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Home My WebLink AboutRieth-Riley Construction Co, Inc/Eng/CO #12/16,160.21/Spring Mill Road Reconstruction 111th to Main Street - Project #16-ENG-52City of Carmel Project 16 -ENG -52 Spring Mill Road Reconstruction I I Ih, -to W-10 CHANGE ORDER #12 Irrigation —111'h Street and Spring Mill Road RAB Contract Price prior to this Change Order $9,575,524.44 Contract Price will be increased by this Change Order $16,160.21 New Contract Price including this Change Order $9,591,684.65 Amount Adjusted Contract Price Cumulative %Change from Original Contract Original Contract $8,592,091.16 $8,592,091.16 N/A COl (-333.18) $8,591,757.98 -0.004% CO2 $36,031.35 $8,627,789.33 0.42% CO3 $123,808.23 $8,751,597.56 1.86% C04 $11,656.00 $8,763,253.66 1.99% C05 $4,140.25 $8,767,393.91 2.04% C06 $640,929,94 $9,408,323.85 9.50% C07 $13,18350 $9,421,507.35 9.65% C08 $32,465.92 $9,453,973.27 10.03% C09 $91,297.27 $9,545,270.54 11.09% CO10 $7,996.08 $9,553,266.62 11.19% C011 $22,257.82 $9,575,524.44 11.45% C012 $16,160.21 $9,591,684.65 11.63% Pagel of 2 CITY OF CARMEL TO: Lucas Clark CONTRACT CHANGE ORDER NO.: 12 Rieth-Riley Construction Co., Inc. DATE: 4/30/2018 Box 27s 175 PROJECT NAME: Spring 1751 W. Minnesota Street p g Mill Road Reconstruction / Indianapolis, IN 46221 Project # 16 -ENG -52 CITY REQ. NO.: CITY PO NO.: 34297 CITY PO DATE: 9/8/2016 I. You are directed to make the following changes in this Contract: o *All work associated with the descriptions below as well as the below referenced Change Proposal in Paragraph II'. >Addition of irrigation at the newly constructed I I I' Street and Spring Mill Road RAB and the surrounding median islands per the Change Proposal submitted on 4/30/2018. *NOTE: This work includes the installation of an irrigation controller box inside of the `Pl Cabinet' previously installed under the above referenced contract. This change order will ultimately delete Item #65, `Irrigation Controller Bos', which will be officially deleted with the final balancing change order for this project. *This Change order will create one new item, ITEM #143bbb — Irrigation — i l 1`h Street and Spring Mill Road RAB, which will be paid as a LUMP SUM in the amount of $16,160.21. II. The following referenced Documents further describe the changes outlined in Paragraph I, and are to be considered a part of this Change Order: *Change Proposal as provided by Rieth-Riley Construction Co., Inc. on 4/30/2018. *Change Order 12 QTY Adjustments Breakdown The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order $ 9,575,524.44 Contract Price will be increased/deeFeased by this Change Order $ 16,160.21 New Contract Price including this Change Order $ 9,591,684.65 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. ARA Page 2 of 2 The Above Changes Are Recommended: United Consulting ENGINEER 1625 N. Post Road Address Indianapolis, IN 46219 City/State/Zip By. Utz Phone: 317.724.5582 Date: 5/2/2018 The Above Changes Are Accepted: Rieth-Riley CONTRACTOR 1751 W. Minnesota Street Address Indianapolis, IN 46206 _ City/State/Zip Pkdn _J Date: Approved: Mary Lori/W3PgW, Member A T: hristine S. Pauley, Clerk - Treasurer Jedny kashmain, P.E. City Engineer Date: IETHjl?ILEY CoNsmucnoN Co., INc. 100% Quality • 100% Employee Owned • Over 100 Years April 30, 2018 Bret Smiley SENT VIA ELECTRONIC MAIL ONLY: United Consulting Construction Manager Bret.Smiley@ucindy.com 1625 N. Post Road Indianapolis, IN 46219 RE: Spring Mill Road Improvements —111th Street RAB Irrigation options City of Carmel Project No. 16 -ENG -27 Rieth-Riley Project No. 3200671 Dear Mr. Smiley, Per City of Carmel direction in the field, Rieth-Riley Construction is proposing the following pay item be added to the above referenced project. 111th Street Irrigation 1.00 LS $16,160.21 Supporting documentation is included on the following pages. Please call with any questions. Thanks Lucas S. Clark Project Manager RIETH-RILEY CONSTRUCTION CO., INC. cc: Eric Holmes John Tuddy P.O. Box 276 •1751 W. Minnesota St. • Indianapolis, IN 46206 Phone: (317) 634-5561 • www.rieth-riley.com oudebush Grading, Inc P17155 Harger Court. Noblesville, L\T 46060 Phone: 317-770-9970 • Fax: 317-770-6636 Proposal Submitted To: Job Name Spring Mill Road landscape Improvements Rieth-Riley Location Carmel Phone Date 4/11/18 Fax Plan Date Attention Lucas Clark Estimated By: Andy Shoemake Line Item Description Quantity Unit Unit Price Total Mill Irrigation -Per Landtech 1 Lump 10 Design. See attache pro n special conditions.u = $20,985.91 Voluntary Alternate 2002 111th & Spring Mill Irrigation - Per WIS 1 Lump $ 14,691.10 $ 14,691.10 Design. See attached proposal from WIS for description and special conditions. 10% Markup = $16,160.21 Special Conditions 1 Proposal excludes a stub -up for connection to the water source and a 120VAC power supply. 2 Proposal based on work being performed within a standard Monday through Friday work week. 3 Soil testing, organic, and inorganic soil amendments have been excluded from this proposal. 4 Traffic Control has been excluded from this proposal. 5 Quantities are based on the Itemized proposal. Invoicing shall be based on actual installed quantities at the unit price shown 6 Proposal excludes all bonding and railroad protective liability insurance. 7 Proposal is bid as a complete package. Pricing Is subject to change if line items are deleted from this proposal. 8 This proposal excludes sales tax. Acceptance Of Proposal The above prices, specifications and conditions are satisfactory and are hereby accepted. You are authorized to do the work as specified. This proposal may be withdrawn if not accepted within 30 days. Authorized Agent Signature and Printed Name Date �`// ag1N�t74 �� caS�aPe Ir,�9_ 154 V c )MMI1111MIJ11AXnUtllhittruilllU011101f11M111r11r1111111lirI1111Jl141111/1111/111)111r s CIT rls WaterSense CLIA wis I'ARtNIR „i a�t�c WALKER IRRIGATION SYSTEMS, INC. PROPOSAL RESIDENTIAL • COMMERCIAL www.walkerirrigation.com 7334 E. 65th St, Indianapolis, IN 46256 • (317) 255-1574 Fax (317) 253-5407 • info(>walkeritrigation.com To Roudebush Grading Inc. Attu: Andy Shoemake____---------_------ PRtces FIRM uNITL 5/9/2018 --._____--_.-- - ------ STARTING DATE TBD - - - - -- - TERMS Net. Up n.Completion_ Less Progress DATE 4I912018. --- Billings-__ RE 111th & SpringmillRAB_IIrigation Proposal_._-__ ----------------------- \ We propose to furnish all the materials and perform all the labor necessary for the completion of } ...an automatic irrigation system based upon the Irrigation Plan provided on Sheet L103 from the Construction Packet. This is a design build which consists of 4 turf zones and adheres to the specifications set forth by the City of Carmel. This proposal includes a Weathermatic controller, Weathermatic flow sensing bundles (specified by the City of Carmel), Weathermatic AirCard with 3 year service plan (specified by the City of Carmel), 1 - 1" Wilkins RPZ backflow preventer and enclosure, and all other parts necessary for the completion and operation of the proposed system. We assume that the controller will be installed in the P1 cabinet provided and that a conduit will also be provided to the interior of the cabinet. We assume the site contractor will install the sleeves necessary during that phase of construction. We ask that we be notified of the sleeve installation so that we may run our piping and wire at that time. All parts carry a 3 year manufacturers' warranty against defects and all labor is guaranteed for one full year from the date of completion. This proposal, when accepted and signed by the purchaser, shall become a purchase order. It covers all terms and agreements between the parties. 1 IF ACCEPTED, PLEASE SIGN AND RETURN ONE COPY OF THE AGREEMENT. ACCEPTED BY J Walker CLIA, CIT W LK R IRRIGATION SYSTEMS, INC. Andy Shoemake From: Joe Walker <Info@walkerirrigation.com> Sent: Monday, April 09, 2018 1:45 PM To: Andy Shoemake Subject: Re: CARMEL ROUNDABOUTS -IR -1 CIRCLE AND TIPS.PDF Attachments: 111th & Springmill RAB Proposal - LandTech - Roudebush.pdf, 111th & Springmill RAB Proposal - Roudebush.pdf Follow Up Flag: Follow up Flag Status: Flagged 01 Good afternoon ... As we discussed I have attached two proposal; one based on the design by LandTech and, the other, a revised version of my original. I wanted to include my voluntary alternate as a viable option, but will be more than happy to adhere to the design provided or discuss the differences between the two. I was not able to get the plans scanned and sent along with this email, but should be available to meet later this week to look things over as schedules permit. We have worked on several of these projects over the past few years and have a good idea of the requirements and specifications of the Carmel Street Department, however I included a couple bullet points to show the major differences of the two designs: The provided design has 8 zones and 96 sprinkler heads (using traditional spray nozzles; converting to MP Rotators would add $1,200 to that cost), which are broken down into specific hydrozones Our design has 4 zones and 31 sprinkler heads (using MP Rotators), which apply water to the turf and broadcast water over the landscape areas I have included the WeatherMatic flow package, flow -sensing tee, and controller; Wilkins RPZ backflow preventer and StrongBox enclosure; SAM -PRS type sprinklers, master valve, and quick coupler valve to both proposals Please let me know what works best with everyone's week so we can schedule a meeting in the next couple days. I look forward to talking with you all soon. Sincerely, Joe Walker CLIA, CIT Walker Irrigation Systems, Inc. info@Walkerlrrigation.com O: 317-25S-1574 C: 317-339-3196 Pg. 1 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order 812 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Qua ntit UNIT PRICE Original Total Construction Constrvction Chan a al Qt s. Chane 82 Qt s. New Total Quant'[ New Total Dollar Amount 16 -ENG -52 QUANTITIES 1 CONSTRUCTION ENGINEERING 8143 Paid .'=.3Y' LS 1 $160,203.01 $160,203.01 0.03 1.03 $160,203.01 2 MOBILIZATION AND DEMOBILIZATION LS 1 $211,891.55 $211,891.55 1.00 $211891.55 3 CLEARING RIGHT OF WAY LS 1 $295,223.93 $295,223.93 1.00 $295,223.93 4 PAVEMENT REMOVAL SYS 459 $14.60 $6,701.40 459.00 $6,701.40 5 CENTERCURB CONCRETE REMOVE SYS 34 $42.39 $1,441.26 34.00 $1,441.26 6 CURB, URB CONCRETE REMOVE LFT 77 $7.82 $602.14 77.00 $602.14 7 CURB AND GUTTER,REMOVE LFT 2,914 $6.05 $17,629.70 2914.00 $17,629.70 8 PIPE ABANDON GROUT AND FILL EACH 5 $438.20 $2,191.00 5.00 $2,191.00 9 SIDEWALK CONCRETE REMOVE SYS 223 $16.70 $3,724.10 223.00 $3,724.10 10 INLET REMOVE EACH 4 $607.04 $2,428.16 4.00 $2,428,16 11 FENCE CHAIN. LINK REMOVE LFT 492 $4.50 $2,214.00 492.00 $2,214.00 11. GUARDRAI REMOVE LFT 73S $6.50 $4,777.50 73S.00 $4,777.50 116 BRIDGE RAIUNG REMOVE LFT 248 $18.50 $4,SU.00 248.00 $4,588.00 12 MANHOLE REMOVE EACH 1 $898.30 $898.30 1.00 $898.30 13 ICURB TURNOUT REMOVEEACH 1 $84.36 $84.36 1.00 $84.36 14 CONCRETE WALL REMOVE LFT 170 $49.07 $8341.90 170.00 $6,341.90 IS PIPE REMOVE LFT $32 $38.16 $31,749.12 832.00 $31,749.12 16 FENCE FARM FIELD REMOVE LFT 1,662 $2.7S $4,S70.50 1,662.00 $4,570.50 17EXCAVATION COMMON CYS 24,762 $5.81 $143,867.22 24,762.00 $143,867.22 18 BORROW CYS 15,953 $0.01 $159.53 15,953.00 $159.53 19 SEDIMENT REMOVE CYS 63 $38.62 $2,433.06 63.00 $2,433.06 20 TEMPORARY CHECK DAM REVETMENT RIPRAP TON 8 $57.15 $457.20 8.00 $457.20 21 TEMPORARY INLET PROTECTION EACH 154 $65.00 $10,010.00 15000 $10,010.00 22 ITEMPORARY MULCH TON 29 $450.00 $13,050.00 29.00 $13,050.00 23 TEMPORARY SILT FENCE LFT 12,404 $1.9S $24,187.80 12,404,40 $24,187.80 24 NO.2 STONE TON 400 $25.25 $10,100.00 400.00 $10,100.00 25 TEMPORARY GE LE SYS 940 $2.79 $2,622.60 940.00 $2,622.60 26 TEMPORARY SEED MIXTURE LBS 1,740 $0.25 $435.00 1,740.00 $435.00 27 SUBGRADE TREATMENT TYPE 11 SYS 960 $22.67 $21,763.20 92S.00 $20,969.75 28 SUBGRADE TREATMENT TYPE IB SYS 53,215 $6.03 $320,886.45 54,114.00 $326,307.42 29 STRUCTURE BACKFILL, TYPE CYS 13,538 $25.66 $347,385.08 13,541.00 $347,462.06 30 DRYING SOILS FOR EMBANKMENT TON 655 $125.00 $81,875.00 655.00 $81,875.00 31 COMPACTED AGGREGATE NO. 53 BASE TON 3,062 $27.60 $84,511.20 3,015.OD $83,214.00 32 WIDENING WITH HMA TYPE C TON 11 $183.09 $2,013.99 11.00 $2,013.99 33 MILLING ASPHALT 11 IN. SYS 381 $12.00 $4,572.00 381.00 $4,572.00 34 MILLING ASPHALT SYS 488 $12.00 $5,856.00 488.00 $5,856.00 36 HMA SURFACE 7YPEC TONS 3,206 $58.59 $187,839.54 48.00 3,254.00 $190,651.86 37 HMA INTERMEDIATE TYPE TONS 5,187 $51.56 $267,441.72 79.00 5,266.00 $271,510.96 38 HMA BASE TYPE TONS 140518 $49.54 $719,221.72 272.00 14,790.00 $732,696.60 39 HMA INTERMEDIATE OG TYPE TONS 6,567 $50.09 $328,941.03 5700 6,624.00 $331,796.16 40 HMA FOR TEMPORARY PAVEMENT, C UNDISTRIBUTED TON 500 $103.00 $51,500.00 500.00 $51,500.00 41 ASPHALT FOR TACK COAT TON 29 $0.01 $0.29 44.00 $0.44 42 PC' 7114. SYS 241 $63.87 $15,392.67 241.00 $15,392.67 43 GUABDIuu WOOD BEAM LFT 72S $314.00 $227,650.00 725.00 $227,650.00 43. GUARDRAIL BURIED END LFT 8 $8,600.00 $68,800.00 8.00 $68,800.00 44 HMA FOR SIDEWALK TON 2,243 $79.93 $179,282.99 2,205.00 $176,245.65 45 SIDEWALK CONCRETE SYS 391 $43.80 $17,125.80 391.00 $17,125.80 46 CURB RAMP CONCRETE SYS 440 $155.70 $68,508.00 579.OD $90,150.30 47 CURB INTEGRAL CONCRETE 245 $33.04 $8,094.80 245.00 $8,094.80 48 CURB AND GUTTER CONCRETE TYPE II 18,824 $16.04 $301,936.% 18,824.00 $301,936.% 49 CURB AND GUTTER,CONCRETE TYPE III 13,729 $15.01 $206,072.29 13,666.OD $205126.66 50 CENTER CURB D CONCRETE 115 $181.22 $22,652.50 125.00 $22,652.50 51CURB TURNOUT ISY�SH 2 $1,183.91 $2,367.82 2.00 $2,367.82 S2 CURB AND GUTTER ROLL CURB 308 $29.50 $9,086.00 308.00 $9,086.00 53 HMA FOR APPROACHES TYPEC 681 $89.44 $60,908.64 11` "i 800.00 $71,552.00 54 PCCP FOR APPROACHES 61N. 574 $52.72 $30,261.28 537.00 $28,310.64 5S PCCP FOR APPROACHES 91N. 412 $64.54 $26,590.48 412.00 $26,59078- 56 MAILBOX ASSEMBLY SINGLE RESET EACH 13 $185.00 $2,405.00 13.00 $2,405.00 57 GEOTEXTILES M 68 51.18 $80.24 80.00 $94.40 58 RIPRAP REVETMENT TON 28 $85.06 $2,381.68 33.00 $2,806.98 59 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 7 $50.00 $350.00 7.00 $350.00 60 EROSION CONTROL BLANKET SYS 1,016 $1.17 $1,188.72 1,016.00 $1,188.72 61WATER kGAL 102 $1.00 $102.00 102.00 $102.00 62 SO DDING NURSERY SYS 28,063 $3.25 $91,204.75 28,063.00 $91,204.75 63 64 IRRIGATION CONTROLLER BOX FIELD OFFICE B EACH MOS 1 15 $8,500.00 $2,286.99 $8,500.00 $34,304.85 1 D 15.00 $8,500.00 $34,304.85 Pg. 2of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #12 - QuantiAdjustments ITEM NO. DESCRIPTION UNIT OrIgIml QRarlt UNIT PRICE Od81Ml Total Construction Construction Chan epl qt s. Chan ep2 qt Naw Tohl QWr1t Naw Tobl Dellar Amour# 65 TIMBER CURB LFT 124 $196.00 $24,304.00 124.00 $24,304.00 66 PIPE TYPE 2 CIRCULAR 361N, LFT 1,415 $95.84 $135,613.60 16.0(1 1,431.00 $137,147.04 67 PIPE, TYPE 4 CIRCULAR, 61N. LFT 18,429 $4.35 $80,166.15 18,429.00 $80,166.15 68 PIPE TYPE 4, CIRCULAR, 81N. LFT 54 $8.00 $432.00 54.00 $432.00 69 PIPE TYPE 2, CIRCULAR 121N. LFT 4,232 $39.45 $166,952.40 16.00 4,208.00 $166,OOS.60 70 PIPE TYPE 2, CIRCULAR 151N. LFT 416 $50.95 $21,195.20 12.00 428.00 $210806.60 71 PIPE TYPE 2, CIRCULAR 19 IN. LFT 1,099 $46.37 $50,960.63 (2 WI 1,097.00 $50,867.89 72 PIPE TYPE 2, CIRCULAR 211N. LFT 299 WAS $16,498.82 299.00 $16,498.82 73 PIPE TYPE 2, CIRCULAR 241N. LFT 670 $60.93 $40,823.10 ii Wi 669.00 $40,762.17 74 PIPE TYPE 2, CIRCULAR 271N. LFT 25 $123.09 $3,077.25 40.00 54,923.60 75 PIPE TYPE 2, CIRCULAR 301N. LFT 195 $75.60 $14,742.00 195.00 $14,742.00 76 PIPE TYPE 2, CIRCULAR 421N. LFT 355 $130.20 $46,221.00 3S5.00 $46,221.00 77 PIPE, TYPE 2, CIRCULAR, 481N. LFT 1,590 $151.85 $241,441.50 1,590.00 $241,441.50 776 PIPE TYPE 2 DEFORMED MIN. AREA 3.3 SFT LFT 48 $80.30 $3,854.40 21.00 $1,686.30 77b PIPE TYPE 2, DEFORMED MIN. AREA S.I SFT LFT S46 $107.60 $58,749.60 546.00 $58,749.60 78 STORMWATERTREATMENT SYSTEM 2.08 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 79 STORMWATER TREATMENT SYSTEM 2.9 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 80 STORMWATERTREATMENT SYSTEM 2.23 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,260.78 81 STORMWATER TREATMENT SYSTEM 1.12 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 82 STORMWATER TREATMENT SYSTEM 2.76 CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 83 STORMWATER TREATMENT SYSTEM 1.65CFS EACH 1 $21,280.78 $21,280.78 1.00 $21,280.78 84 VIDEO INSPECTION FOR PIPE LFT 10,325 $1.29 $13,319.25 10,314.00 $13,305.06 85 PIPE END SECTION DIAMETER 121N. EACH 3 $873.60 $2,620.80 5.00 $4,368.00 86 PIPE END SECTION DIAMETER 151N. EACH 2 $917.11 $1,834.22 2.00 $1,834.22 87 PIPE END SECTION DIAMETER 181N. EACH 4 $971.48 $3,885.92 4.00 $3,885.92 as ounET PROTECTOR. 3 EACH 2 $1,050.00 $2,100.00 2.00 $2,100.00 89 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 SO" $2,970.00 3,000.00 $2,970.00 90 AGGREGATE FOR UNDERDRAINS CYS 1,659 $45.50 $75,484.50 1,659.00 $75,184.50 91 GEOTEKTILES FOR UNDERDRAIN SYS 16,587 $1.15 $19,075.05 16,587.00 $19,075.OS 92 IMANHOLEJ10 EACH 6 $4,602.60 $27,615.60 7.00 $32,218.20 93 CASTING ADJUST TO GRADE EACH 13 $623.76 $8,108.88 13.00 $8,108.88 94 INLET J30 EACH 46 $2,443.76 $112,412.96 47.00 $114,856.72 95 INLET M10 EACH 5 $2,448.81 $12,244.05 5.00 $12,244.05 96 CATCH BASIN K10 EACH 41 $2,601.45 $106,659.45 40.00 $104,058.00 97 MANHOLE C4 EACH 30 $2,817.34 $85,420.20 26.00 $74,030.84 98 CATCH BASIN, F7 EACH 1 $1,974.33 $1,974.33 1.00 $1,974.33 99 MANHOLE K4 EACH 17 $8,549.72 $145,345.24 23.00 $196,643.56 100 MANHOLE 14 EACH 20 $5,140.48 $102,809.60 14.00 $71,966.72 101 CATCH BASIN M10 EACH 41 $2,617.76 $107,328.16 41.00 $107,328.16 102 DETENTION OUTFALL STRUCTURE D EACH 5 $8,666.12 $43,330.60 4.00 $34,664.48 103 DETENTION OUTFALL STRUCTURE E EACH 1 $9,077.18 $9,077.18 1.00 59,077.18 104 CONSTRUCTION SIGN C EACH 3 $297.00 $891.00 3.00 $891.00 105 ROAD CLOSURE SIGN ASSEMBLY EACH 6 $507.00 $3,042.00 6.00 $30042.00 lOSa TEMPORARY PAVEMENT MARKING 41N LFT 6,000 $0.67 $4,020.00 6,000.00 $4,020.00 3051, TEMPORARY PAVEMENT MARKING, REMOVABLE, NN LFT 2,600 $1.05 $2,730.00 2,600.00 $2,730.00 106 DETOUR ROUTE MARKER ASSEMBLY EACH 22 $152.00 $3,344.00 22.00 $3,344.00 107 CONSTRUCTION SIGN A EACH 14 $249.00 $3,486.00 14.00 $3,486.00 108 CONSTRUCTION SIGN 8 EACH 13 $104.00 $1,352.00 13.00 $1,352.00 109 MAINTAINING TRAFFIC LS 1 $153,029.18 $153,029.18 1.00 $153,029.18 110 BARRICADE III -B LFT 264 $30.00 $7,920.00 264.00 $7,920.00 111 STREET SIGN POST EACH 6 $1,850.00 $11,100.00 6.00 $11,100.00 112 SIGN SHEET AND SUPPORTS REMOVE EACH 33 $25.00 $825.00 33.00 $625.00 113 SIGN POST, SQUARE TYPE 1 UNREINFORCED ANCHOR BASE LFT 425 $14.00 $5,950.00 125.00 $5,950.00 114 SIGN SHEET WITH LEGEND 0.090 IN. SFT 184 $17.00 $3,128.00 38.:x1 222.00 $3,77COD 115 SIGN SHEET WITH LEGEND 0.1001N. SFT 117 $19.00 $2,223.00 /2.00 189.00 $3,59LOD 116 CONDUIT PVC 21N. SCHEDULE 40 LFT 493 $8.00 $3,944.00 493.00 $3,944.00 117 CONDUTT HDPE 21N. SCHEDULE 80 LFT 162 $12.00 $1,944.00 162.00 $1,944.00 118 ORNAMENTAL LIGHT POLE, FOUNDATION, LUMINARIES EACH 6 $8,900.00 $53,400.00 6.00 $53,100.00 119 HANDHOLE FOR INTERDUCr EACH 31 $975.00 $30,225.00 31.00 $30,22S.OD 120 PVC SCHEDULE 404" LFT 91502 $5.00 $47,510.00 9,502.00 547 510.00 SCHEDULE 404' INTERDUCT LFT 9,502 $9.00 $85,518.00 9,502.00 $85,528.00 PVC SCHEDULE 804" LFT 20S $7.00 $1,435.00 205.00 $1,435.00 PVC SCHEDULE 80-4-INTERDUCT LFT 205 $20.00 $4,100.00 205.00 $4,100.00 ItlPVC HANDHOLE LIGHTING EACH 4 $650.00 $2,600.00 4.00 $2,600.00SERVICE POINT II MODIFIED EACH 1 $5,500.00 $5,500.00 1.00 $5,500WIRE NO.6 COPPER, IN PLASTIC DUCT 4 C LFT 162 $8.00 $1,2%.00 I162.00 $1,2%.00 Pg. 3of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #12 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original Q..nt UNIT PRICE Odgiml Total Construction Constr,Ri,n Chan a #1 Qt s. Chan a #2 Qt New Total Quarrt Naw Total D.Ilar Amount 127 WIRE, NO, 6 COPPER, IN PLASTIC DUCT, IN TRENCH, 4 lC LFT 493 $8.00 $3,944.00 493.00 $3,944.00 128 CONNECTOR KITUNFUSED EACH 6 $37.00 $222.00 6.00 $222.00 129 CONNECTOR KIT, FUSED EACH 6 $35.00 $210.00 6.00 $210.00 130 MULTIPLE COMPRESSION FITTING, WATERPROOFED EACH 17 $21.00 $357.00 17.00 $357.00 131 INSULATION LINK WATERPROOFED EACH 1 28 $15.00 1 $420.00 28.00 $420.00 132 WIRE TW HW N0. 10 COPPER STRANDED LET 471 $1.00 $471.00 471.00 $471.00 133 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE WHITE, 241N, LFT 928 $5.65 $5,243.20 928.00 $5,243.20 134 LINE THERMOPLASTIC, BROKEN WHITE 41N. LFT 592 $1.95 $1,154.40 592.00 $1,154.40 135 LINE THERMOPLASTIC SOLID WHITE 41N. LET 2,050 $0.73 $1,496.50 2,399.00 $1,751.27 136 LINE THERMOPLASTIC, DOTTED WHITE 81N. LFT 116 $3.15 $365.40 116.00 $365.40 137 TRANSVERSE MARKING, THERMOPLASTIC, YIELD LINE WHITE 361N. LFT 47 $12.20 $573.40 47.00 $573.40 138 LINE THERMOPLASTIC, SOLID YELLOW 41N. LFT 3,449 $0.73 $2,517.77 3,724.00 $2,718.52 139 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 117 $5.65 $661.05 1.00 118.00 $666.70 140 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 26 $109.00 $2,834.00 P. ix1 34.00 $3,706.00 141 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 155 $25.00 $3,875.00 155.00 $3,875.00 141 LINE THERMOPLASTIC, SOLID YELLOW, 9IN. LFT 2,269 $1.90 $4,311.10 2,324.00 $4,415.60 143 LINE THERMOPLASTIC, SOLID YELLOW 121N. LET 460 $2.85 $1,311.00 477.00 $1,359.45 143. 20" DUCTILE IRON WATER MAIN LFT 1,520 $109.72 1 $166,774.40 1,520.00 $166,774.40 1436 8' DUCTILE IRON WATER MAIN LFT 80 $9010 1 $7,216.00 80.00 $7,216.00 1430 8" GATE VALVE EACH 1 $10477.28 $1,477.28 1.00 $1,477.28 143d 20' K 8' STAINLESS TAPPING SADDLE AND VALVE EACH 1 $80354.44 $8,354.44 1.00 $8,354.44 143. 8" WATER MAIN LOWERING EACH 1 $5,599.00 $5,599.00 1.00 $5,599.00 1432 10" WATER MAIN LOWERING EACH 1 $6,260.48 $6,260.48 1.00 $6,260.48 1438 16"WATER MAIN LOWERING EACH 1 $10,776.14 $10,776.14 1.00 $10,776.14 143h 20" WATER MAIN LOWERING EACH 6 $13,814.76 $82,888.56 6.00 $82,888.56 1431 8' WATER MAIN CONNECTION EACH 2 $3,475.74 $6,951.48 2.00 $6,951.48 1431 20' WATER MAIN CONNECTION EACH 4 $4,486.76 $17,947.04 4.00 $17,947.04 143k LONG SIDE SERVICE EACH 1 $3,882.93 $3,882.93 1.00 $3,882.93 1431 METER PIT RELOCATION EACH 1 $1,327.05 $1,327.05 1.00 $1,327.05 143. BACKFLOW RELOCATION EACH 1 $525.38 $525.38 1.00 $525.38 143n RELOCATE SAMPLING STATION EACH 1 $10518.42 $1,518.42 1.00 $1,518.42 143. ADJUST VAVLE TO GRADE REMOVE & REPLACE HYDRANT & ADJUST TO GRADE EACH 17 $4,476.55 $76,101.35 17.00 $76,101.35 143p NEW HYDRANT ASSEMBLY EACH 5 $6,016.55 $30,082.75 5.00 $30,082.75 143q REMOVE AND RETIRE HYDRANT EACH 3 $626.30 $1,878.90 3.00 $1,878.90 143r ADJUST VALVE TO GRADE EACH 19 $321.44 $5,785.92 18.00 $5,785.92 143, VALVE RETIREMENT EACH 3 $585.16 $1,755.48 3.00 $1,755.48 143t LINE STOPS 20" UNDISTRIBUTED EACH 4 517,268.55 $69,074.20 4.00 $69074.20 143, DETENTION OUTFALL STRUCTURE,T- per Change Order#1 $8,332.94' .... 1.00 $ 2.94 143, SEPTIC REPLACEMENT - er Change Order #2 LS 0 $36,031,35 $0.00 1.00 $36,031.35 143. DECORATIVE SOLAR FLASHER - per Change Order#3 EACH 0 $7,806.66 $0.00 6.00 6.00 $46,839.96 143x LIGHT POLE RELOCATION - per Chagne Order 95 LS 0 $4,140.25 $0.00 0.00 1.00 $4,140.25 143y CONSTRUCTION ENGINEERING - per Change Order 93 LS D $4,087.00 $0.00 0.00 1.00 $4,087.00 1432 MOBILIZATION&DEMOBILIZATION -per Change 0rder 96 LS 0 $37,456.19 $0.00 0.00 1.00 537,456.19 143aa MAINTENANCE OF TRAFFIC- per Change 0rder 46 LS 0 $20,676.66 $0.00 0.00 1.00 $20,676.66 14366 CONCRETE WASH -OFF FACILTY - per Change Order#6 EACH D $432.00 $0.00 0.00 1.00 $432.00 143cc DORSET BLVD. SIGN WALL - per Change Order#6 EACH D $58,582.27 $0.00 0.00 2.00 5117,164,54 143dd DORSET BLVD, RAB MASONRY WALL - per Change Order #6 EACH 0 $58,630.88 $0,00 0.00 1.00 $58,630.88 143ee 111TH STREET STONE WORK- per Change Order #6 EACH 0 $31,912.26 $0.00 0 00 1.00 $31,912.26 143ff PLANTINGSOILBACKFILL-per Change Order#6 CVS 0 $71.50 $0.00 0.00 1,158.00 $82,797.00 143.8 IRRIGATION SERVICE&CONNECTIONS - per Change Order 46 EACH 0 $3,500.00 $0.00 0 D 1.00 $3,500.00 Pg. 4 of 5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order R32- Quantity Adjustments ITEM NO. DESCRIPTION UNIT Original quant it UNIT PRICE Original Total Construction Construction Chan a pl Qt s. Chan a p2 Qt s. New Total Qua nt it New Total Dollar Amount 143hh IRRIGATION BORING&JACKING - per Change Order p6 LFT 0 $60.50 $0.00 0,00 100,00 $6,050.00 143ii IRRIGATIONCONTROLS/BACKFLOW PREVENTERS- per Change Order 96 EACH 0 $2,827.00 $0.00 0.00 1.D0 $2,827.00 143}J CONTROL VALVES, DRIP TUBING, EMITTERS - per Change Order 96 LS 0 $15,306.50 SOCK) 0.00 1.00 $15,306.50 143kk ELECTRIC SERVICE AND CONNECTIONS - per Change Order 96 EACH 0 $8,814.87 $0.00 OCO 1.00 $8,814.87 14311 ELECTRIC CONDUIT BORING AND JACKING - per Change Order 96 LET 0 $65.29 $0.00 0.00 100.00 $6,529.00 143mm SIGN WALL LIGHTING- per Change Order 46 EACH 0 $1,641.88 $0.00 0.00 2.00 $3,283.76 143nn DORSET BLVD. WALL LIGHTING- per Change Order 96 EAC :I+. 0 $1,641.88 $0.00 0.00 1.00 $1,641.88 1430o STREET TREES- per Change Order 96 EACH 0 $42900 $0.00 0.00 78.00 $33,462.00 143pp ORNAMENTAL TREES- per Change Order 96 EACH 0 $330. DO 50.00 0.00 104.00 $34,320.00 143gq EVERGREEN TREES- per Change Order p6 EACH 0 $253.00 $0.00 0.00 53.00 $13,409.00 113rr SHRUBS- per Change Order 96 EACH 0 $44.00 $0.00 0.00 798.00 $35,112.00 1431, ORNAMENTAL GRAS SES- per Change Order 96 EACH 0 $33.00 $0.00 0.00 269.00 $8,877.00 1430 PERENIALS- per Change Order 96 EACH 0 $13.20 $0.00 0.00 5,653. DO $74,619.60 143uu SEDGE, PLANTS- per Change Order 06 EACH 0 $13.20 $0.00 0.00 1,954.00 525,792.80 143- HARDWOOD MULCH- per Change Order 96 CVS 0 $82.50 $0.00 0.00 222.00 $18,315.00 143_ LANDSCAPE IMPROVEMENTS/WILLIAMS CREEK- per Change Order 97 LS 0 $13,183.50 $0.00 0.00 1.00 513,183.50 143a>< Section 5 Sanitary & Water Addtions - per Change Order p8 LS 0 $32,465.92 $0 .00 0.00 .0 70 $32,465.92 143yy Carmel Water U tilities Subgrade Heallog - per Change Order 99 LS 0 $91,297.27 $0.00 000 1.00 591,297.27 143zz Addtion of Colored Concrete at 111th Street RAO Truck Apron - per Change Order 910 LS 0 $7,996,08 $0.00 0.00 1.00 $7,996.08 143aaa Additional Winter Work/2016&2017-per Change order 911 LS 0 $22,257.82 $0.00 0.00 1.00 $22,257,82 143bbb Irrigation- 111th Street and Spring Mill Road RAB- er Change Order 912 LS 0 $16,160.21 $0.00 _J 1.00 $16,160.21 16 -SW -07 QUANTITIES 144 EXCAVATION, COMMON CYS 883 $35.00 $30,905.00 883.00 $30,905.00 145 BORROW CYS 2,782 $0.01 $27.82 2,782.00 $27.82 146 SEDIMENT REMOVE CYS 10 $33.74 $337.40 10.00 $337.40 147 TEMPORARY INLET PROTECTION EACH 14 $65.00 $910.00 14.00 $910.00 148 TEMPORARY SILT FENCE LFT 2,105 $1.79 $3,767.95 2,105.00 $3,767.95 149 TEMPORARY SEED MIXTURE LBS 44 $0.25 $12.00 48.00 $12.00 150 SUBGRADE TREATMENT TYPE II M 59 $24.80 $1,463.20 59.00 $1,463.20 151 SUBGRADE TREATMENT TYPE III SYS 1,597 $1.83 $2,922.51 1,597.00 $2,922.51 152 SUBGRADE TREATMENT TYPE IB SYS 4,596 $6.73 $30,931.08 4,596.00 $30,931.08 153 STRUCTURE BACKFILL, TYPE CYS 177 $25.66 $4,541.82 177.00 $4,541.82 154 STRUCTURE BACKFILL, TYPE 2 CYS 266 $92.94 $24,722.04 266.00 $24,722.04 155 STRUCTURE BACKFILL TYPE 5 CYS 36 $73.45 $2,644.20 36.00 $2,644.20 156 COMPACTED AGGREGATE NO. 53 BASE TON 295 $32.87 $9,696.65 295.00 $9,696.65 157 HMA SURFACE TYPE TON 292 $71.46 $20,866.32 292.00 $20,866.32 158 MMA INTERMEDIATE TYPE TON 487 $56.71 $27,617.77 487.00 $27,617.77 1584 HMA INTERMEDIATE OG TYPE TON 641 $54.13 $34,697.33 641.00 $34,697.33 159 HMA BASE TYPE C TON 1,207 $51.90 $62,643.30 1,207.00 $62,643.30 160 ASPHALT FOR TACK COAT TON 4 $0.01 $0.04 4.00 $0.04 161 HMA FOR SIDEWALKS TON 221 $87.33 $19,299.93 221.00 $19,299.93 162 SIDEWALK CONCRETE 4' S 39 $51.81 $2,020.59 39.00 $2,020.59 163 CURB RAMP CONCRETE SYS 25 $175.41 $4,385.25 25.00 $4,385.25 164 DETECTABLE WARNING SURFACES SYS 5 $326.25 $1,631.25 5.00 $1,631.25 165 HANDRAIL, 481N. ITEM DELETED ppr CHANGE ORDER 84 LFT 58 $120.00 $6,960.00 0.00 $0.00 166 CU RB AND GUTTER CONCRETE TYPE II LFT 1,830 $19.05 $34,861.50 1,830.00 $34,861.50 167 CURB AND GUTTER TURNOUT CONCRETE LET 1 6 $469.97 $2,819.82 6.00 $2,819.82 Pg. 5of5 SPRING MILL ROAD RECONSTRUCTION CARMEL PROJECTS 16 -ENG -52 AND 16 -SW -07 Change Order #12 - Quantity Adjustments ITEM NO. DESCRIPTION UNIT Ori(Inal Quant UNIT PRICE Construction C-t-mn Od(irul Total Chan a pl Q[ Chan a p2 q[ Naw Tobl Qwm Now Total Dollar Amoum 168 CONCRETE ROLL CURB & GUTTER LET 262 $48.66 $12,748.92 262.00 $12,748.92 169 PCCP FOR APPROACHES 61N. SYS 59 $60.95 $3,596.05 59.00 $3,596.05 170 MAILBOX ASSEMBLY, TRIPLE EACH 1 $22S.00 $225.00 1.00 $225.00 171 GEOTEXTILES SYS 1,140 $0.99 $1,128.60 1,140.00 $1,128.60 172 RIPRAP CLASS 1 TON 1,070 $46.35 $490594.50 1,070.00 $49,594.50 173 RIPRAP REVETMENT TON 260 $23.16 $6,021.60 260.00 $6,021.60 174 IRIPRAP, UNIFORM HAND LAIDI TON 1 4 $95.96 $383.84 4.00 $383.84 175 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH 2 $50.00 $100.00 2.00 $100.00 176 EROSION CONTROL BLANKET SYS 1,375 $1.17 $1,608.75 1,375.00 $1,608.75 177 WATER M.G. 25 $1.00 $25.00 25.00 $25.00 178 TOPSOIL CYS 1,169 $45.64 $53,353.16 1,169.00 $53,353.16 179 SODDING NURSERY SYS 3,540 $3.25 $11,505.00 3,540.00 $11,50500 180 CONCRETE, CLASS, A CYS 17 $252.59 $4,294.03 17.00 $4,294.03 181 241N. SDR 11 HDPE WATER MAIN LET 176 $305.36 $53,743.36 176.00 $53,743.36 182 1201N, RESTRAIN E D JOINT DUCTILE IRON LET 25 $724.08 1 $18,102.00 25.00 $18,10200 183 20' LINE STOP EACH 2 $17,268.55 $34,537.10 2.00 $34,S37.30 184 201N. CONNECTION EACH 2 $6,202.22 $12,404.44 2.00 $12,404.4 185 REMOVE REPLACE AND RELOCATE FIRE HYDRANT EACH 1 $5,261.37 $5,261.37 1.00 $5,261.37 186 ADJUST VALVE BOX TO GRADE EACH 3 $468.3 $1,405.29 3.00 $1,405.29 187 PIPE TYPE 4, CIRCULAR, 61N. LET 2,274 $4.75 $10,801.50 2,274.00 $30,801.50 188 PIPE UNDERDRAIN, OUTLET 6 IN. LET 191 $14.50 $2,769.50 191.00 $2,769.50 189 PIPE TYPE 2, CIRCULAR, 121N. LET 642 $42.68 $270400.56 642.00 $270400.56 190 PIPE TYPE 2, CIRCULAR, 151N. LET 15 $235.30 $3,529.50 15.00 $3,529.50 191 VIDEO INSPECTION FOR PIPE LEE 655 $2.39 $1,565.45 655.00 $1,565.45 192 PIPE END SECTION DIAMETER 12 IN. EACH 1 $873.58 $873.58 1.00 $873.58 193 VIDEO INSPECTION FOR UNDERDRAINS LFT 3,000 $0.99 $2,970.00 3,000.00 $2,970.00 194 AGGREGATE FOR UNDERDRAINS CYS 94 $5000 $4,700.00 94.00 $4,700.00 195 GEOTEXTILES FOR UNDERORAIN SYS 1,076 $2.40 $2,582.40 1,076.00 $2,582.40 196 YARD LIGHTS ADJUST TO GRADE EACH 7 $250.00 $1,750.00 7.00 $1,750.00 197 CASTING ADJUST TO GRADE EACH 6 $866.87 $5,201.22 6.00 $5,201.22 198 INLET E7 EACH 1 $1,881.90 $1,881.90 1.00 $1,881.90 199 IINLET, M10 EACH 9 $2,448.81 $22,039.29 9.00 $22,039.29 200 PIPE CATCH BASIN, 181N. EACH 1 $10314.06 $1,314.06 1.00 $1,314.06 201 MANHOLE C4 EACH 3 $2,951.74 $8,855.22 3.00 $8,855.22 202 INLET, AR EACH 3 $2,186.40 $6,559.20 3.00 $6,559.20 203 REINFORCED CONCRETE ARCH (MIN AREA = 105.0 SET.) LFT 64 $3,216.76 $205,872.64 64.00 $205,872.64 2D4 DETOUR ROUTE MARKER ASSEMBLY EACH 19 $146.00 $2,774.00 19.00 $2,774.00 205 CONSTRUCTION SIGN, A EACH 17 $244.00 $4,148.00 17.00 $4,148.00 206 CONSTRUCTION SIGN B EACH 2 $105.00 $210.00 2.00 $210.00 207 BARRICADE III -B LFT SO $30.00 $1,500.00 50.00 $1,500.00 208 SIGNPOST, SQUARE TYPE I REINFORCED ANCHOR BASE LFT 81 $14.00 $1,134.00 $1.00 $1,134.00 209 SIGN GROUND MOUNTED RESET EACH 8 $20.00 $160.00 8.00 $160.00 210 LINE THERMOPLASTIC, SOLID WHITE 41N. LET 209 $0.73 $152.57 209.00 $152.57 211 LINE THERMOPLASTIC SOLID YELLOW 41N. LET 2,073 $0.73 $1,513.29 2,073.00 $1,513.29 212 TRANSVERSE MARKING, THERMOPLASTIC, STOP LINE, WHITE, 241N. LFT 15 $5.65 $84.75 15.00 $84.75 213 TRANSVERSE MARKING, THERMOPLASTIC, CROSSWALK LINE, WHITE, 61N. LET 103 $1.40 $144.20 103.00 $144.20 214 PAVEMENT MESSAGE MARKING, THERMOPLASTIC LANE INDICATION ARROW EACH 1 $109.00 $109.00 1.00 $109.00 215 PAVEMENT MESSAGE MARKING, THERMOPLASTIC ONLY EACH 1 $147.00 $147.00 1.00 $147.00 216 -'NPIJBIRN MAN HANDRAIL - per Change Order p4 LET 0 $3 .95 $0.00 5800 "$e,Airo 217 CANCELLATION CHARGE (Original Handrail Design)- per Change Order 94 LS 0 $465.00 $0.00 1.00 $465.00 = Adjusted quantities las of this Change Orden New Items 011 111111 IOIAf $S 112 091 11, NEW TOTAL = $9,5911684.65 Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 05/08/18 Re: C.O. #12 Spring Mill Reconstruction 111th to Main Street Project #16 -ENG -52 — Irrigation for 111th & Spring Mill Doing, please find attached 1 original of same change order for project #16 -ENG -52 Spring Mill Reconstruction from 111 to Main Street. Please review & initial for the next BPW Meeting. Change Order #12- Original Contract Amount: $8,592,091.16 Increase: $16,160.21 New Contract Amount $9,591,684.65 Thank you, Lisa Scott 0 Page 1