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HomeMy WebLinkAboutPeterson_Contractors_FQS_-_Cont._No._971_(CO__16)_Ph_3_-_11.3.2025Docusign Envelope ID: DE331357-071F-41FD-BF66-D242EA5D95BC CHANGE ORDER NO. 16 Owner City of Waterloo Date: 10/16/2025 Project University Avenue Reconstruction - Phase 3 Owner's Contract No. 971 Contractor: Peterson Contractors, Inc. Date of Contact Start 3/16/2020 Contract Amount: $ 14,387,651.08 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. Reason for Change Order As -built quantities varied for some bid items. CONTRACT PRICE CONTRACT TIME To Substantial To Final Completion Completion Original: $ 14,387,651.08 Original Completion Date: 11/20/20201 11/20/20201 Previous C.O.s (ADD/DEDUCT) $ 586,903.08 This C.O. (ADD/DEDUCT) $ 352,078.63 Revised Completion Date: Contract Price with all approved Change Orders: $ 15,326,632.79 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. DocuSigned by: AP D: BY: hL C1Mt Owner (Authorized Signature) Digitally signed by Chris D. Fleshner ACCEPTED: DN: C=Us, E-cfleshner@pcius.corn, D="Poterson Chris D. F l es h n e r Reason lram approv ng ihissdocument er BY: Date: 2025.10.24 10:05:40-05'00' 11/3/2025 Date 10-24-2025 Contractor (Authorized Signature) Date ACCEPTED: BY: eG%1''u'Ll•4 e. c ,,r 10/24/2025 AECOM Date AECOM 60630288 I 17 Project No. C.O. No. Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals Item Na Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 1 CLEARING AND GRUBBING UNIT $ 60.00 107.5 8716 _ _ _ 30 _ _ ' 327.4 _ _ _ _ _ 219.9 0 0 0 0 0 0 $ 13,194.00 $ - $ - $ - $ - 2 ON -SITE TOPSOIL CY $ 12.00 3562 -5154 0 0 0 $ (61,848.00) $ - $ - $ - $ - 3 TOPSOIL, CONTRACTOR FURNISH CY $ 25.00 5663 4613 -1050 0 0 0 $ (26,250.00) $ - $ - $ - $ - 4 EXCAVATION, CLASS 10, ROADWAY AND CY BORROW $ 4.50 41022 41022 30 0 0 0 0 0 $ - $ - $ - $ - $ - 5 EXCAVATION, CLASS 10, WASTE CY $ 2.75 28890 35580 201 6690 0 201 0 0 $ 18,397.50 $ - $ 552.75 $ - $ - 6 EXCAVATION, CLASS 13 CY $ 26.00 50 -50 0 0 0 0 $ (1,300.00) $ - $ - $ - $ - 7 EXCAVATION, CLASS 20 CY $ 7.50 2664.1 432 -2232.1 0 0 0 0 $ (16,740.75) $ - $ - $ - $ 8 CONTRACTOR FURNISHED EMBANKMENT -IN -PLACE (LEVEE MATERIAL) CY $ 20.00 750 -750 0 0 0 0 $ (15,000.00) $ - $ - $ - _ $ - 9 SUBGRADE PREPARATION, 12 IN. SY $ 1.60 47100 -47100 0 0 0 0 $ (75,360.00) $ - $ - $ - $ - 10 SUBGRADE TREATMENT, GEOGRID SY $ 1.60 600 47100 430 46500 0 430 0 0 $ 74,400.00 $ - $ 688.00 $ - $ - 11 SUBBASE, MODIFIED CY $ 30.00 20121.6 26723 176 6601.4 0 176 0 0 $ 198,042.00 $ - $ 5,280.00 $ - $ - 12 REMOVALS, STRUCTURES EACH $ 7,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 13 BRIDGE APPROACH, BR-201/231 SY $ 182.50 1430.7 1465.4 34.7 0 0 0 0 $ 6,332.75 $ - $ - $ - $ - 14 BRIDGE APPROACH, BR-202/231 SY $ 182.50 452 593.4 141.4 0 0 0 0 $ 25,805.50 $ - $ - $ - $ - *15 BRIDGE APPROACH, BR-201/212 SY $ - 0 0 0 0 0 $ - $ - $ - $ - $ - 16 BRIDGE APPROACH, BR-201/211 SY $ 200.00 100 0 0 0 0 -100 $ - $ - $ - $ - $ (20,000.00) 17 REPLACEMENT OF UNSUITABLE BACKFILL MATERIAL CY $ 28.00 250 250 -250 -250 0 0 0 $ (7,000.00) $ (7,000.00) $ - $ - $ - 18 PIPE SUPPORT 3010.901 EACH $ 425.00 9 6 -3 0 0 0 0 $ (1,275.00) $ - $ - $ - $ - 19 SANITARY SEWER, TRENCHED, PVC TRUSS, 10 IN. LF $ 66.00 871.18 871.18 0 0 0 0 0 $ - $ - $ - $ - $ - 20 REMOVAL OF SANITARY SEWER, LESS THAN 36 IN. LF $ 30.00 254.4 584.4 0 0 0 330 0 $ - $ - $ - $ 9,900.00 $ - 21 SANITARY ABANDONMENT, PLUG AND FILL, LESS THAN 36 IN. LF $ 10.00 2467.4 1345 0 0 0 -1122.4 0 $ - $ - $ - $ (11,224.00) $ - 22 STORM SEWER, TRENCHED, RCP, CLASS III, 15 IN. LF $ 48.00 4665 4766.8 101.8 0 0 0 0 $ 4,886.40 $ - $ - $ - $ - 23 STORM SEWER, TRENCHED, RCP, CLASS III, 18IN. LF $ 51.00 1218.2 1199.5 -18.7 0 0 0 0 $ (953.70) $ - $ - $ - $ - 24 STORM SEWER, TRENCHED, RCP, CLASS III, 24 IN. LF $ 60.00 1053.9 1103.3 49.4 0 0 0 0 $ 2,964.00 $ - $ - $ - $ - 25 STORM SEWER, TRENCHED, RCP, CLASS III, 30 IN. LF $ 89.00 331.4 331.4 0 0 0 0 0 $ - $ - $ - $ - $ - 26 STORM SEWER, TRENCHED, RCP, CLASS III, 36 IN. LF $ 106.00 1662.8 1662.8 0 0 0 0 0 $ - $ - $ - $ - $ - 27 STORM SEWER, TRENCHED, RCP, CLASS III, 48 IN. LF $ 161.00 331.9 331.9 0 0 0 0 0 $ - $ - $ - $ - $ - 28 STORM SEWER, TRENCHED, RCP, CLASS III, 44x27 IN. LF $ 117.00 352.1 352.1 0 0 0 0 0 $ - $ - $ - $ - $ - 29 STORM SEWER, TRENCHED, RCP, CLASS IV, 15 IN. LF $ 47.00 294.7 251.7 -43 0 0 0 0 $ (2,021.00) $ - $ - $ - $ - 30 STORM SEWER, TRENCHED, PVC, 8 IN. LF $ 46.00 24 35 11 0 0 0 0 $ 506.00 $ $ $ $ 31 STORM SEWER, TRENCHED, RCP, CLASS IV, 36 IN. LF $ 114.00 312 312 0 0 0 0 0 $ - $ - $ - $ - $ - 32 STORM SEWER, TRENCHED, UNCLASSIFIED, 18 IN. LF $ 50.00 44 44 0 0 0 0 0 $ - $ - $ - $ - $ - 33 STORM SEWER, TRENCHED, UNCLASSIFIED, 24 IN. LF $ 85.00 24 24 0 0 0 0 0 $ - $ - $ - $ - $ - 34 REMOVAL OF STORM SEWER, RCP, LESS THAN 36 IN. LF $ 24.00 6904 8259 1355 0 0 0 0 $ 32,520.00 $ - $ - $ - $ - 35 STORM ABANDONMENT, PLUG AND FILL, LESS THAN 36 IN. LF $ 42.00 45 84 39 0 0 0 0 $ 1,638.00 $ - $ - $ - $ - 36 15" RCP APRON 4030.222 EACH $ 800.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 37 18" RCP APRON 4030.222 EACH $ 850.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 38 24" RCP APRON 4030.222 EACH $ 850.00 3 2 -1 0 0 0 0 $ (850.00) $ - $ - $ - $ - 39 36" RCP APRON 4030.222 EACH $ 1,300.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 40 24" PIPE APRON GUARD 4030.224 EACH $ 700.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 41 36" PIPE APRON GUARD 4030.224 EACH $ 125.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 42 RCP APRON FOOTINGS 4030.221 EACH $ 350.00 9 8 -1 0 0 0 0 $ (350.00) $ - $ - $ - $ - 43 SUBDRAIN, TYPE SP, 6 IN. LF $ 11.00 11605 12429 824 0 0 0 0 $ 9,064.00 $ - $ - $ - $ - Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 SUBDRAIN OUTLETS AND CONNECTIONS, EXISTING SUBDRAIN, 6 IN. EACH EACH $ 400.00 $ 200.00 12 150 1991.7 641 — 6 158 1847.4 639.9 -6 0 0 0 0 $ (2,400.00) $ - $ - $ - $ - 45 SUBDRAIN OUTLETS AND CONNECTIONS, PER PLAN, 6 IN. _ 8 0 0 0 0 $ 1,600.00 $ - $ - $ - $ - 46 WATER MAIN, TRENCHED, DUCTILE IRON PIPE (DIP), 6 IN, NITRILE GASKETS LF $ 70.00 0 -144.3 0 0 0 $ - $ (10,101.00) $ - $ - $ - 47 WATER MAIN, DIRECT BURIED, DUCTILE IRON PIPE (DIP), 6 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE LF $ 125.00 _ 0 -1.1 0 0 0 $ - $ (137.50) $ - $ - $ - 48 WATER MAIN, TRENCHLESS, DUCTILE IRON PIPE (DIP), 6 IN, NITRILE GASKETS, INTEGRAL RESTRAINED JOINTS LF $ 100.00 203 0 -203 0 0 0 $ $ (20,300.00) $ $ $ 49 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, MJ CAP EACH $ 350.00 17 11 0 -6 0 0 0 $ - $ (2,100.00) $ - $ - $ - 50 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 90° ELBOW EACH $ 425.00 2 4 0 2 0 0 0 $ - $ 850.00 $ - $ - $ - 51 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 45° ELBOW EACH $ 425.00 55 41 0 -14 0 0 0 $ - $ (5,950.00) $ - $ - $ - 52 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 22 1/2° ELBOW EACH $ 350.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - 53 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, 11 1/4° ELBOW EACH $ 425.00 3 1 0 -2 0 0 0 $ - $ (850.00) $ - $ - $ - 54 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, LOCKING TEE EACH $ 500.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 55 FITTINGS BY COUNT, DUCTILE IRON, 6 IN, RJ LONG SLEEVE EACH $ 425.00 19 19 0 0 0 0 0 $ - $ - $ - $ - $ - 56 WATER SERVICE STUB, COPPER, 3/4 IN LF $ 110.00 18 17 0 -1 0 0 0 $ $ (110.00) $ $ $ 57 WATER SERVICE STUB, TRENCHED, COPPER, 3/4 IN, INTEGRAL RESTRAINED JOINTS WITH CASING PIPE LF 0 0 0 0 0 $ $ $ $ $ 58 VALVE, GATE, DIP, 6 IN EACH $ 1,100.00 21 21 0 0 0 0 0 $ - $ - $ - $ - $ - 59 FIRE HYDRANT ASSEMBLY EACH $ 4,200.00 11 12 0 1 0 0 0 $ - $ 4,200.00 $ - $ - $ - 60 FIRE HYDRANT ASSEMBLY REMOVAL EACH $ 650.00 9 10 0 1 0 0 0 $ - $ 650.00 $ - $ - $ - 61 MANHOLE, SW-401, 48 IN. EACH $ 4,400.00 6 7 1 0 0 0 0 $ 4,400.00 $ - $ - $ - $ - 62 MANHOLE, SW-402 EACH $ 3,900.00 6 6 0 0 0 0 0 $ - $ - $ - $ - $ - 63 MANHOLE, SW-403 EACH $ 5,700.00 8 8 0 0 0 0 0 $ - $ - $ - $ - $ - 64 INTAKE, SW-501 EACH $ 3,550.00 1 2 1 0 0 0 0 $ 3,550.00 $ - $ - $ - $ - 65 INTAKE, SW-502 EACH $ 4,100.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 66 INTAKE, SW-507 EACH $ 3,700.00 43 41 -2 0 0 0 0 $ (7,400.00) $ - $ - $ - $ - 67 INTAKE, SW-508 EACH $ 4,000.00 7 7 0 0 0 0 0 $ - $ - $ - $ - $ - 68 INTAKE, SW-509 EACH $ 4,350.00 10 10 0 0 0 0 0 $ - $ - $ - $ - $ - 69 INTAKE, SW-510 EACH $ 4,800.00 5 5 0 0 0 0 0 $ - $ - $ - $ - $ - 70 INTAKE, SW-512, 24 IN. EACH $ 1,500.00 12 12 0 0 0 0 0 $ - $ - $ - $ - $ - 71 INTAKE, SW-513 EACH $ 4,200.00 4 5 1 0 0 0 0 $ 4,200.00 $ - $ - $ - $ - 72 MODIFIED INTAKE, SW-508 EACH $ 6,900.00 10 10 0 0 0 0 0 $ - $ - $ - $ - $ - 73 MODIFIED INTAKE, SW-510 EACH $ 7,000.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 74 CONNECTION TO EXISTING MANHOLE OR EACH INTAKE $ 675.00 3 8 5 0 0 0 0 $ 3,375.00 $ - $ - $ - $ - 75 ADJUSTMENT OF EXISTING MANHOLE OR INTAKE, MINOR EACH $ 1,250.00 7 2 5 2 0 0 -2 0 $ 2,500.00 $ - $ - $ (2,500.00) $ - 76 ADJUSTMENT OF EXISTING MANHOLE OR INTAKE, MAJOR EACH $ 1,850.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 77 SANITARY SEWER, MANHOLE, SW-301, 48 1N. EACH $ 3,950.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - 78 SANITARY SEWER, MANHOLE, SW-303, 48 IN. EACH $ 5,200.00 2 4 0 0 0 2 0 $ - $ - $ $ 10,400.00 $ $ - $ - 79 REMOVALS, MANHOLE OR INTAKE EACH $ 500.00 62 10 87 10 25 0 0 0 0 $ 12,500.00 $ $ Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals I Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 80 SANITARY MANHOLE ABANDONMENT EACH $ 1,200.00 1 40020 _ _ 0 105.9 0 0 0 0 -1 0 $ - $ - $ - $ (1,200.00) $ - 81 STANDARD OR SLIP FORM PORTLAND CEMENT CONCRETE PAVEMENT, CLASS C- SUD, CLASS 3 DURABILITY, 10 IN. SY $ 48.25 39914.1 0 0 $ 5,109.68 $ $ $ $ 82 TEMPORARY PAVEMENT SY $ 70.00 581 457.3 -123.7 0 0 0 0 $ (8,659.00) $ - $ - $ - $ - 83 CURB AND GUTTER, SLOPED, VAR., 6 IN. LF $ 25.00 948.4 1173.5 _ 225.1 0 0 0 0 $ 5,627.50 $ - $ - $ - $ - MEDIAN, COLORED CONCRETE PAVEMENT, CLASS C-4, CLASS 3 DURABILITY, 6 IN. SY $ 110.00 5942.1 4949.4 -992.7 0 0 0 0 $ (109,197.00) $ -$ -$ -$ - ICONCRETE LINSEEDOILSURFACETREATMENTOF PAVING AND CURB AND GUTTER „00017301.27PCC 31698.73 0 0 0 0 $ (15,849.37) $ $ $ $ HMA PAVEMENT, STANDARD, 8 IN. SY $ 120.00 76.6 -76.6 0 0 0 0 $ (9,192.00) $ - $ - $ - $ - 87 REMOVAL OF SIDEWALK, SHARED USE PATH, OR DRIVEWAY SY 2727 536 0 0 0 0 $ 2,278.00 $ - $ - $ - $ - :: SHARED USE PATHS, PCC, 6 IN. SY 1173.8 0 0 0 0 $ 48,125.80 $ - $ - $ - $ - : • SHARED USE PATHS, PCC, 1FT.-21N., REINFORCED SY -189.9 0 0 0 0 $ (28,485.00) $ - $ - $ - $ - • 0 PCC SIDEWALK, PCC, 4 IN. SY 340.2 0 0 0 0 $ 12,247.20 $ - $ - $ - $ - 91 PCC SIDEWALK, PCC, 6 IN. SY $ 44.00 109.5 ------ -109.5 0 0 0 0 $ (4,818.00) $ - $ - $ - $ - 92 COLORED CONCRETE PAVEMENT, CLASS SY STANDARD PORTLAND CEMENTIN..... C-4, CLASS 3 DUURABILITY,,66 IN. $ 110.00 738.7 928.6 189.9 0 0 0 0 $ 20,889.00 $ - $ - $ - $ - PORTLAND CEMENT COLORED CONCRETE PAVEMENT, CLASS C-4, CLASS 3 DURABILITY, 10 IN. SY 814.9 0 0 0 0 $ 110,011.50 $ - $ - $ - $ - DETECTABLE WARNINGS, CAST IRON SF 195 0 0 0 0 $ 6,825.00 $ -$ -$ -$ - DRIVEWAYS, PCC, 6 IN. SY 243.9 0 0 0 0 $ 11,463.30 $ -$ -$ -$ - rSTANDARD GRANULAR DRIVEWAY SURFACING,CLASSATON 15.04 75.7 0 15.04 0 0 $ 3,406.50 $ -$ 676.80 $ -$ - REMOVALOFPAVEMENT SY0 0 0 0 0 $ -$ -$ -$ -$ - CURBANDGUTERREMOVAL LF135 0 0 0 0 $ 573.75 $ -$ $ -$ - SAWCUT FOR REMOVALS LF $ 6.00 2856.6 130 3384 98 527.4 0 -32 0 0 $ 3,164.40 $ - $ (192.00) $ - $ - TRAFFIC SIGNAL, RRFB EACH $ 17,500.00 1 1 0 0 0 0 0 ®®$ - TRAFFIC SIGNAL, UNIVERSITY & 63 EACH $ 50,000.00 1 1 0 0 0 0 01 $ - $ - $ - $ - $ - 102 TRAFFIC SIGNAL, GREENHILL RAMP EACH $ 17,500.00 1 1 -0 0 0 CI 0 ®® $ - 103 TRAFFIC SIGNAL, US 218 AND 63 EACH $ 15,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 104 TRAFFIC SIGNAL REMOVAL EACH $ 10,000.00 1 2 1 0 0 0 0 $ 10,000.00 $ - $ - $ - $ - 105 TRAFFIC CONTROL LS $ 44,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - • • TIMBER BOLLARD EACH $ 175.00 95 95 0 0 0 0 0 $ - $ - $ - $ - $ - 107 2-WAY COLLAPSIBLE BOLLARD EACH $ 400.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - •: ENHANCEMENT LIGHTING LS $ 525,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 109 TYPE 1 LIGHTING POLES EACH $ 5,000.00 81 81 0 0 0 0 0 $ - $ - $ - $ - $ - • TYPE 2 LIGHTING POLES EACH $ 5,500.00 15 15 0 0 0 0 0 $ - $ - $ - $ - $ - ELECTRICAL CIRCUITS LF $ 16.00 29088 31714.5 2626.5 0 0 0 0 $ 42,024.00 $ - $ - $ - $ - 112 TUNNEL MONITORING CAMERAS EACH $ 7,500.00 3 3 0 0 0 0 0 $ - $ - $ - $ - $ - 113 TUNNEL LIGHTING TYPE 3 EACH $ 800.00 6 6 0 0 0 0 0 $ - $ - $ - $ - $ - 114 TUNNEL LIGHTING TYPE 4 EACH $ 1,250.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 115 HANDHOLES AND JUNCTION BOXES EACH $ 900.00 63 61 -2 0 0 0 0 $ (1,800.00) $ - $ - $ - $ - 116 CONTROL CABINET EACH $ 7,000.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - 117 FLAGGER EACH $ 500.00 20 11 -9 0 0 0 0 $ (4,500.00) $ - $ - $ - $ - 118 PAINTED PAVEMENT MARKINGS, SOLVENT WATERBORNE STA $ 60.00 218.17 2.5 293.2 1.4 75.03 0 -1.1 0 0 $ 4,501.80 $ - $ (66.00) $ - $ - 119 WET, RETROREFLECTIVE REMOVABLE TAPE MARKINGS STA $ 115.00 121.22 57.12 -64.1 0 0 0 0 $ (7,371.50) $ - $ - $ - $ - 120 PAINTED SYMBOLS AND LEGENDS, THERMOPLASTIC EACH $ 600.00 20 23 3 0 0 0 0 $ 1,800.00 $ - $ - $ - $ - 121 PAVEMENT MARKINGS REMOVED STA $ 180.00 11.26 16.24 4.98 0 0 0 0 $ 896.40 $ - $ - $ - $ - 122 REMOVAL OF CONCRETE FOOTINGS OF LIGHT POLES EACH $ 600.00 40 36 -4 0 0 0 0 $ (2,400.00) $ - $ - $ - $ - Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 123 REMOVALS, AS PER PLAN, FLETCHER BRIDGE LS $ 6,000.00 1 1 I 1 1 0 0 0 0 0 0 0 $ - $ - $ - $ $ - $ - 124 REMOVALS, AS PER PLAN, GREENHILLLS ROAD BRIDGE $ 75,000.00 0 0 0 $ - $ - $ - - $ - 125 REMOVALS, AS PER PLAN, BLACKHAWK BRIDGE LS $ 100,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 126 REMOVAL OF EXISTING BRIDGE LS $ 125,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 127 GRANULAR BACKFILL TON $ 16.50 3395 915.28 -2479.72 0 0 0 0 $ (40,915.38) $ - $ - $ - $ - 128 STRUCTURAL CONCRETE (MISC.) CY $ 375.00 505.5 399.4 -106.1 0 0 0 0 $ (39,787.50) $ - $ - $ - $ - 129 STRUCTURAL CONCRETE (RCB CULVERT) CY $ 650.00 366.7 366.7 0 0 0 0 0 $ $ $ $ $ 130 REINFORCING STEEL, EPDXY COATED LB $ 1.75 108297 108297 0 0 0 0 0 $ - $ - $ - $ - $ - 131 REINFORCING STEEL, STAINLESS STEEL LB $ 12.00 70 70 0 0 0 0 0 $ $ $ $ $ 132 DECK OVER -DEPTH OVERLAY (CLASS HPC- 0 PCC) SY SY $ 225.00 375 150.85 375 150.85 0 0 0 0 $ 33,941.25 $ - $ - $ - $ - 133 DECK REPAIR, CLASS A SPECIAL $ 275.00 75 7.32 103.16 7.32 0 28.16 0 0 $ 2,013.00 $ - $ 7,744.00 $ - $ - 134 DECK REPAIR, CLASS B SY $ 650.00 24.5 44.02 0 0 19.52 0 0 $ - $ - $ 12,688.00 $ - $ - 135 STEEL EXTRUSION JOINT WITH NEOPRENE LF $ 280.00 86.3 86.3 0 0 0 0 0 $ - $ - $ - $ - $ - 136 NEOPRENE GLAND INSTALLATION AND TESTING LF $ 40.00 86.3 86.3 0 0 0 0 0 $ - $ - $ - $ - $ - 137 STEEL PIPE PEDESTRIAN HAND RAIL LF $ 95.00 1059.1 228.2 1059.1 228.2 0 0 0 0 0 $ - $ - $ - $ - $ - 138 STRUCTURAL STEEL PEDESTRIAN HAND RAILING, WAVE RAILING LF $ 330.00 1146.7 1146.7 0 0 0 0 0 $ - $ - $ - $ - $ - 139 STRUCTURAL STEEL PEDESTRIAN HAND RAILING, PED TUNNEL LF $ 260.00 178 178 0 0 0 0 0 $ - $ - $ - $ - $ - 140 STRUCTURAL STEEL PEDESTRIAN HAND RAILING, GREENHILL RD TRAIL LF $ 230.00 365 365 0 0 0 0 0 $ - $ - $ - $ - $ - 141 CONCRETE REPAIR SF $ 150.00 53 155 48.2 263.1 232.1 9.8 210.1 0 77.1 0 -38.4 $ 31,515.00 $ - $ 11,565.00 $ - $ (5,760.00) 142 BRIDGE REPAIR (INCLUDES COST OFLS CLEANING) $ 1,100.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 143 DECK DRAINS LS $ 139,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 144 REMOVAL OF STEEL BEAM GUARDRAIL LF $ 6.00 2560.4 2560.4 0 0 0 0 0 $ $ $ $ $ 145 STEEL BEAM GUARDRAIL BARRIER TRANSITION SECTION, BA-201 EACH $ 2,000.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - 146 STEEL BEAM GUARDRAIL END ANCHOR, BOLTED EACH $ 500.00 4 4 0 0 0 0 0 $ - $ - $ - $ - $ - 147 STEEL BEAM GUARDRAIL TANGENT END TERMINAL, BA-205 EACH $ 3,000.00 3 3 0 0 0 0 0 $ - $ - $ - $ - $ - 148 STEEL BEAM GUARDRAIL FLARED END TERMINAL, BA-206 EACH $ 3,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 149 REMOVAL OF BRIDGE RAILING LF $ 6.50 800 800 0 0 0 0 0 $ - $ - $ - $ - $ - 150 MACADAM STONE SLOPE PROTECTION SY $ 60.00 624.4 1066 441.6 0 0 0 0 $ 26,496.00 $ $ $ $ 151 CONCRETE BARRIER (PEDESTRIAN/TRAFFIC) LF $ 140.00 228.7 228.7 0 0 0 0 0 $ $ $ $ $ - 152 CONCRETE BARRIER, REINFORCED, SEPARATION LF $ 85.00 1300.E 1300.E 0 0 0 0 0 $ - $ - $ - $ - $ - 153 SAFETY CLOSURE EACH $ 150.00 43 103 60 0 0 0 0 $ 9,000.00 $ - $ - $ - $ - 154 SAFETY FENCING LF $ 5.00 900 2093 1193 0 0 0 0 $ 5,965.00 $ - $ - $ - $ - 155 REMOVAL OF TYPE A SIGN ASSEMBLY EACH $ 50.00 84 83 -1 0 0 0 0 $ (50.00) $ - $ - $ - $ - 156 REMOVAL OF TYPE B SIGN ASSEMBLY EACH $ 300.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 157 PERFORATED SQUARE STEEL TUBE POSTS LF $ 8.00 1251.3 1168.3 83 0 0 0 0 $ (664.00) $ $ $ $ 158 PERFORATED SQUARE STEEL TUBE POST ANCHOR, BREAK -AWAY SOIL INSTALLATION EACH $ 150.00 116 125 9 0 0 0 0 $ 1,350.00 $ - $ - $ - $ - 159 TYPE A SIGNS, SHEET ALUMINUM SF $ 22.50 804.5 1217 412.5 0 0 0 0 $ 9,281.25 $ - $ - $ - $ - 160 TEMPORARY BUSINESS ACCESS SIGNS EACH $ 100.00 37 83 46 0 0 0 0 $ 4,600.00 $ - $ - $ - $ - 161 OBJECT MARKER, TYPE 2 EACH $ 250.00 12 12 0 0 0 0 0 $ - $ - $ - $ - $ - 162 OBJECT MARKER, TYPE 3 EACH $ 195.00 8 4 -4 0 0 0 0 $ (780.00) $ - $ - $ - $ - Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 163 TEMPORARY LANE SEPARATION SYSTEM LF $ 7.75 1560 I _ 1560 0 0 0 0 $ (12,090.00) $ $ $ $ 164 PORTABLE DYNAMIC MESSAGE SIGN CDAY $ 100.00 30 70 40 0 0 0 0 $ 4,000.00 $ - $ - $ - $ - 165 MOBILIZATION LS $ 750,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ 166 MOBILIZATION-GREENHILL ROAD BRIDGE LS $ 26,000.00 1 1 0 0 0 0 0 $ $ $ $ $ 167 MOBILIZATION -BLACK HAWK BRIDGE LS $ 26,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 168 MOBILIZATION-FLETCHER BRIDGE LS $ 21,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 169 MOBILIZATION-FLETCHER FLOODGATE LS $ 13,000.00 1 1 0 0 0 0 0 $ $ $ $ $ 170 MOBILIZATION -BOX CULVERT LS $ 45,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 171 TEMPORARY HYDRO -SEEDING TYPE 4 ACRE $ 2,750.00 15 26.7 11.7 0 0 0 0 $ 32,175.00 $ - $ - $ - $ - 172 SWPPP MANAGEMENT LS $ 17,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 173 SEEDING, FERTILIZING, AND MULCHING FOR HYDRAULIC SEEDING ACRE $ 3,650.00 13.5 23.66 10.16 0 0 0 0 $ 37,084.00 $ - $ - $ - $ - 174 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 9 IN. LF $ 1.75 7220 7916 696 0 0 0 0 $ 1,218.00 $ - $ - $ - $ - 175 PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE, 12 IN. LF $ 2.35 580 3354 2774 0 0 0 0 $ 6,518.90 $ - $ - $ - $ - 176 REMOVAL OF PERIMETER AND SLOPE SEDIMENT CONTROL DEVICE LF $ 0.25 7800 11270 3470 0 0 0 0 $ 867.50 $ - $ - $ - $ - 177 SILT FENCE OR SILT FENCE DITCH CHECK INSTALLATION LF $ 1.50 8000 4552 -3448 0 0 0 0 $ (5,172.00) $ - $ - $ - $ - 178 MAINTENANCE OF SILT FENCE OR SILT FENCE DITCH CHECK LF $ 1.50 800 SS -745 0 0 0 0 $ (1,117.50) $ - $ - $ - $ - 179 REMOVAL OF SILT FENCE OR SILT FENCE LF DITCH CHECK $ 0.10 8000 4552 -3448 0 0 0 0 $ (344.80) $ - $ - $ - $ - 180 TURF REINFORCEMENT MAT, TYPE II SQ $ 55.00 101 -101 0 0 0 0 $ (5,555.00) $ - $ - $ - $ - 181 ROLLED EROSION CONTROL PRODUCT, TYPE II SQ $ 10.00 274 2237.3 1963.3 0 0 0 0 $ 19,633.00 $ - $ - $ - $ - 182 MOWING ACRE $ 400.00 13.5 7.6 -5.9 0 0 0 0 $ (2,360.00) $ - $ - $ - $ - 183 TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 600.00 37 -37 0 0 0 0 $ (22,200.00) $ - $ - $ - $ - 184 MAINTENANCE OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 50.00 37 -37 0 0 0 0 $ (1,850.00) $ - $ - $ - $ - 185 REMOVAL OF TEMPORARY INTAKE OR MANHOLE COVER ASSEMBLY EACH $ 25.00 37 -37 0 0 0 0 $ (925.00) $ - $ - $ - $ - 186 OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 100.00 94 142 48 0 0 0 0 $ 4,800.00 $ - $ - $ - $ - 187 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 25.00 94 212 118 0 0 0 0 $ 2,950.00 $ - $ - $ - $ - 188 REMOVAL OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 25.00 94 142 48 0 0 0 0 $ 1,200.00 $ $ - $ - $ - $ - 189 GRATE INTAKE SEDIMENT FILTER BAG EACH $ 150.00 5 11 6 0 0 0 0 $ 900.00 - $ - $ - $ - 190 MAINTENANCE OF GRATE INTAKE SEDIMENT FILTER BAG EACH $ 50.00 5 -5 0 0 0 0 $ (250.00) $ - $ - $ - $ - 191 REMOVAL OF GRATE INTAKE SEDIMENT EACH FILTER BAG $ 25.00 5 11 6 0 0 0 0 $ 150.00 $ - $ - $ - $ - 192 CHAIN LINK FENCE, 72 IN. LF $ 75.70 212 152 -60 0 0 0 0 $ (4,542.00) $ - $ - $ - $ - 193 CHAIN LINK GATE, 16 FT. EACH $ 1,500.00 1 -1 0 0 0 0 $ (1,500.00) $ - $ - $ - $ - 194 REMOVAL OF FENCE LF $ 10.00 1384 3042 1658 0 0 0 0 $ 16,580.00 $ - $ - $ - $ - 195 CONCRETE WASHOUT LS $ 10,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 196 LANDSCAPING LS $ 1,800,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 197 WATERING MGAL $ 105.00 100 23 -77 0 0 0 0 $ (8,085.00) $ - $ - $ - $ - 198 IN -LINE FLOCCULANT SOCK (CO #6) EACH $ 1,500.00 5 -5 0 0 0 0 $ (7,500.00) $ - $ - $ - $ - 199 DEWATERING BAGS EACH $ 1,000.00 10 4 -6 0 0 0 0 $ (6,000.00) $ - $ - $ - $ - 200 POLLINATOR SEED ACRE $ 1,750.00 7.7 7.6 -0.1 0 0 0 0 $ (175.00) $ - $ - $ - $ - STOCKPILE MATERIAL-AMERICAN FENCE LS $ - 1 -1 0 0 0 0 $ $ $ $ $ STOCKPILE MATERIAL - DOLAN (SIGNS & DESIGNS) LS- $ 1 -1 0 0 0 0 $ - $ - $ - $ - $ - STOCKPILE MATERIAL - MATTHIAS (SIGNS & DESIGNS) LS $ 1 -1 0 0 0 0 $ - $ - $ - $ - $ - Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals I Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 STOCKPILE MATERIAL - KWS LS $ - 1 _ - - - 1 _ -1 0 0 0 0 $ - $ - $ - $ - $ - 1-1 Micro Duct LS $ 4,400.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 2-2 Storm Sewer Bases EACH $ 852.50 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 3-1 SW-509, Top Removal and Replacement EACH $ 2,834.70 1 1 0 0 0 0 0 $ $ $ $ $ 4-1 Hwy 63 Traffic Signal Modifications LS $ 5,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 5-1 Fletcher Hinge Welding EACH $ 2,575.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 5-2 Fletcher Steel Plates LS $ 5,900.00 1 1 0 0 0 0 0 ®® $ - 6-1 Traffic Control, Road Closure Deduct LS $ (50,000.00) 1 1 0 0 0 0 01 $ - $ - $ - $ - $ - 6-2 Contaminated Soils - Wiesmann LS $ 42,199.35 1 1 -]' 0 0 0 ®® $ - 6-3 Black Hawk West Joint LS $ 10,930.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 6-4 Foundation Removal - Cable Barrier LS $ 2,130.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 6-5 Foundation Removal - Concrete Box LS $ 2,881.18 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 6-6 Sanitary Sewer Manhole LS $ 9,526.16 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 6-7 Cold Weather Protection LS $ 1.00 7000 7237.3 237.3 0 0 0 0 $ 237.30 $ - $ - $ - $ - 7-1 Landscaping Planting Modifications LS $ 1,870.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 7 2 Televising & Cleaning of Sanitary Service LS $ 668.75 1 1 0 0 0 0 0 $ $ $ $ $ 8-1 HMA Bridge Approach, 8" SY $ 64.75 429.4 381.4 0 0 -48 0 0 $ - $ - $ (3,108.00) $ - $ - 8-2 Boulder Materials LS $ 11,224.16 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 8-3 Boulder Labor LS $ 800.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 9-1 Removal of Pavement SY $ 12.00 498 498 0 0 0 0 0 $ - $ - $ - $ - $ - 9-2 Class 10 Waste CY $ 35.00 32 32 0 0 0 0 0 $ - $ - $ - $ - $ - 9-3 Curb & Gutter LF $ 41.53 142 142 0 0 0 0 0 $ - $ - $ - $ - $ - 9-4 Sawcut LF $ 11.00 64 64 0 0 0 0 0 $ - $ - $ - $ - $ - 10-1 Landscaping Deduct LS $ (14,991.70) 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 10-2 Underdeck Lighting Greenhill LS $ 5,940.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 10-3 Video Detection Hwy 63 LS $ 7,150.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 11-1 Sanitary Sewer Service Repair LS $ 25,081.04 11 1 0 0 0 0 0 $ - $ - $ - $ - $ - 11-2 Void Investigation & Repair LS $ 17,604.24 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 12-1 MOB LS $ 600.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 12-2 Class E Rip Rap TON $ 67.50 64.56 64.56 0 0 0 0 0 $ - $ - $ - $ - $ - 12-3 Concrete Backfill CY $ 700.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 12-4 Access LS $ 1,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 13-1 ONSITE TOPSOIL CY $ 22.50 155 155 0 0 0 0 0 $ - $ - $ - $ - $ - 13-2 EXCAVATION, CLASS 10, WASTE CY $ 17.50 778.5 778.5 0 0 0 0 0 $ - $ - $ - $ - $ - 13-3 SUBGRADE PREPARATION, 12-INCH SY $ 3.00 1518 1518 0 0 0 0 0 $ - $ - $ - $ - $ - 13-4 SUBBASE, MODIFIED CY $ 54.00 656.9 656.9 0 0 0 0 0 $ - $ - $ - $ - $ - 13-5 PCC PAVEMENT, CLASS C, CLASS 3 DURABILITY, 10 IN. SY $ 115.00 1058 1088.E 30.6 0 0 0 0 $ 3,519.00 $ - $ - $ - $ - 13-6 PCC COLORED PAVEMENT, CLASS C- 4,CLASS 3 DURABILITY, 6 IN. (GREY)- SY $ 150.00 284.6 267.5 -17.1 0 0 0 0 $ (2,565.00) $ $ $ $ 13-7 13-8 PCC COLORED PAVEMENT, CLASS C- 4,CLASS 3 DURABILITY, 6 IN. (RED) SY $ 150.00 175.4 175.5 0.1 0 0 0 0 $ 15.00 $ $ $ $ $ - REMOVAL OF PAVEMENT SY $ 20.00 66.7 74.5 7.8 0 0 0 0 $ 156.00 - $ - $ - $ - 13-9 CURB AND GUTTER REMOVAL LF $ 13.00 698.8 709.8 11 0 0 0 0 $ 143.00 $ - $ - $ - $ - 13-10 PAINTED PAVEMENT MARKINGS, SOLVENT/WATERBORNE STA $ 60.00 2.41 4.25 1.84 0 0 0 0 $ 110.40 $ - $ - $ - $ - 13-11 TRAFFIC CONTROL LS $ 12,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 13-12 TYPE A SIGNS, SHEET ALUMINUM SF $ 35.00 24 23.5 -0.5 0 0 0 0 $ (17.50) $ - $ - $ - $ - 13-13 PERFORATED SQUARE STEEL TUBE POSTS LF $ 15.00 27.5 28.9 1.4 0 0 0 0 $ 21.00 $ - $ - $ - $ - 13-14 PERFORATED SQUARE STEEL TUBE POST ANCHOR,BREAK-AWAY SOIL INSTALLATION EACH $ 200.00 3 3 0 0 0 0 0 $ - $ - $ - $ - $ - 13-15 SEEDING, FERTILIZING AND MULCHING FOR HYDRAULIC SEEDING, TYPE 1 ACRES $ 30,000.00 0.1 0.1 0 0 0 0 0 $ - $ - $ - $ - $ - 13-16 OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 150.00 4 5 1 0 0 0 0 $ 150.00 $ - $ - $ - $ - 13-17 MAINTENANCE OF OPEN -THROAT CURB INTAKE SEDIMENT FILTER EACH $ 50.00 4 -4 0 0 0 0 $ (200.00) $ - $ - $ - $ - 13-18 REMOVAL OF OPEN -THROAT CURB EACH $ 50.00 4 5 1 0 0 0 0 $ 50.00 $ - $ - $ - $ - 13-19 MOBILIZATION LS $ 27,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 13-20 CONCRETE WASHOUT LS $ 1,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - Docusign Envelope ID: DE331357-071 F-41 FD-BF66-D242EA5D95BC FY 2020 University Avenue Reconstruction City of Waterloo Project No. 971 AECOM Project No. 60630288 Project - Phase 3 Division 1: City of Waterloo Division 2: Waterloo Water Works Division 3: City of Waterloo Fletcher Bridge Division 4: Sanitary Division 5: Fletcher Floodgate Authorized Quantities Contract Quantities Quantity Differences Increase / Decrease Totals I Item No. Item Unit Unit Bid Price Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Quantities Division 2 Quantities Division 3 Quantities Division 4 Quantities Division 5 Quantities Division 1 Division 2 Division 3 Division 4 Division 5 Division 1 Division 2 Division 3 Division 4 Division 5 13-21 PUSHBUTTON REPLACEMENT LS $ 15,345.00 1 _ _ — — — ' 1 _ _ _ 1 0 0 0 0 0 $ - $ - $ - $ - $ - 13-22 STREETLIGHT RELOCATION LS $ 37,290.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-1 MOBILIZATION, SAN SWR WORK LS $ 4,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-2 SAN SWR GRAVITY MAIN, TRENCHED, 8" PVC TRUSS LF $ 70.00 159 159 0 0 0 0 0 $ - $ - $ - $ - $ - 14-3 MANHOLE, SAN SWR, SW-301, 48" EACH $ 7,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14 4 CONNECT TO EXIST MANHOLE, SAN SWR EACH $ 2,750.00 1 1 0 0 0 0 0 ®® $ - 14-5 MANHOLE ADJUSTMENT, MAJOR EACH $ 4,500.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-6 MOBILIZATION, WATER MAIN WORK LS $ 4,000.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-7 WATER MAIN, TRENCHED, DIP, 6", NITRILE GASKETS, RESTRAINED JOINTS LF $ 70.00 627 627 0 0 0 0 0 $ - $ - $ - $ - $ - 14-8 FIRE HYDRANT ASSEMBLY PER PLAN EACH $ 10,900.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-9 6" X 22.5 FITTING EACH $ 825.00 3 1 —® 1 '1 r ®® $ - 14-10 6" X 45 FITTING EACH $ 850.00 1 3 2 0 0 0 0 $ 1,700.00 $ - $ - $ - $ - 14-11 6" X 90 FITTING EACH $ 875.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-12 6" CAP EACH $ 800.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 14-13 6" VALVE FITTING EACH $ 4,750.00 2 2 0 0 0 0 0 $ - $ - $ - $ - $ - 14-14 SILT FENCE LF $ 3.00 1900 -1900 0 0 0 0 $ (5,700.00) $ - $ - $ - $ - 14-15 SEEDING, FERTILIZING, AND AC $ 4,500.00 2.5 1.02 -1.48 0 0 0 0 $ (6,660.00) $ - $ - $ - $ - 15-1 MATHIAS LANDSCAPING LS $ 988.61 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 15-2 KW ELECTRIC LS $ 1,100.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 15-3 SIGNS & DESIGNS LS $ 20,460.00 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 16-1 BRIDGE APPROACH PATCHING LS $ 9,852.03 1 1 0 0 0 0 0 $ - $ - $ - $ - $ - 16-2 TRAFFIC CONTROL LS $ 8,250.00 1 1 0 0 0 0 0 $ - $ - A $ - $ - $ - Division 1 $377,482.58 Division 2 $ (40,848.50) Division 3 $ 35,828.55 Division 4 $ 5,376.00 Division 5 $ (25,760.00) Original Contract $ Change Order #1 $ Change Order #2 $ Change Order #3 $ Change Order #4 $ Change Order #5 Division 1 13,546,768.70 $ 4,400.00 1,705.00 2,834.70 5,500.00 Change Order #6 $ 7,640.53 Change Order #7 $ 2,538.75 Change Order #8 Change Order #9 $ 13,697.26 Change Order #10 $ (1,901.70) Change Order #11 $ 17,604.24 Change Order #12 $ 7,357.80 Change Order #13 $ 357,858.35 Change Order#14 $ 120,120.00 Change Order #15 $ 22,548.61 Change Order #16 $ 18,102.03 Change Order#17 $ 377,482.58 $ Division 3 301,949.50 $ Division 4 132,803.88 $ Division 2 365,899.00 $ Division 5 Total 40,230.00 $ 14,387,651.08 $ 4,400.00 $ 1,705.00 $ 2,834.70 $ 5,500.00 $ 8,475.00 $ 8,475.00 $ 9,526.16 $ 17,166.69 $ 2,538.75 $ (36,184.69) $ (36,184.69) $ 13,697.26 $ (1,901.70) $ 25,081.04 $ 42,685.28 $ 7,357.80 $ 357,858.35 $ 120,120.00 $ 22,548.61 $ 18,102.03 (40,848.50) $ 35,828.55 $ 5,376.00 $ (25,760.00) $ 352,078.63 Total $ 15,326,632.79