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Home My WebLink AboutReith-Riley Construction Co./Eng/Adl Serv #1/8,592,091.16/Spring Mill Road Reconstruction from 106th Street to Main Street[teith-Riley Construction Co,; 'Inc. Engineering, - 20160 Appropriation #2016 COOT Bond; P.O. #34297 2 '' Contract Not To Ecceecf $8,592,091. 16 ✓ACS ADDITIONAL SERVICES .AMENDMENT TO AGREEMENT, FOR PURCHASE OF GOODS AND SERVICES THIS AMENDMENT TO THE GOODS AND SERVICES AGREEMENT ('Agreement") entered into. by and .between the City of Carmeland Reith -Riley Construction Co., Inc. (the "Vendor), as City Contract dated August 24, 201.6 shall amend the terms of the Agreement by adding the additional services. to be provided by Vendor consistent with the Scope of Work attached hereto and incorporated herein as Exhibit "A". Furthermore, the terms of the Agreement.shallbe amended Jo include. the Em -verify requirement as stated in Indiana Code§, 22-5-1.7 et seq., which is attached •hereto and incorporated herein as Exhibit "B"; as well as the required E -verify Affidavit, attached hereto and incorporated herein as Exhibit "C''; Also, pursuant to I.C. •§ 5-22-1.6;5, Vendor shall certify that in :signing this document, it does not engage in investment activities within the Countryof Iran. The terms and conditions of the Agreement shall not otherwise be.affected by this Additional Services Amendment and shall remain in full force.and effect. IN WITNESS WHEREOF, the parties hereto.have made And executed this Amendment as follows. CITY OF CARMEL, INDIANA by and through its Board of -Public Works and Safety BY \ Cen3mnsP�o[$�i-58in7W S 'SF.nor�runng•:��151iciU�Ri1c� A5.t.daf? r �.lo'7��I PM] REITH-RILEY CONSTRUCTION C.O., INC:. Paul J. Tate. Printed Name Regional_VP Central Indiana. Title FID/TIN:.3s 0918397 Last Four of SSN if Sole Proprietor: Dater September 1:2, 2016' BID PROPOSAL SUMMARY PAGE Complete the following -information and place as the cover page to your bid packet. Insert all documents into an envelope with project name and your company name clearly marked on the outside. Seal the envelope. Com an ' P �� Rieth-Riley Construction Co., Inc. Project Name: Spring Mill Road Reconstruction City of Carmel Project #16 -ENG -52 Date Submitted: September 7,. 2016 Base Bid Amount: $8,592,091 . .16 Alternate Bid A Amount: N/A -,'-XHIBIT —L b -f i BIDDER'S ITEMIZED PROPOSAL AND DECLARATIONS City of Carmel Instructions To Bidders: This form shall be utilized by all Bidders. Except as otherwise specifically provided, all Parts shall be f dly and accu ately filled in and completed and notarized. Project: Spring A ill_Road Reconstruction: 106111 St to Main St 16 ENG -S2 Proposal For Construction of : Reconstruction: of Spring Mill Road between 11P, Street and Main Street with a multi -use path extending to 106t1, Street in the City of Carmel. Reconstruction shall include a crew store: sewer system throughout the project limits. New roadway shall be boulevard style with a center island, new paths and sidewalks on both sides of the roadway, as well as, a roundabout at the intersection of Spring Mill Road and 11111' Street. Date: September 6, 2016 To: City of Carmel, Indiana, Board of Public Works and Safety ry_- NXH161T Z f 9 PART CONTRACT ITEMS AND UNIT PRICES CARMEL PROJECT #16 -ENG -52 DESCRIPTION: Spring Mill Road Reconstruction 9172016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 16 -ENG -52 QUANTITIES 1 CONSTRUCTION ENGINEERING LS 1 $ 160,203.01 $ 160,203.01 2 MOBILIZATION AND DEMOBILIZATION LS 1 $ 211,891.55 $ 211,891.55 3 CLEARING RIGHT OF WAY LS 1 $ 295,223.93 $ 295,223.93 4 PAVEMENT REMOVAL SYS 459 $ 14.60 $ 6,701.40 5 CENTER CURB, CONCRETE, REMOVE SYS 34 $ 42.39 $ 1,441.26 6 CURB, CONCRETE, REMOVE LFT 77 $ 7.82 $ 602.14 7 CURB AND GUTTER, REMOVE LFT 2,914 $ 6.05 $ 17,629.70 8 PIPE ABANDON GROUT ANDFILL EACH 5 $ 438.20 $ 2,191.00 9 SIDEWALK CONCRETE, REMOVE SYS 223 $ 16.70 $ 3,724.10 10 INLET, REMOVE EACH 4$ 607.04 $ 2;428:16 11 FENCE; CHAIN. LINK,, REMOVE LFT 492 $ 4.50 S 2,214.00 11a GUARDRAIL, REMOVE LFT 735 $ 6.60 $ 4,777.50 11b BRIDGERAIUNG,REMOVE LFT 248 $ 18.50 $ 4,588.00 12 MANHOLE, REMOVE EACH 1 $ 898.30 $ 898.30 13 CURB TURNOUT, REMOVE EACH 1 $ 84.36 $ .84.36 14 CONCRETE WALL, REMOVE LFT 170 $ 49.07 $ 8;341.90 15 PIPE, REMOVE LFT 832 $ 38.16 $ 31,749.12 16 FENCE, FARM FIELD; REMOVE LFT 1,662 $ 2.75 $ 457.0.50 17 EXCAVATION, COMMON CYS 24,762 $ 5.81 $ 143,867.22 18 BORROW CYS 15;953 $ 0.01 $ 159.53 19 SEDIMENT, REMOVE CYS 63 $ 38.62 $ 2,433.06 20 TEMPORARY CHECK DAM, REVETMENT RIPRAP TON 8 $ 57.15 $ 457.20 21 TEMPORARY INLET PROTECTION EACH 154 $ 65.00 $ 10,010.00 22 TEMPORARY MULCH TON 29 $ 450.00 $ 13;050.00 23 TEMPORARY SILT FENCE LFT 12,404 $ 1.95. $ 24,187.80 24 NO.2 STONE TON 400 $ 25.25 $ 10,100.00 25 TEMPORARY GEOTEXTILE SYS 940 $ 2.79 $ 2;622.60 26 TEMPORARY SEED MIXTURE LBS 1,740 $ 0.25 $ 435.00 27 SUBGRADE TREATMENT. TYPE II SYS 960 $ 22.67 $ 21,763:20 28 SUBGRADE TREATMENT, TYPE IB SYS 53;215 $ 8.03 $ 320,886.45 29 STRUCTURE BACKFILL, TYPE I CYS 13;538 $. 25.66 $ 347,385.08 30 DRYING SOILS FOR EMBANKMENT TON 655 $ 125.00 $ 81,875.00 31 COMPACTED AGGREGATE NO. 53 BASE TON: 3,662 $ 27.60 $ 84,511.20 32 WIDENING WITH -HMA, TYPE C TON 11 $ 183.09 $ 2,013.99 33 MILLING, ASPHALT. 11/2 IN. SYS 381 $ 12.00 $ 4,572.00 ,-.AMBIT 3 of 7 CARMEL PROJECT #16 -ENG -62 DESCRIPTION: Spring Mill Road Reconstruction 9172016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 34 MILLING, ASPHALT SYS 488 $ 12.00 $ 5,856.00 35 PRAM Lw .4 36 HMA SURFACE, TYPE C TONS 3,206 $ 58.59 $ 187,839.54 37 HMA INTERMEDIATE, TYPE C TONS 5,187 $ 51.5.6 $ 267,441.72 38 HMA BASE, TYPE C TONS 74,518 $ 49.54 $ 719,221.72 39 HMA INTERMEDIATE, OG, TYPE C TONS 6,567 $ 50.09 $ 328,941.03 40 HMA FOR TEMPORARY PAVEMENT, C (UNDISTRIBUTED) TON 500 $ 103.00 $ 51,500.00 41 ASPHALT FOR TACK COAT TON 29 $ 0.01 $ 0.29 42 1 PCCP:, 7 IN. SYS 241 $ 63.87 $ 15,392.67 43 GUARDRAL, WOOD BEAM LFT 725 $ 314.00 $ 227;650.00 43a GUARDRAIL, BURIED END LFT 8 $ 8,600.00 $ 68,800.00 44 HMA FOR SIDEWALK TON 2,243 $ 79.93 $ 179,282.99 45 SIDEWALK, CONCRETE SYS .39.1 $ 43.80 $ 17,125.80 46 CURB RAMP, CONCRETE SYS 440$ 155.70 $ 68,508.00 47 CURB, INTEGRAL CONCRETE LFT 245 $ 3304 $ 8,094.80 48 CURB AND GUTTER,.CONCRETE, TYPE 11 LFT 18,824 $ 16.04 $ 301,936.96 49 CURB AND GUTTER, CONCRETE, TYPE III LFT 13,729 $ 15.01 $ 206,072.29 50 CENTER CURB, D CONCRETE SYS 125 $ 181.22 $ 22,652.50 51 CURB; TURNOUT EACH 2 $ 1,183.91 $ 2,367.82 52 CURB AND GUTTER, ROLL CURB LFT 308 $ 29.50 $ 9,086.00 53 HMA FOR APPROACHES, TYPE C TON 681 $ 89.44 $ 60,908.64 54 PCCP FOR APPROACHES, 6 IN. SYS 574 $ 52.72 $ 30261.28 .55 PCCP FOR APPROACHES, 9 IN. SYS 412 $ 64.54 $ 26,590.48 56 MAILBOX ASSEMBLY,.SINGLER.ESET EACH 13 $ 185.00 $ 2;405.00 57 GEOTEXTILES SYS 68 $ 1.18 $ 60.24 58 RIPRAP, REVETMENT TON 28 $ 85.06 .$ -2;381.68 59 MOBILIZATION: AND DEMOBILIZATION FOR SEEDING EACH 7 $ 50.00 .$ 350.00 60 EROSION CONTROL BLANKET SYS 1,016 $ 1.17 $ 1,188.72 61 WATER kGAL 102 $ 1.00 $ 102.00 62 SODDING, NURSERY SYS 28,063 $ 3.25 $ 91',204.75 63 IRRIGATION CONTROLLER BOX EACH 1 $ 8;500.00 $ 8,500.00 64 FIELD OFFICE, B MOS 16 $ 2,286.99 $ 34,304.85 65 TIMBER CURB LFT 124 $ 196.00 $ 24,304.00 66 PIPE, TYPE 2, CIRCULAR, 36 IN. LFT 1,415 $ 95.84 $ 135,613.60 67 PIPE, TYPE 4, CIRCULAR, 6 IN. LFT 18,429 $. 4.35 $ 80.166.15 68 PIPE, TYPE 4, CIRCULAR, 8 IN. LFT 54 $ 8.00 $ 432.00 69 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 4,232 $ 39.45 $ 166,952.40 ,XI�III3IT yofi CARMEL PROJECT 616 -ENG -52 DESCRIPTION: Spring Mill Road Reconstruction 9172016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL. 70 PIPE, TYPE 2, CIRCULAR, 151N. LFT 416 $ 50.95 $ 21,195.20 71 PIPE, TYPE 2, CIRCULAR, 18 IN. LFT 1,099 $ 46.37 :$ 50,960.63 72 PIPE, TYPE 2, CIRCULAR, 21 IN. LFT 299 $ 55.18 $ 16,498.82 73 PIPE, TYPE 2, CIRCULAR, 24 IN. LFT 670 $ 60.93 $ 40,823:10 74 PIPE, TYPE 2; CIRCULAR, 27 IN. LFT 25 $ 123.09. $ 3,077.25 75 PIPE, TYPE 2, CIRCULAR, 30 IN. LFT 195 $ 75.60 $ 14,742.00 76 PIPE, TYPE 2, CIRCULAR, 42 IN. LFT 355 $ 130.20 $ 46 221.00 77 PIPE, TYPE 2, CIRCULAR, 48 IN;. LFT 1,590 $ 151.85 $ 241,441.50 778 PIPE, TYPE 2, DEFORMED, MIN. AREA 3.3 SFT LFT 48 $ 80.30 $ 3;854.40 77b PIPE, TYPE 2, DEFORMED, MIN. AREA S.1 SFT LFT 546 $ 107.60 $ 58,749.60 78 STORMWATER TREATMENT SYSTEM, 2.08 CFS EACH 1$ 21,280.78 $ 21,280.78 79 STORMWATER TREATMENT SYSTEM, 2.9 CFS EACH 1 $ 21,280.78 $ 21',280.78 80 STORMWATER_TREATMENT SYSTEM, 2.23 CFS EACH 1 $ 21,280.28 - $ 21,280.78 81 STORMWATER.TREATMENT SYSTEM, 1.12 CFS EACH 1 $ 21,280.78 $ 21,280.78 82 STORMWATER TREATMENT SYSTEM, 2.76 CFS EACH 1 $ 21,280178_ $ 21,280.78 83 STORMWATER_TREATMENT SYSTEM, 1.65 CFS EACH 1 $ 21,280.78 $ 21,280.78 84 VIDEO INSPECTION FOR PIPE LFT 10,325 $ 1.29 $ 13;319.25 85 PIPE END SECTION, DIAMETER 12 IN. EACH. .3 $ 873.60 $ 2,620.80 86 PIPE END SECTION, DIAMETER 15 IN. EACH 2 $ 917.11 $ 144.22 87 PIPE END SECTION, DIAMETER 18 IN. EACH 4 $ 971.48 $ 3,885.92 88 OUTLET PROTECTOR, 3 EACH. 2 $ 1.050.00 $ 2,100.00 89 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $ 0.99 $ 2;970.00 90 AGGREGATE FOR UNDERDRAINS CYS 1,659 $ 45.50 $ 75,484.50 91 GEOTEXTILESFOR UNDERDRAIN SYS 16,587 $ 1.15 $ 19,075.05 92 MANHOLE, J10 EACH 6 $ 4,602.60 $ 27,615.60 93 CASTING, ADJUST TO GRADE EACH 13 $ 623.76 $ 6,108.88 94 INLET,J10 EACH 46 $ 2.443.76. $ 112,412.96 95 INLET, M10 EACH 5 $ 2,448.81. $ 12,244.05 96 CATCH. BASIN, K10 EACH 41 $ 2,601.45 $ 10059.45 97 MANHOLE, C4 EACH 30 $ 2,847.34 S 85,420.20 98 CATCH BASIN, 17 EACH 1 $ 1,974.33 $ 1,974.33 99 MANHOLE, K4 EACH 17 $ 8,549.72 $ 145,345.24 100 MANHOLE, J4 EACH 20 $ 5,140.46 $ 102,809.60 101 CATCH BASIN, M10 EACH 41 $ 2,617.76" $. 107,328.16 102 DETENTION OUTFALL STRUCTURE, D EACH 5 $ 8,666.12 $ 43.330.60 103 DETENTION OUTFALL STRUCTURE; E EACH 1 $ 9,077.18 $ 9,077.18 104 CONSTRUCTION SIGN, C EACH 1 3 $ 297.00 S 891.00 LZAMIBIT 5c::)f 0( CARMEL PROJECT #16 -ENG -62 DESCRIPTION: Spring Mill Road Reconstruction 9/7/2016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $ 507.00 $ 3,042.00 105a TEMPORARY PAVEMENT MARKING, 4/N LFT 61000 $ 0.67 $ 4,020.00 105b TEMPORARY PAVEMENT MARKING, REMOVABLE, 41N LFT 2,600 $ 1.05 $ 2,730.00 106 DETOUR ROUTE MARKER ASSEMBLY EACH 22 $ 152.00 $ 3,344.00 107 CONSTRUCTION SIGN, A EACH 14 $ 249:Q0 $ 3;486:00 108 CONSTRUCTION SIGN, B EACH 13 $ 104.00 S 1•;352.00 109 1 MAINTAINING TRAFFIC LS 1 $ 153,029.18 S 153,029.18 110 BARRICADE, III -B LFT 264 $ 30.00 S 7;920.00 111 STREET SIGN POST EACH 6 $ 1,850.00 $ 11,100.00 112 SIGN, SHEET, AND SUPPORTS, REMOVE EACH 33$ 25:00 $ 825:00 113 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE LFT 425 $ 14.00 $ 5,950.00 114 SIGN, SHEET, WITH LEGEND, 0.080 IN. SFT 184 $ 17.00 $ 3,128.00 115 SIGN, SHEET, WITH LEGEND, 0.100 IN. SFT 117 S 19.00 $ 2,223.00 116 CONDUIT, PVC,.2 IN. SCHEDULE 40 LFT 493 $ 8.00 $ 3,944.00 117 CONDUIT, HOPE, 2 IN: SCHEDULE 80 LFT 162 $ 12.00. $ 1,944.60 118 ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES EACH 6 $ 6,900 00 $53,400.00 119 HANDHOLE; FOR INTERDUCT EACH 31 $ 975.00 $ 30,225.00 120 PVC SCHEDULE 404' LFT 9,502 $ 5.00 $ 47,510.00 121 PVC SCHEDULE 40-4" INTERDUCT LFT 9,502 $ 9.00 $ 85,518.00 122 PVC SCHEDULE 804" LFT 205 $ 7.00 $ 1,435.00 123 PVC SCHEDULE 804" INTERDUCT LFT 205 $ 20.00 $ 4,100.00 124 HANDHOLE LIGHTING _ EACH 4 $ 650.00 $ 2,600.00 125 SERVICE POINT 11 MODIFIED EACH 1 $ 5,500.00 $ 5,500.00 126 WIRE, NO.6 COPPER, IN PLASTIC DUCT, 4 1/C LFT 162 $ 8.00 $ 1,296.00 127 WIRE, NO.6 COPPER, IN PLASTIC DUCT, IN TRENCH, 41/C LFT 493 $ 8.00. $ 1,944:00 128 CONNECTOR KIT„UNFUSED EACH 6 $ 37.00 S 222.00 129 CONNECTOR KIT, FUSED EACH 6 $ 35.00 $ 210.00 130 MULTIPLE COMPRESSION FITTING; WATERPROOFED EACH 17 $ 21.00 $ 357.00 131 INSULATION LINK, WATERPROOFED EACH 28 $ 15.00 $ 420.00 132 WIRE, TWIfHW. NO. 10 COPPER, STRANDED LFT 471 $ 1.00 $ 471.00 133 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 24 IN. LFT 928 $ 5.65 S 5,243.20 134 LINE, THERMOPLASTIC, BROKEN, WHITE, 4 IN. LFT 592 $ 1.95 $ 1,154.40 135 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 2,050 $ 0.73 S 1,496.50 136 LINE, THERMOPLASTIC; DOTTED, WH ITE, 8 IN. LFT 116 $ 3.15 $ 365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD; LINE, WHITE, 36 IN, LFT 47$ 12.20 S 573.40 138 LINE,- THERMOPLASTIC, SOLID, YELLOW, 41N. LFT 3,449 $. 0.73 $ 2,517.77 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 24 IN. LFT 1 117 $- 5:65 is 661.05 iI BIT 6 '-, f CARMEL PROJECT #16 -ENG -52 DESCRIPTION: Spring Mill Road Reconstruction 917/2016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 140 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 26 $ 109.00 $ 2,834.00 141 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $ 25.00 $ 3,875.00 142 LINE, THERMOPLASTIC, SOLID, YELLOW, 8 IN. LFT 2,269 $ 1.90 $ 4,311.10 143 LINE, THERMOPLASTIC, SOLID, YELLOW, 12 IN. LFT 460 $ 2.85 $ 1,311.00 143a 20" DUCTILE IRON WATER MAIN LFT 1,520 $ 109.72. $ 166,774.40 143b 8" DUCTILE IRON.WATER MAIN LFT 80 $ 90.20 $ 7;216.00 143c 8"GATEVALVE EACH 1 $. 1,477.28 $ 1,477.28 143d 20" X 8" STAINLESS TAPPING SADDLE AND VALVE EACH 1 $ 8,354.44 $ 8,354.44 143e 8" WATER MAIN LOWERING EACH 1 $ 5,599.00 $ 5,599.00 143f 10" WATER MAIN LOWERING EACH 1 $ 6,280.48 $ 6260.48 143g 16 WATER MAIN LOWERING EACH 1 $ 10,776.14 $ 10,776.14 143h 20 WATER MAIN LOWERING EACH 6 $ 13,814.76 $ 82;888.56 1431 8" WATER MAIN`CONNECT/ON EACH, 2 $, 3,475.74 $ 6,951.48 1431 20" WATER MAIN CONNECTION EACH 4 $ 4,486.76 $ 17,947.04 143k LONG SIDE SERVICE EACH. 1 $ 3,882.93- $ 3.882.93 1431 METER PIT RELOCATION EACH 1 $' 1,327.05' $ 1,322.05 143M BACKFLOW RELOCATION EACH 1 $ 525.38 $ 525.38 143n RELOCATE SAMPLING STATION EACH 1 $ 1,518 42 $ 1,518.42 1430 ADJUST VAL G_ CE HYDRANT ADJUST TO GRADE EACH 17 $ 4,476.55 $ 76,101.35 143p NEW HYDRANT ASSEMBLY EACH 5 $ 6,016.55 $ 30,082.75 143q REMOVE AND RETIRE HYDRANT EACH 3 $ 626.30 $ 1.878.90 143r ADJUST VALVE.TO GRADE EACH 18 $ 321,44 $ 5,785.92 143s. VALVERET/REMENT EACH 3 $ 585.16 $'751,5.48 143t LINE STOPS 20" (UNDISTRIBUTED) EACH 4 $ 17,268.55 $ 69,074:20 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $ 35.00 $ 30,905.00 145 BORROW CYS 2,782 $ 0.01 $ 27.82 146 SEDIMENT, REMOVE CYS 16 $ 3314 $ 337.40 147 TEMPORARY INLET PROTECTION EACH 14 $ 65.00 $ 910.00 148 TEMPORARY SILT FENCE LFT 2,105 $ 1.79 $ 3,767:95 149 TEMPORARY SEED MIXTURE LBS 48 $ 0.25 $_ 12.00 150 SUBGRADE TREATMENT, TYPE.II SYS 59 $ 24.80 $ 1,463.20 151 SUBGRADE TREATMENT, TYPE III SYS 1,597 $ 1.83 $ 2,922:51 152 SUBGRADE TREATMENT, TYPE IB SYS 4,596 $ 6.73 $ 30,931.68 153 STRUCTURE BACKFILL, TYPE 1 CYS 177 $ 25:66 $ 4,541.82 154 STRUCTURE BACKFILL, TYPE 2 CYS 266 $ 92.94' $ 24,722.04 155 STRUCTURE'BACKFILL, TYPE b CYS 36 $ 73.45 S 2,644.20 CARMEL PROJECT #16 -ENG -62 DESCRIPTION: Spring Mill Road Reconstruction 91/2016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 156 COMPACTED AGGREGATE NO. 53.13ASE TON 295 $ 32.87 $ 9,898.65 157 HMA SURFACE, TYPE C TON 292 $ 71.46 $ 20,866.32 158 HMA INTERMEDIATE, TYPE C TON 487 $ 56.71 $ 27,617.77 158a HMA INTERMEDIATE, OG, TYPE C TON 649 $ 54.13 $ 34,697.33 159 HMA BASE, TYPE C TON 9,207 $ 51.90 $ 62,643.30 160 ASPHALT FOR TACK COAT TON 4 $ 0.01 $ 0.04 161 HMA FOR SIDEWALKS TON 221 $ 87.33 $ 19,299.93 162 SIDEWALK, CONCRETE, 4" SYS 39 $ 51.81 $ 2,020.59 163 CURB RAMP, CONCRETE SYS 25 $ 175.41 $ 4,385.25 164 DETECTABLE WARNING SURFACES SYS 5 $ 326.25 $ 11,631.25 165 HANDRAIL, 48 IN. LFT 58 $ 120.00 $ 6,960.00 166 CURB AND GUTTER, CONCRETE, TYPE M LFT 1,830 $ 19.05 $ 34;861.50 167 CURB AND GUTTER, TURNOUT CONCRETE LFT 6 $ 469:97 $ 2,819.82 168 CONCRETE ROLL -CURB & GUTTER LFT 262 $ 48.66 $ 12,748.92 169 PCCP FOR APPROACHES, 6.1N. SYS 59 $ 60.95 $ 3,596.05 170 MAILBOX ASSEMBLY, TRIPLE EACH 1 $ 225:00 $ 225.00 171 GEOTEXTILES SYS 1,140 $ 0.99 $ 1;128.60 172 RIPRAP, CLASS 1 TON 1,070 $ 46.35 S 49,594.50 173 RIPRAP, REVETMENT TON 260 $ 23.16 $ 6,021.60 174 RIPRAP, UNIFORM {HAND LAID} TON 4 $ 95.96 $ 383.84 175 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $ 50.00 $ 100.00 176 EROSION CONTROL BLANKET SYS. 1,375 ---------------- $ 1.17 $ 1,608.75 177 WATER M.G. 25 $ 1.00 $ 26.00 178 TOPSOIL CYS 1,169 $ 45.64 $ 53,353.16 179 SODDING, NURSERY SYS 3,540 $ 3.25 $ 11,505.00 180 CONCRETE,. CLASS, A CYS 17 $ 252.59 $ 4,294.03 181 24 IN. SDR 11 HDPE WATER MAIN LFT 176 $ 305.36 $ 53,743.36 182 20 IN. RESTRAINED JOINT DUCTILE IRON LFT 25 $ 724.08 $ 18,102.00 183 20 IN. LINE STOP EACH 2 $ 17,268.55 $ 34,537.10 184 20L IN. CONNECTION EACH 2 S 6,202.22 $ 12,404.44 185 REMOVE, REPLACE AND RELOCATE FIRE HYDRANT EACH 1 $ 5,261.37 $ 5,261.37 186 ADJUST VALVE BOX TO GRADE EACH 3 $ 468.43 $ 1,405.29 187 PIPE, TYPE 4, CIRCULAR, 61N. LFT 2,274 $ 4.75 $ 10,801.50 188 PIPE, UNDER DRAIN, OUTLET 6 IN. LFT 191 $ 14.50 $ 2,789.50 189 PIPE, TYPE 2, CIRCULAR, 12 IN. LFT 642 $. 42.68 $ 27,400.56 190 PIPE; TYPE 2, CIRCULAR, 15 IN. LFT 15 $ 235.30 $ 3,529.50 191 VIDEO INSPECTION FOR PIPE LFT 655 $ 2.39 $ 1,565.45 LI---XHIrIT CARMEL PROJECT 916 -ENG -52 DESCRIPTION: Spring Mill Road Reconstruction 9/7/2016 ITEM NO. DESCRIPTION UNIT QUANTITY UNIT PRICE TOTAL 192 PIPE END SECTION, DIAMETER 12 IN. EACH 1 $ 873.58 $ 873.58 193 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $ 0.99 $ 2;970.00 194 AGGREGATE FOR UNDERDRAINS CYS 94 $ 50.00 $ 4,700.00 195 GEOTEXTILES FOR UNDERDRAIN SYS 1,076 $ 2.40. $ 2,582.40 196 YARD LIGHTS, ADJUST TO GRADE EACH 7 $ 250.00. $ 1,750.00 197 CASTING, ADJUST TO GRADE EACH 6 $ 866.87 $ 5,201.22 198 INLET, E7 EACH 1 $ 11881.90 $ 1,881.90 199 INLET, M10 EACH 9 $ -2,448.81 $ 22,039.29 200 PIPE CATCH BASIN, 18 IN. EACH 1 $ 1,314.06 $ 1,314.06 201 MANHOLE, C4 EACH. 3 $ 2,951.74 $ 8185522 202 1 INLET, AR EACH 3 $ 2,186.40 $ 6,559.20 203 REINFORCED CONCRETE ARCH (MIN AREA= 105.0 SFT.) LFT 64 $ 3;216.76 $ 205,872.64 204 DETOUR ROUTE MARKER ASSEMBLY EACH 19 $ 146.00 $, 2,774.00 205 CONSTRUCTION SIGN, A EACH 17 $ 244.00 $ 4,148.00 206 CONSTRUCTION SIGN, B EACH 2 $ 105.00 $ 210.00 207 BARRICADE, III -B LFT 50 $ 30.00 $ 1;500.00 208 SION POST, SQUARE TYPE 1 REINFORCED ANCHOR BASE LFT 81 $ 14.00 $ 1,134.00 209 SIGN GROUND MOUNTED RESET EACH 8 $ 20.00 $ 160.00 210 LINE, THERMOPLASTIC, SOLID, WHITE, 4 IN. LFT 209 $ 0:73. $ 152.57 211 LINE. THERMOPLASTIC, SOLID, YELLOW, 4. IN. LFT 2,073 $ 0..73 $ 1',513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE; WHITE, 24 IN. LFT 15 $ 5.65 $ 134.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 6 IN. LFT 103 $ 1.40 $ 144.20 214 PAVEMENT MESSAGE KING,HERMOPLASTIC LANE INDICATION ARROW EACH 1 $ 109.00 $ 109.00 215 PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $ 147.00 $ 147.00 BASE BID TOTAL: $ 8,592,091.16 Reith -Riley Construction Co., Inc. ASA Engineering - 2016 Appropriation #2016 COIT Bond; P.O. #34297 Contract Not To Exceed $8,592,091.16 EXHIBIT `B" E -verify requirement All terms defined in I.C. § 22-5-1.7 et seq. are adopted and incorporated into this section of the Amendment. Pursuant to I.C. § 22-5-1.7 et seq., Vendor shall enroll in and verify the work eligibility status of all of its newly -hired employees using the E -Verify program, if it has not already done so as of the date of this Addendum. Vendor is further required to execute the attached Affidavit, herein referred to as "Exhibit C", which is an Affidavit affirming that: (i) Vendor is enrolled and is. participating in the E -verify program, and (ii) Vendor does not knowingly employ any unauthorized aliens. This Addendum incorporates by reference, and in its entirety, attached "Exhibit C." In support of the Affidavit, Vendor shall provide the City with documentation that it has enrolled and is participating in the E -Verify program. This Agreement shall not take effect until said Affidavit is signed by Vendor and delivered to the City's authorized representative. Should Vendor subcontract for the performance of any work under this Addendum, the Vendor shall require any subcontractor(s) to certify by affidavit that: (i) the subcontractor does not knowingly employ or contract with any unauthorized aliens, and (ii) the subcontractor has enrolled and is participating in the E -verify program. Vendor shall maintain a copy of such certification for the duration 'of the term of any subcontract. Vendor shall also deliver a copy of the certification to the City within seven (7) days of the effective date of the subcontract. If Vendor, or any subcontractor of Vendor, knowingly employs or contracts with any unauthorized aliens, or retains an employee or contract with a person that the Vendor or subcontractor subsequently learns is an unauthorized alien, Vendor shall terminate the employment of or contract with the unauthorized alien within thirty (30) days ("Cure Period"). Should the Vendor or any subcontractor of Vendor fail to cure within the Cure Period, the City has the right to terminate this Agreement without consequence. The E -Verify requirements of this Agreement will not apply, should the E -Verify program cease to exist. jVAshwodlConnas\Prof.Sv s & Goods Sv s Enginming12016 R61h Riky ASA.doe9/9/2016 2:43 PM] Reith -Riley "Constriction Co., Inc.. ASA Engineering - 2016 Appropriation #2016 CO.IT Bond; P.O. #34297 Contract Not To Exceed $$1592;091.16 Exhibit "C E -Verify Affidavit Paul J. Tate. , being first'duly sworn., deposes and says that lie/she 18, familiar with and has personal knowledge of the facts herein and,. if called as a witness in this matter, could testify as tdllows: I .am over eighteen (18) years of age and air competent to testify to the facts contained herein. 2. I am now and at all times relevant herein have been employed by Riet.h-Riley Construction Co., Inc. (the "Company") in the position Of Regional..VP. Central Indiana 3.; I aria familiar with the employment policies, practices, .and. procedures of the Company and Have the autliority to act;on behalf'of the Company. a. The Employer is enrolled and participates in the federal E -Verify program and has provided documentation of suc_ h .enrolllment and participation to the "City of Carmel, Indiana. S. The Company sloes not knowingly employ any unauthorized aliens. FURTHER, AFFIANT SAYETB NOT. EXECUTED on the 12th day of September? s Printed: .Paul Tate Icertify under the penalties for perjury under the laws of the United. States of America and the State.of Indiana that the foregoing factual statements and representations .are true and_gtrect. Printed: Pau1VJ.. �4�.Yuci[y;v rsa r.z$ri;I N('n �IcSds'd: dmeLh!1b�Rcith W6i:\S:\..L't.�Jt�c�IF3:.0 P\II ® �� ®fCarmel INDIANA RETAIL TAX EXEMPT CERTIFICATE NO. 003120155 002 0 Page 1 of 1 - --- - -- - - PURCHASE ORDER NUMBER FEDERAL EXCISE TAX EXEMPT 34297 ONE CIVIC SQUARE 35-6000972 THIS NUMBER MUST APPEAR ON INVOICES, A/P CARMEL, INDIANA 46032-2584 VOUCHER, DELIVERY MEMO, PACKING SLIPS, FORM APPROVED BY STATE BOARD OF ACCOUNTS FOR CITY OF CARMEL - 1997 SHIPPING LABELS AND ANY CORRESPONDENCE PURCHASE ORDER DATE DATE REQUIRED REQUISITION NO VENDOR NO- DESCRIPTION —J 9/8/2016 00350596 Project 16 -ENG -52; Contract Date 08.24.16 RIETH-RILEY CONSTRUCTION CO INC A City Engineering's Office VENDOR PO BOX 276 SHIP 1 Civic Square TO Carmel, IN 46032 - INDIANAPOLIS, IN 46206 - Kate Lustig PURCHASE ID BLANKET CONTRACT PAYMENTTERMS FREIGHT - 8259 QUANTITY - UNIT OF MEASURE — DESCRIPTION UNIT PRICE EXTENSION Department., 2200 Fund: 0 COIT Bond Fund Account: 94-650.04 1 Each ASA 1 - Spring Mill Road Reconstruction from 106th Street to 6,592,091.16 $8,592,091.16 Main Street Sub Total $8,592,091.16 Send Invoice To: Skip Tennancour American Structurepoint, Inc. 8425 Wicklow Way Brownsburg, IN 46112 2016 COIT Bond >-.:..:.,.,_...� PLEASE INVOICE W DUPLICATE_ _ - DEPARTMENT _ACCOUNT !�� PROJECT PROJECT ACCOUNT F ___AMOUNT -� PAYMENT $8,592,091.16 SHIPPING INSTRUCTIONS ' AQP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN 'SNIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE ]SAN UNOBUGATED BALANCE IN 'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER. `PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL 'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945 AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY -- -- -----.-----�-_� _—__ TITLE CONTROL NO. 34297 CLERK -TREASURER - rr?i >r 2016 COIT Bond >-.:..:.,.,_...� PLEASE INVOICE W DUPLICATE_ _ - DEPARTMENT _ACCOUNT !�� PROJECT PROJECT ACCOUNT F ___AMOUNT -� PAYMENT $8,592,091.16 SHIPPING INSTRUCTIONS ' AQP VOUCHER CANNOT BE APPROVED FOR PAYMENT UNLESS THE P.O. NUMBER IS MADE A PART OF THE VOUCHER AND EVERY INVOICE AND VOUCHER HAS THE PROPER SWORN 'SNIP PREPAID. AFFIDAVIT ATTACHED. I HEREBY CERTIFY THAT THERE ]SAN UNOBUGATED BALANCE IN 'C.O.D. SHIPMENT CANNOT BE ACCEPTED. THIS APPROPRIATION SUFFICIENT TO PAY FOR THE ABOVE ORDER. `PURCHASE ORDER NUMBER MUST APPEAR ON ALL SHIPPING LABEL 'THIS ORDER ISSUED IN COMPLIANCE WITH CHAPTER 99, ACTS 1945 AND ACTS AMENDATORY THEREOF AND SUPPLEMENT THERETO. ORDERED BY -- -- -----.-----�-_� _—__ TITLE CONTROL NO. 34297 CLERK -TREASURER