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Home My WebLink AboutRieth-Riley/Eng/CO #11/-404,170.92/96th and Keystone Parkway – Project #16-ENG-05 City of Carmel Project 16- ENG-05 96th Street and Keystone Parkway CHANGE ORDER # 11 The purpose of this change order is to address the additional costs to the contract due to Construction Change No.I0 and due to a change in the pavement section on Keystone Parkway south of 96th Street. See the attachments for more information. Contract Price prior to this Change Order $30,717,554.72 Contract Price will be increased/decreased by this Change Order (S404,170.92) New Contract Price including this Change Order $30,313,383.80 Amount Adjusted Contract Cumulative % Change Price from Original Contract Original Contract $28,793,000.00 $28,793,000.00 N/A CO 01 $25,843.67 $28,818,843.67 0.09% CO 02 $3,481.80 $28,822,325.47 0.10% CO 03 $0.00 $28,822,325.47 0.10% CO 04 $46,996.32 $28,869,321.79 0.26% CO 05 ($172,023 87) $28,697,297.92 -0.33% CO 06 $68,110.98 $28,765,408.90 -0.10% CO 07 $164,830.51 $28,930,239.41 0.47% CO 08 $1,300,000.00 $30,230,239.41 4.77% CO 09 $235,881.10 $30,466,120.51 5.55% CO 10 $251,434.21 $30,717,554.72 6.36% CO11 ($404,170.92) $30,313,383.80 5.03% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: I 1 DATE: 1/8.2C120 PROJECT NAME: 16-ENG-05 CITY REQ. NO.: CITY PO NO.: CITY PO DATE: I. You arc directed to make the following changes in this Contract: The purpose of this change order is to address the additional costs to the contract due to Construction Change No.10 and due to a change in the pa\ement section on Keystone Parkway south of 96th Street. See the attachments for more information. SCHEDULED ADJUSTMENT < '` '`) ITEM AMOUNT 1+)OR(-) DAYS *See the attachment `, l : �, 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: The changes result in the following adjustment of Contract Price and Contract Time: Contract Price prior to this Change Order S 30,717,554.72 Contract Price will be increased/decreased by this Change Order S (.4t)-+.l 70.02 New Contract Price including this Change Order 5 30,313,383.80 Contract Time Prior to this Change Order Days 5:31/2019 Completion Date Net increased/decreased resulting from this Change Ordei 0 Days Current Contract Time including this Change Ord 0 Days 5;31'2019 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 perfonnance of the changed work. The Above Changes Are The Above Changes Are Appro\•ed: Recommended Accepted: 7�— American Structurepoint Inc. Rieth-Riley Construction Co, Inc ENGINEER CONTRACTOR : F.'s Brain. % • / 7260 Shadeland Station Indianapolis, IN 46__"1 Address Address M -\18±100. lemb L:ina son. i ember Indianapolis. IN 4626 Indianapolis.IN 46221 City.State'Zip City/State/Zip Jer ashman E. City gineer By: By: ATTEST: Pho e:(317)401-0263 Phone: (317) 518-2500 SUE WOLFGANG,CITY CLERK Date: !C2*--%ZG?A Date: January 8,2020 Date: 0716/�0,-) 0 Fenian-o t r,-o8-3 I AR-6 OM O AMERICA4 American Structurepoint, Inc. STRUCTUREPOINT • Change Order Details 96th Street and Keystone Parkway Description: 16-ENG-05 Construction of a roundabout interchange at the intersection of 96th Street and Keystone Parkway, including the reconstruction of Keystone Parkway from I-465 to 98th Street, and reconstruction of 96th Street from Haverstick Road to Enterprise Drive. The Project includes new construction of a twospan bridge over 96th Street. Change Order: 11 Date Created: 01/08/2020 Status: Pending Approval Date Approved: Type: Changed Conditions Summary: Construction Change 10 and Paving Section Change South of 96th Street Change Order Description: In the Fall of 2018, Carmel and Rieth-Riley began discussions with Dreyer- Reinbold Mini Cooper regarding the impact of project construction beyond the R/W. Rieth-Riley would require additional room along the eastern edge of the Dreyer-Reinbold property in order to construct the planned Modular Block Wall. In conjunction with the wall construction, it was discovered that there were IPL poles within the R/W that needed to be moved to the west. IPL remarked that they did not have enough space to set the new poles without impeding on the Dreyer-Reinbold parking lot. It was decided that Rieth-Riley would need an additional 35 feet to the west of the R/W in order to construct the retaining wall. The Dreyer-Reinbold lot contained several light poles that would need to be removed and replaced, existing asphalt pavement that would be removed/replaced, and additional concrete curb to be constructed along the east edge of the lot. The cost to perform all of this additional work was projected to be nearly $50,000. In early February 2019, Rieth-Riley proposed an alternative plan to eliminate the modular block wall at this location. Rieth-Riley contended that extending the moment slab and FT railing, and possibly adding a paved side ditch behind the railing, would be sufficient to hold the slope. This proved to be a much more cost effective solution. These changes were incorporated into the plans by CHA with the issuance of Construction Change No. 10 on February 20, 2019. Per the original contract, the pavement on Keystone Parkway south of 96th Street and the south ramps was to be PCCP pavement. Conversations were held at Progress Meetings in late 2018 regarding possibly changing the PCCP pavement to an HMA pavement. On January 9, 2019, Rieth-Riley officially submitted a proposal to change the paving section on Keystone Parkway, south of 96th Street, to HMA pavement. This would prove to be a cost savings to the project as well as a chance to accelerate the project schedule. On February 7, 2019, Rieth-Riley was notified that City of Carmel was in agreement with the proposal to change the PCCP pavement to HMA pavement on Keystone Parkway south of 96th Street, including the south ramps. Change Order Details: 96th Street and Keystone Page 1 of 4 01/08/2020 Parkway Awarded Project Amount: $28,793,000.00 Authorized Project Amount: $30,717,554.72 Change Order Amount: -$404,170.92 Revised Project Amount: $30,313,383.80 Increases/Decreases Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount Section: 1 - 801-08400 0170 17 CYS $14.500 54,920.00 $796,340.00 -1,160.00 -$16,820.00 53,760.00 $779,520.00 EXCAVATION, COMMON 0180 18 CYS $15.000 32,250.00 $483,750.00 1,255.00 $18,825.00 33,505.00 $502,575.00 BORROW 0200 20 TON $30.000 195.00 $5,850.00 -1.00 -$30.00 194.00 $5,820.00 TEMPORARY CHECK DAM, REVETMENT RIPRAP 0300 30 SYS $11.000 86,821.00 $955,031.00 -505.00 -$5,555.00 86,316.00 $949,476.00 SUBGRADE TREATMENT,TYPE IC 0310 31 CYS $26.000 19,137.00 $497,562.00 -352.00 -$9,152.00 18,785.00 $488,410.00 B BORROW 0340 34 CYS $26.000 33,078.00 $860,028.00 -677.00 -$17,602.00 32,401.00 $842,426.00 STRUCTURE BACKFILL,TYPE 3 0370 37 TON $18.000 5,811.00 $104,598.00 -176.00 -$3,168.00 5,635.00 $101,430.00 COMPACTED AGGREGATE NO. 53 BASE 0380 38 CYS $48.350 8,888.00 $429,734.80 -8,404.50 -$406,357.57 483.50 $23,377.23 SUBBASE FOR PCCP 0440 44 TON $59.100 7,409.00 $437,871.90 2,958.00 $174,817.80 10,367.00 $612,689.70 HMA, 4, 76, INTERMEDIATE, 19.0 mm 0450 45 TON $50.630 11,126.00 $563,309.38 4,141.00 $209,658.83 15,267.00 $772,968.21 HMA, 4, 64, BASE, 25.0 mm 0460 46 TON $52.880 9,377.00 $495,855.76 3,765.00 $199,093.20 13,142.00 $694,948.96 HMA, 5, 76, INTERMEDIATE, OG 19.0 mm 0470 47 TON $52.460 11,984.00 $628,680.64 5,916.00 $310,353.36 17,900.00 $939,034.00 HMA, 4, 64, BASE, 19.0 mm 0480 48 LFT $0.270 23,352.00 $6,305.04 12,100.00 $3,267.00 35,452.00 $9,572.04 JOINT ADHESIVE, SURFACE 0490 49 LFT $0.360 23,352.00 $8,406.72 12,100.00 $4,356.00 35,452.00 $12,762.72 JOINT ADHESIVE, INTERMEDIATE Change Order Details: 96th Street and Keystone Page 2 of 4 01/08/2020 Parkway Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount 0500 50 LFT $0.100 23,352.00 $2,335.20 12,100.00 $1,210.00 35,452.00 $3,545.20 LIQUID ASPHALT SEALANT 0520 52 TON $0.010 46.00 $0.46 18.00 $0.18 64.00 $0.64 ASPHALT FOR TACK COAT 0530 53 TON $350.000 52.00 $18,200.00 20.00 $7,000.00 72.00 $25,200.00 BASE SEAL 0540 54 LS $5,011.910 1.00 $5,011.91 -1.00 -$5,011.91 0.00 $0.00 PROFILOGRAPH PCCP 0550 55 SYS $40.160 23,444.00 $941,511.04 -21,347.00 -$857,295.52 2,097.00 $84,215.52 PCCP, 9.5 IN. 0590 59 LFT $10.680 16,053.00 $171,446.04 -11,366.00 -$121,388.88 4,687.00 $50,057.16 D-1 CONTRACTION JOINT 0600 60 LFT $182.720 24.00 $4,385.28 24.00 $4,385.28 48.00 $8,770.56 TERMINAL JOINT 0610 61 LFT $189.570 127.00 $24,075.39 -127.00 -$24,075.39 0.00 $0.00 TERMINAL JOINT, MODIFIED 4'WIDE 0700 70 LFT $18.000 2,283.00 $41,094.00 -357.00 -$6,426.00 1,926.00 $34,668.00 GUARDRAIL,W-BEAM, 6 FT 3 IN. SPACING 0720 72 EACH $28.750 438.00 $12,592.50 10.00 $287.50 448.00 $12,880.00 BARRIER, DELINEATOR 0800 80 LFT $166.000 634.00 $105,244.00 -269.00 -$44,654.00 365.00 $60,590.00 HAND RAIL, PEDESTRIAN 0810 81 LFT $13.040 859.00 $11,201.36 -858.00 -$11,188.32 1.00 $13.04 CURB, CONCRETE B 0870 87 LFT $25.210 1,076.00 $27,125.96 511.00 $12,882.31 1,587.00 $40,008.27 CURB AND GUTTER, ROLL CURB 0880 88 LFT $7.260 200.00 $1,452.00 -200.00 -$1,452.00 0.00 $0.00 MILLED PCCP CORRUGATIONS 0990 99 SYS $1.500 4,702.00 $7,053.00 -570.00 -$855.00 4,132.00 $6,198.00 GEOTEXTILES 1000 100 TON $28.000 2,370.00 $66,360.00 -500.00 -$14,000.00 1,870.00 $52,360.00 RIPRAP, REVETMENT 1220 122 LBS $0.840 622,126.00 $522,585.84 14,320.00 $12,028.80 636,446.00 $534,614.64 REINFORCING BARS, EPDXY COATED 1250 125 SYS $89.330 7,397.00 $660,774.01 457.00 $40,823.81 7,854.00 $701,597.82 REINFORCED CONCRETE MOMENT SLAB, 12 IN. 1270 127 LFT $64.860 6,239.00 $404,661.54 358.00 $23,219.88 6,597.00 $427,881.42 RAILING, CONCRETE FT, MODIFIED Change Order Details: 96th Street and Keystone Page 3 of 4 01/08/2020 Parkway Line Number Item Unit Unit Price Current Change Revised Quantity Amount Quantity Amount Quantity Amount 1630 165 CYS $38.000 3.516.00 $133,608.00 113.00 $4,294.00 3,629.03 $137,902.00 AGGREGATE FOR UNDERDRAINS 2050 205 CYS $104.870 145.00 $15,206.15 -37.70 -53,953.60 107.30 $11.,252.55 AGGREGATE FOR DRAINAGE FILL 2070 207 SFT $12.550 3,923.00 $49,233.65 -2,274.00 -$28,538.70 1,649.00 520,694.95 MODULAR BLOCK WALL ERECTION 2080 208 SFT $10.020 2,274.00 $22,785.48 -2.274.00 -$22,785.48 0.00 $0.00 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT 3160 316 TON $88.980 2,815.00 $250,478.70 1,775.00 $157,939.50 4,590.00 $408,418.20 HMA,4, 76, SURFACE, 9.5 mm-SMA 3200 320 SFT $4.000 131,039.00 $524,156.00 2,924.00 $11,695.00 133,963.00 $535,852.00 MASONRY COATING. 96TH STREET AT KEYSTONE PARKWAY (39 Items) Totals S10,295,900.75 -$404,170.92 $9,891,729.83 Recommended for Processing: ..s:r--72.;Z..4. Resident Project Representative Date January 8,2020 Contractor David Dankert,Area Manager Date Owner Date Change Order Details: 96th Street and Keystone Page 4 of 4 01/08/2020 Parkway Change Order No.11 Const.Change 10 and PCCP to HMA Pavement Construction Change 10: 0017 Excavation,Common $14.50 -1,160.00 CYS -$16,820.00 0020 Temporary Check Dam Revetment Riprap $30.00 -1.00 TON -$30.00 0030 Subgrade Treatment,Type IC $11.00 -505.00 SYS -$5,555.00 0031 B Borrow $26.00 -352.00 CYS -$9,152.00 0034 Structure Backfill,Type 3 $26.00 -677.00 CYS -$17,602.00 0037 Compacted Aggregate No. 53 Base $18.00 -176.00 TON -$3,168.00 0070 Guardrail,W-Beam,6ft 3in spacing $18.00 -357.00 LFT -$6,426.00 0080 Hand Rail, Pedestrian $166.00 -269.00 LFT -$44,654.00 0081 Curb,Concrete B $13.04 -357.00 LFT -$4,655.28 0099 Geotextiles $1.50 -570.00 SYS -$855.00 0100 Riprap, Revetment $28.00 -500.00 TON -$14,000.00 0205 Aggregate for Drainage Fill $104.87 -37.70 CYS -$3,953.60 0207 Modular Block Wall Erection $12.55 -2,274.00 LFT -$28,538.70 0208 Modular Block Wall with Ground Reinforcement $10.02 -2,274.00 LFT -$22,785.48 Subtotal Construction Change 10: -$67,020.07 PCCP to HMA Pavement: • • 0038 Subbase for PCCP $48.35 -8,404.50 CYS -$406,357.58 0054 Profilograph PCCP $5,011.91 -1.00 LS -$5,011.91 0055 PCCP,9.5in. $40.16 -21,347.00 SYS -$857,295.52 0061 Terminal Joint, Modified 4' Wide $189.57 -127.00 LFT -$24,075.39 0059 D-1 Contraction Joints $10.68 -11,366.00 LFT -$121,388.88 0081 Curb,Concrete B $13.04 -501.00 LFT -$6,533.04 0088 Milled PCCP Corrugations $7.26 -200.00 LFT -$1,452.00 Subtotal PCCP to HMA Pavement: -$337,150.86 TOTAL for Change Order No.11 = -$404,170.92 February 20th,2019 Mr. Chris Ogg Assistant City Engineer City of Carmel One Civil Square Carmel,IN 46032 RE: 96th Street at Keystone Parkway—Construction Change No. 10 Project No. 16-ENG-05 Chris: Attached is proposed Construction Change No. 10 for your review and approval. Once approved, please provide Construction Change No. 10 to Rieth Riley. The changes are to extend the FT railing and moment slab along Keystone Pkwy to Sta. 375+00. With this change,the Modular Block Wall#9 has been eliminated and a paved side ditch has been added to the backside of the FT railing. The grading behind the FT railing had been minimized to use 4:1 slopes around the paved side ditch. The 4:1 slopes are proposed to have revetment riprap to tie into the existing revetment riprap on the backslope. The limits of the form liner on the FT railing have also been modified due to a portion of the railing being buried and installation of the paved side ditch behind the railing. A note has been added to the plans with the station range of the exclusion of the form liner. Using Rieth Riley's bid prices, the estimated construction cost for Construction Change No. 10 is a decrease of$74,517.74. Please contact me if there are questions or comments at 317-780-7178 or sstroebel;2chacompanies.com. Sincerely, CHA Consulting,Inc. Samantha J. Stroebel,P.E. Attachments: • Construction Change No. 10 Cost Estimate • Construction Change No. 10 Revised Roadway Plans Satisfying Our Clients with Union Station,300 S.Meridian Street, Indianapolis,IN 46225 Dedicated People Committed r Total Q.,ality" r 317.786.0461 • F 317.788.0957 • www.chacompanies.com Klass, Nicole From: Ogg, Chris <cogg@carmel.in.gov> Sent: Thursday, February 21, 2019 10:50 AM To: Conarroe, Tim Cc: Schultz, Chris; Stroebel, Samantha; Klass, Nicole Subject: RE: City of Carmel Project No 16-ENG-05 96th Street at Keystone Parkway: Construction Change No. 10 Tim, I have no comments on this construction change. If you are ok with it, go ahead and issue it to RR. Thanks. Chris Ogg, PE Assistant City Engineer Carmel Engineering Department One Civic Square Carmel IN,46032 0:317.571.2436 C:317.945.7777 coggPcarmel.in.gov A Please consider the environment before printing this e-mail From: Stroebel, Samantha [mailto:SStroebel@chacompanies.com] Sent: Wednesday, February 20, 2019 6:54 PM To: Ogg, Chris Cc: Schultz, Chris; Conarroe, Tim Subject: City of Carmel Project No 16-ENG-05 96th Street at Keystone Parkway: Construction Change No. 10 **** This is an EXTERNAL email. Please exercise caution and Do Not open attachments or click links from unknown senders or unexpected email. **** Chris 0, Two files have been posted for your review for the following project: • Project Name: 96th Street and Keystone Parkway • City of Carmel Project No.: 16-ENG-05 • Submittal Type: Construction Change No. 10 The changes in Construction Change No. 10 are to extend the FT railing and moment slab along Keystone Pkwy to Sta. 375+00. With this change, the Modular Block Wall #9 has been eliminated and a paved side ditch has been added to the backside of the FT railing. The grading behind the FT railing had been minimized to use 4:1 slopes around the paved side ditch.The 4:1 slopes are proposed to have revetment riprap to tie into the existing revetment riprap on the backslope. The limits of the form liner on the FT railing have also been modified due to a portion of the railing being buried and installation of the paved side ditch behind the railing. A note has been added to the plans with the station range of the exclusion of the form liner. This submittal has been made to the Share File Site: 1 • https://structurepaint.sharefile.com/app/#/home/shared • Carmel Program Management-> 2016 Bond Projects -> 2016 COIT Bond Program -> 96th Street and Keystone Parkway Interchange construction ->Z. Submittals -> 16-ENG-05_2019.02.20_Construction Change No. 10 Please let me know if there are any questions or comments on this construction change. Thank you, Samantha J. Stroebel, P.E.* Project Engineer IV CHA Office: (317) 786-0461 x178 Direct: (317) 780-7178 *IN Email secured by Check Point 2 BJTiil?LL E Y CONSTRUCTION CO. , INC. 100% Quality • 100% Employee Owned • Over 100 Years January 9th, 2019 Tim Conarroe Project Engineer Sent Via Email: TConarroe@structurepoint.com American Structurepoint Inc. 7260 Shadeland Station Indianapolis, IN 46256 Contract: 16-ENG-05,96th St. and Keystone Parkway RE: Proposal to Replace PCCP with Asphalt Tim, In response to prior discussions, Rieth-Riley is proposing to eliminate all the 9.5lN PCCP from Station 373+30 up to the approach slab for the bridge; this includes all the PCCP on the south ramps. This change will eliminate the need for the following items: Subbase for PCCP, Profilograph PCCP, D-1 Contraction Joints (partial), Terminal Joints. In place of the PCCP, Rieth- Riley will utilize the same pavement section that is on Mainline Keystone and NWR/NER on the north side of the bridge. Through this change, the City of Carmel will save approximately$300k (using existing pay items) on the contract. Attached to this letter is a spreadsheet showing the cost difference between concrete and asphalt. Aside from the cost savings, making this change will aid in accelerating the overall project schedule. The only PCCP that will be performed as shown in the contract drawings is the section that extends under the bridge on the south end of the project (361+05—369+90). Let me know if you have any questions regarding this proposal. Thanks, Trig" .orepA Tyler Joseph Project Manager Rieth-Riley Construction Co., Inc. Cell: (419)-966-4890 P.O. Box 276 •1751 w. Minnesota St.• Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com ITEM PR-E NB PR-E SB SER SWR SR TOTAL UNITS UNIT COST TOTAL COST 55:PCCP 9.5IN(SYS) 6311 5557 3475 1714 4454 21511 SYS $ 40.16 $ 863,881.76 38:Subbase for PCCP(CYS) 2600 3394 869 1113 428 8404 CYS $ 48.35 $ 406,333.40 54:Profilograph PCCP $ 5,011.91 $ 5,011.91 59:D-1 Contraction Joint(LFT) 3220 2874 1874 1036 2454 11458 LFT $ 10.68 $ 122,371.44 61:Terminal Joint,Modified 4'Wide(LFT) 127 LFT $ 189.57 $ 24,075.39 TOTAL 316:SMA 4,76,Surface 9.5mm(TONS) 521 458 287 141 367 1775 TONS $ 88.98 $ 157,909.02 44:HMA 4,76,Intermediate,19.0mm(TONS) 868 764 478 236 612 2958 TONS $ 59.10 $ 174,803.76 45:HMA 4,64,Base 25.0mm(TONS) 1215 1070 669 330 857 4141 TONS $ 50.63 $ 209,652.12 46:HMA 5,76,Intermediate O.G.,19.0mm(Tons) 1104 972 608 300 779 3764 TONS $ 52.88 $ 199,062.79 47:HMA 4,64,Base 19.0mm 1736 1528 956 471 1225 5916 TONS $ 52.46 $ 310,328.44 53:Base Seal 25 TON $ 350.00 $ 8,750.00 Joint Adhesive $ 6,000.00 TOTAL $ 1,066,506.15 CONC Vs.ASPHALT $ 355,167.75 From: Conarroe,Tim To: "Tvler Joseph" Cc: Chris oqq; Klass, Nicole Subject: RE: PCCP Elimination Proposal Date: Thursday,February 07,2019 3:06:00 PM Attachments: imaae002.onq Tyler, After discussion at yesterday's Progress Meeting, we are in agreement with your proposal to eliminate the PCCP pavement on Keystone Parkway to the south of 96tth Street. Please proceed with necessary plans to change this pavement section to HMA pavement to match the planned Typical Section for Keystone Parkway to the north of 96th Street. Thanks. Tim Conarroe From:Tyler Joseph [mailto:tjoseph@rieth-riley.com] Sent: Monday,January 28, 2019 5:28 PM To: Conarroe, Tim <TConarroe@structurepoint.com> Cc: Chris Ogg <cogg@carmel.in.gov>; Klass, Nicole<nklass@structurepoint.com> Subject: RE: PCCP Elimination Proposal Tim, The south end of the mainline pavement section starting at Station 373+30 has a planned cut for the first few hundred feet. The difference in grade will be mitigated by reducing the cut area in this section and increasing the borrow in the fill area. Thanks, METH-RILEY COalRLFC170N Co., INC. Tyler Joseph i 2 PTO 'Jl.n ger 9rrig 0 17 51 W.l'irr sta St. Fndarae..;iW51 E_ -5c51 ExT.21224 6 m _`.s1.;'-r :Dr D �99th AN IPIEAWIIW t;�-,szor�rst�-'_; �r- From: Conarroe, Tim > Sent: Monday,January 28, 2019 3:02 PM To:Tyler Joseph <tjoseph(cJrieth-rilev. _ > Cc: Chris Ogg<cogg(carmel.in.go;>; Klass, Nicole<nklass(Jstructureooint.com> Subject: FW: PCCP Elimination Proposal CAUTION: This email originated from outside Rieth—Riley Construction. Do not click links or open attachments unless you recognize the sender and know the content is safe. Tyler, After reviewing the attached proposal, I do have one question. The overall thickness of the planned PCCP pavement section is 18.5 IN (9.5 IN PCCP + 9 IN Subbase for PCCP). The overall thickness of the HMA pavement section that you have proposed is 16.5 IN. I did not see anything in your proposal that addressed how Rieth-Riley plans to mitigate the 2 IN difference in grade that would result from this substitution. Tim Conarroe From:Tyler Joseph [mailto.tjosephiJneth-r,._. ._ ] Sent: Wednesday,January 09, 2019 4:23 PM To: Conarroe, Tim <`Con_;' > Subject: PCCP Elimination Proposal Tim, See attached proposal to eliminate the PCCP on the south side of the project. I have also attached a spreadsheet that shows the cost difference between the two options at the original bid prices. Let me know if you have questions. Thanks, �JETH RILEY Cow.cnwcnore Co.,INC. Tyler Joseph Prajecr 41.7.r.,cger /"A 17E1 W M rTSSOt3 St 9 lr 3r331 aJ EE l (/] 6 6 3:35:erco QBfh rind[ ftSAR'i w vw.f ett'-Cey.COP' This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e-mail in error, please respond to the individual sending the message, and permanently delete the original and any copy of any e-mail and printout thereof. DISCLAIMER: This message contains confidential information and is intended only for the individual named. If you are not the named addressee, you should not disseminate, distribute, utilize, or copy this e-mail. Please notify the sender immediately by e-mail if you have received this e-mail by mistake, and delete this e-mail from your system. No design changes or decisions made by e-mail shall be considered part of the contract documents unless otherwise specified, and all design changes and/or decisions made by e-mail must be submitted as an RFI or a submittal unless otherwise specified. All designs, plans, specifications and other contract documents (including all electronic files) prepared by the sender shall remain the property of the sender, and the sender retains all rights thereto, including but not limited to copyright, statutory and common-law rights thereto, unless otherwise specified by contract. E-mail transmission cannot be guaranteed to be secure or error-free as information could be intercepted, corrupted, lost, destroyed, arrive late or incomplete, or contain viruses. The sender therefore does not accept liability for any errors or omissions in the contents of this message which arise as a result of e-mail transmission. If verification is required, please request a hard-copy version. This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e-mail in error, please respond to the individual sending the message, and permanently delete the original and any copy of any e-mail and printout thereof. This e-mail and any attachments thereto, are intended only for use by the addressee(s) named herein and may contain legally privileged and/or confidential information. If you are not the intended recipient of this e-mail (or the person responsible for delivering this document to the intended recipient), you are hereby notified that any dissemination, distribution, printing or copying of this e-mail, and any attachment thereto, is strictly prohibited. If you have received this e-mail in error, please respond to the individual sending the message, and permanently delete the original and any copy of any e-mail and printout thereof. CITY OF CARMEL ENGINEERING DEPARTMENT Memo To: Doug Haney, Corporation Counsel From: Lisa Scott CC: Jeremy Kashman Date: 01/16/20 Re: C.O.#11 -96th Street and Keystone Parkway Project#16-ENG-05 Doug, please find attached 1 original of same change order for project #16-ENG-05 96th & Keystone Parkway. Please review&initial for the next BPW Meeting. Change Order #11- Original Contract Amount: $28,793,000.00 Decrease: $404,170.92 New Contract Amount $30,313,383.80 Thank you, Lisa Scott • Page 1