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Rieth-Riley/Eng/CO #8/1,300,000/96th and Keystone Parkway – Project #16-ENG-05
City of Carmel Project 16-ENG-05 96th Street and Keystone Parkway CHANGE ORDER # 08 The purpose of this change order is to address escalation costs for the 2019 construction season. See the attachments for more information. Contract Price prior to this Change Order $28,930,239.41 Contract Price will be increased/decreased by this Change Order $1,300,000.00 New Contract Price including this Change Order $30,230,239.41 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% C008 $1,300,000.00 $30,230,239.41 .4.77% CITY OF CARMEL TO: CONTRACT CHANGE ORDER NO.: 8 DATE: 7/15/2019 PROJECT NAME: 1 6-ENG-05 CITY REQ. NO.: CITY PO NO.: • 411ot, CITY PO DATE: v' o 4. I. You are directed to make the following changes in this Contract: fit. The purpose of this change order is to address escalation costs for the 2019 construction season.See the attachments for more information. SCHEDULED ADJUSTMENT ITEM AMOUNT (+)OR(-) DAYS 0352 $1,300,000.00 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 28,930,239.41 Contract Price will be increased/decreased by this Change Order S 1,300,000.00 New Contract Price including this Change Order S 30,230,239.41 Contract Time Prior to this Change Order Days 5/31/2019 Completion Date Net increased/decreased resulting from this Change Orde: 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 performance of the changed work. The Above Changes Are The Above Changes Are Approved: Recommended Accepted: American Structurepoint Inc. Rieth-Riley Construction Co,Inc � ENGINEER CONTRACTOR /J..•.: :A.inar• ayor 7260 Shadeland Station Indianapolis, N 46221 Address Address M. • - ,' Bur. -•,•- Lori W:_.(. n, Member Indianapolis,IN 4626 Indianapolis,IN 46221 City/State/Zip City/State/Zip Jer- y an, •E,City ngineer By: _� By: A _ - Phone.. ( )401-0263 Phone: (317)518-_500 A C Stine S. 'auley, Clerk- , / Treasurer Date: ZZ - ? Date: ( / Date: lY Version 2016-08-3I AR-6 ■ O■ STRUCTUREPOINT American Structurepoint, Inc. 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: 8 Date Created: 07/15/2019 Status: Pending Approval Date Approved: Type: Summary: 2019 Escalation Costs Change Order Description: On February 6, 2019, Rieth-Riley Construction Co., Inc. submitted an updated schedule for construction in 2019. At this time, Rieth-Riley also submitted the 2019 Escalation Proposal. The purpose of the Escalation Proposal was to address additional costs incurred by Rieth-Riley and its Subcontractors in 2019. For reasons outside the Contractor's control, construction of the project has extended beyond the Substantial Completion Date stipulated in the contract. INDOT Standard Specifications, which are being used on this project, allow for the Contractor to recover the escalated cost of Labor, Materials, and Equipment on that portion of the work which is delayed beyond an original intermediate completion date or the contract completion date. Such delay also caused work to be performed during a period when the costs were higher than when the work was originally planned to be performed. The following page details the proposed Substantial and Final Completion dates provided in the original proposal at the time of the Pre-Bid Meeting, which was held on June 7, 2017. After the Pre-Bid Meeting, and prior to the Bid Letting, Addendum No.1 was released on June 16, 2017. Revised Substantial and Final Completion dates were provided in Addendum No.1. Addendum No.1 also added Technical Specification TS 96 RIGHT OF WAY ACQUISITION STATUS which states that all Right of Way or Right of Entries are anticipated by October 31, 2017. The City of Carmel took legal possession of the Marathon parcel (Parcel #12) on October 16th, 2018. This was the last remaining parcel to clear. The purpose of this Change Order is to establish a mechanism for the Contractor to be compensated for the escalated costs as construction progresses in 2019. Otherwise, since these costs are based on the items of work performed in 2019, the Contractor would be waiting until all work in 2019 was complete and all items of work and quantities verified before compensation could be provided. In the proposal dated February 6, 2019, Rieth-Riley provided an estimated cost for 2019 escalation of$1,601,668.44. This number was based on items of work remaining to be completed as of December 31, 2018. After extensive review and revision of the documentation by American Structurepoint, The City of Cannel, and Reith-Riley, an agreement was reached to use $1,300,000.00 as the number for the 2019 Escalation Change Order. This will allow the Contractor to be compensated as construction progresses in 2019. Items of work and quantities of work completed in 2019 will be reviewed and compared Change Order Details: 96th Street and Keystone Page 1 of 2 07/22/2019 Parkway to this change order number. Adjustments may be made as required in a subsequent change order. Awarded Project Amount: 528,793,000.00 Authorized Project Amount: $28,930,239.41 Change Order Amount: $1,300,000.00 Revised Project Amount: $30,230,239.41 New Items Line Number Item Unit Pending Quantity Unit Price Dollar Amount Section: 1 -801-08400 3520 105-09356 DOL 1,300,000.00 $1.000 $1,300,000.00 COST ADJUSTMENT FOR CLAIM RESOLUTION Reason: 2019 Escalation Costs (1 Item) Total: +$1,300,000.00 Recommended for Processing: 7/ Resi ent Proje t Representative Date -61,(4 F--1L, ii221 C t acto(J Date 1 Owner Date Change Order Details: 96th Street and Keystone Page 2 of 2 07/16/2019 Parkway Original: Anticipated Notice to Proceed:July 14,2017 Substantial Completion:August 28,2018 96th Street Restriction at Keystone Parkway:60 calendar days Final Project Completion: October 12,2018 Phase Start Finish Duration Date* Date (days) Phase 1 -Building Demolition and Clearing R/W 7/14/2017 8/13/2017 30 Phase 2-Ramp Construction&96th St(outside) 8/13/2017 12/11/2017 120 Phase 3A-96th Street Restriction and Bridge 4/1/2018 5/31/2018 60 _ Phase 3B-Mainline Keystone Pkwy 3/1/2018 8/28/2018 180 Phase 4-96th Street(inside) 8/28/2018 10/12/2018 45 Phase 5 -Haverstick Road Roundabout 8/28/2018 10/12/2018 45 At time of bid(Addendum No. 1): Anticipated Notice to Proceed:July 14,2017 Substantial Completion: December 31,2018 96th Street Restriction at Keystone Parkway:60 calendar days Final Project Completion:Oetober-143-204S May 31,2019 Phase Start Finish Duration Date* Date (days) Phase 1 -Building Demolition and Clearing R/W 7/14/2017 3/31/2018 260 Phase 2-Ramp Construction&96th St(outside) 8/14/2017 6/30/2018 320 Phase 3A-96th Street Restriction and Bridge 6/30/2018 8/29/2018 60 Phase 3B -Mainline Keystone Pkwy 6/30/2018 12/31/2018 184 Phase 4-96th Street(inside) 6/30/2018 12/31/2018 184 Phase 5-Haverstick Road Roundabout 6/30/2018 12/31/2018 184 * All start dates are subject to right of way parcel clear or right of entry confirmation dates. TS 96 RIGHT OF WAY ACQUISTION STATUS All Right of Way or Right of Entries are anticipated by October 31,2017. Contact City of Cannel for actual Parcel Clear or Right of Entry dates. IETH- ILEY CONSTRUCTION Co1 , INC. 100% Quality • 100% Employee Owned • Over 100 Years February 6th, 2019 Tim Conarroe Project Engineer American Structurepoint Inc. 7260 Shadeland Station Indianapolis, IN 46256 Contract: 16-ENG-05;96th St. and Keystone Parkway RE: 2019 Escalation Proposal Tim, For reasons outside of the contractor's control, the above referenced project has extended through the substantial completion date stipulated in the contract. Therefore, Rieth-Riley Construction Co., Inc. and its "subcontractors" are submitting the following proposal for additional cost incurred in 2019. Below is the lump sum pricing for all the 2019 Escalation Costs: DESCRIPTION IQTY 'UNITS (TOTALS 2019 Escalation 1 LS $ 1,601,668.44 This proposal pricing is for work to be completed in 2019 only, if the contract extends through 12/31/2019, all related items will have to be reviewed and repriced accordingly. Rieth-Riley and its "subcontractors" will not begin the 2019 season without an agreed to change order. To start the project in early spring, Rieth-Riley will need a change order on or around 2/20/19. This proposal is reflective of the formatting discussed in prior meetings. The "summary" page has a breakdown of labor, equipment, materials,trucking, and subcontractors. The "2019 Bid Item Quantities" included in this proposal are the pay invoice quantities through 12/31/18. Not included in this proposal are any items that were completed as of 12/31/18. Also, the HMA quantities shown are inclusive of the eliminated portion of the concrete pavement section on the south end of the project. i P.O. Box 276 •1751 W. Minnesota St.•Indianapolis, IN 46206 Phone:(317) 634-5561 • www.rieth-riley.com RJi,i!LILEY CONSTRUCTION CO. , INC. 100% Quality • 100% Employee Owned • Over 100 Years As discussed, a portion of the agreed upon lump sum value of this change order will be paid out on each estimate. The payment value will be the delta increase for all the related items on that specific pay period multiplied by the quantity performed. At the end of 2019, a balancing change order can be written for any under/overs. Please let me know if you have any questions regarding this proposal. Thanks, j Tyler Joseph Project Manager Rieth-Riley Construction Co., Inc. Cell: (419)-966-4890 Cc: Chris Ogg- City of Carmel i P.O. Box 276 •1751 W. Minnesota St.• Indianapolis, IN 46206Ks_ Phone: (317) 634-5561 • www.rieth-riley.com Klass, Nicole From: Tyler Joseph <tjoseph@rieth-riley.com> Sent: Wednesday, February 20, 2019 12:08 PM To: Dubyel,Joe Cc: Klass, Nicole; Conarroe, Tim Subject: Keystone Escalation Attachments: Tyler Joseph.vcf; Escalation Summary REVISED (2.20.19).pdf Joe, Per our discussion, RR has added the INDOT standard markups into this proposal.We understand that per INDOT spec, "No markup will be paid for escalation cost". However, due to the circumstances of the delay RR has incurred a substantial amount of unforeseen overhead cost. RR believes that compensation is due for this added cost, so we accounted for this overhead by adding markup to the proposal. Let me know if you would like to discuss further. Additionally, rounding the decimal does not make much of difference. See attached revised "Escalation Summary"for your use. If you have any questions let me know. Thanks, RJETH-RILEY Consrmr crwmr Co., /NC. Tyler Joseph Pry' marcge, resat St 9 >t 0 _ 45si1 �tr k II - 5-34-EH].Ea.2.ii4 m 6 6 ?1 -_ '1F 55-4BK ;W.V.r=t'-ram: tea, 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. 1 From: Tyler Joseph To: Conarroe,Tim Cc: Eric Holmes.Klass, Nicole; Dubyel,Joe Subject: RE: 16-ENG-05:96th Street and Keystone Parkway--2019 Escalation Proposal Date: Monday,February 25,2019 5:27:35 PM Attachments: image009.onq imaae010.onq imaae011.onq imaae012.onq imaae013.onq imaae014.onq imaoe015.onq imaae016.onq Tyler Joseph.vcf Escalation Summary REVISED(2.25.19).odf Tim, As requested, please see attached REVISED escalation summary. I have taken all of the INDOT standard markups out of the categories shown. Rieth-Riley will be submitting a separate claim for unanticipated overhead related costs. Likewise to the escalation proposal, Rieth-Riley will need an agreement in place for the overhead related cost prior to beginning spring construction activity. Let me know if you have any questions. Thanks, METH-'kILEY CoNsmucnoN CO.,INC. Tyler Joseph prcjec M rsGEr 1 CM 9 (1 rsi ti; ,,-rr St 1 :r r_cccE:N 46221 :317;6 _C061 ET.21224 K 6 e:41?'.?66-41=:. 4Ofr,q,kNI4EA5ARy ws.v.rsth-ray or From: Conarroe, Tim <TConarroe@structurepoint.com> Sent: Monday, February 25, 2019 10:42 AM To:Tyler Joseph <tjoseph@rieth-riley.com> Cc: Eric Holmes<eholmes@rieth-riley.com>; Klass, Nicole<nklass@structurepoint.com>; Dubyel,Joe <J Du byel @ structurepoint.com> Subject: 16-ENG-05: 96th Street and Keystone Parkway-- 2019 Escalation Proposal AUTION: This email originated from outside Rieth—Riley onstruction. Do not click links or open attachments unless you recognize the sender and know the content is safe. Good morning Tyler, As we continue to review the 2019 Escalation Proposal, I had a conversation with the City of Carmel regarding the 7% markup that was added to Subcontractor escalation. The City of Carmel General Conditions is silent regarding escalation, therefore, we will default to INDOT standard spec language per the contract. INDOT standard specifications do not allow markups on escalation. We are requesting that Rieth-Riley remove the 7% (+/-) markups from all Subcontractor escalation totals. Please make the necessary corrections and resubmit a revised Escalation Proposal for review. We understand that Rieth-Riely feels that compensation for some project overhead is warranted due to delays that have been encountered on the project. Per direction from City of Carmel, if Rieth-Riley wishes to pursue compensation for this overhead cost,these costs must be identified in some other way and are not to be included in the 2019 Escalation Proposal. Please let us know if you have additional questions. Timothy P.Conarroe, PE Project Engineer,Construction Solutions ■ STRUCTUREPOINT ■ 0 CO CO 0 Best Places to Work in Indiana Best Employers in Ohio 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. https://www.structureuoint.com/ 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. From: Conarroe,Tim To: "Tyler Joseph" Cc: Ow,Chris; Eric Holmes; Dubvel,Joe; Nicole Klass(nklass©structureooint.coml Subject: RE:96th&Keystone; Escalation Proposal Status Date: Monday,March 04,2019 10:50:00 AM Attachments: image002.onq Tyler, Following is an update regarding the status of our review of the 2019 Escalation Proposal. Rieth-Riley—Review of this portion of the proposal is ongoing. We will update our conclusions on this section when we have completed our review. Construction Engineering Solutions—We have completed our review of this section and found no concerns. RiverTown Construction—Review of this section cannot be completed with the information submitted. No documentation was included to substantiate the claims in the provided quote. Documentation must be provided to justify requested increases in labor/equipment/materials. This should include copies of invoices to verify material cost increases, documentation verifying labor/equipment increases, etc. We are not in agreement with the claim for Item 500— Performance Bond. I cannot tell where Item 600— Escalators Increases is coming from. Escalators should be applied to the contract item in question. Smock Fansler- Review of this section cannot be completed with the information submitted. No documentation was included to substantiate the claims in the provided quote. Documentation must be provided to justify requested increases in labor/equipment/materials.This should include copies of invoices to verify material cost increases, documentation verifying labor/equipment increases, etc. Gridlock— Review of this section revealed several questions that will need to be addressed. Item #219—Construction Sign, B indicates a significant quantity discrepancy that will need to be discussed. Item #221— Maintaining Traffic will require backup documentation to verify cost claimed for this item. Item # 226—Portable Changeable Message Boards—There are no CMS boards currently in use for which additional rental charges could be applied. Priority Way RAB MOT— Additional explanation is required to verify cost claimed for this item. Harmon Steel—Review of this section cannot be completed with the information submitted. No documentation was included to substantiate the claims in the provided quote. Documentation must be provided to justify requested increases in labor/equipment/materials. This should include copies of invoices to verify material cost increases, documentation verifying labor/equipment increases, etc. 3D Company- Review of this section cannot be completed with the information submitted. No documentation was included to substantiate the claims in the provided quote. Documentation must be provided to justify requested increases in labor/equipment/materials.This should include copies of invoices to verify material cost increases, documentation verifying labor/equipment increases, etc. James H Drew- Review of this portion of the proposal is ongoing. We will update our conclusions on this section when we have completed our review. It appears that JH Drew has provided substantial documentation regarding material invoices, but I do not see any documentation supporting the Labor increases requested. Gradex— Review of this section is complete. We have generated a list of questions that will be sent to Gradex for review. R-R will be cc'd on the email to Gradex. We will continue to provide updates as the review progresses. Tim Conarroe From:Tyler Joseph [mailto:tjoseph@rieth-riley.com] Sent: Monday, March 04, 2019 9:29 AM To: Conarroe,Tim <TConarroe@structurepoint.com> Cc: Ogg, Chris<cogg@carmel.in.gov>; Eric Holmes<eholmes@rieth-riley.com> Subject: 96th & Keystone; Escalation Proposal Status Tim, Could you provide a status update on the review of the escalation proposal by the end of the day? If you have questions regarding the proposal, please let me know. Rieth-Riley will proceed with construction activities once we receive an email acceptance of the escalation proposal. RR is proposing for any escalation related costs to be paid for under an existing lump sum item until a change order is received. Thanks, RIETHMILEY CoNsmucrwir Ca,Ixc. Tyler Joseph 17E1Vo `JrrE:ct3=t 31"534-E551 DT.Zlis4 iet ` + t tb r=_tr-r�: nr ` 711i v.rett- e.t.cor- ``` ✓ 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. Klass, Nicole From: Conarroe, Tim Sent: Thursday, March 28, 2019 10:01 AM To: Tyler Joseph; Ogg, Chris Cc: Eric Holmes; Mike Jaskela; Dubyel,Joe; Klass, Nicole Subject: RE: 96th and Keystone -- 2019 Escalation Claim Review Tyler, Based on our review of the documentation submitted for the 2019 Escalation Claim, we are in agreement with the Delta Increase for the pay items listed in your Summary of 2019 Escalation Cost. Based on the last revision, dated March 27, 2019, we are in agreement with using$1,300,000 as a 'place holder' number for the 2019 Escalation Change Order.The 2019 Escalation Change Order will be processed, but may not receive immediate formal approval by City of Carmel. In the interim, we can use the Estimate Adjustment feature in our tracking software to make monthly payments against the Lump Sum. Once the Change Order is approved, we will begin payment under the new Lump Sum item and 'zero out'the adjustment. As discussed, Rieth-Riley will create a spreadsheet to track payments against individual items and toward the Lump Sum escalation for 2019.This spreadsheet will be shareable between Rieth-Riley and American Structurepoint personnel for tracking and review purposes. Please let me know if you have additional questions regarding this process. Thank you. Tim Conarroe From:Tyler Joseph [mailto:tjoseph@rieth-riley.com] Sent:Wednesday, March 27, 2019 4:00 PM To:Conarroe,Tim<TConarroe@structurepoint.com>; Ogg, Chris<cogg@carmel.in.gov> Cc: Eric Holmes<eholmes@rieth-riley.com>; Mike Jaskela <mjaskela@rieth-riley.com>; Dubyel,Joe <JDubyel@structurepoint.com>; Klass, Nicole<nklass@structurepoint.com> Subject: RE:96th and Keystone--2019 Escalation Claim Review Tim, See below and attached. Let me know if you have any questions. RIETH-RILEY Coarsvcmnnl Co.,hirc. Tyler Joseph 17E1 ti; `.'rr zt St. :ra=-r_:0;:N 46221 - G 317 6 _EEF,1 EAT.214 iRen• - ;r41?:-.4 +/V08lh INaI1imt ii��r► tzie.nr r=tr-r= . rerr-r 1 RIETH-RILEY CONSTRUCTION CO.,INC. 1 SUMMARY OF 2019 ESCALATION COST Biditem Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta/Unit Equip Delta/Unit Trucking Delta/Unit Sub Delta/Unit SUM of Delta Increase 2019 Total Increase ` 1 CONSTRUCTION ENGINEERING LS 0.44 $ - $ - $ - $ - $ 8,986.28 $ 8,986.28 $ 8,986.28 - 2 MOBILIZATION AND DEMOBILIZATION LS 0.50 $ 11,678.12 $ - $ 10,508.02 _$ 364.66 $ 8,767.50 $ 31,318.30 $ 31,318.30 3 CLEARING RIGHT OF WAY LS 0.50 $ 384.72 $ - $ 278.65 $ 190.34 $ 10,531.34 $ 11,385.04 $ 11,385.04 4 TESTING FOR ASBESTOS EACH 0.00 $ - $ - $ - $ - $ - $ - $ - 5 PAVEMENT REMOVAL SYS 19159.85 $ - $ - $ - $ - $ 0.30 $ 0.30 $ 5,747.96 6 HOUSES AND BUILDINGS,REMOVE,PARCEL NO.10 LS 0 $ - $ - $ - $ - $ - $ - $ - 7 HOUSES AND BUILDINGS,REMOVE,PARCEL NO.11 LS 0 $ - $ - $ - $ - $ - $ - $ - 8 HOUSES AND BUILDINGS,REMOVE,PARCEL NO.12 LS 0 $ - $ - $ - $ - $ - $ - $ - 9 HOUSES AND BUILDINGS,REMOVE,PARCEL NO.33 L5 0 $ - $ - $ - $ - $ - $ - $ - 10 REGULATED ASBESTOS CONTAINING MATERIALS,REMOVE SFT 7940 $ - $ - $ - $ - $ - $ - $ - 11 REGULATED MATERIALS,DISPOSE,TYPE C CYS 400 $ - $ - $ - $ - $ - $ - $ - 12 REGULATED MATERIALS,REMOVE,TYPE C CYS 400 $ - $ - $ - $ - '.-$ - $ - $ - 13 REGULATED MATERIALS,TRANSPORT,TYPE C CYS 400 $ - $ - $ - $ - $ - $ - $14 UNDERGROUND STORAGE TANK,REMOVE AND DISPOSE,6,00 EACH 2 $ - $ - $ - $ - $ - $ - $ - 15 UNDERGROUND STORAGE TANK,REMOVE AND DISPOSE,OVER EACH 6 $ - $ • $ - $ - $ - $ - $ 16 TESTING FOR CONTAMINATED MATERIALS, EACH 8 $ - $ - $ - $ - $ - $ - $ 17 EXCAVATION,COMMON CYS 41190.03 $ - $ - $ • $ - $ 0.82 $ 0.82 $ 33,775.82 18 BORROW CYS 28475 $ - $ - $ - $ - $ 0.98 $ 0.98 $ 27,905.50 19 BREAKING PAVEMENT SYS 6490.22 $ - $ • $ - $ - $ - $ - $ - 20 TEMPORARY CHECK DAM,REVETMENT RIPRAP TON 175.43 $ - $ - $ - $ - $ 0.75 $ 0.75 $ 131.57 21 TEMPORARY INLET PROTECTION EACH 256 $ - _$ • $ - $ - $ - $ - $ - 22 TEMPORARY MULCH TON 14.3 $ - $ $ - $ - $ - $ - $ - 23 TEMPORARY SILT FENCE LFT 2413�$ • $ • $ - $ - $ - $ - $ - 24 NO.2 STONE TON 400 $ - $ - $ - $ - $ 0.40 $ 0.40 $ 160.00 25 TEMPORARY FILTER STONE TON 18 $ - $ - $ - $ - $ 1.54 $ 1.54 $ 27.72 26 EXCAVATION,FOUNDATION,UNCLASSIFIED CYS 615 $ 0.09 $ - $ 0.11 $ 1.01 $ - $ 1.21 $ 744.15 27 TEMPORARY SHEET PILING SFT 1586 $ 0.15 $ - $ 0.10 $ - $ - $ 0.26 $ 412.36 28 SUBGRADE TREATMENT,TYPE II SYS 1740.35 $ - $ - $ - $ - $ 0.59 $ 0.59 $ 1,026.81 29 SUBGRADE TREATMENT,TYPE III _SYS 10092 $ - $ - $ - $ - $ 0.09 $ 0.09 $ 908.28 _ 30 SUBGRADE TREATMENT,TYPE IC SYS 81095.92 $ - $ - $ - $ - $ 0.22 $ 0.22 $ 17,841.10 31 8 BORROW _CYS 12697 $ - $ - $ - $ - $ 0.65 $ 0.65 $ 8,253.05 _ 32 B BORROW,UNDISTRIBUTED CYS 9154.31 $ - $ • $ - $ - $ 0.59 $ 0.59 $ 5,401.04 l 33 STRUCTURE BACKFILL,TYPE 1 CYS 6668.61 $ - $ • $ - $ - $ 0.45 $ 0.45 $ 3,000.87 34 STRUCTURE BACKFILL,TYPE 3 CYS 25151 $ - $ - $ - $ - $ 0.66 $ 0.66 $ 16,599.66 35 STRUCTURE BACKFILL,TYPE 5 CYS 3058.99 5 - $ - $ - $ - $ - S $ - 36 FLOWABLE BACKFILL,NON-REMOVABLE CYS 146 $ - $ - $ - $ - $ - $ - $ - 37 COMPACTED AGGREGATE NO.53 BASE TON 5543.85 $ - $ - $ - $ • $ 0.37 $ 0.37 $ 2,051.22 38 SUBBASE FOR PCCP CYS 490 $ 0.27 $ - $ 0.21 $ - $ - $ 0.49 $ 240.10 39 DENSE GRADED SUBBASE CYS 95 $ 0.37 $ - $ 0.19 $ - $ - $ 0.56 $ 53.20 40 COMPACTED AGGREGATE NO.53 TEMPORARY FOR DRIVEWAYS TON 3 $ - $ - $ - $ - 5 0.60 $ 0.60 $ 1.80 41 MILLING,ASPHALT,1 1/2 IN. SYS 6908 $ 0.02 $ - $ 0.01 $ 0.04 $ - $ 0.06 $ 414.48 42 PROFILOGRAPH,HMA LS 1 $ 29.10 $ - $ 12.16 $ - $ - $ 41.26 $ 41.26 43 HMA,4,76,SURFACE,9.5 mm TON 2195 $ 0.23 $ 12.05 $ 0.28 $ 0.39 $ $ 12.96 $ 28,447.20 44 HMA,4,76,INTERMEDIATE,19.0 mm TON 10367 $ 0.17 $ 9.24 $ 0.20 $ 0.34 $ - $ 9.95 $ 103,151.65 45 HMA,4,64,BASE,25.0 mm TON 14460 $ 0.12 $ 8.12 $ 0.15 $ 0.31 $ - $ 8.69 $ 125,653.23 46 HMA,5,76,INTERMEDIATE,OG 19.0 mm TON 12540 $ 0.14 $ 6.90 $ 0.17 $ 0.32 $ - $ 7.54 $ 94,549.72 47 HMA,4,64,BASE,19.0 mm TON 17194 $ 0.13 $ 9.24 $ 0.16 $ 0.33 $ - $ 9.86 $ 169,534.61 48 JOINT ADHESIVE,SURFACE LFT 23352 $ 0.00 $ - $ 0.00 $ - $ - $ - $ . RIETH-RILEY CONSTRUCTION CO.,INC. 2 SUMMARY OF 2019 ESCALATION COST Bidltem Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta/Unit Equip Delta/Unit Trucking Delta/Unit Sub Delta/Unit SUM of Delta Increase 2019 Total Increase 49 JOINT ADHESIVE,INTERMEDIATE LFT 23352 $ 0.00 $ - $ 0.00 $ - $ - $ 50 LIQUID ASPHALT SEALANT LFT 23352 $ 0.00 $ - $ 0.00 $ - $ - $ - $ - 51 HMA FOR TEMPORARY PAVEMENT,D TON 219 $ 0.46 $ 9.24 $ 0.40 $ 0.88 $ - $ 10.97 $ 2,406.82 52 ASPHALT FOR TACK COAT TON 46 $ - $ - $ - $ - $ - $ - $ - 53 BASE SEAL TON 50 $ - $ - _$ - $ - $ - $ - $ - 54 PROFILOGRAPH PCCP LS 1 $ 116.38�$ - $ 48.65 $ - $ - $ 165.03 $ 165.03 55 PCCP,9.5 IN. SYS 1983 $ 0.22 $ 1.94 $ 0.07 $ - _S - $ 2.23 $ 4,422.09 56 PCCP,4IN.,DECORATIVE,SLATE GREEN,COBBLESTONE SYS 1626 $ 0.88 $ 1.38 $ 0.10 $ - S - $ 2.36 $ 3,837.36 57 PCCP,7 IN.,DECORATIVE,SLATE GREEN,COBBLESTONE SYS 760 $ 1.52 $ 2.55 $ 0.18 $ - $ - $ 4.25 $ 3,230.00 58 RETROFITTED TIE BARS EACH 758 $ 0.10 $ - $ 0.14 $ - $ - _ $ 0.24 $ 181.92 59 D-1 CONTRACTION JOINT LET 14880 $ 0.10 $ 1.32 $ 0.05 $ - $ - $ 1.47 $ 21,873.60 + 60 TERMINAL JOINT LET 24 $ 1.87 $ 12.64 $ 0.19 $ 0.68 $ 0.31 $ 15.70 $ 376.80 61 TERMINAL JOINT,MODIFIED 4'WIDE LIT 0 $ - $ - $ - $ - $ • $ $ - 62 GUARDRAIL,W-BEAM,1 FT 6.75 IN.SPACING LFT 32 $ - $ - $ - $ - $ 13.05 $ 13.05 $ 417.60 63 GUARDRAIL,TRANSITION,TYPE TGB EACH 10 $ - $ - $ - $ - $ 229.83 $ 229.83 $ 2,298.30 64 CURVED TERMINAL END _EACH 4 $ - $ - $ - $ - $ 0.48 $ 0.48 $ 1.92 65 IMPACT ATTENUATOR,CR1-W1,TL-2 EACH 1 $ - $ - $ - $ - $ 1,032.64 $ 1,032.64 $ 1,032.64 66 IMPACT ATTENUATOR,CR1-W I,TL-3 EACH 5 $ - $ - $ - $ - $ 1,026.10 $ 1,026.10 $ 5,130.50 67 GUARDRAIL,TIMBER,TREATED LFT 390 $ - $ - $ - $ - $ - $ - $ - _ 68 GUARDRAIL,TIMBER,TREATED,APPROACH EACH 4 $ - $ - $ - $ - $ - $ - $_ 69 GUARDRAIL,END TREATMENT,OS EACH 8 $ - 5 - $ - $ - $ 246.74 $ 246.74 $ 1,973.92 70 GUARDRAIL,W-BEAM,6 FT 3 IN.SPACING LFT 2283 $ - $ - $ - $ - $ 3.66 $ 3.66 $ 8,355.78 71 CONCRETE BARRIER,45",MODIFIED LFT 3977 $ - $ - $ - $ - $ 4.63 $ 4.63 $ 18,413.51 72 BARRIER,DELINEATOR EACH 438 $ - $ - $ - $ - $ 0.18 $ 0.18 $ 78.84 73 CONCRETE BARRIER,MODIFIED SECTION CYS 286 $ 7.81 $ 7.71 $ 0.49 $ - $ - $ 16.01 $ 4,578.86 74 FENCE,CHAIN LINK,48 IN. LFT 425 $ - $ - $ - $ - $ 0.11 $ 0.11 $ 46.75 75 HMA FOR SIDEWALK TON 1278 $ 0.33 $ 9.24 $ 0.63 $ 0.44 $ - $ 10.63 $ 13,584.40 76 SIDEWALK,CONCRETE SYS 815 $ 0.64 $ 1.22 $ 0.08 $ - S - $ 1.94 $ 1,580.13 77 CONCRETE SIDEWALK,DECORATIVE,SLATE GREEN,HEX TI SYS 419 $ 1.07 $ 0.87 $ 0.13 $ - $ - $ 2.07 $ 867.33 78 CURB RAMP,CONCRETE(ALL TYPES) SYS l 850 $ 3.30 $ 1.67 $ 0.74 $ - $ - $ 5.71 $ 4,855.21 79 DETECTABLE WARNING SURFACES SYS 108 $ 3.16 $ - _$ 2.16 $ - $ - $ 5.32 $ 576.48 80 HAND RAIL,PEDESTRIAN LFT 634 $ - $ - $ - $ - $ 2.51 $ 2.51 $ 1,591.34 81 CURB,CONCRETE B LFT - 859 $ 0.17 $ 0.25 $ 0.08 $ - $ 5 0.50 $ 429.50 82 CURB,CONCRETE,MODIFIED LFT 1300 $ 0.23 $ 0.32 $ 0.10 $ - $ - $ 0.65 $ 845.00 83 CURB AND GUTTER,C,CONCRETE,MODIFIED LFT 9021 $ 0.18 $ 0.49 $ 0.07 $ • $ - $ 0.74 $ 6,675.85 l 84 CENTER CURB,C CONCRETE SYS 211 $ 1.58 $ 3.22 $ 0.19 $ - $ - $ 4.99 $ 1,052.89 85 CURB AND GUTTER,TURNOUT COMBINED LFT 89 $ 3.34 $ 0.47 $ 0.75 $ - $ - $ 4.56 $ 405.84 86 CURB AND GUTTER,COMBINED,TYPE II LFT 49 $ 1.10 $ 1.28 $ 0.13 $ - $ - $ 2.52 $ 123.48 87 CURB AND GUTTER,ROLL CURB LFT 1076 $ 0.36 $ 0.53 $ 0.15 $ - $ - $ 1.04 $ 1,119.04 88 MILLED PCCP CORRUGATIONS LFT 200 $ 0.12 $ - $ 0.10 $ - $ • $ 0.22 $ 44.00 89 REINFORCED CONCRETE BRIDGE APPROACH,12 IN. SYS 559 $ 1.03 $ 2.58 $ 0.31-$ - $ - $ 3.92 $ 2,191.28 90 HMA FOR APPROACHES,TYPE B TON 642 $ 0.80 $ 9.00 $ 0.98 $ 1.38 $ - $ 12.16 $ 7,812.68 91 PCCP FOR APPROACHES,6 IN. SYS 187 $ 1.03 $ 1.31 $ 0.12 $ - _ $ - $ 2.46 $ 460.02 92 PCCP FOR APPROACHES,9 IN. SYS 1087 $ 1.04 $ 1.93 $ 0.12 $ - $ - $ 3.09 $ 3,359.91 93 MAILBOX ASSEMBLY,SINGLE EACH 10 $ - $ - $ - $ - $ 1.93 $ 1.93 $ 19.30 94 MAILBOX ASSEMBLY,DOUBLE EACH 1 $ - $ - $ - $ - $ 1.92 $ 1.92 $ 1.92 95 MONUMENT,B EACH 76 $ - $ - $ - $ - 5 16.14 $ 16.14 $ 1,226.64 96 MONUMENT,C EACH 3_$ - $ - _ $ - $ - $ 4.08 $ 4.08 $ 12.24 RIETH-RILEY CONSTRUCTION CO.,INC. 3 SUMMARY OF 2019 ESCALATION COST Bldltem Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta/Unit Equip Delta/Unit Trucking Delta/Unit Sub Delta/Unit SUM of Delta Increase 2019 Total Increaaa 97 MONUMENT,D EACH 4 $ - $ - $ - $ - 5 1.02 $ 1.02 $ 4.08 98 MONUMENT,SECTION CORNER EACH 1 $ - $ - $ - $ - $ 6.12 $ 6.12 $ 6.12 99 GEOTEXTILES SYS 4005 $ • $ - $ - $ $ 0.08 $ 0.08 $ 320.38 100 RIPRAP,REVETMENT TON 1906 $ - $ - $ - $ - $ 0.49 $ 0.49 $ 934.12 101 DITCH DETENTION CHECK EACH 0 $ - $ - $ - $ - $ - $ - $ - 102 MOBILIZATION AND DEMOBILIZATION FOR SEEDING EACH S $ - S - $ - $ _ - $ - $ - $ - 103 EROSION CONTROL BLANKET SYS 2570 $ - $ _$ - $ _ - $ - $ - $ - 104 FERTILIZER TON 2 $ - $ $ - $ - $ - $ - $ - 105 SEED MIXTURE U LBS 864 $ - $ - $ - $ - $ - $ - $ - 106 SEED MIXTURE T LBS 1296 $ - $ $ - $ - $ - $ - $ - 107 MULCHING MATERIAL TON 9 $ - $ - $ - ` $ - $ - $ - $ - 108 WATER KGAL 24 $ - $ - $ - _$ - $ - $ - $ - 109 TOPSOIL CYS 3095 $ - $ - $ - $ - $ 0.34 $ 0.34 $ 1,052.30 110 SODDING,NURSERY SYS 6606 $ - $ - $ - 5 - $ - $ - $ - 111 DETENTION POND(UNDERGROUND) SYS 1330 $ - $ • $ - _$ - $ 20.17 $ 20.17 $ 26,826.10 112 FIELD OFFICE,B MOS 0 $ - $ - $ - $ - $ - $ - $ - 113 DYNAMIC PILE LOAD TEST EACH 2 $ 54.68 $ - $ 8.11 $ - $ - $ 62.78 $ 125.56 114 TEST PILE,DYNAMIC,PRODUCTION LFT 119 $ - $ - $ - $ - $ - $ - $ - 115 TEST PILE,DYNAMIC,RESTRIKE _EACH 2 $ 35.89 $ - $ 11.13 $ - $ - $ 47.02 $ 94.04 116 PILE SHOE,HP 12 X 53 EACH 92 $ - $ - $ - $ - $ - $ - $ - 117 PILE,STEEL H HP 12 X 53 LFT 1994 $ 0.44 $ - $ 0.14 $ - 5 - S 0.58 $ 1,156.52 118 CONCRETE,A,SUBSTRUCTURE _CYS 267 $ 11.86 $ 7.47 $ 1.49 $ 0.72 $ - $ 21.53 $ 5,748.51 119 CONCRETE,B,FOOTINGS CYS 104 $ 5.11 $ 7.61 $ 0.85 $ - $ - $ 13.57 $ 1,411.28 120 CONCRETE,C,SUBSTRUCTURE CYS 80 $ 10.27 $ 7.53 $ 4.17 $ - $ - _$ 21.97 $ 1,757.60 121 REINFORCING BARS LBS 60816 $ 0.00 $ 0.14 $ 0.00 $ - $ 0.01 $ 0.14 $ 8,514.24 122 REINFORCING BARS,EPDXY COATED LBS 622126 $ 0.00 $ 0.13 $ 0.00 $ - $ 0.01 $ 0.14 $ 87,097.64 123 THREADED TIE BAR ASSEMBLY,EPDXY COATED _EACH 125 $ 0.21 $ 2.00 $ - $ - $ - $ 2.21 $ 276.25 124 CONCRETE,C,SUPERSTRUCTURE CYS 837 $ 6.27 $ 7.95 $ 1.62 $ - $ 15.34 $ 31.17 $ 26,089.29 125 REINFORCED CONCRETE MOMENT SLAB,12 IN. SYS 4953 $ 0.38 $ 8.96 $ 0.15 $ - $ 0.25 $ 9.74 $ 48,243.88 126 RAILING,CONCRETE FT LFT ` 525 $ - $ - $ - $ - $ 4.63 $ 4.63 $ 2,430.75 127 RAILING,CONCRETE FT,MODIFIED LIT 6239 $ 1.24 $ 0.90 $ 0.10 $ - $ - $ 2.24 $ 13,975.36 128 CONCRETE BRIDGE RAILING TRANSITION,TFT EACH 10 $ 56.27 $ 18.90 $ 7.85 $ - $ - $ 83.01 $ 830.10 129 STRUCTURAL MEMBER,CONCRETE,BULB-T BEAM,48 IN.X LFT 2867 $ 0.21 $ - $ 0.03 $ - $ - $ 0.24 $ 688.08 130 MASONRY COATING,KEYSTONE PARKWAY CORRIDOR SET 0 $ - $ - $ - $ - $ - $ - $ - 131 ANTI-GRAFFITI COAT%th.St.en Keystone LS 1 $ - $ - $ - $ - $ - $ - $ - 132 ANTI-GRAFFITI COAT,KEYSTONE PARKWAY CORRIDOR LS 0 $ - $ - _$ - $ - $ - $ - $ - 133 SURFACE SEAL 96th.fp Keystone Parkway LS 1 $ - $ - $ - $ - $ - $ - $ - 134 SURFACE SEAL,BRIDGE NO.601 LS 1 $ - $ - $ - l $ - $ - $ - $ - 135 STRUCTURAL STEEL LBS ' 8652 $ - $ - $ - $ - $ - $ - $ - 136 TEMPORARY PIPE LFT 150 $ - $ - $ - $ - $ - $ - $ - 137 STRUCTURE,REINFORCED CONCRETE,BOX SECTIONS,8 FT LET 0 $ - $ - $ - _$ - $ - $ - $ - 138 STRUCTURE,REINFORCED CONCRETE,BOX SECTIONS,7 FT LFT 0 $ - $ - $ - $ - $ - $ - $ 139 VAULT,REINFORCED BOX JUNCTION EACH 0 $ - $ - $ - $ - $ - _$ - $ - 140 PIPE,TYPE 2,CIRCULAR,36 IN. LFT 127 $ - $ - $ - $ - $ 3.95 $ 3.95 $ 501.65 141 PIPE,TYPE 4,CIRCULAR,6 IN. LFT 14184 $ - $ - $ - $ - $ 0.22 $ 0.22 $ 3,120.48 142 PIPE,UNDERDRAIN,OUTLET 6 IN. LFT 53 $ - $ - $ - $ - $ 1.03 $ 1.03 $ 54.08 143 PIPE,TYPE 1,CIRCULAR,12 IN. LFT 107 $ - $ - $ - $ - $ 1.72 $ 1.72 $ 184.04 144 PIPE,TYPE 2,CIRCULAR,12 IN. LFT - 2177 $ - $ - $ - $ - $ 2.03 $ 2.03 $ 4,419.51 RIETH-RILEY CONSTRUCTION CO.,INC. 4 SUMMARY OF 2019 ESCALATION COST Bidltem Bid Description Units 2019 Remaining CITY Labor Delta/Unit Material Delta/Unit Equip Delta/Unit Trucking Delta/Unit Sub Delta/Unit SUM of Delta Increase -2019 Total In 145 PIPE,TYPE 2,CIRCULAR,151N. LFT 2195 $ - $ - $ - $ - $ 2.19 $ 2.19 $ 4,805.96 146 PIPE,TYPE 2,CIRCULAR,18 IN. LFT 2448 $ - $ - $ - $ - $ 2.39 $ 2.39 $ 5,850.72 147 PIPE,TYPE 2,CIRCULAR,24 IN. LFT 1235 $ - $ - $ - $ $ 2.82 $ 2.82 $ 3,482.70 148 PIPE,TYPE 2,CIRCULAR,30 IN. LET 800 5 - $ - $ - $ - $ 3.37 $ 3.37 $ 2,696.00 149 PIPE,TYPE 2,CIRCULAR,42 IN. LET 274 $ - $ - $ - $ - $ 5.03 $ 5.03 $ 1,378.22 150 PIPE,TYPE 2,CIRCULAR,48 IN. LET 64 $ - $ - $ - $ $ 5.02 $ 5.02 $ 320.03 151 PIPE,TYPE 5,CIRCULAR,12 IN. LFT 1 $ - $ - $ - $ $ 1.53 5 1.53 $ 1.53 152 PIPE,TYPE 1,DEFORMED,MIN AREA,8.9 SET LET 76 $ - $ - $ - $ _ - $ 1.88 $ 1.88 $ 142.88 153 PIPE,SLOTTED DRAIN,12 IN. LFT 605 $ - $ - $ - $ - $ 11.58 $ 11.58 $ 7,005.90 154 CONCRETE ANCHOR,42 IN. EACH 1 $ - $ - $ - $ - $ 16.00 $ 16.00 $ 16.00 155 PIPE END SECTION,MIN AREA 8.8 SET EACH 0 $ - $ - $ - $ - $ - $ - $ - 156 HMA FOR STRUCTURE INSTALLATION,TYPED TON 350 $ - 5 9.24 $ - $ - $ 0.70 $ 9.94 $ 3,479.00 157 VIDEO INSPECTION FOR PIPE LFT 13622 S - $ - $ - $ - $ 0.03 $ 0.03 $ 408.66 158 PIPE END SECTION,DIAMETER 12 IN. EACH 12 $ - $ - $ - $ - $ 83.37 $ 83.37 $ 1,000.44 159 PIPE END SECTION,DIAMETER 15 IN. EACH 3 $ - $ - $ - $ - $ 87.09 $ 87.09 $ 261.27 160 PIPE END SECTION,DIAMETER 18 IN. EACH- 3 $ $ - $ - $ - $ 90.41 $ 90.41 $ 271.23 161 PIPE END SECTION,DIAMETER 36 IN. EACH 1 $ • $ - _$ - $ - $ 164.68 $ 164.68 $ 164.68 162 PIPE INSTALLATION,TRENCHLESS,12 IN. _LFT 73 $ - $ - $ - $ - $ - $ - $ - 163 OUTLET PROTECTOR,3 EACH 4 $ - $ - $ - $ - $ - $ - $ - 164 VIDEO INSPECTION FOR UNDERDRAINS LFT 3000 $ - $ - $ - $ - $ 0.04 $ 0.04 $ 120.00 165 AGGREGATE FOR UNDERDRAINS CYS 2748 $ - $ - $ - $ - $ 0.50 $ 0.50 $ 1,373.93 166 GEOTE)LTILES FOR UNDERDRAIN SYS 6329 $ - $ - $ - _ $ - $ 0.05 $ 0.05 $ 316.47 167 MANHOLE,C15 EACH_ 10 $ - $ - $ - $ - $ 280.35 $ 280.35 $ 2,803.50 _ 168 INLET,GRATED,MODIFIED(STR 129) EACH 1 $ - $ - $ - $ - $ 312.38 $ 312.38 $ 312.38 169 INLET,TYPE HA WITH SLOTTED DRAIN. EACH 6 $ - $ - $ - $ - $ 269.35 $ 269.35 $ 1,616.10 170 BEST MANAGEMENT PRACTICES(WATER QUALITY) EACH 1 $ - $ - $ - _$ - $ 4,169.49 $ 4,169.49 $ 4,169.49 171 SLOTTED DRAIN PIPE CLEANOUT PORT TYPE II EACH 3 $ - $ - $ - _ $ - $ 18.09 $ 18.09 $ 54.27 172 MANHOLE,CS EACH 8 $ - $ - $ - $ - $ 261.47 $ 261.47 $ 2,091.76 173 MANHOLE,KS MODIFIED EACH 5 $ - 5 - $ - $ - $ 387.70 $ 387.70 $ 1,744.65 174 MANHOLE,CS WITH SLOTTED DRAIN EACH 4 $ - 5 - $ - $ - $ 171.22 $ 171.22 $ 684.88 175 MANHOLE,L7 EACH 1 $ - $ - $ - _$ - $ 318.53 $ 318.53 $ 318.53 176 INLET,E7 EACH 6 $ - $ - $ - $ - $ 94.10 $ 94.10 $ 564.60 177 INLET,F7 EACH 2 $ - $ - $ - $ - $ 96.84 $ 96.84 $ 193.68 178 INLET,HAS EACH 25 $ - $ - $ - $ - $ 245.60 $ 245.60 $ 6,140.00 179 INLET,110 EACH 3 $ - $ - $ - _$ - $ 146.48 $ 146.48 $ 439.44 180 INLET,M10 EACH 1 $ - $ - $ - _$ - $ 130.80 $ 130.80 $ 130.80 181 INLET,R13 EACH 3 $ - $ - $ - _$ - $ 58.48 $ 58.48 $ 175.44 182 CATCH BASIN,E7 EACH 4 $ - $ - $ - $ - $ 262.34 $ 262.34 $ 1,049.36 183 CATCH BASIN,K10 EACH 1 $ - $ - $ - $ - $ 318.87 $ 318.87 $ 318.87 184 MANHOLE,C4 _EACH 39 $ - $ - $ - $ - $ 113.34 $ 113.34 $ 4,420.26 _ 185 CATCH BASIN,F7 EACH 1 $ - $ - $ - $ - $ 255.87 $ 255.87 $ 255.87 186 MANHOLE,L4 EACH 0 $ - $ - $ - $ - $ 134.00 $ - $ - 187 MANHOLE,C7 `_EACH 5 $ - $ - $ - _ $ - $ 109.65 $ 109.65 $ 548.25 188 MANHOLE,K4 EACH 3 $ - $ - $ - $ - $ 237.88 $ 237.88 $ 713.64 189 CATCH BASIN,R13,MODIFIED EACH 1 $ - $ - _$ - $ - $ 222.75 S 222.75 $ 222.75 190 MANHOLE,M4 EACH 0 $ - $ - $ - $ - $ 134.00 $ - $ - 191 MANHOLE,14 EACH 9 $ - $ - $ - $ - 5 185.32 $ 185.32 $ 1,667.88 192 INLET,B15 EACH 7 $ - $ - _$ - $ - $ 268.32 $ 268.32 $ 1,878.24 RIETH-RILEY CONSTRUCTION CO.,INC. 5 SUMMARY OF 2019 ESCALATION COST Bidltem Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta/Unit Equip Delta/Unit_Trucking Delta/Unit Sub Delta/Unit SUM of Delta Increase 2019 Total Increase 193 INLET,C15 EACH 5 $ - $ - $ - $ - $ 271.70 $ 271.70 $ 1,358.50 194 CATCH BASIN,B15 EACH 23 $ - $ - $ - _ $ - $ 443.04 $ 443.04 $ 10,189.92 195 CATCH BASIN,C15 EACH 7 $ - $ - 5 - $ - $ 448.48 $ 448.48 $ 3,139.36 196 FORMLINER,FACE PANELS SFT 0 $ - $ - $ - $ - $ - $ - $ - 197 FORMLINER,RAILING,CONCRETE FT,MODIFIED LFT 5713 $ - $ - $ - $ - $ - $ - $ - 198 FORMLINER,SPECIALTY,CITY SEAL EACH 2 $ 26.63 $ - $ 2.92 $ - $ - $ 29.55 $ 59.10 199 FACE PANELS,CONCRETE,MODIFIED SFT 15344 $ - $ - $ - $ - $ - $ - $ - 200 WALL ERECTION SIT 45989 $ 0.15 $ - _$ 0.06 $ - $ - $ 0.21 $ 9,657.69 201 LEVELING PAD,CONCRETE LFT 4171 $ 0.69 $ 0.15-$ 0.35 $ - $ - $ 1.19 $ 4,963.49 202 MSE WALL FACE PANELS,MOCK UP EACH 1 5 - $ - $ - $ - $ - $ - $ - _ 203 CONCRETE FT RAILING,MOCK UP EACH 1 $ 82.08 $ - $ 6.03 $ - $ - $ 88.11 $ 88.11 l 204 DECORATIVE CONCRETE FLATWORK,MOCK UP EACH 1 $ 71.47 $ - $ 7.72 $ - $ - $ 79.19 $ 79.19 205 AGGREGATE FOR DRAINAGE FILL CYS 59 $ - $ - $ - $ - $ - $ - $ - 206 MODULAR BLOCK WALL SIT 717 $ - $ - $ - $ - $ - $ - $ - 207 MODULAR BLOCK WALL ERECTION SFT 2991 $ 0.31 $ - 5 0.09 $ - $ - $ 0.40 $ 1,196.30 208 MODULAR BLOCK WALL WITH GROUND REINFORCEMENT SFT 2274 $ $ - $ - $ - $ - $ - $ - 209 CONSTRUCTION SIGN,C EACH 14 $ - $ - $ - $ - $ - $ - $ - 210 ROAD CLOSURE SIGN ASSEMBLY EACH 8 $ - $ - $ - $ - $ - $ - $ - 211 TEMPORARY PANEL SIGNS SFT 0 $ - $ $ - $ - $ - $ - $ - 212 TEMPORARY PANEL SIGN SUPPORTS LFT 0 $ - $ • $ - $ - 5 - $ - $ - 213 TEMPORARY PAVEMENT MARKING,REMOVABLE,4 IN. LFT 87472 $ - $ - $ - $ - $ - $ - $ - 214 TEMPORARY PAVEMENT MARKING,REMOVABLE,SIN. LFT 8670 $ - $ - $ - $ - $ - $ - $ - 215 TEMPORARY PAVEMENT MESSAGE MARKING,REMOVABLE,LAN EACH 16 $ - $ - $ - $ - $ - $ - $ - 216 TEMPORARY TRANSVERSE PAVEMENT MARKING,24 IN. LIT 324 $ - 5 - $ - $ - $ - $ - $ - 217 DETOUR ROUTE MARKER ASSEMBLY EACH 53 $ - $ - $ - $ - $ - $ - $ - 218 CONSTRUCTION SIGN,A EACH_ 65 $ - $ - $ - $ - $ - $ - $ - _ 219 CONSTRUCTION SIGN,B EACH 29 $ - $ - $ - $ - $ - $ - $ - 220 FLASHING ARROW SIGN DAY 1006 $ - $ - $ - $ - $ - $ - $ 221 MAINTAINING TRAFFIC LS 1 $ 5,268.74 $ - $ 495.12 $ - _ _ $ 46,326.08 $ 52,089.94 $ 52,089.94 222 ENERGY ABSORBING TERMINAL,CZ,TL-2 EACH 0 $ - _ $ - $ - $ - $ - $ - $ - 223 BARRICADE,Ill-A LFT 160 $ - $ - $ - $ - $ - $ - $ - 224 BARRICADE,Ill-B LFT 0 $ - $ - $ - $ - $ - $ - $ - 225 TEMPORARY TRAFFIC BARRIER,TYPE 1 LFT 20 $ 0.10 $ - $ 0.08 $ 0.76 $ - $ 0.93 $ 18.60 226 PORTABLE CHANGEABLE MESSAGE SIGN EACH 4 $ - $ - $ - $ - $ - $ - $ - 227 TEMPORARY TRAFFIC SIGNAL LS 1 $ - $ - $ - $ - $ 414.00 $ 414.00 $ 414.00 228 OVERHEAD SIGN STRUCTURE,ORNAMENTAL SPAN EACH 2 $ - 5 - $ - $ - $ 61.20 $ 61.20 $ 122.40 229 OVERHEAD SIGN STRUCTURE,ORNAMENTAL CANTILEVER EACH 1 $ - $ - $ - $ - $ 40.80 $ 40.80 $ 40.80 230 SIGN POST,SQUARE TYPE 1 REINFORCED ANCHOR BASE LIT 1027 $ - $ - _$ - $ - $ 0.14 $ 0.14 $ 143.78 231 SIGN POST,SQUARE TYPE 2 REINFORCED ANCHOR BASE LFT 173 $ - $ - $ - $ - $ 0.14 $ 0.14 $ 24.22 232 SIGN,PANEL,WITH LEGEND SIT 2532 $ - $ - _ $ - $ - $ 0.03 $ 0.03 $ 75.96 233 SIGN,SHEET,AND SUPPORTS,REMOVE EACH 14 $ - $ • $ - $ - $ 0.60 $ 0.60 $ 8.40 234 WIDE FLANGE SIGN POST SUPPORT FOUNDATION,VIII _EACH 4 $ - $ $ - $ - $ 5.10 $ 5.10 $ 20.40 235 OVERHEAD SIGN STRUCTURE,BOX TRUSS,TYPE A _EACH 2 $ - $ $ - $ - $ 40.80 $ 40.80 $ 81.60 236 BOX TRUSS SIGN STRUCTURE FOUNDATION,45 IN.CONCRE EACH 2 $ - $ - _ $ - $ - $ 61.20 $ 61.20 $ 122.40 237 BOX TRUSS SIGN STRUCTURE FOUNDATION,36 IN.MEDIAN EACH 1 $ - _$ - $ - $ - $ 81.60 $ 81.60 $ 81.60 238 OVERHEAD SIGN STRUCTURE,CANTILEVER,TYPE F EACH 2 $ - $ - $ - $ - $ 20.40 $ 20.40 $ 40.80 239 CANTILEVER SIGN SUPPORT FOUNDATION,DRILLED SHAFT EACH 1 $ - $ - $ - $ - $ 40.80 $ 40.80 $ 40.80 - _ 240 SIGN,SHEET,WITH LEGEND,0.080 IN. SFT 529 $ - $ - _ $ - $ - $ 0.17 $ 0.17 $ 89.93 RIETH-RILEY CONSTRUCTION CO.,INC. 6 SUMMARY OF 2019 ESCALATION COST Bid Item Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta!Unit Equip Delta/Unit_Trucking Deka/Unit Sub Delta/Unit SUM of Delta Increase 2019 Total Increase 241 SIGN,SHEET,WITH LEGEND,0.100 IN. SIT 393 $ - ` _ $ - $ - $ - $ 0.17 $ 0.17 $ 66.81 242 SIGN,DOUBLE-FACED,SHEET,WITH LEGEND,0.125 IN. SIT 48 $ - $ - $ - $ - $ 0.17 $ 0.17 $ 8.16 243 SIGN,SHEET,WITH LEGEND,0.125 IN. SFT 30 $ - $ - $ - $ - $ 0.17 $ 0.17 $ 5.10 244 SIGN POST EACH 12 $ - $ - $ - $ - $ 10.35 $ 10.35 $ 124.20 245 SIGN FOUNDATION,ORNAMENTAL CANTILEVER EACH 1 $ - $ - $ - $ - $ 40.80 $ 40.80 $ 40.80 246 SIGN FOUNDATION,ORNAMENTAL SPAN 22 FT EACH 1 $ - $ - $ - $ - $ 55.50 5 55.50 $ 55.50 247 SIGN FOUNDATION,ORNAMENTAL SPAN 24 FT EACH 1 $ - $ - $ - $ - $ 55.50 $ 55.50 $ 55.50 248 OVERHEAD SIGN STRUCTURE,BOX TRUSS,REMOVE EACH 2 $ - $ - $ - $ - $ 27.60 5 27.60 $ 55.20 249 OVERHEAD SIGN STRUCTURE,CABLE SPAN,REMOVE EACH 1 $ - $ - $ - $ - $ 20.70 $ 20.70 $ 20.70 250 STRUCTURAL STEEL,BREAKAWAY LBS 762 $ - $ - $ - $ - $ 0.02 5 0.02 $ 15.24 251 OVERHEAD SIGN STRUCTURE,MONO.TUBE EACH 2 $ - $ - $ - $ - $ 2,352.40 $ 2,352.40 $ 4,704.80 252 SIGN MODIFICATION OVERHEAD EACH 1 $ - $ - $ - $ - $ 10.20 $ 10.20 $ 10.20 253 SIGN GROUND MOUNTED RESET EACH 2 $ - $ - $ - $ - $ 1.50 $ 1.50 $ 3.00 254 STREET NAME SIGN,BRIDGE MOUNTED,DECORATIVE EACH 2 $ 26.13 $ - $ - $ - $ - $ 26.13 $ 52.26 255 TRAFFIC SIGNAL EQUIPMENT,REMOVE EACH 2 $ - $ - $ - $ - $ 27.60 $ 27.60 $ 55.20 256 CONTROLLER CABINET FOUNDATION,P1 MODIFIED EACH 5 $ - $ - $ - $ - $ 13.80 $ 13.80 $ 69.00 257 HANDHOLE SIGNAL TYPE 1 EACH 4 $ - $ - $ - $ - $ 4.65 $ 4.65 5 18.60 258 CONTROLLER CABINET,P1,MODIFIED EACH 5 $ - $ - $ - $ - $ 13.80 $ 13.80 $ 69.00 259 CONDUIT,PVC,4 IN. LFT 237 $ - $ - $ - $ - $ 0.14 $ 0.14 $ 33.18 260 CONDUIT,PVC,4IN.INTERDUCT LFT 265 $ - $ - $ - $ - $ 0.14 $ 0.14 $ 37.10 261 WIRE,NO.4 COPPER,IN CONDUIT,BRIDGE 1/C LFT 19800 $ - $ - $ - $ - $ 0.02 $ 0.02 $ 396.00 262 HANDHOLE LIGHTING EACH 31 $ - $ - $ - 5 - 5 4.05 $ 4.05 $ 125.55 263 LIGHT STANDARD FOUNDATION 3 FT DIAMETER X 8 FT EACH 56 $ - 5 - $ - $ - $ 4.65 $ 4.65 $ 260.40 264 SERVICE POINT II MODIFIED EACH 0 $ - $ - $ - $ - $ 18.90 $ 18.90 $ 4.73 265 LUMINAIRE,ORNAMENTAL(200 W LED) EACH 53 $ - $ - $ - $ - $ 1.20 $ 1.20 $ 63.60 266 LIGHT POLE,30' EACH 21,$ - 5 - $ - $ - $ 125.45 $ 125.45 $ 2,634.45 267 LIGHT POLE,40' EACH 10 $ - $ - $ - $ - $ 134.45 $ 134.45 $ 1,344.50 268 LIGHT POLE,ORNAMENTAL,28.3' EACH 15 $ - $ - $ - $ - $ 3.45 $ 3.45 $ 51.75 _ 269 LUMINAIRE,(168 W LED) EACH 21 $ - $ - $ - $ - $ 1.20 $ 1.20 $ 25.20 270 LUMINAIRE,(284 W LED) EACH 20 5 - $ - $ - $ - $ 1.20 $ 1.20 $ 24.00 271 LIGHT POLE FOUNDATION,45 IN.CONCRETE BARRIER WAL EACH 10 $ 33.78 S 14.00 $ 9.18 5 - $ 6.90 $ 63.87 $ 638.70 272 LIGHT POLE FOUNDATION,FT BARRIER WALL EACH 18 $ 22.14 $ 7.00 $ 9.18 $ - $ 6.90 $ 45.23 $ 814.14 273 LUMINAIRE,UNDERPASS,PENDANT MOUNT,LED,120 WATT EACH 6 $ - $ - $ - $ - $ 9.18 $ 9.18 $ 55.08 274 CONDUIT,STEEL,GALVANIZED,2 IN. LFT 4643 $ - $ - $ - $ - $ 1.53 $ 1.53 $ 7,103.79 275 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN TRENCH,4 LFT 9115 $ - $ - $ - $ - 5 0.25 $ 0.25 $ 2,278.75 276 CIRCUIT INSTALLATION,UNDERPASS,6 LUMINAIRES EACH 1 $ - $ - $ - $ - $ 13.80 $ 13.80 $ 13.80 277 SERVICE POINT,I EACH 1 $ - $ - 5 - $ - $ 13.80 $ 13.80 $ 13.80 278 CABLE,POLE CIRCUIT,THWN,NO.10 COPPER,STRANDED LFT 16776 $ - $ - $ - $ - $ 0.01 $ 0.01 $ 167.76 279 CONNECTOR KIT,UNFUSED EACH 92 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 41.40 280 CONNECTOR KIT,FUSED EACH 92 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 41.40 281 MULTIPLE COMPRESSION FITTING,NON-WATERPROOFED EACH 208 $ - $ - S - 5 - 5 0.45 $ 0.45 $ 93.60 282 MULTIPLE COMPRESSION FITTING,WATERPROOFED EACH 68 $ - $ - $ - 5 - $ 0.45 $ 0.45 $ 30.60 283 INSULATION LINK,NON-WATERPROOFED EACH 185 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 83.25 284 INSULATION LINK,WATERPROOFED EACH 152 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 68.40 285 SIGN,UNDERPASS AND ROADWAY LIGHTING LOCATION IDEN EACH 98 $ - $ - $ - $ - $ 0.30 $ 0.30 $ 29.40 286 CABLE-DUCT MARKER EACH 17 $ - $ - $ - $ - $ 1.65 $ 1.65 $ 28.05 287 WIRE,NO.4 COPPER,IN PLASTIC DUCT,IN CONDUIT,4 LFT 2144 $ - $ - $ - $ - $ 0.24 $ 0.24 $ 514.56 288 TRANSVERSE MARKING,THERMOPLASTIC,CROSSWALK LINE, LIT 1412 $ - $ - $ - $ - $ - $ - $ - RIETH-RILEY CONSTRUCTION CO.,INC. 7 SUMMARY OF 2019 ESCALATION COST Bidltem Bid Description Units 2019 Remaining QTY Labor Delta/Unit Material Delta/Unit Equip Delta/Unk Trucking Delta/Unit Sub Deka/Unit SUM of Delta Increase 2019 Total Increase _ 289 LINE,THERMOPLASTIC,BROKEN,WHITE,5 IN. ,LFT 2796 $ - $ - $ - $ - $ - $ - $ - 290 LINE,THERMOPLASTIC,SOLID,WHITE,4 IN. LFT 6809 $ - $ - $ - $ - $ - $ - $ - 291 LINE,THERMOPLASTIC,SOLID,WHITE,8 IN. LFT 1638 $ - $ - $ - $ - $ - $ - $ - 292 LINE,THERMOPLASTIC,SOLID,WHITE,24 IN. LFT 141 $ - $ - $ - $ - $ - $ - $ - 293 LINE,REMOVE LFT 26909 $ - $ - $ - $ - $ - $ - $ - 294 LINE,MULTI-COMPONENT,DOTTED,WHITE,8 IN. LFT 135 $ - $ - $ - $ - $ - $ - $ - 295 LINE,MULTI-COMPONENT,SOLID,WHITE,4 IN. LFT 8042 $ - $ - $ - $ - $ - $ - $ - 296 LINE,MULTI-COMPONENT,SOLID,YELLOW,4 IN. LFT 6491 $ - $ - $ - $ - $ - $ - $ - 297 LINE,MULTI-COMPONENT,SOLID,WHITE,8 IN. LFT 2959 $ - $ - $ - $ - $ - $ - $ - 298 TRANSVERSE MARKING,MULTI-COMPONENT,CROSSHATCH LI LIT 392 $ - $ - $ - $ - $ - $ - $ - 299 LINE,MULTI-COMPONENT,SOLID,WHITE,24 IN. LFT 202 $ - $ - $ - $ - $ - $ - $ - 300 LINE,MULTI-COMPONENT,BROKEN,WHITE,5 IN. LFT 3195 $ - $ - $ - $ - $ - $ - $ - 301 TRANSVERSE MARKING,THERMOPLASTIC,YIELD LINE,WHI LFT 73 $ - $ - $ - $ - $ - $ - $ - 302 LINE,THERMOPLASTIC,DOTTED,WHITE,8 IN. LFT 830 $ - $ - $ - $ - $ - $ - $ - 303 LINE,MULTI-COMPONENT,DOTTED,WHITE,4 IN. LFT 133 $ - $ - $ - $ - $ - $ - $ - 304 LINE,THERMOPLASTIC,DOTTED,WHITE,4 IN. LFT 94 $ - $ - $ - $ - $ - $ - $ - 305 LINE,THERMOPLASTIC,DOTTED,WHITE,6 IN. LFT 144 $ - 5 - $ - $ - $ - $ - $ - 306 LINE,THERMOPLASTIC,SOLID,WHITE,6 IN. LFT 3346 $ - $ - $ - $ - $ - $ - $ - 307 LINE,THERMOPLASTIC,BROKEN,YELLOW,4 IN. LFT 387 $ - $ - $ - $ - $ - $ - $ - 308 LINE,THERMOPLASTIC,SOLID,YELLOW,4 IN. LFT 14426 $ - $ - $ - $ - $ - $ - $ - 309 TRANSVERSE MARKING,THERMOPLASTIC,CROSSHATCH LINE LFT 96 $ - $ - $ - $ - $ - $ - $ - 310 TRANSVERSE MARKING,THERMOPLASTIC,CROSSHATCH LINE LFT 355 $ - $ - $ - $ - $ - $ - $ - 311 PAVEMENT MESSAGE MARKING,THERMOPLASTIC LANE INDIC EACH 58 $ - $ - $ - $ - $ - $ - $ - 312 SNOWPLOWABLE RAISED PAVEMENT MARKER EACH 414 $ - $ - $ - $ - $ - $ - $ - 313 Temp.Mulch Stabilization Type C SYS 700 $ - $ - $ - $ - $ - $ - $ - 314 Temp.Seed Mix. LB 30 $ - $ - $ - $ - $ - $ - $ - 315 B Borrow,Force Main Relocation CYDS 400 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 180.00 316 HMA,4,76,Surface 9.5mm SMA TON 4590 $ 0.23 $ 12.91 $ 0.29 $ 0.39 $ - $ 13.82 $ 63,433.80 317 Mulched Seeding,A SYS 700 $ - $ - $ - $ - $ - $ - $ - 318 Seed Mixture U,Force Main Relocat. LBS 30 $ - $ - $ - $ - $ - $ - $ - 319 Tapping Sleeve with valve EACH 1 $ - $ - $ - $ - $ 8,433.98 $ 8,433.98 $ 8,433.98 320 Masonary Coating,96th.st.@ Keystone Parkway SIT 131039 $ - $ - $ - $ - $ - $ - $ - 321 Concrete Staining,96th.St.@ Keystone Parkway SFT 35704 $ - $ - $ - $ - $ 0.45 $ 0.45 $ 16,066.80 322 Connection EACH 1 $ - $ - $ - $ - $ 32.85 $ 32.85 $ 32.85 323 16"Line Stop EACH I $ - $ - $ - $ - $ 1,622.80 $ 1,622.80 $ 1,622.80 324 Force Main LFT 305.5 $ - $ - $ - 5 - $ 7.91 $ 7.91 $ 2,416.51 325 Air Relief Valve EACH 1 $ - $ - $ - $ - $ 151.30 $ 151.30 $ 151.30 326 Pave.Mess.Mark.Remove SYS 15.6 $ - $ - $ - $ - $ - $ - $ - 327 Trans.Mark,remove LFT 96 $ - $ - $ - 5 - $ - $ - $ - TOTAL $ 1,325,824.46