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183-14 RESOLUTION
RESOLUTION NO.183-14 A RESOLUTION TO AUTHORIZE CHANGE ORDER NO. 1 TO THE CONTRACT WITH BALDWIN & SHELL CONSTRUCTION COMPANY IN AN AMOUNT NOT TO EXCEED $10,074,158.00 FOR CONSTRUCTION PHASE SERVICES FOR THE SPRING STREET PARKING DECK PROJECT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $200,000.00, AND TO APPROVE A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby authorizes Change Order No. 1 to the contract with Baldwin & Shell Construction Company in an amount not to exceed $10,074,158.00 for construction phase services for the Spring Street Parking Deck Project, and further approves a project contingency in the amount of $200,000.00. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves the budget adjustments attached to this Resolution. PASSED and APPROVED this 7t' day of October, 2014. A PPR OVFn ATTEST: By: jaa6d' e '!�" SONDRA E. SMITH, City Clerk/Treasurer `��rrrr r i r r►rr>>� ����,•' G1TY r ✓ \ . X, • o " FAYETTEVItL v4 f�iviit���`, City of Fayetteville, Arkansas 113 West Mountain Street Fayetteville, AR 72701 479 5783 T6D - t i ±F 479-521-1316 Text File File Number: 2014-0419 Agenda Date. 101712014 Version: 1 Status: Agenda Ready In Control: City Council File Type: Resolution Agenda Number: C. 5 A RESOLUTION TO AUTHORIZE CHANGE ORDER NO. I TO THE CONTRACT WITH BALDWI ' & SHELL CONSTRUCTION COMPANY IN AN AMOUNT NOT TO EXCEED $10,074,158.00 FOR CONSTRUCTION PHASE SERVICES FOR THE SPRING STREET PARKING DECK PROJECT, TO APPROVE A PROJECT CONTINGENCY IN THE AMOUNT OF $200,000.00, AND TO APPROVE A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby authorizes Change Order No. 1 to the contract with Baldwin & Shell Construction Company in an amount not to exceed $10,074,158.00 for construction phase services for the Spring Street Parking Deck Project, and further approves a project contingency in the amount of $200,000.00. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves the budget adjustments attached to this Resolution. City of Fayetteville, Arkansas Page 1 Printed on 10MI2014 Jeremy Pate Submitted By City of Fayetteville Staff Review Form 2014-0419 Legistar File ID 10/7/2014 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 10/6/2014 Development Services / Development Services Department Submitted Date Division / Department Action Recommendation: Approval of Change Order No. 1 with Baldwin & Shell Company for full construction phase services of the Spring Street Municipal Parking Deck and approval of associated budget adjustments. 4560.9560.5804.00 Account Number 11028.1203, .1301, .1501,.1601 Project Number Budgeted Item? Yes Does item have a cost? Yes Budget Adjustment Attached? Yes Previous Ordinance or Resolution # 135-14 Original Contract Number: 2291 Comments: Budget Impact: Parking Deck Project Expenses Fund Entertainment District Parking Current Budget Funds Obligated Current Balance Item Cost Budget Adjustment Remaining Budget Project Title $ 5,930,454.00 $ 1,430,587.00 I $ 4,499,867.00 $ 10,042,158.00 $ 5,742,291.00 $ 200,000.00 Approval Date: V20140710 CITY OF Tay jf e ARKANSAS MEETING OF OCTOBER 07, 2014 TO: Mayor and City Council THRU: Don Marr, Chief of Staff CITY COUNCIL AGENDA MEMO FROM: Jeremy Pate, Development Services Director DATE: October 06, 2014 SUBJECT: Spring Street Parking Deck -Amendment No. 2 to the Contract with Baldwin and Shell RECOMMENDATION: Staff recommends approval of a resolution to approve Change Order No. 1 with Baldwin & Shell Constructon Company in an amount not to exceed $10,074,158 for construction phase services related to construction of the Spring Street Municipal Parking Deck and Walton Arts Center Administration offices/backstage expansion area. When added to Bid Package No. 1, the Total GMP is $10,522,106. Included with this approval is a budget adjustment to facilitate the funding of this project. BACKGROUND: The City of Fayetteville is constructing a parking deck in the downtown area/entertainment district on the northwest comer of School Avenue and Spring Street, adjacent to and southeast of the Walton Arts Center (WAC) facility. The objective is to relieve current parking shortfalls and to create supply in an area anticipated to see increased parking demand. Garver, LLC has led the design team for engineering and architectural services thus far on the project, coordinating with the City's team and in collaboration with the WAC and Boora Architects. Baldwin and Shell Construction Company was selected in April of 2013 to provided professional construction management services for this project. Services under the selection cover both preconstruction and construction phases of the work for the parking deck. A preconstruction phase service contract in the amount of $40,000 was awarded at that time, with the objective of providing the design team with detailed contractor perspective input, including cost estimating at various points of in the design process. It has been through this estimating service that the design team has been able to make informed design decisions to reduce cost in the overall project from initial estimates. Under the construction management process, bids are publicly advertised and opened, and the Construction Manager establishes a Guaranteed Maximum Price based upon these bids. The initial phase of construction (mobilization, demolition and excavation) was advertised for public bids and awarded in July in the amount of $447,948. Work was initially set to begin in earnest in August, but based upon much higher than expected bids received at the bid opening Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 on August 22 for the remainder of the project, the Mayor delayed the commencement of construction until staff could work with our design and construction management team to find a more viable way to proceed. On August 26, 1 reported to the Council that the construction costs as bid were at $12.2 million, or $2.4 million above the previous estimate. Combined with additional estimated costs such as utility relocation, testing services, construction administration, fees, etc. staff was estimating the project was at a deficit of $5.3 million from the original budget established in 2012. It was with this in mind that we went back to Garver and Baldwin & Shell to establish a better path forward, estimated a month's delay to finalize a recommendation. DISCUSSION; In the past month, the City and design teams have been working on several options to present to the Council. This contract amendment represents, in our opinion, the best path forward to construct this important infrastructure investment within the heart of our downtown cultural arts and entertainment district. Following are important points to consider with this proposal: 1) Baldwin & Shell has prepared a competitive proposal to manage the concrete work themselves, rather than pay for a "turn -key" contractor to do the work. This particular bid on the market was extremely high, and Baldwin & Shell have managed to reduce this cost by approximately $1.1 million by self -performing the work. These savings are factored into the Guaranteed Maximum Price (GMP). 2) Subsequent negotiations with sub -contractors, changes in design specifications and identifying alternative systems/products within the project have resulted in a total net savings for both the WAC and City of approximately $594,856. These savings have been factored into the GMP. 3) Staff has identified a task within the project that the City can self -perform that results in approximately $70,000 in savings. Specifically, the City Transportation Dept. will trench and install conduit for underground utilities along Spring Street. These savings have been factored into the GMP. 4) We have requested new pricing on 4 trade packages that either came in well over budget, had no bids or a single bid: Miscellaneous Steel ($640,000), Weathered Steel Panels and Green Screen System ($92,000), Metal Wall Soffit Panels ($326,268), and Fiber Cement Wall Panels ($107,397). New pricing for the wall panels were received this week, and resulted in savings of $15,771. Bids for the steel work will not be available until next week, therefore we have retained the current low bid price in the GMP. It is our hope that with getting additional competitive pricing on these steel packages, costs will be further reduced. If not, we will go with the bid that we have currently within the budget. Wall panel bid savings have been factored into the GMP; steel has not, but will be with a change order once we have finalized that trade package. 5) Staff has negotiated the outside contracts necessary for the project, with an approximate savings of $150,000. These savings are factored into separate agreements for Council consideration. 6) The bids originally opened on August 22 are valid for 60 days. This places the Council's consideration of this proposal on a timeframe of either October 07 or October 21 regular meeting dates. October 21 would represent the 60t' day, therefore at the risk of changing the GMP after initial submittal, staff has asked the Council to consider this item on the October 07 meeting. This would also reduce the delay in getting contractors mobilized on the site to begin work. The current GMP proposal for Bid Package No. 2 is $10,074,158. Together with Bid Package No. 1, the design contract, testing services contract, Construction Administration contract, WAC 2 expenses, utility relocation agreements, and a contingency amount, the total expenditures for this project are $12,336,023. Compared to the funds available for the project through the Bond Issue, Parking Revenue, Drainage Funds, and the Walton Arts Center's estimated contribution to the project for the areas of their responsibility, the funding gap is currently at $3,660,758. Staff proposes the following: 1) Appropriate $1,500,000 received from the Walton Arts Center Governance amendments back to the Walton Arts Center campus and the parking deck that will serve the entire area. 2) Appropriate $2,160,758 out of General Fund Reserves to cover the balance, with the intent to repay this amount over time from additional revenue received from the parking deck utilization. As staff has updated the Council on several occasions, cost estimates have consistently been higher than our initial budget established with the parking revenue bonds. There has been much time and effort put into cost estimating, design changes and overall systems evaluation to provide a project that meets the expectations of all involved, including multiple public input sessions before design was started. Staff has taken the input given from the Council and the public to design the deck structure to incorporate liner buildings at the south and east corners, in addition to the liner building along the north side of the deck that will house the Walton Arts Center Administrative Headquarters and back -of -house space, which is absolutely necessary for the Walton Arts Center to expand at their current location. We were able to accomplish most, but not all, requests of the Council. The exterior elements that create the architectural interest of the facade have remained, and our value engineering and design changes have focused on structural and interior systems, specifications and elements. This completes the procurement process for construction phase services. It must be noted that the City has not allocated a great deal of contingency with this contract. Attached to this memo is the Guaranteed Maximum Price Amendment, serving as Exhibit A to the already approved contract with Baldwin & Shell. The contract agreement is between the City of Fayetteville and Baldwin & Shell as our construction manager, and includes the construction services identified and described in the subsequent attachments, along with specified negotiated changes, qualifications and modifications to construction specifications, drawings, etc. BUDGETISTAFF IMPACT: Funding for this contract is coming from parking revenue bond proceeds, parking funds budgeted for the project, drainage funds allocated for improvements along Spring Street and the balance from General Fund Reserve. At the current time, the impact to the General Fund Reserve is $2,160,758.The impact on the parking fund is $234,558 in additional reserves and $75,000 from the drainage fund. Attachments: Parking Deck Funding/Cost Summary Change Order No. 1 Guaranteed Maximum Price for Bid Package No. 2 (Incl. Attachments) 3 Spring Street Municipal Parking Deck Cost Summary 6-Oct-14 Funds I I Expenditures Bond Issue $5,857,832 Site Selection/Design $980,725 Parking Revenue $970,458 WAC Relocation $6,000 Drainage Funds $75,000 WAC Temporary Offices $100,000 WAC Contribution (Est) $1,771,975 SourceGas Line Relocation $31,844 AEP Power Line Relocation $66,834 $8,675,265 Construction Admin. Services $168,600 Testing Services $120,000 Parking Pay Equipment $100,000 City Fees and Services $39,914 Contingency $200,000 Negotiated GMP $10,522,106 $12,336,023 Funding Gap ($3,660,758) Governance Fund Appropriation $1,500,000 General Fund Reserves Appropriation $2,160,758 $0 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division: Development Services Adjustment Number 2014 Dept.: Development Services Requestor: Jeremy Pate BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget Adjustment to move funds into Basement Finish out sub -project. And to recognize revenue cost share with the Walton Arts Center. This is part of the Baldwin Shell contract. This will go to Council on Oct. 7, 2014. RESOLUTION/ORDINANCE COUNCIL DATE: 10/7/2014 LEGISTAR FILE ID#: 2014-0419 3a*-bcwa, FeLL 10/6/2014 2:47 PM Budget Director Date TYPE: DESCRIPTION: GLDATE: POSTED: TOTAL 863,099 863,099 v.20140829 Increase / (Decrease) Project.Sub# Account Number Expense Revenue Project Sub AT Account Name 4560.0956.4420.01 863,099 11028 1501 RE **N/A 4560.9S60.5804.00 863,099 11028 1501 EX Building Costs C:\Users\dmccoy\AppData\Roaming\L5Vemp\9e320c53-5644-49b0-b237-e9529ef97cf6 i of 1 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division: Development Services Adjustment Number 2014 Dept.: Development Services Requestor: Jeremy Pate BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget Adjustment to move additional parking funds to the Basement shell sub -project. This is part of the Baldwin Shell contract. This sub -project will then be completely funded. This budget adjustment will also fund the parking deck equipemnt needed for operations. This will go to Council on Oct. 7, 2014. COUNCIL DATE: 10/7/2014 LEGISTAR FILE ID#: 2014-0419 '8 cwbLWGV FeW 101612014 2:48 PM Budget Director TYPE: DESCRIPTION: Date I GLDATE: RESOLUTION/ORDINANCE POSTED: TOTAL 469,116 469,116 v.20140829 Increase / (Decrease) Project.Sub#. Account Number Expense Revenue Project Sub AT Account Name 2130.9131.7602.56 234,558 - 11028 1301 EX Transfer to Parking Deck Project 2130.0913.4999.99 - 234,558 RE Use of Fund Balance 4560.0956.6602.13 - 134,558 11028 1301 RE Transfer from OSP 4560,0956.6602.13 - 100,000 11028 1701 RE Transfer from OSP 4560.9560.5804.00 134,558 - 11028 1301 EX Building Costs 4560.9560.5801.00 100,000 - 11028 1301 EX "Fixed Assets C:\Users\dmccoy\AppData\Roaming\L5\Temp\d0707ic2-6f8a-4790-b6d4-32168f3be7f1 1 of 1 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division: 2014 Dept.: Development Services Development Services Adjustment Number Requestor: Jeremy Pate BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget Adjustment to move funds from a drainage project into the Parking Deck construction. This is part of the Baldwin Shell contract. This will go to Council on Oct. 7, 2014. RESOLUTION/ORDINANCE COUNCIL DATE: 10/7/2014 LEGISTAR FILE ID#: 2014-0419 B owbcwal FeW 1016/2014 2:49 PM Budget Director TYPE: DESCRIPTION: GLDATE: POSTED: I Date TOTAL 75,000 75,000 v.20140829 Increase / Decrease Project.Sub# Account Number Expense Revenue Project Sub AT Account Name 4470.9470.5817.00 (75,000) 02108 1 EX Bridge & Drainage Improve 4560.9560.5804.00 75,000 11028 1203 EX Building Costs 4470.9470.7602.56 75,000 02108 1 EX "Transfer to Parking Deck Project 4560.0956.6602.47 75,000 11028 1203 RE "Transfer from Capital Improvements C:\Users\dmccoy\AppData\Roaming\L5\Temp\e02b258f-34ad-4ae8-b31 d-fbbe75e05941 1 of 1 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year Division: Development Services Adjustment Number 2014 Dept.: Development Services Requestor: Jeremy Pate BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget Adjustment to move funds into the North Liner Bldg. sub -project. This is part of the Baldwin Shell contract. And to recognize revenue cost share with the Walton Arts Center. This sub -project will also use a portion the WAC revenue given to the City as part of the governance agreement. This will go to Council on Oct. 7, 2014. COUNCIL DATE: 10/7/2014 LEGISTAR FILE ID#: 2014-0419 3a ,cwal jell/ 10/6/2014 2:52 PM Budget Director Date TYPE: DESCRIPTION: GLDATE: RESOLUTION/ORDINANCE POSTED: .TOTAL 3,708,876 3,708,876 v.20140829 Increase / (Decrease) Project.Sub# Account Number Expense Revenue Project Sub AT Account Name 4560.0956.4420.01 908,876 11028 1601 RE **N/A 4560.9560.5804.00 908,876 11028 1601 EX Building Costs 1010.6600.7602.56 1,400,000 11028 1601 EX **Transfer to Parking Deck Project 1010.0001.4999.99 1,400,000 RE Use of Fund Balance 4560.0956.6602.01 11400,000 11028 1601 RE **Transfer from General 4560.9560.5804.00 1,400,000 - 11028 1601 EX Building Costs C:\Users\dmccoy\AppData\Roaming\L5\Temp\9c51ea97-bf90-44e0-ab71423c375225d1 1 of 1 City of Fayetteville, Arkansas - Budget Adjustment Form (Legistar) Budget Year 1 Division: Development Services Adjustment Number 2014 Dept.: Development Services Requestor: Jeremy Pate BUDGET ADJUSTMENT DESCRIPTION / JUSTIFICATION: Budget Adjustment to move funds intothe Parking Deck construction. This is part of the Baldwin Shell contract. This BA will utilize the general fund contribution. And also a portion the WAC revenue given to the City as part of the governance agreement. The amount also includes a contingency of $200,000. This will go to Council on Oct. 7, 2014. RESOLUTION/ORDI NANCE COUNCIL DATE: LEGISTAR FILE ID#: 10/7/2014 2014-0419 aGGN'Z?arw Few 10/6/2014 2:52 PM Budget Director TYPE: DESCRIPTION: GLDATE: POSTED: Date TOTAL 4,521,516 4,521,516 v.20140829 Increase / (Decrease) Proiect.Sub# Account Number Expense Revenue Project Sub AT Account Name 1010.6600.7602.56 100,000 11028 1203 EX **Transfer to Parking Deck Project 1010.0001.4999.99 100,000 RE Use of Fund Balance 4560.0956.6602.01 100,000 11028 1203 RE **Transfer from General 4560.9560.5804.00 100,000 11028 1203 EX Building Costs 1010.6600.7602.56 2,160,758 EX **Transferto Parking Deck Project 1010.0001.4999.99 2,160,758 RE Use of Fund Balance 4560.0956.6602.01 - 2,160,758 11028 1203 RE **Transfer from General 4560.9560.5804.00 2,160,758 - 11028 1203 EX Building Costs C:\Users\dmccoy\AppDato\Roaming\L5\Temp\08577d91-3670-4e76-a801-784e035dd8d1 1 of 1 0 h D m ? N — D a v G * O (P W y CT A W j 0 3 0 CD a mm =2 3 o a a � C co n V O N O n_ m to m n p c � °w w 4 a o o o o .p � N w m m 00 m m f 3 co0 o z m_ co E J n «di N C9 p fQ S fA� si .► A c '. mr m ' m o m a R 1 � Z C EL 0 m r C C C 1 N C m N CD w 0 (A CD CL (0 d c w A W c d 3 O (ID U' '� a fl w 3• m' C 0) d O © � f� a n D m y C 0 0 ID3 ri pa G ao W A A V 3 a (p CD Vi O fH O 40 O fA d fA O -W O 40 O 06 CA r 3 m G G O O O G G p W N Q OIL C P n f/S Cl 10 0O y < p A A Acn A D p O C O O tn'f Udi N '•�� to iG r0 �D O C SC � (W N p 0 O O�1 C 0 O CI O z co CA W � M C 3 of o a o A cti A o A 0 A N O C C O O s M 0 `� c � m Co � D X d' O (D N n m x Q (D Q Z c 0 7 N Pf N1 IV (D to Q (G 00 OD 00 0a t� 60 N N CD 3 .an J i w � N y nm �y S CL 0 CD �1 0 0 j EA d allo o pro o o ' @ A v ' � s m m C-Jr )orate Mice • Cents; Ar?kays-s Divisior • Nolhaasl Arkansas D16s;Q�n • Northwest Arkansas Division • Go?alrudt on Service I iv;s oil BALDWIN NELL CON8TRUCT10N COMPANY October 3, 2014 Mr. Jeremy Pate, Director Development Services City of Fayetteville 113 West Mountain Fayetteville, AR 72701 Re: Spring Street Parking Deck Proposal - Bid Package No. 2 Dear Jeremy, We are pleased to present this proposal for Bid Package No. 2 for the Spring Street Parking Deck and North Liner Building. This proposal is resultant of the public bid opening we conducted on August 22, 2014, subsequent negotiations with our low subcontractors, and multiple meetings with both the design team and city staff. Proposed Guaranteed Maximum Price (GMP) for Bid Package No. 2: $10,074,158 (Including currently accepted Negotiated Changes, refer to Attachments "B" & "C".) Current Contract (Bid Package No. 1) 447.948 Total Proposed GMP $10,522,106 Refer to Attachment "A" for itemized breakdown of this proposal. We have estimated construction duration of 365 calendar days to achieve Substantial Completion. As a gesture of good will, we have reduced our fee as General Contractor from 5.5% to 5%. This savings of $50,105 is included in the above -stated GMP. Please note the following Qualifications to this proposal: • Pricing is based on Specifications, Drawings, and Addenda as listed in Attachments "F", "G", & "H„ • Building concrete work will be performed under multiple packages in lieu of a single turnkey package. • Refer to Attachment "D" for list of Qualifications and Modifications associated with the concrete work and specifications. • Our Agreement with the Owner (AIA Document A133-2009) will be amended to include Boora Architects Inc. as Architect of Record for the North Liner Building. • Monthly payment applications will be sent directly to the City of Fayetteville. • Contingency is for the sole use of the Construction Manager/General Contractor. • Additional time will be granted for adverse weather conditions. Please note the following Exclusions: • Building Permit Fees 593 Horsebarn Road, Suite 100 • Rogers, AS 72758.479,845.1111Sp) • 479,845.1115(1) www.baldwinsholl.com • Impact fees / utility connection fees • Utility company charges • Rock excavation • Undercut of unsuitable soils beyond allowance of 1,700 cubic yards currently in contract Please note the following Unit Prices: 1. Trench rock excavation. $215 / C.Y. 2. Drilled pier unit prices, please refer to Attachment "E" The prices represented in this proposal are valid through October 21, 2014. Please do not hesitate to contact me if you have any questions whatsoever. We are ready to be of service. Sincerely, BALDWIN & SHELL CONSTRUCTION COMPANY +94 Patrick Tenney, IA I Pr sident Northwest Ark sas Div ion Cc: Mr. Ron Petrie, P.E. Enclosures H:1Jobs1NW Arkansas Jobs12258 - Fayetteville Entertainment Parking Deck\Contract Documents & Change OrderslOwner Contract & Change Orders\Contract & Exhibits A ..- Document G101" — 2001 Change Order PROJECT (Nance and ad&ess): CNAFIGE ORDER NTIMBER:00.1 OWl`1ER: ❑ City of Fayetteville Entertainment DATE: October 8, 2014 ARCHITECT: ❑ District Parking Deck CONTRACTOR: ❑ 229 North School Avenue r-gc1teville, AR 72701 FIELD: ❑ TO CONTRACTOR (Name and address): ARCil11 ECT'S PROJECT I�IUMBER:11t347180 OTHER: ❑ Baldwin & Shell Construction Company CONTRACT DATE: April 16, 2014 593 Horst:barn Road, Suite 100 CONTRACT FOR: General Construction Rogers, AR, 72758 THE CONTRACT, IS CHANGED AS FOLLOWS: , (Include, where applleable, wiy undisputed amount arlrOurabde to previatuty executed .00M1r #dkn Gha" wreetives) Add Sid Package No. 2 for Spring Strect marking Deck and North Liner Building, refer to Proposal Letter from Baldwin & Shell Construction Company, dated October 3, 2014. Rcptaae paragraph 3.2 of ALA Documcm[ Al33 with the following 3.2'Cityof Fayetteville and Welton Arts Center Designated Representative The City of Fa)vttevitte shall identify a representative wAboriaed ro act on behalf of the Cky pf Pay0oville with tc.vcd to the Pvl ject. The Walton Arts Center shall identify a representative mdbwiwd to act nn behalf of the Walton Arts.Ce Tier with respect to the North Liner Building. The GityofraPitc Allen and Walton Arts Centers reprasentadves shall render decisions promptly and fitraish information expeditiously, so as to avoid unrcasonaNc delay in the services or' Work of tht± Baldwin & Shell Construction Company. Except as otherwise provided in Section 4.2.1 of A201--2067, the Engineer does not have such authority, Tha term "Owner" as used in -the A2012(*7 means ft City of Faycuevilleor the City of Fa}uttcville's authorized representative. Refer to paragraph 5;1.2 of AIA Document A133, Change fee to 3.00%, and add the following sentence: Fee wit[ be returned an unspent p6rtionsbratlowani es. Add as the North Lincr Building Architect: Bourn Architects, 720 SW WashingFan,.Suite 800, Portland. OR 97205 Add as the Walton Arts Center's. Designated Representative: David Swain, P.O. am 4279, Fayetteville, AR 72707, 479-435.0486, 479.52 t 2401(Pax) "lire original Guaranteed.Maxirnum Price w&t $ 4 . 0 "ne net change by previowly authorized Change Orders $ U $ 44794&00 The Guaranteed Maximum Price prior to this Change Order was -------- --- ne, Guaranteed Maximum Price will be increased by this Change Order in the mount or $ 10.074.15&00 The new Gumantecd Mwcimum Price including this Cbange Order will be $ 10.522.106:00 'the ContmctTme will be incremd. by Three Hundred Sixty Five (365) days. the date of Substantial Completionas of the date of this Change Order therofnre is to be three hundred sixty-five (W) days from the date.of resumption Of the Work. of Bid Package No.1. The date to rmme ft vkwk of Wd Package No. 1 will be fourleprt (14) days from issuance of Notice to Proceed. NOTE: This Change Order does not include changes in the Contract Saul, COMW Time or Guaranteed Nwdmum Price which have been authorind by Construction Change Dircctivc until the cost turd time have been agraed upon by troth the Owner and Contractor, in which cast a Change Order is executed to sumsede the Construction Change Directive. AlA ttoeufnent G7G1 m —2001. Gapyrlght G 18T8, 184,7.2000and 2001 by The Amsttsaa °of Atmhtteds. All rights —zV4 d. WARNtNG', This 00 odzumont is protacled by U.S, Copyright Law and tnlafnattaAal ri tsdos, UrAu. huefsdd [eptodua_ of d,* MbUUon of thtt AJA° ooeumant, or any parttiin dt it, maymautt Ire savers civil tFtsd critnitNt.penaldas, Xtld 1yt11 d1t ptnsedater;dvhafTch ax CM.0dAent t� 2015 end l notrarrasata, (o uAder the low. rhtttdoWment ryas produced byAlA so W*m a[ 15;24:24 on 100312O14 under Order No.226664O S (203M5291) User Notes: NOT VALID UNTIL SIGHED By THE ARCHITECT, CONTRACTOR AND OWNER. Garver U.C. Baldwin & Shed Canstfucti4n COMM Cit of ):a ettevillc ARCHITECT (Firm wme) CONTRACTOR (Firm name) OWNER (M-rm name) 2049 E. tayae Blvd, Suite 400, n etteville, AR 72703 ADDRESS By (Signature) Icon Petrie (Typed naw) RATE 593 Horscbarn Road, Suite HM er t 72758 em DRY By (Signature) Patrick Ten11e.. . (1jPednarne) to�d3.2o� DATE 10 -1044 n Tla AIA amumord 0701'"—_2001. Ccpying"t G 1979, 196i. 2U0G and 200t by The Asnertcan In�ittrlo at Aro?"Wis. Alt right* reserved: 4s►AialiltJf3 tt[a as n" Documeni Is *tactad lay U.S. Copyright LAW and loterYmUO"Al Trwei"ss. Unaptharlsed r+pmduNion or disulbuilOn afittlls AIO Oocamant. or any portion of tt, may result In aware dWli situ eitmlnai paasfNss, siid v+ill bo pM$*C rtad to tha mmdmum extttat paaslhEe under ll►s law Thia dbWmartl was pmdwwd by ALA software at 1614:24 oR 11114 IMI4 wt;W tlrder Nb.220WOM55 1 tyhk9t eXOM an 0512712Q15, a� is not tar roaala t203SM291 t User Notm A1A Document G701-- 2001 City of Fayetteville Entertainment District Parking Deck CHANGE ORDER NUMBER: 001 Page 3 of 3 Boora Architects, Inc. ARM ECT (Firm ilame). 720 SW WaShingt0n, Suite 800 Portland, OR 97205 ADDRESS BY (Signature) Michael Tin - ley (Typed frame) DATE BBLDWIN&SHELL C 0 H S 7 R U c r 1 0 N c 0 M P A N Y Attachment 'W'of Proposal Letter Dated October 3, 2014 Bid Package No. 2 PROJECT NAME : Spring Street Parking Garage / North Liner Breakdown & Cost Allocation DATE : 10/03/14 GMP AMOUNT: $10,522,106 BUILDING AREA : 102,551 1 2 3 4 NO. ITEM NAME COST DECK B5M'T SHELL BSM'T F.O. GROUND & 2nd TOTAL 600 Performance Bond 71,558 46,401 3,1651 526 16,466 71,558 601 Builders' Risk/ Lia. Insurance 74,069 54,833 3,002 4,551 11,683 74,069 602 Earthquake Insurance & Deductibles 0 0 0 01 0 0 605 Fringe Benefits 1 25,0001 14,000 2,750 2,750 5,500 25,000 960 Preconstruction Fee 40,000 25,600 2,000 3,200 9,200 40,000 970 Fee 520,522 330,066 23,771 41,796 124,889 520,522 980 Fee Associated with Negotiated Changes (32,717) (19,784) 0 0 (12,933) (32,717) 990 Fee Reduction to 5% (50,105) (35,000) 0 0 (15,105) (50,105) 1000 General Conditions 531,986 410,860 941 7,693 113,339 531,986 1011 Contingency 164,9331 164,933 01 0 0 164,933 1060 Permits 1,200 1,200 0 0 0 1,200 1400 Quality Control Testing 0 0 0 0 0 0 1700 Project Clean Up 70,683 55,853 0 3,412 11,418 70,683 2220 Power Co. Underground Conduits 93,000 93,000 0 0 0 93,000 2475 Drilled Piers 255,460 186,400 69,060 0 0 255,460 2630 Storm Drainage, Rain Havest, Backfill 430,000 305,000 125,0001 0 0 430,000 2700 Paving & Surfacing 7,500 5,000 0 2,500 0 7,500 2710 Pavement Striping & Speed Bump 4,200 4,200 0 0 0 4,200 2766 Site Concrete Work 131,840 131MO 01 0 0 131,840 2810 Irrigation Sleeves 6,450 6,450 0 0 0 6,450 2900 Landscaping, Irrigation, Tree Grates 90,974 90,974 0 0 0 90,974 3303 Building Concrete Work 3,451,569 3,158,728 207,213 21,833 63,795 3,451,569 3540 Insulating Cementitious Decks 27,100 0 0 0 27,100 27,100 4200 Masonry & Pavers 33,530 33,530 0 0 0 33,530 5100 Structural Steel 395,539 16,799 19,7761 0 358,9641 395,539 5120 Steel Erection 112,500 10,000 2500 0 100,W01 112,500 5130 Miscellaneous Steel 491,240 506,801 0 0 0 506,801 5140 Bollard Covers & Halfen Anchors 15,561 5700 Weathered Steel Panels & Greenscreens 77,720 77,720 0 0 0 77,720 5810 Expansion Joint Covers 26,544 26,544 0 0 0 26,544 6100 Rough Carpentry 25,998 3,049 0 7,156 15,793 25,998 6200 Finish Carpentry 50,000 0 0 0 50,000 50,000 6220 Millwork Cabinets 26,562 0 0 5,000 21,562 26,562 7100 Dampproofing & Waterproofing 191,867 166,867 25,000 0 0 191,867 7210 Building Insulation 0 0 0 0 0 0 7300 Fluid Applied Air Barrier 5,000 5,000 01 0 01 5,000 7400 Preformed Roofing / Siding & Rigid Ins. 326,268 41,111 01 0 285,157 326,268 7450 Fiber Cementitious Panel Siding, Trim & Rigid Ins. 107,397 48,859 0 0 58,538 107,397 7500 Membrane Roofing 158,192 52,831 0 0 105,361 158,192 7600 Aluminum Cap Flashing & Sheetmetal 4,341 4,341 0 0 0 4,341 7840 Firestopping. 2,000 400 0 800 800 2,000 7860 Sprayed Fireproofing 22,000 0 0 7,334 14,666 22,000 7900 Caulking & Sealants 0 0 0 0 0 0 8110 Doors / Frames / Hardware 120,482 27,617 0 25,111 67,7541 120,482 1 of 2 BALBWIN&SHELL C 0 N S T R U C T 3 0 N C O M P A N Y Attachment "A" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 8220 Misc. Installation 10,055 600 0 5,455 4,000 10,055 8400 Entrances & Storefronts 389,780 127,578 0 1,050 261,152 389,780 9250 Gypsum Board 279,270 13,930 0 80,350 184,990 279,270 9400 Seamless Epoxy Floors 8,340 0 0 8,340 0 8,340 9665 All Floor Coverings 108,557 0 0 24,520 84,037 108,557 9900 Painting 78,000 11,500 01 26,550 39,950 78,000 10150 Toilet Partitions 1,602 0 0 0 1,602 1,602 10400 ID Devices & Graphic Allowance 22,000 0 0 0 22,000 22,000 10410 Garage Signage 44,043 44,043 0 0 0 44,043 10520 Fire Extinguishers 5,458 3,939 0 380 1,139 5,458 10800 Toilet Accessories 6,530 0 0 3,819 2,711 6,530 12490 Window Treatment 29,722 0 01 0 29,722 1 29,722 14200 Elevators 86,000 64,500 0 21,500 0 86,000 14300 Emergency Power 0 0 0 0 0 0 15000 Mechanical 864,639 212,410 1,500 397,338 253,391 864,639 15300 Fire Protection 56,792 22,318 9,500 5,424 19,550 56,792 16000 Electrical 570,263 214,716 0 149,711 205,836 570,263 Negotiated Changes accepted as of 10/03/14 (594,856) (359,705) 01 0 (235,151) (594,856) TOTAL PACKAGE 2 10,074,158 6,407,852 494,331 863,099 2,308,876 10,074,1S8 TOTAL PACKAGE 1 447,948 407,721 40,227 0 0 447,948 TOTAL PROJECT 10,522,106 6,815,S73 534,558 863,099 2,308,976 10,522,106 2of2 BALOWIN SNELL CON S T AUCTION C O M P A N Y Spring Street Parking Deck and North Liner Building Bid Package No. 2 Qualifications to Concrete Work Attachment "D" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 1. Costs for concrete materials are included as follows: (Prices are from Mid Continent Concrete, and secure through March 2015.) a. Costs for 4000 PSI mix with Fly Ash (25%) for Drilled Piers Applications are $94.75 per Cubic yard plus taxes. b. Costs for 3000 PSI mix with Fly Ash (15%) for Non -Structural Exterior Applications such as Sidewalks, Paving and Curb & Gutter $90.75 per cubic yard plus taxes. c. Costs for 5000 PSI mix with Fly Ash (30%) for Parking deck Superstructure Applications are $93.75 per cubic yard plus taxes. d. Costs for 4000 PSI mix with Fly Ash (20%) for Structural Applications other than those listed above for $90.50 plus taxes. e. Costs for AHTD Class S Mix for Retaining Wall Applications are $92.50. 2. Costs for admixtures used for contractor's means and methods, climate control, workability and early strength are included where applicable and are as follows: a. Heated Water b. Non -Calcium Accelerator 1% included c. Superplasticizer d. All Cement Mix 3. Costs for Chlorine Ion Testing and Shrinkage testing are excluded. 4. Costs for addition of a concrete shrinkage reducer of any kind are excluded. S. Costs for addition of a corrosion inhibitor of any kind are excluded. 6. Costs to tape, caulk or any other treatment at form joints are excluded. Form joints will be tightly butted. 7. An allowance for costs of Mockups in the amount of $2,500.00 is included. 8. The Proposal is based on a pour size of approximately 14,000 +/- square feet per pour with 2 pours per typical floors. 9. Largest form liner panel size will be 48. 10. Swirl float finish is excluded. Method of placement and finish will be to strike the concrete, float with a channel float followed by a broom finish with amplitude of approximately 1/8". Page 1 of 2 BALBWIN SNELL CONSTRUCTION COMPANY Attachment "D" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 11. Form liner for Class "C" work will be MDO plywood for suspended decks and metal forms for wails. Modifications to Specifications 1. Refer to Section 03 10 00 (Parking Deck Superstructure): a. Paragraph 2.2 -Delete Item C. b. Paragraph 3.2 -Delete Item B. c. Paragraph 3.3 -Delete Item B. Form joints will be tightly butted. d. Paragraph 3.4 -Offset for Class C will be %". 2. Refer to Section 03 1100: a. Paragraph 1.2 - Delete Item B. No requirement for watertight joint. Form joints will be tightly butted. b. Paragraph 1.2 - Delete Item C. No requirement for watertight joint. Form joints will be tightly butted. c. Paragraph 1.3 (A)- Delete Item 1. d. Paragraph 2.1- Delete Item B. e. Paragraph 2.1(E) -Allow use of wood as chamfer material and delete the requirement of "fully sealed at all edges". f. Paragraph 2.1 (F) - Clarify that requirement for Water Stop Ties applies only to basement walls of occupied and conditioned spaces. g. Paragraph 2.1(F) - Clarify that requirement for Elastic Vinyl Plug applies only to basement walls of occupied and conditioned spaces. h. Paragraph 3.2 (C) - Replace with: "Locate form joints in a uniform pattern with joints aligned as closely as practical." L Paragraph 3.2 (E) - Delete Item 1. Wall Tolerances will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. j. Paragraph 3.2 (E) - Delete Item 3. Form Offset will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. k. Paragraph 3.3 (K) - Delete Item 3. I. Paragraph 3.3 (1)1- Delete Item b. m. Paragraph 3.3 (L) - Refer to Item 1(a), Change 100% to 70%. n. Paragraph 3.3 (L) -Refer to Item 1(b), Change 48 hours to 24 hours. 3. Refer to Section 03 30 00 (Parking Deck Superstructure): a. Paragraph 1.7 - Delete Item A. Wall in -place will serve as mock-up sample. b. Paragraph 3.4 (B) - Delete Item 3 (b). Follow ACI requirements for Hot Weather Concreting. c. Paragraph 3.6 (C) - Delete requirement for Final Light Swirl Float Finish. Finish will be light broom. d. Paragraph 3.6 (D) - Delete requirement for Final Medium Swirl Finish. Finish will be light broom. e. Paragraph 3.8 - Refer to Item A, Add to end of sentence "as closely as practical'. f. Paragraph 3.8 - Delete Item I. 4. Refer to Section 03 30 00: a. Paragraph 2.4 (A) -Refer to Item 3, change 15% to 35%. b. Paragraph 3.12 (B) -Refer to Item 2, Add to end of sentence "as closely as practical'. Page 2 of 2 BALDwIN SNELL COH$T8UCT10N COMPANY Spring Street Parking Deck and North Liner Building Bid Package No. 2 Drilled Pier Unit Prices 1. 30" Dia. 2. 36" Dia. 3. 42" Dia. 4. 48" Dia. 5. 54" Dia. ADD: $202.96/L.F.; ADD: $245.69/L.F.; ADD: $288.4 1 /L.F.; ADD: $341.82/L.F.; ADD: $416.60/L.F.; DEDUCT: $50.35/L.F.; DEDUCT: $60.95/L.F.; DEDUCT: $71.55/L.F.; DEDUCT: $84.80/L.F.; DEDUCT: $103.35/L.F.; Attachment "E" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 ROCK: $320.46/L.F. ROCK: $384.55/L.F. ROCK: $459.33/L.F. ROCK: $555.46/L.F. ROCK: $651.60/L.F. *These prices are based on Unit Prices provided by Midwest Foundations Company. Page 1 of 1 BALDWIN ;HELL C 0 N 3 F A N C T 1 0 N C 0 M P A N Y Attachment "F" Attachment' ', of Proposal Letter dated September 19, 2014 Bid Package No. 2 Bid Package No. 2 - Spring Street Parking Deck Specifications All Specifications are dated July 11, 2014 Specifications Section Number Title Pact GARVER - VOLUME 1 of 2 CONTRACT DOCUMENTS AND GENERAL REQUIREMENTS DIVISION 00 - BIDDING AND CONTRACTING REQUIREMENTS 00 00 01 Certifications 1-4 000100 Table of Contents 1-4 00 70 00 AIA 201 - General Conditions of the Contract for Construction 1-50 00 73 00 Wage Rate Requirements 1-5 DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 1 01 12 00 Project Meetings 1-2 01 26 00 Contract Modification Procedures 1-3 01 3100 Project Management and Coordination 1-6 01 3200 Construction Progress Documentation 1-5 01 3300 Submittal Procedures 1-5 01 42 00 References 1-3 01 45 29 Testing Laboratory 1-10 01 50 00 Temporary Facilities and Controls 1-8 01 77 00 Closeout Procedures 1-3 TECHNICAL SPECIFICATIONS DIVISION 02 - EXISTING CONDITIONS - NOT USED DIVISION 03 - CONCRETE 03 01 00 Concrete Surface Repair 1-6 031000 Concrete Formwork - Parking Deck Superstructure 1-6 031100 Concrete Formwork 1-5 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 20 00 Concrete Reinforcement 1-3 03 21 00 Post Tensioned Concrete - Parking Deck Superstructure 1-10 03 25 00 Concrete Accessories - Parking Deck Superstructure 1-7 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 03 30 00 Cast in Place Concrete 1-23 03 52 16 Lightweight Insulating Concrete 1-5 03 60 00 Grout 1-8 03 60 00.1 Grout Supplement 1-3 03 62 00 Non -Shrink Grout 1-2 03 64 00 Concrete Repair Crack Injection 1-5 Page 1 of 8 BALDWIN ����� Attachment , 2 of Proposal Letter dated September 19014 C 0 N S r R U C T 1 0 N C O M P A N Y Bid Package No. 2 DIVISION 04 - MASONRY 04 20 00 Unit Masonry 1-9 DIVISION 05 - METALS 051200 Structural Steel Framing 1-10 05 12 00 Structural Steel - Parking Deck Superstructure 1-8 05 30 00 Metal Decking - Parking Deck Superstructure 1-4 05 31 00 Steel Decking 1-8 05 40 00 Cold -Forming Metal Framing 1-7 05 50 00 Metal Fabrication 1-13 05 52 13 Pipe and Tube Railings 1-5 05 99 00 Miscellaneous Metals - Parking Deck Superstructure 1-8 DIVISION 06 - WOOD PLASTICS AND COMPOSITES 06 10 53 Miscellaneous Rough Carpentry 1-4 06 16 00 Sheathing 1-7 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 07 11 20 Waterproofing Membrane (Plaza Systems) 1-13 071326 Self -Adhering Sheet Waterproofing 1-7 07 18 00 Concrete Sealers 1-5 07 21 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 0741 13 Metal Roof Panels 1-13 07 41 20 Metal Wall Panels 1-13 07 44 56 Fiber Reinforced Cementitous Panels 1-6 07 54 00 Thermoplastic Membrane Roofing 1-6 07 62 00 Sheet Metal Flashing and Trim 1-7 07 71 00 Manufactured Roof Specialties 1-9 07 72 00 Roof Accessories 1-3 07 81 00 Applied Fireproofing 1-5 078413 Penetration Firestopping 1-5 07 90 00 Joint Sealants - Parking Garage 1-7 07 91 00 Expansion Joint Sealant Systems - Parking Garage 1-7 07 92 00 Joint Sealants 1-7 07 95 00 Expansion Control 1-7 DIVISION 08 - OPENINGS 0811 13 Hollow Metal Doors and Frames 1-6 0841 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0851 13 Aluminum Windows 1-8 08 51 30 Custom Steel Window Systems 1-16 08 62 00 Unit Skylights 1-6 08 71 00 Door Hardware 1-14 08 80 00 Glazing 1-8 08 91 10 Glazed Aluminum Curtain Walls 1-9 Page 2 of 8 BALD N&NELL Attach, 2 of Proposal Letter dated Septembb en er 192Ei14 c a N s r R Lf c t 1 o No m P A N r Bid Package No. 2 DIVISION 09 - FINISHES 09 29 00 Gypsum Board 1-4 09 91 13 Exterior Paint 1-5 09 91 23 Interior Paint 1-7 09 92 00 Pavement Marking - Parking Garage 1-4 09 96 00 Hi Performance Coatings 1-8 DIVISION 10 - SPECIALTIES 101400 Signage - Parking Garage 1-7 10 44 00 Fire Protection Specialties 1-4 DIVISION 14 - CONVEYING EQUIPMENT 14 21 00 Electric Traction Elevators 1-11 GARVER - VOLUME 2 OF 2 DIVISION 21 - FIRE PROTECTION 21 1200 Fire -Suppression Standpipes 1-8 DIVISION 22 - PLUMBING 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 1-2 22 05 23.12 Ball Valves for Plumbing Piping 1-3 22 05 23.14 Check Valves for Plumbing Piping 1-2 220629 Hangers and Supports for Plumbing Piping and Equipment 1-3 2211 16 Domestic Water Piping 1-4 2211 19 Domestic Water Piping Specialties 1-3 221316 Sanitary Waste and Vent Piping 1-6 221319 Sanitary Waste Piping Specialties 1-2 221413 Facility Storm Drainage Piping 1-5 22 14 23 Storm Drainage Piping Specialties 1-2 22 14 29 Sump Pumps 1-2 DIVISION 23 - HEATING VENTILATING AND AIR-CONDITIONING HVAC 23 05 00 Common Work Results for HVAC 1-12 23 05 53 Identification for HVAC Piping and Equipment 1-7 23 05 93 Testing Adjusting and Balancing for HVAC 1-12 23 07 00 HVAC Insulation 1-32 2331 13 Metal Ducts 1-11 23 33 00 Air Duct Accessories 1-8 23 37 23 HVAC Gravity Ventilators 1-4 23 81 26 Split -System Air -Conditioners 1-5 DIVISION 26 - ELECTRICAL 26 05 19 Low -Voltage Electrical Power Conductors and Cables 1-4 26 05 26 Grounding and Bonding for Electrical Systems 1-6 26 05 33 Raceways and Boxes for Electrical Systems 1-10 26 24 16 Panelboards 1-9 Page 3of8 BALDWIN ����� Attachmenttemb9, 20 of Proposal Letter dated September 19, 2014 CONSIRUC710H c0MPANY Bid Package No. 2 26 27 26 Wiring Devices 1-14 26 51 00 Interior Lighting 1-8 26 56 00 Exterior Lighting 1-8 DIVISION 31 - EARTHWORK 31 1100 Site Preparation 1-3 31 22 13 Subgrade Preparation 1-2 312219 Grading 1-3 312316 Excavation 1-3 31 2316.13 Trenching for Site Utilities 1-3 31 23 16.13 Trenching for Water and Sewer Lines 1-4 312319 Dewatering 1-2 31 23 23,13 Fill and Backfill 1-5 31 23 23.16 Trench and Backfill 1-7 31 23 23.16 Trench Bedding and Backfill for Water and Sewer Lines 1-4 31 32 00 Soil Erosion Stabilization 1-8 31 50 00 Excavation Support Systems 1-2 31 63 29 Drilled Concrete Piers and Shafts 1-11 DIVISION 32 - EXTERIOR IMPROVEMENTS 321000 Concrete Sidewalks 1-3 321100 Base Course 1-4 32 13 13 Portland Cement Concrete Paving 1-5 32 13 15 Curb and Gutter 1-2 32 14 00 Unit Paving 1-7 321716 Speed Bump 1-2 32 17 26 Tactile Warning Surfacing 1-5 32 32 23 Modular Block Retaining Wall 1-8 32 84 23 Landscape Irrigation System 1-5 3291 13 Sodding, Seeding, Fertilizing & Mulching 1-5 32 93 00 Plants 1 DIVISION 33 - UTILITIES 334000 Storm Drainage Piping 1-3 33 40 00.1 ADS N12 WT AASHTO Pipe Specification 1-2 33 40 00.2 ADS DURASLOT Pipe Specification 1-2 3341 19 Pipe Laying 1 334419 Conteck CDS Technical Specifications 1-5 3344 19.1 Urbangreen RWH Mechanical System Specification 1-7 334600 Subdrainage 1-7 33 49 22 Duromaxx 30 in - 120 in Specification 1-2 ADDITIONAL REFERENCE INFORMATION APPENDIX A Wage Rate Determination 1-6 APPENDIX B Geotechnical Report 1-53 City of Fayetteville Standard Specifications for Design and Construction of APPENDIX C Water Lines and Sewer Lines Page 4 of 8 BALDW1N&SHELL C O N S T R U C T I O N C 0 M P A N Y Attachment' F", of Proposal Letter dated September 19, 2014 Bid Package No. 2 Table of Contents 1 1000 General Requirements and Procedures 1-4 1100 General Design Standards - Water 1-16 1200 General Design Standards - Sewer 1-14 2000 Trench Safety 1-2 2100 Erosion and Sediment Control 1-10 2200 Site Preparation 1-4 2300 Excavation, Backfilling, and Compacting 1-10 3000 Sewer Pipe, Fittings, and Materials 1-10 3100 Installation of Sewer Pipe, Fittings, and Materials 1-12 3200 Installation of Sewer Pipe Service Lines 1-8 3300 Manholes 1-12 3400 Steel Encasement Pipe 1-5 3500 Sewer Pump Stations 1-14 3600 Cast -In -Place Concrete 1-4 4000 Water Pipe, Fittings, and Materials 1-14 4100 Installation of Water Pipe, Fittings, and Materials 1-18 4200 Water Line Pressure Reduction Procedures 1-4 5000 Sewer Line Cleaning 1-4 5100 Sewer Line Television Inspection 1-4 5200 Inspection and Testing of Sewer Lines, Manholes, and Service Lines 1-8 5300 Inspection and Testing of Water Lines and Service Lines 1-6 6000 Pavement Repair 1-5 6100 Lawn and Grass Restoration 1-8 6200 Reporting Forms 1-10 Standard Details - Separate Document 1-57 APPENDIX D Storm Water Pollution Prevention Plan (SWPPP) 1-13 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. BOORA-SPECIFICATIONS All Specifications are dated July 3, 2014 DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 007000 General Conditions 1 AIA Document A201, General Conditions of the Contract for Construction 1-50 007300 Wage Rate Requirements 1-7 DIVISION 01 - GENERAL REQUIREMENTS 011000 Summary of Work 1-3 012100 Allowances 1-2 013000 Submittals and Substitutions 1-7 Substitution Request Form 1-2 013250 Project Close -Out Submittals 1-2 015000 Temporary Facilities and Controls 1-3 Page 5of8 BALD'N&NELL Attachment" F", of Proposal Letter dated September 19, 2014 c0NsraUC710NOMPANY Bid Package No. 2 017000 Cleaning 1-2 DIVISION 02 - EXISTING CONDITIONS - Not Used DIVISION 03 - CONCRETE 033301 Epoxy Concrete Sealer 1 DIVISION 04 - MASONRY - Not Used DIVISION 05 - METALS 055500 Steel Stairs and Railing 1-4 DIVISION 06. WOOD PLASTICS AND COMPOSITES 061000 Rough Carpentry 1-3 064000 Architectural Woodwork 1-5 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 078500 Firestopping 1-6 079000 Joint Sealants 1-6 079500 Expansion Control 1-4 DIVISION 08 - OPENINGS 081000 Hollow Metal Doors and Frames 1-5 082000 Wood Doors 1-5 083100 Ail -Glass Entrances and Storefronts 1-3 087000 Hardware 1-6 088000 Glazing 1-4 DIVISION 09 - FINISHES 092500 Gypsum Drywall 1-10 092700 Drywall Shaft Systems 1-5 093100 Tile 1-6 095100 Acoustical Ceilings 1-3 096610 Resilient Linoleum Sheet Flooring 1-7 096750 Seamless Epoxy Flooring 1-4 096800 Carpet 1-6 099000 Painting 1-4 DIVISION 10 - SPECIALTIES 101500 Compartments and Cubicles 1-3 105200 Fire Protection Specialties 1-2 108000 Toilet and Bath Accessories 1-2 109500 Miscellaneous Specialties 1-2 DIVISION 11 - EQUIPMENT - Not Used DIVISION 12 - FURNISHINGS Page 6 of 8 BALDWIN SHELL Attachmenttemb19, 2 4 Proposal Letter dated September 19, 2014 CC N S T R U E T ION C O M P A N Y Bid Package No. 2 125200 Mechanical Window Shades 1-3 DIVISION 13 - SPECIAL CONSTRUCTION - Not Used DIVISION 14 - CONVEYING EQUIPMENT SYSTEMS - Not Used DIVISION 21 - FIRE SUPPRESSION 21 1000 Water -Based Fire -Suppression Systems 1-11 DIVISION 22 - PLUMBING 220010 General Plumbing Requirements 1-23 220015 Coordination 1-3 220500 Common Work Results for Plumbing 1-12 220515 Basic Piping Materials and Methods 1-12 220516 Expansion Fittings and Loops for Plumbing Piping 1-3 220519 Meters and Gauges for Plumbing Piping 1-4 220523 General -Duty Valves for Plumbing Piping 1-8 220529 Hangers and Supports for Plumbing Piping 1-6 220550 Vibration Isolation for Plumbing Piping & Equipment 1-12 220553 Identification for Plumbing Piping & Equipment 1-8 220700 Plumbing Insulation 1-9 221100 Water Distribution Piping & Specialties 1-17 221111 Mechanically Joined Plumbing Piping Systems 1-8 221300 Sanitary Drainage & Vent Piping & Specialties 1-15 221400 Storm Drainage Piping & Specialties 1-11 224000 Plumbing Fixtures 1-14 227000 Natural Gas Systems 1-13 DIVISION 23 - HEATING VENTILATING AND AIR CONDITIONING 230010 General Mechanical Requirements 1-17 230015 Electrical Coordination for Mechanical Equipment 1-3 230500 Common Work Results for HVAC 1-9 230510 Basic Piping Materials and Methods 1-8 230513 Common Motor Requirements for HVAC Equipment 1-6 230514 Variable Frequency Drives 1-9 230519 Meters and Gauges for HVAC Piping 1-5 230523 General -Duty Valves for HVAC Piping 1-9 230529 Hangers and Supports for HVAC Piping and Equipment 1-6 230550 Vibration Isolation for HVAC Piping & Equipment 1-8 230553 Identification for HVAC Piping and Equipment 1-8 230593 Testing, Adjusting, and Balancing for HVAC 1-8 230700 HVAC Insulation 1-8 230923 Direct -Digital Control for HVAC 1-20 232113 Hydronic Piping 1-13 232300 Refrigerant Piping 1-9 233113 Metal Ducts 1-15 233300 Air Duct Accessories 1-9 Page 7 of 8 BALDIN N ����� Attachmentptemb19, 20 of Proposal Letter dated September 19, 2t]14 CoNSTKUCT10N COMPANr Bid Package No. 2 233416 Centrifugal HVAC Fans 1-6 233423 HVAC Power Ventilators 1-6 233600 Air Terminal Units 1-4 233713 Diffusers, Registers & Grilles 1-5 233723 HVAC Gravity Ventilators 14 235100 Breechings, Chimneys and Stacks 1-4 236313 Air -Cooled Refrigerant Condensers 1-5 237313 Modular Indoor Central Station Air Handling Units 1-9 238123 Computer Room Air -Conditioning 1-5 238413 Humidifiers (Dispersion Type) 1-4 238500 Electric Heating Units 1-3 DIVISION 26 - ELECTRICAL 260010 General Electrical Requirements 1-20 260500 Common Work Results for Electrical 1-12 260502 Equipment Wiring Systems 1-3 260519 Low Voltage Electrical Power Conductors and Cables 1-10 260526 Grounding and Bonding for Electrical Systems 1-11 260529 Hangers and Supports for Electrical Systems 1-6 260533 Raceway and Boxes for Electrical Systems 1-16 260553 Identification for Electrical Systems 1-8 260573 Overcurrent Protective Device Coordination Study 1-8 262200 Low -Voltage Transformers 1-8 262416 Panelboards 1-12 262726 Wiring Devices 1-9 262813 Fuses 1-4 262816 Enclosed Switches and Circuit Breakers 1-7 265100 Interior Lighting 1-19 DIVISION 27 - COMMUNICATIONS - Not Used DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 281111 Digital, Addressable Fire -Alarm System 1-12 DIVISION 31 - EARTHWORK - Not Used DIVISION 32 - EXTERIOR IMPROVEMENTS - Not Used DIVISION 33 - UTILITIES - Not Used Page 8of8 BALOWIIN SNELL CONSTRUCTI0N COMPANY Attachment "G" of Proposal Letter Dated September 19, 2014 Bid Package No. 2 Attachment "G" Bid Packa a No. 2 - S rin Street Parkin Deck List of Drawings GARVER DRAWINGS No Title Date G001 Cover Sheet July 2014 G002 Index of Sheets July 2014 SURVEY V101 Site Plat, General Notes, and Legend July 2014 V102 Easement Dedication Plat July 2014 V103 Existing Topographic Survey July 2014 CIVIL C001 City of Fayetteville General Notes 1 July 2014 C002 Maintenance of Traffic/Staging Plan July 2014 C101 Site Layout and Erosion Control Plan July 2014 C102 Grading and Drainage Plan 1 July 2014 C103 Grading and Drainage Plan 2 July 2014 C104 Grading and Drainage Plan 3 July 2014 C105 Utility Plan July 2014 C106 South Retaining Wall Plan and Profile July 2014 C501 Site Details 1 July 2014 C502 Site Details 2 July 2014 C503 Site Details 3 July 2014 C504 Site Details 4 July 2014 C505 Site Details 5 July 2014 C506 Site Details 6 July 2014 C507 Site Details 7 July 2014 SI-2 AHTD Standard Drawing 2-27-14 LANDSCAPING L101 Tree Preservation Plan July 2014 L102 Landscaping Plant July 2014 L103 Landscaping Plan 2 July 2014 L104 Landscaping Plan 3 July 2014 L501 Landscaping Details July 2014 ARCHITECTURAL A000 General Notes July 21, 2014 A015 Window Schedule July 21, 2014 A016 Window Schedule July 21, 2014 A017 Door Schedule, Glazing Schedule July 21, 2014 A020 Code Analysis Summary July 2014 Page 1 of 6 Attachment "G" of BALDWIIH ;NEL� Proposal Leiter Dated September 1e, 2o C 0 N S T R U C T 1 0 N COMPANY Bid Package No. 2 A021 Level B2 Life Safety Plan July 2014 A022 Level B1 Life Safety Plan July 2014 A023 Level 1 Life Safety Plan July 2014 A024 Level 2 Life Safety Plan July 2014 A025 Level 3 Life Safety Plan July 2014 A026 Existing WAC Review Plan July 2014 A100 Building Plans July 2014 A101 Building Plans July 2014 A102 Building Plans July 2014 A103 Building Plans July 2014 A110 NLB Basement Plan July 2014 A111 NLB Plan July 2014 A112 Enlarged Liner Building Plans July 2014 A200 Exterior Elevations July 2014 A201 Exterior Elevations July 2014 A210 Building Sections July 2014 A211 Building Sections July 2014 A400 Enlarges Stair Plans and Elevations July 2014 A401 Enlarged Core Stair Plans July 2014 A402 South and East Liner Buildings Enlarged Plans July 2014 A500 Wall Sections July 21, 2014 A501 Wall Sections July 21, 2014 A502 Wall Sections July 21, 2014 A503 Wall Sections July 21, 2014 A504 Wall Sections July 21, 2014 A505 Wall Sections July 21, 2014 A606 Wall Sections July 2014 A507 Wall Sections July 21, 2014 A700 Details July 21, 2014 A701 Details July 21, 2014 A702 Details July 21, 2014 A703 Details July 21, 2014 A704 Details July 21, 2014 A710 Details July 21,2014 A711 Details July 21,2014 A712 Details July 21, 2014 A713 Details July 21, 2014 STRUCTURAL S001 General Notes July 2014 S002 General Notes July 2014 S003 General Notes July 2014 S101 Foundation Plan - Parking Deck July 2014 S102 Foundation Plan - North Liner Building July 2014 S103 Framing Plan & Mezzanine Framing Plan - North Liner Building - L1 July 2014 Page 2 of 6 BALD 'H&;NELL Attachment 20 of Proposal Letter dated September 19, Q14 C0 NSTaUCIIaNOMPANY Bid Package No. 2 S104 Framing Plan - North Liner Building - Level 2 July 2014 S105 Framing Plan - North Liner Building - Roof July 2014 S201 Bracing Elevations, Sections, & Details July 2014 S301 Foundation Sections I July 2014 S302 Foundation Sections II July 2014 S303 Foundation Sections III July 2014 S304 Foundation Sections IV July 2014 S305 Foundation Sections V July 2014 S306 Foundation Sections VI July 2014 S307 Foundation Sections VII July 2014 S308 Foundation Sections Vill July 2014 S309 Framing Sections I July 2014 S310 Framing Sections II July 2014 S311 Framing Sections III July 2014 S312 Framing Sections IV July 2014 S313 Framing Sections V July 2014 S401 Enlarged Plans July 2014 S501 Standard Foundation Details I July 2014 S502 Standard Foundation Details 11 July 2014 S503 Standard Framing Details I July 2014 MECHANICAL M101 Parking Deck Level B2 HVAC Plan July 2014 M102 Parking Deck Level B1 HVAC Plan July 2014 M103 Parking Deck Level 1 HVAC Plan July 2014 M104 Parking Deck Level 2 HVAC Plan July 2014 M105 Parking Deck Level 3 HVAC Plan July 2014 M501 Details July 2014 M601 HVAC Schedules July 2014 ELECTRICAL E001 Notes, Legend and Abbreviations July 2014 E101 Level B2 Electrical Plan July 2014 E102 Level 131 Electrical Plan July 2014 E103 Level 1 Electrical Plan July 2014 E104 Level 2 Electrical Plan July 2014 E105 Level 3 Electrical Plan July 2014 E501 Electrical One -Line Diagram July 2014 E502 Electrical Schedules I July 2014 ES101 Site Electrical Plan July 2014 ES501 Site Electrical Details July 2014 PLUMBING P001 Notes, Legend and Abbreviations July 2014 P101 Parking Deck Level B2 Piping Plan July 2014 P102 Parking Deck Level 131 Piping Plan July 2014 P103 Parking Deck Level 1 Piping Plan July 2014 Page 3 of 6 Attachment "G" of BALOWIN SBidPaCkage No. 2 NELL Proposal Letter Dated September 20 C0 NsTRUCIJ0N COMPANY ge2 P104 Parking Deck Level 2 Piping Plan July 2014 P106 Parking Deck Level 3 Piping Plan July 2014 P106 Enlarged Plans July 2014 P107 Parking Deck Underslab and Foundation Drain Layout July 2014 P501 Details I July 2014 P502 Details II July 2014 P503 Details III July 2014 P601 Plumbing Schedules July 2014 PARKING DECK AP101 Level B1 Plan July 2014 AP102 Level 1 Plan July 2014 AP103 Level 2 Plan July 2014 AP104 Level 3 Plan July 2014 AP501 Pavement Marking Details July 2014 AP511 Signage Details July 2014 AP512 Slgnage Details July 2014 AP521 Sign Mounting Details July 2014 AP601 Sign Schedules & Graphic Components July 2014 SF000 General Notes July 2014 SF001 General Notes July 2014 SF002 Statement of Special Inspections July 2014 SF101 Level B1 Plan July 2014 SF102 Level 1 Plan July 2014 SF103 Level 2 Plan July 2014 SF104 Level 3 Plan July 2014 SF301 Building Section July 2014 SF302 East Elevation July 2014 SF401 Enlarged Stair No. 2 Plans July 2014 SF402 Enlarged Stair No. 2 Plans July 2014 SF411 Enlarged Stair/Elevator No. 1 Plans July 2014 SF412 Enlarged Stair/Elevator No. 1 Plans July 2014 SF421 Enlarged Plan Details July 2014 SF501 Slab on Grade Details July 2014 SF502 Slab on Grade Details July 2014 SF511 CIP Column Details July 2014 SF521 PT Framing Details July 2014 SF522 PT Framing Details July 2014 SF523 PT Framing Details July 2014 SF524 Structural Details July 2014 SF525 Structural Details July 2014 SF531 PT Slab Details July 2014 SF541 Waterproofing Details July 2014 SF542 Waterproofing Details July 2014 Page 4 of 6 Attachment "G' of BALDWIN&;NELL Proposal Letter Datec! September o. 2CONSTRUCTIONG0MPANY Bid Package geNo. SF543 Waterproofing Details July 2014 SF551 Standard & Miscellaneous Details July 2014 SF561 Enlarged Plan Details July 2014 SF562 Enlarged Plan Details July 2014 SF563 Enlarged Plan Details July 2014 SF564 Enlarged Plan Details July 2014 SF565 Enlarged Plan Details July 2014 SF566 Enlarged Plan Details July 2014 SF567 Structural Details July 2014 SF568 Structural Details July 2014 SF611 CIP Column Details July 2014 SF621 PT Beam & Girder Schedule July 2014 SF622 PT Beam & Girder Details July 2014 SF631 RC Beam Schedule & Details July 2014 BOORA DRAWINGS No Title Date A000 Cover Sheet 7.31,2014 G101 Code Analysis Plan July 11, 2014 ARCHITECTURAL A001 Architectural Abbreviations, Symbols & Notes July 11, 2014 A002 Interior Wall/Floor Assemblies July 11, 2014 A003 Wall Assembly Details/Ceiling Assemblies July 11, 2014 A100 Basement Floor Plan July 11, 2014 A101 First Floor Plan July 11, 2014 A102 Second Floor Plan July 11, 2014 A150 Basement Reflected Ceiling Plan 7.31.2014 A151 First Floor Reflected Ceiling Plan 7.31.2014 A152 Second Floor Reflected Ceiling Plan 7.31.2014 A200 Interior Elevations July 11, 2014 A301 Building Sections July 11, 2014 A401 Stair Plan and Sections July 11, 2014 A402 Railing Elevations and Details July 11, 2014 A450 Enlarged Toilet Plans July 11, 2014 A451 Enlarged Toilet Plans July 11, 2014 A561 Details July 11, 2014 A591 Millwork July 11, 2014 A601 Door and Room Finish Schedule July 11, 2014 FIRE PROTECTION FP000 Fire Protection Symbols Legend 7.11.2014 FP100 Basement Fire Protection Plan 7.11.2014 FP101 First Floor Fire Protection Plan 7.11.2014 FP102 Second Floor Fire Protection Plan 7.11.2014 Page 5 of 6 Attachment "G' of BALDWIN SNELL Proposal Letter dated September 19, CONStRUCTION COMPANY Bid Package geNo. 2 o. FP301 Fire Protection Details 7.11.2014 PLUMBING P000 Plumbing Symbols Legend 7.11.2014 P101 Basement Waste & Vent Plan 7.31.2014 P102 First Floor Waste & Vent Plan 7,11.2014 P103 Second Floor Waste & Vent Plan 7.11.2014 P111 Basement Water & Gas Plan 7,31.2014 P112 First Floor Water & Gas Plan 7.11.2014 P113 Second Floor Water & Gas Plan 7.11.2014 P301 Plumbing Riser Diagrams 7.31.2014 P401 Plumbing Schedules 7.312014 P501 Plumbing Details 7.11.2014 MECHANICAL M000 Mechanical Symbols Legend 7,11.2014 M100 Basement Ductwork Plan 7.31.2014 M101 First Floor Ductwork Plan 7.11.2014 M102 Second Floor Ductwork Plan 7.11.2014 MP103 Roof Mechanical Plumbing Plan 7.11.2014 M110 Basement Piping Plan 7.31.2014 M401 Mechanical Schedules 7.11.2014 M402 Mechanical Schedules 7.31.2014 M501 Mechanical Details 7.11.2014 M502 Mechanical Details 7,31.2014 M601 Mechanical Controls 7,11.2014 M602 Mechanical Controls 7.11.2014 ELECTRICAL E000 Electrical Symbols Legend 7.11.2014 Ell 00 Basement Power Plan 7.31.2014 E101 First Floor Power Plan 7.11.2014 E102 Second Floor Power Plan 7.11.2014 E103 Roof Power Plan 7.11.2014 E111 Basement Lighting Plan 7.31.2014 E112 First Floor Lighting Plan 7.31.2014 E113 Second Floor Lighting Plan 7.31.2014 E121 Basement Special Systems Plan 7.31.2014 E122 First Floor Special Systems Plan 7.11.2014 E123 Second Floor Special Systems Plan 7.11.2014 E201 Electrical One -Line Diagrams 7.11.2014 E301 Electrical Schedules 7,11.2014 E302 Electrical Schedules 7,11.2014 Page 6 of 6 BALIWIN&SHELL C 0 N S T R U C T i 0 N C O M P A N Y Attachment " H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 Attachment "H" Bid Package No. 2 - Spring Street Parking Deck ADDENDA ADDENDUM No.1 GARVER Issued July 22, 2014 Specifications Section Number Title Pages 00 01 00 Table of Contents 1-4 031000 Concrete Formwork - Parking Deck Superstructure 1-6 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 07 21 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 07 41 13 Metal Roof Panels 1-13 07 81 00 Applied Fireproofing 1-5 08 41 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0851 13 Aluminum Windows 1-8 08 80 00 Glazing 1-8 0891 10 Glazed Aluminum Curtain Walls 1-9 09 91 23 Interior Paint 1-7 10 44 00 Fire Protection Specialties 1-4 3341 19 Pipe Laying 1-1 Drawings No Title Date G002 Index Sheet 7/21/2014 C105 Utility Plan 7/21/2014 V102 Easement Dedication Plat 7/2112014 A000 General Notes 7/21/2014 A015 Window Schedule 7/21/2014 A016 Window Schedule 7/21/2014 A017 Door Schedule, Glazing Schedule 7/21/2014 A500 Wall Sections 7/21/2014 A501 Wall Sections 7/21/2014 A502 Wall Sections 7/21/2014 A503 Wall Sections 7/21/2014 A504 Wall Sections 7/21/2014 A505 Wall Sections 7/21/2014 A506 Wall Sections 7/21/2014 A507 Wall Sections 7/21/2014 A700 Details 7/21/2014 A701 Details 7/21/2014 A702 Details 7/21/2014 A703 Details 7/21/2014 1 of 4 BALDWIN&SNELL C0NSTAUcT10N COMPANY Attachment "H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 A704 Details 7/21/2014 A710 Details 7/21/2014 A711 Details 7/21/2014 A712 Details 7121 /2014 A713 Details 7/21/2014 S103 Structural Framing Plan & Mezzanine Framing Plan -North Liner Building 7/21/2014 S309 Framing Sections 1 7/21/2014 S310 Framing Sections II 7/21/2014 S313 Framing Sections V 7/21/2014 ADDENDUM No. 2 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued July 31, 2014 Drawings No Title Date A100 Basement Floor Plan 7/31/2014 All50 Basement Reflected Ceiling Plan 7/31/2014 A151 First Floor Reflected Ceiling Plan 7/31/2014 A152 Second Floor Reflected Ceiling Plan 7/31/2014 M100 First Floor Ductwork Plan 7/31/2014 M110 Basement Piping Plan 7/31/2014 M402 Mechanical Schedules 7/31/2014 M502 Mechanical Details 7/31/2014 El00 Basement Lighting Plan 7/31/2014 E111 Basement Lighting Plan 7/31/2014 El12 First Floor Lighting Plan 7/31/2014 El13 Second Floor Lighting Plan 7/31/2014 El21 Basement Lighting Plan 7/31/2014 P101 Basement Waste and Vent Plan 7/31/2014 P111 Basement Water and Gas Plan 7/31/2014 P301 Plumbing Riser Diagrams 7/31/2014 P401 Plumbing Schedules 7/31/2014 ADDENDUM No. 3 GARVER Issued August 8, 2014 Drawings No Title Date G002 Index of Sheet 8/08/2014 C101 Site Layout and Erosion Control 8/08/2014 C102 Grading and Drainage Plan 1 8/08/2014 C103 Grading and Drainage Plan 2 8/08/2014 C104 Grading and Drainage Plan 3 8/08/2014 C105 Utility Plan 8/08/2014 C106 South Retaining Wall Plan and Profile 8/08/2014 2of4 BALBWIN&SNELL C0NSTFtUGT10N C 6MPANY L101 Tree Preservation Plan L102 Landscaping Plan 1 L103 Landscaping Plan 2 L104 Landscaping Plan 3 L601 Landscaping Details ADDENDUM No. 4 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 13, 2014 Drawings No Title A601 Door and Room Finish Schedule ADDENDUM No. 5 GARVER Issued August 8, 2014 Drawings Attachment "H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 8/08/2014 8/08/2014 8/08/2014 8/08/2014 8/08/2014 Date 8/13/2014 No Title Date 0002 Index Sheet 8/19/2014 A015 Window Schedule 8/19/2014 A018 Window Schedule 8/19/2014 A502 Wall Sections 8/19/2014 A703 Details 8/19/2014 A704 Details 8/19/2014 A710 Details 8/19/2014 A711 Details 8/19/2014 SF000 General Notes 8/19/2014 ADDENDUM No. 6 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 19, 2014 Drawings No Title Date A401 Stair Plan and Sections 8/19/2014 A402 Railing Elevations and Details 8/19/2014 ADDENDUM No. 7 GARVER Issued August 20, 2014 Specifications Section Number Title Pa_ cIes 101400 Signage - Parking Garage 1-7 3of4 BALOW N&SHELL C 0 N S T R U C T 1 0 N C O M P A N Y Drawings No Title G002 Index of Sheets AP101 Level131 Plan AP102 Level 1 Plan AP511 Signage Details AP601 Sign Schedules & Graphic Components Attachment "H", of Proposal Leifer Dated September 19, 2014 Bid Package No. 2 Date 8/2012014 8/2012014 8/20/2014 8/20/2014 8/20/2014 4 of 4 This was in the tentative agenda and replaced with all new information C.6 Baldwin & Shell Construcion ,:. City of Fayetteville, Arkansas No.2 Fayetteville. AR 72f?Age 1 of 34 47M75-83 TDD - 479-521-1316 Text File File Number: 2014-0419 Agenda Date: 10/7/2014 Version: 1 Status: Agenda Ready In Control: City Council File Type: Resolution Agenda Number: C. 6 A RESOLUTION TO AUTHORIZE AMENDMENT NO.2 TO THE CONTRACT WITH BALDWIN & SHELL CONSTRUCTION COMPANY FOR CONSTRUCTION PHASE SERVICES FOR THE SPRING STREET PARKING DECK PROJECT, AND TO APPROVE A BUDGET ADJUSTMENT BE IT RESOLVED BY THE CITY COUNCIL OF THE CITY OF FAYETTEVILLE, ARKANSAS: Section 1. That the City Council of the City of Fayetteville, Arkansas hereby authorizes Amendment No. 2 to the contract with Baldwin & Shell Construction Company for construction phase services for the Spring Street Parking Deck Project. Section 2. That the City Council of the City of Fayetteville, Arkansas hereby approves a budget adjustment, a copy of which is attached to this Resolution. City of Fayetteville, Arkansas page 1 I Printed on 9/2512014 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion Company Amendment No. 2 City of Fayetteville Staff Review Form Page 2 of 34 2014-0419 Legistar File ID 1a/7/2014 City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Jeremy Pate 9/23/2014 Development Services / Development Services Department Submitted By Submitted Date Division / Department Action Recommendation: Approval of Contract Amendment No. 2 with Baldwin & Shell Construction Company for full construction phase services of the Spring Street Municipal Parking Deck, and approval of a budget adjustment, Budget Impact: 4560.9560.5804.00 Account Number 11028.1203 Project Number Parking Deck Project Expenses Fund Entertainment District Parking Project Title Budgeted Item? Yes Current Budget Funds Obligated Current Balance Does item have a cost? Yes Item Cost Budget Adjustment Attached? Yes Budget Adjustment Remaining Budget Previous Ordinance or Resolution # 135-14 Original Contract Number: Comments: Approval Date: V20140710 This was in the tentative agenda and replaced with all new information G_ s Baldwin & Shell Construcion CITY OF Company Amendment No. 2 Page 3 of34 a UVIk e CITY COUNCIL AGENDA MEMO AS MEETING OF OCTOBER 07, 2014 TO: Mayor and City Council THRU: Don Marr, Chief of Staff FROM: Jeremy Pate, Development Services Director DATE: September 23, 2014 SUBJECT: Spring Street Parking Deck -Amendment No. 2 to the Contract with Baldwin and Shell RECOMMENDATION: Staff recommends approval of a resolution to approve contract amendment No. 2 with Baldwin & Shell Constructon Company in an amount not to exceed $10,402,583 for construction phase services related to construction of the Spring Street Municipal Parking Deck and Walton Arts Center Administration offices/backstage expansion area. When added to Bid Package No. 1, the Total GMP is $10,850,531. Included with this approval is a budget adjustment to facilitate the funding of this project. BACKGROUND: The City of Fayetteville is constructing a parking deck in the downtown area/entertainment district on the northwest corner of School Avenue and Spring Street, adjacent to and southeast of the Walton Arts Center (WAC) facility. The objective is to relieve current parking shortfalls and to create supply in an area anticipated to see increased parking demand. Garver, LLC has led the design team for engineering and architectural services thus far on the project, coordinating with the City's team and in collaboration with the WAC and Boora Architects. Baldwin and Shell Construction Company was selected in April of 2013 to provided professional construction management services for this project. Services under the selection cover both preconstruction and construction phases of the work for the parking deck. A preconstruction phase service contract in the amount of $40,000 was awarded at that time, with the objective of providing the design team with detailed contractor perspective input, including cost estimating at various points of in the design process. It has been through this estimating service that the design team has been able to make informed design decisions to reduce cost in the overall project from initial estimates. Under the Construction management process, bids are publicly advertised and opened, and the Construction Manager establishes a Guaranteed Maximum Price based upon these bids. The initial phase of construction (mobilization, demolition and excavation) was advertised for public bids and awarded in July in the amount of $447,948. Work was initially set to begin in earnest in August, but based upon much higher than expected bids received at the bid opening on August 22 for the remainder of the project, the Mayor delayed the commencement of Mailing Address: 113 W. Mountain Street www.fayettevilte-ar.gov Fayetteville, AR 72701 This was in the tentative agenda and replaced with all new inforM4,W a Shell Construcon Company Amendment No. 2 Page 4 of 34 construction until staff could work with our design and construction management te�d--------w more viable way to proceed. On August 26, 1 reported to the Council that the construction costs as bid were at $12.2 million, or $2.4 million above the previous estimate. Combined with additional estimated costs such as utility relocation, testing services, construction administration, fees, etc. staff was estimating the project was at a deficit of $5.3 million from the original budget established in 2012. It was with this in mind that we went back to Garver and Baldwin & Shell to establish a better path forward, estimated a month's delay to finalize a recommendation. DISCUSSION: In the past month, the City and design teams have been working on several options to present to the Council. This contract amendment represents, in our opinion, the best path forward to construct this important infrastructure investment within the heart of our downtown cultural arts and entertainment district. Following are important points to consider with this proposal: 1) Baldwin & Shell has prepared a competitive proposal to manage the concrete work themselves, rather than pay for a "turn -key" contractor to do the work. This particular bid on the market was extremely high, and Baldwin & Shell have managed to reduce this cost by approximately $1.1 million by self -performing the work. These savings are factored into the GMP. 2) Negotiations with sub -contractors, changes in specifications and identifying negotiated changes within the project have thus far resulted in a net savings of approximately $350,000. Staff for both the City and WAC continues to work on a few remaining items to further reduce the cost. Any additional changes agreed upon prior to the City Council meeting on October 07 will be incorporated into a revised Guaranteed Maximum Price (GMP); changes that reduce the overall cost after the GMP has been established and approved can be approved by Change Order. Savings of $350,000 have been factored into the GMP; additional savings are being considered that have not been factored into the GMP. 3) Staff has identified a couple items within the project that the City can self -perform that results in savings. Specifically, the City Transportation Dept. can trench and install conduit for underground utilities along Spring Street. We are also evaluating the cost difference for the City to install sidewalks, street trees, etc., but have not yet made a final decision. These savings have not yet been factored into the GMP. 4) We are receiving new bids on 4 trade packages that either came in well over budget, had no bids or a single bid: Miscellaneous Steel ($640,000), Weathered Steel Panels and Green Screen System ($92,000), Metal Wall Soffit Panels ($326,268), and Fiber Cement Wall Panels ($107,397). The amounts here represent allowances that Baldwin & Shell has estimated and included in the GMP. It is our hope that with re -bidding these particular packages, these costs will be reduced and included in a new GMP by the October 07 meeting. Bids will not be received until October 02, so staff will send out a revised packet and GMP to all Council members as soon as we are able in advance of the meeting. These potential savings have not yet been factored into the GMP. 5) Staff has negotiated the outside contracts necessary for the project, with an approximate savings of $150,000. These savings are factored into separate agreements for Council consideration. 6) The bids originally opened on August 22 are valid for 60 days. This places the Council's consideration of this proposal on a timeframe of either October 07 or October 21. October 21 would represent the 60th day, therefore at the risk of changing the GMP after initial submittal, staff has asked the Council to consider this item on the October 07 C. 6 This was in the tentative agenda and replaced with all new �trucion Company Amendment No. 2 Page 5 of 34 ._...._meeting. Thiswouldalso reduce the delay in getting contractom-mobftedan-them-to begin work. The current GMP proposal for Bid Package No. 2 is $10,402,483. Together with Bid Package No. 1, the design contract, testing services contract, Construction Administration contract, WAC expenses, utility relocation agreements, and a contingency amount, the total expenditures for this project are $12,6;84,119. Compared to the funds available for the project through the Bond Issue, Parking Revenue, Drainage Funds, and the Walton Arts Center's estimated contribution to the project for the areas of their responsibility, the funding gap is currently at $3 67,9 . Staff proposes the following: 1) Appropriate $1,500,000 received from the Walton Arts Center Governance amendments back to the Walton Arts Center campus and the parking deck that will serve the entire area. 2) Appropriate $2,372067 out of General Fund Reserves to cover the balance, with the intent to repay this amount over time from additional revenue received from the parking deck utilization. Staff will revise the use of General Fund Reserves as additional negotiated changes are accepted above and beyond those that already have been, and with the bids received on October 02. As staff has updated the Council on several occasions, cost estimates have consistently been higher than our initial budget established with the parking revenue bonds. There has been much time and effort put into cost estimating, design changes and overall systems evaluation to provide a project that meets the expectations of all involved, including multiple public input sessions before design was started. Staff has taken the input given from the Council and the public to design the deck structure to incorporate liner buildings at the south and east corners, in addition to the liner building along the north side of the deck that will house the Walton Arts Center Administrative Headquarters and back -of -house space, which is absolutely necessary for the Walton Arts Center to expand at their current location. We were able to accomplish most, but not all, requests of the Council. The exterior elements that create the architectural interest of the facade have remained, and our value engineering and design changes have focused on structural and interior systems, specifications and elements. This completes the procurement process for construction phase services. It must be noted that the City has not allocated a great deal of contingency with this contract. Attached to this memo is the Guaranteed Maximum Price Amendment, serving as Exhibit A to the already approved contract with Baldwin & Shell. The contract agreement is between the City of Fayetteville and Baldwin & Shell as our construction manager, and includes the construction services identified and described in the subsequent attachments, along with specified negotiated changes, qualifications and modifications to construction specifications, drawings, etc. BUDGETISTAFF IMPACT: Funding for this contract is coming from parking revenue bond proceeds, parking funds budgeted for the project, drainage funds allocated for improvements along Spring Street and the balance from General Fund Reserve. At the current time, the impact to the General Fund Reserve is $21,372,067. Attachments: Parking Deck Funding/Cost Summary C. 6 This was in the tentative agenda and replaced with all new in�=Uen No. ucion t No. 2 Page 6 of 34 Contract Amend m- ent No. 2 - Guaranteed Maximum Price for Bid Package No. 2 (Incl. Attachments) 4 � e. 6 City of� w iii hl�rka_n1a1nsasjye ust�md rfplrme{�eg>I�I all new informa gSheliconatrucion Company Amendment No.2 Budget Director Date TYPE: DESCRIPTION: GLDATE: RESOLUTION/ORDINANCE POSTED: TOTAL v.20140829 - - Increase / (Decrease) Project.Sub# Account Number Expense Revenue Project Sub AT Account Name C:\Program Files\Gfanicus\Legistar5\Packet\100714 Tentative Agenda\0014_3_BA_Parking Deck 1 of i C. 6 This was in the tentative agenda and replaced with all new inform4go & Shell merit 2 �ny Amendment No. 2 Spring Street Municipal Parking Deck Cost Summary Page 8of34 __ . 24-Sep-14 Funds I Expenditures Bond Issue $5,857,832 Site Selection/Design $980,725 Parking Revenue $970,458 Pre -Construction Services $40,000 Drainage Funds $75,000 WAC Relocation $6,000 WAC Contribution (Est) $1,908,762 WAC Temporary Offices $108,000 SourceGas Line Relocation $31,844 $8,812,052 AEP Power Line Relocation $66,834 Construction Admin. Services $168,600 Testing Services $120,000 Parking Pay Equipment $100,000 impact and Permit Fees $11,585 Contingency $200,000 Negotiated GMP $10,850,531 $12,684,119 Funding Gap ($3,872,067) Governance Fund Appropriation $1,500,000 Genera! Fund Reserves Appropriation $2,372,067 $0 rC u'i��s • C: n! o :..ti_ - �'-I:siU .,:;:'iI 4,.: L - ' V Jvjo�i '0*sl " a€I I)ivi Cis ` ,, .t I,E..";ti 'his was in the tentative agenda and re JlaceQ wit i 91 new inforl' M��neli construcion Company Amendment No. 2 BALDWIN BNELL Page 9 of 34 September 19, 2014 Mr. Jeremy Pate, Director Development Services City of Fayetteville 113 West Mountain Fayetteville, AR 72701 Re: Spring Street Parking Deck Proposal - Bid Package No. 2 Dear Jeremy, We are pleased to present this proposal for Bid Package No. 2 for the Spring Street Parking Deck and North Liner Building. This proposal is resultant of the public bid opening we conducted on August 22, 2014, subsequent negotiations with our low subcontractors, and multiple meetings with both the design team and city staff. Proposed Guaranteed Maximum Price (GMP) for Bid Package No. 2: $10,402,583 (including currently accepted Negotiated Changes, refer to Attachments "B" & "C".) Current Contract (Bid Package No. 1) 447,948 Total Proposed GMP $10,850,531 Refer to Attachment "A" for itemized breakdown of this proposal. We have estimated construction duration of 365 calendar days to achieve Substantial Completion. We are pleased to present the following Deductive Alternates for your consideration: 1. Delete installation of buried conduits for undergrounding of overhead utilities along Spring Street. (City to self -perform.) Deduct $ 99,858 2. Delete sidewalks, street trees, grates, structural soil, street lights, irrigation along Spring and School Streets. (City to self -perform.) Deduct $ 109,300 Due to insufficient coverage on some bid packages on bid day we have established the following Allowances which are included in the Proposed GMP. For the packages noted "to re -bid" we have solicited bidders and established a bid date of October 2, 2014. • $640,000 Miscellaneous Steel • $ 92,000 Weathered Steel Panels and Green Screen System • $326,268 Metal Wall & Soffit Panels • $107,397 Fiber Cement Wall Panels 593 Horsebarn Haad. 'Sui'o 100 • RDge.s: AR 72758 • 477 ,815,1111{ pi • 4 7 9.945,1115,t, �vww:6aidwinshelf.cont This was in the tentative agenda and replaced with all new infamaliQuonstrucion Company Amendment No, 2 Page 10 of 34 Please note the following Qualifications to this proposal: • Pricing is based on Specifications, Drawings, and Addenda as listed in Attachments "F", "G", & «H„ • Building concrete work will be performed under multiple packages in lieu of a single turnkey package. • Refer to Attachment "D" for list of Qualifications and Modifications associated with the concrete work and specifications. • Our Agreement with the Owner (AIA Document A133-2009) will be amended to include Boora Architects Inc. as Architect of Record for the North Liner Building. • Monthly payment applications will be sent directly to the City of Fayetteville. • Contingency is for the sole use of the Construction Manager/General Contractor. • Additional time will be granted for adverse weather conditions. - Please note the following Exclusions: • Building Permit Fees • Impact fees / utility connection fees • Utility company charges • Rock excavation • Undercut of unsuitable soils beyond allowance (18" below bottom of garage slab on grade) Please note the following Unit Prices: 1. Trench rock excavation. $215 / C.Y. 2. Drilled pier unit prices, please refer to Attachment "E" The prices represented in this proposal are valid through October 10, 2014. Please do not hesitate to contact me if you have any questions whatsoever. We are ready to be of service. Sincerely, BALDWIN & SHELL CONSTRUCTION COMPANY C��o Patrick Tenney, IA 5Pr sident Northwest Ark sas ion Cc: Mr. Ron Petrie, P.E. Enclosures H:1Jobs1NW Arkansas Jobs12258 - Fayetteville Entertainment Parking DecklContract Documents & Change OrdersiOwner Contract & Change OrderslContract & Exhibits This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion BALDWIN HELL Proposal Letter Dated September Pgg30i'4 flof 34 i o N s T R U C T I o N C 0 M P A N Y Bid Package No, 2 PROJECT NAME : Spring Street Parking Garage / North Liner Breakdown & Cost Allocation DATE : 9/19/14 GMP AMOUNT: $10,850,531 BUILDING AREA : 102,551 1 2 3 4 NO. ITEM NAME COST DECK BSM'T SHELL BSM'T F.O. GROUND & 2nd TOTAL 600 Performance Bond 71,558 46,401 3,165 5,526 16,4661 71,558 601 Builders' Risk/ Lia.Insurance 74,069 54,833 3,0021 4,551 11,6831 74,069 602J Earthquake Insurance & Deductibles 0 0 0 0 0 0 605 Fringe Benefits 25,000 14,000 2,750 2,750 5,500 25,000 990 Fee 560,522 355,666 25,771 44,996 134,089 560,522 1000 General Conditions 531,986 410,860 94 7,693 113,339 531,986 1011 Contingency 164,933 164,933 0 0 0 164,933 1060 Permits 1,200 1,200 01 0 01 1,200 1400 Quality Control Testing 0 0 0 0 0 0 1700 Project Clean Up 70,683 55,853 0 3,412 11,418 70,683 2220 Power Co. Underground Conduits 93,000 93,000 0 0 0 93,000 2475 Drilled Piers 255,460 186,400 69,060 0 0 255,460 2630 Storm Drainage, Rain Havest, Backfill 430,000 305,000 125,000 0 0 430,000 2700 Paving & Surfacing 7,500 5,000 01 2,500 01 7,500 2710 Pavement Striping & Speed Bump 4,200 4,200 0 0 0 4,200 2766 Site Concrete Work 131,840 131,840 0 0 0 131,840 2810 Irrigation Sleeves 6,450 6,450 0 0 0 6,450 2900 Landscaping, Irrigation, Tree Grates 90,974 90,974 0 0 0 90,974 3303 Building Concrete Work 3,451,569 3,158,728 207,213 21,833 63,795 3,451,569 35401 Insulating Cementitious Decks 27,100 0 01 0 27,1001 27,100 42001 Masonry & Pavers 33,530 33,530 0 0 0 33,530 5100 Structural Steel 395,539 16,799 19,776 0 358,964 395,539 5120 Steel Erection 112,500 10,000 2500 0 100,000 112,500 5130 Miscellaneous Steel 491,240 506,801 0 0 0 506,801 5140 Bollard Covers & Halfen Anchors 15,561 5700 Weathered Steel Panels & Greenscreens 77,720 77,720 01 0 Ot 77,720 5810 1 Expansion Joint Covers 26,544 26,544 0 0 0 26,544 6100 Rough Carpentry 25,998 3,049 0 7,156 15,793 25,998 6200 Finish Carpentry 50,000 0 0 0 50,000 50,000 6220 Millwork Cabinets 26,562 0 0 5,000 21,562 26,562 7100 Dampproofing & Waterproofing 191,867 166,867 25,000 0 0 191,867 7210 7300 Building Insulation Fluid Applied Air Barrier 0 0 0 0 0 0 0 0 0 5,000 5,000 5,000 74001 Preformed Roofing / Siding & Rigid Ins. 226,268 41,111 0 0 285,1571 326,269 7450 Fiber Cementitious Panel Siding, Trim & Rigid Ins. 107,397 48,859 0 0 58,538 107,397 7500 Membrane Roofing 158,192 52,831 0 0 105,361 158,192 7600 Aluminum Cap Flashing & Sheetmetal 4,341 4,341 0 0 0 4,341 7840 Firestopping. 2,000 400 0 800 800 2,000 7860 Sprayed Fireproofing 22,000 0 0 7,334 14,666 22,000 7900 Caulking & Sealants 0 0 0 0 01 0 8110 Doors / Frames / Hardware 120,492 27,617 0 25,111 67,754 120,482 8220 Misc. Installation 1 10,055 600 0 5,455 4,000 10,055 8400 Entrances & Storefronts 1389,780 127,578 0 1,050 261,152 389,780 9250 Gypsum Board 1 279,2701 13,930 0 80,350 184,990 279,270 1 of 2 This was in the tentative agenda and replaced with all new information onstru on B LDWIN SNELL �� ��� �f"f34 Proposal Leiter Dated September �� ��of 34 CDYSTRutT10N-c0MPANY BidF`ackageNo.2 9400 Seamless Epoxy Floors 8,340 0 0 8,340 0 8,340 9665 All Floor Coverings 108,557 0 0 24,520 84,037 108,557 9900 Painting 78,000 11,500 0 26,550 39,950 78,000 10150 Toilet Partitions 1,602 0 0 0 1,602 1,602 10400 ID Devices & Graphic Allowance 22,000 0 0 0 22,000 22,000 10410 Garage Signage 44,043 44,043 01 0 01 44,043 10520 Fire Extinguishers 5,459 3,939 01 380 1,139 5,458 10800 Toilet Accessories 6,530 0 01 3,819 2,711 6,530 12490 Window Treatment 29,722 0 0 0 29,722 29,722 14200 Elevators 86,000 64,500 0 21,500 0 86,000 14300 Emergency Power 0 0 0 0 0 0 15000 Mechanical 864,639 212,410 1,500 397,338 253,3911 864,639 153R0 Fire Protection 56,792 22,318 9,500 5,424 19,5501 56,792 16000 Electrical 570,263 214,716 01 149,711 205,836 570,263 Negotiated Changes accepted as of 9/19/14 (349,253) (222,851) 01 0 (126,402) (349,253) TOTAL PACKAGE 2 10,402,583 6,599,490 494,331 863,099 2,445,663 10,402,583 TOTAL PACKAGE 1 447,948 407,721 40,227 0 0 447,948 TOTAL PROJECT 10,850,531 7,007,211 534,558 863,099 2,445,663 10,850,531 2of2 This was in the tentative agenda and replaced with all new i ++,, @�i sfruci s �1tNon � �D� � ����� Proposal Letter DatedoSeptember "tqk of 34 Bid Package o. C0HSTAUGT10N C041PARY Spring Street Parking Deck and North Liner Building Bid Package No. 2 Qualifications to Concrete Work 1. Costs for concrete materials are included as follows: (Prices are from Mid Continent Concrete, and secure through March 2015.) a. Costs for 4000 PSI mix with Fly Ash (25%) for Drilled Piers Applications are $94.75 per Cubic yard plus taxes. b. Costs for 3000 PSI mix with Fly Ash (15%) for Non -Structural Exterior Applications such as Sidewalks, Paving and Curb & Gutter $90.75 per cubic yard plus taxes. c. Costs for 5000 PSI mix with Fly Ash (30%) for Parking deck Superstructure Applications are $93.75 per cubic yard plus taxes. d. Costs for 4000 PSI mix with Fly Ash (20%) for Structural Applications other than those listed above for $90.50 plus taxes. e. Costs for AHTD Class S. Mix for Retaining Wall Applications are $92.50. 2. Costs for admixtures used for contractor's means and methods, climate control, workability and early strength are included where applicable and are as follows: a. Heated Water b. Non -Calcium Accelerator 1% included c. Superplasticizer d. All Cement Mix 3. Costs for Chlorine Ion Testing and Shrinkage testing are included at an allowance of $5,000.00. Turn -around time for these tests is approximately 8 weeks. 4. Costs for addition of a concrete shrinkage reducer of any kind are excluded. 5. Costs for addition of a corrosion inhibitor of any kind are excluded. 6. Costs to tape, caulk or any other treatment at form joints are excluded. Form joints will be tightly butted. 7. An allowance for costs of Mockups in the amount of $2,500.00 is included. 8. The Proposal is based on a pour size of approximately 14,000+/- square feet per pour with 2 pours per typical floors. 9. Largest form liner panel size.will be 4x8. 10. Swirl float finish is excluded. Method of placement and finish will be to strike the concrete, float with a channel float followed by a broom finish with amplitude of approximately 1/8". Page 1 of 3 This was in the tentative agenda and replaced with all new information 6 Baldwin & Shell Construcion B�� � �� Proposal Letter Date�B�ptembbeerr A 0 4 Bid Package o of 34 C0USIA0Cf10N C0HPAHY 11. Form liner for Class "C" work will be MDO plywood for suspended decks and metal forms for walls. Modifications to Specifications 1. Refer to Section 03 10 00 (Parking Deck Superstructure): a. Paragraph 2.2 -- Delete Item C. b. Paragraph 3.2 - Delete Item B. c. Paragraph 3.3 -Delete Item B. Form joints will be tightly butted. d. Paragraph 3.4 -Offset for Class C will be %Z". 1. Refer to Section 03 1100: a. Paragraph 1.2 - Delete Item B. No requirement for watertight joint. Form joints will be tightly butted. b. Paragraph 1.2 - Delete Item C. No requirement for watertight joint. Form joints will be tightly butted. c. Paragraph 1.3 (A) -Delete Item 1. d. Paragraph 2.1- Delete Item B. e. Paragraph 2.1(E) - Allow use of wood as chamfer material and delete the requirement of "fully sealed at all edges". f. Paragraph 2.1 (F) - Clarify that requirement for Water Stop Ties applies only to basement walls of occupied and conditioned spaces. g. Paragraph 2.1 (F) - Clarify that requirement for Elastic Vinyl Plug applies only to basement walls of occupied and conditioned spaces. h. Paragraph 3.2 (C) - Replace with: "Locate form joints in a uniform pattern with joints aligned as closely as practical." L Paragraph 3.2 (E) - Delete Item 1. Wall Tolerances will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. j. Paragraph 3.2 (E) - Delete Item 3. Form Offset will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. k. Paragraph 3.3 (K) -Delete Item 3. I. Paragraph 3.3 (J)1-Delete Item b. m. Paragraph 3.3 (L) - Refer to Item 1(a), Change 100% to 70%, n. Paragraph 3.3 (L) - Refer to Item 1(b), Change 48 hours to 24 hours. 3. Refer to Section 03 30 00 (Parking Deck Superstructure): a. Paragraph 1.7 - Delete Item A. Wall in -place will serve as mock-up sample. b. Paragraph 3.4 (B) - Delete Item 3 (b). Follow ACI requirements for Not Weather Concreting. c. Paragraph 3.6 (C) - Delete requirement for Final Light Swirl Float Finish. Finish will be light broom. Use of machine/power trowel/float will be allowed. d. Paragraph 3.6 (D) - Delete requirement for Final Medium Swirl Finish. Finish will be light broom. Use of machine/power trowel/float will be allowed. e. Paragraph 3.8 - Refer to Item A, Add to end of sentence "as closely as practical'. f. Paragraph 3.8 - Delete Item I. Page 2 of 3 BALBWIN SNELL C O N S T R U 0 T 1 O N C 0 41 P A N Y 4. Refer to Section 03 30 00: This was in the tentative agenda and replaced with all new information c. s Baldwin & Shell Construcion Cor#A if ""4946. 2 Proposal Letter Dated September,�Oi1oi 34 Bid Package o. a. Paragraph 2.4 (A) —Refer to Item 3, change 15% to 35%. b. Paragraph 3.12 (B) — Refer to Item 2, Add to end of sentence "as closely as practical'. Page 3 of 3 This was in the tentative agenda and replaced with all new information C.6 Baldwin & Shell Construcion Ba�D����� Co reedieTft'tIVo.2 Proposal Letter dated September Pagg�of 34 C0 NS'IRUC i10N COMPANY Bid Package No, 2 Attachment' ' Bid Package No. 2 - Spring Street Parking Deck Specifications All Specifications are dated July 11, 2014 Specifications Section Number Title Pages GARVER - VOLUME 1 of 2 CONTRACT DOCUMENTS AND GENERAL REQUIREMENTS DIVISION 00 - BIDDING AND CONTRACTING REQUIREMENTS 00 00 01 Certifications 1-4 0001 00 Table of Contents 1-4 00 70 00 AIA 201 - General Conditions of the Contract for Construction 1-50 00 73 00 Wage Rate Requirements 1-5 DIVISION 01 - GENERAL REQUIREMENTS 01 1100 Summary of Work 1 01 1200 Project Meetings 1-2 01 2600 Contract Modification Procedures 1-3 01 31 00 Project Management and Coordination 1-6 01 3200 Construction Progress Documentation 1-5 01 3300 Submittal Procedures 1-5 01 4200 References 1-3 01 4529 Testing Laboratory 1-10 01 5000 Temporary Facilities and Controls 1-8 01 7700 Closeout Procedures 1-3 TECHNICAL SPECIFICATIONS DIVISION 02 - EXISTING CONDITIONS - NOT USED DIVISION 03 - CONCRETE 03 01 00 Concrete Surface Repair 1-6 031000 Concrete Formwork - Parking Deck Superstructure 1-6 0311 00 Concrete Formwork 1-5 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 20 00 Concrete Reinforcement 1-3 0321 00 Post Tensioned Concrete - Parking Deck Superstructure 1-10 03 25 00 Concrete Accessories - Parking Deck Superstructure 1-7 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 03 30 00 Cast in Place Concrete 1-23 03 52 16 Lightweight Insulating Concrete 1-5 03 60 00 Grout 1-8 03 60 00.1 Grout Supplement 1-3 03 62 00 Non -Shrink Grout 1-2 03 64 00 Concrete Repair Crack Injection 1-5 Page 1 of 8 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion � �D � � � CoS ' d ienk'4of 34 Proposal Letter dated September �t�g9�of 34 C0N9TRUCTI0 COMPANY Bid Package No. 2 DIVISION 04 - MASONRY 04 20 00 Unit Masonry 1-9 DIVISION 05 - METALS 05 12 00 Structural Steel Framing 1-10 05 1200 Structural Steel - Parking Deck Superstructure 1-8 05 30 00 Metal Decking - Parking Deck Superstructure 1-4 0531 00 Steel Decking 1-8 05 40 00 Cold -Forming Metal Framing 1-7 05 50 00 Metal Fabrication 1-13 05 52 13 Pipe and Tube Railings 1-5 05 99 00 Miscellaneous Metals - Parking Deck Superstructure 1-8 DIVISION 06 - WOOD PLASTICS AND COMPOSITES 06 10 53 Miscellaneous Rough Carpentry 1-4 06 16 00 Sheathing 1-7 DIVISION 07 - THERMAL AND MOISTURE PROTECTION 0711 20 Waterproofing Membrane (Plaza Systems) 1-13 07 13 26 Self -Adhering Sheet Waterproofing 1-7 07 18 00 Concrete Sealers 1-5 0721 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 0741 13 Metal Roof Panels 1-13 07 41 20 Metal Wall Panels 1-13 07 44 56 Fiber Reinforced Cementitous Panels 1-6 07 54 00 Thermoplastic Membrane Roofing 1-6 07 62 00 Sheet Metal Flashing and Trim 1-7 0771 00 Manufactured Roof Specialties 1-9 07 72 00 Roof Accessories 1-3 07 81 00 Applied Fireproofing 1-5 07 84 13 Penetration Firestopping 1-5 07 90 00 Joint Sealants - Parking Garage 1-7 0791 00 Expansion Joint Sealant Systems - Parking Garage 1-7 07 92 00 Joint Sealants 1-7 07 95 00 Expansion Control 1-7 DIVISION 08 - OPENINGS 0811 13 Hollow Metal Doors and Frames 1-6 0841 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0861 13 Aluminum Windows 1-8 0851 30 Custom Steel Window Systems 1-16 08 62 00 Unit Skylights 1-6 0871 00 Door Hardware 1-14 08 80 00 Glazing 1-8 0891 10 Glazed Aluminum Curtain Walls 1-9 Page 2of8 This was in the tentative agenda and replaced with all new ini„ for ConstrucClon RLO��L corl��drRvo.2 Proposal Letter dated September 0�g9�of 34 CONSTRUCTION C0MPANY Bid Package No, 2 DIVISION 09 - FINISHES 09 29 00 Gypsum Board 1-4 0991 13 Exterior Paint 1-5 0991 23 Interior Paint 1-7 09 92 00 Pavement Marking - Parking Garage 1-4 09 96 00 Hi Performance Coatings 1-8 DIVISION 10 - SPECIALTIES 101400 Signage - Parking Garage 1-7 104400 Fire Protection Specialties 1-4 DIVISION 14 - CONVEYING EQUIPMENT 142100 Electric Traction Elevators 1-11 GARVER - VOLUME 2 OF 2 DIVISION 21 - FIRE PROTECTION 21 1200 Fire -Suppression Standpipes 1-8 DIVISION 22 - PLUMBING 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 1-2 22 05 23.12 Ball Valves for Plumbing Piping 1-3 22 05 23.14 Check Valves for Plumbing Piping 1-2 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 1-3 2211 16 Domestic Water Piping 1-4 2211 19 Domestic Water Piping Specialties 1-3 22 13 16 Sanitary Waste and Vent Piping 1-6 22 13 19 Sanitary Waste Piping Specialties 1-2 22 14 13 Facility Storm Drainage Piping 1-5 22 14 23 Storm Drainage Piping Specialties 1-2 22 14 29 Sump Pumps 1-2 DIVISION 23 - HEATING, VENTILATING AND AIR-CONDITIONING (HVAC 23 05 00 Common Work Results for HVAC 1-12 23 05 53 Identification for HVAC Piping and Equipment 1-7 23 05 93 Testing Adjusting and Balancing for HVAC 1-12 23 07 00 HVAC Insulation 1-32 2331 13 Metal Ducts 1-11 23 33 00 Air Duct Accessories 1-8 23 37 23 HVAC Gravity Ventilators 1-4 2381 26 Split -System Air -Conditioners 1-5 DIVISION 26 - ELECTRICAL 26 05 19 Low -Voltage Electrical Power Conductors and Cables 1-4 26 05 26 Grounding and Bonding for Electrical Systems 1-6 26 05 33 Raceways and Boxes for Electrical Systems 1-10 26 24 16 Panelboards 1-9 Page 3 of 8 This was in the tentative agenda and replaced with all new information consEruC. 6 BALD N � �� Corr��J RrOggg rR of34 Proposal Letter dated September f��g�Wof 34 cor�srrtucr H e© ELL Bid Package No. 2 26 27 26 Wiring Devices 1-14 2651 00 Interior Lighting 1-8 26 56 00 Exterior Lighting 1-8 DIVISION 31 - EARTHWORK 31 11 00 Site Preparation 1-3 31 22 13 Subgrade Preparation 1-2 312219 Grading 1-3 312316 Excavation 1-3 31 2316,13 Trenching for Site Utilities 1-3 31 23 16.13 Trenching for Water and Sewer Lines 1-4 31 23 19 Dewatering _ 1-2 31 2323.13 Fill and Backfill 1-5 31 23 23.16 Trench and Backfill 1-7 31 23 23.16 Trench Bedding and Backfill for Water and Sewer Lines 1-4 31 3200 Soil Erosion Stabilization 1-8 31 50 00 Excavation Support Systems 1-2 31 63 29 Drilled Concrete Piers and Shafts 1-11 DIVISION 32 - EXTERIOR IMPROVEMENTS 32 1000 Concrete Sidewalks 1-3 3211 00 Base Course 1-4 32 13 13 Portland Cement Concrete Paving 1-5 32 1315 Curb and Gutter 1-2 32 1400 Unit Paving 1-7 32 17 16 Speed Bump 1-2 32 17 26 Tactile Warning Surfacing 1-5 32 32 23 Modular Block Retaining Wall 1-8 32 84 23 Landscape Irrigation System 1-5 3291 13 Sodding, Seeding, Fertilizing & Mulching 1-5 32 93 00 Plants 1 DIVISION 33 - UTILITIES 33 40 00 Storm Drainage Piping 1-3 33 40 00.1 ADS N12 WT AASHTO Pipe Specification 1-2 33 40 00.2 ADS DURASLOT Pipe Specification 1-2 3341 19 Pipe Laying 1 33 44 19 Conteck CDS Technical Specifications 1-5 33 44 19.1 Urbangreen RWH Mechanical System Specification 1-7 33 46 00 Subdrainage 1-7 33 49 22 Duromaxx 30 in - 120 in Specification 1-2 ADDITIONAL REFERENCE INFORMATION. APPENDIX A Wage Rate Determination 1-6 APPENDIX B Geotechnical Report 1-53 City of Fayetteville Standard Specifications for Design and Construction of APPENDIX C Water Lines and Sewer Lines Page 4 of 8 This was in'the■■tentative agenda and replaced with all new i��riniti i�Consiruco BALDW D SNEL�. Coi��1ler+>oggr riki of 34 Proposal Letter dated September f��g��of 34 corisrRucT10u COMPANY Bid Package No. 2 Table of Contents 1 1000 General Requirements and Procedures 1-4 1100 General Design Standards - Water 1-16 1200 General Design Standards - Sewer 1-14 2000 Trench Safety 1-2 2100 Erosion and Sediment Control 1-10 2200 Site Preparation 1-4 2300 Excavation, Backfilling, and Compacting 1-10 3000 Sewer Pipe, Fittings, and Materials 1-10 3100 Installation of Sewer Pipe, Fittings, and Materials 1-12 3200 Installation of Sewer Pipe Service Lines 1-8 3300 Manholes _ 1-12 3400 Steel Encasement Pipe 1-5 3500 Sewer Pump Stations 1-14 3600 Cast -In -Place Concrete 1-4 4000 Water Pipe, Fittings, and Materials 1-14 4100 Installation of Water Pipe, Fittings, and Materials 1-18 4200 Water Line Pressure Reduction Procedures 1-4 5000 Sewer Line Cleaning 1-4 5100 Sewer Line Television Inspection 1-4 5200 Inspection and Testing of Sewer Lines, Manholes, and Service Lines 1-8 5300 Inspection and Testing of Water Lines and Service Lines 1-6 6000 Pavement Repair 1-5 6100 Lawn and Grass Restoration 1-8 6200 Reporting Forms 1-10 Standard Details - Separate Document 1-57 APPENDIX D Storm Water Pollution Prevention Plan (SWPPP) 1-13 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. BOORA-SPECIFICATIONS All Specifications are dated July 3, 2014 DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 007000 General Conditions 1 AIA Document A201, General Conditions of the Contract for Construction 1-50 007300 Wage Rate Requirements 1-7 DIVISION 01 - GENERAL REQUIREMENTS 01 1000 Summary of Work 1-3 012100 Allowances 1-2 01 3000 Submittals and Substitutions 1-7 Substitution Request Form 1-2 01 3250 Project Close -Out Submittals 1-2 01 5000 Temporary Facilities and Controls 1-3 Page 5 of 8 BALOWIIN&SNELL © bI FA N Y 017000 Cleaning DIVISION 02 - EXISTING CONDITIONS - Not Used DIVISION 03 - CONCRETE 033301 Epoxy Concrete Sealer DIVISION 04 - MASONRY - Not Used DIVISION 05 - METALS 055500 Steel Stairs and Railing DIVISION 06 - WOOD PLASTICS AND COMPOSITES 061000 Rough Carpentry 064000 Architectural Woodwork DIVISION 07 - THERMAL AND MOISTURE PROTECTION 078500 Firestopping 079000 Joint Sealants 079500 Expansion Control DIVISION 08 -OPENINGS 081000 Hollow Metal Doors and Frames 082000 Wood Doors 083100 All -Glass Entrances and Storefronts 087000 Hardware 088000 Glazing DIVISION 09 - FINISHES 092500 Gypsum Drywall 092700 Drywall Shaft Systems 093100 Tile 095100 Acoustical Ceilings 096610 Resilient Linoleum Sheet Flooring 096750 Seamless Epoxy Flooring 096800 Carpet 099000 Painting DIVISION 10 -SPECIALTIES 101500 Compartments and Cubicles 105200 Fire Protection Specialties 108000 Toilet and Bath Accessories 109500 Miscellaneous Specialties DIVISION 11 - EQUIPMENT - Not Used DIVISION 12 - FURNISHINGS This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shelf Construcion cor~N9AAAierRIlo. 2 Proposal Letter dated September O%NMof 34 Bid Package No. 2 1-2 1-4 1-3 1-5 1-6 1-6 1-4 1-5 1-5 1-3 1-6 1-4 1-10 1-5 1-6 1-3 1-7 1-4 1-6 1-4 1-3 1-2 1-2 1-2 Page 6 of 8 This was in the tentative agenda and replaced with all new inform ali&R Shell ConstruC. 6 BALOW IN gNELL Co��Rer l$gg er�t of34 Proposal Letter dated September �'t�ga�of 34 Co NST€ UC7i0N COMPANY Bid Package No. 2 125200 Mechanical Window Shades 1-3 DIVISION 13 - SPECIAL CONSTRUCTION - Not Used DIVISION 14 - CONVEYING EQUIPMENT SYSTEMS - Not Used DIVISION 21 - FIRE SUPPRESSION 21 1000 Water -Based Fire -Suppression Systems 1-11 DIVISION 22 - PLUMBING 220010 General Plumbing Requirements 1-23 220015 : Coordination 1-3 220600 Common Work Results for Plumbing 1-12 220515 Basic Piping Materials and Methods 1-12 220516 Expansion Fittings and Loops for Plumbing Piping 1-3 220619 Meters and Gauges for Plumbing Piping 1-4 220523 General -Duty Valves for Plumbing Piping 1-8 220529 Hangers and Supports for Plumbing Piping 1-6 220550 Vibration isolation for Plumbing Piping & Equipment 1-12 220653 Identification for Plumbing Piping & Equipment 1-8 220700 Plumbing Insulation 1-9 221100 Water Distribution Piping & Specialties 1-17 221111 Mechanically Joined Plumbing Piping Systems 1-8 221300 Sanitary Drainage & Vent Piping & Specialties 1-15 221400 Storm Drainage Piping & Specialties 1-11 224000 Plumbing Fixtures 1-14 227000 Natural Gas Systems 1-13 DIVISION 23 - HEATING. VENTILATING AND AIR CONDITIONING 230010 General Mechanical Requirements 1-17 230015 Electrical Coordination for Mechanical Equipment 1-3 230500 Common Work Results for HVAC 1-9 230510 Basic Piping Materials and Methods 1-8 230513 Common Motor Requirements for HVAC Equipment 1-6 230514 Variable Frequency Drives 1-9 230519 Meters and Gauges for HVAC Piping 1-5 230523 General -Duty Valves for HVAC Piping 1-9 230529 Hangers and Supports for HVAC Piping and Equipment 1-6 230550 Vibration Isolation for HVAC Piping & Equipment 1-8 230553 Identification for HVAC Piping and Equipment 1-8 230593 Testing, Adjusting, and Balancing for HVAC 1-8 230700 HVAC Insulation 1-8 230923 Direct -Digital Control for HVAC 1-20 232113 Hydronic Piping 1-13 232300 Refrigerant Piping 1-9 233113 Metal Ducts 1-15 233300 Air Duct Accessories 1-9 Page 7 of 8 This was in the tentative agenda and replaced with all new infograimain &iShellon construC. 6 BALDW D �DEL� corfPiS berj*a',�g(0#Na.2 Proposal Letter dated September �g ��of 34 C©NsfRifCiIoN c©MFxNr Bid Package No. 233416 Centrifugal HVAC Fans 1-6 233423 HVAC Power Ventilators 1-6 233600 Air Terminal Units 1-4 233713 Diffusers, Registers & Grilles 1-5 233723 HVAC Gravity Ventilators 1-4 236100 Breechings, Chimneys and Stacks 1-4 236313 Air -Cooled Refrigerant Condensers 1-5 237313 Modular Indoor Central Station Air Handling Units 1-9 238123 Computer Room Air -Conditioning 1-5 238413 Humidifiers (Dispersion Type) 1-4 238500 Electric Heating Units 1-3 DIVISION 26 - ELECTRICAL 260010 General Electrical Requirements 1-20 260500 Common Work Results for Electrical 1-12 260502 Equipment Wiring Systems 1-3 260519 Low -Voltage Electrical Power Conductors and Cables 1-10 260526 Grounding and Bonding for Electrical Systems 1-11 260529 Hangers and Supports for Electrical Systems 1-6 260533 Raceway and Boxes for Electrical Systems 1-16 260553 Identification for Electrical Systems 1-8 260573 Overcurrent Protective Device Coordination Study 1-8 262200 Low -Voltage Transformers 1-8 262416 Panelboards 1-12 262726 Wiring Devices 1-9 262813 Fuses 1-4 262816 Enclosed Switches and Circuit Breakers 1-7 265100 Interior Lighting 1-19 DIVISION 27 -COMMUNICATIONS - Not Used DIVISION 28 - ELECTRONIC SAFETY AND SECURITY 281111 Digital, Addressable Fire -Alarm System 1-12 DIVISION 31 - EARTHWORK - Not Used DIVISION 32 - EXTERIOR IMPROVEMENTS - Not Used DIVISION 33 - UTILITIES - Not Used Page 8 of 8 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion BLD1i SHELL C°�n4o.2 Proposal Letter Dated September�b8g3[�of 34 CoNST9L[Ci 10N CoMPnNr Bid Package No, 2 Attachment "G" Bid Package No. 2 - Spring Street Parking Deck List of Drawings GARVER DRAWINGS No Title Date GOO Cover Sheet July 2014 G002 Index of Sheets July 2014 SURVEY V101 Site Plat, General Notes, and Legend July 2014 V102 Easement Dedication Plat July 2014 V103 Existing Topographic Survey July 2014 CIVIL C001 City of Fayetteville General Notes 1 July 2014 C002 Maintenance of Traffic/Staging Plan July 2014 C101 Site Layout and Erosion Control Plan July 2014 C102 Grading and Drainage Plan 1 July 2014 C103 Grading and Drainage Plan 2 July 2014 C104 Grading and Drainage Plan 3 July 2014 C105 Utility Plan July 2014 C106 South Retaining Wall Plan and Profile July 2014 C501 Site Details 1 July 2014 C502 Site Details 2 July 2014 C503 Site Details 3 July 2014 C504 Site Details 4 July 2014 C505 Site Details 5 July 2014 C506 Site Details 6 July 2014 C507 Site Details 7 July 2014 SI-2 AHTD Standard Drawing 2-27-14 LANDSCAPING L101 Tree Preservation Plan July 2014 L102 Landscaping Plant July 2014 L103 Landscaping Plan 2 July 2014 L104 Landscaping Plan 3 July 2014 L501 Landscaping Details July 2014 ARCHITECTURAL AQ00 General Notes July 21, 2014 A015 Window Schedule July 21, 2014 A016 Window Schedule July 21, 2014 A017 Door Schedule, Glazing Schedule July 21, 2014 A020 Code Analysis Summary July 2014 Page 1 of 6 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Sn�h��ellll} �C(oo�nstr{uc'ion BALDW � ;N L CO SpliiRfl4fnEfWof34 Proposal Letter Dated September P$ggWof 34 C 0 N 3 T 9 U C I 1 0 N COMPANY Bid Package No. 2 A021 Level 132 Life Safety Plan July 2014 A022 Level B1 Life Safety Plan July 2014 A023 Level 1 Life Safety Plan July 2014 A024 Level 2 Life Safety Plan July 2014 A025 Level 3 Life Safety Plan July 2014 A026 Existing WAC Review Plan July 2014 A100 Building Plans July 2014 A101 Building Plans July 2014 A102 Building Plans July 2014 A103 Building Plans July 2014 A110 NLB Basement Plan July 2014 A111 NLB Plan July 2014 A112 Enlarged Liner Building Plans July 2014 A200 Exterior Elevations July 2014 A201 Exterior Elevations July 2014 A210 Building Sections July 2014 A211 Building Sections July 2014 A400 Enlarges Stair Plans and Elevations July 2014 A401 Enlarged Core Stair Plans July 2014 A402 South and East Liner Buildings Enlarged Plans July 2014 A500 Wall Sections July 21, 2014 A601 Wall Sections July 21, 2014 A502 Wall Sections July 21, 2014 A503 Wall Sections July 21, 2014 A504 Wall Sections July 21, 2014 A505 Wall Sections July 21, 2014 A506 Wall Sections July 2014 A507 Wall Sections July 21, 2014 A700 Details July 21,2014 A701 Details July 21, 2014 A702 Details July 21, 2014 A703 Details July 21, 2014 A704 Details July 21, 2014 A710 Details July 21, 2014 A711 Details July 21, 2014 A712 Details July 21, 2014 A713 Details July 21, 2014 STRUCTURAL S001 General Notes July 2014 S002 General Notes July 2014 S003 General Notes July 2014 S101 Foundation Plan - Parking Deck July 2014 S102 Foundation Plan - North Liner Building July 2014 S103 Framing Plan & Mezzanine Framing Plan - North Liner Building - L1 July 2014 Page 2 of 6 This was in the tentative agenda and replaced with all new inform,, she„ Construe o� BALBW 8N L� CoSdi rRfNo.2 Proposal Leiter Dated September �� gof 34 C0MST13UCTIUH COMPANY Bid Package No. S104 Framing Plan - North Liner Building - Level 2 July 2014 S105 Framing Plan - North Liner Building - Roof July 2014 S201 Bracing Elevations, Sections, & Details July 2014 S301 Foundation Sections I July 2014 S302 Foundation Sections 11 July 2014 S303 Foundation Sections III July 2014 S304 Foundation Sections 1V July 2014 S305 Foundation Sections V July 2014 S306 Foundation Sections VI July 2014 S307 Foundation Sections VI July 2014 S308 Foundation Sections Vlll July 2014 S309 Framing Sections I July 2014 S310 Framing Sections II July 2014 S311 Framing Sections III July 2014 $312 Framing Sections IV July 2014 S313 Framing Sections V July 2014 S401 Enlarged Plans July 2014 S501 Standard Foundation Details i July 2014 S502 Standard Foundation Details II July 2014 S603 Standard Framing Details I July 2014 MECHANICAL M101 Parking Deck Level B2 HVAC Plan July 2014 M102 Parking Deck Level B1 HVAC Plan July 2014 M103 Parking Deck Level 1 HVAC Plan July 2014 M104 Parking Deck Level 2 HVAC Plan July 2014 M105 Parking Deck Level 3 HVAC Plan July 2014 M501 Details July 2014 M601 HVAC Schedules July 2014 ELECTRICAL E001 Notes, Legend and Abbreviations July 2014 E101 Level B2 Electrical Plan July 2014 E102 Level B1 Electrical Plan July 2014 E103 Level 1 Electrical Plan July 2014 E104 Level 2 Electrical Plan July 2014 E105 Level 3 Electrical Plan July 2014 E501 Electrical One -Line Diagram July 2014 E502 Electrical Schedules I July 2014 ES101 Site Electrical Plan July 2014 ES501 Site Electrical Details July 2014 PLUMBING P001 Notes, Legend and Abbreviations July 2014 P101 Parking Deck Level B2 Piping Plan July 2014 P102 Parking Deck Level B1 Piping Plan July 2014 P103 Parking Deck Level 1 Piping Plan July 2014 Page 3 of 6 This was in the tentative agenda and replaced with all new information c. s Baldwin & Shell Construcion ������� Co�dirk'�Vo.2 Proposal Letter Dated September �bag�6,�Fj4of 34 CorrSTHUtI ION C0MPANr Bid Package No. 2 P104 Parking Deck Level 2 Piping Plan July 2014 P105 Parking Deck Level 3 Piping Plan July 2014 P106 Enlarged Plans July 2014 P107 Parking Deck Underslab and Foundation Drain Layout July 2014 P501 Details I July 2014 P502 Details 11 July 2014 P503 Details 111 July 2014 P601 Plumbing Schedules July 2014 PARKING DECK AP101 Level B1 Plan - July 2014 AP102 Level 1 Plan July 2014 AP103 Level 2 Plan July 2014 AP104 Level 3 Plan July 2014 AP501 Pavement Marking Details July 2014 AP511 Signage Details July 2014 AP512 Signage Details July 2014 AP521 Sign Mounting Details July 2014 AP601 Sign Schedules & Graphic Components July 2014 SF000 General Notes July 2014 SF001 General Notes July.2014 SF002 Statement of Special Inspections July 2014 SF101 Level B1 Plan July 2014 SF102 Level 1 Plan July 2014 SF103 Level 2 Plan July 2014 SF104 Level 3 Plan July 2014 SF301 Building Section July 2014 SF302 East Elevation July 2014 SF401 Enlarged Stair No. 2 Plans July 2014 SF402 Enlarged Stair No. 2 Plans July 2014 SF411 Enlarged Stair/Elevator No. 1 Plans July 2014 SF412 Enlarged Stair/Elevator No. 1 Plans July 2014 SF421 Enlarged Plan Details July 2014 SF501 Slab on Grade Details July 2014 SF502 Slab on Grade Details July 2014 SF511 CIP Column Details July 2014 SF521 PT Framing Details July 2014 SF522 PT Framing Details July 2014 SF623 PT Framing Details July 2014 SF524 Structural Details July 2014 SF525 Structural Details July 2014 SF531 PT Slab Details July 2014 SF541 Waterproofing Details July 2014 SF542 Waterproofing Details July 2014 Page 4 of 6 This was in the tentative agenda and replaced with all new inforrc. 6 a win hell Construcion BALOWINOANELL Proposal letter Dated September 1$gggWof 34 C a H $I R u C T 1 O N C a M P A N Y Bid Package No.2 SF543 Waterproofing Details July 2014 SF551 Standard & Miscellaneous Details July 2014 SF561 Enlarged Plan Details July 2014 SF562 Enlarged Plan Details July 2014 SF563 Enlarged Plan Details July 2014 SF564 Enlarged Plan Details July 2014 SF565 Enlarged Plan Details July 2014 SF568 Enlarged Plan Details July 2014 SF567 Structural Details July 2014 SF568 Structural Details July 2014 SF611 CIP Column Details July 2014 SF621 PT Beam & Girder Schedule July 2014 SF622 PT Beam & Girder Details July 2014 SF631 RC Beam Schedule & Details July 2014 BOORA DRAWINGS No Title Date A000 Cover Sheet 7,31.2014 G101 Code Analysis Plan July 11, 2014 ARCHITECTURAL A001 Architectural Abbreviations, Symbols & Notes July 11, 2014 A002 Interior WallfFloor Assemblies July 11, 2014 A003 Wall Assembly Details/Ceiling Assemblies July 11, 2014 A100 Basement Floor Plan July 11, 2014 A101 First Floor Plan July 11, 2014 A102 Second Floor Plan July 11, 2014 A150 Basement Reflected Ceiling Plan 7.31.2014 A151 First Floor Reflected Ceiling Plan 7.31.2014 A152 Second Floor Reflected Ceiling Plan 7.31.2014 A200 Interior Elevations July 11, 2014 A301 Building Sections July 11, 2014 A401 Stair Plan and Sections July 11, 2014 A402 Railing Elevations and Details July 11, 2014 A450 Enlarged Toilet Plans July 11, 2014 A451 Enlarged Toilet Plans July 11, 2014 A561 Details July 11, 2014 A591 Millwork July 11, 2014 A601 Door and Room Finish Schedule July 11, 2014 FIRE PROTECTION FP000 Fire Protection Symbols Legend 7.11.2014 FP100 Basement Fire Protection Plan 7.11.2014 FP101 First Floor Fire Protection Plan 7.11.2014 FP102 Second Floor Fire Protection Plan 7.11.2014 Page 5 of 6 This was in the tentative agenda and replaced with all new information C.6 Baldwin & Shell Construcion BBLDWIH SNELL °S` ' °3 2 Proposal Letter Dated September #�gg�of 34 C0NST9UCrinr� C0MFANr Bid Package No. 2 FP301 Fire Protection Details PLUMBING P000 Plumbing Symbols Legend P101 Basement Waste & Vent Plan P102 First Floor Waste & Vent Plan P103 Second Floor Waste & Vent Plan P111 Basement Water & Gas Plan P112 First Floor Water & Gas Plan P113 Second Floor Water & Gas Plan P301 Plumbing Riser Diagrams P401 Plumbing Schedules P501 Plumbing Details MECHANICAL M000 Mechanical Symbols Legend M100 Basement Ductwork Plan M101 First Floor Ductwork Plan M102 Second Floor Ductwork Plan MP103 Roof Mechanical Plumbing Plan M110 Basement Piping Plan M401 Mechanical Schedules M402 Mechanical Schedules M501 Mechanical Details M502 Mechanical Details M601 Mechanical Controls M602 Mechanical Controls ELECTRICAL E000 Electrical Symbols Legend E100 Basement Power Plan E101 First Floor Power Plan E102 Second Floor Power Plan E103 Roof Power Plan E111 Basement Lighting Plan E112 First Floor Lighting Plan E113 Second Floor Lighting Plan E121 Basement Special Systems Plan E122 First Floor Special Systems Plan E123 Second Floor Special Systems Plan E201 Electrical One -Line Diagrams E301 Electrical Schedules E302 Electrical Schedules- 7.11.2014 7.11.2014 7,312014 7,11.2014 7.112014 7.31,2014 7.11,2014 7,11.2014 7.31.2014 7.31.2014 7.11,2014 7.11.2014 7.31.2014 7.11.2014 7.11.2014 7.11.2014 7.31.2014 7.11.2014 7.31.2014 7.11.2014 7.31.2014 7.11.2014 7.112014 7.11.2014 7.31.2014 7.11.2014 7.11.2014 7.11.2014 7.31.2014 7.31.2014 7.31.2014 7.31.2014 7.11.2014 7.11,2014 7.11.2014 7.11.2014 7.11.2014 Page 6 of 6 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion BALDWNSNEL� Co��mblR@i4c��r'er/t' Proposal Letter Dated September P�g�40of of 34 34 rnrac rneerr ina 1111wMIL r.nmPa ur Bid Package No. 2 Attachment "H" Bid Package No. 2 - Spring Street Parking Deck ADDENDA ADDENDUM No. 1 GARVER Issued July 22, 2014 Specifications Section Number Title Pages 0001 00 Table of Contents 1-4 03 10 00 Concrete Formwork - Parking Deck Superstructure 1-6 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 0721 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 0741 13 Metal Roof Panels 1-13 0781 00 Applied Fireproofing 1-5 0841 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0851 13 Aluminum Windows 1-8 08 80 00 Glazing 1-8 0891 10 Glazed Aluminum Curtain Walls 1-9 09 91 23 Interior Paint 1-7 10 44 00 Fire Protection Specialties 1-4 3341 19 Pipe Laying 1-1 Drawings No Title Date G002 Index Sheet 7/21/2014 C105 Utility Plan 7/21/2014 V102 Easement Dedication Plat 7/21/2014 A000 General Notes 7/21/2014 A015 Window Schedule 7/21/2014 A016 Window Schedule 7/21/2014 A017 Door Schedule, Glazing Schedule 7/21/2014 A500 Wall Sections 7/21/2014 A501 Wall Sections 7/21/2014 A502 Wall Sections 7121/2014 A503 Wall Sections 7/21/2014 A504 Wall Sections 7/21/2014 A505 Wall Sections 7/21/2014 A506 Wall Sections 7/21/2014 A507 Wall Sections 7/21/2014 A700 Details 7/21/2014 A701 Details 7/21/2014 A702 Details 7/21/2014 A703 Details 7/21/2014 1 of 4 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion BALDW SN L� Cor�lber09�e5.0of 4 Proposal Letter Dated September #��g��$of 34 coNSTflu CIIn M&COMPANY Bid Package No. 2 A704 Details 7/21/2014 A710 Details 7/2112014 A711 Details 7/21/2014 A712 Details 7/21/2014 A713 Details 7/21/2014 S103 Structural Framing Plan & Mezzanine Framing Plan -North Liner Building 7/21/2014 S309 Framing Sections 1 7/21/2014 S310 Framing Sections 11 7/21/2014 S313 Framing Sections V 7/21/2014 ADDENDUM No. 2 _ CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued July 31, 2014 Drawings No Title Date A100 Basement Floor Plan 7/31/2014 Al50 Basement Reflected Ceiling Plan 7/31/2014 Al51 First Floor Reflected Ceiling Plan 7/31/2014 Al52 Second Floor Reflected Ceiling Plan 7/31/2014 M100 First Floor Ductwork Plan 7/31/2014 M110 Basement Piping Plan 7/31/2014 M402 Mechanical Schedules 7/31/2014 M502 Mechanical Details 7/31/2014 E100 Basement Lighting Plan 7/31/2014 E111 Basement Lighting Plan 7/31/2014 E112 First Floor Lighting Plan 7/31/2014 El13 Second Floor Lighting Plan 7/31/2014 E121 Basement Lighting Plan 7/31/2014 P101 Basement Waste and Vent Plan 7/31/2014 P111 Basement Water and Gas Plan 7/31/2014 P301 Plumbing Riser Diagrams 7/31/2014 P401 Plumbing Schedules 7/31/2014 ADDENDUM No. 3 GARVER Issued August 8, 2014 Drawings No Title Date G002 Index of Sheet 8/08/2014 C101 Site Layout and Erosion Control 8/08/2014 C102 Grading and Drainage Plan 1 8/08/2014 C103 Grading and Drainage Plan 2 8/08/2014 C104 Grading and Drainage Plan 3 8/08/2014 C105 Utility Plan 8/08/2014 C106 South Retaining Wall Plan and Profile 8/08/2014 2of4 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion 8ALD IN �NELL Cor"1ber +B g(tOtoo.2 Proposal Letter Dated September 1�8g�Q�2►of 34 Cot�S�iAuc rlow c0MPANY Bid Package No. 2 L101 Tree Preservation Plan 8/08/2014 L102 Landscaping Plan 1 8/08/2014 L103 Landscaping Plan 2 8/08/2014 L104 Landscaping Plan 3 8/08/2014 L501 Landscaping Details 8/08/2014 ADDENDUM No. 4 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 13, 2014 Drawings No Title Date A601 Door and Room Finish Schedule 8/13/2014 ADDENDUM No. 5 GARVER Issued August 8, 2014 Drawings No Title Date G002 Index Sheet 8/19/2014 A015 Window Schedule 8/19/2014 A018 Window Schedule 8/19/2014 A502 Wall Sections 8/19/2014 A703 Details 8/19/2014 A704 Details 8/19/2014 A710 Details 8/19/2014 A711 Details 8/19/2014 SF000 General Notes 8/19/2014 0 •;(N4 IJilh1':1U: CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 19, 2014 Drawings No Title Date A401 Stair Plan and Sections 8/19/2014 A402 Flailing Elevations and Details 8/19/2014 ADDENDUM No. 7 GARVER Issued August 20, 2014 Specifications Section Number Title Pages 101400 Signage - Parking Garage 1-7 3of4 This was in the tentative agenda and replaced with all new information C. 6 Baldwin & Shell Construcion BALDW N SHELL cor ,berOg�'er of34 Proposal Letter Dated September �89of 34 C€3N8TRUCr1ON cahiPANY Bid Package No. 2 Drawings No Title Date G002 index of Sheets 8/20/2014 AP101 Level 61 Plan 8/20/2014 AP102 Level 1 Plan 8/20/2014 AP511 Signage Details 8/20/2014 AP601 Sign Schedules & Graphic Components 8/20/2014 4 of 4 C. 6 This was in the tentative agenda and replaced with all new informaliaa& shell Construcion Company Amendment No. 2 Page 34 of 34 @AIA Document G701TM r- 2001 Change Order PROJECT (Name and address): CHANGE ORDER NUMBER: 001 OWNER: ❑ City of Fayetteville Entertainment District Parking Deck 229 North School Avenue Fayetteville, AR 72701 TO CONTRACTOR (Name and address): Baldwin & Shell Construction Company 593 Fiorsebarn Road, Suite 100 Rogers, AR 72758 DATE: October 8, 2014 ARCHITECT'S PROJECT NUMBER: 11047180 CONTRACT DATE: April 16, 2014 CONTRACT FOR: General Construction THE CONTRACT IS CHANGED AS FOLLOWS: ARCHITECT: ❑ CONTRACTOR: ❑ FIELD: ❑ OTHER: ❑ (Include, where applicable, any undisputed amount attributable to previously executed Construction Change Directives) Add Bid Package No. 2 for Spring Street Parking Deck and North liner Building, refer to Proposal Letter from Baldwin & Shell Construction Company, dated October 3, 2014. Replace paragraph 3.2 of AIA Document A133 with the following: 3.2 City of Fayetteville and Walton Arts Center Designated Representative The City of Fayetteville shall identify a representative authorized to act on behalf of the City of Fayetteville with respect to the Project. The Walton Arts Center shall identify a representative authorized to act on behalf of the Walton Arts Center with respect to the North Liner Building. Tile City of Fayetteville's and Walton Arts Center's representatives shall render decisions promptly and furnish information expeditiously, so as to avoid unreasonable delay in the services or Work of the Baldwin & Shell Construction Company. Except as otherwise provided in Section 4.2.1 of A201-2007, the Engineer does not have such authority. The term "Owner" as used in the A201-2007 means the City of Fayetteville or the City of Fayetteville's authorized representative. Refer to paragraph 5.1.2 of AIA Document A 133, Change fee to 5.011o, and add the following sentence: Fee will be returned on unspent portions of allowances. Add as the North Liner Building Architect: Boora Architects, 720 SW Washington, Suite 800, Portland, OR 97205 Add as the Walton Arts Center's Designated Representative: David Swain, P.O. Box 4279, Fayetteville, AR 72707, 479-435-0486, 479-521-2401 (Fax) The original Guaranteed Maximum Price was $ 447,948.00 The net change by previously authorized Change Orders $ 0.00 The Guaranteed Maximum Price prior to this Change Order was $ 447,948.0 The Guaranteed Maximum Price will be increased by this Change Order in the amount of $ _ 10,074,15& The new Guaranteed Maximum Price including this Change Order will be $ 10,522,106.00 The Contract Time will be increased by Three Hundred Sixty Five (365) days. The date of Substantial Completion as of the date of this Change Order therefore is to be three hundred sixty-five (365) days from the date of resumption of the Work of Bid Package No. 1. The date to resume the work of Bid Package No. I will be fourteen (14) days from issuance of Notice to Proceed. NOTE: This Change Order does not include changes in the Contract Sum, Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. AIA Document GT01 T — 2001. Copyright O 1979, 1987, 2000 and 2001 by The American Institute of Arehiteds. An rights reserved. WARNING: This AIA' Document Is protected by U.S. Copyright Law and International Treaties. Unauthorized reproduction or distribution of this AIO Document, cr any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:24 on 10/03/2014 under Order No.2266540055_1 which expires on 0512212015, and is not for resale. User Notes: (2035305291) NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER. Garver, L_LC.Baldwin & Shell Construction Company City of Fayetteville ARCHITECT (Firm name) CONTRACTOR (firm name) OWNER (Firm name) 2049 F.. Joyce Blvd„ Suite 400, Fayetteville, AR 72703 ADB B (Signature) Ron Petrie (Typed nay } /d DATE 593 Horsebam Road, Suite 100, Roqff57AR 72758 T Mtw—v--�- BY (Signature) Patrick Tenney, (Typed name) 10 - 0 3.2011-- DATE 113 West Mountdn� FawtteAlle_ ARi72701 / (Typed name} DATE 1761 AIA Document G701 TM — 2001. Copyright G 1979, 1987, 2000 and 2001 by The American Institute or Architects. All rights reserved. WARNING: This AIA' Document is protected by U.S. Copyright Law and International Trestles. Unauthorized reproduction or distribution of this AIA' Document, or any portion of it, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the law. This document was produced by AIA software at 15:24:24 on 10103/2014 under Order No.2266540055_1 which expires on 05122J2015, and is not for resale. User Notes: (2035305291) AIA Document 0701 — 2001 City of Fayetteville Entertainment F33sttict Perking Deck CHANGE ORDER NUMBER: 001 Page 3 of 3 Boom Architects, Inc. ARCHffECT !firm nine) 720 SW Washingwn, Suite 900 Portland OR 97203 0 5 gIia' f ire) Michael TInWeY Miwd nacre) 10. tU,m Caipoiate Office • Central Arkansas Division • Northeast Arkansas Division • Northwest Arkansas Division • Construction Services Division BALOWIN&;NELL C 0 N S T R 11 C T 1 0 NO M P A N Y October 3, 2014 Mr. Jeremy Pate, Director Development Services City of Fayetteville 113 West Mountain Fayetteville, AR 72701 Re: Spring Street Parking Deck Proposal - Bid Package No. 2 Dear Jeremy, We are pleased to present this proposal for Bid Package No. 2 for the Spring Street Parking Deck and North Liner Building. This proposal is resultant of the public bid opening we conducted on August 22, 2014, subsequent negotiations with our low subcontractors, and multiple meetings with both the design team and city staff. Proposed Guaranteed Maximum Price (GMP) for Bid Package No. 2: $10,074,158 (Including currently accepted Negotiated Changes, refer to Attachments "B" & "C".) Current Contract (Bid Package No. 1) 447,948 Total Proposed GMP $10,522,106 Refer to Attachment "A" for itemized breakdown of this proposal. We have estimated construction duration of 365 calendar days to achieve Substantial Completion. As a gesture of good will, we have reduced our fee as General Contractor from 5.5% to 5%. This savings of $50,105 is included in the above -stated GMP. Please note the following Qualifications to this proposal: • Pricing is based on Specifications, Drawings, and Addenda as listed in Attachments "F", "G", & 'H' • Building concrete work will be performed under multiple packages in lieu of a single turnkey package. • Refer to Attachment "D" for list of Qualifications and Modifications associated with the concrete work and specifications. • Our Agreement with the Owner (AIA Document A133-2009) will be amended to include Boora Architects Inc. as Architect of Record for the North Liner Building. • Monthly payment applications will be sent directly to the City of Fayetteville. • Contingency is for the sole use of the Construction Manager/General Contractor. • Additional time will be granted for adverse weather conditions. Please note the following Exclusions: • Building Permit Fees 593 Horsebarn Road, Suite 100 • Rogers, AR 72758.479.845.1111(p) • 479.845.1115(S) www.baidwinsholl.com • Impact fees / utility connection fees • Utility company charges • Rock excavation • Undercut of unsuitable soils beyond allowance of 1,700 cubic yards currently in contract Please note the following Unit Prices: 1. Trench rock excavation. $215 / C.Y. 2. Drilled pier unit prices, please refer to Attachment "E" The prices represented in this proposal are valid through October 21, 2014. Please do not hesitate to contact me if you have any questions whatsoever. We are ready to be of service. Sincerely, BALDWIN & SHELL CONSTRUCTION COMPANY Ca9+0 Patrick Tenney, IATPrsident Northwest Ark sas Cc: Mr. Ron Petrie, P.E. Enclosures H:Uobs1NW Arkansas Jobs=58 - Fayetteville Entertainment Parking Deck\Contract Documents & Change OrderslOwner Contract & Change OrderskContract & Exhibits BALDWIH&SHELL C 0 R S T R U C t 1 0 N C 0 MP A N Y Attachment "A" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 PROJECT NAME : Spring Street Parking Garage / North Liner Breakdown & Cost Allocation DATE : 10/03/14 GMP AMOUNT: $10,522,106 BUILDING AREA : 102,551 1 2 3 4 NO. ITEM NAME COST DECK BSM'T SHELL BSM'T F.O. GROUND & 2nd TOTAL 600 Performance Bond 71,558 46,401 3,165 S,S26 16,466 71,558 601 Builders' Risk/ Lia. Insurance 74,069 54,833 3,002 4,SS1 11,683 74,069 602 Earthquake Insurance & Deductibles 0 0 0 0 0 0 605 Fringe Benefits 25,000 14,000 2,750 2,750 51500 25,000 9601 Preconstruction Fee 40,000 25,600 2,0001 3,200 9,200 40,000 970 Fee 520,522 330,066 23,771 41,796 124,889 520,522 980 Fee Associated with Negotiated Changes (32,717) (19,784) 0 0 (12,933) {32,717) 990 Fee Reduction to 5% (50,105) (35,000) 0 0 (15,105) (50,105) 1000 General Conditions 531,986 410,860 94 7,693 113,339 531,986 1011 Contingency 164,933 164,933 0 0 0 164,933 1060 Permits 1,200 1,200 01 0 0 1,200 1400 Quality Control Testing 0 0 0 0 0 0 1700 Project Clean Up 70,683 55,853 0 3,412 11,418 70,683 2220 Power Co. Underground Conduits 93,000 93,000 0 0 01 93,000 2475 Drilled Piers 255,460 186,400 69,060 0 0 255,460 2630 Storm Drainage, Rain Havest, Backfill 430,000 305,000 125,000 0 0 430,000 2700 Paving & Surfacing 7,500 5,000 01 2,500 0 7,500 2710 Pavement Striping & Speed Bump 4,200 4,200 0 0 0 4,200 2766 Site Concrete Work 131,840 131,840 0 0 0 131,840 2810 Irrigation Sleeves 6,450 6,450 0 0 01 6,450 2900 Landscaping, Irrigation, Tree Grates 90,974 90,974 0 0 0 90,974 3303 Building Concrete Work 3,451,569 3,158,728 207,213 21,833 63,795 3,451,569 3540 Insulating Cementitious Decks 27,100 0 01 0 27,100 27,100 4200 Masonry & Pavers 33,530 33,530 0 0 0 33,530 5100 Structural Steel 395,539 16,799 19,776 0 358,964 395,539 5120 Steel Erection 112,500 10,000 2500 0 100,000 112,500 5130 Miscellaneous Steel 491,240 506,801 0 0 0 506,801 5140 Ballard Covers & Halfen Anchors 15,561 5700 Weathered Steel Panels & Greenscreens 77,720 77,720 01 0 0 77,720 5810 Expansion Joint Covers 26,544 26,544 01 0 0 26,544 6100 Rough Carpentry 25,998 3,049 0 7,156 15,793 25,998 6200 Finish Carpentry 50,000 0 0 0 SO,0001 50,000 6220 Millwork Cabinets 26,562 0 0 5,000 21,5621 26,562 7100 Dampproofing & Waterproofing 191,867 166,867 25,000 0 0 191,867 7210 Building Insulation 0 0 0 0 0 0 7300 Fluid Applied Air Barrier 5,000 5,000 01 0 0 51000 7400 Preformed Roofing / Siding & Rigid Ins. 326,268 41,111 0 0 285,157 326,268 7450 Fiber Cementitious Panel Siding, Trim & Rigid Ins. 107,397 48,859 0 0 58,538 107,397 7500 Membrane Roofing 158,192 52,831 0 0 105,3611 158,192 7600 Aluminum Cap Flashing & Sheetmetal 4,341 4,341 0 0 0 4,341 7840 Firestopping. 2,000 400 0 800 800 2,000 7860 Sprayed Fireproofing 22,000 0 0 7,334 14,666 22,000 7900 Caulking & Sealants 0 0 0 0 0 0 8110 1 Doors / Frames / Hardware 120,482 27,617 0 25,111 67,754 120,482 1 of 2 BALDWIN&SHELL C DNS IRUCT ION C 0 MP A N Y Attachment "A" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 82201 Misc. Installation 10,055 600 0 5,455 4,0001 10,055 8400 Entrances & Storefronts 389,780 127,578 0 1,050 261,152 389,780 9250 Gypsum Board 279,270 13,930 0 80,350 184,990 279,270 9400 Seamless Epoxy Floors 8,340 0 0 8,340 0 8,340 9665 All Floor Coverings 108,557 0 0 24,520 84,037 108,557 9900 Painting 78,000 11,500 01 26,550 39,950 78,000 10150 Toilet Partitions 1,602 0 0 0 1,6021 1,602 10400 ID Devices & Graphic Allowance 22,000 0 0 0 22,000 22,000 10410 Garage Signage 44,043 44,043 0 0 0 44,043 10520 Fire Extinguishers 5,458 3,939 0 380 1,139 5,458 10800 Toilet Accessories 6,530 0 0 3,819 2,711 6,530 12490 1 Window Treatment 29,722 0 01 0 29,722 29,722 14200 Elevators 86,000 64,500 0 21,500 01 86,000 14300 Emergency Power 0 0 0 0 0 0 15000 Mechanical 864,639 212,410 1,500 397,338 253,391 864,639 15300 Fire Protection 56,792 22,318 9,500 5,424 19,550 56,792 16000 Electrical 570,263 214,716 0 149,711 205,836 570,263 Negotiated Changes accepted as of 10/03/14 (594,856) (359,705) 0 0 (235,151) (594,856) TOTAL PACKAGE 2 10,074,158 6,407,852 494,331 863,099 2,308,876 10,074,158 TOTAL PACKAGE 1 447,948 407,721 40,227 0 0 447,948 TOTAL PROJECT 10,522,106 6,815,573 534,559 863,099 2,308,876 10,522,106 2 of 2 BALOWIN&SNELL C O N S I R U C I 1 0 a C O M P A N Y Attachment "B" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 Negotiated Changes Spring Street Parking Deck & NLB Basement Status Mutually Estimated m Exclusive No. Date Description Savings a a Items 1 9/5/14 Exposed building concrete work to be performed in accordance $ (179,962) x with ACI Class "B" 2 Assuming Acceptance of item #1, exposed concrete work to be $ (246,731) x performed in accordance with ACI Class "C" 3 Change gargae under slab section to 4" gravel plus 18" hillside $ (17,450) x fip 4 Change pump on rainwater harvesting tank from 40 GPM to 20 $ (38,000) x GPM. 5 At basement walls, provide rigid insulation board only at upper $ (6,508) x 48" of wall in lieu of full height. 8 Provide aluminum conductors in lieu of copper for all feeders at $ (3,261) x .Garage and North Liner Building. i0 Use EMT conduit and compression type fittings in lieu of rigid $ (4,692) x conduit, at garage. 11 Change above ground storm drain piping in the Garage to PVC $ (8,686) x DWV SCH.40 in lieu of cast iron compression joint piping. 47 Change brick pavers to sand -set in lieu of mortar $ 3,228 x 48 Revise re -mobilization cost of Cobar $ (25,232) x 49 Add requirement for water stop ties and elastic vinyl plugs in $ 13,561 x basement walls 50 Not Used x 51 Increase allowance for miscellaneous steel and weathered steel $ 175,399 x to $732 000 52 Establish allowance for Fire Department plan review $ 60,000 x re uirements 53 Accommodate Fire Dept. requirements regarding fire stairs $ 45,931 x 54 Accommodate Fire Dept. requirements regarding exit & $ 17,138 x emergency light fixtures 55 Delete requirement for chlorine ion testing and shirnkage testing $ (5,362) x 56 Add for Cobar additional time due to reduced daylight because $ 19,995 x of delay in start 57 Reconcile allowance - metal wall & soffit panels, fiber cement $ (15,771) x wall panels Alt 1 Delete undergrounding of Spring Street utility conduits - to be $ (99,858) x owner - performed Baldwin & Shell fee reduction $ 35,000 x Subtotal Estimated Savings $ (357,717) Change Total ACCEPTED: $ (414,489) $414.489 Total PENDING: $ - $ - Total REJECTED: $ 56,772 $ (56,772) Working Estimate: $7,764,620 Approved NC Items: $ (414,489) Revised Working Estimate: $7,350,131 BALBININ&SHELL CONS IRUC TION C 0 M P A H Y Attachment "B" of Proposal Letter Dated October 3, 2014 Bid Package No.2 Negotiated Changes North Liner Building Status m Mutually Estimated 4) Exclusive No. Date Description Savings li � Items 6 9/8/14 Li ht fixture package revisions at North Liner Building $ 6,779 x 7 Provide regular light switches in lieu of occupancy sensors at $ (3,659) x North Liner Building 8 Provide aluminurn conductors in lieu of copper for all feeders at $ (9,783) x Garage & NLB 9 Use MC Cable for vertical drops in stud walls in lieu of EMT, at $ (3,045) x North Liner Building 12 Delete the economizer section from AHU-13 and this deletes the $ (6,558) x exhaust fan VFD and exhaust damper 13 Delete the economizer section from AHU-14 and this deletes the $ (4,608) x exhaust fan VFD and exhaust damper 14 Combine some of the interior office VAV boxes (13.7 & 13.9) $ (3,231) x (13.6 & 13.5) (13.8 & 13,10) (13.23 & 13.24) (13.26 & 13.29)(13.27 & 13.30) with the net effect of eliminating 6 VAV boxes. 15 Remove 6 VAV boxes from scope of controls (related to item $ (2,900) x #14). Space temperature sensors will still be provided in these areas. 16 Remove controls associated with the AHU exhaust fans and $ (4,735) x exhaust dampers (Item #15,16). Also remove exhaust fan VFD's1 17 Delete requirement of two factory training courses. $ (5,918) x 18 Remove air flow measuring station from AHU's. $ (3,729) x 19 Remove conduit requirement for BAC net networkingwiring. $ 1 006 x 20 1 H-1 & 1 H-2 - Use Greenheck Model FRSI (48" size) in liue of $ (1,184) x Model FGI 42" x50" . 21 LV-1 - Use 46"x32" (duct mounted) combination fire/smoke $ (1,184) x damper in lieu of 120"x48' I 22 LV-1 - Use no combination fire/smoke damper - Based on $ (1,835) x combining VAV's (13.7 & 13.9) (13.6 & 13.5) (13.8 & 13.10) 13.23 & 13.24 13.26 & 13.29 13.27 & 13.30 23 Assuming deletion of the economizer section of AHU- 13&14. $ (9,618) x Eliminate the relief air duct from AHU's to LV-1. 24 idamper). Eliminate LV-1 (including fire/smoke damper and back draft $ (3,551) x 25 Insulation changes: OSA and round supply duct changed to 2" $ (2,325) x 3.4 lb all purpose duct wrap. Condensate drains and suction pipe changed to 1/2" FEPC on condensate drains and 1/2" Armaflex on suction pipe. HVAC pipe changed to 1" thick FEPC, Domestic water chaned to 1/2" thick FEPC. 26 Provide and average R-20 poiysterene insulation and slope -to- $ (33,785) x drain as part of the lightwieght insulating concrete roof deck at the North Liner Building. A fleeceback TPO roof can be adhered directly to the deck. 27 Provide standard Carlisle compressible tube expansion joint $ (4,433) x rather the s ecified Balco product. BALDININ&SHELL CONS IRUG FION C O M P A M Y Attachment "B" of Proposal Letter Dated October 3, 2014 Bid Package No.2 Negotiated Changes North Liner Building Status a2i � w Mutually Estimated W w Exclusive No. Date Description Savings 0 Q Items 281 1 Not Used x 291 1 Not Used x 30 Delete the (12) type "E" fire curtain wall frames from North Liner IBuilding. $ (62,168) x 31 Delete the interior film on the glass on the glass in the North $ (12,303) x Liner Building. 32 At the NLB, replace mullion mate 5 with Trimtex Fastcaps 4510 $ (9,416) x orequal. 33 At the NLB, replace FSK insulation with unlaced insulation. $ 4,250 x 34 At the NLB, replace specified ceiling the with Armstrong #1728 $ (17,029) x U SG#2410 35 Use all Pro Concrete Floor Sealer in lieu of epoxy concrete $ (6,349) x sealer. 36 At non -rated walls, finish to 6" above ceiling height in lieu of $ (4,842) x deck height 38 Change all carpets to $40.00/sy allowance installed $ (15,282) x 39 Change CT-1 to $10.00/SF allowance installed. $ (6,153) x 40 Change CT-2 to $9.50/SF allowance installed. $ (1,042) x 41 Change roller shades to Draper Manual Flexshades XD $ (12,722) x 42 42 Change roller shade to Bali Heritage 2" aluminum mblinds. $ (23,616) x 41 43 Provide alternate manufacturer for finish hardware. $ (11.837) x 44 Provide alternate manufacturer for toilet accessories. $ (4,304) x 45 Change NLB frames to Hollow Metal, delete wood fascia panels, $ (73,412) x Modify doTall partitions accordingly, 46 Delete seamless epoxy flooring from the mezzanine on the NLB, $ (8,574) x leaving exposed sealed concrete. 57 Reconcile allowance - fiber cement wall panels, metal wall and $ (105,541) x soffit panels Baldwin & Shell Fee Reduction $ 15,105 x Subtotal Estimated Savings $ (507,811) Change Total ACCEPTED: $ (263,189) $263,189 Total PENDING: $ (149,793) $149,793 'total REJECTED: $ (94,829) $ 94,829 Working Estimate: $ 3,435,164 Approved NC Items: $ (263,189) Revised Working Estimate: $ 3,171,975 BALDWIN SNELL coils ! RUC 1 1 0 11 C O M P A N Y Spring Street Parking Deck and North Liner Building Bid Package No. 2 Proposed Negotiated Changes —September 19, 2014 Attachment "C" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 1. Exposed building concrete work to be performed in accordance with ACI Class "B". Deduct $ 179,962 2. With the exception of concrete surfaces exposed to view and directly facing a street, exposed concrete work will be performed in accordance with ACI Class "C". Concrete surfaces exposed to view and directly facing a sidewalk or entry will receive a rubbed finish. 3. Change thickness of Garage under slab gravel to 4" thick in lieu of 18" thick. 4. Change pump on rainwater harvesting tank from 40 GPM to 20 GPM. Deduct $ 246,731 Deduct $17,450 Deduct $ 38,000 5. At basement walls, provide rigid insulation board only at upper 48" of wall in lieu of full height. Deduct $ 6,508 6. Light fixture package revisions at North Liner Building: • Change the Focal Point FMA series for Type TA1 and TA1E to Focal Point LUNA series • Change the Focal Point FTW-S series (Types P1, P2, and P2E) to Alera PLK series • Change X1 from Dual-lite SES series exits to Dual —lite LXU polycarbonate exits 7. Provide regular light switches in lieu of occupancy sensors at North Liner Building. Deduct $ 6,779 Deduct $ 3,659 8. Provide aluminum conductors in lieu of copper for all feeders at Garage and North Liner Building. Deduct $ 3,261(Gar) Deduct $ 9,783 (NLB) 9. Use MC Cable for vertical drops in stud walls in lieu of EMT, at North Liner Building. Deduct $ 3,045 10. Use EMT conduit and compression type fittings in lieu of rigid conduit, at exposed locations in garage. Deduct $ 4,692 Page 1 of 5 BALBWIH SHELL CONSTRUC I ION C 0 M P A M Y Attachment "C" of Proposal Letter Dated October 3, 2014 Bid Package No, 2 11. Change above ground storm drain piping in the Garage to PVC DWV SCH.40 in lieu of cast iron compression joint piping. Deduct $ 8,686 12. Delete the economizer section from AHU-13 and this deletes the exhaust fan VFD, and exhaust damper. Deduct $ 6,558 13. Delete the economizer section from AHU-14 and this deletes the exhaust fan VFD, and exhaust damper. Deduct $ 4,608 14. Combine some of the interior office VAV boxes (13.7 & 13.9) (13.6 & 13.5) (13.8 & 13.10) (13.23 & 13.24) (13.26 & 13.29) (13.27 & 13.30) with the net effect of eliminating 6 VAV boxes. Deduct $ 3,231 15. Remove 6 VAV boxes from scope of controls (related to Item #14). Space temperature sensors will still be provided in these areas. Deduct $ 2,900 16. Remove controls associated with the AHU exhaust fans and exhaust dampers (Items # 15, 16). Also remove exhaust fan VFD's. 17. Delete requirement of two factory training courses. 18. Remove air flow measuring station from AHU's. 19. Remove conduit requirement for BAC net network wiring. Cable to be plenum rated. 20. 11-11-1 & 11-1-2 — Use Greenheck Model FRSI (48" size) in lieu of Model FGI (42"x50") Deduct $ 4,735 Deduct $ 5,918 Deduct $ 3,729 Deduct $ 1,006 Deduct $ 1,284 21. LV-1— Use 46"x32" (duct mounted) combination fire/smoke damper in lieu of 120"x48". Deduct $ 1,184 22. LV-1 — Use no combination fire/smoke damper — Based on combining VAV's (13.7-13.9) (13.6-13.5) (13.8- 13.10) (13.23-13.24) (13.26-13.29) (13.27-13.30). Deduct $ 2,835 Page 2 of 5 BALIWIN SHELL C 0 a S I H 0 C 1 1 0 11 C 0 M P A H Y Attachment "C" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 23. Assuming deletion of the economizer section of AHU-13 &14. Eliminate the relief air duct from AHU's to LV-1. 24. Eliminate LV-1(including fire/smoke damper and back draft damper). Deduct $ 9,618 Deduct $ 3,551 "NOTE FOR OPTIONS 22 & 23: This is a "VE budget estimate only". In order to provide an accurate estimate, revised drawings will be required. 25. Insulation changes: OSA and round supply duct changed to 2" % lb, all purpose duct wrap. Condensate drains and suction pipe changed to %" FEPC on condensate drains and %" Armaflex on suction pipe. HVAC pipe changed to 1" thick FEPC, Domestic water changed to At" thick FEPC. Deduct $ 2,325 26. Provide an average R-20 polystyrene insulation and slope -to -drain as part of the lightweight insulating concrete roof deck at the North Liner Building. A fleeceback TPO roof can be adhered directly to the deck. Deduct $ 33,785 27. Provide a standard Carlisle compressible tube expansion joint rather than the specified Balco product. Deduct $ 4,433 28. Not Used 29. Not Used 30. Delete the (12) type "E" fire curtain wall frames from North Liner Building. 31. Delete the interior film on the glass in the North Liner Building. Deduct $ 62,168 Deduct $ 12,303 32. At the North Liner Building, replace mullion mate 5 with Trimtex Fastcaps 4510 or equal. Deduct $ 9,416 33. At the North Liner Building, replace FSK insulation with unfaced insulation. Deduct $ 4,250 34. At the North Liner Building, replace specified ceiling tile with Armstrong #1728 (USG #2410). Deduct $ 17,029 Page 3 of 5 BALDWIN SNELL Dated Attachment er , 20 of Proposal Letter Dated October 3, 2014 COUSIRUC11011 C0NPAXY BidPadcageNo.2 35. Use All Pro Concrete Floor Sealer in lieu of epoxy concrete sealer. Deduct $ 6,349 36. At non -rated walls, finish to 6" above ceiling height in lieu of deck height. 37. Not Used 38. Change all carpets to $40.00/sy allowance, installed. 39. Change CT-1 to $10.00/sf allowance, installed. 40. Change CT-2 to $9.50/sf allowance, installed. Deduct $ 4,842 Deduct $15,282 Deduct $ 6,153 Deduct $1,042 41. Change roller shades to Draper Manual Flexshades XD, Revive fabric. Deduct $ 22,722 Or 42. Change roller shades to Bali Heritage 2" aluminum blinds. Deduct $ 23,616 43. Provide alternate manufacturers for finish hardware. Deduct $11,837 44. Provide alternate manufacturers for toilet accessories. Deduct $ 4,304 45. Change North Liner Building frames to hollow metal, delete wood fascia panels, modify drywall partitions accordingly. This is a budget estimate and will require drawing revisions by the design team. Deduct $ 73,412 46. Delete seamless epoxy flooring from the mezzanine of the North Liner Building, leaving exposed sealed concrete. Deduct $ 8,574 47. Change brick pavers to sand -set in lieu of mortar. Deduct $3,228 Page 4 of 5 BALDWIN&NELL Attachment 20of 14 Proposal Letter Dated October 3, 2014 C011S I RUCI101IOMPANY BidPadcageNo.2 48. Revise cost of re -mobilization for Cobar Construction to $16,358. Deduct $25,232 49. Add requirement for water stop ties and elastic vinyl plugs in basement walls. Add $13,561 50. Not Used 51. Increase Allowance for Miscellaneous Steel, Weathered Steel Panels and Green Screen System to $732,000. Add $175,399 52. Establish Allowance for accommodation of Fire Department plan review comments. 53. Accountable Fire Department requests regarding stair no. 1 and stair no.2. Add $60,000 Add $ 45,931 54. Accommodate Fire Department requests regarding exit and emergency light fixtures. Add $17,138 55. Omit requirement for Chlorine Ion testing and shrinkage testing of concrete mixes. Deduct $ 5,362 56. Add costs of increased duration of earthwork operations of Bid Package No. 1 due to delayed start of work and resulting loss of daylight working hours. Add $19,995 57. Reconcile allowances for metal wall and soffit panels and fiber cement wall panels. Deduct $ 121,312 Alt. 1 Delete installation of buried conduits for undergrounding of overhead utilities along Spring Street. {City to self -perform. Deduct $ 99,858 Page 5 of 5 BALMIH SHELL cons I RUC 1 1011 c 014 PA R Y Spring Street Parking Deck and North Liner Building Bid Package No. 2 Qualifications to Concrete Work Attachment "D" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 1. Costs for concrete materials are included as follows: (Prices are from Mid Continent Concrete, and secure through March 2015.) a. Costs for 4000 PSI mix with Fly Ash (25%) for Drilied Piers Applications are $94.75 per Cubic yard plus taxes. b. Costs for 3000 PSI mix with Fly Ash (15%) for Non -Structural Exterior Applications such as Sidewalks, Paving and Curb & Gutter $90.75 per cubic yard plus taxes. c. Costs for 5000 PSI mix with Fly Ash (30%) for Parking deck Superstructure Applications are $93.75 per cubic yard plus taxes. d. Costs for 4000 PSI mix with Fly Ash (20%) for Structural Applications other than those listed above for $90.50 plus taxes. e. Costs for AHTD Class 5 Mix for Retaining Wall Applications are $92.50. 2. Costs for admixtures used for contractor's means and methods, climate control, workability and early strength are included where applicable and are as follows: a. Heated Water b. Non -Calcium Accelerator 1% included c. Superplasticizer d. All Cement Mix 3. Costs for Chlorine Ion Testing and Shrinkage testing are excluded. 4. Costs for addition of a concrete shrinkage reducer of any kind are excluded. S. Costs for addition of a corrosion inhibitor of any kind are excluded. 6. Costs to tape, caulk or any other treatment at form joints are excluded. Form joints will be tightly butted. 7. An allowance for costs of Mockups in the amount of $2,500.00 is included. 8. The Proposal is based'on a pour size of approximately 14,000 +/- square feet per pour with 2 pours per typical floors. 9. Largest form liner panel size will be 48. 10. Swirl float finish is excluded. Method of placement and finish will be to strike the concrete, float with a channel float followed by a broom finish with amplitude of approximately 1/8". Page 1 of 2 BQLDWIH SHELL C 0 11 S 1 R O C 1 1 0 11 C O M P A N Y Attachment "0" of Proposal Letter Dated October 3, 2014 Bid Package No. 2 11. Form liner for Class "C' work will be MDO plywood for suspended decks and metal forms for walls. Modifications to Specifications 1. Refer to Section 03 10 00 (Parking Deck Superstructure): a. Paragraph 2.2 - Delete Item C. b. Paragraph 3.2 - Delete Item B. c. Paragraph 3.3 - Delete Item B. Form joints will be tightly butted. d. Paragraph 3.4 -Offset for Class C will be %2". 2. Refer to Section 03 1100: a. Paragraph 1.2 - Delete Item B. No requirement for watertight joint. Form joints will be tightly butted. b. Paragraph 1.2 - Delete Item C. No requirement for watertight joint. Form joints will be tightly butted. c. Paragraph 1.3 (A) - Delete Item 1. d. Paragraph 2.1- Delete Item B. e. Paragraph 2.1(E) - Allow use of wood as chamfer material and delete the requirement of "fully sealed at all edges". f. Paragraph 2.1(F) - Clarify that requirement for Water Stop Ties applies only to basement walls of occupied and conditioned spaces. g. Paragraph 2.1 (F) -- Clarify that requirement for Elastic Vinyl Plug applies only to basement walls of occupied and conditioned spaces. h. Paragraph 3.2 (C) - Replace with: "Locate form joints in a uniform pattern with joints aligned as closely as practical." i. Paragraph 3.2 (E) - Delete Item 1. Wall Tolerances will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. j. Paragraph 3.2 (E) - Delete Item 3. Form Offset will be in accordance with ACI Class A, B, or C as applicable with approved negotiated changes. k. Paragraph 3.3 (K) - Delete Item 3. I. Paragraph 3.3 ())1- Delete Item b. m. Paragraph 3.3 (L) - Refer to Item 1 (a), Change 100% to 70%. n. Paragraph 3.3 (L) - Refer to Item 1(b), Change 48 hours to 24 hours. 3. Refer to Section 03 30 00 (Parking Deck Superstructure): a. Paragraph 1.7 - Delete Item A. Wall in -place will serve as mock-up sample. b. Paragraph 3.4 (B) - Delete Item 3 (b). Follow ACI requirements for Hot Weather Concreting. c. Paragraph 3.6 (C) - Delete requirement for Final Light Swirl Float Finish. Finish will be light broom. d. Paragraph 3.6 (D) - Delete requirement for Final Medium Swirl Finish. Finish will be light broom. e. Paragraph 3.8 - Refer to Item A, Add to end of sentence "as closely as practical". f. Paragraph 3.8 - Delete Item I. 4. Refer to Section 03 30 00: a. Paragraph 2.4 (A) -Refer to Item 3, change 15% to 35%. b. Paragraph 3.12 (B) -Refer to Item 2, Add to end of sentence "as closely as practical'. Page 2 of 2 BALDWIN SNELL Colts] RUCI loll C0IAPANY Spring Street Parking Deck and North Liner Building Bid Package No. 2 Drilled Pier Unit Prices 1. 30" Dia. ADD: $202.96/L.F.; 2. 36" Dia. ADD: $245.69/L.F.; 3. 42" Dia. ADD: $288.41/L.F.; 4. 48" Dia. ADD: $341.82/L.F.; 5. 54" Dia. ADD: $416.60/L.F.; DEDUCT: $50.35/L.F.; DEDUCT: $60.95/L.F.; DEDUCT: $71.55/L.F.; DEDUCT: $84.80/L.F.; DEDUCT: $103.35/L.F.; Attachment "E" of Proposal Letter Dated October 3, 2014 Bid Package No, 2 ROCK: $320.46/L.F. ROCK: $384.55/L.F. ROCK: $459.33/L.F. ROCK: $555.46/L.F. ROCK: $651.60/L..F. *These prices are based on Unit Prices provided by Midwest Foundations Company. Page 1 of 1 BALDIIWIN&SHELL C 0 N 5 I R U C r 1 0 N C O M P A 14 Y Attachment "F", of Proposal Letter dated September 19, 2014 Bid Package No, 2 Attachment "F" Bid Package No. 2 - Spring Street Parking Deck Specifications All Specifications are dated July 11, 2014 Specifications Section Number Title Pages GARVER - VOLUME 1 of 2 CONTRACT DOCUMENTS AND GENERAL REQUIREMENTS DIVISION 00 - BIDDING AND CONTRACTING REQUIREMENTS 00 00 01 Certifications 1-4 0001 00 Table of Contents 1-4 00 70 00 AIA 201 - General Conditions of the Contract for Construction 1-50 00 73 00 Wage Rate Requirements 1-5 DIVISION 01 - GENERAL REQUIREMENTS 01 11 00 Summary of Work 1 01 1200 Project Meetings 1-2 01 2600 Contract Modification Procedures 1-3 01 31 00 Project Management and Coordination 1-6 01 3200 Construction Progress Documentation 1-5 01 3300 Submittal Procedures 1-5 01 4200 References 1-3 01 4529 Testing Laboratory 1-10 01 5000 Temporary Facilities and Controls 1-8 01 7700 Closeout Procedures 1-3 TECHNICAL SPECIFICATIONS DIVISION 02 - EXISTING CONDITIONS - NOT USED DIVISION 03 - CONCRETE 0301 00 Concrete Surface Repair 1-6 031000 Concrete Formwork - Parking Deck Superstructure 1-6 03 11 00 Concrete Formwork 1-5 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 20 00 Concrete Reinforcement 1-3 03 21 00 Post Tensioned Concrete - Parking Deck Superstructure 1-10 03 25 00 Concrete Accessories - Parking Deck Superstructure 1-7 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 03 30 00 Cast in Place Concrete 1-23 03 52 16 Lightweight Insulating Concrete 1-5 03 60 00 Grout 1-8 03 60 00.1 Grout Supplement 1-3 03 62 00 Non -Shrink Grout 1-2 03 64 00 Concrete Repair Crack Injection 1-5 Page 1 of 8 BALDWIN&SHELL Attachment Proposal Letter dated September 19, 2014 CONS Inuc TION COMPANY Bid Package No. 2 DIVISION 04 - MASONRY 04 20 00 Unit Masonry 1-9 DIVISION 05 - METALS 05 12 00 Structural Steel Framing 1-10 051200 Structural Steel - Parking Deck Superstructure 1-8 05 30 00 Metal Decking - Parking Deck Superstructure 1-4 0531 00 Steel Decking 1-8 05 40 00 Cold -Forming Metal Framing 1-7 05 50 00 Metal Fabrication 1-13 05 52 13 Pipe and Tube Railings 1-5 05 99 00 Miscellaneous Metals - Parking Deck Superstructure 1-8 DIVISION 06 - WOOD. AND COMPOSITES 06 10 53 Miscellaneous Rough Carpentry 1-4 06 16 00 Sheathing 1-7 DIVISION 07 -THERMAL AND MOISTURE PROTECTION 07 11 20 Waterproofing Membrane (Plaza Systems) 1-13 07 13 26 Self -Adhering Sheet Waterproofing 1-7 07 18 00 Concrete Sealers 1-5 07 21 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 0741 13 Metal Roof Panels 1-13 0741 20 Metal Wall Panels 1-13 07 44 56 Fiber Reinforced Cementitous Panels 1-6 07 54 00 Thermoplastic Membrane Roofing 1-6 07 62 00 Sheet Metal Flashing and Trim 1-7 0771 00 Manufactured Roof Specialties 1-9 07 72 00 Roof Accessories 1-3 0781 00 Applied Fireproofing 1-5 07 84 13 Penetration Firestopping 1-5 07 90 00 Joint Sealants - Parking Garage 1-7 0791 00 Expansion Joint Sealant Systems - Parking Garage 1-7 07 92 00 Joint Sealants 1-7 07 95 00 Expansion Control 1-7 DIVISION 08 - OPENINGS 0811 13 Hollow Metal Doors and Frames 1-6 0841 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0851 13 Aluminum Windows 1-8 0851 30 Custom Steel Window Systems 1-16 08 62 00 Unit Skylights 1-6 0871 00 Door Hardware 1-14 08 80 00 Glazing 1-8 0891 10 Glazed Aluminum Curtain Walls 1-9 Page 2 of 8 BALOVIIN&SHELL Attachment"temb9, 20 a1 Proposal Letter dated September 19, 2014 c0115 r RUC 110 N COMPANY Bid Package No. 2 DIVISION 09 - FINISHES 09 29 00 Gypsum Board 1-4 0991 13 Exterior Paint 1-5 0991 23 Interior Paint 1-7 09 92 00 Pavement Marking - Parking Garage 1-4 09 96 00 Hi Performance Coatings 1-8 DIVISION 10 -SPECIALTIES 101400 Signage - Parking Garage 1-7 10 44 00 Fire Protection Specialties 1-4 DIVISION 14 - CONVEYING EQUIPMENT 1421 00 Electric Traction Elevators 1-11 GARVER - VOLUME 2 OF 2 DIVISION 21 - FIRE PROTECTION 21 1200 Fire -Suppression Standpipes 1-8 DIVISION 22 - PLUMBING 22 05 17 Sleeves and Sleeve Seals for Plumbing Piping 1-2 22 05 23.12 Ball Valves for Plumbing Piping 1-3 22 05 23.14 Check Valves for Plumbing Piping 1-2 22 05 29 Hangers and Supports for Plumbing Piping and Equipment 1-3 2211 16 Domestic Water Piping 1-4 2211 19 Domestic Water Piping Specialties 1-3 22 13 16 Sanitary Waste and Vent Piping 1-6 22 13 19 Sanitary Waste Piping Specialties 1-2 22 14 13 Facility Storm Drainage Piping 1-5 22 14 23 Storm Drainage Piping Specialties 1-2 22 14 29 Sump Pumps 1-2 DIVISION 23 - HEATING, VENTILATING AND AIR-CONDITIONING 1HVAC 23 05 00 Common Work Results for HVAC 1-12 23 05 53 Identification for HVAC Piping and Equipment 1-7 23 05 93 Testing Adjusting and Balancing for HVAC 1-12 23 07 00 HVAC Insulation 1-32 2331 13 Metal Ducts 1-11 23 33 00 Air Duct Accessories 1-8 23 37 23 HVAC Gravity Ventilators 1-4 23 81 26 Split -System Air -Conditioners 1-5 DIVISION 26 - ELECTRICAL 26 05 19 Low -Voltage Electrical Power Conductors and Cables 1-4 26 05 26 Grounding and Bonding for Electrical Systems 1-6 26 05 33 Raceways and Boxes for Electrical Systems 1-10 26 24 16 Panelboards 1-9 Page 3 of 8 BALOWIH&SHELL Atttemb en 9, 20 4 Proposal Leiter dated September 19, 2014 C 0 H S T R U C T 1 0 N COMPANY Bid Package No. 2 26 27 26 Wiring Devices 1-14 26 51 00 Interior Lighting 1-8 26 56 00 Exterior Lighting 1-8 DIVISION 31 - EARTHWORK 31 11 00 Site Preparation 1-3 31 2213 Subgrade Preparation 1-2 312219 Grading 1-3 312316 Excavation 1-3 31 2316.13 Trenching for Site Utilities 1-3 31 2316.13 Trenching for Water and Sewer Lines 1-4 312319 Dewatering 1-2 31 2323.13 Fill and Backfill 1-5 31 2323.16 Trench and Backfill 1-7 31 2323.16 Trench Bedding and Backfill for Water and Sewer Lines 1-4 31 3200 Soil Erosion Stabilization 1-8 31 5000 Excavation Support Systems 1-2 31 6329 Drilled Concrete Piers and Shafts 1-11 DIVISION 32 -EXTERIOR IMPROVEMENTS 32 10 00 Concrete Sidewalks 1-3 3211 00 Base Course 1-4 32 13 13 Portland Cement Concrete Paving 1-5 32 13 15 Curb and Gutter 1-2 32 14 00 Unit Paving 1-7 32 17 16 Speed Bump 1-2 32 17 26 Tactile Warning Surfacing 1-5 32 32 23 Modular Block Retaining Wall 1-8 32 84 23 Landscape Irrigation System 1-5 3291 13 Sodding, Seeding, Fertilizing & Mulching 1-5 32 93 00 Plants 1 DIVISION 33 - UTILITIES 33 40 00 Storm Drainage Piping 1-3 33 40 00.1 ADS N12 WT AASHTO Pipe Specification 1-2 33 40 00.2 ADS DURASLOT Pipe Specification 1-2 3341 19 Pipe Laying 1 33 44 19 Conteck CDS Technical Specifications 1-5 33 44 19.1 Urbangreen RWH Mechanical System Specification 1-7 33 46 00 Subdrainage 1-7 33 49 22 Duromaxx 30 in - 120 in Specification 1-2 ADDITIONAL REFERENCE INFORMATION APPENDIX A Wage Rate Determination 1-6 APPENDIX B Geotechnical Report 1-53 City of Fayetteville Standard Specifications for Design and Construction of APPENDIX C Water Lines and Sewer Lines Page 4 of 8 BALDWIN&SHELL CONS TRUCI ION C 0 M P A N Y Attachment "V, of Proposal Letter dated September 19, 2014 Bid Package No. 2 Table of Contents 1 1000 General Requirements and Procedures 1-4 1100 General Design Standards - Water 1-16 1200 General Design Standards - Sewer 1-14 2000 Trench Safety 1-2 2100 Erosion and Sediment Control 1-10 2200 Site Preparation 1-4 2300 Excavation, Backfilling, and Compacting 1-10 3000 Sewer Pipe, Fittings, and Materials 1-10 3100 Installation of Sewer Pipe, Fittings, and Materials 1-12 3200 Installation of Sewer Pipe Service Lines 1-8 3300 Manholes 1-12 3400 Steel Encasement Pipe 1-5 3500 Sewer Pump Stations 1-14 3600 Cast -In -Place Concrete 1-4 4000 Water Pipe, Fittings, and Materials 1-14 4100 Installation of Water Pipe, Fittings, and Materials 1-18 4200 Water Line Pressure Reduction Procedures 1-4 5000 Sewer Line Cleaning 1-4 5100 Sewer Line Television Inspection 1-4 5200 Inspection and Testing of Sewer Lines, Manholes, and Service Lines 1-8 5300 Inspection and Testing of Water Lines and Service Lines 1-6 6000 Pavement Repair 1-5 6100 Lawn and Grass Restoration 1-8 6200 Reporting Forms 1-10 Standard Details - Separate Document 1-57 APPENDIX D Storm Water Pollution Prevention Plan {SWPPP} 1-13 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. BOORA-S P EC I FI CATIONS All Specifications are dated July 3, 2014 DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS 007000 General Conditions 1 AIA Document A201, General Conditions of the Contract for Construction 1-50 007300 Wage Rate Requirements 1-7 DIVISION 01 -GENERAL REQUIREMENTS 01 1000 Summary of Work 1-3 012100 Allowances 1-2 01 3000 Submittals and Substitutions 1-7 Substitution Request Form 1-2 01 3250 Project Close -Out Submittals 1-2 01 5000 Temporary Facilities and Controls 1-3 Page 5 of 8 BALDWIN&SHELL Atttemb en 9, 20 of Proposal Letter dated September 19, 2014 caNsrNucrlail COMPANY Bid Package No. 2 017000 Cleaning 1-2 DIVISION 02 - EXISTING CONDITIONS - Not Used DIVISION 03 - CONCRETE 033301 Epoxy Concrete Sealer DIVISION 04 - MASONRY - Not Used DIVISION 05 - METALS 055500 Steel Stairs and Railing 1-4 DIVISION 06 -WOOD, PLASTICS AND COMPOSITES 061000 Rough Carpentry 1-3 064000 Architectural Woodwork 1-5 DIVISION 07 -THERMAL AND MOISTURE PROTECTION 078500 Firestopping 1-6 079000 Joint Sealants 1-6 079500 Expansion Control 1-4 DIVISION 08 - OPENINGS 081000 Hollow Metal Doors and Frames 1-5 082000 Wood Doors 1-5 083100 All -Glass Entrances and Storefronts 1-3 087000 Hardware 1-6 088000 Glazing 1-4 DIVISION 09 - FINISHES 092500 Gypsum Drywall 1-10 092700 Drywall Shaft Systems 1-5 093100 Tile 1-6 095100 Acoustical Ceilings 1-3 096610 Resilient Linoleum Sheet Flooring 1-7 096750 Seamless Epoxy Flooring 1-4 096800 Carpet 1-6 099000 Painting 1-4 DIVISION 10 -SPECIALTIES 101500 Compartments and Cubicles 1-3 105200 Fire Protection Specialties 1-2 108000 Toilet and Bath Accessories 1-2 109500 Miscellaneous Specialties 1-2 DIVISION 11 - EQUIPMENT - Not Used DIVISION 12 - FURNISHINGS Page 6 of 8 BALOVIIN&SHELL Attachment , 2014 of Proposal Leiter dated September 19 caNSIRucr10N COMPANY Bid Package No. 2 125200 Mechanical Window Shades 1-3 DIVISION 13 - SPECIAL CONSTRUCTION - Not Used DIVISION 14 -CONVEYING EQUIPMENT SYSTEMS - Not Used DIVISION 21 - FIRE SUPPRESSION 21 1000 Water -Based Fire -Suppression Systems 1-11 DIVISION 22 - PLUMBING 220010 Generat Plumbing Requirements 1-23 220015 Coordination 1-3 220500 Common Work Results for Plumbing 1-12 220515 Basic Piping Materials and Methods 1-12 220516 Expansion Fittings and Loops for Plumbing Piping 1-3 220519 Meters and Gauges for Plumbing Piping 1-4 220523 General -Duty Valves for Plumbing Piping 1-8 220529 Hangers and Supports for Plumbing Piping 1-6 220550 Vibration Isolation for Plumbing Piping & Equipment 1-12 220553 Identification for Plumbing Piping & Equipment 1-8 220700 Plumbing Insulation 1-9 221100 Water Distribution Piping & Specialties 1-17 221111 Mechanically Joined Plumbing Piping Systems 1-8 221300 Sanitary Drainage & Vent Piping & Specialties 1-15 221400 Storm Drainage Piping & Specialties 1-11 224000 Plumbing Fixtures 1-14 227000 Natural Gas Systems 1-13 DIVISION 23 - HEATING. VENTILATING AND AIR CONDITIONING 230010 General Mechanical Requirements 1-17 230015 Electrical Coordination for Mechanical Equipment 1-3 230500 Common Work Results for HVAC 1-9 230510 Basic Piping Materials and Methods 1-8 230513 Common Motor Requirements for HVAC Equipment 1-6 230514 Variable Frequency Drives 1-9 230519 Meters and Gauges for HVAC Piping 1-5 230523 General -Duty Valves for HVAC Piping 1-9 230529 Hangers and Supports for HVAC Piping and Equipment 1-6 230550 Vibration Isolation for HVAC Piping & Equipment 1-8 230553 Identification for HVAC Piping and Equipment 1-8 230593 Testing, Adjusting, and Balancing for HVAC 1-8 230700 HVAC Insulation 1-8 230923 Direct -Digital Control for HVAC 1-20 232113 Hydronic Piping 1-13 232300 Refrigerant Piping 1-9 233113 Metal Ducts 1-15 233300 Air Duct Accessories 1-9 Page 7 of 8 BALBWIN&SHELL C a N s I N U C 11 0 N C O M P A N Y Attachment "F", of Proposal Letter dated September 19, 2014 Bid Package No. 2 233416 Centrifugal HVAC Fans 1-6 233423 HVAC Power Ventilators 1-6 233600 Air Terminal Units 1-4 233713 Diffusers, Registers & Grilles 1-5 233723 HVAC Gravity Ventilators 1-4 235100 Breechings, Chimneys and Stacks 1-4 236313 Air -Cooled Refrigerant Condensers 1-5 237313 Modular Indoor Central Station Air Handling Units 1-9 238123 Computer Room Air -Conditioning 1-5 238413 Humidifiers (Dispersion Type) 1-4 238500 Electric Heating Units 1-3 DIVISION 26 - ELECTRICAL 260010 General Electrical Requirements 1-20 260500 Common Work Results for Electrical 1-12 260502 Equipment Wiring Systems 1-3 260519 Low -Voltage Electrical Power Conductors and Cables 1-10 260526 Grounding and Bonding for Electrical Systems 1-11 260529 Hangers and Supports for Electrical Systems 1-6 260533 Raceway and Boxes for Electrical Systems 1-16 260553 Identification for Electrical Systems 1-8 260573 Overcurrent Protective Device Coordination Study 1-8 262200 Low -Voltage Transformers 1-8 262416 Panelboards 1-12 262726 Wiring Devices 1-9 262813 Fuses 1-4 262816 Enclosed Switches and Circuit Breakers 1-7 265100 Interior Lighting 1-19 DIVISION 27 - COMMUNICATIONS - Not Used DIVISION 28 -ELECTRONIC SAFETY AND SECURITY 281111 Digital, Addressable Fire -Alarm System 1-12 DIVISION 31 - EARTHWORK - Not Used DIVISION 32 - EXTERIOR IMPROVEMENTS - Not Used DIVISION 33 - UTILITIES - Not Used Page 8 of 8 BALDWIN&SHELL C e N s I A U C I 1 0 N C e M P A N Y Attachment "G" of Proposal Letter Dated September 19, 2014 Bid Package No. 2 Attachment "G" Bid Packa a No. 2 - Sprina Street Parkina Deck List of Drawings GARVER DRAWINGS No Title Date G001 Cover Sheet July 2014 G002 Index of Sheets July 2014 SURVEY V101 Site Plat, General Notes, and Legend July 2014 V102 Easement Dedication Plat July 2014 V103 Existing Topographic Survey July 2014 CIVIL C001 City of Fayetteville General Notes 1 July 2014 C002 Maintenance of Traffic/Staging Plan July 2014 C101 Site Layout and Erosion Control Plan July 2014 C102 Grading and Drainage Plan 1 July 2014 C103 Grading and Drainage Plan 2 July 2014 C104 Grading and Drainage Plan 3 July 2014 C105 Utility Plan July 2014 C106 South Retaining Wall Plan and Profile July 2014 C501 Site Details 1 July 2014 C502 Site Details 2 July 2014 C503 Site Details 3 July 2014 C504 Site Details 4 July 2014 C505 Site Details 5 July 2014 C506 Site Details 6 July 2014 C507 Site Details 7 July 2014 SI-2 AHTD Standard Drawing 2-27-14 LANDSCAPING L101 Tree Preservation Plan July 2014 L102 Landscaping Plant July 2014 L103 Landscaping Plan 2 July 2014 L104 Landscaping Plan 3 July 2014 L501 Landscaping Details July 2014 ARCHITECTURAL A000 General Notes July 21, 2014 A015 Window Schedule July 21, 2014 A016 Window Schedule July 21, 2014 A017 Door Schedule, Glazing Schedule July 21, 2014 A020 Code Analysis Summary July 2014 Page 1 of 6 BALDWIN&SNELL Proposal Letter Dated Septtembemb Attachmentof er 19, 2014 CON51Ruc 11014 C D M P A N Y Bid Package No. 2 A021 Level B2 Life Safety Plan July 2014 A022 Level B1 Life Safety Plan July 2014 A023 Level 1 Life Safety Plan July 2014 A024 Level 2 Life Safety Plan July 2014 A025 Level 3 Life Safety Plan July 2014 A026 Existing WAC Review Plan July 2014 A100 Building Plans July 2014 A101 Building Plans July 2014 A102 Building Plans July 2014 A103 Building Plans July 2014 A110 NLB Basement Plan July 2014 A111 NLB Plan July 2014 All 12 Enlarged Liner Building Plans July 2014 A200 Exterior Elevations July 2014 A201 Exterior Elevations July 2014 A210 Building Sections July 2014 A211 Building Sections July 2014 A400 Enlarges Stair Plans and Elevations July 2014 A401 Enlarged Core Stair Plans July 2014 A402 South and East Liner Buildings Enlarged Plans July 2014 A500 Wall Sections July 21, 2014 A501 Wall Sections July 21, 2014 A502 Wall Sections July 21, 2014 A503 Wall Sections July 21, 2014 A504 Wall Sections July 21, 2014 A505 Wail Sections July 21, 2014 A506 Wall Sections July 2014 A507 Wall Sections July 21, 2014 A700 Details July 21, 2014 A701 Details July 21, 2014 A702 Details July 21, 2014 A703 Details July 21, 2014 A704 Details July 21, 2014 A710 Details July 21, 2014 A711 Details July 21, 2014 A712 Details July 21, 2014 A713 Details July 21, 2014 STRUCTURAL S001 General Notes July 2014 S002 General Notes July 2014 S003 General Notes July 2014 S101 Foundation Plan - Parking Deck July 2014 S102 Foundation Plan - North Liner Building July 2014 S103 Framing Plan & Mezzanine Framing Plan - North Liner Building - L1 July 2014 Page 2 of 6 BALDWIN&SHELL Attachment "G0 of Proposal Letter Dated September 19, 2014 comsr RUC r 1 0 N C0MPANY Bid Package No. 2 S104 Framing Plan - North Liner Building - Level 2 July 2014 S105 Framing Plan - North Liner Building - Roof July 2014 S201 Bracing Elevations, Sections, & Details July 2014 S301 Foundation Sections I July 2014 S302 Foundation Sections II July 2014 S303 Foundation Sections III July 2014 S304 Foundation Sections IV July 2014 S305 Foundation Sections V July 2014 S306 Foundation Sections VI July 2014 S307 Foundation Sections VII July 2014 S308 Foundation Sections VIII July 2014 S309 Framing Sections I July 2014 S310 Framing Sections II July 2014 S311 Framing Sections III July 2014 S312 Framing Sections IV July 2014 S313 Framing Sections V July 2014 S401 Enlarged Plans July 2014 S501 Standard Foundation Details I July 2014 S502 Standard Foundation Details II July 2014 S503 Standard Framing Details I July 2014 MECHANICAL M101 Parking Deck Level B2 HVAC Plan July 2014 M102 Parking Deck Level B1 HVAC Plan July 2014 M103 Parking Deck Level 1 HVAC Plan July 2014 M104 Parking Deck Level 2 HVAC Plan July 2014 M105 Parking Deck Level 3 HVAC Plan July 2014 M501 Details July 2014 M601 HVAC Schedules July 2014 ELECTRICAL E001 Notes, Legend and Abbreviations July 2014 E101 Level B2 Electrical Plan July 2014 E102 Level B1 Electrical Plan July 2014 E103 Level 1 Electrical Plan July 2014 E104 Level 2 Electrical Plan July 2014 E105 Level 3 Electrical Plan July 2014 E501 Electrical One -Line Diagram July 2014 E502 Electrical Schedules I July 2014 ES101 Site Electrical Plan July 2014 ES501 Site Electrical Details July 2014 PLUMBING P001 Notes, Legend and Abbreviations July 2014 P101 Parking Deck Level B2 Piping Plan July 2014 P102 Parking Deck Level B1 Piping Plan July 2014 P103 Parking Deck Level 1 Piping Plan July 2014 Page 3 of 6 BALDIIVIN&SNELL C 0 N s T R U C T 1 0 11 C 0 M P A N Y Attachment "G" of Proposal Letter Dated September 19, 2014 Bid Package No. 2 P104 Parking Deck Level 2 Piping Plan July 2014 P105 Parking Deck Level 3 Piping Plan July 2014 P106 Enlarged Plans July 2014 P107 Parking Deck Underslab and Foundation Drain Layout July 2014 P501 Details I July 2014 P502 Details II July 2014 P503 Details III July 2014 P601 Plumbing Schedules July 2014 PARKING DECK AP101 Level 131 Plan July 2014 API 02 Level 1 Plan July 2014 AP103 Level 2 Plan July 2014 AP104 Level 3 Plan July 2014 AP501 Pavement Marking Details July 2014 AP511 Signage Details July 2014 AP512 Signage Details July 2014 AP521 Sign Mounting Details July 2014 AP601 Sign Schedules & Graphic Components July 2014 SF000 General Notes July 2014 SF001 General Notes July 2014 SF002 Statement of Special Inspections July 2014 SF101 Level 131 Plan July 2014 SF102 Level 1 Plan July 2014 SF103 Level 2 Plan July 2014 SF104 Level 3 Plan July 2014 SF301 Building Section July 2014 SF302 East Elevation July 2014 SF401 Enlarged Stair No. 2 Plans July 2014 SF402 Enlarged Stair No. 2 Plans July 2014 SF411 Enlarged Stair/Elevator No. 1 Plans July 2014 SF412 Enlarged Stair/Elevator No. 1 Plans July 2014 SF421 Enlarged Plan Details July 2014 SF501 Slab on Grade Details July 2014 SF502 Slab on Grade Details July 2014 SF511 CIP Column Details July 2014 SF521 PT Framing Details July 2014 SF522 PT Framing Details July 2014 SF523 PT Framing Details July 2014 SF524 Structural Details July 2014 SF525 Structural Details July 2014 SF531 PT Slab Details July 2014 SF541 Waterproofing Details July 2014 SF542 Waterproofing Details July 2014 Page 4 of 6 BALOWIH&SHELL Atttemb ent . 20 or Proposal Letter Dated September 19, 2014 CONS 1 RUCTION COMPANY Bid Package No. 2 SF543 Waterproofing Details July 2014 SF551 Standard & Miscellaneous Details July 2014 SF561 Enlarged Plan Details July 2014 SF562 Enlarged Plan Details July 2014 SF563 Enlarged Plan Details July 2014 SF564 Enlarged Plan Details July 2014 SF565 Enlarged Plan Details July 2014 SF566 Enlarged Plan Details July 2014 SF567 Structural Details July 2014 SF568 Structural Details July 2014 SF611 CIP Column Details July 2014 SF621 PT Beam & Girder Schedule July 2014 SF622 PT Beam & Girder Details July 2014 SF631 RC Beam Schedule & Details July 2014 BOORA DRAWINGS No Title Date A000 Cover Sheet 7.31.2014 G101 Code Analysis Plan July 11, 2014 ARCHITECTURAL A001 Architectural Abbreviations, Symbols & Notes July 11, 2014 A002 Interior Wall/Floor Assemblies July 11, 2014 A003 Wall Assembly Details/Ceiling Assemblies July 11, 2014 A100 Basement Floor Plan July 11, 2014 A101 First Floor Plan July 11, 2014 A102 Second Floor Plan July 11, 2014 A150 Basement Reflected Ceiling Plan 7,31.2014 A151 First Floor Reflected Ceiling Plan 7,31.2014 A152 Second Floor Reflected Ceiling Plan 7.31.2014 A200 Interior Elevations July 11, 2014 A301 Building Sections July 11, 2014 A401 Stair Plan and Sections July 11, 2014 A402 Railing Elevations and Details July 11, 2014 A450 Enlarged Toilet Plans July 11, 2014 A451 Enlarged Toilet Plans July 11, 2014 A561 Details July 11, 2014 A591 Millwork July 11, 2014 A601 Door and Room Finish Schedule July 11, 2014 FIRE PROTECTION FP000 Fire Protection Symbols Legend 7A 1.2014 FP100 Basement Fire Protection Plan 7.11.2014 FP101 First Floor Fire Protection Plan 7.11.2014 FP102 Second Floor Fire Protection Plan 7.11.2014 Page 5 of 6 BALBWIN&SNELL Attachment 20 of Proposal feller Dated September 19, 0i4 C 0 H S I R U C I I O II C o nr P A N r Bid Package No. 2 FP301 Fire Protection Details 7.11.2014 PLUMBING P000 Plumbing Symbols Legend 7.11.2014 P101 Basement Waste & Vent Plan 7.31.2014 P102 First Floor Waste & Vent Plan 7.11.2014 P103 Second Floor Waste & Vent Plan 7.11,2014 P111 Basement Water & Gas Plan 7.31,2014 P112 First Floor Water & Gas Plan 7.11.2014 P113 Second Floor Water & Gas Plan 7.11.2014 P301 Plumbing Riser Diagrams 7.31.2014 P401 Plumbing Schedules 7.31.2014 P501 Plumbing Details 7.11.2014 MECHANICAL M000 Mechanical Symbols Legend 7.11.2014 M100 Basement Ductwork Plan 7.31.2014 M101 First Floor Ductwork Plan 7.11.2014 M102 Second Floor Ductwork Plan 7.11,2014 MP103 Roof Mechanical Plumbing Plan 7.11.2014 M110 Basement Piping Plan 7,31.2014 M401 Mechanical Schedules 7,11,2014 M402 Mechanical Schedules 7.31.2014 M501 Mechanical Details 7.11,2014 M502 Mechanical Details 7,31.2014 M601 Mechanical Controls 7.11.2014 M602 Mechanical Controls 7.11,2014 ELECTRICAL E000 Electrical Symbols Legend 7.11.2014 E100 Basement Power Plan 7.31.2014 E101 First Floor Power Plan 7.11.2014 E102 Second Floor Power Plan 7.11.2014 E103 Roof Power Plan 7,11,2014 E111 Basement Lighting Plan 7.31.2014 E112 First Floor Lighting Plan 7.31.2014 Ell 13 Second Floor Lighting Plan 7.31.2014 E121 Basement Special Systems Plan 7.31,2014 E122 First Floor Special Systems Plan 7.11.2014 E123 Second Floor Special Systems Plan 7.11.2014 E201 Electrical One -Line Diagrams 7,11.2014 E301 Electrical Schedules 7.112014 E302 Electrical Schedules 7.11.2014 Page 6 of 6 BALDWIH&SHELL C e N S r R U C I O N C O M P A N Y ADDENDUM No.1 Attachment "H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 Attachment "H" Bid Package No. 2 - Spring Street Parking Deck ADDENDA GARVER Issued July 22, 2014 Specifications Section Number Title Panes 0001 00 Table of Contents 1-4 03 10 00 Concrete Formwork - Parking Deck Superstructure 1-6 03 20 00 Concrete Reinforcement - Parking Deck Superstructure 1-5 03 30 00 Cast in Place Concrete - Parking Deck Superstructure 1-22 0721 00 Thermal Insulation 1-5 07 27 26 Fluid -Applied Membrane Air Barriers 1-11 0741 13 Metal Roof Panels 1-13 0781 00 Applied Fireproofing 1-5 0841 13 Aluminum -Frames Entrances and Storefronts 1-10 08 44 23 Fire -Rated Glazed Steel Curtain Wall 1-6 0851 13 Aluminum Windows 1-8 08 80 00 Glazing 1-8 0891 10 Glazed Aluminum Curtain Walls 1-9 0991 23 Interior Paint 1-7 104400 Fire Protection Specialties 1-4 3341 19 Pipe Laying 1-1 Drawings No Title Date G002 Index Sheet 7/21/2014 C105 Utility Plan 7/21/2014 V102 Easement Dedication Plat 7/21/2014 A000 General Notes 7/21/2014 A015 Window Schedule 7/21/2014 A016 Window Schedule 7/21/2014 A017 Door Schedule, Glazing Schedule 7/21/2014 A500 Wall Sections 712112014 A501 Wall Sections 7/21/2014 A502 Wall Sections 7/21/2014 A503 Wall Sections 7/21/2014 A504 Wall Sections 7/21/2014 A505 Wall Sections 7/21/2014 A506 Wall Sections 7/21/2014 A507 Wall Sections 7/21/2014 A700 Details 7121 /2014 A701 Details 7/21/2014 A702 Details 7/21/2014 A703 Details 7/21/2014 1 of 4 BALBWIN&SHELL CONS TRUC T I O N C O M P A N Y Attachment "H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 A704 Details 7/21/2014 A710 Details 7/21/2014 A711 Details 7/21/2014 A712 Details 7/21/2014 A713 Details 7/21/2014 S103 Structural Framing Plan & Mezzanine Framing Plan -North Liner Building 7/21/2014 S309 Framing Sections 1 7/21/2014 S310 Framing Sections II 7/21/2014 S313 Framing Sections V 7/21/2014 ADDENDUM No. 2 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued July 31, 2014 Drawings No Title Date A100 Basement Floor Plan 7/31/2014 A150 Basement Reflected Ceiling Plan 7/31/2014 A151 First Floor Reflected Ceiling Plan 7/31/2014 Al52 Second Floor Reflected Ceiling Plan 7/31/2014 M 100 First Floor Ductwork Plan 7/31/2014 M110 Basement Piping Plan 7/31/2014 M402 Mechanical Schedules 7131 /2014 M502 Mechanical Details 7/31/2014 El00 Basement Lighting Plan 7/31/2014 E111 Basement Lighting Plan 7/31/2014 E112 First Floor Lighting Plan 7/31/2014 E113 Second Floor Lighting Plan 7/31/2014 E121 Basement Lighting Plan 7/31/2014 P101 Basement Waste and Vent Plan 7/31/2014 P111 Basement Water and Gas Plan 7/31/2014 P301 Plumbing Riser Diagrams 7/31/2014 P401 Plumbing Schedules 7/31/2014 ADDENDUM No. 3 GARVER Issued August 8, 2014 Drawings No Title Date G002 Index of Sheet 8/08/2014 C101 Site Layout and Erosion Control 8/08/2014 C102 Grading and Drainage Plan 1 8/08/2014 C103 Grading and Drainage Plan 2 8/08/2014 C104 Grading and Drainage Plan 3 8/08/2014 C105 Utility Plan 8/08/2014 C106 South Retaining Wall Plan and Profile 8/0812014 2 of 4 Attachment"H", of BALBWiN&SHELL Proposal Letter Dated September 19, 20144 CONSTRUC I ION C0MFANY Bid Package No. 2 L101 Tree Preservation Plan 8/08/2014 L102 Landscaping Plan 1 8/08/2014 L103 Landscaping Plan 2 8/08/2014 L104 Landscaping Plan 3 8/08/2014 L501 Landscaping Details 8/08/2014 ADDENDUM No.4 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 13, 2014 Drawings No Title Date A601 Door and Room Finish Schedule 8/13/2014 ADDENDUM No. 5 GARVER Issued August 8, 2014 Drawings No Title Date G002 Index Sheet 8/19/2014 A015 Window Schedule 8/19/2014 A018 Window Schedule 8/19/2014 A502 Wall Sections 8/19/2014 A703 Details 8/19/2014 A704 Details 8/19/2014 A710 Details 8/19/2014 A711 Details 8/19/2014 SF000 General Notes 8/19/2014 ADDENDUM No. 6 CITY OF FAYETTEVILLE SPRING STREET PARKING DECK NORTH LINER BUILDING T.I. Issued August 19, 2014 Drawings No Title Date A401 Stair Plan and Sections 8/19/2014 A402 Railing Elevations and Details 8/19/2014 ADDENDUM No. 7 GARVER Issued August 20, 2014 Specifications Section Number Title Pages 10 14 00 Signage - Parking Garage 1-7 3of4 BALDIIVIN&SHELL C G N S T R U C I 1 0 a C O M P A N Y Drawings No Title G002 Index of Sheets AP101 Level B1 Plan AP102 Level 1 Plan AP511 Signage Details AP601 Sign Schedules & Graphic Components Attachment "H", of Proposal Letter Dated September 19, 2014 Bid Package No. 2 Date 8/20/2014 8/20/2014 8/20/2014 8/20/2014 8/20/2014 4of4 Corporate Office • Central Arkansas Division • No0east Arkansas Division • Northwest Arkansas Division • Conslruciicn Services Division BALOWINWIELL CONSTRUCTIONOMPANY October 23, 2014 Jeremy Pate City of Fayetteville 113 West Mountain Street Fayetteville, AR 72701 RE: Spring Street Parking Deck Bond Rider Dear Jeremy: The following documents are enclosed: • One (1) original copy of the Performance & Payment Bond Rider for Change Order 001 for your records. If you have any questions please do not hesitate to contact me. Sincerely, BALDWIN & SHELL CONSTRUCTION CO. Leslie Fann I Administrative Assistant Northwest Arkansas Division Enclosure V 593 Horsebarn Road, Suite 100 • Rogers, AR 72758 • 479,845,1111(p) • 479.845.1115(f) www.boldwlnsholl.com RIDER To be attached to and form a part of: Bond No.106128230 Type of Bond: Performance & Payment Bond Travelers Casualty and Surety Company of America One Tower Square, Hartford, CT 06183 Executed by Baldwin S Shell Construction Companvi , as Principal, and by Travelers Casualty and Surety Company of America, as Surety, in favor of City of Fayetteville and dated 4-16-2013. In consideration of the premium charged for the attached bond, it is hereby agreed to change: The bond limit is changed for project - City of Fayetteville Entertainment District Parking Deck, 229 North School Avenue Fayetteville, AR 72701 per change order 001 dated 10-8-2014 in the amount of $10,074,158.00 From: $447,948.00 To: $10,522,106.00 This rider is effective 4-16-2013. This rider is executed upon the express condition that the surety's liability under said bond shall not be cumulative and shall in no event exceed the amount specifically set forth in said bond or any existing certificate changing the amount of said bond. The referenced bond shall be subject to all its agreements, limitations and conditions except as herein expressly modified. SIGNED, SEALED AND DATED this 15th day of October, 2014. Shell Construction Company By: Tra lers Ca ualty Surety Company of America By: : Karen J. Paynd Attorney-i Fact "RIDER ACCEPTED BY: Not Required (Obligee) Date `If Obligee signature required, please sign duplicate and return to Surety. 1 IIIIlI1 IIIl11 III l{III11111 III lull Illll lull Illll Illy llllllllll lull ll111111 Doc ID: 015946900003 Type: LIE Kind: PERFORMANCE BOND Recorded: 10/21/2014 at 01:59:10 PM Fee Amt: $25.00 Page 1 of 3 Washington County, AR Kyle Sylvester Circuit Clerk S-1234(01-99) FlleB032-00000826 ATTORNEY IS INVALID WITHOUT THE RED BORDER A110111111k POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casualty and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 227817 Certificate No. 005932113 KNOW ALA, MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies'), and that the Companies do hereby make, constitute and appoint Steven C. Russell, David F. Feild, Karen J. Payne, Sherry L. Burgener, and Jack Ramer of the City of Little Rock , State of Arkansas , their true and lawful AttomeY() s -in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of,guamnteeing the fidelity of persons. guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required or permitted in anyac$ons or -proceedings allowed by law. IN WITNESS WHEREOF, the Companies have caused this instrurn ;m,to be, signedand their corporate seals to be hereto affixed, this day of May 2014 30th Farmington Casualty Company ' St. Paul Mercury Insurance Company Fidelity and Guaranty :Insurance' Company Travelers Casualty and Surely Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casualty and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company G I15VA }lRF4 Tw,.�M INS{• �Y A4 19� NTH'. u1{Dy P^NA�jt''� @:' P44A1 'sn,,, c• �.4� �:W fs 962 0 i' J s n J y o ^ !)full trig$ Y s 1951 � SEAL o e 58JC7,:it eONtl { R N d ♦ L Lo- v�. .� ar 0�.. 'a� � F � ' � �� ry • �� '`�FnuCc is • AN'i ls.......-r� +1 fN A1il State of Connecticut City of Hartford ss. By: '44�6e Robert L. Raney, enior Vice President On this the 30th day of May 2014 More me personally appeared Robert L. Raney, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., Si. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do, executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 30th day of June, 2016. C►1.1�5 58440-8-12 Printed in U.S.A, WARNING: THIS POWER OF ATTORNEY cent C . � _ Marie C. Tetreault, Notary Public WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER ; This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds, recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is i FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is i i FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional' undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President, any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attorney or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attorneys -in -Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insur ince Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidclityand Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power of Attorney executed by said Compa_iee�which:i n:full force a.,effect and has not been revoked. IN TESTIMONY WHEREOF, I have hereunto set my hand and.af&ix the.seals of said,Companies this day of ! , 20 �P t Kevin E. Hughes, Assistant Sec Lary G�SY�� yt1M1 4 �'7l 14SV � trs4 � tr 4Np .t e � �► t951 Ae� ; SE1tL�+on ��BAL%e° ;, � Jg uot.+. a ;� less � r �'xAwcf 1S•. jd'�a !p ';'��� h'r F,A+d r � Alllb� I To verify the authenticity of this Power of Attorney, call 1-800.421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WMn � �Wl (Ya p City of Fayetteville Staff Review Form IZO-14 � ! N —17 2015-0190 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item Jeremy Pate 10/6/2014 Development Services / Development Services Department Submitted By Submitted Date Division / Department Action Recommendation: Approval of Change Order No. 2 with Baldwin & Shell Company for parking deck construction. 4560.9560.5804.00 Account Number 11028.1203, .1301, .1501,.1601 Project Number Budgeted Item? Yes Budget Impact: Parking Deck Project Expenses Fund Entertainment District Parking Project Title Current Budget Funds Obligated Current Balance Does item have a cost? Yes Item Cost Budget Adjustment Attached? No Budget Adjustment Remaining Budget $ 9,387,691.00 $ 9,203,636.79 Fs $ 6,764.00 $ 177,290.21 V20140710 Previous Ordinance or Resolution # 135-14; 183-14 Original Contract Number: 2281 Approval Date: Comments: CITY OF a e gATARSAS TO: Mayor Jordan THRU: Don Marr, Chief of Staff Jeremy Pate, Development Services Director FROM: Chris Brown, City Engineer DATE: April 7, 2015 STAFF MEMO SUBJECT: Spring Street Parking Deck -Change Order No. 2 to the Contract with Baldwin and Shell RECOMMENDATION: Staff recommends approval of Change Order No. 2 to the contract with Baldwin and Shell in the amount of $6,764.00 for construction of the Spring Street Parking Deck. BACKGROUND: Baldwin and Shell was selected in April of 2013 to provided professional construction management services for this project. In October of 2014, the guaranteed maximum price of $10,522,106.00 was established by Change Order No. 1 to the contract. This GMP included several allowances and unit price items, to account for unknown site conditions that may be encountered during the excavation and foundation work. DISCUSSION: Since the initial GMP establishment, multiple items have been identified that have impacted the GMP. A summary of these items is as follows: Item Increase/ Reason (Decrease) Drilled Piers $6,190.00 Small Cavity Found during Drilled pier excavation Elevator $2,201.00 Required to Meet Fire Code Changes Drilled Piers $17,242.00 Shallow rock encountered -additional rock drilling reqd. to meet min. shaft de the Door ($1,962.00) Removed unnecessary hardware from parking garage Frame/Hardware doors Revised Cistern $11,313.00 Rain harvesting tank relocated due to structural concerns Location at original location Elevation $1,780.00 Elevation error by Design Engineer -to be paid by Garver changes Shoring ($30,000.00) Shoring Not required -allowance credit Allowance Credit Mailing Address: 113 W. Mountain Street www.fayetteville-ar.gov Fayetteville, AR 72701 The net cost of these items is $6,764.00; the proposed change order will change the GMP by this amount; therefore, the new GMP will be $10,528,870.00. It should be noted that $1,780 of the change order is as a result of an error by the design engineer; Garver will be submitting a check in this amount to pay for this error. It is also noted that staff is working on several additional items, the sum of which will likely result in a small credit to the project, which will reduce the GMP to near the original GMP. BUDGET/STAFF IMPACT: Funding for this change order will come from the contingency funds established in the project. The current amount of unencumbered project funds is $184,054. Attachments: Change Order No. 2 A0 Document G701" - 2001 Change Order PROJECT (Nameandad*ew): CHANGE ORDER NUMBER: 002 OWNER- I-1 City of Fayetteville Entertainment District Parldng Deck 229 North School Avenue Fayetteville, AR 72701 TO CONTRACTOR (Name and address): Baldwin 8c Shell Construction Company 593 HorsebamRoad, Suite 100 Rogers, AR 72758 DATE: March 23, 2015 ARCHITECT'S PROJECT NUMBER: 11047180 CONTRACT DATE: April 16, 2014 CONTRACT FOR General construction ARCHITECT: ❑ CONTRACTOR: ❑ FIELD: ❑ OTHER ❑ THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undtspated amount attributable toprevloutiy executed Conftrtectlon Charge Directives) 1. PG: Drilled Piers — Cistern Well Cavity...................................................................... ........$ 6,190 PR#2 Elevator Changes Option#1.................................................................... ...S 2,201 3. PG: Drilled Piers —Rock Excavation...................................................................................... $17,242 4. PG: PR#3—Frame/Hardwre Changes.................................................................................._($ 1,962) 5. PC: PR46-- Revised Cistern location ........................... ......................................................... S11,313 6. NLB R-Shell: PR#7 — Elevation Changes .......................... ..................................................... S 1,780 7. PG: Unspent Shoring Allowance .........................................................................................($30,000) Total S 6,764 The original Guaranteed Maximum Price was ; 447.948.00 The net change by previously authorized Change Orders $ 10,074, i 5800 The Guaranteed Maximum Price prior to this Change Order was $ _ 10,522,106.00 The Guaranteed Maximum Price will be increased by this Change Order in the amount of $ _ 6,764.00 Ue new Guarmued Maximum Price including this Change Order will be $ 10 52 87Q00 The Contract Tuns. will be increased by Zero (0) days. The date of Substantial Completion as of the date of this Change Order therefore is October 2% 2015. NOTE: This Change Order does net include changes in the Contract Sum, Coraiact Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cast and time have been agreed upon by both the Owner and Contractor, in which rase a Change Order is executed to supersede the Construction Change Directive, NOT VALID UNTIL SIGNET] BY THE ARCHITECT, CONTRACTOR AND OWNER. Garver LLC. Baldwin 8c Shell Construction Company ARCHITECT arm name) CONTRACTOR (Fran name) 2049 E. Joyce Blyd., Ste 400 Fayetteville, AR 72703. ADDRESS 51Zao-* ewe MI&CO n i..a:xmor l9Y (Signature) Ron Petrie (Typed name) March 25, 2015 DATE 593 Horsebam Road, Suite 100 R9A,or&. AR 72758 BY (Signature) Patrick Tenney. (Typed namae) vS • Z4 2015` DATE City of Fayetteville OWNER (,Rrm ►rams) 113 Witt Momtai� T` i-IPP4 _ DATE ALA Document G701-- 2001. Copyrighto 1979, 1607. 2000 and 2001 byThe Amerkan Mtute of AfW1ecla. All rights reserved. WARNING: This AIAe Document Ia protected by U.S. Copyright Law and tntematlonal Treacles. Unauthortied reproduction or distribution of this AIAa Documant, or any portlen Of It, may Nsult in aovero civil and criminal penaldes, and will be prosecuted to the maximum extent possible under the law. This dowmem was produced by ALA software at MUM on 03/23/201 Sunder Order N0,3970906734j whloh expires on OIXS12016. and In notfer resale. User Notes (1938937SS6) AIA Document G701-- 2001 City of Fayetteville Entertainment Dlstrlct Parking Deck CHANGE ORDER NUMBER: 002 Page 2 of 2 Boors Architects, Inc. ARCHITECT (Firm name) 720 SW Washington, Suite 800 Portland, OR 97205 ODESS ) L (Sign u Michael Tingley (Typed name) Ll- DATE 0 N N N N N N N N U :r QMzzzzzzmmzzz o o o o o o o Q6 °6 o 0 0 C m a o o 9 L N m z C C M LL, m m J Z m O �+ m O r= m J r .� YVV m Q a O O O O q G O p O O �.jC40m d Nff?00 m C "' c m ." rN 1p N ? t.. be- N C ! th. w - m CD m m mco m m o G o o o 2 o v o" to m CL .. a -c -c o ti tr tp N �L'J of O 41 10 to W to paoaNa�c''"oaoopoo C2 N } tli v- to r r Q' rt w 11' Oaf N f7 it U it Lam r lCL �' m C L O rt; _0 O o� _m to O ro 0 O z U y o m W d c 3 J-pmdm�L' V Ac�u�Ua 4.j p r.. C V 1>> Wca 2 U �i O CD O C 1v m m� m c D❑NJ�`n`m O W "� a mmc�A i 0 3'.,c� i;zQiuwa❑ m xxnCw .��0. dvvddRd� L Cbd O di - oll u?cp aa =n.aa0-CL0. �a � =o �wgww�wiuwwwww� UaaaaaaaQ v �' i;%((12i3Ye, s?F ICi•..• ,, nin! AfFaaun-11, ESI=?ft • r'ie'!'tBd�1'+i;kafiS�i; Di:'�f! lno - 4.;.lE[:'fi eel Ar�isflsd5 1it413EA� J 1,2fl8[[ilYi11�R'�.r('df-as 010jm BALBWIN&�NELL NORTHWEST ARKANSAS DIVISION, 593 MORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- January 16, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK -e W�'. 229North School Ave. 9M Fayetteville, AR 72701 Ti in- .. ?1=?n Awn oee «<e •ten oAc «4c ,.5166atte2l.T6. gipR. Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETTEVILLE,AR 72701 The following item or items have been priced based on the following: FRei7dmg_Change -7. Am 4 Drilled Piers - Cistern Well Cavity fy = PendmgzCf3'ange#Orcler7tem9 x i �';� Addtfranal�Conttract S'9,16 I� # eJ�� �f Approj ed y" � Ltirrfp Sum 1 : Drilled Piers - Cistern Well 6190.00 Cavity Comments: Submitted by: Approved by. LJVerbal Ll Written Mike Casta na Title: 111612015 D ate: Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-644-9006 Mobile Project Manager mcastagna@baldvrinshell.00m Email See attachments: Carbon Copied: 4s ,:�, r3atd�insliell. com Coff,crere Gtfiee • CFnrfal Ar+arsn ON16ion • Nnrtei3s Arkansas DIVIsian • Horeswesi Arkans:,s 50:0on + Can;Iruaiioa Serviacs Divisian BALDWIN HELL 00USTRUCTI9N C0mPANY Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Gamer Contractor : Baldwin and Shell Construction Date 1/16/2014 Description of Request: Cistern Labor Material Item Qty. Unit excluding including Other Subcontracts burden tax Drilled Pier Work 1 LS 5,702 Bond & Insurance 1 LS 166 SUBTOTAL 01 01 166 1 5,702 Total Labor, Material, Equip and Other $166 OM & Profit $0 Total Subcontract $5,702 Fee 5% $322 TOTAL COST $6,190 ProFD WES'rDNDATIONS Change Order Request Job Name jSpHn2 Street Parking Deck lJob Number #14 W Contractor I Baldwin & Shell lChange Order 1#1 General Work Description Obstruction Ddllin 1 Permanent Casing at Old Well Date: 12/1112014 Summary: An old cistern well was discovered while drilling one of the pier foundations. At the direction of the geotechnical engineer and general contractor, we placed flowabte fill for the void and installed a permanent steel casing pipe for this particular pier foundation. LABORSUMMARY Total Labor 1 $ - Total Labor 1 $ - MATERIALS EQUIPMENT OTHER SUMMARY QTY Ulm Item Unit Price Total 2 HR Obstruction Drilling Crew Rate including Drill Rig) $ 750.00 $ 1,500.00 5 CY Flowable Fill for Void $ 76.83 $ 384.15 20 LF 34" Diameter x .312" Wall Steel Casing Pi $ 111.50 $ 2,230.00 1 LS Casing Freight & Prep from Joplin Shop to Jobsite $ '750.00 $ 750.00 $ - $ - Total WE/O Subtotal 5% Overhead 10°% Profit GRAND TOTAL 1 $ 4,864.15 $ 4,864.15 $ 243.21 $ 510.74 $ 5 618.09 d m Z S is m d O in ix y m a F m m ti �• � a a a a a¢ a •a a Q a d g -¢ Q _ •� z� ° o 3 z z z g v �o rppr r� m Tv co Q r m w w $ Z M L��S l? W N N N N , N Fi n 3 ra �.cq tq a _ CL . a m Ix O a ts, O N 1 m 7 Ir zz 1 • �+ LO co d► a 3 $ , d s � @ m Q 0�. .� � � � p►i � OC � p m Q ii OPS SALES COMPANY OPS NATIONWIDE SALES PIPE QUOTE 12/23114 Midwest Foundations PO Box 376 Topeka, KS Phone# - 785-233-0726 Fax # 4035 Attn _Chris Re, Material Quotation for replacement pipe 20 LF of 34" 1D X .312" wall steel pipe with a " heavy end " FOB —Joplin, MO Kurt Bolliger Director Ca$ 111.501LF 7227 DEVONSHIRE • SHREWSBURY, MO •63119 - PHONE: (314) 771-3177 • FAX: (877) 665- 3177 OGCC GCC READY MIX SOLD TO: MIDWEST FOUNDATION COMPANY P 0 BOX 378 TOPEKA KS 66601 INVOICE Invoice Number: 1421446 I Invoice Date: 12/10/2014 i ] Invoice Due Date: 01/09/2015 r�, Page Number: 1 j DEC 1 Purchase Order. Customer Number: 8298 Terms: Net 30 Ff ML#K*JPil4W Project Name: # SPRING STREET PARKING DECO{ Delivery Address. SPRING STREET PARKING DECK F Project No: 062.0001 Item Number Description U/N Oty Price 'Total 1050625 4000 PSI 3/4 cy 16-00 94.75 1,516.00 G194 ACCELERATED SET --'? FLaWAaU F,LL. cy 5.00 70.00 350.00 Ticket number s ) shipped from plant 62 LLE * 6239798, 6239799, 6239822 6239826 B3 yp '[A A Jq 3 - Please Remit Payments To: MID CONTINENT CONCRETE CO INC P.O. Box 671612 + DALLAS, TX 75267-1612 P05,0"Ho Net Invoice: 1866.00 Tax Rate: 9.750% Sales Tax: 181.94 Invoice Total: 2047.94 TO INSURE PROPER CREDIT, TEAR AT PERFORATION AND RETURN THIS PORTION WITH YOUR PAYMENT For Billing Inquiries Please Call (918) 582-8111 Invoice Number: Invoice Amount: Discount Allowed: Customer Number: Customer Name: Project Name: Purchase Order: 1421446 $2,047.94 8299 MIDWEST FOUNDATION C # SPRING STREET PARKING DECK GCC Mid -Continent Concrete ------------------------------ ]For All Other Correspondence] {Please Fax To (918) 560-46121 ]Or Email To credit@gcc.com I ------------------------------ ACCOUtMNO COPY - RRO:430x*87.8 , y - .1 �01 /I i13 a'r r c a TULSA,:OK 74102. JVIfd.-continent' 918-m-B11'+ y l Co. CAA v lxm LOAM Ta Joe 3,a� AR %m X9 •3) a P" f}NtlBM POUR w,�fl JURA" JMR YE P1JWY t iN BODD i`OI ION Fly WATEii AOOEM AT OtraTOrdER'B AEQUEBT [iN1 IesSTIMAAD SLUMP AT UNLOADING MiEB artlwR QKrrerrt powder or trashy mbod concete, grout w mortar may cuLm akin ". Avolo oardact wish"end wash exp"W akin tC9m promptly wEh wales: any cemont•powder or mlxturo,pots Into tho oyaa, rinas Immeaflately and repeatedly with water and gat prompt rnedlosl attentlon. r'ep phildren away from cnmmrt powderL�tt�d an lx acts /1fi11 N[gctlf� Ye19 JOB Wild. RRAT1'IMA HASEn ii3S1e the event o1 delivery beyond otrrb.lIne, rids bompany V4 mtd ftmki na or damages to sidewalk, dtdvewW, VOW Ilnsa, meters, aeptlo oystem or any other operty.• materials hereby sold tremrrte property of purdmmer at the point d ry.Ttm purchaser shad 6t nc avant aonapt dam of materiaks not in aoaord with the Rearr+ent•of the psitlas, trut sac!► matarlala aW be refused by the purchaser and retuanod 4o the ee W with a written statement of the reason for the refusal tnesW, therwtse receipt of such materials and the t W0" of the =Wgnee'a agent ohd pnaeluda cry and an datmn by purcfrs m s marmMleflon accepted after concrete has been loaded In oerriar%trunk at wr plant. ' .-0 rppller vdn r mnufac=o conmete.in a manner r;ortsisteht with the care atld Ml ordtrwrlTy ex Weed by other. iota) manufacturers under almft corKWone, rpptler end Purchaser agree that tfiay well not be liable to each other or to third perttes, +order any dtournslancas f+x spatial, caneequaglal, or punttive urmpesmtsing.ovtofwnttcpe]fmrtmd or materials prnulJed, by SuQpller u+�ecthta�puroirase dmder. No other warranty e�ressed or }mpilad >s made ar trrtanded ' S�rppUe ,and 13upptiar m�13�!!y rem msy addlfianai terms arloor�tfatm, In the everd steer is found �abie to Rurehasar for cry reeaor4 �pplkr'e Q�ly wll trot exceed the amarort o! Sirppfler's ctar{las far the work per•formArd.or tnateriaka provided on theproject - _ AA .9 4'9 9 310 . • r mm - - t unla EA N0. O. CU5T0► ; P.0.on JOB NO. (mum N 12-v�.10/201.4 8298 MISLOWR HAKE t Pp4J8VT NAME MIDWEST FOUNDATION 0 SPRING STREET IM A©f7AE�9 JIM MARTIN 0075 . tart 67.1l6tr' TtiUd m ©a .1116 •$PR;INS STREET PARKING DECK FAY 5.. 0 - --- au4iiuy rianaLdr mmucrcomm. mmtprm SRE 1NSiAL/Gii0f,L9 .. • r • . ,� . P S/Ct3MM 71B- N TURN -'LEFT flN 5CH OL AVE .SEFORt PI•Zg�A HUT I L ONSPRM, R INT(I JOB a.5a3� uNrrmm ,•FI. si+M-TAX 7aV LAMOLINT CET NO. 6239826 - t�62. OVJib i 3� • Tk Lck Driver ' U 'iii^ 'Disp Tlc'ket, Num Ticket ID Time Date -L466030 21534..-.... L'nad Size Mix Cade Re•turtked (2ty Mix Age Seq Load ID - 5.1 CVDS 8194 Ta 83477. .. Material i Del ut RegguirPlf Batched ' liar Y ialsture .Actual flat i10 1 5t} t --lb 495 lb :i -1.M • :' ;.� MTSM , - 'm lb 14799 lb 14700lb 8@. 67rx 1'�%' m gl MTER.• 65.B 1 '109.0 gc gl iog.-6 31 t036.61 gl i. 1AR� Actual Tnt so 45N. 09 An Batches: • 1 h• oz 40&00uz lla g.6t3 ftual 150:5 p• :0 T10 1"4puL itt inter an erl Ien i B g 54? T B s'e T.'0 �i p�ual �7®.� gl er: B.� ! a r1a ter: �3. A lo. Add: - r; . . g1 gII CYD K �1CiDl°i3fv' iiii'C� • l',f;TilCtr .�l4fiii52S [i:Yi.:liif: • \C.L ArkAAM 3MISita • iVifih:4CSi'.`nt'ALi1S3S'Drlil5toI - C'J.n."„rIlC11Gfi :oar71i?3 �:ts?!^.i1 BALOWIN'D"SNELL C 0 N S T A U C T 1 0 11 C0MPAWY NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- January 14, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK r .fi. , - �� 229 North School Ave. - ,g rg Fayetteville, AR 72701 R•F,f31 FAST F' R:r 4.'IlL7e�i�l'� m# n , A_:{?i; A7I1 oAC Ada 1 ARA OAC AAdL ;5ubmitteii Tom _��,2�,�x�r�'�::,�iiir:�'�s�.^ "' � •�'����;,�� n���l Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETfEVILLE,AR 72701 The following item or items have been priced based on the following: LRt "Descrl tion�.'"'d"�`" _"� ` a� "_ +vRte ,.s 5 -PR #2 - Elevator Changes Opt. 1 xC-F�?end+tigChange;.Order`Ite'm,n� ,i m r i W, la .- s,�, i .. 9 y?,4> AdditionalContract'gDay"s`,� �T�+ nr b �+7. P .7 fill axg75''iaF �;F ;.-. �'ix I 6 s7' aii,�s ,�iM� 3}2 ..t..r eiles2ti IfwApF?roveticby;�:ump'Surri7�3 a 3+ Sly S.� �oq' ,� el 1 : PR 02 - Elevator Changes 2201.00 Opt. 1 Comments: Submitted by. - Approved by Verbal Written Mike Casta na Title: 1 /14/2015 Date: Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-644-9006 Mobile Project Manager mcastagna@baidv 9nshell.com Email See attachments: Carbon Cooled: Total Labor, Material, Equip and Other $436 OH & Profit $0 Total Subcontract $1,650 Fee 5% $115 TOTAL COST $2,201 Ctu;,orate Otil.•.n • Cpi3tral Arkansas Div(slon • Nerthaasl Ai�nsas QEeislnn • Morlhvresl ArhaRsas Dlvi.inn • Gnnslrur:lirtt 5Erv(ces Qlvislon DALDWIH SNELL CQNSTRUCTIpN COAIlPAi4Y EstYmate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor: Baldwin and Shell Construction Date 111412014 Description of Request: PR #2 Item Q Labor Material Change Order Job Name. SPRING STREET PARKING DECK To: Address: Attn: Fax: Email: Date: )r -w7gm m der�Descr Summary: Scope: Total Cost: t= ichile'r Change Order Number: J1565-004 Job No: J1565 BALDWIN & SHELL CONSTRUCTION From: 593 HORSEBARN RD STE 100 Address: ROGERS, AR 72758 MIKE CASTAGNA Phone: 0000000000 Fax: Email: January 6, 2015 PB's BLAKE LEE Schindler Elevator Corporation 9445 STEVENS RD STE 100 SHREVEPORT LA 71106 318-655-1103 318-631-3468 8take.Lee@us.schindier.com Relocating the push buttons from the jamb to the wall +- 1' away from frame. $1,800.00 This Change Order amends the terms, conditions and scope of the Agreement for the referenced Job. By execution of this Change Order, the Contractor 1 Purchaser accepts the contract price change ! scope change ! schedule change described herein. Except as expressly modified, all terms of the original trade contract / subcontract shall remain In full force and effect. Please sign and return a copy to our office as approval and authorization by Subcontractor to make the change(s) in its Scope of Work. Contractor BALDWIN & SHELL CONSTRUCTION Signature of Authorized Person Date: Subcontractor Schindler Elevator Corporation Signature of Authorized Person Date: By: (Type Name) Title By: (Type Name) I— C L I A 2101 South Arkhola Drive T O Springdale, Arkansas 72764 ULPhone: 479-758-1 fl00 0U Fax 47&756.1044 17i COMPANY In .business Since 1951 Building Specialties TO: BALDWIN & SHELL PROJECT: FAYETTEVILLE PARKING DECK PR #02 LOCATION: FAYETTEVILLE, ARKANSAS PHONE: ARCHITECT: FAX: ATTN: RQN PHILLIPS We propose to,furnish the tollowing materials as per plans and speciticattons on the raterencea project. our prices are F.O.B. shipping point with freight allowed to the Jobsita or nearest commercial carrier delivery point and do not Include taxes or Installation. We cannot accept liability or failure due to strikes or other causes beyond our control. PR #02 PRICING S-09 CHANGE METAL FRAME TO SPECIAL PROFILE .................................................... ADD .............. $346.00 + TAX T aulwx ...................................................................................::..................AVD,...:..W.. ALL PRICING BASED ON SUPPLYING MATERIAL ONLY(NO INSTALLATION OR TAX We recognize Addendum Number(s) 0 The above prices are valid for 30 days from the date heron after Accepted: By: Date: Page 1 of 1 rich time they will be subject to revis on. Thomson mpany Mike Verucchi Date: December 11, 2014 Tannehill Masonry Inc. Email: tannehillmasonrvAgmail. com P.O. Box 773 Elkins, AR 72727 Phone: 479-957-1897 Contractor's License #0027520315 December 19, 2014 Proposal Request No. 2 Parking Deck, City of Fayetteville Price includes: Item 2 . z n Ds If we use a 6" CMU Wall instead of the 12" Wall that is shown on original drawings - $150.00 (Deduct) 0�1,04% 1 If you have any questions or concerns please call Jeff Tannehill at 479-957-1897. Proposal Request NumberX 02 City of Fayetteville Parking Deck Date: 11 /24/2014 Item 1: See attached AS-01 for following changes. 1. Change the size of the Hollow metal frame per drawing. 2. See drawing for clarification on location of stainless steel jambs per elevator manufacturer's drawings and information. 3. Relocate the control panel, due to location of the frame for fire rated door and frame. 4. Reduce the size of the CMU wall per drawing. 5. Hollow metal door and frame remain rated at 90-minutes and are painted. Magnetic hold -open remains as originally noted. Size of the HM door remains as originally noted. Item 2: See attached AS-02 for following changes, in lieu of item 1. 1. Change location of the hollow metal frame to avoid obstruction of the elevator control panel on the stainless steel jamb. 2. Increase the width of the hollow metal door to 4-4" 3. Increase and relocate the notch in the concrete wall as noted 4. Eliminate the 12" CMU wall. Coordinate with extend of the magnetic hold -open extension. If the door can't reach the magnetic hold open, provide a 6" CMU wall. Note: Final approval of the elevator submittal will be determined by the outcome of this proposal request. Laleh Amirmoez. AEA AFHJ Architects P9it Office -Box 810 Fay ettaviN. AR 72702 100 West c ..1i6 r' SUU6,302 'ielephone h7J.442.a%65 faraimiie 4 N.442.E$4l WE L7 A I I 1 1 1 I I l i d • i i i i k ��� 1 I I I I I ;► I I I � 1 I i m i-n I I I ao � I z o � / I I . I I ---------- In O�m D 18 4, p' m AmirmoezFosterHaneyJohnaon FAYETTEVILLE, ARKANSAS As. 01 CITY OF FAYE I I EVILLE DATE 11242014 APR 01 SPRING STREET PARKING DECK PR. 02 Architects Planners �1 i 0 14 Z D v $oc 00 ... as PP. �' FzF FAYETTEVILLE, ARKANSAS CITY OF FAYETTEVILLE SPRING STREET PARKING DECK I I I I C • I I i i I I I � i it D v l i i i i I l i I A I I I I 1 I I l � I I m Z I i I ��• „ I i ----•---•------------------ AmirmoezFosterHaileyJohnson L�j Architects Planners as- 02 DATE 1112,VM14 APR- of PR-02 �*.1ki:,! i:eora I A W1140-1 ;A:fkA-n%& Clt,�rstx-- - envult;ucii'ur.'Z�l 17i435 I BALDWIN NIP :HELL C ON ST RUT T I Q Nwc 0 MP AMY NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUrrE 100 ROGERS, AIR 72758 2258- March 13,2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK T 229 North School Ave. Fayetteville, AR 72701 n,, CVf,%' D.- A-7n 04C 4444 ern GAV 444= i"f., 'I 'm EMIR"In', "WIMEwl. %0N.Wwwun" f5�41 44 0 �M "' ?tl!r�.'M M't�"L q--1 4 1 4N, ffle, t.1 '!0TUS Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET LEAYETTEVILLE,AR 72701 I no following item or items have been priced based on the following: wo ;' - az ii 7 Drilled Piers - Elevations/Rock T# n,d I n g .-)C h a nge 1,0 rd 6 K I t—effig i Awaaffid--n- a, i I c i 7 i U fs i i c, D s 5 MT5 r 575 1�1'ffi4 4- 'X - - r q I 'Y' W N 5- I: Drilled Piers - Elevations/Rock 27242.00 IComments: I I N Pending dl Change Order number and Pending B P M C id6ia'b'the -W ... . ............ ,.p�.0enf,,Sqz �"Jge� 't 69E rglneer6r Owners Representative I�verbafforirnftgn atithonz3fion ,,order 1s iss , b6dr, Pi� i� r866 d 0 6hd,'Perfd[ri Submitted by: /7 .0 Approved by: LJVerbal LJ Written Mike Castagna Title: ,311312015 Date: Project Manager 479-845-1111 Phone Project Manager Fax 479-a45-1115 Project Manager 479-644-9006 Mobile Project Manager mcastagna@baidMnshell.com Email See attachments: Carbon Copied: �iill(IGE:iB 0=ii�e • �.tntral yrkansa, Oiti•isioa • Ncrtiisas! Aransas Oi�isinn • Na; Ihwy,�[ Arl:a;tsas Division • Consl[t:ction Ser;(c4s pi- tax Total Labor, Material, Equip and Other $0 OH & Profit $0 Total Subcontract $17,242 Fee $0 TOTAL COST $17,242 vision BALDINIH HELL CONSTRUCTION COdEPAHY Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor: Baldwin and Shell Construction Date 3/13/2015 Description of Request: Drilled Piers ' Item Qty. Unit Labor excluding burden Material including Other Subcontracts Elevation Overages 1 L5 Q Rock Excavation 1 LS 17,242 Bond &insurance SUBTOTAL0 0 0 17,242 _± ILf 4� fw Ns.�IQ �lN �r V nh NP. 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ARKANSAS' Mr. Bfown:, Please fifta* afta6fied results of 'drilled -vier- Observatigqs; performed at the Abo-ve- ref6,ren.c.e.d project from, December, 4th through December I 8th, 2014. It-, is our opinion: that the drilled oiers have been Installedper projda,plahs Afid.tPdafidliflolig. 8hbuld'yOt- hawe"any'4Udstidri§, 016d§6 &-hot h6sitate,to colitaqrug, Aftached,Ptates? 5TWarne.- cop,i4- Submitted:. CifyotFayettevlild Attn: Mr. Chris Brown, pl`,: Ba , ldv6n .& Shell Attu: Mr. Mike'Castagng Attn: IVU. Morris Vines Attn: Ms.. Leslie Fann Garver Attri, Jeff W6b'Pl_ Attn: Mr. David"d'ement . P1, 1. through_ 4' Sincerei' .-y"". G9, AOS RUjBB KYN; ,8ARTON..&-_-V-VY-A.T_T. INC.. r. --ra, Sabra % T, P E.- PhD z . 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CD z z z z z z z Q� o= z° z 0° z z4) z z z° z Ad c� z m LLI �¢�7 d w n s E _G� _CD r '� rr-• r� r cc �i F� V z a N E in co io Fo E E coN ami p C L: p � co ~ N N Ln N N ca T T T T r T poC CL s� co In co lLry'J O W (D G O r a r O CG O C3 C 7 =3 C ccq co M 0 r r r r r r r Ur C co Q to -;r r r r y O trfm� - O IIO^^ c'h C� W 6 to C f� N 5V S cl r T r an M 1p') cOn car) C�r3 «�] [0+7 co - p w- Q — IL VT p04qq m Q 4 Q CS [5 (S 6 Lz Ccf;1 rEic! C�.i�':C,1;' Celwal 'ArE:inS2' DivOa _ +ftfthUsl'Arkafta) {'f:leA,iiai 6Lc fl;%Iz34a-'•- €:tl.[Uitutiirir Z4rl :?s D} - i'400 Aak BALOWINRSHELL CONS IRUCTIUN COMPAMY NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- February 12, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK It ,F- 229 North Schooi Ave. y� Fayetteville, AR 72701 T7GA11'C G�SdG'f1`L!-, A.1►1, - of a% M A"7A"7n o.lC AAAA A-M OAC AA AC Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETTEVILLE,AR 72701 The following item or Items have been priced based on the following: Pendlr#g„Chan, ge!o0rclerri`Nv:.irti;' ...,._.. a,,. �, r �,Descrtption't "� day ' i ..... ..... ti� - ., r t-,er�.�...wwr7.Pw.r ,..'�.r„ r�rc.sn 9 PR #3 - Frame/Hardware Changes SPendln C,han eOr�er Item�u�+�t� 4 RIM +�s� il qqr }}� Mf.-..: (J.,.;r .� { .xs�nti. ; :Adciitioa'1tiCo tract%Da s dd s .?+Cle. _.eaY, �n- YK'.,, AN .:w `!G. ._ . If:ApprovedM I !�" A i.R4�t s 3-n��if 'L�mum1+. + ic4�1RI 1 : PR #3 - Frame/Hardware -1962.00 Changes Comments: Note Pending Change Order purnbar and, Pending:Change Order item numbers are internal trackirig numbersn ri wlthln Ehe Baldwin & SheIl,Prolect Management System' Actual Change Order numbertngwlll be_assigned by,the„ ' r ArctiitectlErrglneer or Owrier s RepresentaU�e If`verbafi>orwntten� aulhonza4ori to proceed vyEth this pending change {� : orde0s,issued'0166se eeferfo the Pending::Change Order�and Pentling.Change Order lterrl;In the:authorize4on Submitted by: Approved by: Verbal Written Mike Casta na Title: 211212015 Date: Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-644-9006 Mobile Project Manager mcastagna@baldwinshell.com Email See attachments: Carbon Copied: tv,r.Yr,bal�si�shefl,G�� Corfiprs a t}tllu, • L"WA Arkansns MyWon • Narthrnl Arkansas Division • Norlh�,-sl Arkancns Dlvi. lon • CnastrEi lon SerytcCs Division BALD W!NC HELL C O N 5 T R U C T 0 N O M P A N Y Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor : Baldwin and Shell Construction Date 2/1212015 Description of Request: PR #3 Item Qty. Unit Labor excluding burden Material! Including tax Other Subcontracts Frames/Hardware Credit 1 LS (1,813 General Conditions 1 LS 47 Bond & Insurance SUBTOTAL I 1 0 (1,813) (47)1 0 Total Labor, Material, Equip and Other-$1,860 OH & Profit $0 Total Subcontract $0 Fee 5% -$102 TOTAL COST-$1,962 L« /t t ♦ iy V !1 L 2101 South Arkhola Drfva Springdale. Arkansas 727U 4'19-75&1 ON THOMSON Fax Mr,56-10" Fax 479-756•id44 COMPANY In Business Since 1951 J3t,41ld1ng Specialties TO: BALDWIN & SHELL CONSTRUCTION PROJECT: FAYETTEVILLE PARKING DECK PR 93 LOCATION: FAYETTEVILLE, ARKANSAS PHONE: 479414&1111 ARCHITECT: FAX: 479-845-1115 ATTN: MIKE we propose w rurnrsn me roilowing rnawrwa as per puns ena specmc-auans cm uiu rarmerluau VILPJWLL- vur JJMAe a:a r.v.o. 011IFF L9V 11 OIL with freight allowed'to the jobsite or nearest commercial carrier delivery point and don include taxes or installation. We cannot accept liability or failure due to strikes or other causes beyond our control. PR #3 OMIT CARD READERS, ELECTRIC STRIKES, AND POWER SUPPLIES AT LISTED DOORS........................................... ........................................................... ............ DEDUCT ........ t$1,763.00> CHANGE 8 FRAMES TO 4" HEAD AS LISTED ............................. :................................. ADD.........$107.00 + TAX CCD3.................................................................................... ..................... ...............NO PRICE CHANGE ATTACHED. ARE THE CLARIFICATIONS AND CUT SHEETS REQUESTED PLEASE RESUBMIT THESE PER. ARCHITECTS REQUEST ALL PRICING BASED ON SUPPLY IVG MATERIAL OIVL-Y NO INSTALLATION OR T We recognize Addendum Number(s) 0 Page 1 of 1 The above prices are valid for 30 days from the date heron after which time they will be subject to revis' Accepted: Ix so Co a By: Mi a Verucchi Date: Date: January 14, 2016 ^r.ri::x-�; �,�,,. _ ..erl:.., r,t....,.,., % ..�..,i ;,:.'rd:>� ,'�iF,: i;..a "'.tip,-, I!4!. •cc;l A 'r:i,;:ua as.,.,�a:� 'a�;ry;13..t•� , 5a..._..: �.. ,.a: BALDWIN SHELL C0NSTElUCT10N COMPANY NORTHWEST ARKANSAS DIVISION, 593 HORSIE;BARN ROAD, SUITE 100 ROGERS, AR 72758 February 20, 2015 REQUEST FOR CHANGE ORDER Submitted To Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETTEVILLE,AR 72701 2258- FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 229 North School Ave. Fayetteville, AR 72701 Alt% 0AC 4444 A7n OAC 444C The following item or Items have been priced based on the following: Pending Change Order No. Description 10 PR #6 - Revised Cistern Location Pending Change Order Item Additional Contract Days If Approved by Lump Sum Price PR #6 - Revised Cistern iti' on 11313.00 Comments: Note: Pending Change Order number and Pending Change Order Item numbers are internal tracking numbers within the Baldwin & Shell Project Management System. Actual Change Order numbering will be assigned by the Architect/Engineer or Owners Representative. If verbal or written authorization to proceed with this pending change order is Issued please refer to the Pending Change Order and Pending Change Order Item in the authorization. Submitted by: Approved by: OVerbal El Written Mike Casta na f Title: 2120/2015 Date: Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-644-9D06 Mobile Project Manager mcastagna@baldwlnshell.com Email See attachments: Carbon i d: Cr.rpurale Office • Central A:karsas Divisi:±n • iiartltest kr'ra:r�as DiasiCn • Nc:th•: esl Arkansas Divisio Total Labor, Material, Equip and Other $302 OH & Profit $0 Total Subcontract $10,421 Fee 5% $590 TOTAL COST $11,313 n • Csr,slrurti;,n Se:ri�?s Dieisinn DALD�IIH SHELL CD NSTRi1CTI0N C DNIPANY Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver . Contractor : Baldwin and Shell Construction Date 2120I2015 Description of Request: PR #6 Labor Material Mike Castagna From: Keith Roberts <jkeithrob@aol.com> Sent: Thursday, February 19, 2015 10:19 AM To: Morris Vines; Mike Castagna Subject: Cost of moving Cistern Tank to ramp location The price includes all excavation, backfilling procedures and installation as described by Cistern Tank Man ufacture(Contec). This price only includes the additional cost the for Cistern Tank install in the parking deck ramp as described. Lump Sum: $98,335.00+ Breakout: Labor. $6,600.60; Equipment $4,950.45; Material: $6,783.95 Keith Roberts S0,1\ C�- S'1a DSO Cell 479-502-1515 jkeithrob@aol.com Tp�p„` .j . :�_Q.'T R,A'C T.O,R,S �,�. C: f4 ZI Cat 3 u ntio.5n 0.'V;r?z 01V;V'w- BALDWIN SHELL C 0 N S T R U C T 1 0 N&C 0 FA F A N Y NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- February 11, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK - 9 North School Ave. Fayetteville, AR 72701 A7n 6AC 4444 A7n OAC 444C it IN Rri Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETTEVILLE,AR 72701 The following item or Items have been priced based on the following: 6 Ep Mw .1MIX& 8 PR #7 - Elevation Chan %i4 '�. "r '1t:A,pprAD.yed!]b`q.,- fi-, :L �3 -.gg S-affil - V. D 4 .4 N N.0,015M M?NURP"i, I PR #7 - ElevatEn Chan �el 1780.00 IComments: Submitted by: I A J Approved by: []Verbal Ef Written Mike Castagna Title: 2/11/2015' Date: Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-644-9006 Mobile Project Manager mcastagna@ba1dw1nshe11.cDrn Email See attachments: Carbon Copied: Curao€ata Otl! e • Cpn;€sl Arkar:saa Oivisiaa • Nor!hea3l Aikojim Divis(a3 • Nar!lirreSl Arkansas Division • rnnslrudlon Sarvic>.s Civi;ion BALDWIN SHELL COH5TRUCT10K C010PAHy Estimate Breakdown Project : 2258 Spring Street.Parking Deck Architect : Garver Contractor : Baldwin and Shell Construction Date 2/1112015 Description of Request: PR #7 Item Qty. Unit Labor excluding burden Material including Other Subcontracts Extra Gravel 1 LS 240 650 Expansion Joint 1 LS 60 Edge Forms 1 LS 320 132 General Conditions 1 LS 286 Bond & Insurance 1 LS SUBTOTAL 560 a42 286 0 Total Labor, Material, Equip and Other OH & Profit Total Subcontract Fee 5% TOTAL COST $1,688 $0 $0 $92 $1,780 I.OzAIA Document G709 - 2001 Work Changes Proposal Request PROJECT (Name and address): PROPOSAL. REQUEST NUMBER: 7 OWNER: OX City of Fayetteville ARCHITECT; Spring St. North Liner Building T.I. DAIS OF ISSUANCE: February 10, 2015 CONSULTANT: [] OWNER (Name and'address): CONTRACT FOR: General Construction CONTRACTOR: City of Fayetteville CONTRACT DATE: April 76, 2074 FIELD: ❑ FROM ARCHITECT (1Vame`and ARCHITECT'S PROJECT NUMBER: 712E OTHER: ❑ address): Polk Stanley .Wilcox Architects Fayetteville,' Arkansas TO CONTRACTOR address): Baldwin & Stiell Constriiction Co. Little Rock, AR 72205 Please submit an iterhized proposal for changes in the Contract Sum and Contract Time for proposed modifications to the Contract Documents described herein. Within Seven days, the Contractor must submit this proposal or r notify the Arcliitect; in Writing, of the date on which proposal submission is anticipated - THIS IS NOT A;CHANGE ORDER, A CONSTRUCTION CHANGE DIRECTIVE OR A DIRECTION TO PROCEED WITH THE WORK DESCRIBED:k THE PROPOSED MODIFICATIONS. .DESCRIPTION (Insert q;wntten description of the Work): } Provide pricing 'for tha'revlslon to the basement slab plan of the North Liner Building revised to match the existing Walton, Arts Center slab. - ATTACHMENTS (List.attached documents that support description): SDA-.1. REQUESTED BY THE AR CT, r , (5ignatife) - Jack Reilly (Printed name and title) AIA Document t370P • 2001. Copyright 01993 and 2001 by The American Institute of Architects. All rights reserved, WARNING: This AlA` Document is pratacted by U.S. Copyright Law and International Treaties, Unauthorfzed reproduction or distribution of this AtA* Document, or any portion of H. may result In severe civil and criminal penalties, and will be prosecuted to the maximum extent possible under the taw. This document was produced by ALA software at 3:50:23 PM on 211=015 under Order No. 6749105837_1 which expires on IJIWW14 and is not for resale. ,:� ejooq I m W=trvnky.w-ftd'-+Ww was'n az -rsflNlq-tln� a3Nfl H.LUON )4030 IDNNWVJ 1331 S ONIUdS aiaa Q Qj (Lo Y1 sl 1� I � �U K x x �, 90=� r I �=off I gw=x w g y<a d a:r=j� z zm zzrn r_rl� c ao Coma a;@3 x w� 'zg� 03m I Fmk �7g N Zoa oOXW u��o Iti� 2ui� Ma II ocnnZ) ..ti WA I 71L / 1 c // i N �. b A'd .ZJLIr.B .L, XLL1,9 .I t Ad N j-' v cta oo � d ;r 0 � �7 m Wd,Ak � shill e OW3 1�-iu� 103-i�1 Jeremy Pate Submitted By City of Fayetteville Staff Review Form 2015-0272 Legistar File ID N/A City Council Meeting Date - Agenda Item Only N/A for Non -Agenda Item 5/2/2015 Development Services / Development Services Department Submitted Date Division / Department Action Recommendation; Approval of Change Order No. 3 with Baldwin & Shell Company for parking deck construction. 4560.9560.5804.00 Account Number 11028.1203, .1301, .1501,.1601 Project Number Budget Impact: Parking Deck Project Expenses Fund Entertainment District Parking Current Budget Funds Obligated Current Balance $ - Does item have a cost? No Item Cost Budget Adjustment Attached? No Budget Adjustment $ Remaining Budget $ - V20140710 Previous Ordinance or Resolution # 135-14; 183-14 y/ Original Contract Number: 2281 Approval Date: 10 4 1 Project Title Budgeted Item? Yes Comments: CITY OF lPrPv. ay4 e AS TO: Mayor Jordan THRU: Don Marr, Chief of Staff FROM: Jeremy Pate, Development Services Director DATE: June 02, 2015 STAFF MEMO SUBJECT: Spring Street Parking Deck -Change Order No. 3 to the Contract with Baldwin and Shell RECOMMENDATION: Staff recommends approval of a no -cost Change Order No. 3 to the contract with Baldwin and Shell for construction of the Spring Street Parking Deck. BACKGROUND: Baldwin and Shell was selected in April of 2013 to provided professional construction management services for this project. In October of 2014, the guaranteed maximum price of $10,522,106.00 for construction was established by Change Order No. 1 to the contract. This GMP included several allowances and unit price items, to account for unknown site conditions that may be encountered during the excavation and foundation work. In April, Change Order No. 2 was approved, to reflect credits for some unspent allowances and additional expenses incurred in the initial months of construction, a net increase of $6,764.00, which was paid for with contingency allocated for the project. The current GMP, reflective of that Change Order, is $10,528,870.00. DISCUSSION: In subsequent months, several items have been identified that require revisions to the contract. A summary of these items is as follows: Item Increase/ Reason (Decrease) NLB AudioNisual $0.00 Paid for with NLB contingency Rough -in NLB Hardware $0.00 No pricing change Changes Omit Fire ($346.00) Delete two fire extinguishers and associated cabinets Extinguishers with approval of the Fire Marshal and Cabinets Roof Drain $2,115.00 Added roof drain and changed parapet design to light well of basement roof Roof Insulation $5,250.00 Additional insulation to meet R-20 roof requirements Mailing Address: 113 W-Mountain Street www.fayetteville-ar.gov Fayetteville, Aft 72701 J NLB Electrical $0.00 Credit to NLB contingency Credit Meter location $3,529 Meter pedestals relocated per SWEPCO requirements Undercut and ($3,350) Reconcile remaining undercut and rock allowance, to Rock Allowance credit promect Abatement ($2,477) Reconcile remaining hazardous materials abatement Allowance allowance to credit prpject NLB Temporary $0.00 Temporary chiller installed for finish -out of NLB; paid for Chiller with NLB contingency NLB Sprinkler $0.00 Credit to NLB contingency Heads NLB Ceiling $0.00 Room 016 ceiling modifications requested by WAC. Paid Modification for with NLB contingency B&S Contingency ($4,721) Credit for use of Baldwin & Shell Contingency See attached materials for detailed information, including cost additions/reductions that show a $0.00 net impact in the change order. These items are being credited to or paid for with contingency funds accrued by the Walton Arts Center with reductions in other portions of the project, and remain within the overall GMP where applicable. The net cost of these items is $0.00; the proposed change order will therefore not change the GMP of $10,528,870.00. BUDGETISTAFF IMPACT: There are no budget impacts to the project from Change Order No. 03. Attachments: Change Order No. 3 1A Document G701r' - 2001 Change Order PROJECT (,Name and ade&ess): CHANGE ORDER NUMBER: 003 OWNER: ❑ City of Fayetteville Entetiainment DATE: May 28, 2015 ARCHITECT: ❑ District Parking Deck 229 North School Avenue CONTRACTOR: ❑ Fayetteville, AR 72701 FIELD: ❑ TO CONTRACTOR (,Name and address): ARCHITECTS PROJECT NUMBER: 11047180 Baldwin & Shell Construction Company CONTRACT DATE: April 16, 2014 OTHER: ❑ 593 Horsebam Road, Suite 100 CONTRACT FOR: General Construction Rogers, AR 72758 THE CONTRACT IS CHANGED AS FOLLOWS: (Include, where applicable, any undisputed aurourit attributable topreviously executed Cortsrrucrion Change Directives) I. NLB: PRO Audio Visual Rough -in (from NLB contingency) .................... $0.00 2. PG: PRil4 Hardware Changes (No Credit) ............................................ S 0.00 3. PG: PR.45 OMff Fire Extinguishers & Cabinets- CREDIT ....................... (S 346) 4, PG: PR#8 Roof Drain at Lightwell & Parapet Changes ............................. S 2.115 5. PG: PR09 North Liner Roof Insulation & Core Stair Roof Edge Changes ....... S 5,250 6. NLB: PRH 10 Electrical Credit (to NI.B contingency) ............................... $0.00 7. PG: PR# I I S WEPCO Meter Location Requirements ................................ S 3,529 8, PG: Reconcile Undercut & Rock Allowance -.CREDIT ............................. S (3,350) 9. PG: Reconcile Abatement Allowance- CREDIT ..................................... S (2,477) l0. NLB: Temporary Chiller (from NLB contingency) .................................. S 0.00 l 1. NLB: PR#12 Sprinkler Heads Credit (to NLB contingency) ....................... S 0.00 Q. NLB: PU 13 Rm 016 Ceiling Modifications (lirom NLB contingency) ........... S 0,00 13. PG: From B&S Contingency........................................................... S(4.721) TOTAL..............................................................................................1. S0.00 The original Guaranteed Maximwn Price was $ 447,948.00 The net change by previously authorized Change,Orders S 10,080,922.00 The Guaranteed Maximum Price prior to this Change Order was $ 10,528,870.00 The Guaranteed Maximum Price will be increased by this Change Order in the amount of $ 0.00 The new Guaranteed Maximum Price including this Change Order will be $ 10,528,870.00 The Contract Time will be increased by Zero (0) days. ^ The date of Substantial Completion as of the date of this Change Order therefore is October 22. 2015. NOTE: This Change Order does not include changes in ilia Contract Sum. Contract Time or Guaranteed Maximum Price which have been authorized by Construction Change Directive until the cost and time have been agreed upon by both the Owner and Contractor, in which case a Change Order is executed to supersede the Construction Change Directive. NOT VALID UNTIL SIGNED BY THE ARCHITECT, CONTRACTOR AND OWNER (carver, LLC. Baldwin & Sheil Construction Company City of Fayetteville ARCHITECT (Firm nacre) CONTRACTOR (Finn rrame) OWNER (Firm name) 2049 E. Joyce Blyd., Ste 400 593 Horsebarn Road. Suite 100 113 (Nest Moun 'n Fayetteville, AR 72703. . AR 72758 Fa et ills:, iR'7 701 ADDRESS ADD S " �2 1 ' rc. pgaery r;ey,re •.iw�1..> Lr'-mil 1a15 n5 an ta:7e:lsUs oa'� t BY (Signature) BY (Siprahrre) Y Sign ere Ron Petrie Patrick Tenney, AIA Lioneld dan (Typed nairee) ('Cipred ncurrcf �. (Typed nanie) 05-29-2015 d$.Zp. 2arS AIA Document G701 "' — 2001. Copyright O 1979. 1987. 2000 and 2001 by The American Inslilule of Architects. All rights reserved. WARNING: This AIA, Document 15 protected by U.S. Copyright Law and international Treaties. Unauthorized raproductlon or distribution of this AIA= Document, or any portion of It, may result In severe civil and criminal penalties, and will be prosecuted to the maximum extant possibto under the law. This document was prpduced by AIA software at 10:47:54 on 05128/2015 under Order No.3970906734_1 which expires on 01105/2016, and is not for resale. User Notes: (1801546069) AIA Document G701 — 2001 City of Fayetteville Entertainment District Parking Deck CHANGE ORDER NUMBER: 003 Page 2 of 2 Boora Architects, Inc. ARCHITECT (Firm name) 720 SW Washington, Suite 800 Portland, OR 97205 ADDRESS t BY (Signature) Michael Tie�n)) le �Ub-61m2015 DATE Chanae Order Reauest Loa ,Source Nampar •rOe i Ion Isua Date _Status. P.IkiN Dark NLBBShan NLBBfinikh NL62nd&3rd Banin Court 'CON ,.NOTES'+ AIE PCO] JPR NI - MOM Low AV lWMIe Appleyed S0 D0 Nade 3 ArE PR w. M.,Onre CN 1(Al20t5 o+ed 5000 Nade 3 AIE PCO.11 PR ✓ S - Herdwarelrm EnMuih., ZQW 15 wee SW OP) Nam 3 A1E PCa12 PRm& Roar D7N W L nae8lt Pero 723r2015 wee 52.115.00 NOM 3 AIE PCO.13 PRs4-NIB Roof 1nsu4non ] 2MA 15 v+" 55250.90 Nana 3 wAC PCO-m NLBf a CmW Y3112015 $000 None 3 mp..TQWWr TE07RO MOCONNCLUCr Bd5 PCP1E Umercut 7 Rockp -tram Aldwenee ul4f"15 erod 4$1.3,SDOOI None 3 AIE PCO,18 PRN11. SwEPCOR remants er250015 bred 9352900 None 3 BES PCOtp AsBauos Mtewanu wo clk of2SW15 IW.e77003 Neese 3 BES PCP70 PAetb NLB OmFT3 spmum needs sfumi5 a d S000 Noes 3 teanne NLB fflmqanCybyS427.Q0 SAS PCO.2$. PR913-NLBRm010cs n dreetrom 1&1015 wad SO DO Nana 3 Oeduct NLB W.792 eas Bd5 0dS BdS B3S 1 3 ta[,os+.wit .w �_ wary I wl C0e3 y 121,00 Dodos iron B3S CWI Vancy S Ia,721.OD1 Total CO 93. $0.00 01) NALDW!N&;NELL V0 NS T R U C T0 N 0 PA P A 11 Y NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- March 27,2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK p4 229 North School Ave, Fayetteville, AR 72701 Jif-mevm", #-�CFFVA uo A7n OAC 4444 A-7M OAC 444C JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETTEVILLE,AR 72703 The following item or items have been priced based on the following: Per Proposal Request #5 dated 0210212015. MA 00hOM 11 PR#5 - Delete Two Fire Extinguisher Cabinets i Yh'd i f i G ha n g wt rr a I fe-i W _4 I K`00 TME11 ME W 51 MM i g, gil 'm w. y'dAU"15-MV 'Up 1 : PR#5 - Delete Two -346.00 J Extinguisher r Cabinets ffn 11 IComments: Submitted by: -Approved by: F]Verbal El Written /_a/ell Mari Beltran Title: 312712015 _,_Date: -04.q; Project Manager 479-845-1 111 Phone Project Manager Fax 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbeltran@baidwinshell-com Email See attachments: Carbon Copied: ,.vv.nw.ba!d%,A15h.-_ii.0Gn Coibor M 01M1 -t . Ctrtnat Ar€ransaa Divtston • Holklunst Ai--.ansas Dl:tislor. • Nor[h Im! Arkansas DiAaWn + Cnn,lrue. for SErs€r.ts Divis€nn DALDWIN KNELL C 0 N S T R U C T I C!H C 0 M F A 0 Y Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor : Baldwin and Shell Construction Date W2712015 Description of Request: PR #5 OMIT 2 Fire Extinguishers Cabinets Item Qty. Unit Labor excluding burden Material including a Other Subcontracts Fire Extinguishers & Cabinets 1 LS 276) Install 1 LS (70 SUBTOTAL 0 (276) 0 (70) Total Labor, Material, Equip and Other -$276 OH & Profit $0 Total Subcontract -$70 Fee ' 5% $0 TOTAL COST -$346 Mario Beltran From: Webb, D. Jeffrey <DJWebb@GarverUSA.com> Sent Tuesday, March 31, 2015 8:28 AM To: Mario Beltran Subject: FW: Spring St. PG- PR#5 Credit - Proposal Request:PR-00005:Fg1NZv From Laleh. From: Me fmailto:laleh(caAFHlarchitects.Com] Sent: Tuesday, March 31, 2015 8:20 AM To: Webb, D. Jeffrey Subject: Re: Spring St. PG- PR#5 Credit - ProposalRequest:PR-00005:FgWZv This one is approved Laleh Arnirmoez AFHJ Architecture . Planning 479.442.5565 On Mar 27, 2015, at 2:14 PM, Webb, D. Jeffrey <D)Webb@GarverUSA_com> wrote: Fyi. ,Jeff Webb, PE Garver 479-527-9100 From: Mario Beltran•Imailto:MBeltran@baldwinshell.com] Sent: Friday, March 27, 2015 1:48 PM To: Webb, D. Jeffrey Cc: Morris Vines Subject: Spring St. PG- PR#5 Credit - ProposaIRequest: PR-00005:FgWZv Jeff, See attached credit for PR#5. Let me know if questions. Tha nks, MARIO BELTRAN I PROJECT- MANAGER NORTHWEST ARKANSAS DIVISION <image001.png> 593 HORSEBARN ROAD, SUITE 100 1 ROGERS, AR 72758 (o) 479.845.1111 • (c) 479.295.9321 • (� 479,845.1115 www.baldwinshell.com 1 <image002.png><image003.pn9> <image004.png> <image005.png> <image006.prLg> <COR # 11- PR#5 Delete Two Fire Ext. Cabinets.pdf5 No virus found in this message. Checked by AVG - www.avg.com Version: 2014.0.48001 Virus Database: 4311/9422 - Release Date: 03/31/15 DALE 4& DALE,'INC;, PHONE ' 901-364963 ' TACSIMILtCOVER LETTER. FAX 9QI -794-2.4.04 MEMU 'Q QUOTATION 0 REQUEST FQA-0udT-AT-'i0N.-.I.— Date: I. q-.- , L . .0. Of6jeid Name:- to Name:. 8 Aqqress,:j City;e-� . . . . . . . . . . Aftn:'tW ftUjA:��: 6 rlftm .Phone' Arch?.. _J2 'T6fAJ hiuftibk':& b966s hd6din'g:thfs I,f.:yoL! Oq qci.f.:re"ce'iV6, afFpages; :please contacufs af Proposal Request Number 05 City of Fayetteville Parking Deck Date: 02/02/2015 Item 1: Hardware changes from RGC Hardware Submittal. Delete Electric Strike from door 001- A item 2: Change to Sire Extinguisher quantity, Total required is 24 per drawings A022 through A025 revisions date 10/15/2014. This has been approved by the Fire marshal. Notify the Architect if a different quantity is required. Delete 2 cabinets and fire extinguishers. Ialeh Amirmoez. AIA AFHJ Architects 'Post Offiep;6ox410 Fayntte%,&,..lft 2;0w .lOs}'WestCinter, SuittIM-7 :Ielwhane479.442:a�fiy, J.w_fi eAT9.442X819.. Mario Beltran From: Brad Stratton <brad@rgc-glass.com> Sent: Monday, March 23, 2015 1035 AM To: Mario Beltran Subject: Re: FW: PR#4 Spring Street Parking Deck - We did not have the electric strike at door 001-A. This is provided by you hardware supplier. r� Thy_ On Sat, Mar 21, 2015 at 8:2 , 4 ar Brad, I've forwarded this to our hardware supplier. Also what about PR#5? thanks, MARIO BELTRAN I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION 593 HORSEBARN ROAD, SUITE 100 I ROGERS, AR 72758 (o) 479,845.1 Ili_ • (C) 479.295.9321 - (f) 479.845.1115 www.baidwinshell.com From: Brad Stratton Fbrad@rgc-. Ig ass.com1 Sent: Monday, March 16, 2015 2:12 PM To: Mike Castagna Cc: Mario Beltran; Morris Vines Subject: Re: FW: PR#4 Spring Street Parking Deck - ProposalRequest:PR-00004:FgWZv Mario, With regards to PR #4. Item #2 - Storefront frames K, L and M along with Doors S1-0, S1-1 and S1-2 were deleted during the VE process of the bid and the current contract reflects these changes. Item #1 - Our draftsman created the hardware schedule and listed the hardware for reference only. The only hardware that we have picked up are the butt hinges, thresholds, door sweeps and the manufacturers standard weatherings. The panic devices, pull handles, closers, operators, access control hardware and cylinders should be provided by your hardware supplier. Thanks On Mon, Mar 9, 2015 at 4:36 PM, Mike Castagna <MCastaana G baldwinshell.com> wrote: Brad, ---)W -- � ELLIffiffIN C0MPAHY NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- March 27, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 229 North School Ave. wit'a Fayetteville, AR 72701 T'r1 - /+J+� A.\1l:�GM,C'D.' win owc ekea win o c 4k4r JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETTEVILLE,AR 72703 The following item or items have been priced based on the following: Changes per Proposal Request #8 dated 3/23/2015 faenclirig •'faan9e Ortlete x�es Ptro'ii '` a�U: T IJ. `020- D, ? 12 .. PR#8- Roof Drain at Li htwell & Parapet Changes 'Pen`�ingCar�g�DrdeT�ttenn. F�11&�WNHFMWRI C tractba, slf wmz u T.crk..� r L4 1 : PR#8- Roof Drain at 412115 B9-� Lightwell & Parapet Changes t15 Comments: K CL4 of C"h'A,++�enc� Submitted by: • Approved by: Verbal El Writt Mario Beltrag Title: D io ment Services Director 3/2712015 Date: 01 2015 Project Manager 479-845-1111 Phone Project Manager Fax 1 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbeltran@baldwinshell.com Email See attachments: Carbon Copied: v4-Nv.ba1JvAnshe:I. car-1 Co;res>ta Ofllee • Cemial'Arkansas Dh-lslon • Nocthgizsl Ar,arM Division A Norlhvjesi Arkansas Divisian Cnnsirnrtion Se.v+ceS DALDWIN SHELL C 0 N S T R u C T 1 0 11 C 0 M F A N Y Dlvisluy Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor: Baldwin and Shell Construction Hate 3/27/2015 Description of Request: PR #8 Roof Drain at Lightwell & Parapet Changes Item Qty. Unit Labor excluding burden Material including tax Other Subcontracts General Conditions 1 LS 25 Bonds lInsurance 1 LS 35 Membrane Roofing 1 LS 610 Plumbing 1 LS 1,505 SUBTOTAL 01 01 61 1 2,115 Total Labor, Material, Equip and Other OH & Profit Total Subcontract Fee 5% TOTAL COST $61 .$0 $2,115 i+09-01j— - 2-,-2-M Arkansas Contractor License #0011870216 March 25, 2015 Baldwin and Shell Construction Co. Attention: Mario Beltran RE: Spring Street Parking Deck -Roof Drain Addition in Light Well RooL PRhl-08 Sir, Provisions, qualifications, and work scope is as follows: I. Provide and install (1) 4" Roof Drain as per schedule and approved submittal related to PRN-08. 2. Relocate originally located drains per revised layout. 3. Provide cast iron pipe and fittings to accommodate new drain. 4. Insulation as required. 5. Man and material lifting equipment provided without additional cost. Exclusions: 1. Overtime hours or weekends. 2. ORD'S not shown. 3. Roof penetrations, framing, securing, and sealing. 4. Any other than mentioned above. Price for the above provisions, qualifications, and work scope is S 1,505.00 including all applicable tax. Labor: $ 352.00 Material: $ 853.00 Subs: $ 300.00 Thank you for the opportunity to provide pricing to you. Please feel free to contact me if you have any questions regarding this project, Price is valid for 30-days starting at date of this proposal. Respectfully, Mountain Mechanical Contractors, Inc. Jon F. Valeski Senior Estimator -Senior Project Manger SCH EFERS Roofing Company po Box 701 Bentonville, AR 72712 886.847,1002 Fax: 479,208.6914 www,schetersroofing.com Date: March 27, 2015 Change Order Request #: 1 To: Baldwin & Shell Project Reference: 593 Horsebarn Road, Suite 100 Spring Street Parking Deck Rogers, AR 72758 Attn: Mario Beltran Description: Additional tapered insulation and labor to add third drain at lightwell. Total this Change Order Request: $ 610.00 Due to company policy, the above described work cannot commence until we have approval in writing, either by signing and returning this form or by providing an official Change Order. Please feel free to contact me should you have any questions regarding the above. Respectfully submitted, Schefers Roofing Company Mike Fessman PM Approval: (Signature) Approved By: Approval Date: Commercial Roofing Roof Repair 8 Maintenance Architectural Sheet Metal ArkOnaaa • lowa • Kansas Missouri Nebraska • Oklahoma lob: worAlilrl:t SPrf^P S1rec1 Farkfng Oedl Cam !/77(lDls Cop m 1 C..niP1 . i Qtr -IN C n Ivairraci Wba Cog Ww. mil mm Pa be tn.e to make d.hdtd Set cp+ o S ! fa hmlrt Mrlero hTwrb4. Uri"dela Hdslhl 0 S a S i ate- ,,.,��'V. 3' aso + I D.ssrlpol at tht Wmk ad;0 l3= Taprtblm'adal 1 S 215.00 ' 9k5SW S_ • _ ••: su:lgh mxt wn W wW m mslu tlttafed Add!c=LWar-T.Pu a S 7.., S -. 1esW.: rs [er ttam. Me.em k/on bli •itt=Delade oeMrlbe OtuAlr Dar7lbe Detnlee D.gtlb. Srulda.np Tot/ Wl girt . itdtl'�3 • . � ,sllkari',ylCt�lapc4 Dan lahu•••'f, �::: Y.; ;:.: ::F:-i�.t•� F7: :`e: :'SP'K•'.°�.1e1. 729 hfated�t: sP3dD�nr•a}�mVr'As. n. arxddn i20.CD Rum.. S 303S 20Yt M5/WS. Nan:: •L.;$!�`ort%� r.—.' • "'1= SA4.W S 49123 dNeHft.d S 69.37 is nlag M aPPrk"DA, Clerk_ Or f. ._.-' SWMW S 170Ia Pratµ S 79.57 IS tltrgingoditpC�r+olx+aR Total »> $ 61D.90 to lab utnn¢rrerlaW.edrnrtterodlr dwlrw.a rn selrorl. tresarrr. Wd" Am.g 1SAM U I aom,a 1e13111.7 Ma Si1 2.A1M%2 rs Aleut! 17dS17%. KS RM 2rL22m3aHAsY r IL1120% MA SIM 3 mm Ice R_-uf 21179= to, J[M MA17P%.!It A.o 4 24.7=% 10 N1 Slat M.19lIcli 11 IA 1-R; les1O% 17 MUM MQLM 13 va RXa SM mlC7!% 1. M Va► SSR 2.A3r.% 116 mal• W M.771G% 21 AA eml S3A 11AWM 17 u slM-sill 3a100!% 1. cl A.0.11A U.&P3%11c5 VM•w 21.l1001121 u Ax!• UR 1D101c% 7l la VM-151 M.Urw S m.W se170 3 l7"1 Labor S 17,13 MUMS 233A9 7Wavntrauw S S Nt Dlpe 0S S aS lubt l $ a11.71 1 S 110.m Proposal Request Number 08 City of Fayetteville Parking Deck Date: 03/23/201 S Item 1: Roof Drain Addition on Light Well Roof. Add one roof drain of equal size to the two indicated on the drawings and tie into the system already in the project. Space as indicated in attached PR#OB, sheet AS1. Item 2: Modify parapet details due to field change of building elevation: Modify detail C1/A704 per attached AS2. Build up the parapet in order to keep the roof to wall detail for the expansion joint to coordinate with the detail beyond, at roof to wall detail on the west wall of NLB. See AS3 for revised detail to reflect the change of elevation in the parapet. Laleh Amifmoez. AIA AFHJ Architects PwtOflLcrBox81U,Faydle�ille,:LR.���D$"lUl}�'estCenier 5�iileml telghone4i9AM' 65 &8-i ilcd��l-]L:U49 ^f siaaua�a s}aa3Pia•Id go'Nd'08 �L >IO3❑ JNI QIVd 133a1S JNINdS -- -add s loweveo 31e0 3 ^1I IA3113AV:1 :1 4 All J L O 'Sid SVSNV7ibV '3]llA3.U3AVJ txosugopSa�aj{aa�sa,�xao�� ' ��'�. AAA• .� 1 an• . Gp,ATj�2'-.'f Y1 Lll K.C� �• `• y is F LL— {i G LU :> UJ 6- 4 41% TAPERED INSULATION, 1M-iF 7777777 a-112"POILYIS INSULATION -J� 'V Per Laleh A.J AFHJ' I The 'buildup on'.,the parapet applies only at the locattori of the detail on tide west side Il steps VV down: to the.typicalpdCaoe't,'Ot:the :south,Wes,-,corner � i�..thb-(.'.I:Oci6ld.::not,sWitt- oib'iMOto expansion join The: reason I had 'to'do1heb6ij --rbo,s' becausebe beyond thiE�. well;to the, north -we M Id.. f :expansion y lighi%' o . tj "kave,to transition o.�a. root to wall that Would haVL e: 1,fdon t thi nk, 'b,een.e pod L.u' .joint'and f I t rner nnvo it Ane.rooler hat..a E e F. 01 REVtSED DETAIL AT WAC /LIGHT WELL .. . .. .......... . ............. LL pry . .. .............. . ... .... ... . . .......... .. ... ..... ... 31VO .4 30 SVSNVNHV '31-11A:; I 13,kVJ - --------- - - ------- - .......... . ..... .................. .... ........ . . ... .................... ZD- 9 ox -j LU L L�- m) < Cf z To LU 0z 0 m �- LL U) Z LL U) 0- zo UJ -0 L......... ............................. . ........ ............................. co U uj LU LU w ®R Proposal Request Number 04 Clty of Fayetteville Parking Deck Date: 1 /29/2015 Item 1: Hardware changes from FTC Hardware Submittal. elete the following items from contract due to the fact that RGC glass has provided a ctly what we had specified for the store (rant doors NL-A and NL-B. Please confirm th he remaining hardware items listed in FTC are coordinated with items RGC glass is pro . ing to provide a complete functional package. Please notify Architect if it is more pr ctical to move those items to RGC glass contract. 1. Door NL-A: Omit Concealed vertical rod exit Falcon ED-10 and Flacon ED-11;Permanent core —Primus; Door pulls; Surfa6e closer; Mounting plate; Door operator; Electric power transfer; Actuator; and powe supply. 2. Door NL-B: Omit Exit devic. ; Electric strike; Door pull; Surface closer; Mounting plate. Item 2: Delete following items from RGC Glass due to changes in CCD#4. 1. Doors 51-0, S1-1 nd 51-2 2. Store front fram (K), (L), (M) and related glazing . RGC Glass response as follows: Laleh Amirmo . AIA Item #1 - Our draftsman created the hardware schedule and " listed the hardware for reference only. The only hardware that ....we have picked up are the butt hinges, thresholds, door sweeps _ and the manufacturers standard weatherings. The panic ;. :: ,' devices, pull handles, closers, operators, access control AFHJ Architects hardware and cylinders should be provided by your hardware supplier. - Hardware supplier confirmed he has it under his scope. Item #2 - Storefront frames K, L and M along with Doors S1-0, 51-1 and S1-2 were deleted during the VE process of the bid and the current contract reflects these changes. Let me know if questions Mario Beltran -Post Orricr.Bu%r10.FaYetteville.ARi202-,100-WestCenter.-Enile302 telephone479.442.5565 fecsimile,'1iJ.Ti3.Y;4J Mario Beltran From: Webb, D. Jeffrey <DJWebb@GarverUSA.com> Sent: Tuesday, March 31, 2015 8:28 AM To: Mario Beltran Subject: FW: Spring St. PG PR#4 Hardware changes From Laleh. From: Me [mailto:lalehRAFHJarchitects.com1 Sent: Tuesday, March 31, 2015 8:21 AM To: Webb, D. Jeffrey Subject: Re: Spring St. PG PR#4 Hardware changes, Ok, understood Laleh Amirmoez AFHJ Architecture . Planning 479.442.5565 On Mar 27, 2015, at 12:46 PM, Webb, D. Jeffrey <DJWebb@GarverUSA.com> wrote: Jeff Webb, PE Garver • . 479-527-9100 From: Mario Beltran [mailto:MBeltran@baidwinshell.com] Sent: Friday, March 27, 201512:05 PM To: Webb, D. Jeffrey Cc: Morris Vines Subject: Spring St. PG PR#4 Hardware changes Jeff, Attached. is our response to PR#4. I agree with RGC's response. Thanks, MARIO BELTRAN I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION <1mage001.png> 593 HORSEBARN ROAD, SUITE 100 1 ROGERS, AR 72758 (0)479.845.1111 • (c) 479,295.9321 - (0 479.845A 115 www.baldwinshell.com <imageD02. png><ImageDO3.png><image004.png> <imageOOS.png><image006,png> 1 <PR 04 - RESPONSE 3.27.15.pdf> No virus found in this message. Checked by AVG - www.ava.com Version: 2014.0.4800 / Virus Database: 4311/9422 - Release Date: 03/31/15 Mario Beltran From: Brad Stratton <hrad@rgc-glass.com> Sent: Monday, March 16, 2015 2:12 PM To: Mike Castagna Cc: Mario Beltran; Morris Vines Subject Re: FW: PR#4 Spring Street Parking Deck - ProposalRequest:PR-00004:FgWZv Mario, With regards to PR 94. Item #2 - Storefront frames K, L and M along with Doors S 1-0, S 1-1 and S 1-2 were deleted during the VE process of the bid and the current contract reflects these changes. s-O� DIk/J/- Item #1 - Our draftsman created the hardware schedule and listed the hardware for reference only. The only hardware that we have picked up are the butt hinges, thresholds, door sweeps and the manufacturers standard weatherings. The panic devices, pull handles, closers, operators, access control hardware and cylinders should be provided by your hardware supplier. Thanks On Mon, Mar 9, 2015 at 4:36 PM, Mike Castagna <MCasta a(@baldwinshell.com> wrote: Brad, I still have not heard back from you on this. My last day is this Friday and I would like to get as many loose ends tied up as I can before I leave. What is your status on PR #4 pricing? MIKE CASTAGNA 1 PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BAIDWIR . RELL C Ort.T NOT 1 Ili CON PR R7 593 HORSESARN ROAD, SUITE 100 I ROGERS, AR 72756 (o) 479,845.1111 • (c) 479.644.9006 • (f) 479.845.1115 www.baidwinshell.com From: Brad Stratton [mailto:brad@rgc-glass.com Sent: Monday, February 23, 2015 3:12 PM To: Mike Castagna Subject: Re: FW: PR#4 Spring Street Parking Deck - ProposaiRequest:PR-00004:FgWZv Mike, Almon Blair our estimator has been out recently with personal issues. I have needed to speak with hire regarding this PR. We are working on this and I should have some information tomorrow. Sorry for the delay. On Thu, Feb 12, 2015 at 10:39 AM, Mike Castagna <1MQastagna(@baldwJnshell.com> wrote: Brad/Mike, I still have not seen pricing back from. either of you for the attached PR #4. Please get this sent in to me right away. MIKE CASTAGNA I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BAIDWII#�0W.PAIRL coitalPon10H kv 593 HORSEBARN ROAD, SUITE 100 1 ROGERS, AR 72758 (o) 479.845.1111 • (0) 479.644.9006 • (f) 479.945.1115 www.baidwinshell.com Due_.. You , 1 Du �'4' 2 J t From: Webb, D. Jeffrey [mailto:DJWebb@GarverUSA.com] Sent: Thursday, January 29, 2015 1:35 PM To: Mike Castagna Cc: Morris Vines; Laleh Amirmoez aleh a HJarchitects.com (laleh@AFHJarrhitects.com AFHJarchitects.com); Pate, Jeremy; Brown, Chris; Petrie, Ron, S; Jack Reilly; Mark Herrmann Subject: PR#4 Spring Street Parking Deck - ProposaiRequest:PR-00004:FgWZv Mike - Please see attached Proposal Request No. 4 regarding Hardware changes from FTC Hardware Submittal. Thanks, Jeff Webb, PE Garver 479-527-9100 Brad Stratton Senior Project Manager 479-444-6214 Office 479-444-6767 Fax Brad Stratton Senior Project Manager 479-444-6214 Office BQLI���0MPAUDELLNSTRUCTION Y UV " -I NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- March 27, 2D15 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 229 North School Ave. y y Fayetteville, AR 72701 .- . A' =r.. r.. r.f� ti0w.f•[%+•r=..f.�-r-,i�1rGC]. Af% O A C 4 4 4 4 A711 O A C 4 A 4 C JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 1=AYETTEVILLE.AR 72703 The following item or items have been priced based on the following: Changes per Proposal Request #9 dated 312712015 13 PR#9- NLS Roof insulation & Core Stair Roof Edge_ Peri n �Cii"any e' * rder #lei s ef'_'S!-' "-S••.'-sN'l rain . al Con ac 7a, sApprvued -li-F.G'x7JW�-G-L�'�-"i;l }► � R5... ate. 1 : PR#9- NLs Roof Insulation & Core Stair Roof EdgelF- 4i1115 5 2S0 Submitted by: Approved by: LVerPal ❑ Wr en Ma Beltran Title: e 0 ment services Director 3127/2015 Date: 0410-1 /2015 Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbettran@bald%vinshell.com Emall See attachments: Carbon Cwied: wwwbaU, tiwfnst!efi.Corr inrr+orafe Wive • Central Arkaw= ijs Division • ;Jaitheast Ar85nb0a Division • Horihv,esi Arkansas Divislon • Construalinn Services Dlvialon DALDWIN SHELL C 0NSTRUCT10 �! COMPANY Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor: Baldwin and Shell Construction Date 3/27/2015 Description of Request: PR #9 NLB Roof Insulation Item Oty. it Labor excluding burden Material including Other Subcontracts General Conditions 1 LS 63 Bonds 1 Insurance 1 LS 89 Membrane Roofing 1 LS 5,250 SUBTOTAL 01 0 1 152 1 5,250 Total Labor, Material, Equip and Other ON & Profit Total Subcontract Fee 5% TOTAL COST 5 250 4240-00, 45 Corporate office 1501 Westport Road Kansas City, MO 64111 T 816-561-7667 F 8 t 6-561-1911 800-65S.6577 MYjv.we , emffreproofina.com Kansas City, MO I Oklahoma City, OK St. Louis, MO March 27, 2015 Mario Beltran Baldwin & Schell 593 Horsebarn Rd, Ste 100 Rogers, AR 72758 RE: SPRING STREET PARKING DECK PR##9 Dear Mario: Please add the sum of $6,100.00 for us to add 4" of Insulperm to our lightweight insulating concrete system. If you can eliminate the key deck mesh in the lightweight insulating concrete, please deduct the sum of $850.00 from our original bid. Sincerely, WESTERN FIREPROOFNG COMPANY OF KANSAS, INC. A.L. Bontrager (� \pO `1Z6-Gt.v" 2 "T-L ,�fl �ssrgy yr2 5 D A no insulating Concrete Roof Decks. Tectum Roof Decks & Interior Products . Loadmaster Engineered Roof Decks Glued -Laminated Structural Wood . Floor Underlayments . Operable Partitions Proposal Request Number 09 City of Fayetteville Parking Deck Date: 03/25/2015 Item 1: NLB Roof Insulation: Please provide a minimum insulation value of R-20 for the entire roof. According to the provided product information this amounts to an additional 4" Expanded Polystyrene. Please resubmit shop drawings for review. Relocate drains for the most efficient layout and the least amount of build-up. Coordinate with location of skylights. See attached revised details PR09-AS-01 for revised parapet detail Item 2: Core Stair Roof Edge Detail: Revise edge detail per attached PR09-AS02 Laleh Amirmoez. AIA �4 S� •,I r' AFHJ Architects =Post Orrice Box 810 FayeltevilEc; 1R.i?"f02 lUU West Center. SuiEe'3U? 'teleEihona bi9.44?a565 Liimila.4 i4:91?:88A`1': GALVANIZED FASCIA AND CONTINUOUS CLEAT INSULCELL SYSTE Q N � O O o � NN i.1wA . N M N 1wW — r S� aoti 0 - N O m x � O �N N ,p O W J Y J_ � co W cn F- z W INSULATION AND ADDITIONAL INSULCEL SYSTEM e O �J 9 � Ga o -n F3 c� fl rn M z y < op a m O nm O b Q m cn� 2: mx 2„ m N 7C7 zr m v z� a n O E C!r c m O x O D� z—!� _n �; AOn 00 rn 10 poo >E o 0 o� �a , 81/2° XmN m a m - - c D_ m D _n =_ - c n ' O a ZJ n 0 rn Z 0 -� o D_ Z o a Q m a O m o . -m-I • a r- AmirmoezFoskerHalleyJohnsou FAYETTEVILLE, ARKANSAS AS- 02 CITY OF FAYETTEVILLE DATE 03/24/2015 APR- - SPRING STREET PARKING DECK 7180-PR- 0� 9rchifecks Planners BALBWIH SMELL C014STA0CTIUN C0MPANY Cc-P5 NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 22aB- April 14, 2015 FAYETfEVILLE ENTERTAINMENT DISTRICT PARKING DECK ,.._ , - �` _ 229 � North School Ave. - Fayetteville, AR 72701 �- !.e-:rr •r- O-r:�..-r.�1a�i�: - _w��:rr`1 •o:rnawn o,�c e � a e •7n o � e �e a � e JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETTEVILLE,AR 72703 The followinn item or items have been priced based on the fallowing: Change order request is for the following: Undercut existing and replace with suitable material 331 CY @ $14.50 = $4,800 Mass Rock Excavation 96 CY @ $100.00 = $9,600 Trench Rock Excavation 34.5 CY @ $200.00 = $6,900 DEDUCT COSTS FROM UNDERCUT ALLOWANCE. 0.4 gmpq 16 PG- Undercut & Rock costs �.. s•. 1,r Y K Peidiiifia'n�fe'ri»yys�A+d�o.na}Coi.n �+ tSx _ •y� i � ..•..� �7:.��T.��ek1 ar�G?�l »�'���i -M�.+v+: s+ any-var_; ,..w raat;D��a syn ��rt� y'; Wi i ,=may �!.`cS�^ R' "r�.ai�i�he�`dF�i,�+t�a.i�s'J�eIL��,'�4.f nm+5y,:s,r^•.a i•.•_.rrwyk 1# ,p • [owefiy. u I`� �.''i�o:�wlt���� � 4I20115 -' dump rn..: .e •...ki���C�r^•3'�:"i�w' 0.00 1 : PG- Undercut & Rock costs F 0 SEE ATTACHED BREAKDOWN. Comments: Submitted by: • Approve by: Written i Verbal k Mario eltran Title: Development Services Director 41141 015 1 Date: 04/24/2015 Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbeltran@baldtivinshell.com -mail t�.ww.�alr+t�InsF:�il.com Corp, rite Otfl.t • Cwraf Arhnsn Division • Narlhaast.Ar-mas 0!vNioo r Ncritw--1 Arkansas Division • Conslruation 5ervitts Olvi-lIap DALDWIH � � SHELL C 0 N3TR0CT10Id C0 M P A N Y Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor: Baldwin and Shelf Construction Date 4/15/2015 Description of Request: PG- Undercut & Rock Costs Item Qty. Unit Labor excluding burden Material including tax Other Subcontracts Footing Rock Excavation - Keith 1 LS (6,900) Mass Rock Excavation - CoBar 1 LS (9,600) Undercut & Replace- Cobar 1 LS (4,800) SUBTOTAL 0 0 0 (21,300} Total Labor, Material, Equip and Other $0 Total Subcontract-$21,300 Undercut Allowance $24.650 TOTAL REMAINING ON UNDERCUT .$3,350 ALLOWANCE Mario Beltran From: Keith Roberts <jkeithrob@aol.com> Sent: Thursday, April 02, 2015 1:58 PM To: Mario Beltran; Jim Minor; Morris Vines Subject: Spring Street Parking Deck Price change for Class-7 base undercut and backfill vs earthen backfill As of 3133/15 351 CY of undercut existing and replace with compacted class-7 was in -place and testing on this project. The agreed upon price change is as follows: Original price per contract; $14.50 per CY-$1.75 per CY(cost of dirt)+ $7.75(1.0975 sales tax)(1.9 tons per CY of class-7, wt to vol conversion). $12.75 per CY+ $16.15 per CY= $28.91 per CY in -place. Original Cost at Contract; $14.50/CY'-354-CY= $5,089-6&wsing earthen backfill 1 Keith Roberts Cell 479-502-1515 ikeithrob(a)aol.com No virus found in this message. Checked by AVG - tivvvw.ava.com Version: 2014.0.4800 / Virus Database: 4311/9433 - Release Date: 04/01/15 04/10/2615 05:50 7502732 KEITH ALSTIN CONSTRU PAGE 02 tv T 5 -OZ From: Keith Austin Constructions, Co. 800 N. Jefferson St, Suite 95 Springdale, AR 72764 To: Baldwin & SheD, Construction Company Mario Beltran Subject: Spring Strect Parking Deck FayettevWe. AR a rarvWU fnr a, change order for the following Items: v 1) Rock excavation and disposal: 9001 3q5v Approximately-49,--5 CY @a$200.00/CY... ..................... ............................................. S";9@6:pA-- ... way. .... .. . :11 iA 1i. � a � r • MOUX Rw��.�� r r.a z ..�. a lif.1 k K■ ��l arr�r�� r6 � Signed: -- Dated: q ! /0 -1 Z252r 4A • Gp'C S O Z S Co Bar Contracting, Inc. NEW OFFICE ADDRESS: S840 Citation Drive —Scott, AR 72142 NEW OFFICE FAX: 501-961-1949 Office Phone: 501-955-2224 March 10, 2015 Mike Castagna Baldwin & Shell 593 Florsebarn Road Suite 100 Rogers, AR 72758 Re: Change Order.Request.— SPRING STREET PARKING DECK —ROCK EXCAVATION CHANGE ORDER REQUEST We are requesting a change order on the above stated project. 1) Rock Excavation 96c.y @ $100.00 per c.y. $9,600.00 Total Amount of Change Order If you should have any questions, or should need additional information, please do not hesitate to give me a call. Sincerely, Kaye ( n W ox KLW February 13, 2015 Job No.: 14-5304 City of Fayetteville 125 W. Mountain Street Fayetteville, AR 72701 Attention: Mr. Chris Brown, P.E. SUBJECT: REINFORCING STEEL REPORT SPRING STREET PARKING DECK FAYETTEVILLE, ARKANSAS Mr. Brown: Please find attached the reinforcing steel observation report performed at the above -referenced project on January 22, 2015. It is our opinion that the reinforcement has been placed per project plans and specifications. Should you have any questions, please do not hesitate to contact us. ATTACHED PLATE NUMBERS: KABlame Copies Submitted: City of Fayetteville Attn: Mr. Chris Brown, P.E. Baldwin & Shell Attn: Mr. Mike Castagna Attn: Mr. Morris Vines Attn: Ms. Leslie Fann Garver Attn: Jeff Webb,P.E. Attn: Mr. David Clement, P.E. Sincerely, GRUBBS, ROSKYN, BARTON & WYATT, INC. Kyle A. Bennett, P.E. Project Engineer (email: cbrown cr fayetteviUe-ar.gov) (email: mcastagna c@ibaldwinshell.00m) (email: ravines@baldwinshell.com) (email: LFann@baldwinshell.com) (email: djwebb@garverusa.corri) (email: DTClernent@GarverUSA.com) REINFORCING STEEL REPORT PROJECT: TESTED BY: Spring Street Parking Deck Kyle A. Bennett, P.E. Job No.: 14-5304 DATE STRUCTURE LOCATION REBAR PLACEMENT SIZE I SPACING CLEARANCE COMMENTS 1/22/15 Pier caps A-1, A-1.6, B-1, B- 1.6 and B-3 OK OK OK OK Section A Sheet S304 7 Limestone encountered at pier caps A-1 and B-1. Hoe -ram required for rock excavation. Rock excavation uanti of 4.0 yd3 calculated based on field measurements. GRUBBS, HOSKYN, BARTON & WYATT,INC. PLATE 1 -L Grubbs, Hoskyn Barton &Vl q tt, I NC. CONSULTING ENGINEERS April 9, 2015 Job No.: 14-5304 City of Fayetteville 125 W. Mountain Street Fayetteville, AR 72701 Attention: Mr. Chris Brown, P.E. P.Q Box 1248 Spmgdale,Arlmnsas 72765 341 West County Line Road 72764 (479) 756-5999 FAX (479) 756-1749 SUBJECT: DAMY CONSTRUCTION REPORT. - UNDERCUT SPRING STREET PARIUNG DECK rA.YETTEVTLLE, ARKANSAS Mr. Brown: Please find attached the daily construction report for the undercut observations performed at the above -referenced project on March 23, 2015, Should you have any questions, please do not hesitate to contact us. Attached Plates: Sincerely, GRUBBS, HOSKYN, BARTON & WYATT, INC. Subra T. Bhat, Phll., STBlame Principal/Manager, Springdale Office Copies Submitted: City of Fayetteville AtIn. Mr. Chris Brown, P.E. (email: cbrown@fayettevilie-ar.gov) Baldwin & Shell Attn: Mr. Mario Beltran (email: mbeltran@baldwinshell.corn) Attn: Mr. Morris Vines (email' mvines@baldwiashell.com) Attn: Ms. Leslie Fann (email: LFanxt@baldwinshell.com) Garver Attn: Jeff Webb,P.E. (email: djwebb@garverusa.com) Attn: Mr. David Clement, P.E. (email: DTClernent@GarverUSA.com) Geotechnical and Materials Engineering / Constructicn Surveilance Grubbs.Hoskyn, Barton &Wyatt, INC. CONSULTING ENGINEERS DAILY CONSTRUCTION REPORT DATE PROJECT Spring Street Parking Deck W£ATHeR JOB NO. 14-5304 TEMP CLIENT Citv of Fayetteville WIND CONTRACTOR Baldwin & Shell HUMIDITY PROJECT MANAGER Mario Beltran CONSTRUCTION ACTIVITIES DAY PCL Box 1248 Springdale, A imnsas 72765 341 Weft County Line RDad 72764 (479) 756,5999 FAX (479) 756-1749 3-23-15 S MT]WITH F S BRrrE SUN CLEAR OVERCAST RAIN SNOW TO 32 32 - 50 50 - 70 0 - 85 FR. 85 UP STILL MODERATE HIGH EPORT NO. DRY MODERATE HUM[D Undercut observation — south liner building and south end of west ramp • Highly weathered shale present at the subgrade. elevation was unstable due to saturation and repeated traffic. e Upon undercutting the unstable material, dark gray and gray shale was exposed at the bottom of the undercut (see Plate 2 for undercut area) • Required depth of undercut varied across the area. e Undercut quantily was calculated at 331 cu yd, BY Subra T. Bhat, Ph.D. P.E. TITLE Principal/Manager, Springdale Office Platt I Geotechnical and Matelisk Engineering! Construction Surveillance eL Gam! H k".9 13ar>t0n8i�dt41,.INC. CONSULTING ENGINEERS April 9, 2015 Job No.: 14-5304 City ofFayetfeville 125 W. Mountain Street Fayetteville, AR 72701 Attention: Mr. Chris Brown, P.E. P.O. Box 1 Z48 Springdale. Arkansas 72765 341 West County tine Arad 72764 (479) 756-5999 FAX (479) 756-1749 SUBJECT: DAIELY CONSTRUCTION REPORT — ROCK EXCAVATION SPRING STREET PARKING DECK FAYETTEVILLE, ARKANSAS Mr. Brown: Please find attached the daily construction report for the observations performed at the above -referenced project on March 17, 2015. Should you have any questions, please do not hesitate to contact us. Attached Plates: STBlame Copies Submitted: City of Fayetteville Attn: Mr. Chris Brown, P.E. Baldwin & Shell Attn: Mr. Mario Beltran Attn: Mr. Morris Vines Attn: Ms, Leslie Fann Garver Attn: Jeff Webb,P-E. Attn: Mr. David Clement, P.E. Sincerely, GRUBBS, HOSKYN, BARTON & WYATT, INC. / Sabra T. Bhat, Ph.D., P.)� Principal/Manager, Springdale Office (email: cbrown@fayetteville-ar.gov) (email: mbeltran@baldwinshell.com) (email: ravines@baldwinshell.com) (email: LFann@baldwinshell.com) (email; djwebb@garverusa. cow) (email: DTClernent@GarverUSA.com) Geatechnimi and Materials Engineering! Construction Surveillance �j IL' - Gna*S, Hoskyn, Banton &Wyat't, I NC. CONSULTING ENGINEERS DAILY CONSTRUCTION REPORT DATE PROJECT Spring Street Parking Deck WEATHER J013 NO. • 14-5304 TEM? CLMNT City of Fa etteville _ WNo CONTRACTOR Baldwin & Shell lWmYnt PRO3ECTMANAGER Mario Beltran CONSTRUCTION ACTIVITIES DAY P. Q Box 1248 Springdale. Arkansas 72765 341 West County Une Road 72764 (479) 756-5999 FAX (479) 756-1749 3-17-15 IS MTJW�Tll F S BRtTE SUN CLEAR OVERCAST RAIN SNOVtr TO32 32-50 50.-70 70-85 1 85UP STILL MODERATE HIGH REPORT NO. DRY MODERATE HUM[D Rock Excavation for vier caps and footin sat Liner Building • Hard limestone layer was encountered • Hoeram was used to excavate the limestone • Locations and quantities of rock excavation are as follows Location Dimensions Footing on C, L6 to 2 22' x 9' x 1.5' Pier Cap, C-3 5' x 5' x 2' Pier Cap, C-2 5' x 5' x 1.6' Quantity, cu yd 11 1.9 1.5 Total: 14.4 cu vd BY Subra T. Bhat, Ph.D., P.E. TITLE —Principal/Manager, Springdale Office Plate 1 Geotechniirai and Materi& Engineering / Construction Surveillance GrUbbstr Barton &w�I N C. CONSULTING ENGINEERS April 15, 2015 Job No.: 14-5304 City of Fayetteville 125 W. Mountain Street Fayetteville, AR 72701 Attention: Mr. Chris Brown, P.E. eo sox 1248 SpringOale.Arkar 7Z765 341 West CouV line Road 72764 (479) 756-5999 FAX (479) 756-1749 SUBJECT: DAILY CONSTRUCTION REPORT — ROCK EXCAVATION SPRING STREET PARKING DECK FAYETTEVILLE, ARKANSAS Mr. Brown: Please find attached the daily construction report for the rock excavation observations performed at the above -referenced project on March 17, 2015. Should you have any questions, please do not hesitate to contact us. Attached Plates: STBlame Copies Submitted: City of Fayetteville Attn: Mr. Chris Brown, P.E. Baldwin & Shell Attn: Mr. Mike Castagna Attn: Mr. Morris Vines Attn: Ms. Leslie Fann Garver Attn: Jeff Webb,P.E. Attn: Mr. David Cletntmt, P.E. Sincerely, GRUBBS, HOSKYN, BARTON & WYATT, INC. Subra T. Bhat, Ph.D., P.E./� PrincipallManager, Springdale Office (email: cbrown@fayetteville-ar.gov) (email: mcastagna@baldwinshell.com) (email: >I7rlvines a baldwinshell.com) (email: LFarui@baldwinshell.com) (email: djwebb@garvenisa.com) (email: DTClement@GarverUSA..com) Geotechniol and Materials Engineering / Construction SvrQ tance �v ` t) [rubbS. ft ton , I NC. CONSULTING ENGINEERS DAILY CONSTRUCTION REPORT DATE PROJECT Spring Street Parking Deck WEATHER JOB NO. 14-5304 TEMP CLIENT City of Fayetteville WIND CONTRACTOR Baldwin & Shell HUMIDITY PROJECT MANAGER Morris Vines ON ACTIVITIES Rock Excavation DAY eo Box 1240 5pringdA_ Arkansas 72765 341 West County Line Road 72764 (479) 756-59" FAX (479) 756-1749 3-17-15 S M T I W I TH F S BRITESUN CLEAR OVERCAST RAIN SNOW TO32 32-50 50-70 7D-85 85UP STILL MODERATE HIGH REPORT NO. DRY i MODERATE HUMID Hard limestone Was encountered at the following locations. The limestone was excavated using a hoeram. Rock quantities were measured by Baldwin & Shell. Location Footing at SE Comer at C-1 Pier caps at CA & B-1.6 ttantit 12,5 cu yd 3.6 cu yd Total: 16.1 cu yd BY SubraT. Bhat, Ph.D., P.E. TRLE Princi alfMana er, S ringdalc Office Plate 1 Geotedmlcal and Materials Engineering / Corstrucvon Surveillance 6 ==vtmt, INC. CONSULTING ENGINEERS March 31, 2015 Job No.: 14-5304 City of Fayetteville 125 W. Mountain Street Fayetteville, AR 72701 Attention: Mr. Chris Brown, P.E. P.O.8= 1248 Springdale, Ar kanw 72765 341 West County Line Road 72764 (479) 756-5999 FAX (479) 756-1749 SUBJECT: DAILY CONSTRUCTION REPORT -- ROCK EXCAVATION SPRING STREET PARKING DECK FAYETTEVILLE, ARKANSAS Mr. Brown: Please find attached the daily construction report for the rock excavation observations performed at the above -referenced project on November 17 and November 25, 2014. Should you have any questions, please do not hesitate to contact us. Attached Plates: Sincerely, GRUBBS, HSOSKYN, BARTON & WYATT, P1C. ASubra T_ Bhat, Ph.D., P.E. STBlame Principal/Manager, Springdale Office Copies Submitted: City of Fayetteville Attn: Mr. Chris Brown, P,E, (email: ebrown@fayetteville-ar.gov) Baldwin & Shell Attn: Mr. Mike Castagna (email: mcastagna@baidwinshell_corn) Attn: Mr. Morris Vines (email: mvines@baldwinshell.com) Attn.: Ms. Leslie Fann (email; LFann r@}i baldwinshell.com) Garver Attn: Jeff Webb,P.E. (email- djwebb@garverusa.corn) Attn. Mr, David Clement, P.E. (email: DTClement ct GarverUSA.com) Geotechnical and Materials Engkmering ! Gonstr-uc6on 5urveipance Z=n�c tt,lNC. CONSULTING ENG)N€EKS DAILY CONSTRUCTION REPORT DATE PROJECT Spring Street Parldmg Deck WEATHER JOB NO. 14-5304 TEMP CLIENT City of FayetteviHe WIND CONTRACTOR Baldwin & Shell _ HUMIDrrY PROJECT MANAGER Morris Vines CONSTRUCTION ACTIVITIES Rock Excavation Observation DAY P.O. Box 1248 Springdale, Arkansas 72765 341 West County Line Road 72764 (479) 756-5999 FAX (479) 75& 1749 11-17 & 11-25-14 IS [IT WITH M S BRYM SUN CLEAR OVERCAST RAIN I SNOW TO 32 32 — 50 50 — 70 70 — 85 85 UP STILL, MODERATE HIGH REPORTNO. DRY MODERATE HUMID I visited the site as requested by Morris Vines to observe and quantify mass rock excavation at the site. ➢ A sandstone cap was encountered at the northeast corner of the site in the north liner building area, at elevation corresponding to just below school avenue. ➢ A hoeram was used to break up the sandstone. ➢ The sandstone cap measured approximately 40 ft by 25 ft by 2.6 f3 (thick). ➢ Quantity of rock is calculated at 96 cu yd. BY Svbra Bhat, I h.D., P.E. TITI E Principal/Manager, Springdale Office Plate 1 GeotechniW and Mat"Is Engineering f Construction Surveillance IV mv— V, BALDiN KNELL C T 10 14 &. C 0 N S T R. b . C-0 rd P A tlI NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72768 2258- April 25, 2M May 12, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK al229 North School Ave. 21, lle, AR 72701 l W., Fayettevi 19 4F' JEFF WEBB GARVERLLC 2049 E. JOYCE, SUITE 400 FAYETTEVIi-LE,AR 72703 The following Item or items have been priced based on the following: Price Change per . To relocate meter rack per SWEPCO requirements. Per Jack Regal's email dated 4/30/15. W "606, 46,MUNW00 A � 61 lo' C W & MN MM01a , il M 18 PR41 1- PG SWEPCO meter relocation requirements L Lypn rac , ay, -w •50@& roved ffi a . K. am z.111 u- w _ 4 �041"4 - �f 1 PR#1 1 PG SWEPCO meter 0 1� is 44-,669-00— relocation Le�� L--!� I See attached breakdown. Pricing does not Include any kind of exterior wall or enclosure. Meters to be mounted on exterior angle iron rack. OL,4 � Comments: Submitted by: Approved by: OVerbal D Written Mario Beltran Title: 4125/2015 Date: �nF 1CF21R �11lic • l:�Y:�(21'rj��I1929.r}ifla lIIn •$143�h42Sf i'ii'L:�YfdS Otr}gyll3! •'f:f7f,ih:'!f!Si �f�d!!S'.{9 �e;f5131C• yQtl :l. H: ts'arsSeruicE: f;!Yj51U:i BQLUM � � S_NLLL C0NSTRUC-T10N C061PAN*.Y Estimate Breakdown Project 2258 Spring Street Parking Deck Architect Garver Contractor : Baldwin and Shell Construction Date 5/12/2015 Description of Request: PR#11 SWEPCO Electrical Meter Rack requirements Item Qty. Unit Labor excluding bur en Material including tax Other Subcontracts General Conditions 1 LS Bonds 1 Insurance 1 LS Electrical 1 LS SUBTOTAL 01 0 1 126 �321 Total Labor, Material, Equip and Other OH & Profit Total Subcontract Fee 5% TOTAL COST $126 $Q. $4,321 t(�j ■ Ir AN AM w j0ft r" ME A s ALdr sX "on ■ -In rs aAr MAN sM?MMW ELECTRIC May 19, 2015 Baldwin and Shell Construction Co. 593 Horsebarn Road Suite # 100 Rogers, AR 72158 ATT: Mario Beltran Dear Mario, P.O. Box 1370 701 Kawneer Drive Springdale, AR 72965 PH. 479 — 756-6777 FAX 479 — 756-6931 We please to submit our revised price for changes made by PR # 11 dated 4/22/2014 for the Spring Street Parking Garage North Liner Building in Fayetteville Arkansas. Pricing will be as follow: Included: 1. Relocate the meter pack from the electrical room to new proposed location inside the parking garage as detail in email by Jack Regal dated on 04/30/2015. Placement of meter pack per attached sketch. Excluded: 1. All concrete. 2. Rock excavation. 3. Replacing and modifying landscaping. S 3,529.00 Respectfully Submitted,• gt� g. Gd. Juan P. Ortiz Project Manager Marrs Electric, Inc. k� # New proposed location for 3 A •{ �,;,on t meter center i. ........ ..t .'a 2 hM1 fMDP f� i .r-u�5s-17,19 .0 f EMT VV1500 AL & 3ra DCU-1 •;,emu• '` — One 2 Empty EMT for east and f �s south liner .... I...'``y'.'•G................................f6SCJ:OP ._.........4....................................... ........... ............... ...p........................... ....... ..............................................................................nr... ............................................................... MDP 1 run of-----4" EMT WI 500 AL & PANEL I 11#310 LECTRICAL ROOM ETER CENTER BID SUMMARY REPORT Name: Sorinq Street Parking garage relocate Estimator: Admin . Job #: • 653 Job Name: Spring Street Parking garage relocate meter bases Contractor: Baldwin S Shell Construction Estimator: Admin Notes, Bid Date: Tuesday, May 05, 2015 Included Summary Description Extended % Adjusted Material Extended % Adjusted Labor ❑ Summary #1 $1,315,90 100,00 $1,315.90 29.42 100.00 29.42 Top Sheet Raw Cost $3,0",11 Sales Per Month $0.00 Tax $128.30 Return Per Month $0.00 Raw Cost With Tax $3,172.41 Price Per Sq Foot $0.00 Overhead $0.00 Hours Per Sq Foot 0.00 ProSt $304.41 Square Feel 0.00 Total Return $ $3D4.41 Job Months 0.00 Total Return % 8.62 Hours per Week 40.00 Price $3,476.82 Workers Per flay 0.00 Bond $52.15 Total Hours 29.42 Sell Price $3,52B.97 Mark Up Sales Tax? No Sell Adjusted By: $0.00 Use Bond Table? Yes AdJ Sell Return 0 $0.00 Labor Percent Hours Hourly Burden ClassDescription of Total Distributed Rate Rate Percent Labor Cost Labor 100.00% 29.42 $45.00 $0.00 0.00% $1,323.90 Labor Factor 10.00% 2.94 $45.00 $0.00 0.00% $132.39 Supervision 10.00% 2.94 W.00 $0.00 0.00% $176.52 Project Manager 2.82% 0.83 $75.00 $0.00 0.00% $6222 Cladcal 2.82% 0.83 $40.00 $0.00 0.00% $33.18 Totals: 125.64% 36.96 $46.75 $0.00 0.00% $1,728,21 MARK UPS OVERHEAD PROFIT Total % Amount % Amount Materials $1,315.90 0.000/0 $1,316.90 10.00% $1,447.49 Labor $1,728.21 0.00% $1.728.21 10.00% $1,901.04 Supplier Quotes $0.00 .0.00% $0.00 10,00% $0.00 SubContractors $0.00 0.00% $0.00 10.00% $0.00 Direct Job Expense $0.00 0.00% $0.00 10.00% $0.00 Equipment Rental $0.00 0.00% $0.00 10.00% $0.00 Totals. $3.044,11 0.00% $3,044.11 10.00% $3,348.52 TAX Revort Taxed Amount Tax Rate % Tax Amount Materials $1,315.90 9.75% $128.30 Labor $1,728.21 0.00% $0,00 Supplier Quotes $0.00 0.00% $0.00 SubContractors $0.00 0.00% $0.00 Direct Job Expense $0.00 0.00% $0.00 Equipment Rental $0.00 0.00% $0.00 5119/2015 2:57:18 PM McCormick systems Inc. Page: 1 of 2 BID SUMMARY REPORT Name: Spring Street Parking garage relocate Estimator: Admin Job #: 653 Total Tax; $128.30 5/19/2015 2:57:18 PM McCormick 5yslerns Inc. Page: 2 of 2 j - • I Job Name: Spring Street Parking garage relocate meter bases Bid pate: 05/05/2015 Contractor Name: Baldwin & Shell Construction Contractor Telephone: Type of Job: Square Foot: Sell Price: Sq. Foot Price: Sold for: To whom: Contract Price: Percentage of Overall Jobs: Demolition on site?: Job##: 653 Lead Estimator: Admin Notes: Extension Report: Book Price & Bid Labor Bid Summary: Summary #1 Extension Labelsets Base Bid none none none none Combined Combined Combined Combined Combined ' Bass Bid 1 ` none 1 " none 1 ' none 1 • none 1 terns Quantity 40.00 280,00 20.00 70.00 4.00 4.00 4.00 4.00 8.00 6.00 10.00 4.00 4.00 .DO .00 .00 .00 .00 Item # Item Name ccode Book Price u Bid Lbr u Ext Book Price Bid Lbr Exl 170 310 XHHW AL STRANDED wf $800.00 M 16.00 M $32.00 .64 175 400 XHHW AL STRANDED W $1,800.00 M 26.00 M $504.00 728 503 2 EMT of $164.00 C 5.00 C $32.80 1.00 507 4 EMT ct $480.00 C 12,00 C $336.00 8.40 519 4 EMT 90 ELBOW cf $42.00 E 70.00 C $168.00 2.80 560 2 EMT CONN DIC of $334.94 C 20.00 C $13.40 .80 664 4 EMT CONN DIC Cf S1,337.36 C 45.00 C $53.49 1.80 644 2 EMT COUP DIC 0 S371.64 C 9.00 C $14.87 .38 648 4 EMT COUP DIC cf $1,696.74 C 20.00 C $135.74 1.60 840 2 EMT 2 HOLE STL cs $47.23 C 4.00 C $2.83 .24 844 4 EMT 2 HOLE STL cs $103.00 C 5.00 C $10.30 .50 1,492 2 BUSH PLASTIC cf $68.22 C 25.00 C $2.73 1.00 1,496 4 BUSH PLASTIC of $243.44 C 75.00 C $9.74 3.00 1,958 3/F EOTANSION SHIELD ch $124.52 C 6.40 C S.00 .00 1,993 3/8' X 3" LAO BOLT ch S.39 E .04 E $.00 .00 1,995 318" WASHER ch $13,67 C .00 X $.00 .00 3,420 8X8 WIREWAY go $74.15 E W.00 C $.00 .00 3,424 8X8 END go $4.97 E .20 E $.00 .00 Totals $1,315.90 29.42 i McCormick Systems Inc. 5/19/2015 2:56:40PM Page 2 of 2 Mario Beltran From: Brown, Chris <cbrown@fayettevifle-ar.gov> Sent: Friday, May 22, 2015 12:26 PM To: Mario Beltran; Pate, Jeremy; Webb, D. Jeffrey (DJWebb@GarverUSA.com) Subject: RE: Spring St. SWEPCO proposal - Proposal Request:PR-00011:FgWZv Mario, This is acceptable to the City. Sorry for the delay. Chris. From: Mario Beltran[rriailto:MBeltran@baidwinshell.com] Sent: Tuesday, ,May 19, 2015 5:26 PM To: Brown, Chris; Pate, Jeremy; Webb, D. Jeffrey (DJWebb@GarverUSA.com) Subject: FW: Spring St. SWEPCO proposal - ProposaIRequest: PR-00011:FgWZv- Chris See below and attached revised Marrs price. What I will do is take out our add-ons and just take it out of our contingency. This way we don't have a small $4-5k change order to our GMP. I will still utilize the unspent allowances per the attached CO log. This way I can process all those items and start with a clean slate if you guys are ok with it? Thanks, MARIO BELTRAN f PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BALDWIN UHF LL C aik,67 Pi Ucu 6U eam PB*I 593 HORSEBARN ROAD, SUITE 100 1 ROGERS, AR 72758 (0) 479.845.1111 - (c) 479.295.9321 • (i 479.845.1115 www.baldwinshell.com From: Juan Ortiz [mailto:iortiz@man7selectric-ar.com] Sent: Tuesday, May 19, 2015 3:28 PM To: Mario Beltran Subject: RE: Spring St. SWEPCO proposal - Proposal Request: PR-000 11: FgWZv Ma rio, Attached is our revised price. Quantities were revised on prefer location listed by Chris Brown. if there are still question in regards to my pricing, maybe beneficial to have a meeting and talk about it. Thanks Juan P. Ortiz Project Manager Marrs Electric Inc. Phone 479- 755-6777 Fax 479 - 756-6931 Cell 479 - 435-0553 iortiz marrselectric-ar.com From: Mario Beltran fmailto:MBeltranCabaldwinshell.com] Sent: Tuesday, May 19, 2015 8:01 AM To: Juan Ortiz Subject: FW: Spring St. SWEPCO proposal - ProposalRequest:PR-00011:F9WZv See below... MARIO BELTRAN I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BUGWIN&SMELL taita7911tt19U Ca A PA4V 593 HORSEBARN ROAD, SUTE 100 1 ROGERS, AR 72758 (o) 479.845.1111 • (c) 479.295.9321 • (f) 479.845.1115 www.baldwinshell.com From: Brown, Chris fmailto:cbrown@fayetteville-ar_gov Sent: Tuesday, May 19, 2015 8.00 AM To: Webb, D. Jeffrey; Mario Beltran Cc: Morris Vines; Petrie, Ron, S; Melton, Bryan T.; Pate, Jeremy Subject: RE: Spring St. SWEPCO proposal - Proposal Request: P R-00011: FgWZv The meter location as shown is also incorrect. There were two alternate locations proposed-SWEPCO chose the other location, on the back side of the liner building wail. Not sure if this will change anything price wise, just want to make sure we get everything in the proper location. Chris From: Webb, D. Jeffrey [mailto:DJWebb@GarverUSA.com] Sent: Tuesday, May 19, 2015-4:32 AM To: Mario Beltran Cc: Morris Vines; Petrie, Ron, S; Melton, Bryan T.; Pate, Jeremy; Brown, Chris Subject: RE: Spring St. SWEPCO proposal - ProposalRequest:PR-00011:FgWZv Importance: High Mario, I still have a question — please see below in green. This should result in additional cost savings. ,r iur•,�.,«�...;.,.,r. � f felt-• ,�:• • ...:. ,G r' 'i1d , ALV -`�... *, � �....w..+-rn.'irti ..t�e�v.�+�-an�'!?.'.u+: .....+Rau .,a��t.. rt�r� �� ... _.•,::i-r-*+.+...ya.svgr�w���rY•� J� �rtiE3iimet •�1 •R��. - .. .-. •- it ; . i�......{•-,,.r...m•«.•r,i.n...�...,,.,.� ��,. .u,�_• y •d,f2 a � ri re•rrwr� � ti' i+Y�MI�'� ��..R•A•iY•.rwr1 �' S _ Sy}{'q. �'�':F.-�... �� - •yew,�.nwe�.�..H, - „�• ��. �"�. �-•, �...w. ��v.5 ....a1..:a, 3`�: •_."•"`�: q .. tT ��. . ... � •�•:��:�,.. .. ;slab: •'.`4.�nai,'.:�.+rr.,.:..ii1M�,.1+��:.:.hfq• �I•�i•a+K:�u—n%1?�-'�.w:a..t+nb�.e-waJ.ln*cS-'•�a.•+wi'r:adb:�.'..i(rvr...:«�'w,u:rrw�Fbw�oM.'•e Yww«.w....vi 4 +i�lf."ne1J�±J�r�l "'r....••-�,.:-k•..-w. r.,.: �Xs1ir. ..rrs�r'•^'—•- .. — ... .. .da'.r=.�c.�•.urs.=t.c��wuw.a....,Eu`��..1..�-�-.ra-:...��:' :�,y ti.N=�+K+w Jeff Webb, PE Garver 479-527-9100 From: Mario Beltran[mailto:MBeltran@baidwinshell.com] Sent: Monday, May 18, 2015 5:49 PM To: Pate, Jeremy; Brown, Chris; Webb, D. Jeffrey Cc: Morris Vines Subject: FW: Spring -St. SWEPCO proposal Chris, See Marrs response below. Thanks, MARIO BELTRAN ( PROJECT MANAGER 3 zvt�t NORTHWEST ARKANSAS DIVISION HILL60RA7RpGtfahALOWNCompany 593 HORSEBARN ROAD, SUITE 100 1 ROGERS, AR 72758 (o) 479.845.1111 • (c) 479.295.9321 • (0 479.845,1115 www.baidwinshell.com From: Juan Ortiz[mailto:iortiz@marrselectric-ar.com] Sent: Monday, May 18, 2015 8:22 AM To: Mario Beltran Cc: Juan Ortiz Subject: RE: Spring St. SWEPCO proposal Mario, Please see below. Let me know if you have arty questions. 1. The distance from the conduits into the mechanical room to the proposed meter location appears to be no more than 15 feet. Therefore, we question the lengths of wire and conduit in the proposal. Additionally, two of the three meters will not be in service, so potentially we could just eliminate the runs of wire for those. o There are two run of conduit that need to be intercepted from original location of meter pack (30' counting drop downs ) then we have to extend conduit over to MDP panel (10' run ) The conduits for the shells are already empty per the original documents. 2. It does not appear that any coring will be required since the wall that the meter is on does not currently exist. Project is progressing at fast pace, core drill was figure in my price just in case pricing was not approved in time the wall go up. if change directive is approved before walls go up deduct the $ 400 dollars. 3. The amount of labor required to essentially extend 4 runs of conduit by 10 to 15 feet seems excessive -there should already be labor built in to connect the meters to the electrical panels, so the extra work is just for the extensions. o My take off details the labor required to extend conduits with wire to new location, it takes time to pull wire and perform more bends in larger conduits. 4. From Jeff Webb -the box that was needed for the interior meter installation can be eliminated/reduced in size - the meters will be exposed in their new location. a Meterpack is built as a single unit, it is already in our shop waiting installation. 5. We requested a schematic to show the conduit and wire runs, to help explain where the quantities came from. o Please see diagram below. Thanks Juan P. Ortiz Project Manager Marrs Electric Inc. Phone 479 - 756-5777 Fox 479 - 756-6931 Cell 479 - 435-0553 Lrtiz@marrselectric-ar.com 5 �- EER, C, NT From: Mario Beltran fmaflto•MBeltran baldwinshelf.coml Sent: Friday, May 15, 2015 12:53 PM To: Juan Ortiz Subject: FW: Spring St. SWEPCO proposal Juan, See below. MARIO BELTRAN I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BALOW(RELL C O Pt fH at 11011 OMFh9v 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 (o) 479.845.1111 • (c) 479.295.9321 • (fj 479.845,1115 www.bal dwinshGl I .cam From: Brown, Chris fmailto-.cbrown@fayetteville-ar.gov Sent: Friday, May 15, 2015 11:09 AM To: Mario Beltran Cc: Pate, Jeremy; 'Webb, Jeff Subject: RE: Spring St. SWEPCO proposal 1. The distance from the conduits into the mechanical room to the proposed meter location appears to be no more than 15 feet. Therefore, we question the lengths of wire and conduit in the proposal. Additionally, two of the three meters will not be in service, so potentially we could just eliminate the runs of wire for those. 2. It does not appear that any coring will be required since the wall that the meter is on does not currently exist. 3. The amount of labor required to essentially extend 4 runs of conduit by 10 to 15 feet seems excessive -there should already be labor built in to connect the meters to the electrical panels, so the extra work is just for the extensions. 4. From Jeff Webb -the box that was needed for the interior meter installation can be eliminated/reduced in size - the meters will be exposed in their new location. 5. We requested a schematic to show the conduit and wire runs, to help explain where the quantities came from. I think that was all, but Jeff and Jeremy please add anything I have missed. Chris From: Mario Beltran mailto:MBeltran baldwinshell.com Sent: Friday, May 15, 2015 10:45 AM To: Brown, Chris; Pate, Jeremy Subject: Spring St. SWEPCO proposal Chris/Jeremy, Could you guys send me the list of questions you had on the Swepco pricing? Thanks, MARIO BELTRAN I PROJECT MANAGER NORTHWEST ARKANSAS DIVISION BAUDWEN . HEIt CC �tfAtlCS10N 46a p A K Y 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 (o) 479.845.1111 - (c) 479.295.9321 - (fj 479.845.1115 www.baidwinshell.com No virus found in this message. Checked by AVG - www.avg.com Version: 2014.0.4800 / Virus Database: 4311/9769 - Release Date: 05/13/15 No virus found in this message. Checked by AVG - www.av_g.com Version: 2014.0.4800 / Virus Database: 4311/9792 - Release Date: 05/16/15 No virus found in this message. Checked by AVG - www.avg.com Version: 2014.0.4900 / Virus Database: 4311/9811 - Release Date: 05/18/15 No virus found in this message. Checked by AVG - ypA w.avg.com Version: 2014.0,4800 / Virus Database: 4311/9817 - Release Date: 05/19/15 No virus found in this message. Checked by AVG - Nvww.avg.com. Version: 2014.0.4800 / Virus Database: 4311/9841 - Release Date: 05/22/15 �Zt�M 5�,,�EPCv Mario Beltran From: Jack E Regal <jere al@aep.com> Sent: y, pn 30, 2Q15 12:32 PM To: Brown, Chris Cc: James Sargent, Charlie Daniels; Mario Beltran; Webb, D. Jeffrey, Melton, Bryan T.; Morris Vines; Jeffery A Milford; Pate, Jeremy, Charles Ferguson; Zane C Allen Subject: RE: Spring Street Parking Deck -Meter Location To All, I had, and still have some question regarding access to the meters due to the restricted height of vehicles. Actual access to the meter location due to vehicle height will probably restrict the vehicle to a meter readers truck only. Our meter service trucks are full size pickups with ladder racks on top, and our service bucket trucks would definitely be prohibited from the meter location. However, due to the fact this installation is for self-contained metering and the City owns all the equipment except the meters, there is only a remote occasion that a meter service technician with his meter service truck would need to be at the meter location. A CT metered installation would have been considered differently. With that said, -the Swepco departments that are involved have agreed to allow the meters inside the structure at the location designated in "blue" on the picture below. . !AMC; E:TIXiI�IP}r ° CONC fq"D E:iALV WALL Sit PIPE BOLLARD . :. to.. I=EJtT tl F. R GH-1145 FAR' ! FuTuRP k REST GM ,00 DC STAjRs : i WkLa -v WL A :.o''. .. o. I l [3RAR c p.. Would-bne, th se- ;- , . Wt?i'CK4c;'r: .ia °' YOU'D OM '' ` --� -- ---- - ----------- From: Brown, Chris fmailto:cbrown(a)fayeLteyille-ar.ctovl Sent: Tuesday, April 28, 2015 5,23 PM To: Jack E Regal Cc: James Sargent; Chadle Daniels; Mario Beltran; Webb, D. Jeffrey; Melton, Bryan T.; Morris Vines; Jeffery A Milford; Pate, Jeremy Subject: Spring Street Parking Deck -Meter Location This is an EXTERNAL email. STOP. THINK before you CLICK links or OPEN attachments. Jack, Jeff Webb and I just discussed the meter location for the parking deck, and he passed on to me the concerns SWEPCO has with the proposed alternate location at the southeast corner of the parking deck. I would like to ask for reconsideration of the alternate location. I have read through the SWEPCO Electric Service Handbook and, while it is true that the meters would be under the parking deck roof, they will be located outside of any buildings, and the location appears to meet all of the other requirements noted in the handbook. Placing the meters in the proposed alternate location does not seem to be any different than placing them on the back on any building, that would be accessed from an alley or similar access point. 2 This is about a $12,000 item, so I am hoping we can receive some help with finding a compromise. If we need to meet on site to get a better feel for the location, please let me know. No virus found in this message. Checked by AVG - www.avo.com Version: 2014.0.4800 / Virus Database: 4311/9660 - Release Date: 04/29/15 ALOWIN SHELL C0N3TitUCT10N C0MPANV NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- April 25, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 711 229 North School Ave. z W-1 Fayetteville, AR 72701 e-zsr__-� �..�:r=�r.+:Ys., 1.1�rf _i�1LA'fi'i _�� , - H .r�n owe + < e w -7n o w c 444C "S__.r'�r"ittedTo JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETTEViLLE,AR 72703 The following item or items have been priced based on the following: Credit for unused monies from the Abatement Allowance. Original allowance per contract $7,700. Spent to date $5,223.00. ($7,700 - $5,223 = $ 2,477) �;`Pendan�a"n�„g°'�.�t��'n�s'-��D,eS;,�'iptionl��ri��� ' .��-.���.�°,ter.- �•�����. u 19 Reconcile- Abatement Allowance j' x tuna G•„n j.` 'r'aetyDa"" " 0 If A�"'pro�ued E�,y, 511115 ^' Lrirxip S $ (-2,477.40) 1 : Reconcile - Abatement Allowance Comments: Submitted by:. Approved y: ElVerbal Written Mario 13e1tran Title: 4/25/2015 Date: 04/27/2015 A,%&w.ba1&Anshe11.mm Exhibit "SOV01" PAYMENT APPLICATION Baldwin & Shell Construction Co. PO Box 1750 Little Rock, AR 72203 FROM: 11 )1AA 1;'v �1 VV�lrbsn+ln� v1 �C {'. L�DI1 S1v +.LC'huvL Project Description: Fayetteville Entertainment District Parking Reek Page 1 of 2 Date �J �9_1 LE Job No. 2258 Application No. Subcontract No. 225& Phase Code Vendor No. TOTAL PREVIOUS CURRENT COMPLETE APPLICATIONS MONTH 1. Original Contract Amount `� DO _ 0 .C7J) 2. Net Change By Change Orders b (>b 3. Contract Sum To Date ��j 13•L [� 4. Total Completed & Stored To Date 4 rs aT-3• UU S. Retalnage: A. 10% of Completed Work B. _% of Stored Material Total Retainage 5y � . G-D 6. Total Famed, Less Retainage _ -il 'T r'r (! (� ._{ ,f�_ i! T. Less Previous Payment Applications J' I0 .. )D `-i', 8. Current Payment Due /-D-0 ,� 9. Balance To Finish, Pius Retainage -t1 5 3 'UT The undersigned Subcontractor or Supplier: (a) certifies that to the best of its knowledge, information and belief the work covered by this Payment Application has been completed in accordance wlth the Contract"Documents, and that current payment shown here is now due. (b) certifies that each of its subcontractors, suppliers and equipment providers have been fully paid or will be timely paid, less retainage, with the funds received under this or previous applications. (c) waive and releases the Owner, the owner of the real property in which the Project is located (if different from the Owner), Baldwin & Shell Construction Co., and its surely from all claims, right of action or lien of any kind or nature arising out of work performed or materials furnished up to the date hereof, except for retention and any clalms noted below. Claim(s) excepted: 5ubcon r plier: Notary Stamp By: Titl : }i? j ,"� Date_ a 1 LALI FAA E. HOFMAN PULASKI COUNTY NOTARIN WITNESS WHEREOF, the above -named authorized agent has executed this Payment ComMiY PUBLIC - ARKAPlSAS Application this �-� y�G4 day of 20�. fV1y CO ommiss EI(�ifES July 21, 2024 / Commission No. 12400097 State of. A1v_ Li`os(L:7 112 L I Y commissio �cp�re County of: t _�G-,,'til�� otary Public /;' E k \ LU < � b2� Z: . q 6 LL13 < O � � P _77$\ . « 2 16 o p m c w ; Oo ; � . < 2 ° . . E ® 2 ? w ® � . 2 z- , ID q eE% � : �\7� 2 O b R + a \ q E CL 6 L • O / � \ O�� % ±« cs io C� 0 - � R 4� $ © ± } " < Q e R O 2 �/ -4- % / \ ƒ o § o w \ . � . < ? �mm#«cr-com 2V22\2oo_�n#«&¥000� -m- mm- CV C,,lnn r.4i�nrale UNtCe tS W&I A4114Si; UII.-Man • FEr,11415ns! 0.10-1Isas 01:I7Rni - WRIMYa ! ARaMV4 4.A4t.1311 • t;CWWr!Vjfj:! OeI:Irds VIVIM1I L" r d •^U wit/ BALDWIH&;HELL C0N67RUCT10NC0MPA11Y NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- April 6, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 229 North Schoo[ Ave. s , $ Fayetteville, AR 72701 _. , . _._ -..._ — ._ ,.__ 479-845-1111 479-845-1115 Jeremy Pate CITY OF FAYETTEVILLE 113 WEST MOUNTAIN STREET FAYETTEVILLE,AR 72701 The following item or items have been priced based on the following: Changes per Proposal Request #1 dated October 7, 2014 & per email response from PSW on 4/3/2015. Removed conduit requirement for groups C, D, & E. Conduit for group B (Intercom) and Group F (Fiber) only. 3 1 PR #1 - NLB AN Raceway Infrastructure _ 1 wy+p :PenidiigfChange O:�iei=1tet1' c ey?�,t,'137. ., ;. 5 �._.._7+w+Mv �r +1i.'� sY.vat`• .saw•- c *�Acidttlonal C-ontract�lDays,If"A'pproued - �rJ.vki!wrcrye•. E.y � ; r. l4.a.n•. LumppSuiaiea, h w�Yi����r-ti��"v rr"7-+�'�c'L+'.'�}Ye{� Y�,�`.�f1.i`Fe: ^�:�'t&"����=-��ce,�iA•x 'A.. .����. �`;��.�a�. 'JT.ra� '�'f�r"��GICE $0.00 1 : PR #1 - NLB AN Raceway 0 419I15 Infrastructure r z 951 Deduct NLB internal contingency by ($-1-2-,591). See attached breakdown, subcontractor quote and conduit layout. Quick approval is needed to avoid delays. Comments: Submitted by: Approved by: ElVerbal El Written 1 SwG ra v15 ema; / on 3 Mario Itran Title: 4/612015 Date: vnr��.balci�tires i�e!i. gun•= 4 imany..-n T. �1- ' •lrfJl{1LAifjB•uf11L'd'• yli11HM1 W�1140w u1/M'11Vi1 FW91IM"Di AtrArj1M1 UITIOIUV' OUIVInwi nlll{jmut YtllM1lwf+ YV11a.1T1L11VIjW�I /IrWiltnyJWAi 'IiA�'v i+.i'�ii jy-.�^...3`.]TM�G.{:"� J� .. , BALDN quELL _ ...- t -oar ✓ i C0HBIRUCT10N 0MVA.HY NORTHWEST ARKANSAS DIVISION, 593.HORSEBARN ROAD, SUITE 100 ROGERS, AR 7.2750 2258- March 31, 2015 'FAYETTEVILIF ENTERTAINMENT DISTRICT PARKING DECK 229 North Schodi Ave. Fayetteville, AR 72701 479-84.5-1111 4794345-1115 j__ y"•ri� � �ii��T+,".'iw�.u_ t�,'il' �J+ � - _ f.sb�. s ���t�.1 i FF WEBS GARVER'LLC -2049 E. JOYCE, SUITE-400 FAYEiTEVILLE,AR 72703 The followinq Item or Items -have been priced based'on the following: Proposal to furnish and Install a temparary.chillerfor.the North Liner Bullding,fortemporary climatE control. ThIs'includes a 3:month rental periodfrorn May 20,,201.5 unQ August'20, 2015. Additional -charges may apply if the necessary new MEP services are.not.,provided by the WAC contractor as'.per their current scheduled -date of 8-20-15. See attached breakdown and subcontractor quotes. Temp. Chiller will'be. located on the East side.bf the:NLB. Only 100' of'itose and 100' of eledtr_l 911 is' provided. i riectrical.price is valld'if.connectjoris can be made in the NLB: -NLB - Ternvbrary Chiller Comments: Submitted by: Approved b Verbal Written: �-- 'Mario BelVan' Title: ' 3131/2015 Date: ProjectManegerPhone 479-845-1111 Project Nienager.Fax 479-B45.1155 Project Manager Mobile- 478.295-9321 Project Manager Email mbeftmn@bald%Vinsholl.com v,wrv.batdvAnshe11,wrn RALDW!N. RELL CONSTRUCTION C0MPANY NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 72758 2258- April 21, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK "mi' 229 North School Ave. Fayetteville, AR 72701 4��''i` IJ• r., IMIM'��n o s c a e s �n o c e n ;;5.'1FF1 e;'O1St4�;flf3rcvS"`'ii -�r�a_ ,wr 'i�'y JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETTEVILLEAR 72703 The following item or items have been priced based on the following: Price change -per Proposal Request #10 dated April 7, 2015. Reduce the length of electrical feeders for permanent power. Credit to increase the NLB Contingency by $4703.00. See attached breakdown. J-- _ME oy4 ". S.Des.0 �qi io i ' �ORION-- 17 PR#10- NLB Electrical Credit ,flFCi r 11e t$a1xc e w`lS.'��I ��... i� r n r:• sn= :� r ddiaa[Eonic.GAa� .i. X$S�i'` nc ti.o• q u ro3fi s c<r q+.. u�QylICB PR#10- Nf.B Electrical Gredit 0.00 Comments: Submitted by: Approve by: Verbal Written MadoMeltran Titie: jererWPte 4121/2015 I Date- 04/22 015 Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbeltran@balclwinshell.corn Email _ .. CorpwaiC DIE = • Cuitrat Q. ansu Divii-ior, . thilhus', Arkaosas ft,"WNrsl a:huas Eh 69r,, + C6AStr PAirn 5M1'iLCs Civisl n BALDWIN SHELL GOl;SSAI�CTtON CU MPANT NORTHWEST ARKANSAS DIVISION, 593 HORSEBARN ROAD, SUITE 100 ROGERS, AR 7275E 2258- May 13, 2015 FAYETTEVILLE ENTERTAINMENT DISTRICT PARKING DECK 229 North School Ave. { Fayetteville, AR 72701 ?} �n Asa Fin:R !,flare9-1w—mn.";;192 A 7n O A c i 1 1 1 A 7n O A C 1 i C *tt•. —.�^r �,h3'' Yam[-�e�. Y+�y. lid 1 $ski A��Ft .33n� �3h'a :%t JEFF WEBB GARVER LLC 2049 E. JOYCE, SUITE 400 FAYETiEVILLE,AR 72703 E ne towwing item or Items nave been priced based on the following: Credit for 3 sprinkler heads per Proposal Request #12 dated May 6, 2015. 20 PR#12- NL8 OMIT 3 Sprinkler Heads T �`>�ing3C "a "'�"-ass er fe`"°�' •p c%ditio:.¢ r. �.��'�">rt�Da - y � �..,.,,.u-- 1 : PR#12- NLB OMIT 3 Sprinkler Heads 5115115 D.OD Encrease NLB Contingency by{6427-99)- ; --5 , 00 Comments: Submitted by. Approved by: OVerbal ❑ Written Mario Beltran Title: 5/13/2015 Date; , , Z '3 Project Manager 479-845-1111 Phone Project Manager Fax 479-845-1115 Project Manager 479-295-9321 Mobile Project Manager mbeltran@baldwinshell.com Email See attachments: Carbon Coked: v:un �haldlwlnsheli.com .. , ':S, �. .. .e'�rii •e!:.r•, 's.: .:)� • �,t'i:.�. ^,._ a[F U�. ... •'IE^f'r.... . •c:1tl: J'ir.h .. ..:,Li7 .. -. ... Ai.. J: LIN NELL -00NST'RUCT10H C0h1PANY NORTHWEST ARKANSAS D[VISION, 593 HORSEBARN ROAD, SUITE 1.00 ROGERS, AR 72758 225&- May 13, 2015 FAYETTEVILLE'ENTERTAINMENT,DISTRICT PARKING DECK 229 North School Ave. Fa'yetteville, AR'72701 . 0.�� .ICC'Jil. .._ '.�illf •i�Es_:.4fa-�Ff1 'I! A7(N OAC A.44•1• A9^ 0AC wMgC �S'ti8,miff'etl�'�.wx��°'��"•�`���,°r,+� JEFF WEBB GARVERLLC 2049 E. J.OYCE, SUITE 40Q FAYETTEVILLE,AR 7.2703 The fdliowing item or Items have been -priced based on the following: ;,hanges to.ceiling:in room 0.16 per Proposal Request #}1'3 dated May 6, 201.5. PR#f1.3- NLB rstl ng, :h " g•;' Oiler -tans 'B+�'t Afnat�Gu7i iDa'� - Ifs 'p ar ve "u p�[ mum" 1 : RR##13-NLB'Rm016rreiling fROi3ifiCatlgn3 511,5115� ' - $0.00 Price increase bf:52,1:79.'Deduct-NL•B coritingency'by ($4,1.79). See.attached breakdown Comments: Sdbmitted�by: App�roveo by: ElVeebal Written, ,Mario Beltran 1 Title:' 51131201.5 Date: l V00AVIft � SM11 P"e N6641z- IOS-IZ-117 11700-14 .. ,d RIDER To be attached to and form a part of: Bond No.106128230 Type of Bond: Performance & Payment Bond Travelers Casualty and Surety Company of America One Tower Square, Hartford, CT 06183 Executed by Baldwin & Shell Construction Com an r, as Principal, and by Travelers Casualty and Surety Comeau of America, as Surety, in favor of City of Fayetteville and dated 4-16-2013. In consideration of the premium charged for the attached bond, it is hereby agreed to change: The bond limit is changed for project - City of Fayetteville Entertainment District Parking Deck, 229 North School Avenue, Fayetteville, AR_72701 per change order 002 dated March 23, 2015 in the amount of $6,764.00 From: $10,522,106.00 To: $10,528,870.00 This rider is effective 4-16-2013. This rider is executed upon the express condition that the surety's liability under said bond shall not be cumulative and shall in no event exceed the amount specifically set forth in said bond or any existing certificate changing the amount of said bond. The referenced bond shall be subject to all its agreements, limitations and conditions except as herein expressly modified. SIGNED, SEALED AND DATED this 27th day of March, 2015. a in & Shell Construction Company By: Principa Trav lers Cal and Surety Company of America By: K en J. Payne Attorney -in- ct 'RIDER ACCEPTED BY: Not Required (Obligee) Date `If Obligee signature required, please sign duplicate and return to Surety. S-1234 (01-99) Illlllll1111llllllllllllllllllllllllllll�ll�l111111111111illllllllllllllllllllll � Doc ID: 016166320004 Type: LIE Kind: PERFORMANCE BOND Recorded: 04/03/2015 at 09:14:02 AM Fee Amt: $30.00 Pape 1 of 4 Washington Countv, AR Kyle Sylvester Circuit Clerk FileB033-0000009 O1 1 WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER 1� . This Power of Attorney is granted under and by the authority of the following resolutions adopted by the Boards of Directors of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, which resolutions are now in full force and effect, reading as follows: RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President, any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary may appoint Attorneys -in -Fact and Agents to act for and on behalf of the Company and may give such appointee such authority as his or her certificate of authority may prescribe to sign with the Company's name and seal with the Company's seal bonds. recognizances, contracts of indemnity, and other writings obligatory in the nature of a bond, recognizance, or conditional undertaking, and any of said officers or the Board of Directors at any time may remove any such appointee and revoke the power given him or her; and it is FURTHER RESOLVED, that the Chairman, the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President may delegate all or any part of the foregoing authority to one or more officers or employees of this Company, provided that each such delegation is in writing and a copy thereof is filed in the office of the Secretary; and it is FURTHER RESOLVED, that any bond, recognizance, contract of indemnity, or writing obligatory in the nature of a bond, recognizance, or conditional undertaking shall be valid and binding upon the Company when (a) signed by the President, any Vice Chairman, any Executive Vice President, any Senior Vice President or any Vice President, any Second Vice President, the Treasurer, any Assistant Treasurer, the Corporate Secretary or any Assistant Secretary and duly attested and sealed with the Company's seal by a Secretary or Assistant Secretary; or (b) duly executed (under seal, if required) by one or more Attomeys-in-Fact and Agents pursuant to the power prescribed in his or her certificate or their certificates of authority or by one or more Company officers pursuant to a written delegation of authority; and it is FURTHER RESOLVED, that the signature of each of the following officers: President, any Executive Vice President. any Senior Vice President, any Vice President, any Assistant Vice President, any Secretary, any Assistant Secretary, and the seal of the Company may be affixed by facsimile to any Power of Attomey or to any certificate relating thereto appointing Resident Vice Presidents, Resident Assistant Secretaries or Attomeys-in-Fact for purposes only of executing and attesting bonds and undertakings and other writings obligatory in the nature thereof, and any such Power of Attorney or certificate bearing such facsimile signature or facsimile seal shall be valid and binding upon the Company and any such power so executed and certified by such facsimile signature and facsimile seal shall be valid and binding on the Company in the future with respect to any bond or understanding to which it is attached. 1, Kevin E. Hughes, the undersigned, Assistant Secretary, of Farmington Casualty Company, Fidelity and Guaranty Insurance Company, Fidelity and Guaranty Insurance Underwriters, Inc., St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United Siales Fidelity and Guaranty Company do hereby certify that the above and foregoing is a true and correct copy of the Power ofAttorney executed by said Companie�,:which.is iirfull forcerann*d effect and has not been revoked. 01 IN TESTIMONY WHEREOF. I have hereunto set my hand and affixed the seats orsaid Companies thig:;, / day of 20 It Kevin E. Hughes, Assistant Sec tary �r6u,��r 7,�n•• y44RE 4 L �f% �NSG � lMiV9 rat• u",e sztiY d ` rV- Y pj�('r���.....�. 9♦ Jp •__..ti�y �J r` 4��Ii' QV` 'fib _ n� N'f�l. of Rr011�>�t lm4 4,�t►O CA�;P�F ,o� s 1952 n 197i 1951 ,tSEAL'o' ;�58AL � tuCONK 6`a ��, � T� �'`t'E.4„c�c� `�. 4M'�L 'vf�r ""�+ `L� F:4►r '`Ar1 To verify the authenticity of this Power of Attorney, call 1-800421-3880 or contact us at www.travelersbond.com. Please refer to the Attorney -In -Fact number, the above -named individuals and the details of the bond to which the power is attached. WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER WARNING: THIS POWER OF ATTORNEY IS INVALID WITHOUT THE RED BORDER AMk POWER OF ATTORNEY TRAVELERSJ Farmington Casualty Company St. Paul Mercury Insurance Company Fidelity and Guaranty Insurance Company Travelers Casually and Surety Company Fidelity and Guaranty Insurance Underwriters, Inc. Travelers Casually and Surety Company of America St. Paul Fire and Marine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Attorney -In Fact No. 227817 Cerlificale No. 005932260 KNOW ALL MEN BY THESE PRESENTS: That Farmington Casualty Company, St. Paul Fire and Marine Insurance Company, St. Paul Guardian Insurance Company. St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company are corporations duly organized under the laws of the State of Connecticut, that Fidelity and Guaranty Insurance Company is a corporation duly organized under the laws of the State of Iowa, and that Fidelity and Guaranty Insurance Underwriters, Inc., is a corporation duly organized under the laws of the State of Wisconsin (herein collectively called the "Companies"), and that the Companies do hereby make, constitute and appoint Steven C. Russell, David F, Feild, Karen J. Payne, Sherry L. Burgener, and Jack Ramer of the City of Little Rock , State of Arkansas , their true and lawful Attomey(s)-in-Fact, each in their separate capacity if more than one is named above, to sign, execute, seal and acknowledge any and all bonds, recognizances, conditional undertakings and other writings obligatory in the nature thereof on behalf of the Companies in their business of guaranteeing the fidelity of persons. guaranteeing the performance of contracts and executing or guaranteeing bonds and undertakings required o��rmVed>i� Yctions oypro eedings allowed by law. �A Off` , t iA 1N WITIVESS WHEREOF, the Companies have caused this inst�eenl;; b� ed'aand thei c�rporale seals to be hereto affixed. this 30th day of May 2014 ; Farmington Casualty Company lvko ` �Q� SI. Paul Mercury Insurance Company Fidelity and Guaranty nsurance Company V Travelers Casualty and Surety Company Fidelity and Guaranty Insufance'Underwriters, Inc. Travelers Casualty and Surety Company orAmerica St. Paul Fire and A•larine Insurance Company United States Fidelity and Guaranty Company St. Paul Guardian Insurance Company Gh3i/.1l y\lR 6` ATM !4$ y tMi4 *�lY �k0 Y r �w � � i eO r.......49 Jp 9{y aJ {G ��r!! ¢ ems'• '�i 6e` r, n w�rrFo�, �ttt�o� r 1g$1 :SEAL o 'a SBAI.=i ta+� a taltt ¢ N 1896 A State of Connecticut City of Hartford ss. By: '444-4( Robert L. Raney, enior Vice President On this the 301h day of May 2014 before me personally appeared Robert L. Rancy, who acknowledged himself to be the Senior Vice President of Farmington Casualty Company, Fidelity and Guaranty Insurance Company. Fidelity and Guaranty Insurance Underwriters, Inc.. St. Paul Fire and Marine Insurance Company. St. Paul Guardian Insurance Company, St. Paul Mercury Insurance Company, Travelers Casualty and Surety Company, Travelers Casualty and Surety Company of America, and United States Fidelity and Guaranty Company, and that he, as such, being authorized so to do. executed the foregoing instrument for the purposes therein contained by signing on behalf of the corporations by himself as a duly authorized officer. SAN�l In Witness Whereof, I hereunto set my hand and official seal. My Commission expires the 34th day of June. 2016. Marie C. Tetrcautt. Notary Public 58440-8-12 Printed in U.S.A. i Corporate Office • Central Arkansas Division • Northeast Arkansas Division • Northwest Arkansas Division • Construclion Services Division BALDWIN NELL CONSTRUCTION COMPANY April 3, 2014 Jeremy Pate City of Fayetteville 113 West Mountain Street Fayetteville, AR 72701 RE: Spring Street Parking Deck Bond Rider Dear Jeremy: The following documents are enclosed: • One (1) original copy of the Performance & Payment Bond Rider for Change Order 002 for your records. If you have any questions please do not hesitate to contact me. Sincerely, BALDWIN & SHELL CONSTRUCTION CO. Leslie Fann I Administrative Assistant Northwest Arkansas Division Enclosure 593 Horsebarn Road, Suite 100 • Rogers, AR 72758 •479.845.1111(p) • 479.845.11 i5(t) www.bafdwIns heILcom