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Rieth-Riley Construction Inc/ENG/$1,295.02/20-ENG-01 Smokey Row Rd Project CO#9
City of Carmel Project 20-ENG-01 Smoky Row Road Reconstruction from Old Meridian Road to Rangeline Road CHANGE ORDER #9 This Change Order shall consist of establishing additional new contract pay items for added work associated with the Smoky Row Contract for Project 20-ENG-01. This change in contract items consists of incorporating additional items performed on a time and materials basis and adjustment of original plan quantities to reflect the final quantities in place. Contract Price prior to this Change Order $8,610,255.81 Contract Price will be increased/decreased by this Change Order $ 1,295.02 New Contract Price including this Change Order $8,611,550.83 Amount Adjusted Contract Price Cumulative % Change from Original Contract Original Contract $7,198,416.21 $7,198,416.21 N/A CO1 $ 67,144.18 $7,265,560.39 0.93% CO2 $ 793,523.68 $8,059,084.07 11.96% CO3 $ 171,824.40 $8,230,908.47 14.34% CO4 $ - 21,052.12 $8,209,856.35 14.05% CO5 $ 36,949.54 $8,246,805.89 14.56% CO6 $ 59,928.64 $8,306,734.53 15.40% CO7 $ 201,137.72 $8,507,872.25 18.19% CO8 $ 102,383.56 $8,610,255.81 19.61% CO9 $ 1,295.02 $8,611,550.83 19.63% By Sergey Grechukhin at 11:44 am, Feb 07, 2025 Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9 CITY OF CARMEL TO: Rieth-Riley Construction CONTRACT CHANGE ORDER NO.: 9 1751 W. Minnesota Street DATE: 2/05/25 Indianapolis, IN. 46221 PROJECT NAME: Smoky Row Road Reconstruction CITY REQ. NO.: 20-ENG-01 CITY P. O. NO.: 106303 CITY P. O. DATE.: 2/23/22 I. You are directed to make the following changes in this Contract: This Change Order shall consist of establishing additional new contract pay items for added work associated with the Smoky Row Contract for Project 20-ENG-01. This change in contract items consists of incorporating additional items performed on a time and materials basis and adjustment of original plan quantities to reflect the final quantities in place. II. The following referenced documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: R.F.P.: W.D.C. No.: Other: ATTACHMENT A The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 8,610,255.81 Contract Price will be increased/decreased by this Change Order $ 1,295.02 New Contract Price including this Change Order $ 8,611,550.83 Contract Time Prior to this Change Order 0 Days 12/2/23 Completion Date Net increased/decreased resulting from this Change Order _____ Days Current Contract Time including this Change Order 0 Days 12/2/23 Completion Date This Change Order is for full and final settlement of all direct, indirect, impact costs and time extensions incurred at any time resulting from the performance of the changed work. The Above Changes Are The Above Changes Are Approved: Recommended: Accepted: EGIS Group Rieth-RileyConstruction Inc. _____________________ ENGINEER CONTRACTOR Laura Campbell, Presiding Officer 8320 Craig Street 1751 W. Minnesota Street _____________________ Address Address James Barlow, Member _____________________ Alan Potasnik, Member Indianapolis, IN 46250 Indianapolis, IN 46221 _____________________ City/State/Zip City/State/Zip Bradley Pease, PE, City Engineer By: By: ATTEST: Phone: 317-849-5832 Phone: 317-634-5561 _____________________ Jacob Quinn,Clerk Date: Date: Date:_________________ 02/26/20252/10/25 Guy Della Valle Digitally signed by Guy Della Valle DN: E=gdellavalle@b-l-n.com, CN=Guy Della Valle, OU=Construction Observation, OU=BLN Users, DC=bln-indy, DC=local Date: 2025.02.10 06:28:05-05'00' Michael A Jaskela Digitally signed by Michael A Jaskela DN: C=US, E=mjaskela@rieth-riley.com, O=Rieth-Riley Construction, CN=Michael A Jaskela Date: 2025.02.26 12:28:22-05'00' Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9 3/5/2025 Item No. Description Units Unit Price Increase Decrease Increase Decrease 4 PIPE ABANDON AND GROUT FILL LFT 23.13$ 65 $0.00 $1,503.45 8 SIDEWALK CONCRETE, REMOVE SYS 20.84$ 35.40 $737.74 $0.00 9 INLET, REMOVE EACH 631.33$ 3.00 $1,893.99 $0.00 10 POST, REMOVE EACH 232.64$ 3 $0.00 $697.92 11 PIPE, REMOVE LFT 31.64$ 50.00 $1,582.00 $0.00 13 EXCAVATION, COMMON CYS 69.76$ 125.70 $8,768.83 $0.00 14 BORROW CYS 37.69$ 775 $0.00 $29,209.75 15 EXCAVATION, WATERWAY CYS 76.42$ 65 $0.00 $4,967.30 16 PUMP AROUND EACH 25,304.40$ 1 $0.00 $25,304.40 17 STORMWATER MANAGEMENT BUDGET DOL 1.00$ 25732.47 $0.00 $25,732.47 21 SUBGRADE TREATMENT, TYPE II SYS 18.72$ 581.66 $0.00 $10,888.68 21A SUBGRADE TREATMENT, TYPE II-ESCALATED UNIT COST SYS 0.30$ 581.66 $0.00 $174.50 22 SUBGRADE TREATMENT, TYPE III SYS 4.11$ 689.84 $2,835.24 $0.00 22A SUBGRADE TREATMENT, TYPE III-ESCALATED UNIT COST SYS 0.07$ 689.84 $48.29 $0.00 23 SUBGRADE TREATMENT, TYPE IC SYS 30.85$ 3401.95 $0.00 $104,950.16 23A SUBGRADE TREATMENT, TYPE IC-ESCALATED UNIT COST SYS 2.65$ 3401.95 $0.00 $9,015.17 25 STRUCTURE BACKFILL, TYPE 2 CYS 48.26$ 579.20 $27,952.19 $0.00 26 GEOGRID, TYPE IB SYS 4.53$ 262.17 $1,187.63 $0.00 28 COMPACTED AGGREGATE NO. 53 CYS 95.67$ 183.64 $0.00 $17,568.84 28A COMPACTED AGGREGATE NO. 53-ESCALATED UNIT COST CYS 1.34$ 183.64 $0.00 $246.08 30 COMPACTED AGGREGATE NO. 53 TON 56.01$ 50.57 $2,832.43 30A COMPACTED AGGREGATE NO. 53-ESCALATED UNIT COST TON 0.96$ 50.57 $0.00 $48.55 31 MILLING, ASPHALT, 1 1/2 IN.SYS 7.98$ 559 $0.00 $4,460.82 31A MILLING, ASPHALT, 1 1/2 IN.-ESCALATED UNIT COST SYS 0.08$ 559 $0.00 $44.72 32 QC/QA-HMA, 3, 70, SURFACE, 9.5 mm TON 113.96$ 51.52 $5,871.22 $0.00 32A QC/QA-HMA, 3, 70, SURFACE, 9.5 mm-ESCALATED UNIT COST TON 8.06$ 114.79 $925.21 $0.00 33 QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm TON 111.74$ 93.91 $10,493.50 $0.00 33A QC/QA-HMA, 3, 64, INTERMEDIATE, 19.0 mm-ESCALATED UNIT COST TON 8.46$ 93.91 $794.48 $0.00 34 QC/QA-HMA, 3, 64, BASE, 25.0 mm TON 93.18$ 128.00 $11,927.04 $0.00 34A QC/QA-HMA, 3, 64, BASE, 25.0 mm-ESCALATED UNIT COST TON 7.91$ 128.00 $1,012.48 $0.00 35 JOINT ADHESIVE, SURFACE LFT 0.39$ 3409 $0.00 $1,329.51 36 JOINT ADHESIVE, INTERMEDIATE LFT 0.47$ 3295 $0.00 $1,548.65 37 LIQUID ASPHALT SEALANT LFT 0.20$ 5145 $0.00 $1,029.00 38 QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm TON 90.60$ 143.51 $13,002.01 $0.00 38A QC/QA-HMA, 3, 76, INTERMEDIATE, OG 19.0 mm-ESCALATED UNIT COST TON 7.10$ 143.51 $1,018.92 $0.00 39 HMA FOR TEMPORARY PAVEMENT, B TON 168.74$ 87.15 $0.00 $14,705.69 40 ASPHALT FOR TACK COAT TON 0.01$ 12 $0.00 $0.12 41 RAISED PEDESTRAIN CROSSING SYS 254.80$ 16.6 $0.00 $4,229.68 41A RAISED PEDESTRAIN CROSSING-ESCALATED UNIT COST SYS 5.94$ 16.6 $0.00 $98.60 42 COLORED AND JOINTED CONCRETE, 7" SYS 104.57$ 6.70 $700.62 $0.00 42A COLORED AND JOINTED CONCRETE, 7"-ESCALATED UNIT COST SYS 6.47$ 6.70 $43.35 $0.00 48 BARRIER, DELINEATOR EACH 500.00$ 1.00 $500.00 $0.00 50 TEMPORARY FENCE LFT 86.50$ 16.44 $0.00 $1,422.06 50A TEMPORARY FENCE-ESCALATED UNIT COST LFT 10.39$ 16.44 $0.00 $170.81 51 HMA FOR SIDEWALK TON 151.82$ 72.73 $0.00 $11,041.87 51A HMA FOR SIDEWALK-ESCALATED UNIT COST TON 11.09$ 72.73 $0.00 $806.58 51 SIDEWALK, CONCRETE SYS 63.09$ 85.80 $5,413.12 52A SIDEWALK, CONCRETE-ESCALATED UNIT COST SYS 3.39$ 85.80 $290.86 $0.00 53 CURB RAMP, CONCRETE SYS 189.86$ 22.30 $4,233.88 $0.00 53A CURB RAMP, CONCRETE-ESCALATED UNIT COST SYS 6.78$ 22.30 $151.19 $0.00 54 DETECTABLE WARNING SURFACES SYS 301.83$ 2.9 $0.00 $875.31 54A DETECTABLE WARNING SURFACES-ESCALATED UNIT COST SYS 0.93$ 2.9 $0.00 $2.70 55 HAND RAIL, PEDESTRIAN LFT 324.00$ 11.9 $0.00 $3,855.60 55A HAND RAIL, PEDESTRIAN-ESCALATED UNIT COST LFT 9.95$ 11.9 $0.00 $118.41 56 CURB, CONCRETE LFT 31.91$ 39.20 $1,250.87 $0.00 56A CURB, CONCRETE-ESCALATED UNIT COST LFT 1.33$ 39.20 $52.14 $0.00 57 CURB AND GUTTER, CONCRETE, TYPE II LFT 26.53$ 1436 $0.00 $38,097.08 57A CURB AND GUTTER, CONCRETE, TYPE II-ESCALATED UNIT COST LFT 1.57$ 1436 $0.00 $2,254.52 59 CENTER CURB, D CONCRETE SYS 120.87$ 277.5 $33,541.43 59A CENTER CURB, D CONCRETE-ESCALATED UNIT COST SYS 10.65$ 277.5 $0.00 $2,955.38 60 CURB, TURNOUT LFT 102.03$ 14.00 $1,428.42 $0.00 61 CURB AND GUTTER, ROLL CURB LFT 31.70$ 392.40 $12,439.08 $0.00 61A CURB AND GUTTER, ROLL CURB-ESCALATED UNIT COST LFT 1.99$ 354.40 $705.26 $0.00 62 CURB AND GUTTER, CONCRETE, TYPE III LFT 29.31$ 134.50 $3,942.20 $0.00 62A CURB AND GUTTER, CONCRETE, TYPE III-ESCALATED UNIT COST LFT 1.67$ 134.50 $224.62 $0.00 64 HMA FOR APPROACHES, TYPE B TON 272.76$ 7.93 $2,162.99 $0.00 64A HMA FOR APPROACHES, TYPE B-ESCALATED UNIT COST TON 11.83$ 7.93 $93.81 $0.00 65 PCCP FOR APPROACHES, 6 IN.SYS 81.83$ 57.14 $4,675.77 66 PCCP FOR APPROACHES, 9 IN.SYS 110.17$ 38.30 $4,219.51 66A PCCP FOR APPROACHES, 9 IN.-ESCALATED UNIT COST SYS 7.05$ 38.30 $270.02 $0.00 66 MAILBOX ASSEMBLY, SINGLE EACH 200.00$ 1 $0.00 $200.00 67A MAILBOX ASSEMBLY, SINGLE-ESCALATED UNIT COST EACH 2.11$ 1 $0.00 $2.11 68 MAILBOX ASSEMBLY, DOUBLE EACH 300.00$ 2 $0.00 $600.00 68A MAILBOX ASSEMBLY, DOUBLE -ESCALATED UNIT COST EACH 2.12$ 2 $0.00 $4.24 69 MONUMENT, B EACH 700.00$ 19 $0.00 $13,300.00 70 MONUMENT, C EACH 600.00$ 4 $0.00 $2,400.00 71 MONUMENT, D EACH 125.00$ 3 $0.00 $375.00 73 RIPRAP, REVETMENT TON 107.74$ 190.76 $0.00 $20,552.48 74 GEOTEXTILE FOR RIPRAP TYPE 1A SYS 2.26$ 287.26 $0.00 $649.21 75 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 50.00$ 1 $0.00 $50.00 CHANGE ORDER NO. 9-FINAL ATTACHMENT A Quantity Amount Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9 76 FERTILIZER TON 500.00$ 0.9 $0.00 $450.00 77 MULCHED SEEDING U SYS 0.75$ 786.00 $589.50 $0.00 77A MULCHED SEEDING U -ESCALATED UNIT COST SYS 0.03$ 786.00 $23.58 $0.00 78 WATER kGAL 1.00$ 15 $0.00 $15.00 79 TOPSOIL CYS 77.38$ 169.00 $13,077.22 $0.00 79A TOPSOIL -ESCALATED UNIT COST CYS 0.63$ 169.00 $106.47 $0.00 80 SODDING, NURSERY SYS 3.00$ 936.70 $2,810.10 $0.00 80A SODDING, NURSERY-ESCALATED UNIT COST SYS 0.41$ 936.70 $384.05 $0.00 81 FIELD OFFICE MOS 3,953.00$ 12 $0.00 $47,436.00 82 TEST PILE, INDICATOR, PRODUCTION LFT 131.83$ 15.9 $0.00 $2,096.10 84 PILE, STEEL PIPE, 0.312 IN., 14 IN.LFT 163.80$ 22.90 $3,751.02 $0.00 86 CONCRETE, C, SUBSTRUCTURE CYS 1,444.67$ 1.70 $2,455.94 $0.00 89 CONCRETE, C, SUPERSTRUCTURE CYS $ 1,200.35 1.8 $0.00 $2,160.63 97 PIPE, TYPE 2, CIRCULAR, 36 IN.LFT 128.96$ 9 $0.00 $1,160.64 98 PIPE, TYPE 4, CIRCULAR, 6 IN.LFT 13.00$ 836 $0.00 $10,868.00 98A PIPE, TYPE 4, CIRCULAR, 6 IN.-ESCALATED UNIT COST LFT 0.61$ 836 $0.00 $509.96 99 PIPE, TYPE 2, CIRCULAR, 12 IN.LFT 56.22$ 46.6 $0.00 $2,619.85 99A PIPE, TYPE 2, CIRCULAR, 12 IN.-ESCALATED UNIT COST LFT 0.64$ 31.6 $0.00 $20.22 100 PIPE, TYPE 2, CIRCULAR, 15 IN.LFT 61.30$ 37.00 $2,268.10 $0.00 101 PIPE, TYPE 2, CIRCULAR, 18 IN.LFT 67.40$ 4.50 $303.30 $0.00 102 PIPE, TYPE 2, CIRCULAR, 24 IN.LFT 85.66$ 7 $0.00 $599.62 103 PIPE, TYPE 2, CIRCULAR, 30 IN.LFT 117.25$ 1.50 $175.88 $0.00 104 PIPE, END BENT DRAIN, 6 IN.LFT 27.93$ 75 $0.00 $2,094.75 105 PIPE, SLOTTED DRAIN, 12 IN.LFT 215.38$ 28.3 $0.00 $6,095.25 105A PIPE, SLOTTED DRAIN, 12 IN.-ESCALATED UNIT COST LFT 3.75$ 28.3 $0.00 $106.13 106 WATER MAIN, DUCTILE IRON, 12 IN. LFT 156.63$ 7.50 $1,174.73 $0.00 107 VIDEO INSPECTION FOR PIPE LFT 2.00$ 6205 $0.00 $12,410.00 107A VIDEO INSPECTION FOR PIPE-ESCALATED UNIT COST LFT 0.03$ 6205 $0.00 $186.15 108 VIDEO INSPECTION FOR UNDERDRAINS LFT 1.00$ 1608 $0.00 $1,608.00 108A VIDEO INSPECTION FOR UNDERDRAINS-ESCALATED UNIT COST LFT 0.02$ 1608 $0.00 $32.16 109 GEOTEXTILES FOR UNDERDRAIN, TYPE 1A SYS 2.00$ 1337.3 $0.00 $2,674.60 109A GEOTEXTILES FOR UNDERDRAIN, TYPE 1A-ESCALATED UNIT COST SYS 0.22$ 1337.3 $0.00 $294.21 111 AGGREGATE FOR UNDERDRAINS CYS 80.00$ 148.3 $0.00 $11,864.00 111A AGGREGATE FOR UNDERDRAINS-ESCALATED UNIT COST CYS 11.36$ 148.3 $0.00 $1,684.69 113 CASTING, FURNISH AND ADJUST TO GRADE EACH 1,728.20$ 4 $0.00 $6,912.80 113A CASTING, FURNISH AND ADJUST TO GRADE-ESCALATED UNIT COST EACH 10.73$ 4 $0.00 $42.92 114 CASTING, INLET, ADJUST TO GRADE EACH 789.36$ 2 $0.00 $1,578.72 114A CASTING, INLET, ADJUST TO GRADE-ESCALATED UNIT COST EACH 10.73$ 4 $0.00 $42.92 115 CASTING, MANHOLE, ADJUST TO GRADE EACH 1,209.74$ 1.00 $1,209.74 $0.00 115A CASTING, MANHOLE, ADJUST TO GRADE-ESCALATED UNIT COST EACH 10.39$ 3 $0.00 $31.17 119 MANHOLE, C4 EACH 4,434.91$ 1.00 $4,434.91 $0.00 119A MANHOLE, C4-ESCALATED UNIT COST EACH 96.23$ 1.00 $96.23 $0.00 120 STRUCTURE, MANHOLE, RECONSTRUCTED LFT $ 826.94 2.00 $1,653.88 $0.00 122 CASTING, WATER VALVE, ADJUST TO GRADE EACH 363.79$ 2 $0.00 $727.58 122A CASTING, WATER VALVE, ADJUST TO GRADE-ESCALATED UNIT COST EACH 5.70$ 2 $0.00 $11.40 125 INLET, C15 EACH 3,754.94$ 3 $0.00 $11,264.82 125A INLET, C15-ESCALATED UNIT COST EACH 66.59$ 3 $0.00 $199.77 127 WALL, DECORATIVE LFT 763.98$ 0.7 $0.00 $534.79 127A WALL, DECORATIVE-ESCALATED UNIT COST LFT 49.24$ 41.40 $2,038.54 $0.00 130 ROAD CLOSURE SIGN ASSEMBLY EACH $ 225.00 46 $0.00 $10,350.00 130A ROAD CLOSURE SIGN ASSEMBLY-ESCALATED UNIT COST EACH $ 40.00 46 $0.00 $1,840.00 131 TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN LFT $ 1.10 17411 $0.00 $19,152.10 131A TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN-ESCALATED UNIT COST LFT $ 0.20 17411 $0.00 $3,482.20 132 TEMPORARY PAVEMENT MARKING, REMOVABLE, 24 IN LFT 8.00$ 24 $0.00 $192.00 132A TEMPORARY PAVEMENT MARKING, REMOVABLE, 24 IN-ESCALATED UNIT COST LFT 1.00$ 24 $0.00 $24.00 133 DETOUR ROUTE MARKER ASSEMBLY EACH 70.00$ 2 $0.00 $140.00 134 CONSTRUCTION SIGN, A EACH 110.00$ 12.00 $1,320.00 $0.00 134A CONSTRUCTION SIGN, A-ESCALATED UNIT COST EACH 20.00$ 1.00 $20.00 $0.00 135 CONSTRUCTION SIGN, B EACH 50.00$ 10 $0.00 $500.00 135A CONSTRUCTION SIGN, B-ESCALATED UNIT COST EACH 10.00$ 10 $0.00 $100.00 137 BARRICADE, III-A LFT 16.00$ 148 $0.00 $2,368.00 137A BARRICADE, III-A-ESCALATED UNIT COST LFT 2.00$ 148 $0.00 $296.00 138 BARRICADE, III-B LFT 16.00$ 16 $0.00 $256.00 138A BARRICADE, III-B-ESCALATED UNIT COST LFT 2.00$ 16 $0.00 $32.00 139 DETECTABLE PEDESTRIAN BARRICADES LFT 20.00$ 30 $0.00 $600.00 140 SIGN, SHEET, REMOVE EACH 181.00$ 5 $0.00 $905.00 141 SIGN POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE LFT 39.60$ 80.00 $3,168.00 $0.00 142 SIGN, SHEET, WITH LEGEND, 0.080 IN. SFT 25.20$ 6 $0.00 $151.20 143 SIGN, SHEET, WITH LEGEND, 0.100 IN. SFT 28.50$ 11.00 $313.50 $0.00 144 SIGN, SHEET, WITH LEGEND, 0.125 IN. SFT 38.30$ 17.00 $651.10 $0.00 145 SIGN GROUND MOUNTED RESET EACH $ 323.00 1 $0.00 $323.00 146 3-IN. (OD) ALUMINUM TUBE, NON-FLUTED LFT 190.00$ 10 $0.00 $1,900.00 147 CONTROLLER AND CABINET, P1 EACH 11,721.00$ 1.00 $11,721.00 $0.00 150 CONDUIT, PVC, 2 IN. SCHEDULE 80 LFT 27.20$ 1,204.00 $32,748.80 $0.00 151 CONTROLLER CABINET FOUNDATION, P1 EACH $ 2,085.00 1.00 $2,085.00 $0.00 152 CONDUIT, PVC, 4 IN. SCHEDULE 80 LFT 56.00$ 675.00 $37,800.00 $0.00 153 LUMINAIRE ORNAMENTAL EACH 5,579.00$ 1.00 $5,579.00 $0.00 154 LIGHT POLE ORNAMENTAL EACH 5,469.00$ 1.00 $5,469.00 $0.00 155 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, 4 1/C LFT 18.50$ 112.00 $2,072.00 $0.00 156 WIRE, NO. 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 1/C LFT 15.40$ 8 $0.00 $123.20 157 LIGHTING FOUNDATION, CONCRETE, WITH GROUNDING, 30 IN X 96 IN EACH 1,854.00$ 1.00 $1,854.00 $0.00 158 CABLE, POLE CIRCUIT, THWN, NO. 10 COPPER, STRANDED 1/C LFT 1.20$ 364.00 $436.80 $0.00 159 CONNECTOR KIT, UNFUSED EACH $ 42.50 1.00 $42.50 $0.00 160 CONNECTOR KIT, FUSED EACH $ 45.40 1.00 $45.40 $0.00 161 MULTIPLE COMPRESSION FITTING, WATERPROOFED EACH 15.90$ 4.00 $63.60 $0.00 162 INSULATION LINK, WATERPROOFED EACH 14.60$ 8.00 $116.80 $0.00 163 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 0.65$ 40.00 $26.00 $0.00 163A LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN.-ESCALATED UNIT COST LFT 0.03$ 40.00 $1.20 $0.00 164 LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 IN. LFT 6.00$ 2.00 $12.00 $0.00 164A LINE, MULTI-COMPONENT, SOLID, YELLOW, 4 IN.-ESCALATED UNIT COST LFT 1.35$ 2.00 $2.70 $0.00 165 LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN. LFT 1.30$ 16.00 $20.80 $0.00 Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9 165A LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN.-ESCALATED UNIT COST LFT 0.05$ 16.00 $0.80 $0.00 166 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE, 36 IN. LFT 14.00$ 21 $0.00 $294.00 166A TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE, WHITE, 36 IN.-ESCALATED UNIT COST LFT 0.50$ 21 $0.00 $10.50 167 LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN. LFT 0.95$ 19.00 $18.05 $0.00 167A LINE, THERMOPLASTIC, SOLID, WHITE, 6 IN.-ESCALATED UNIT COST LFT 0.02$ 19.00 $0.38 $0.00 168 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 1.30$ 44 $0.00 $57.20 168A LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN.-ESCALATED UNIT COST LFT 0.05$ 44 $0.00 $2.20 169 LINE, THERMOPLASTIC, SOLID, WHITE, 12 IN. LFT 4.50$ 35 $0.00 $157.50 169A LINE, THERMOPLASTIC, SOLID, WHITE, 12 IN.-ESCALATED UNIT COST LFT 0.10$ 35 $0.00 $3.50 170 LINE, PAINT, SOLID, YELLOW, 4 IN.LFT 0.55$ 4,384.50 $2,411.48 $0.00 170A LINE, PAINT, SOLID, YELLOW, 4 IN.-ESCALATED UNIT COST LFT 0.03$ 1,142.00 $34.26 $0.00 171 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LFT 0.65$ 188.00 $122.20 $0.00 171A LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN.-ESCALATED UNIT COST LFT 0.03$ 188.00 $5.64 $0.00 172 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. LFT 8.00$ 59 $0.00 $472.00 172A TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. -ESCALATED UNIT COST LFT 2.25$ 59 $0.00 $132.75 173 TRANSVERSE MARKING, PAINT, STOP LINE, WHITE, 24 IN. LFT 10.00$ 143.50 $1,435.00 $0.00 173A TRANSVERSE MARKING, PAINT, STOP LINE, WHITE, 24 IN. -ESCALATED UNIT COST LFT 0.25$ 58.00 $14.50 $0.00 174 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE 6 IN. LFT 0.95$ 39.00 $37.05 $0.00 174A TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE 6 IN.-ESCALATED UNIT COST LFT 0.02$ 39.00 $0.78 $0.00 176 PAVEMENT MESSAGE MARKING, THERMOPLASTIC PED XING EACH 250.00$ 1 $0.00 $250.00 176A PAVEMENT MESSAGE MARKING, THERMOPLASTIC PED XING-ESCALATED UNIT COST EACH 15.00$ 1 $0.00 $15.00 177 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 65.00$ 5.00 $325.00 $0.00 177A SNOWPLOWABLE RAISED PAVEMENT MARKER-ESCALATED UNIT COST -ESCALATED UNIT COST EACH 18.00$ 5.00 $90.00 $0.00 179 HANDHOLE EACH 1,731.00$ 1.00 $1,731.00 $0.00 180 TWO 2" CONDUIT HDPE SDR11 VIA HDD LFT 75.40$ 215.00 $16,211.00 $0.00 181 TWO 2" CONDUITS LFT 66.10$ 36.00 $2,379.60 $0.00 182 ONE 1.25" CONDUIT LFT 30.10$ 260 $0.00 $7,826.00 183 BULK 4 SERIES HANDHOLE TYPE 1 EACH 4,207.00$ 2.00 $8,414.00 $0.00 184 SANITARY SEWER SERVICE ADJUSTMENT (UNDISTRIBUTED)LFT 115.11$ 100 $0.00 $11,511.00 186 FORCE ACCOUNT WORK ASBESTOS REMOVAL BUDGET DOL 1.00$ 4000 $0.00 $4,000.00 187 PRIVATE IRRIGATION DOL 1.00$ 733.96 $733.96 $0.00 188 SUBGRADE TREATMENT (UNDISTRIBUTED) CYS 89.86$ 132.99 $11,950.48 $0.00 188A SUBGRADE TREATMENT (UNDISTRIBUTED)-ESCALATED UNIT COST CYS 7.67$ 131.99 $1,012.36 $0.00 189 STAMPED CROSSWALK SYS 243.00$ 7.00 $1,701.00 $0.00 191 FENCE,WOOD, REMOVE AND REPLACE LFT 83.31$ 23.80 $1,982.78 $0.00 191A FENCE,WOOD, REMOVE AND REPLACE-ESCALATED UNIT COST LFT 1.02$ 23.80 $24.28 $0.00 192 MULCHED SEEDING NATIVE SLOPE PRAIRIE SYS 2.69$ 41 $110.29 $0.00 193 TEST PILE INDICATOR,PRODUCTION (H-PILE)LFT 128.02$ 1.9 $243.24 $0.00 194 PILE,STEEL,H HP12x53 LFT 160.39$ 2.2 $0.00 $352.86 198 HMA TRAIL REMOVE AND REPLACE 4”TON 170.00$ 13.02 $0.00 $2,213.40 198A HMA TRAIL REMOVE AND REPLACE 4"-ESCALATED UNIT COST TON 11.09$ 13.02 $0.00 $144.39 199 REPLACE CONCRETE NODE AT TRAIL HEAD 6"SYS 127.59$ 41.7 $0.00 $5,320.50 199A REPLACE CONCRETE NODE AT TRAIL HEAD 6"-ESCALATED UNIT COST SYS 4.29$ 41.7 $0.00 $178.89 200 STONE SHOULDERS TON 75.00$ 31.97 $0.00 $2,397.75 200A STONE SHOULDERS-ESCALATED UNIT COST TON 5.60$ 31.97 $0.00 $179.03 202 LIMESTONE BENCHES REMOVE AND RESET EACH 700.00$ 6 $0.00 $4,200.00 206 SUBGRADE TREATMENT, TYPE IBC,14",4% CEMENT SYS 23.74$ 2,615.95 $62,102.65 $0.00 206A SUBGRADE TREATMENT, TYPE IBC,14",4% CEMENT-ESCALATED UNIT COST SYS 0.53$ 2,615.95 $1,386.45 $0.00 208 UNDERDRAIN OUTLET PIPE LFT 26.86$ 27.00 $725.22 $0.00 209 CURB, TYPE B, MODIFIED, 24"LFT 45.00$ 198.5 $0.00 $8,932.50 209A CURB, TYPE B, MODIFIED, 24"-ESCALATED UNIT COST LFT 1.99$ 289 $0.00 $575.11 219 ADDITIONAL MOBILIZATION FOR GUARDRAIL RESET LSUM 2,685.59$ 1.00 $2,685.59 $0.00 217 FIRE HYDRANT EXTENSION EACH 2,806.86$ 1.00 $2,806.86 $0.00 220 GUARDRAIL, RESET LFT 18.26$ 3.50 $63.91 $0.00 224 SHREDDED HARDWOOD BARK MULCH CYS 118.17$ 18 $0.00 $2,127.06 504 CONCRETE, REMOVE SYS 55.83$ 42.00 $2,344.86 $0.00 506 TEMPORARY INLET PROTECTION EA 100.00$ 9 $0.00 $900.00 507 TEMPORARY SILT FENCE LFT 1.75$ 210 $0.00 $367.50 508 TEMPORARY SEED LBS 2.75$ 33.44 $0.00 $91.96 509 TEMPORARY MULCH, TYPE A TONS 425.00$ 0.45 $0.00 $189.49 510 SUBGRADE TREATMENT, TYPE III SYS 5.17$ 65 $0.00 $336.05 511 STRUCTURE BACKFILL, TYPE 1 CYS 51.81$ 21.85 $0.00 $1,132.05 512 STRUCTURE BACKFILL, TYPE 4 CYS 142.24$ 15.15 $0.00 $2,154.94 513 COMPACTED AGGREGATE, NO. 53, BASE TON 54.80$ 292.08 $0.00 $16,005.98 514 MILLING, ASPHALT, 1.5 IN.SYS 9.37$ 260.22 $2,438.26 $0.00 515 QC/QA-HMA, 3, 70, SURFACE, 9.5mm TON 157.97$ 79.32 $12,530.18 $0.00 516 QC/QA-HMA, 3, 76, INTERMEDIATE, 19.0mm TON 183.94$ 11.6 $0.00 $2,133.70 517 QC/QA-HMA, 3, 64, BASE, 25.0mm TON 137.74$ 22.69 $3,125.32 $0.00 518 QC/QA-HMA, 3, 76, INTERMEDIATE, OG, 19.0mm TON 146.72$ 18.04 $0.00 $2,646.83 519 HMA SURFACE, TYPE B, 9.5mm TON 254.29$ 2.72 $0.00 $691.67 520 HMA INTERMEDIATE, TYPE B, 19.0mm TON 186.30$ 4.26 $0.00 $793.64 521 QC/QA-PCCP, 9 IN.SYS 132.37$ 113.00 $14,957.81 $0.00 523 DETECTABLE WARNING SURFACE SYS 469.72$ 5.16 $2,423.76 $0.00 524 CURB, INTEGRAL CONCRETE LFT 41.70$ 114 $0.00 $4,753.80 525 STRAIGHT CURB, CONCRETE LFT 38.76$ 19 $0.00 $736.44 526 CURB AND GUTTER, CONCRETE LFT 51.96$ 5.00 $259.80 $0.00 528 CENTER CURB, D, CONCRETE SYS 213.47$ 2.44 $520.87 $0.00 529 RIPRAP, REVETMENT TON 105.63$ 5.42 $572.51 $0.00 530 GEOTEXTILES FOR RIPRAP, TYPE 1A SYS 96.17$ 7.59 $729.93 $0.00 531 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EA 50.00$ 1 $0.00 $50.00 532 TOPSOIL CYS 100.58$ 28 $0.00 $2,816.24 533 SODDING SYS 3.00$ 2.00 $6.00 $0.00 534 PIPE, TYPE 4, 6 IN.LFT 21.36$ 101 $0.00 $2,157.36 536 PIPE, TYPE 2 CIRCULAR, 15 IN.LFT 158.54$ 1 $0.00 $158.54 537 PIPE, TYPE 2 CIRCULAR, 24 IN.LFT 135.67$ 9.00 $1,221.03 $0.00 539 PIPE, REMOVE LFT 84.36$ 4 $0.00 $337.44 544 STRUCTURE, MANHOLE, RECONSTRUCTED LFT 1,606.12$ 2.00 $3,212.24 $0.00 545 CASTING, ADJUST TO GRADE EA 1,126.15$ 1.00 $1,126.15 $0.00 547 AGGREGATE FOR UNDERDRAINS CYS 75.96$ 11 $0.00 $835.56 548 GEOTEXTILES FOR UNDERDRAINS SYS 2.15$ 83.00 $178.45 $0.00 549 TEMPORARY PAVEMENT MARKING, REMOVABLE, 4 IN LFT 0.50$ 275.5 $0.00 $137.75 Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9 560 SIGNAL CABLE, COPPER, 5C/14 GAUGE LFT 4.70$ 883.00 $4,150.10 $0.00 561 CABLE POLE, CIRCUIT XHHW NO 10 CU STD LFT 1.40$ 330.00 $462.00 $0.00 564 HANDHOLE, LIGHTING EA 1,747.00$ 1.00 $1,747.00 $0.00 565 WIRE NO 4 CU IN DUCT IN CONDUIT 4 1/C LFT 18.70$ 314.00 $5,871.80 $0.00 566 CONDUIT, 2 IN. PVC LFT 27.50$ 1,923.00 $52,882.50 $0.00 567 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN. LFT 10.00$ 58.00 $580.00 $0.00 568 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 1.00$ 28 $0.00 $28.00 569 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 1.00$ 38.00 $38.00 $0.00 570 LINE, THERMOPLASTIC, SOLID, WHITE, 8 IN. LFT 2.00$ 2 $0.00 $4.00 571 LINE, THERMOPLASTIC, DOTTED, WHITE, 8 IN. LFT 2.00$ 17.00 $34.00 $0.00 572 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE LFT 18.00$ 3 $0.00 $54.00 573 LINE, PREFORMED PLASTIC, SOLID, WHITE, 4 IN. LFT 2.25$ 237.00 $533.25 $0.00 574 LINE, PREFORMED PLASTIC, SOLID, YELLOW, 4 IN. LFT 2.25$ 258 $0.00 $580.50 577 LINE, THERMOPLASTIC, SOLID, YELLOW, 4 IN. LFT 1.00$ 138.00 $138.00 $0.00 578 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, 24 IN. LFT 10.00$ 13 $0.00 $130.00 581 7" PCCP - TRUCK APRON SYS 149.72$ 94 $0.00 $14,073.68 590 MOVE STOCKPILED MATERIAL TO FACILITATE CPE LS 1,145.10$ 1.00 $1,145.10 $0.00 591 RAISE PATH ON NS SMOKY FROM FREELAND TO ROHER LS 20,599.53$ 1.00 $20,599.53 $0.00 592 VAC FOR UTILITIES ON ADDED WORK ITEMS LS 16,664.02$ 1.00 $16,664.02 $0.00 593 ASPHALT WEDGING LS 34,927.36$ 1.00 $34,927.36 $0.00 594 ADDITIONAL MOBILIZATION WORK DUE TO OLD TOWN DELAY LS 87,339.75$ 1.00 $87,339.75 $0.00 595 BENCHMARK, POST LS 3,383.85$ 1.00 $3,383.85 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $0.00 $671,874.07 $670,579.05 $1,295.02 SUBTOTAL TOTAL NET INCREASE Docusign Envelope ID: 567ABE44-3163-4C3E-A0C3-AAFA1BFC7DC9