCKING TEE EACH $ 1,400.00 6.0 3.00 0.00 -3.00 0.00 0.00 $ - $ (4,200.00) $ - $ - 62 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 6 IN, REDUCER EACH $ 550.00 2.0 1.00 0.00 -1.00 0.00 0.00 $ - $ (550.00) $ - $ - 63 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 8 IN, REDUCER EACH $ 550.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 64 FITTINGS BY COUNT, DUCTILE IRON, 12 IN X 6 IN, TAPPING SLEEVE EACH $ 2,850.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 65 FITTINGS BY COUNT, DUCTILE IRON, 4 IN, RJ LONG SLEEVE EACH $ 375.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - FY 2019 University Avenue Reconstruction Project Phase 2 - Midway City of Waterloo Project No.: 934 AECOM Project No.: 60603631 Dr to Greenhill Rd FINAL QUANTITY SUMMARY 3/19/2024 Authorized Quantities Contract Quantities Division 1 Division 2 Division 3 Division 4 Division 1 Division 2 Division 3 Division 4 Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 1 Total Quantities Division 2 Total Quantities Division 3 Total Quantities Division 4 Total Quantities Quantity Difference Quantity Difference Quantity Difference Quantity Difference Increase/ Decrease Increase/ Decrease Increase/ Decrease Increase/ Decrease 66 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, RJ LONG SLEEVE EACH $ 450.00 7.0 4.00 0.00 -3.00 0.00 0.00 $ - $ (1,350.00) $ - $ - 67 FITTINGS BY COUNT, DUCTILE IRON, 8 IN, RJ LONG SLEEVE EACH $ 475.00 5.0 5.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 68 FITTINGS BY COUNT, DUCTILE IRON, 12 IN, RJ LONG SLEEVE EACH $ 700.00 2.0 6.00 0.00 4.00 0.00 0.00 $ - $ 2,800.00 $ - $ - 69 WATER SERVICE STUB, COPPER, 3/4 IN LF $ 250.00 28.6 79.90 0.00 51.30 0.00 0.00 $ - $ 12,825.00 $ - $ - 70 WATER SERVICE STUB, COPPER, 1 IN LF $ 325.00 63.2 138.40 0.00 75.20 0.00 0.00 $ - $ 24,440.00 $ - $ - 71 WATER SERVICE STUB, COPPER, 11/4 IN LF $ 275.00 23.2 34.40 0.00 11.20 0.00 0.00 $ - $ 3,080.00 $ - $ - 72 WATER SERVICE STUB, COPPER, 2 IN LF $ 425.00 19.3 35.40 0.00 16.10 0.00 0.00 $ - $ 6,842.50 $ - $ - 73 WATER SERVICE STUB, TRENCHED, COPPER, 3/4 IN, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 38.4 88.40 0.00 50.00 0.00 0.00 $ - $ 6,250.00 $ - $ - 74 WATER SERVICE STUB, TRENCHED, COPPER, 1 IN, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 39.0 39.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 75 WATER SERVICE STUB, TRENCHED, COPPER, 11/41N, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 46.0 44.00 0.00 -2.00 0.00 0.00 $ - $ (250.00) $ - $ - 76 WATER SERVICE STUB, TRENCHLESS, COPPER, 1 IN, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 45.8 45.80 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 77 WATER SERVICE STUB, TRENCHLESS, COPPER, 11/41N, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 41.8 0.00 -41.80 0.00 0.00 $ - $ (5,225.00) $ - $ - 78 WATER SERVICE STUB, TRENCHLESS, COPPER, 2 IN, WITH INTEGRAL RESTRAINED JOINT CASING PIPE LF $ 125.00 50.7 50.00 0.00 -0.70 0.00 0.00 $ - $ (87.50) $ - $ - 79 VALVE, GATE, DIP, 4 IN EACH $ 1,100.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 80 VALVE, GATE, DIP, 6 IN EACH $ 1,350.00 15.0 9.00 0.00 -6.00 0.00 0.00 $ - $ (8,100.00) $ - $ - 81 VALVE, GATE, DIP, 8 IN EACH $ 1,600.00 8.0 8.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 82 VALVE, GATE, DIP, 12 IN EACH $ 2,400.00 18.0 18.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 83 FIRE HYDRANT EACH $ 6,000.00 9.0 9.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 84 FIRE HYDRANT ASSEMBLY REMOVAL EACH $ 1,500.00 8.0 8.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 85 MANHOLE, SW-401, 48 IN. EACH $ 3,750.00 4 8.00 4.00 0.00 0.00 0.00 $ 15,000.00 $ - $ - $ - 86 MANHOLE, SW-401, 60 IN. EACH $ 5,000.00 2 2.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 87 MANHOLE, SW-402, 4 X 4 EACH $ 4,500.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 88 INTAKE, SW-501 EACH $ 5,500.00 2 2.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 89 INTAKE, SW-507 EACH $ 5,000.00 14 15.50 1.50 0.00 0.00 0.00 $ 7,500.00 $ - $ - $ - 90 INTAKE, SW-508 EACH $ 5,500.00 6 6.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 91 INTAKE, SW-509 EACH $ 5,500.00 12 12.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 92 INTAKE, SW-510 EACH $ 6,250.00 8 8.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 93 INTAKE, SW-545 EACH $ 6,250.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 94 95 96 97 98* 99* 100 CONNECTION TO EXISTING MANHOLE OR INTAKE MANHOLE OR INTAKEADJUSTMENT,MINOR _EACH MANHOLE OR INTAKE ADJUSTMENT, MAJOR REMOVALS, MANHOLE OR INTAKE SANITARY SEWER SPOT REPAIR, BY COUNT (CO 5.3) SANITARY SEWER SPOT REPAIR BYLINE' •• • , STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C-SUD, CLASS 3 DURABILITY, 8 IN. EACH EACH EACH EACH LF SY $ 1,500.00 $ 1,400.00 $ 3,250.00 $ 1,000.00 $ 5,000.00 •• •• $ 40.00 13 35 361.5 1.0 10.00 8.00 2.00 42.00 412.46 1.00 -3.00 -2.00 0.00 7.00 0.00 • •• 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 - 0• 0.00 0.00 0.00 0.00 0.00 0.00 • •• $ (4,500.00) $ 00.00) $ $ 7,000.00 $ $ - $ $ $ - $ - - - $ - Ej �! $ - $ - $ - $ - - 50.96 0.00 0.00 $ 2,038.40 $ - $ - $ - 101 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C-SUD, CLASS 3 DURABILITY, 10 IN. SY $ 48.00 30422.4 544.9 30578.80 544.90 156.40 0.00 0.00 0.00 $ 7,507.20 $ - $ - $ - 102 TEMPORARY PAVEMENT SY $ 66.00 3148.3 426.3 2835.80 331.60 -312.50 0.00 -94.70 0.00 $ (20,625.00) $ - $ (6,250.20) $ - 103 CURB AND GUTTER, SLOPED, VAR., 6 IN. LF $ 26.00 662 47.10 -614.90 0.00 0.00 0.00 $ (15,987.40) $ - $ - $ - 104 CURB AND GUTTER, STANDARD, VAR., 6 IN. LF $ 26.00 536 320.0 581.60 360.80 45.60 0.00 40.80 0.00 $ 1,185.60 $ - $ 1,060.80 $ - 105 CONCRETE MEDIAN SY $ 66.00 36.5 -36.50 0.00 0.00 0.00 $ (2,409.00) $ - $ - $ - 106 LINSEED OIL SURFACE TREATMENT OF PCC PAVING AND CURB AND GUTTER SY $ 1.20 3681.5 5517.93 1836.43 0.00 0.00 0.00 $ 2,203.72 $ - $ - $ - 107 HMA PAVEMENT, STANDARD, 8 IN. SY $ 90.00 161.7 769.60 607.90 0.00 0.00 0.00 $ 54,711.00 $ - $ - $ - 108 REMOVAL OF SIDEWALK, SHARED USE PATH, OR DRIVEWAY SY $ 5.50 1214.4 2.8 1342.50 11.00 128.10 0.00 8.20 0.00 $ 704.55 $ - $ 45.10 $ - 109 SHARED USE PATHS, PCC, 6 IN. SY $ 32.00 3717.9 61.8 3537.40 72.00 -180.50 0.00 10.20 0.00 $ (5,776.00) $ - $ 326.40 $ - 110 PCC SIDEWALK, PCC, 4IN. SY $ 34.00 1749.6 3.9 1641.80 15.40 -107.80 0.00 11.50 0.00 $ (3,665.20) $ - $ 391.00 $ - 111 STANDARD PORTLAND CEMENT COLORED CONCRETE PAVEMENT, CLASS C-4, CLASS 3 DURABILITY, 6 IN. SY $ 110.00 2340.2 37.1 2283.00 38.10 -57.20 0.00 1.00 0.00 $ (6,292.00) $ - $ 110.00 $ - 112 STANDARD PORTLAND CEMENT COLORED CONCRETE PAVEMENT, CLASS C-4, CLASS 3 DURABILITY, 10 IN. SY $ 132.50 791.6 lb 922.90 105.60 131.30 0.00 0.00 0.00 $ 17,397.25 $ $ - $ - 113 DETECTABLE WARNINGS, CAST IRON SF $ 30.00 435 55.0 526.00 61.00 91.00 0.00 6.00 0.00 $ 2,730.00 $ - $ 180.00 $ - 114 DRIVEWAYS, PCC, 6 IN. SY $ 37.75 2151.8 2002.80 -149.00 0.00 0.00 0.00 $ (5,624.75) $ - $ - $ - 115 FULL DEPTH PATCHES, COMPOSITE SY $ 155.00 46.7 93.0 161.20 114.50 -93.00 0.00 0.00 $ 17,747.50 $ (14,415.00) $ - $ - 116 FULL DEPTH PATCHES, HMA SY $ 145.00 40.4 158.60 118.20 0.00 0.00 0.00 $ 17,139.00 $ - $ - $ - 117 FULL DEPTH PATCHES, PCC SY $ 105.00 41.5 16.9 181.00 -41.50 164.10 0.00 0.00 $ (4,357.50) $ 17,230.50 $ - $ - 118 REMOVAL OF PAVEMENT SY $ 5.50 44258.3 803.6 44258.30 181.00 803.60 0.00 181.00 0.00 0.00 $ - $ 995.50 $ - $ - 119 CURB AND GUTTER REMOVAL LF $ 2.50 3180 320.0 752.00 342.00 -2428.00 0.00 22.00 0.00 $ (6,070.00) $ - $ 55.00 $ - 120 SAWCUT FOR REMOVALS LF $ 5.50 5142.8 188.8 5674.00 216.00 342.00 531.20 216.00 153.20 0.00 $ 2,921.60 $ 1,188.00 $ 842.60 $ - 121 TRAFFIC SIGNAL EACH $ 215,000.00 2.5 0.5 2.50 0.50 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 122 TRAFFIC SIGNAL REMOVAL EACH $ 4,500.00 2.5 0.5 2.50 0.50 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 123 TEMPORARY TRAFFIC SIGNAL EACH $ 12,000.00 2.5 0.5 2.50 0.50 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 124 TRAFFIC CONTROL LS $ 60,000.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 125 LIGHT POLES EACH $ 4,750.00 40 40.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 126 ELECTRICAL CIRCUITS LF $ 10.00 12395 12395.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 127 HANDHOLES AND JUNCTION BOXES EACH $ 950.00 44 42.00 -2.00 0.00 0.00 0.00 $ (1,900.00) $ - $ - $ - 128 CONTROL CABINET EACH $ 6,500.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 129 FLAGGER EACH $ 600.00 20 25.50 5.50 0.00 0.00 0.00 $ 3,300.00 $ - $ - $ - 130 PAINTED PAVEMENT MARKINGS, SOLVENT WATERBORNE STA $ 36.00 301.09 10.9 376.88 7.62 75.79 0.00 -3.32 0.00 $ 2,728.44 $ - $ (119.52) $ - 131 WET, RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA $ 110.00 316.48 20.0 227.66 52.30 42.25 -88.82 52.30 22.25 0.00 $ (9,770.20) $ 5,753.00 $ 2,447.50 $ - 132 PAVEMENT MARKINGS REMOVED STA $ 115.00 49.9 3.2 163.66 113.76 0.00 -3.21 0.00 $ 13,082.40 $ - $ (369.15) $ - 133 PAINTED SYMBOLS AND LEGENDS, SOLVENT WATERBORNE EACH $ 100.00 4 4.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 134 REMOVAL OF CONCRETE FOOTINGS OF LIGHT POLES EACH $ 500.00 26 26.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 135 REMOVAL OF STEEL BEAM GUARDRAIL LF $ 8.50 126 126.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 136 SAFETY CLOSURE EACH $ 100.00 61 94.00 4.00 33.00 4.00 0.00 0.00 $ 3,300.00 $ 400.00 $ - $ - 137 REMOVE AND REINSTALL SIGN EACH $ 100.00 2 1.0 3.00 1.00 1.00 0.00 0.00 0.00 $ 100.00 $ - $ - $ - 138 REMOVAL OF TYPEASIGNASSEMBLY EACH $ 50.00 32 32.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - FY 2019 University Avenue Reconstruction Project Phase 2 - Midway City of Waterloo Project No.: 934 AECOM Project No.: 60603631 Dr to Greenhill Rd FINAL QUANTITY SUMMARY 3/19/2024 Authorized Quantities Contract Quantities Division 1 Division 2 Division 3 Division 4 Division 1 Division 2 Division 3 Division 4 Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 1 Total Quantities Division 2 Total Quantities Division 3 Total Quantities Division 4 Total Quantities Quantity Difference Quantity Difference Quantity Difference Quantity Difference Increase/ Decrease Increase/ Decrease Increase/ Decrease Increase/ Decrease 139 REMOVAL OF TYPE B SIGN TRUSS AND FOUNDATION EACH $ 3,000.00 4 4.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 140 PERFORATED SQUARE STEEL TUBE POSTS LF $ 8.00 559 619.10 60.10 0.00 0.00 0.00 $ 480.80 $ - $ - $ - 141 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION EACH $ 225.00 56 62.00 6.00 0.00 0.00 0.00 $ 1,350.00 $ - $ - $ 142 TYPEASIGNS,SHEETALUMINUM SF $ 17.50 468 478.75 10.75 0.00 0.00 0.00 $ 188.13 $ - $ - $ - 143 TYPEBSIGNS,SHEETALUMINUM SF $ 27.50 77 77.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 144 TEMPORARY BUSINESS ACCESS SIGNS EACH $ 100.00 37 6.0 102.00 6.00 65.00 0.00 0.00 0.00 $ 6,500.00 $ - $ - $ - 145 TEMPORARY BARRIER RAIL, CONCRETE LF $ 12.00 1290 1376.00 86.00 0.00 0.00 0.00 $ 1,032.00 $ - $ - $ - 146 TEMPORARY FLOODLIGHTING LUMINAIRE EACH $ 1,000.00 10 3.0 6.00 -4.00 0.00 -3.00 0.00 $ (4,000.00) $ - $ (3,000.00) $ - 147 TEMPORARY LANE SEPARATION SYSTEM LF $ 10.00 2304 992.0 1563.00 1522.00 -741.00 0.00 530.00 0.00 $ (7,410.00) $ - $ 5,300.00 $ - 148 PORTABLE DYNAMIC MESSAGE SIGN CDAY $ 75.00 120 244.00 124.00 0.00 0.00 0.00 $ 9,300.00 $ - $ - $ - 149 TEMPORARY SEEDING ACRE $ 2,100.00 4.4 0.1 7.77 0.10 3.37 0.00 0.00 0.00 $ 7,077.00 $ - $ - $ - 150 SWPPP MANAGEMENT LS $ 20,000.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 151 SEEDING,FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING ACRE $ 4,500.00 4.4 0.1 6.78 0.26 2.38 0.00 0.16 0.00 $ 10,710.00 $ - $ 720.00 $ - 152 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF $ 3.00 2150 125.0 5625.00 3475.00 0.00 -125.00 0.00 $ 10,425.00 $ - $ (375.00) $ - 153 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF $ 0.25 2150 125.0 5625.00 3475.00 0.00 -125.00 0.00 $ 868.75 $ - $ (31.25) $ - 154 SILT FENCE OR SILT FENCE DITCH CHECK INSTALLATION LF $ 2.25 2731.3 401.00 -2330.30 0.00 0.00 0.00 $ (5,243.17) $ - $ - $ - 155 MAINTENANCE OF SILT FENCE OR SILT FENCE DITCH CHECK LF $ 0.35 273.1 -273.10 0.00 0.00 0.00 $ (95.59) $ - $ - $ - 156 REMOVAL OF SILT FENCE OR SILT FENCE DITCH CHECK LF $ 0.50 2731.3 401.00 -2330.30 0.00 0.00 0.00 $ (1,165.15) $ - $ - $ - 157 ROLLED EROSION CONTROL PRODUCT, TYPE II SQ $ 22.50 103 -103.00 0.00 0.00 0.00 $ (2,317.50) $ - $ - $ - 158 MOWING ACRE $ 225.00 4.7 -4.70 0.00 0.00 0.00 $ (1,057.50) $ - $ - $ - 159 TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 65.00 6 -6.00 0.00 0.00 0.00 $ (390.00) $ - $ - $ - 160 MAINTENANCE OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 35.00 6 -6.00 0.00 0.00 0.00 $ (210.00) $ - $ - $ - 161 REMOVAL OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 25.00 6 -6.00 0.00 0.00 0.00 $ (150.00) $ - $ - $ - 162 OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 105.00 45 98.00 53.00 0.00 0.00 0.00 $ 5,565.00 $ - $ - $ - 163 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 25.00 45 103.00 58.00 0.00 0.00 0.00 $ 1,450.00 $ - $ - $ - 164 REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 25.00 45 98.00 53.00 0.00 0.00 0.00 $ 1,325.00 $ - $ - $ - 165 GRATE INTAKE SEDIMENT FILTER BAG EACH $ 135.00 3 2.0 15.00 12.00 12.00 0.00 10.00 0.00 $ 1,620.00 $ - $ 1,350.00 $ - 166 MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG EACH $ 35.00 3 2.0 1.00 -2.00 0.00 -2.00 0.00 $ (70.00) $ - $ (70.00) $ - 167 REMOVAL OF GRATE INTAKE SEDIMENT FILTER BAG EACH $ 25.00 3 2.0 15.00 12.00 12.00 0.00 10.00 0.00 $ 300.00 $ - $ 250.00 $ - 168 CHAIN LINK FENCE, 72 IN. LF $ 35.00 57.5 -57.50 0.00 0.00 0.00 $ (2,012.50) $ - $ - $ - 169 REMOVAL OF FENCE LF $ 15.00 57.5 27.50 -30.00 0.00 0.00 0.00 $ (450.00) $ - $ - $ - 170 MODULAR BLOCK RETAINING WALL SF $ 30.00 252 -252.00 0.00 0.00 0.00 $ (7,560.00) $ - $ - $ - 171 MOBILIZATION LS $ 650,000.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 172 RELOCATION OF MAILBOXES LS $ 2,000.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 173 CONCRETE WASHOUT LS $ 15,000.00 1 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 174 LANDSCAPING LS $ 275,000.00 -- 0.98 0.00 0.00 $ (5,650.00) $ 5,650.00 $ - 175 WATERING MGAL $ 160.00 11.76 21.50 9.74 0.00 0.00 0.00 $ 1,558.40 $ - $ - $ - 176 IN -LINE FLOCCULANT SOCK EACH $ 700.00 50 3.00 -47.00 0.00 0.00 0.00 $ (32,900.00) $ - $ - $ - 177 DEWATERING BAGS EACH $ 550.00 75 14.00 -61.00 0.00 0.00 0.00 $ (33,550.00) $ - $ - $ - 1-1 MOBILIZATION - CLEARING & GRUBBING LS $ 5,000.00 1 1.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - $ - $ - $ - $ - 1-2 CLEARING & GRUBBING ACRE $ 10,000.00 5.01 5.01 0.00 0.00 $ - $ - 1-3 1-5 1-6 1-7 2-1 TRAFFIC CONTROL - CLEARING AND GRUBBING LOADER/DOZER SUPERVISIOR MOBILIZATION- TUB GRINDING LOAD AND HAUL RATE ' LS HR r HR LS LOAD $ 3,000.00 $ 05.00 $ 100.00 $ 1,000.00 $ 140.00 1 41.. 0.0 8.0 1.0 60.0 480.0 1.00 3.00 41.0 8.00 1.00 50.00 629.68 0.00 0.00 $ - $ - Wir - $ - $ - $ - $ (1,400.00) < 5,343.58 $ - 0.00 0.00 0.00 0.00 n nn 0.00 0.00 0.00 0.00 0. ..vim 0.00 0.00 0.00 0.00 0.00 mow, 0.00 0.00 0.00 -10.00 149.6$ 0.00 7 - $ - $ - $ - $ - " 7 $ - $ - $ - $ - < -- - $ - $ - $ - $ - $ - - 3-1 OPTICON DETECTOR REPLACEMENT EACH $ 962.50 3 0.00 0.00 $ - $ - $ - 3-2 COLD WEATHER PROTECTION SY $ 1.00 2000 7785.88 5785.88 0.00 0.00 0.00 $ 5,785.88 $ - $ - $ - 3-3 8" - 45 DEGEE ELBOW EACH $ 561.00 1.0 6.00 0.00 5.00 0.00 0.00 $ - $ 2,805.00 $ - $ - 3-4 GREENHILLROADTRAFFICCONTROLANDMOBILIZATION LS $ 7,535.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 3-5 BORING PIT EXCAVATION AND BACKFILL LS $ 14,880.00 1.0 1.00 0.00 0.00 0.00 0.00 $ - $ - $ - $ - 4-1 TRENCH DRAIN, NEENAH R4996-C LF $ 376.54 26 26.00 0.00 0.00 0.00 0.00 0.00 0.00 . 0.00 0.00 0.00 0.00 $ - $ - $ - $ - $MJIIIIIIVI- 4-2 5-2 6-1 7-1 CONCRETE TRENCH LF CH LF LS EACH $ 67.69 --.-- $ 11.00 $ 2,035.00 $ 2,974.95 26 26.00 1.00 105.00 1.00 1 ' 0.00 -.--MINIW 15.00 0.00 0.00 0.00 0.00 0.00 0.00 $ - $ - $ - TARY SEWMINIMHOLE, SMIIIPW SANITARY ABANDONMENT, PLUG AND FILL, LESS THAN 36 IN. LANDSCAPING PLANTING MODIFICATION TRASH RECEPTICAL 0.00 0.00 0.00 $ W $ 165.00 $ - $ - W $ - $ - $ - $ - $ - $ - - i $ - $ - $ - Total Div 1 - City $ 343,286.46 Div 2 - WWW $ (106,275.00) Div 3 - CF $ 7,870.78 Div 4 - Parks $ 3,943.58 City Original Contract Change Order#1 Change Order#2 Change Order#3 Change Order#4 Change Order#5 Change Order#6 Change Order#7 Increase/Decrease Final Contract Amount Division 1 WWW $ 6,632,690.36 $ 58,100.00 $ 4,887.50 $ 11,549.98 $ (5,610.00) $ 2,035.00 $ 2,974.95 $ 343,286.46 $ 7,049,914.25 Division 2 $ 1,490,777.00 $ (23,024.00) CF Division 3 Parks $ 246,392.22 Division 4 Total - $8,369,859.58 49,025.00 $107,125.00 8,446.00 $8,446.00 -$18,136.50 $11,549.98 -$5,610.00 $2,035.00 $2,974.95 $ (106,275.00) $ 7,870.78 $ 3,943.58 $248,825.82 $ 1,361,478.00 $ 254,263.00 $ 61,414.58 $8,727,069.83