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CHANGE ORDER - BID - 7382 MAX BRT SOUTH TRANSIT CENTER (6)
CHANGE ORDER NO. 11 PROJECT TITLE: CONTRACTOR: PROJECT NUMBER: PURCHASE ORDER NO.: DESCRIPTION: 1. Reason for change: See attached Exhibit A 2. Description of Change: See attached Exhibit A Mason Corridor - South Transit Center Growling Bear Inc. 7382 9124530 Reconciliation of various work change directives 3. Change in Contract Cost: $ 28,396.83 4. Change in Contract Time: calendar days for substantial completion 0 calendar days for final completion ORIGINAL CONTRACT COST $4,356,565.70 TOTAL APPROVED CHANGE ORDERS $ 114,594.00 TOTAL PENDING CHANGE ORDERS $ - TOTAL THIS CHANGE ORDER $ 28,396.83 TOTAL % OF ORIGINAL CONTRACT, THIS C.O. 0.65% TOTAL % OF ORIGINAL CONTRACT, ALL C.O.'S 3.28% ADJUSTED CONTRACT COST $4,499,556.53 (Assuming all change orders approved) ACCEPTED BY: DATE: Contractor's Representative REVIEWED BY: /02 DATE:__ Construction Manager APPROVED BY: DATE: ILM •I3 City Project Manager APPROVED BY: DATE: / C,0 -/3 Director of Infrastructure's ices APPROVED BY: I ly DATE: Purchasing Agent over $60,000 cc: City Clerk Architect Contractor Engineer Project File Purchasing 0 Growling Bear Construction Inc. PROPOSED CHANGE ORDER No. 00015 4th Ave ey, CO 80631 TITLE: Site Re -grading, NNV Comer PROJECT: FC South Transit TO: Attn: Ron Kechter WA Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 To Phone: 970-353-6964 Fax: 970-353-6974 Front: Costs Associated. with ASI#7, Re -grading of the NW corner of the site Duran Excavating Re -mobilization expenses: $1,170.00 Duran grading costs: $2,782.50 Duran sub -total: $3,952.50 Duran Mark-up: $395.25 Duran total: $4,347.75 PLS Group - Surveying: $1,760.00 GBI Staff Costs: $490.00 GBI Mark-up on sub -contractors and Professionals: $305:39 GBI Mark-up on self -performed work: $73.50 rotate; $6,976.64 Additional Bond: $69.77 Additional Insurance: $24.77 Total Proposal: $7,071.17 This pricing proposal expires at 4:30 p.m. on April 5, 2013. DATE: 3/28/2013 JOB: CONTRACT NO: Number: This proposal REQUIRES a Contract Extension of 116 Calendar Days. Our logs indicate that we were notified by Tim Hackworth on October 15, 2012 of grading changes on the NW corner of the site. Subsequent conversations indicated that there was a 1.2' grading bust in the existing designs. The Architect issued an ASI on 2/9613 with erading revisions. The terms of the Contract (Section 12.3) provide for extensions for Delays outside of the Control of the Contractor. Unit Cost: $0.00 Unit Tax: $0.00 Lump Sum: $7,071.17 Lump Tax: $0.00 Total: $7,071.17 C)APPROVAL: By: By: Gene ach Date: 3 3 Date: Ron Kechter Bear Construction Inc. 2330 4th Ave Phone: 970-353-6964 Greeley, Colorado 80631 Fax: 970-353-6974 CHANGE ORDER No. 00057 TITLE: Additonal downspout piping DATE: 10/17/2013 PROJECT: FC South Transit JOB: TO: Attn: Kent Mills CONTRACT NO: Universal Surety RE: To: From: Number: Price to add piping drawn in on RFI 85. This piping is additonal to the project Tic in the downspouts in 6 locations to the storm drainage. Item • " s Description ; 00001 Lind's 00002 PM 00003 Superintendent 00004 Insumace 00005 Sub Markup APPROVAL: By: Date: iiiwdiiinv O Stock#' Gary Shironaka QuanGty: Units''. 1.000 tS 1.000 MHR L000 MHR 1.000 IS 1.000 Ls 4 Unit PriceA' '•T3x Rife Tax Amount Nett Amount $3,286.00 0.00% $0.00 $3266.00 S97.75 0.00% $0.00 $97.75 S92.00 0.00% $0.00 $92.00 $12.34 0.00'% $0.00 $12.34 $164.30 0.00^% $0.00 $164.30 Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: By: Date: $3,652.39_ $0.00 $0.00 $6.00 $3,652.39 Kent Mills 3 _ PLUMBING REQUEST FOR CHANGE ORDER 004 HEATING INC. Estimator Dan Haynes Date 10/11/2013 Project: South Transit Center Job Number o To: Growling Bear Co 2330 4th Ave Greeley, CO 80631 Attn: Gene Leach Change Order Description RFI #65 Tie into existing 6" SDR 35 storm piping and provide (6) 4" storm lines to colums turn up with elbow and connect to downspout (by others) Incld excavation & backfill We have reviewed the requirements of the above referenced documents as they pertain to our contract. In compliance with the terms of our subcontract agreement, we agree to perform the changed work for: X Additive amount of: 3 266 Deductive amount of. If change is not authorized: 0 X 1This quotation is valid for t5 days u I Working days extension of contract time required Exclusions and conditions that vary from our contract agreement are as follows: This work will not proceed until a "Notice to Proceed" is issued. The payment requested in this change estimate does not include any amounts for changes in sequence of work delays, disruptions, or impact costs due to the accumulative effect of this change with other changes or any other Ireason and our rights are expressly reserved to make claim for any and all of these related Items or costs prior to final payment upon this contract. Project Manager Accepted By/Date Lind's Plumbing & Heating, Inc. N �Q-J �PLUMBING HEATING -INC. 1414 Blue Spruce Drive, Unit A - Fort Collins, CO 80524 - (970) 221-1735 - Fax (970) 221-1452 10/112013 Growling Bear Construction 2330 41h Ave Greeley, CO 80631 Attn: Gene Leach Re: Fort Collins South Transit Center Listed below are the costs associated with change order CO # 4 Storm drain piping to downspouts Fixtures: $0.00 Pipe & Fitttings: $809.53 Labor: $954.00 18hrs @ $53 Excavation & Backfrll $1,224.00 Tax $0.00 Sub Total $2,987.53 Overhead/Profit: $298.75 10% TOTAL: $3,286.28 Thank You Dan Haynes Senior Project Manager Lind's Plumbing & Heating a Request for Information Project: South Transit Center No.: 85 Date: 9/5/2013 Loca on: Ft. Collins Colorado From: Growling Bear Co. Inc. PM: Pat Sherin Phone No.: 976-353-6964 Fax No.: 970 353-6974 To: Aller-Lingle-Massey Architects Ac on Requested: X Clari ca on A n: Ma Newman X Direc on Approval Reference: Drawing No: A/7,5, P1:1, C3.5 Detail No: C4/A7.5 Spec: Detail C4/A7.5 indicates the down spout from the Plaza roof to a into the Storm system Sheet P1.1 note 43 indicates the heat trace to be located in the clown spout and extend 5' into the Storm drain system, no UG piping is indicated on sheet P1.1' Sheet C3.5 Storm Drainage Plan provides informa on for the area drains and related piping to connect the area drains to the storm systems, however no piping is indicated for down spout connec ons to the storm system. Please provide details including pipe sizes for down spout connec ons from the Plaza roofs to the Storm Submitted By: Pat Sherin Response: The plan details on A7.5/C4 and notes within the foundation plans (Sheet S2.0, spread footing schedule) call for the contractor to field route downspout sleeves through the footings. This did not occur as detailed in the drawings. In lieu of routing sleeves through the footings, the contractor has the`option to provide storm drainage connections from the canopy downspouts as shown in the attached detail. —Keith Meyer By _October 9, 2013 Date N Ge Cowrn/v (TYP) GeJQ41AES 3, S, /9 QYL 43 yvNSPWt r' of-54W, ¢"5G14o A✓G OD= 4l1/", 90' �' �iAn �`"X GouPt/M: fK N£EJEa m Fir P/P6 !MFO rxiwsroNT OP<N/n� 6,LnC/NE Sin: /NV - 6" P-/c U U U 1 j 3 EnT //,69 /•/7' f✓Esr //.69 /- l7 ' zo .S Ekr 13,rS 2.4z' f3•o3 /S,9S NEsr f3.�S z•37' i3•o3 /S40 /9 EAsr /S.zo /,z8' /6a7 /7.6s I YySST /S zo /,23' 16"37 17.60 9 7 maxWORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 019 PROJECT: Mason Corridor— MAX BRT (South Transit Center) PROJECT NO: 7382 OWNER: City of Fort Collins — Engineering Department ENGINEER/ARCHITECT: Aller Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): Downspout Pipe Connections (Gridlines 3, 5 and 19) This work change directive directs the Contractor to price, and if accepted, install 4" SCH 40 drains from downspouts at gridlines 3, 5 and 19. The contract drawings called for these downspout connections to be routed to the storm drain profiles through the structural foundations. RFI085 further inquired about the design details associated with notes contained on A7.5/C4 and Sheet S2.0. This WCD formally incorporates these further design details into the construction contract. The work shall include supplying materials, installation; complete in place according to the STC specifications and RFI085. The work shall be priced and paid for as a lump sum addition to the contract. The work will be paid as a % complete based on the progression of work. .- This change is being initiated by the City as details surrounding the downspout connections were unclear in the design drawings. Attachments (List Supporting Documents): I It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By:,.' October 27, 2013 �!,ner Date Recommended By: / 'I/L1 October 27, 2013 construction Myfiager Date Copy: Owner; Engineer/Architect; Field File - SharePoint WCD019—DOWNSPOUT PIPE CONNECTIONS_10-27-13_FINAL PAGE 1 OF 1 Project: Location Request for Information South Transit Center Ft. Collins Colorado From: Growling Bear Co. Inc. To: Aller-Lingle-Massey Architects Attn: Matt Newman Reference: Drawing No: A/7.5, P1.1, C3.5 No.: 85 Date: 9/5/2013 PM: Pat Sherin Phone No.: 970-353-6964 Fax No.: 970 353-6974 Action Requested: X Clarification X Direction Approval Detail No: C4/A7.5 Spec: Detail C4/A7.5 indicates the down spout from the Plaza roof to tie into the Storm system Sheet P1.1 note 43 indicates the heat trace to be located in the down spout and extend 5' into the Storm drain system, no UG piping is indicated on sheet P1.1 J Sheet C3.5 Storm Drainage Plan provides information for the area drains and related piping to connect the area drains to the storm systems, however no piping is indicated for down spout connections to the storm system. Please provide details including pipe sizes for down spout connections from the Plaza roofs to the Storm Drainage system. Submitted By: Pat Sherin Response: The plan details on A7.5/C4 and notes within the foundation plans (Sheet S2.0, spread footing schedule) call for the contractor to field route downspout sleeves through the footings. This did not occur as detailed in the drawings. In lieu of routing sleeves through the footings, the contractor has the option to provide storm drainage connections from the canopy downspouts as shown in the attached detail. —Keith Meyer By _October 9, 2013 Date 6rYo') Ge,octvEs 31 s, /9 A .d7 h A i I i `S A (�y i I, `J 1�\ 1 i4d 1L fl •l 6" xa 7Mr 6 „ /-VG DTI r fiDn X GOuPt Aa; RS N.,5e5l'>Cn 7E8 ro Fir p/pB /A(M LtVIrvsTour 6,FW^ n. ,y�Z,DCINF I sio< I /NV - 6"f PVC- 1 O 1 ® 19 3 64sr //,67 /,/7' 13.03 1¢,7P wEsr 1469 /,17' 13,03 (¢,Zo S EAs• 13JS 2,42' 13.03 19,16 NEsr 13.15 Z, 37 ' i3•03 /5.40 ! f 45F r /S• 20 /, ZB ' 16.37 17.6s -� W6ST /5',20 /.23• l6.37 /7•bo ditesco Independent Cost Estimate Date of Estimate: 27-Oct-13 Contract Type: Mason Corridor BRT - South Transit Center (hard bid) Existing Contract or PO (Y/N): Y Description of Goods (A) or Services (B): A+ B Install storm drain connections from canopy downspouts at STC platform. 1 have obtained the following estimate from; Published Price List / Past Pricing (date) Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Keith Meyer Other (specify) T&M Take ofr,, labor rates Signature of Preparers Cost Estimate Details: (Estimate calculated in US Dollars) Cost of Standard Items Product Cost($/unit) Unit Quantity Notes TOTAL Delivered Data Source 6-inch PVC pipe (laterals) 2.50 LF 66 Loaves $ 165.00 6-inch PVC fittings $ 10.00 EA 12 Lowes $ 120.00 6-inch PVC tee $ 50.00 EA 6 Grainger $ 3 00.00 Femco Coupling $ 25.00 FA 6 Grainger $ 150.00 Allowed 15% Markup $ 110.25 LS 1 Allowed 15% Markup $ 110.25 SubTotal $ 845.25 Cost of Services, Repairs, or Nonstandard Items Item/Task: Grout and Placement Materials or Work Description Other Direct Costs Labor Rate ($) Labor Hours Labor Class Allocated Overhead SG&A' Profit Notes: Data Source TOTAL Labor to Install pipe $ 52.50 20 Labor 0 0 0 GBI labor rate sheet $ 1,050.00 Labor to excavate and backfill $ 5250 12 Labor 0 0 0 GBI labor rate sheet $ 630.00 Equipment to excavate and backfill $ 104.00 12 Operator + equipment 0 0 0 Kehn rate sheet $ 1,248.00 $ SubTotal $ 2,928.00 'soma. oa,e.iw ie�+wwu» e�.ti TOTAL $ 3,773.25 Shop Charlotte Pipe 6-in x 10-ft Sch 40 PVC DWV Pipe at Lowes.com Page 1 of 1 your Dton: Littleton, CO Your Store: Littleton, CO Charlotte Pipe 6-in x 10-ft Sch 40 PVC DWV Pipe Item n eases l Moan n PVC 00600 0600 Be the Test to $24.27 Was: $28.97 Save 10%eau 1022=4 Twen U $+1 0 Description 6-4n x 10-ff Sch 40 PVC DWV Pipe • Made in the USA White pipe used in sanitary drain, waste, and vent (OWV), sewer and storm drainage applications PVC foam core is highly durable and with no rusting it offers years of trouble -free service PVC foam core is used in gravity fed waste elimination systems Maximum working temperature of 140 degrees Fahrenheit Specifications Type Sch 40 NSF Safety Listing Yes Sub Type Cellcom Dram, Color white Common Uses waste and — vent End Type Rain applications and — ASTM D Size - Diameter 6-in 4396; Code Approvals Size- Length 10-fl ASTMF e91 Max PSI Rating (PSI) 0.0 Min Waking Temperature (Degrees) 32.0 Max Working Temperature (Degrees) 140.0 02013 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC FREE Store Pickup our order con be evadable far pickup in Lwyes Of Uttlaton, CO today. Lowe's Truck Delivery 4!v ceder will be ready far delivery to ou from your selected store. Parcel Shipping Unavailable fur This Order Sent by tamers like UPS, FedEx, USPS, etc. Charlotte Pies Sin x $24.27 10-ft Sch 40 PVC DWV Pipe htti)://www.lowes.com/t)d 86806-1814-PVC+04600++0600 4294935753+5003722 429... 12/14/2013' C :;r `i ,. et March 14, 2013 Growling Bear Co. Inc. Attn: Gene Leach 2330 4°i Ave. Greeley, CO 80631 RE: Remobilization and Change Grades of Proposed Pond and Bus Drive Dear Gene, The follow is a cost breakdown for Remobilization and the change of the proposed pond and Bus Drive. Please give me a call if you have any questions. Mobilization of Equipment Komatsu PC400 LC Excavator EX40 Mob 4 hr x $150.00 = $600 Loader.M' obilization 4 hr x $150.00 = $600 Grader Mobilization 4 hr x $150.00 = $606 Water Truck Mobilization 4 hr. x . $156.00 = $600 CompactorMobilizatiom 4 br- x SiA.00 = $600 Skid Steer Mobilization 4 hr x $150.00 = 8&0 Project Coordinator 4 hr x W.66 = $226.60 Labor .4 hr x $20.00 = 330.00. Total $3,900.00 Cast for new proposed grading of pond and Bus Drive Excavator K 400 Grader Loader Water Truck Skid Steer Compactor Forman Project Coordinator Labor Total .Subtotal t Coordinator Excavating, Inc. 10 hr x $155.00 = $1,550.06 10 hr x $145.00 = $1,450.00 10 hr x M5.00 = $1,356.00 10 hr x $120.00 = $1,200.00 10 hr x $120.00 = $1,200.00 10 hr. .x $130.00 $1,306.00 10 hr x $55.00 = $550.00 5 h� x $55A0 = $275.00 20 hr x $20.00 = $400.00 418 N 9d' Avenue • Greeley, Colorado 80631 (970)351-0192 $9,275.00 13,175.00 1,317.50 14,492.50 Shop Charlotte Pipe 6-in Dia PVC Coupling Fitting at Lowes.com Page 1 of 1 Your Stan; Littleton, CO Your Store: Littleton, CO Charlotte Pipe 6-in Dia PVC Coupling Fitting Item C 520021 Model 9.. PVC 001001600 Be the fist to $7.65 Tweet 10 $H 0 Description 6-in Dia PVC Coupling Filing • Made in the USA • White fittings used in sanitary drain, waste, and vent (DWV), sewer and Warm drainage applications • Not Intended for pressure use • Maximum working temperature of 140-F ' • Easy to install Specifications Type _ Coupling Outlet Thread Type Hub Sub Type Coupling NSF Safety Listing Yes Degree of Angle WA Rain, Schedule 30 No Common Uses waste and Size - Diameter 6-in vent Inlet Thread Type Hub ASTM D 1764; Code Approvals ASTM D 2665; ASTM D 3311 Min Working Temperature (Degrees) 32.0 Max Working Temperature (Degrees) 140.0 0 2013 Lowe's. All rights reserved. Lowe's and the gable design are registered trademarks of LF, LLC (Parcel Shipping �CSPS by ranters like UPS, FWES , etc. FREE Store Pickup Your order can be available for pickup as soon as today. Lowe's Truck Delivery Your order MR be ready fa detNey to you from your selected store. Charlotte Pipe 6-in $7.65 Dia PVC Coupling Fitting http://www.lowes.com/ProductDisplay?partNumber=52002-1814-PVC+00100++1600&I... 12/14/2013 WP113125 Tee - Grainger Industrial Supply Page 1 of 2 ........... ..III 1 Product Tee MUELLER INDUSTRIES Technical Specs Fittings Sub -Category: Teas Item: Tee Body Material: PVC Connection Type: Socket x Socket x Socket For Drinking Water Low Lead Compliant Applications: For Drinking Water Certified Low Lead Compliant Applications in CA, VT, MD, LA Schedule Pipe Sae 40 1"x 1" x 1" SDR 35 1-V2" x 1-12" x 1-1/2" 1-1/4" x 1-1/4" x 1-114" 40 12"x12"x12" 2"x2"x2" 2-1IT' x 2.112" x 2-12" 3"x3"x3" 3/4" x 3/4" x 3/4" 4"x4" x4" 6"x6"x6" 6"x6"x 6" Product# Schedule Pipe Size Availability Price 5WNW8 40 6"x V.x 6" Clearance- Limited Quantity $47.39/each Availade Customers Also Purchased ,:.' qUOU Thread Sealant Tape, PTFE, 112 x 260In Item # 3PDL5 ANTI -SEIZE Price: $0.70 Alternate 0ramAValeNem Pipe Firings Dram/WaaaNerx Tees Pipe Fd0nga Pleads Pipe Filings Paper Towel Roll, enMotlon, 800 H., PK6 Item # 3EB46 GEORGIA PACIFIC Price: $102.00 Schedule40, Pipe She 1 In, IM.L Item # 5AFJ4 HARVEL Price: $8.07 0 http://www.grainger.com/producYWELLER-INDUSTRIES-Tee-WPI13125/ /N-n5g?s... 12/14/2013 FERNCO Flexible Coupling,5-47/64 In. L - Flexible Fittings - 3HCZ811056-66 - Grainge... Page 1 of 2 RA%A M. uurm Back to Search Restdw Item Flexible Coupling Flexible Coupling, 5-47/64 In. L FERNCO Rice: $23.06/ each Typically in Stock 1&;a- flr fr * Item # 3HCZ8 Mfr. Model # 1056-66 UNSPSC # 40142316 Catalog Page # 4287 Shipping Weight 2.3 lbs. Country of Origin United States Of AmericaCountry of Origin is subject to change Body Material Elastomeric PVC Length 547/64" For Pipe Size 6- x 6" Inside Dia. 6.39164" Resistant To Chemicals, Ultraviolet Rays, Fungus Growth and Normal Sewer Gases Max. Temp. 140 Degrees F Standards ASTM Certified Fittings Sub -Category Couplings Max. Pressure 4.3 psi For Drinking Water Low Lead Compliant Applications Compliance and Restrictions This product has been manufactured to be compliant with the'Safe Drinking Water Ac1'retluirements for low lead in potable (human consumption - drinking and cooking) and non -potable water applications (non -human consumption). This item is restricted for conveying or dspensing water for potable use (humon consumpton). http://www.grainger.com/product/FERNCO-Flexible-Coupling-3HCZ8?s pp=false 12/14/2013 C PLS Group, LLC Land Surveying • Mapping (formerly Frederick Land Surveying, Inc.) 6843 North Franklin Avenue • Loveland Colorado 80538 office 970.6692100 - 970.669.3652 fax 1623 Central Avenue • Suite 8 • Cheyenne, Wyoming 82001 office 307.632.9636 - 307.432.4038 fax March 27, 2013 Gene Leach Growling Bear Co. 2330 4th Avenue Greeley, CO 80631 RE: Additional services at MAX BRT South Transit Center project in Ft. Collins, CO Dear Gene, Per your email request, PLS Group LLC is pleased to provide this construction survey bid for the above -referenced project. We are certain we can provide you with quality surveying services in a timely manner so your project is built accurately and on schedule. Based on a review of the review copy construction plans, we have defined the following scope of services. Our cost includes all field crew time, office time and regular materials. This bid is for a one-time staking of each item. Any re -staking will be done at an additional hourly cost. Detention Pond grading changes ................... ......................................................... $1,760 NW end'of the lte gratiing cfianges!............................................................. ......$1; 760 TotalFee..........................................................................................................$ 3,520 This estimate is based on: (a) four [4] maximum site visits; (b) recovering existing horizontal and vertical control points as referenced on the approved construction plans; (c) and CAD drawings of the approved construction plans delivered before the start of construction. The estimated cost only includes items listed above. If you have any questions please call me at my cell 970-227-4317. Please let us know if anything needs to be revised in the bid. We look forward to working with you on this project. Sincerely, 8rya,;vShz rrt Bryan Short, P.L.S. 0213-PC.docx COP #15 ASI #7 NW Corner Re -grading 3/28/2013 Duran Remobilization: 30% applied to re -grading at NW corner (Verbal from Josh Duran 3/18/2013) Grading Costs: 30% of costs on proposal: Duran sub -total Duran Mark-up Duran Total PLS Group - survey and staking costs: Proposal dated 3/27/2013 Bath Landscaping Bear Retaining Walls DaVinci Signs -Wall Railings and Fences ESD Concrete GBI Staff Costs: Hours Rate: Superintendent: 4 $80.00 Project Manager: 2 $85.00 GBI Mark-up on sub -contractors & professionals GBI Mark-up on self -performed work Totals: Additional Bond: 1% Additional Insurance: $3.55/$1000 Total Proposal: $1,170.00 $2,782.50 $3,952.50 $395.25 $4,347.75 $1,760.00 $0.00 $0.00 $0.00 $0.00 $320.00 $170.00 $490.00 $305.39 $73.50 $6,976.64 $69.77 $24.77 $7,071.17 ARCHITECT'S SUPPLEMENTAL INSTRUCTIONS AIA DOCUMENT G710 ECT: SOUTH TRANSIT CENTER Fort Collins, Colorado OWNER: City of Fort Collins/ Transfort TO (Contractor): Growling Bear Construction 2330 4th Ave. Greeley, CO 80631 CONTRACT FOR: Construction Distribution to: OWNER 0 ARCHITECT O CONTRACTOR O FIELD ❑ OTHER ❑ ARCHITECTS SUPPLEMENTAL INSTRUCTION NO: 007 DATE OF ISSUANCE: 2/9/13 ARCHITECT: Alter -Lingle -Massey Architects P.C. 712 Whalers Way, Suite B-100 Fort Collins, CO 80525 ARCHITECTS PROJECT NO.: 0926 The Work shall be carried out in accordance with the following supplemental instructions issued in accordance with the Contract Documents without change in Contract Sum or Contract Time. Prior to proceeding in accordance with these instructions, indicate your acceptance of these instructions for minor change to the Work as consistent with the Contract Documents and return a copy to the Architect. Description: Attached are revised civil and landscape sheets identifying modifications to the grading and landscape plans as well as the retaining wall/ railing to coordinate with revisions to the guideway entering the northwest corner of the site. Attachments: Sheets - C2.2, C2.4, C3.9, C3.10, 1-51.0 Et 1-1.0 ISSUED: BY Matt Newman 2/9/13 ARCHITECT DATE AIA DOCUMENT G701TM - 2001. Copyright 01978 and 2001 by The American Institute of Architects. All rights reserved. WARNING: This AIAO Document is protected by U.S. Copyright Law and International Treaties. 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. 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J EP. uYUE. wwEV .0 ur+..rae i ac X Cellbdomyouft max CHANGE ORDER NO. 11 Exhibit A Project: Mason Corridor — South Transit Center Project No. 7382 Date: December 13, 2013 Description of Change: MAX Field Construction Office 3000 South College Ave., Suite 201 Fort Collins, CO 80526 fcgov.com/maxconstruction This change order adds various work change directives to the contract value. They include WCDO03 which adds site grading work; WCDO06 which adds cast iron truncated dome supply and installation; WCDO07 which adds storm drain inlet and pipe connections at the Mason Trail; WCDO08 which changed the BRT bus bay curb from 14- inches to 13-inches tall; WCD015 which clarified the detail for park-n-ride HMA to concrete pavement transition; WCDO16 which clarified ramp and pavement grades on the east side of the platform; WCD017 which added dowels for concrete pavement expansion joints; and WCD019 which added downspout connections to the storm drain lines at the platform canopy roof drains. The justification for each change can be found in the attached work change directive forms and contractor change review forms. Change in Contract Value: The contract value is being increased by $28,396.83. Please see attached pending issues log summary and work change directives as summarized in the table(s) below. ,Work Change, Directives/items Item Number Description Contract Value WCDO03 Site regrading - northwest corner connection to guideway $1,488.55 WCDO06 Detectable Warning strips $15,295.55 WCDO07 Storm inlet and pipe connection at trail chase $3,709.59 WCDO08 BRT curb profile and height change at platforms $1,129.74 WCDO15 Concrete - HMA paving transition $0.00 WCDO16 Grades at East Ramps $0.00 WCDO17 Dowels at DAjoints in concrete paving $3,084.03 WCDO19 Downspout connections to storm piping on platform $3,689.37 Total Work Change Directives Change: $28,396.83 Change in Contract Time: This change order authorizes a contract time extension of zero (0) calendar days. Page 1 of 1 �r,� UNE ED *BOUN— MPERIT UNEAEEO IMI r- AIR P� LIST j LEGEND WL� ~zo w99 1-1 yz° Z J z �VJ J =OV LL H 0LL 0LLLL r U O 8 K m� urn O ' I , wu.e�rm O •wro o Z �+.urru.[. sev x o i I1 "r1 KnowRtRanRhelm L1.0 NORTH o 14 xv .V C'dlledomyouft O I ditesco Dale of Estimate: 28-Mar-13 Contract Type: Max BRT South Transit Center (hard bid) Existing Contract or PO (Y/N): Y Independent Cost Estimate Description of Goods (A) or Services (B): B Modifications to the grading and landscape plans as well as the retaining wall / railing to coordinate with revisions to the guideway entering the nonnwest comer of the site. 1 have obtained the following estimate from; Published Price List / Past Pricing (date) GraMing Bear Inc. Past Priong and Quotes Engineering or Technical Estimate (performed by) Independent Third Party Estimate (performed by) Ditesco - Beau Javemick Other (specify) Cost Estimate Details: (Estimate calculated N US Do#ars) Cost of Standard Items DESCRIPTION ITEM# QUANTITY UNIT UNIT PRICE TOTAL Elimination of retaining wall(Masonry Landscape Wall) COOT 2012 C0504-008255 -60 SF $ 27.41 $ (1,644.60) Elimination of striaght curb & gutter GBCI SOV -66 LF $ 15.00 $ (990.00) Sidewalk Changes GBCI SOV 4A4 SV $ 78.50 $ 348.89 Bike path removal -24 LIF Relocation of plant material & Irrigation 1 LS $ $ Add Shurbs COOT 2012 CD214-00350 5 EA $ 41.37 $ 206.85 Eliminate Type l seeding COOT 2012 CD212-00006 .0.01 AC $ 520.10 $ (7.74) Aditional Asphalt in walkway (assume same 4") GBO SOV 0.00 TINS $ 82.00 $ Eliminate Crusher Fines 304-06007 I -6.26CV 1 $ 24.17 1 $ (151.29) Add Type 1 Cobble CEI SOV 06-00503 0.67 CY $ 131.00 $ 87.33 Revised grade in the area CDOT 2012 CD203-00000 66 CY $ 7.06 $ 465.96 Additional Survey COOT 2012 CD625-00001 8HRS $ 137.84 $ 1,102.72 Mobllbatlon 1 LS $ 1,000.00 $ 1,000.00 TOTAL $ 418.12 Cost of Services, Repairs, or Nonstandard Items ItenVTask: Materials or Work Description Other Direct Costs Labor Rate (5) Labor Hours Labor Class Allocated Overhead SGBA' Profit TOTAL Total $ •s+ma �..i.�awam+mm.. sm.nm Signature of Preparers_! .r, 2012 COST DATA January — June Compiled By Engineering Estimates and Market Analysis Unit of the Agreements and Market Analysis Branch August 27, 2012 f�l Colorado Departin::. d of Transportation 1 L46 Monday, AU6,127, 2012 3 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 .................................................................................................................................... ITEM NUMBER ITEM TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE -------------------------------- --------------------------------- ------------------------------------------------------------------- 202-04003 Clean Culvert (Special) 202-04004 Plug Culvert (Special) 202-04005 Clean Valve Box 202-04010 Clean Inlet 202-04041 Clean Box Girder (Forms and Debris) 202.04042 Clean Box Girder (Organic Material) 202-04100 Abandon Well 202-05010 Sawing Concrete (10 Inch) 202-05026 Sawing Asphalt Material (6 Inch) 202-05100 Sandblasting Reinforcing Steel 202-05150 Sandblasting 202.06000 Removal of Detour 203-00000 Unclassified Excavation 203-00010 Unclassified Excavation (Complete In Place) 203-00060 Embankment Material (Complete In Place) 203-00062 Embankment Material (Complete In Place) (Special) 203-00100 Muck Excavation 203-00210 Borrow (Complete In Place) 203-00400 Rock Excavation 203-00450 Rock Removal 203-00500 Bock Fill 203-00592 Rock Staining 203-00850 Expanded Polystyrene Fill (Complete In Place) 203-01100 Proof Rolling 203-01140 Rolling 203-01500 Blading 203-01510 Backhoe 203-01515 Backhoe (Landscaping) 203-01550 Dozing 203-01551 Dozing (Heavy) 203-01555 Dozing (Landscaping) 203-01565 Hydraulic Excavator 203-01580 Truck 203-01582 Truck (Dump) 203-01590 Front End Loader (Rubber Tire) 203-01594 Combination Loader 203-01597 Potholing 203-01620 Sweeping 4 Each 4,719.83 1,179.96 2 Each 6,600.00 3,300.00 103 Each 16,270.00 157.96 32 Each 33,239.21 1,038.73 30,300 Sq Foot 99,990.00 3.30 22,600 Sq Foot 87,010.00 3.85 16 Each 12,349.18 771.82 45 Lin Foot 450.00 10.00 3,844 Lin Foot 9,911.30 2.56 424 Sq Yard 5,120.80 12.08 28,334 Sq Foot 123389.02 0.44 1 Lump Sum 91,937.00. 91,937.00 96.107 Cubic Yard 678,089.15 7.06 _ 271,264 Cubic Yard 2,484,270.48 9.16 184,287 Cubic Yard 2,271,516.68 12.33 10,893 Cubic Yard 203,901.00 18.72 13,141 Cubic Yard 176,238.90 13.41 847 Cubic Yard 27,527.50 32.50 8,010 Cubic Yard 201,451.50 25.15 2 Each 17,857.96 8,928.98 95 Cubic Yard 2,641.95 27.81 1,000 Sq Foot 5,000.00 5.00 4,102 Cubic Yard 266,301.84 64.92 846 Hour 84,201.66 99.53 195 Hour 18,632.50 95.55 2,687 Hour 322,510.80 120.03 546 Hour 65,936.58 120.76 24 Hour 2,100.00 87.50 448 Hour 583222.90 129.96 120 Hour 12,000.00 100.00 24 Hour 2,100.00 87.50 123 Hour 16,155.80 131.35 40 Hour 4,000.00 100.00 241 Hour 23,356.15 96.91 296 Hour 35,227.30 119.01 598 Hour 57,165.40 95.59 2,236 Hour 376,712.84 168.48 106 Hour 16,434.50 155.04 nColorado Depart n t of Transportation 11:46 Monday, Aye- t 27, 2012 6 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 -------------------- ITEM NUMBER ------------------------------------------------------------------------------------------------------------------------------------ -------------------------------------------------------------------------------------------------------------- ITEM TOTAL QUANTITY UNIT TOTAL COST - AVERAGE PRICE 210-00831 Reset Traffic Signal Head 9 Each 2,880.00 320.00 210-00840 Reset Traffic Signal Pole 3 Each 6,067.24 2,022.41 210-00848 Reset Traffic Signal Controller and Cabinet 4 Each 13,000.00 3,250.00 210-00866 Reset Fire Preemption Unit and Timer 4 Each 2,425.00 606.25 210.00867 Reset Fire Preemption Unit 3 Each 1,827.51 609.17 210-00870 Reset Coordination Unit 2 Each 855.00 427.50 210-00890 Reset Intersection Detection System (Camera) 10 Each 6,348.36 634.84 210-01000 Reset Fence 2,146 Lin Foot 11,941.74 5.66 210-01010 Reset Gate Post 1 Each 1,145.00 1,145.00 210-01011 Reset Gate 1 Each 572.50 572.50 210-01130 Reset Guardrail Type 3 4,891 Lin Foot 65,476.01 13.39 210-01140 Reset Guardrail Type 4 475 Lin Foot 5,937.50 12.50 210-01170 Reset Guardrail Type 7 2,700 Lin Foot 39,420.00 14.60 210-01180 Reset Guardrail (Special) 2,900 Lin Foot 20,206.20 6.97 210-01200 Reset End Anchorage 30 Each 24,961.20 832.04 210.01300 Reset Impact Attenuator 1 Each 5,000.00 5,000.00 210-02036 Relay Pipe (36 Inch) 16 Lin Foot 1,760.00 110.00 210-02510 Relay Sprinkler System 1 Lump Sum 3,800.00 3,800.GO 210-04000 Adjust Structure 3 Each 2,276.00 758.67 210-04010 Adjust Manhole 318 Each 123,839.44 389.43 210.04015 Modify Manhole 9 Each 14,660.95 1,628.99 210-04016 Modify Manhole (Special) 1 Each 650.00 650.00 210-04020 Modify Inlet 40 Each 67,086.00 1,677.15 210-04025 Modify Structure 13 Each 67,612.89 4,431.76 210-04030 Modify Guardrail 16,118 Lin Foot 89,974.90 5.58 210-04050 Adjust Valve Box 383 Each 94,957.87 247.93 210-04051 Adjust Valve Box (Special) 1 Each 10,651.68 10,651.6E 210-04060 Adjust Water Meter 1 Each 450.00 450.00 210.04070 Adjust Well 1 Each 293.62 293.62 210-04200 Adjust Guardrail 28,194 Lin Foot 146,009.35 5.18 211-01111 Rock Reinforcement (Dowels) 800 Lin Foot 24,000.00 30.00 211-03005 Dewatering 2 Lump Sum 36,082.00 18,041.00 212-00005 Seeding (Native) 0 Pound 26.00 212-00006 Seeding (Native) - 313 Acre 162,790.44 520.10 212-00009 Seeding (Temporary) 2 Acre 1,692.24 846.12 212-00028 Seeding (Wetlands) 2 Acre 3,515.30 1,757.65 212-00032 Soil Conditioning 233 Acre 409,517.32 1,757.69 212-00050 Sod 8,797 Sq Foot 7,258.73 0.83 Colorado DepartmA�-.-.1of Transportation 11:46 Monday, Aug��t 27, 2012 7 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 -----------------------------------------------------------------------------------------------------------------------------I...... ITEM NUMBER ------------------------------------------------------------------------------------------------------------------------------------ ITEM TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE 212-00100 Tree Retention and Protection 1 Lump Sum 1,525.00 1,525.00 213-00001 Mulching 7 Ton 1,724.11 246.30 213-00002 Mulching (Weed Free Hay) 284 Acre IOG,684.14 354.52 213-00003 Mulching (Weed Free) 53 Acre 30,338.08 572.42 213-00004 Mulching (Weed Free Straw) 44 Acre 37,104.71 843.29 213-00005 Mulching (Decorative) 402 Cubic Foot 1,286.40 3.20 213-00012 Spray -on Mulch Blanket 50 Acre 156,583.03 3,131.66 213-00061 Mulch Tackifier 59,173 Pound 122,129.70 2.06 213-00065 Inorganic Mulch 628 Cubic Yard 33,673.36 53.62 213-00070 Landscape Weed Barrier Fabric 1,359 Sq Yard 1,454.13 1.07 213-00071 Vegetation Control Mat 70 Sq Yard 2,170.00 31.00 213.00100 Soil Binder 155 Acre 70,361.12 453.94 213-00300 Concrete Landscape Border 716 Lin Foot 7,160.00 10.00 213-00462 Metal Landscape Border (3/16 X 5-1/2 Inch) 1,254 Lin Foot 4,903.14 3.91 214-00000 Landscape Maintenance 1 Lump Sum 20,974.73 20,974.73 214-00215 Deciduous Tree (1.5 Inch Caliper) 66 Each 20,330.84 308.04 214-00222 Deciduous Tree (2 Inch Caliper) (Furnish Only) 14 Each 3,570.00 255.00 214-DO227 Deciduous Tree (2.5 Inch Caliper) (Furnish Only) 21 Each 6,195.00 295.00 214-00350 Deciduous Shrub (5 Gallon Container) 377 Each 15.598.25 41.37, 214-00506 Evergreen Tree (6 Foot) (Ball -and Burlap)- 2 Each 853.98 426.99 214-00650 Evergreen Shrub (5 Gallon Container) 72 Each 3,106.80 43.15 214-00908 Perennials (1 Quart Container) - 200 Each 9,472.00 47.36 214-00910 Perennials (1 Gallon Container) 75 Each 799.60 10.66 214-01010 Brush Layer Cutting 3,700 Each 15,706.00 4.24 214-01015 Willow Cuttings 3,000 Each 3,900.00 1.30 215-00000 Transplant Shrub 36 Each 3,051.20 84.76 216.00015 Soil Retention Blanket (Excelsior) 8,925 Sq Yard 25,316.00 2.84 216-00021 Sail Retention Blanket (Class 1) 1,700 Sq Yard 4,297.00 2.53 216-00041 Soil Retention Blanket (Straw/Coconut) 15,217 Sq Yard 38,483.00 2.53 216-00042 Soil Retention Blanket (Biodegradable Straw/Coconut) 6,594 Sq Yard 17,279.00 2.62 216-00045 Soil Retention Mat (Cellular) 6,000 Sq Yard 137,500.00 27.50 216-00101 Soil Retention Blanket (Straw -Coconut) 36.022 Sq Yard 57,037.60 1.61 216-00201 Soil Retention Blanket (Strew -Coconut) 17,22D Sq Yard 36,016.00 2.09 216-00301 Turf Reinforcement Mat (Class 1) 17,000 Sq Yard 71,400.00 4.20 217-00000 Herbicide Treatment 44,415 Sq Yard 10,644.75 0.24 217-00020 Herbicide Treatment 58 Hour 6,577.70 113.41 240.00OOU Wildlife Biologist 155 Hour 20,100.80 129.68 240-00010 Removal of Nests 244 Hour 17,889.00 73.32 Colorado Departm'e: 1 of Transportation 11:46 Monday, Auger t 27, 2012 s 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 .................................................................................................................................... ITEM NUMBER ------------------ ITEM ------------------------------------------------------------------------------------------------------------------ TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE 240-00020 Netting 1,666 Sq Yard 10,666.84 6.40 240-00100 Prairie Dog Management 1 Lump Sum 6,500.00 6,500.00 250-00010 Environmental Health and Safety Management 8 Lump Sum 26,112.56 3,264.07 250-00050 Monitoring Technician 630 Hour 46,704.40 74.13 250-00100 Environmental Health and Safety 1 Lump Sum 2,438.00 2,438.00 250-00110 Health and Safety Officer 406 Hour 35,345.68 87.06 250-00120 Material Sampling and Delivery 5 Each 293.20 58.64 250.00200 Material Handling (Stockpile) 832 Cubic Yard 14,765.00 17.75 250-00210 Solid Waste Disposal 101 Cubic Yard 5,303.50 52.51 250-00215 Solid Waste Disposal (Special) 600 Cubic Yard 19,200.00 32.00 250-00220 Hazardous Waste Disposal 250 Cubic Yard 8,527.00 34.11 304-01000 Aggregate Base Course (Class 1) 4,727 Ton 90,731.25 19.19 304-01005 Aggregate Base Course (Class 1) 7,176 Cubic Yard 201,330.50 28.06 304-02000 Aggregate Base Course (Class 2) 11,157 Ton 271,285.10 24.32 304-02005 Aggregate Base Course (Class 2) 48,751 Cubic Yard 913,855.71 18.75 304-03000 Aggregate Base Course (Class 3) 16,458 Ton 115,370.58 7.01 304-03005 Aggregate Base Course (Class 3) 300 Cubic Yard 7,500.00 25.00 304-06000 Aggregate Base Course (Class 6) 140,769 Ton 2,175,537.88 15.45 1304-06007 Aggregate Base Course (Class 6) 97,971 Cubic Yard 2,368,113.97 _ 24.17 304-06008 Aggregate Base Course (Class 6) (Special) 3,498 Cubic Yard 90,307.74 25.82 304-06009 Aggregate Base Course (Class 6) (Special) 6,190 Ton 111p420.00 18.00 304-07000 Aggregate Base Course (Class 7) 1,485 Ton 54,426.00 36.65 304-07005 Aggregate Base Course (Class 7) 4,468 Cubic Yard 198,198.18 44.36 304-09000 Aggregate Base Course (Special) 377 Cubic Yard 4,485.94 11.90 304-09006 Aggregate Base Course (Special) 67,175 Sq Yard 53,740.00 0.80 304-09014 Aggregate Base Course (Special) 40.617 Ton 901,485.06 22.19 304-09100 Aggregate Base Course (Recycled Asphalt Pavement) 728 Ton 13,176.80 10.10 306-01000 Reconditioning 45,653 Sq Yard 63,722.40 1.40 307-00000 Hydrated Lime 2,023 Ton 306,926.00 151.72 307-00212 Processing Lime Treated Subgrade (12 Inch) 68,972 Sq Yard 131,046.80 1.90 310-00608 Full Depth Reclamation of Hot Mix Asphalt Pavement (0 188,573 Sq Yard 333,447.75 1.77 310-00610 Full Depth Reclamation of Hot Mix Asphalt Pavement (8 6,455 Sq Yard 25,555.00 3.96 403-00720 Hot Bituminous Pavement (Patching) (Asphalt) 14,983 Ton 1, 810,825.67 120.86 403-00721 Hot Bituminous Pavement (Patching) (Asphalt) 140 Sq Yard 13,960.40 99.72 403-00722 Hot Mix Asphalt (Patching)(Asphalt)(Special) 26,400 Lin Foot 180,840.00 6.85 403-00800 Emergency Pothole Repair 120 Ton 13,850.00 115.42 403-05000 Hot Mix Asphalt (Reflective Crack Interlayer) 6,162 Ton 1,078,350.00 175.00 403-09210 Stone Matrix Asphalt 121,466 Ton 12,182,358.95 100.29 Colorado Deparant-iii of Transportation 11:46 Monday, Augw, 27, 2012 10 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 ------------------------------------------------------------- ITEM NUMBER ------------------------------------------------------------ ----------------------------------------------------------------------- ITEM ----------------------------------------------------------------------- TOTAL QUANTITY UNIT TOTAL COST AVERAGE PRICE 412-00800 Concrete Pavement (8 Inch) 3,628 Sq Yard 191,372.88 52.75 412-00805 Concrete Pavement (8 Inch) (Fast Track) 837 Sq Yard 44,972.01 53.73 412-00850 Concrete Pavement (8-1/2 inch) 48,822 Sq Yard 1,318,194.00 27.00 412-00900 Concrete Pavement (9 Inch) 127,679 Sq Yard 4,658,421.20 36.49 412-00925 Concrete Pavement (9-114 Inch) 7.803 Sq Yard 279,815.58 35.86 412-00950 Concrete Pavement (9-1/2 Inch) 245 Sq Yard 7,595.00 31.00 412-00952 Concrete Pavement (9 1/2 Inch) (Fast Track) 205 Sq Yard 7,585.00 37.00 412-00975 Concrete Pavement (9-3/4 Inch) 13,987 Sq Yard 767,606.56 54.88 412-00976 Concrete Pavement (9-3/4) (Class E) 4,047 Sq Yard 312,792.63 77.29 412-01000 Concrete Pavement (10 Inch) 26 Sq Yard 3,250.00 125.00 412-01020 Concrete Pavement (10 Inch) (Fast Track) 131 Sq Yard 9,497.50 72.50 412-01050 Concrete Pavement (10-1/2 Inch) 8,852 Sq Yard 292,116.00 33.00 412-01060 Concrete Pavement (10-1/2 Inch) (Fast Track) 2,124 Sq Yard 82,836.00 39.00 412-01100 Concrete Pavement (11 Inch) 566 Sq Yard 28,866.00 51.00 412-01120 Concrete Pavement (11 Inch) (Fast Track) 182 Sq Yard 23,660.00 130.00 412-01150 Concrete Pavement (11.1/2 Inch) 2,059 Sq Yard 70pOO6.00 34.00 412-0/200 Concrete Pavement (12 Inch) 131,455 Sq Yard 4,426,089.85 33.67 412-01220 Concrete Pavement (12 Inch) (Fast Track) 2,280 Sq Yard 108,910.28 47.77 412-01250 Concrete Pavement (12-1/2 Inch) 234,063 Sq Yard 8,241,358.23 35.21 412-01252 Concrete Pavement (12 1/2 Inch) (Fast Track) 6,702 Sq Yard 281,484.00 42.00 412-01265 Concrete Pavement (12-1/2 InCh)(Reinforced) 4,442 Sq Yard 417,548.00 94.00 412-06000 Furnish Concrete Pavement Thin Whitetopping 36,827 Cubic Yard 2,320,469.27 63.01 412-14000 Sawing and Sealing Concrete Pavement Joints 200 Lin Foot 996.00 4.98 420.00000 Geomembrane 7,749 Sq Yard 52,225.60 6.74 420-00102 Geotextile (Erosion Control) (Class 1) 1,111 Sq Yard 3,687.80 3.32 420-00103 Geotextile (Erosion Control) (Class 2) 169 Sq Yard 591.50 3.50 420-00112 Geotextile (Drainage) (Class 1) 11,047 Sq Yard 20,020.82 1.81 420-00113 Geotextile (Drainage) (Class 2) 11,086 Sq Yard 28,686.36 2.41 420.00132 Geotextile (Separator) (Class 1) 191,670 Sq Yard 195,951.90 1.02 420-00505 Geotextile (Paving) (Special) 14,921 Sq Yard 19,397.30 1.30 420-00510 Geotextile (Crack Reduction) (High Density) 330 Sq Yard 5,610.00 17.00 420-00520 Geogrid Pavement Reinforcement 116,986 Sq Yard 631,755.85 5.40 501-00200 Steel Sheet Piling (Type II) 11,101 Sq Foot 514,309.33 46.33 502-00100 Drilling Hole to Facilitate Pile Driving 1,234 Lin Foot 75,988.99 61.58 502-00140 Blast Hole to Facilitate Pile Driving 783 Lin Foot 10,593.99 13.53 502-00460 Pile Tip 56 Each 6,996.26 124.93 502-11253 Steel Piling (HP 12x53) 821 Lin Foot 36,945.00 45.00 502-11274 Steel Piling (HP 12x74) 1,266 Lin Foot 80,937.48 63.93 !� Colorado Departine;.I of Transportation 11:46 Monday, Augi.. 27, 2012 11 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 ------------ ITEM NUMBER .................................................................................................................................... ---------------------------------------------------- ITEM ---------------------- TOTAL QUANTITY -------------- UNIT ---------------- TOTAL COST ---------------- AVERAGE PRICE 502-11489 Steel Piling (HP 14x89) 280 Lin Foot 32,200.00 115.00 503-00016 Drilled Caisson (16 Inch) 64 Lin Foot 4,992.00 78.00 503-00018 Drilled Caisson (18 Inch) 78 Lin Foot 12,048.00 154.46 503-00024 Drilled Caisson (24 Inch) 10,725 Lin Foot 983,393.00 91.69 503-00030 Drilled Caisson (30 Inch) 5,131 Lin Foot 646,718.60 126.04 503.00036 Drilled Caisson (36 Inch) 6,661 Lin Foot 1, 296,241.04 194.60 503-00042 Drilled Caisson (42 Inch) 1,042 Lin Foot 220,452.00 211.57 503-00048 Drilled Caisson (48 Inch) 811 Lin Foot 250,330.00 308.67 503-ODD54 Drilled Caisson (54 Inch) 886 Lin Foot 255,840.00 288.76 503-00060 Drilled Caisson (60 Inch) 3,740 Lin Foot 532,950.00 142.50 503-00096 Drilled Caisson (96 Inoh) 455 Lin Foot 336,700.00 740.00 ,504.03411 Retaining Wall (Boulder) 5,280 Sq Foot 203,034.40 38.61 504-04420 Precast Panel Facing 56,980 Sq Foot 1, 371,228.70 24.07 504.04440 Facing (Special) 22,158 Sq Foot 421,002.00 19.00 504-06100 Ground Nailed Wall 17,110 Sq Foot 410,640.00 24.00 504.06310 Ground Nail (10 Foot) 136 Each 34,680.00 255.00 504-06315 Ground Nail (15 Foot) 117 Each 44,694.00 382.00 504-06320 Ground Nail (20 Foot) 168 Each 85.512.00 509.00 504-06325 Ground Nail (25 Foot) 238 Each 151,368.00 636.00 504-06330 Ground Nail (30 Foot) 302 Each 230,426.00 763.00 504-08255 Masonry Landscape Wall (Dry Stack) 575 Sq Foot 16,760.75 27.41 506-00010 Riprap (Special) 265 Cubic Yard 39,491.36 149.02 506.00030 Grouted Riprap 198 Cubic Yard 42,650.00 215.40 506-00206 Riprap (6 Inch) 2,698 Cubic Yard 192,788.02 71.46 506-00209 Riprap (9 Inch) 222 Cubic Yard 22,131.01 99.69 506-00212 Riprap (12 Inch) 2,058 Cubic Yard 116,951.92 56.34 506-00218 Riprap (18 Inch) 1,471 Cubic Yard 166,220.16 113.00 506-00224 Riprap (24 Inch) 12 Cubic Yard 1,800.00 150.00 506-00236 Riprap (36 Inch) 90 Cubic Yard 8,523.90 94.71 506-00409 Soil Riprap (9 Inch) 67 Cubic Yard 5,360.00 80.00 506-01020 Geogrid Reinforcement 195,921 Sq Yard 334,364.46 1.71 506-01100 Concrete Block Revetment 555 Sq Yard 82,806.00 149.20 507-00000 Concrete Slope and Ditch Paving 561 Cubic Yard 200,132.50 356.74 507-00100 Concrete Slope and Ditch Paving (Reinforced) 1,448 Cubic Yard 452,321.00 312.38 507-00400 Bituminous Slope and Ditch Paving (Asphalt) 979 Ton 102,963.00 105.17 507.00725 Slope and Ditch Paving (Special) 35,683 Lin Foot 290,816.45 8.15 509-00000 Structural Steel 304 Pound 304.00 1.00 509-00001 Structural Steel (Galvanized) 30,550 Pound 73,320.00 2.40 Colorado Departine` iit of Transportation 11:46 Monday, A,g C27, 2012 26 2012 Cost Data INDEX AND AVERAGE UNIT BID PRICES FOR 01/01/12 THROUGH 06/30/12 ------------ ITEM NUMBER ------------------------------------------------------------ ---------------------------------------------------------------------- ITEM -------------------- -------------------------------------------------- TOTAL QUANTITY --------------------------------------------- UNIT TOTAL COST AVERAGE PRICE ------- 624.20301 Detour Drainage Pipe (Class 0) 1 Lump Sum 20,000.00 20,000.00 624-22024 24 Inch Drainage Pipe (Class 2) 928 Lin Foot 103,936.00 112.00 624-22048 48 Inch Drainage Pipe (Class 2) 454 Lin Foot 99,880.00 220.00 624-23024 24 Inch Drainage Pipe (Class 3) 215 Lin Foot 18,275.00 86.00 624-23030 30 Inch Drainage Pipe (Class 3) 54 Lin Foot 3,996.00 74.00 624-23036 36 Inch Drainage Pipe (Class 3) 229 Lin Foot 21,068.00 92.00 624.24018 18 Inch Drainage Pipe (Class 4) 41 Lin Foot 2,890.09 70.49 624.27018 18 Inch Drainage Pipe (Class 7) 525 Lin Foot 37,380.57 71.20 624-27024 24 Inch Drainage Pipe (Class 7) 212 Lin Foot 21,456.68 101.21 624-27025 24 Inch Drainage Pipe (Class 7) (Complete In Place) 60 Lin Foot 12,090.00 201.50 624-27036 36 Inch Drainage Pipe (Class 7) 348 Lin Foot 43,059.24 123.73 624-27037 36 Inch Drainage Pipe (Class 7) (Complete In Place) 56 Lin Foot 14,280.00 255.00 624-40031 30 Inch Equivalent Drainage Pipe Elliptical (Class 0) 134 Lin Foot 21,440.00 160.00 624-40055 54 Inch Equivalent Drainage Pipe Elliptical (Class 0) 445 Lin Foot 129,050.00 290.00 624-47024 24 Inch Equivalent Drainage Pipe Elliptical (Class 7) fit Lin Foot 9,300.00 150.00 624-47030 30 Inch Equivalent Drainage Pipe Elliptical (Class 7) 60 Lin Foot 10,200.00 170.00 625-00000 Construction Surveying _ _ _ 51 Sum_ 1,327,440.22 26,028.24 �625-00001 Construction Surveying (hourly) 329 _Lump Hour 45,349.00 _ _ 137.84' 626.00000 _ _ Mobilization _ _ _ _ 83 Lump Sum 14,651,766.19 _ 176,527.30 626-01000 Public Information Services 47 Lump Sum 395,658.60 8,418.27 627-00001 Pavement Marking Paint 8,170 Gallon 272,966.53 33.41 627-00002 Thermoplastic Pavement Marking 8,697 Sq Foot 83,296.92 9.69 627-00003 Thermoplastic Pavement Marking (Inlaid) 2,624 Sq Foot 36,302.00 12.85 627-00005 Epoxy Pavement Marking 124,803 Gallon 6,478,901.60 51.91 627-00007 Epoxy Pavement Marking (Special) 847 Gallon 119450.10 141.03 627-00011 Pavement Marking Paint (Waterborne) 17,490 Gallon 535:092.99 30.59 627-00012 Pavement Marking Paint (Law VOC Solvent Base) 11,271 Gallon 408,181.53 36.22 627-00032 Raised Flexible Pavement Marker (Temporary) 7,466 Each 13,517.20 1.81 627-00090 Pavement Marking (Special) 31 Sq Foot 2,484.65 80.15 627-01001 Preformed Plastic Pavement Marking (Type I) 64,922 Sq Foot 612,738.51 9.44 627-01010 Preformed Plastic Pavement Marking (Type I)(Inlaid) 19,607 Sq Foot 225,158.96 11.48 627-02001 Preformed Plastic Pavement Marking (Type II) 19,331 Sq Foot 171,095.09 8.85 627-02010 Preformed Plastic Pavement Marking (Type II) (Inlaid) 43,666 Sq Foot 471,223.47 10.79 627-30205 Thermoplastic Pavement Marking (Word -Symbol) 3,200 Sq Foot 33,600.00 10.50 627-30210 Thermoplastic Pavement Marking (Xwalk-Stopline) 6,258 Sq Foot 53,127.00 8.49 627-30324 Preformed Plastic Pavement Marking (Word -Symbol) (Typ 4,444 Sq Foot 64,217.40 14.45 627-30327 Preformed Plastic Pavement Marking (Word -Symbol) (Typ 2,749 Sq Foot 34,038.60 12.38 627-30329 Preformed Plastic Pavement Marking (Xwalk-Stop Line) 7,128 Sq Foot 69,043.52 9.69 Pending Issues Log ma>,: Date: 12113113 Ref. No. CON SCC Spec Section Item Description Date Regulated Amount Status 1 20,04 Vanes Tree Rembi Septic and Leach Field' Artwork 11/26/2012 $20,044.57 Adds tree removal, septic tank and leach tank removal artwork relocation 2 20.04 none Adds weather days to contract 2/2612013 $0.00 Adds 18 weather days to contract' unilateral by City 3 20.04 none Demobilization/remobilization 3/22/2013 $0.00 2 days ranted; cost disputed unilateral by City - awaiting position from Universal 4 20.04 Div 16 Conduit for communication and electncal work; vaults 5/14/2013 $12,630.53 Adds vaults for fiber, camera communications and flow fill for trenches 5 20.04 Div V15 Backflow preventor relocation 5/24/2013 $9,6G4.40 Relocates BFP into S radle Bart building' removes vault 6 20.04 Div 2 Storm Sewer Profile A adjustment w1plity conflicts 5/612013 $6,810.56 Ac'uals at. profile A - awaiting position from Univ al; processed payment in pay sop 13 WCDD01 1 ] 1 20.04 Div2 FCLWD waterline lo.serinq JFcssif Blvd) 5/6/2013 1 $22,229,00 Adds watedine lowering in Fwsil Blvd, patching (tracked units and materials) - awaiting position from Universal; Processed Payment in pay son 13 WCDO02 8 2004. Div3 Sructural changes to gridline N8 and N9 5/6/2013 $13,146.88 Adds reinforang and formwork at gridline 8 and 9 -awaiting position from Universal; follow up on calculations Gan City under final review WC0003 11 20.04 Div Site regrading - northwest comer connection to guideway 3/28/2013 $1,488.55 Atltls grading to northwest comer of site to match guideway (T&M); pending completion by contractor; T&M costs paid in PA 15 WCDO04 10 20,04 Div Detention Pond regrading W28/2013 $3,293,67 Adds minor regrading to detention pond(T&M) WCDO05 10 20.04 Div Te beam plan discrepancy 6/252013 $4,847.21 W as tracked as time and material costs for payment; paid in pay sop 13 - WCDO06 11 20.04 Div -' - Detectable Warning shim - 9/12/2013 $15295.55 Changes type and layout of detestable warning ships (changes to cast mon) costs updated and under, ramew quardifies need to be recpnaletl�''°-'sue` W CDO07 11 20.04 Div 2 Storm inlet and pipe connection at Vail chase g0/2013 $3709.59 Adds an area inlet and pipe connection to drain the Mason trail; awaiting completion by comaaor WCD008 11 20.04 Div BRT curb rofile and her hl changeat platforms 90/2013 $1129.74 Changes curb profile and height at BRT loading platforms; awaiting response (roan contractaw Nb rail trediGappropriate credit not provided, City will a hheirtostthrcu hC011 antl PA15" W CM09 10 20.04 Div 2 Adds barrier curb at future connection to Spradley Bart 9912013 $392.05 Atltls 12' tall barer curb at road to SP.dley Bar WCD010 10 20D4 Div 16 Electrical changes to chic ation and monument sign circuits 9912013 $3,960.55 Atltls an independent circuit to each location missing from design WCDO11 20.04 Varies Buildin mockup 9/7/2013 $0.00 Clanfies mock up parameters and add. scope of work $24752) -not accepted by Owner WCDO12 10 20.04 Div Con'wlFwsil inlet work -T&M 5/21/2013 $3.028.10 Tracked as time and in atonal costs for payrn enV paid in Pay sop 13 WCDO13 10 20.04 Div 2 and 16 Sprinkler Tap. Initiation Sleeving, Controller Relocation 842812013 $1.351-05 Costs in response to RF1070 for irtication and tap location change; tap Paid in pay Opp 13 WCDO14 10 20A4 Div Waterline two Connection/abondcw seance to house 9/22/2013 $12,821.16 Tracked as time and metenal costs for payment WCDO15 11 20.04 1 Uv2 Concrete -HMA pai transition 9/28/2013 < $DDO ' Changes concrete to asphaltpawng transition at site entrance (GEM claim$1,46383); amount not- r agreed to bv City -details omvded to Contractor' no response as of 12-13-13° -' W CDO16 11 20.04 Div 2 at East Ramps 9/28/2013 $0.00 Changes gredes at east handicap ramps W CDO17 11 20.04 Div 3 at DA'ants in concrete avinq 10/1012013 $3,084.03 Atltls doweled a asieo'oints to concrete patio around ladom WCDD18 10 20.04 Div3 r for platform curb 10/23/2013 $1,956.17 repair be rods from platform curb to concrete raving WCDO19 11 20.04 Div2 out connections to storm piping on platform 10/21/2013 $3,689.37 Requests a ant for downspout connections to stoma drains at GL 3, 5, 19; under review 0 City We 9 20.04 Diva ESE)Dam aged curb at BRT Guideway 11121/2013 ($1.521.90) R air of ESD dam aged curb by CEI WCD020 12 20.04 Div 27 Changes to MDF racks '12/12/2D13 Chan es/Garifies MDF rack en numbers WC0021 12 20.04 Div Landscaping and lr anion 12/72/2013 Removes irtigalign and land sca In balance from contract WCD022 12. 20.04 Div 27 Conduit racewa for Radio installation jRmobiftatiwm� 12112/2013 ' ' ..,1- , ' •-•u.nl ., I. � Adds contluiVrecewa for radio installation in bwltlm Pendingtoconcretemixdesi n W9/2013 $0.00 Ownerdoes not accept cost for change to mix design; no benefit shown b Cornrector$12,673 COP058 ilizatiw costs for Rkes Peak Steel (termination 10/2312013 $5.]06.42 remobiliz bod casts for structural steel subcontractor after GBl termini not acce tadCOP062 Sh Rollin Door 11/2V2013 $4,036.47 Owner roddad letter to Install coiling door per contract dtawin r no integral heme' not accepted max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/16/13 Contract Change Description Truncated Domes at STC Platform (GBI has submitted a change request for labor in addition to materials for installation of cast iron truncated domes) Contract Change Number WCD006 / COP053 I Date Received: 10/15/13 Plan Location: See WCD006; surrounding primary station platform; WCD also applies to overall site Description of Review: R White Construction Inc. Quote (page 4): RW White Construction provided Growling Bear with a theoretical quote to install composite truncated domes versus cast iron truncated domes. Note that no quantity for installation is provided in this quote. Typically, the larger the quantity, the lower the labor installation cost. In particular, the East Jordan Ironworks specified truncated domes (Duralast Plates) have interlocking features that allow more than one plate to be installed simultaneously. This feature and the actual installation practice of this truncated dome product were not accounted for in Growling Bear's estimate. As noted in the truncated dome material change review, additional labor costs are questionable as the Owner has provided a redesigned platform curb line that will accommodate the East Jordan Ironworks 35' radial dome. As originally designed and bid, GBI would have had to cut and configure the composite domes in the field. This additional work and the change in overall quantity provides for a reduction in labor that is not included in the GBI cost proposal. In addition, the R White's theoretical quote does not represent costs that are incurred or estimated/quoted by the actual subcontractor performing the work. R White has provided truncated dome installation at site and park-n-ride sidewalk locations. They have not installed domes on the station platform. It is our understanding that Abel and Sons will be performing this work. As such, R White and Abel should provide actual costs or quotes for their installation work related to this project based on the quantities and work in the contract. le Mile wWK n41/ be A�vKr+t aorf fl�a.�ef�/i �s1S// fa,?( fine ,YCr�f !'r1�Y/s ayu� f� ��✓ib(c uir,f �ir�cl ism f�u1,�kd �.lrr�l �itlia//gfi��t on �G►i/�-rl-nb�c Glno� P/Af� Est /�+� bras beet 1-eee.4( Xv-k G8/ 0,;,- r=uyureer r.ccepiance: r � contractor Acceptance: Page 1 of 1 ,eel o -/S- a Universal Surety PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter No. 00016 DATE: 10/15/2013 REF: COP 053[W.C—U-006) lGab—m—On—ly) * / A El Shop Drawings El Approval El Approved as Submitted E] Letter ❑ You Use El Approved as Noted 11 Prints ❑ As PtegBested El Returned After Loan El Change Order ❑ ReviewaridCornmini, El Resubmit El Plans El Submit El smplcs Returned ❑ Specifications ❑ Attacbed ❑ Returned for Cormajons 0 separate Cover Via: .......... �� , - , , SUBMMAL - DRAWING,, 7 REV.,, ITEM NO.;, COP ON;,'- -'-S"T—AX-T'--US'!1 ITEAI� PACKAGE�,* IES-, DATE'�7,, DESCRIPTI 001 1 10115/2013 COP 053 WCD 006 Labor Revised 10.15.13 Remarks - lore Signed: Kent Mills Universal Surety PC0O5] 10/15/2013 [K8 v lZ!J)O l KAHK 0HP 15.U[1Y, � ' Subtotal $ ' Subcontractor $ 24,611J9 L3 OH&P 5.00% $ ' Subtotal $I4,611J9 Bond 1.00% $ 246.12 -----Insurance ---J,55—�-------'--------�---'---`- Tnta|Costs � �` ' � $ 24,8.1 Adjustment $ ` Time Extension UCalendar Days To -ta!Cost `|nca'' $24V�7.9l ` All rights Reserved 4th TITLE.-,,. -.,-W.CD0Q6'Labor 'bstalP i DATE: 1.0/4 Q 12O PROJECT: FCSouth Transit JOB: TO: Attn: ke-ni Mills Universal Surety No. — — -1 -� I I CONTRACT NO:: RE: To: From: Number. ljES4tkiM6N'0t PROPOSAL -- Additonal labor and forklift to install cast iron detectable warning strips in lieu of Plastic: Price is for only iqbatifies listed by Keith Meyer. Any additofial quantities will be charged extra. ;"St6&C'! Qiiliiitity.� Unig 4 unit Price'Item Tax Ratii TiiAnountNet AnioWit 00001 install cast iron Detectable 764.000 , LF $42.00 , 6.0C4 $0.60 $32,088.00 Warning Strips 00002 Project Managment 1.606 MHR S97.75 0.00% SO.00 -S9775 00003 Supmint6dcnit 1.666 •W M' 9920'() .0.00% 50.60 S92: 00 00604 Survey 1.000 LS S60'25'.00 0.00% SO.00 $1,025.00T 00005 Insurance 1.000 LS $77.54- 0.0070 $0.00 577.54 00006 Markup Subs 1.000 LS, $1,68265: '0.00% $0.00 ($�,01261 00007 Deduct for ADA installation -764.000, LF $15.00 0.00% $0.00 ($11.460.00) 7 00008 Forklift I week 1.000 LS $1,608,85. 0,001% SO-DD (�51,608,55 7 Unit Cost: $24,611.79 IS—(. 00 on Unit Tax. $0.00 Lump S urn: $0.00 Lump Tax: suo Total: $24,611.79 APPROVAL: By: Gary Shironaka By: Kent Mills Date: E,p,daw. 0 Date: Growling Bear Co. (Inc.) 3 Sepbambei 2013 2330-4th AVi * (Irieldi, CO BMI RE: Fort Collins MAX ThthA Conter ATTN-. PatSherin-Supt SP: ADA Detectable WwnhV Miss costs I Dear M. As per your request,Um fbiko s ctable , ft aret our slgm�i rat", the two type of ADA dete warning platea Y04 req PSIA4 We Qlvfi Y'a"U" -fbr, Aw l"a ; on .. th.6 project. [a Isid Jordan Mwee itio AD.A. Tactile warning Plains butifid mcited6noinicki eiv the ribbodbeck type wa: t. out 4M pdah, and one man Can dandle and b - " tion. a rul4of thtim fornstalla I r SIX birt t6i qFn6a -0. - A " c wison the pdphVfor (2) 2'X2I units to match 84 each, and because of the use an Installation coat it equal al to $84 per 2W' urdt pl" $a4 par unit tristallklion a tM for 2X4' or about $42 per square lopol font.(*Mkrfy as aants and for radlui �nWe 90 use the formula for bidding) Hopefully this Informatih6lPs You Out In Your clISCUSSIOns, end If You have any additional questions Ploase feel free to cafl-on on mycall phone - r16 097049"788. Thanks. q2i"k Rick white R Mile Construction 691 Ist Stri3et, Unit A Nunn; CO 80648 Office Phone: 970-897m2880 Office Fakl: 670-867-2879 rwhiteconstructioffiogiiiall.-Com S ma): Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 9/21/2013 Contract Change Description Truncated Domes at STC Platform Contract Change Number WCD006 / COP039 I Date Received: 9/19/2013 Plan Location: See WCD006; surrounding primary station platform; WCD also applies to overall site Description of Review: DBE Manufacturing & Supply LLC Quote Review (page 6) The total quantity of square truncated domes required at the STC site is 594 LF. Universal has priced 660 LF of square plates. As such 66 LF should be removed from the quote. This equals ($5,544). 15' Radius sections not needed. Remove 25 plates (subtract $2,800). 30' Radius sections not needed. Remove 40 plates (subtract $4,480). The total quantity of 35' radius truncated domes required at the STC site is 156 LF. Universal has priced approximately 105 LF of 35' radius sections. Add 51 LF or 28 plates (add $3,136). Freight includes about 45 plates per load. Since we are subtracting 109 plates, we can remove 2loads (subtract $130). Total Material Cost: 2' x 2' Plates = 297 x $84.00 per plate: $24,948.00 35' radius Plates = 85 x $112.00 per plate: $9,520.00 Permanent Material Markup (15%): $5,170.20 Freight = 8 loads x $65 per load: $520.00 Total = $40,158.20 ADA Solutions Material Credit (base bid, pages 7 and 8): Total material on project - 1750 SF (per ADA estimate) Credit to project: 1750 SF x $12.55/SF ($21,962.50) Credit for material markup (15%): ($3,294.38) Total Credit: ($25,256.88) GBI Change Order Proposal Review (page 3) The total costs for the change in quantity and material type shall be as outlined above ,thus: East Jordan Ironworks Truncated Domes: $40,158.20 Credit for ADA Truncated Domes: ($25.256.88) Subtotal: $14,901.32 PM Cost (1 hr at $85): $85.00 Superintendent Cost (1 hr at $80): $80.00 Markup on Labor (15%): 24.75 Subtotal 2: $15,091.07 Insurance at$3.55/$1,000: $53.57 Bond at 1% of $15,066.32: $150.91 Total Cost for Change: $15,295.55 Page 1 of 2 G1:31 states that the price provided is for material only and that Labor will be in a separate change order proposal. Additional labor is not warranted or accepted. The East Jordan Ironworks products are easier to install and would not require any labor to cut or configure in the field. This change is simply a material change, and actually has decreased the total square footage of required domes to be installed, thus a reduction in the labor for installation should be included as well. Universal Surety PCO 029 Summary Review (page 2) Added "CM" time for Kent Mills not allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($24,211.50) as Subcontractor costs and adds 5% OHBP markup. This is not allowed (subtract $1,210,58). Universal then adds 1 % bond ($255.66) and $3.55/$1000 ($91.67). These costs are not allowed as there is one contract modification thus allowing insurance and bond modifications (see calculation above). Reconciled Total Change Request using actual costs and allowable markups Total = $15,295.55 (as shown above) Page 2 of 2 MHI rl IIVG . r I L,_`t (12SF) I— — — — — — -T 25 LF (50 SF) 4 8 LF 8 LF (16 SF) (16 SF) iC� 8 LF ) 24' -- 24, I I � � I 128 8LFi fiI I ✓ 34 \ (16 SF) WD 38 LF (76 SF) 8 LF ' 3 (16 SF) 6 115 _ L72 _ C9 L70 i i ----- 8LF ] Ii 0 (16 SF) II 3 38 I l I I I n ✓ II ' 1 ��37 1 f I-! ✓ LCI 9 36 LF I I (72 SF) 23 LF LG l (46 SF) 0 i 1 ✓ ii I 35.R = Aoff m 22 LF I (44 SF) 1 12� -PTIH— 63ovi ?A6c-S) I 30 LF � � 4 LF I � �I 60 SF (8 SF) ✓ I I ZlC2p� S%'¢ LG �I II II 4 46 I I' i C6-----8 36 LF I I' 1 C 418 I I (72 SF) � C I I I i _67 I � i 7 i �i 1 PROPERTY 1 LINE I \ I I l 18 I 1�-L�47 1 li T• / C3 \ 0�3 6 LF - - �, L 24' _ I (12 SF) ,/ 8 LF ----L4& _ (16 SF) -- - 8 LF '� C34, • � I 6 LF not needed (12 SF) N i .\ II II i No Text m Universal Surety TRANSMITTAL No. 00013 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 9/ 18/2013 REF: COP 039 Dectectab►e Warning Strips WCD 006 CGa'�e .ep,�-s� ,t�;{ Aewt / uw a aeho 70 st.S'. "Ya/" ,VVIEARE _- - N'.'PAK '.;� ❑ Shop Douings ❑ Appm,zI ❑ Appmlvd as Submirted ❑ Icxter ❑ Your Use ❑ Appmved as Natcd ❑ Prints ❑ As Requested ❑ Raun dAfter fuan ❑ Chan Unfer ❑ Review and Cormnertt ❑ Resubmit ❑ ins ❑ Submit ❑ Sam ks 'SENT-VIA�x"-"r•'r-""0gr�:.`x't .'' ❑ Returned ❑ Specificnfi= ❑ Attached ❑ Raumed for Conwians ❑ odwr. ❑scParate CO\R Via: ❑ D. Dw. ITEM PACKAGE'i SUBMCITAL"DRAWING°`.-PREV ITEIN NOi COPIES',^;3 DATE^ DESCRIPTION42,' STATUS;" 001 1 9/18/2013 COP 039 Chagnes per WCD 006 Remarks: CC: Signed: bwkz Kent Mills Lyxviam f Pending Issues Log ma>-: No. Date: 12113113 Ret. No. I CO# I SCC I Spec Section I Item Description I e Data I pmoum I Status Change Order#1 Subtotal: $20p44.57 Change 0,der #2 Subtotal: $0.00 Change Order #3 Subtotal: $0.00 Chan a Order #4 Subtotal: $12,630.53 Chan aOrder#5 Subtotal: $9.604A0 Change Order#6 Subtotal: $5,810.56 Chen eOrder#]Subtotal: $22,229.00 Change Order #8 Subtotal: $13.146.88 Change Ode, #9 Subtotal: $1,521.90 Change Order#10 Subtotal: $31.649.96 Change Ordw #11 Subtotal: $28.396.83 Change Cader #12 Subtotal: $0.00 Chan a Order Subtotal: $142,990.83 Tma rtg na omract Amanm ,356,565.70 Adustetl omract Amount projected) ,509,299A2 ena ne issues as a omract Amoum 3. 1% hen0a Uroor % es epprovetl .28% = needs mconcila0on between owner/contractor = needs anon by Owner = neetls anon by C.Vaclor Universal PCO 039 9/18/2013 CM $ 125.00 1 $ 125.00 MHR OHP 15.00% $ 18.75 Subtotal $ 143.75 Subcontractor $ 24,211.50 LS OH&P 5.00% $ 1,210.58 Subtotal $ 25,422.08 Bond 1.00% $ 255.66 Insurance $ 3.55 $ 91.67 Total Costs $ 25,913.15 Adjustment $ (0.15) Time Extension 0 Calendar Days Total Cost Increase $ 25,913.00 Material only N Growling Bear Construction Inc. PROPOSED CHANGE ORDER No.00639 4th Ave TITLE: Detectable Warning Strip Change PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety Phone: 970-353-6964 Fax: 970-353-6974 DATE: 9/18/2013 JOB: CONTRACT NO: RE: To: From: Number: DESCRIPTION OFPROPOSAL' Change Detectable Warning strips from specified material to Cast iron. Price is for material only Labor will be in seperate change order proposal. Revised 9/18/13 for WCD 006. Pricing is based upon using standard products available to created a simulated,.,�R— -35- radius product ttem�, Description n 00001 East Jordan Detectable Wartings Strips Straight 00002 Curved product Radius 00003 Delivery 00004 Deduct Specified Product 00005 PNI 00006 Superintendent 0OW7 Insurance 00008 Markup Sto,lliC'i� -01121'fitity.- "Tiniis UnhPrice "taxRnteTaxAmouuiNetAniourit 335.000 EA $84.00 0.00% SO.00 S28,140.00 126000 FA $112.00 0.00% Slim $14.112.00 1-000 LS S650.00 0.00% $0.00 $650.00 -1,000 LS 'S22,088.00 om% SO.00 ($22,088.00) 1.000 NUIR S95.00 0.00% SO.00 S85.00 1.006 NIHR S80.00 0.00% SO.00 S80.00 1.000 u S74.48 0.00% SO.00 S74.48 1.000 LS S3,158.02 0.00% SO.00 S1158.02 APPROVAL: By: Gary Shironaka Date: Unit Cost: $24,211.50 Unit Tax: $0.00 LumpSum: $0.00 Lump Tax: $0.00, M. Date: Total: $24,211.50 Kent Mills 1*11,yJamo 3 d bi WORK CHANGE DIRECTIVE NA TO,CONTRACTOR: Growling Bear Inc. WCD NO: 006 PROJECT: Mason Corridor -MAX BRT PROJECT NO: 7382 OWNER: City of Fort Collins - Engineering Department ENGINEERfARCHITECT: Aller Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: WCD): Truncated domes at STC platform This work change directive directs the Contractor to price and, if accepted, change all truncated domes at the STC platform to cast iron. The contract documents (Section 02755) called for two options fortruncated domes 2.02 Cl) Wasau Tile ADA-3; C2) ADA Solutions. This work change directive approves use of East Jordan Ironworks truncated domes as provided in the attached product information. Pricing for this WCD shall include: 1. Cost for supply of East Jordan Ironworks products/materials for the STC platform as provided for in the attached drawings 2. Deduction of cost for supply of base contract truncated dome materials The work shall include supplying materials to perform the work according to the STC project specifications, attached product information and drawings. This WCD also includes changes to the platform curb geometric layout to accommodate the EJI W truncated domes. Grades associated. with all flowline points shall be held according to the original design plans: Top of curb grades shall also be held according to the original design plans and as revised in WCD008. This work shall be paid for as a % of a lump sum cost based on the installed material through this work change directive. This change is tieing initiated by the City as the design of truncated domes provided for in the contract drawings was not buildable to ADA standards. Additionally, the EJIW truncated domes are part of the City/Larimer County Urban Area Street Standards and offer consistent installation across the City and BRT system. '`Attach'menis (List'Supportmg:Documentsj;.', Installation details, site layout geometry and points and EJIW product information. CAD information provided by email. WC0006 PLAIFORM DOMES_09-10-13_DRAFT FOR PRICING PAGE 1 OF 2 N It is understood that this Work Change Directive may change the Contract Price and/or Time, and. is evidence that the parties expect a Change Order request for approval to subsequently fallow this Work Change Directive. r Ordered By: �.,.ci' Cll1�'�— September 12. 2013 Recommended By: // !/�� September 12, 2013 CMSCOOn r Dare Copy: Owner; Engineer/Architect; Field File - SharePoint PAGE 2 OF 2 e DBE MANUFACt'URING & SUPPLY, LLC 4315 th Street Greeley, CO 80631 Name / Address Bear CO. (1NC1 Ave. CO $0631 Estimate Date Estimate # 8/1971U13 13-2465 Description Oty U/M Cost Total Detectable Warning Plate Fast Jordan T x 2' Z97 84-00 73.73 15' Radius Detectable Warning Plate East Jort a t 30' Redms Detectable Waming Plate East Jordan 35' Radius Detectable Warning Plate Eau Jordan 8 112.00 T Freight to 7obsite Per Load Estimated 10 Loader (/j 65.00 Freight Included If Draped Shipped In Full I. Unit prim on this quote are subject to change if item are purchased O.00T separately. 2. Material only, NO INSTALLATIONS UNLESS OTHERWISE NOTED. 3. Prim arc 17.0-& - DBE Mfg. & Supply %yard tmless otlsaaist glad. 4. Unloading of material by others, if delivered. 5. Payument terms are Net 30 days froradate of imviq subject to credit approval. 6. A 15 Sr per month £roan fee will be charged ao all past due balances. 7. Sales tax is not included unless otherwise specified. 8. Prices are good for 21 days front the date of this quotedon. 9. Any legal fees resulting in the collection of Vasa due balanees is he responsibility of the cuntractodpurchaser. 10. Deliv y time 3-4 W-1cs 11. Weam NOTacertified DBEtpugrany. 12. Quantity is NOT guanantad, please do your own take off. 13. Once order is placed, no cancellariou allowed. Sales Tax Exemption 0.00rh 0.00 Total 342a3�OO Phone # 1Toll Free # BE-�9-7811 Fax # 910-392-9800 970.304-1199 $34, 9Pa8,a� ADA SOLUTIONS, INC. Wherever May 22, 2012 Phone: 970-353-6964x20, Fax: 970-353-6974, Cell: Na, E aaryshiromka1oMarowlinabear con Mr. Gary Shironaka Growling Bear Co. 2330 4° Avenue Greeley, CO 80631 RE: CO: MAX: Fort Collins: South Transit Center CO: MAX: Fart Collins: Bid It. CAP 7382 Composite ADA REPLACEABLE TWS Units" Dear Gary: We propose to furnish and deliver, as further specified below, the following items: there we area 1. SCOPE OF WORK• I his project includes the construction of new cast4ri jilace concrete station platform structures for the MAX BRT Fort Collins South Transit Center. There are two runs of TWS Product along the platform edges — each run measuring approx TWS Product (approx.Q221FPwill also be required at numerous crossing and pedestrian ramp locations throughout the Project. twA's Wet Set REP TWS Units were approved for use on the"MAX BRT Project per Addendum #2 (517-12)... updated TWS Product Specification 02775. AAA's Wit Set REP TWS Units are used extensively throughout RTD's Transit System in the Denver Metro Region. Quantity of Materials Required, The following materials",will be required to complete the work an this project: 1. In -Line Dome Composite ADA Wet Set Replaceable Tactile Waring Surface Units: a. Oh': APPro 0-2448tDNV8REPY) + NO Extra Stock Schedule: ADA TWS Product is anticipated to be delivered on or about We Fall 2012. Compliance With Ptoiect Speed ca6ouNAlWG: ADA's Tactile Warning Surface Product is in full cartrp8airce with ADAAG. ADA Wet Set REP TWS Unit is listed in Specification 02775 (Addendum #2, 5-17-12) asanapproved TWS Product source for the Project. a. TWS Unit may be field cut with a diamond masonry biade as necessary to suit field conditions. 2. TWS Unit perimeter flange measures 3W thick x 1' wide (nominal) with vents for air release. 3. TWS Unit shall contain intograf Federal Yellow color perFederal Standard 595B, Federal Color No. 33538 and consist of a rigid colorfast carboNfibergtass reinforced polymer material. 4. Hardware Details — 8 bolt locations per 2'x4' TWS Unit. Botts are located between the truncated domes and recessed into the body of the TWS Units. Bolts. are covered with a watertight structural composite cap. a. Hardware: Wx1 1/; STAINLESS STEEL bolts set 6rto a heavy duty concrete insert. "U.S. Patent # 7.779.Wl+ 8,028 491 + One or More US Patents Pending P.O. Box 3 North Billerica, MA 01862 Tel:860372.0519 Fox:978.262.9125 www.adatile.com 7 Page Two May 22. 2012 S..Joint Sealant: BASF NP1 or a. Sealant shall be applied b The sealant will serve to elimin 6. Truncated Dome Spacing of 7. Assembly: TWS Units are 11 IIL.GENERAL PROVISIONS( 1. This proposal shall remainv 2. Contract Documents / Engin P. GC 'shall furnish to ADAI 3. 4. specific a. along the TWS Unit perimeter, and vertically.... NOT diagonally,' p surface for cleanliness). complete sets of contract documents as they relate to the TWS Panel (Layout Plan, Standard ADA Submittal Package (Warranty, Data Sheets, Test Reports: MSDS, Install Guide, As Built Drawings and TWS Panel by T'WS Panel Layout Drawings ofthe platform edges are Policy shalt apply- a copy is available upon request. t Work is expeded to comfnence on or about late Fall 2012. ADA'spricing JA' collection Policy shall apply. A copy is available ,Upon request. once Limits_ADA carries an Insurance Policy with a $1m General Liability plus a $ 1m Umbrella-, Project limit quotes are available upon request 1DA Wet Set REP TWS Units (GC to Install) ----- g 12 55/SF` ADA Wet Set REP -STD TWS Units (1W Nom. Body) fullyassembled.TWS Product shall be :tween successive TWS Units (tile spacers).18° or Y.' edge treatment around perimeter, of eatment fora water resistant seal. ADA shall furnish GC with apipro priate technical support. 3ASF NP1 WStkaflex la—' limestone color),from local sourcing. Exclusions' State/Local.SalesJUselSchool Taxes, P+P Bond Plans and specifications, notwithstanding, ADA limits its scope of work strictly to what is contained within this bid proposal. Please feel free to call if you have any questions: � - Very Truly -Yours, ADA SOLUTIONS, INC. 3Eeburtt seef" Helmut Klolin Operations Manager `*U.S. Patent # 7,779,581 + 8,028,491 + One or More US Patents Pendino I'rtn=itQtes1211YeseCO.MAX. FICt41in&S-TransitQr.CrowiingBear.GS.Qte220-2448NVSREPY.120522.dm P.O. Box North Billerka; MA 01862 Tel:800.372.0519 Fax:.978.262.9125 wwwiadatfleacom 4 Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 9/25/13 Contract Change Description Add Drainage Inlet and Pipe Connection at Bike Trail Contract Change Number WCD007 / COP045 I Date Received: 9/19/2013 Plan Location: See W CD007; drain connection at bike trail near south end of STC site Description of Review: Kahn Quote (page 4) Kahn Construction has provided the sole subcontractor quote to perform this WCD scope of work. The total cost is $3,305.00. GBI Change Order Proposal Review (page 3) Kahn Subcontractor Cost: $3,305.00 Markup on subcontractor (5%): $165.25 Subtotal: $3,470.25 PM Cost (1 hr at $85): $85.00 Superintendent Cost (1 hr at $80): $80.00 Markup on labor (15%): $24.75 Subtotal 2: $3,660.00 Insurance at$3.55/$1,000: $12.99 Bond at 1 % of $3,660.00: $36.60 Total Cost for Change: $3,709.59 Universal Surety PCO 045 Summary Review (page 2) Added "CM" time for Kent Mills not allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($3,985.89) as Subcontractor costs and adds 5% OH&P markup. This is not allowed (subtract $199.29). Universal then adds 1 % bond ($43.29) and $3.55/$1000 ($15.52). These costs are not allowed as there is one contract modification thus allovring insurance and bond modifications (see calculation above). Reconciled Total Change Request using actual costs and allowable markups Total = $3,709.59 (as shown above) Engineer Acceptance: Page 1 of 1 Universal Surety TRANSMITTAL No. 00011 PROJECT: FC South Transit DATE: 9/15/2013 TO: Fort Collins South Transit Center REF: COP 045 WCD 007 4915 Fossil Blvd Pricing per e`7�hn Fort Collins, CO 80525 Proposal ATTN: Ron Kechter IV ° E ENDNG. ..F -- -SUBb111"fED FOR?-. _ �.�. �` T •TAKEN. - " ❑ Shop Drawings ❑ Appmral ❑ A" mced as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑. Prints ❑ As Requested ❑ Remmed After Iran ❑ Change Order ❑ Rcaiewand Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples tSENT�VIA. wi+' r',-f,.:vr +* ❑ Rctumcd ❑ S cifica(ions ❑ Attached ❑ Returned for Corrections❑ Olhcr. ❑ Separate Cover Via: ❑ Due Date: ITEM: PACKAGE'- SUBMITTAL , REVII. TTITEM NO. COPIES, DATE ,: DESCRIPTION _ , STATUS' 001 1 9/16/2013 WCD 007 Inlet Pricing per Kehn Remarks: CC: Signed: Kent Mills Universal Surety PCO 045 9/16/2013 CM $ 125.00 1 $ 125.00 MHR OHP 15.00% $ 18.75 Subtotal $ 143.75 Subcontractor $ 3,995.89 LS OH&P 5.00% $ 199.29 Subtotal $ 4,185.18 Bond 1.00% $ 43.29 Insurance $ 3.55 $ 15.52 Total Costs $ 4,387.75 Adjustment $ (0.75) Time Extension 0 Calendar Days Total Cost Increase $ 4,387.00 Z max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 12/12/13 Contract Change Description Northwest Site Grading Contract Change Number WCDO03 Date Received: 11/10/13 Plan Location: See WCDO03; northwest side of platform to BRT guideway connection Description of Review: WCDO03 was issued on April 16, 2013 to address minor grade issues connecting the STC site to the BRT guideway. This area required an additional 18-inches of cut and regarding to match guideway grades. The work was tracked as time and materials for payment as summarized in the attached "Cost of Work Record" forms. The work was completed on November 10, 2013. The total costs for the WCD are summarized below. Duran Excavating Time and Material: $1,218.00 (see attached) Markup on Subcontractor (5%): $60.90 Project Manager time (1hr): $97.75 Superintendent time (1 hr): $92.00 Subtotal: $1,468.65 Additional Bond at 1%: $14.69 Additional Insurance at $3.55/$1,000: $5.21 Total Cost: $1,488.55 Reconciled Total Change Request using allowable costs and markups Total = $1,488.55 (as described above) Engineer Acceptance: Of 1 Contractor Acceptance: Page 1 of 1 Growling Bear Construction Inc. PROPOSED CHANGE ORDER No.00045 2330 4th Ave Phone: 970-353-6964 Greeley, Colorado 80631 Fax: 970-353-6074 TITLE: WCD 007 Add inlet Curb DATE: 9/15/2013 PROJECT: FC South Transit JOB: TO: Attn: Kent Mills CONTRACT NO: Universal Surety RE: To: From: Number: Add inlet curb per Kchn Quote. All other work Excluded escriptirin -,`,:��Stoek Qivafititk Xnits�� Unit nce fi e Tax Rate Tii Amount N t Amount 00001 Add Work per Kehn Proposal 1.000 Ls $3.305.00 0-00% S0.00 $3,305.00 00002 Project Management 1.000 NIHR $85.00 0.00% S0.00 S85.00 00003 Superintendent 1.000 NUIR S80.00 0.00% $0.00 S80.00 00004 Credit for Plugs 2.000 EA (50.50) 0.00% $0.00 (S1.()0) 00005 Insurance 1.000 LS S12.32 0.00% 50.00 S12.32 00006 Markup Subcontractor 1-000 Ls S495.75 0.00% S0.00 $495.75 00007 Markup 1.000 IS S8.82 0.00% S0.00 $8.82 APPROVAL: By: Gary Shironaka Date: 1-1,�16.0 Unit Cost: Unit Tax: Lump Sum: Lump Tax: By: Date: Total: $3,985.89 $0.00. $0.00 $0.00 $3,985.89 Kent Mills N ESTIMATE AND CONTRACT No. Collins 6550 SCR5 Fort Collins, CO 80528 TO: Growling Bear Attn: Gary Shironaka Don Kehn Construction Inc. GENERAL CONTRACTORS thomson@longspeak.net(Thomson Eccles —cell 970.217.2940) kehnCalonespeak.net(Carol/Dan) 970.226.4111 970.226.4115(fax) CHANGE ORDER We hereby submit our proposal for: Description of Project: S. Transit Center —MAX BRT Location of Project Fort Collins, CO Project Proposal: Storm Drain Connection @ Trail: September 12, 2013 garvshironaka I rai_rowl ingbear.cont Mobilisation 1 ea $650.00 $ 650.00 NDS Inlet with Concrete Collar I ea $555.00 555.00 R & R Curb & Gutter 10 If $45.00 450.00 Drainage Gravel I ea $150.60 150.06 Grading & Fine Grading 1 LS $200.00 200.00 Foreman, Install Crew, Pickup & Tandem 1 LS $1300.00 1.300.00 TOTAL: $3,305.00 If unit prices. units will be measured upon completion and invoiced at these rates.. Exclusions: The following general exclusions apply unless specifically included above: Bonds (add I'/%for Performance & Payment Bonds)!Temiits!Fecs/ "I estintYEngineerma Services/Surveying/Staking & Layout/Pavement IAarkingrrraitic ControllBamicadeslManhole and VaI%e Box Rim Adjustments/Excavation, Dist oral and Replacement of Unsuiiable Material at Subgrade/Subgtade Preparation to;+/-0.10 FooUSaw Cutting/Shouldering/ Utility Conflicts. This Estimate and Contract including any attached forms must be made part and parcel to any contract agreement into which Don Kehn Construction, Inc. may enter. DON KEHN CONSTRUCTION, INC. Thomson Eccles By ACCEPTANCE The undersigned hereby accepts this proposal including all terms and conditions on the reverse side. Company Name Accepted by PLEASE SIGN AND RETURN ONE COPY TO SHOW ACCEPTANCE OF THIS CONTRACF Yr -iax WORK TO CONTRACTOR; Growling Bear Inc. WCD NO: 007 PROJECT: Mason Corridor —MAX BRT PROJECT NO: 7382 OWNER: City of Fort Collins - Engineering Department ENGINEER/ARCHITECT: Alter Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: of WCD): Storm Drain connection at Trail This work change directive directs the Contractor to price and, if accepted, add an inlet and pipe connection to Profile D at STA 2+09 according to the attached details and plans. This work change directive cost shall include: 1. Cost for supply and installation of inlet and pipe to RCP profile D including concrete collar and grout. 2. Removal and replacement of concrete curb and gutter (approximately' 10 LF) 3. Grading to the inlet (25-ft north and south sides of inlet). 4. Credit for concrete plugs on sidewalk chase as this will be left open. The work shall include supplying materials, installation, complete in place, according to the STC project specifications and attached drawings. This work shall be paid for as a % of a lump sum cost based on the work complete and in place. This change is being initiated by the City as the design called for a sidewalk chase to be abandoned at tiffs location. The area is a low point in the trail and will collect water without an inlet/drain at STA 2+09. Attacfiments (List Supporting Documents): Installation details, plan sheets It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By: r, .Ict.P---- ;r Z — September 7, 2013 ner//y/ Date Recommended By: // y ` September 7, 2013 ConsVuction ager - Date Copy: Owner; Engineer/Architect: Field File - SharePolnt WCDO07_STORM WET AT TRAIL 09-07-13_DRAFT FOR PRICING PAGE 1 OF 1 v 0 wo 0 LL ZZo V90 H�0 Z ZJZ "V J J �—w0 ti, N um.¢y O U •c o' o Eorcw s�� , DENiY.,SN M•: F EdC1.1 r I �... ate. m.R.,.r..rR. .. Im-P [rz mu ft em eu [[ .rrrr..wa m ma sm c.. ro- arm¢ mar.¢+w .-w.m wrvY Mwe✓.��Y�4R 4�P4, �F.[T„v[nw� �nIX IIL M4 0 I), ir¢r V r. . n•. u[ mt nro. xn a na. eno-. 4�r u:u�rl6eWTYY[ MV ra. W /� 1SArvPe�r r WO �y0 ZO W99 V �r0 F- Z U z liZ V J IX x 0 V U. ~ OO� � F U I r _ a rrrn.mn.�w.r.a . �..�- ♦ - e •rmw mw crrva.m+eualw:�m.m •su �V tc,'.V'E 1 STORM DRAIN PROFILE E SOMMOMMORTULTE.T.-MM-M-Timm Qwb Ic IL 0 an MrLcmca:rw w.mnm >nna°wuu M IPOvu I 'rw..+au ue •an a[rt'i..manyi, �T wn _r: Q C3.7 d NDS IS' SQUARE TAPERED IiDPE CATCH rASIN \Vi U.V INHIBITORS. COMPACTED SOIL GRAVEL BASE 4'TO6' mu BELOWBASIN. TO PREVENT STANDING WATER. 17 j-'" SQ. WIDTH NOTE: • GRAI LTO BE ATTACIIEDTOCATCH BASIN\\'ITIi SCR L\V PROVIDLD A l 11ME OP INSTALIAIION. NDS 18° sci. CATCH BASIN TYPICAL INSTALLATION. NDS IS' SQUARE POLI'OLEFIN GRATE W/ U.V. INHIBITORS. utlet DRILL' WEEP HOLET1'PICAL OF 4 PLACES AT VIM CORNERS. �J%A'sdV T.rA/G /4'1 _�� l3eyino{ Y � %E= 2 -a"Af Sos"% aL 9 36 u 4 Z � i ems: J Cp Rc 4 74 y, �W It ei- 3' SC/f4o IP,;o;e ca"neeh'o�t '% eo.C..( Gi ee—, +%a,4 /S" Rae,, . ,.CJJ 40 ao Grown of )Fel' max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/23/13 Contract Change Description BRT Curb Profile Change (14" tall to 13" tall); owner provided and installed rub rail Contract Change Number WCD008 / COP038 Date Received: 10/21/13 Plan Location: See WCD008; only BRT platform stop locations; reference plan sheet C2.4 Description of Review: WCD008 called for the change in BRT curb height from 14" tall to 13" tall at the BRT platform stop locations. It also slightly adjusted the curb profile. Lastly, it deleted supply and installation of rub rail from each stop location. Abel and Sons Quote (paae 4); dated 10-14-13 The quote provided from Abel and Sons does not reference the change to a 13" tall curb according to WCD008. The quote is for 14" tall curb. We assume this quote was based on the original plan detail shown on Sheet C4.4. Growline Bear Proposed Change Order 038: page 3: dated 10-18-13 Growling Bear provides a revised cost for WCD008 as their first proposed cost presented on 10/10/13 was not representative of the work requested in WCD008. This revised change proposal remains confusing and inaccurate to the work scope. The following is what the Owner assumes from this proposal. 1. The curb and gutter change cost represents the cost to build the 13" tall curb as outlined in WCD008. 2. Growling Bear mistakenly outlines in item 2 that the Owner is responsible for providing the rub rail material. 3. Deduct for original curb and gutter. This value represents the labor provided in the original bid to install the 14" tall curb and curb form work. Growling Bear also provides a quantity of 260 LF of curb and gutter for the BRT platforms. It is clearly shown in the WCD that 172 LF is what is defined as 13" tall curb. As such, all calculations for this WCD cost will be based on this quantity. 1. Curb and gutter change: 172 LF x $32.00/LF = $5,504.00 2. Credit for GBI material and installation of rub rail: 172 LF x $12.00/LF = ($2,064.00) estimate 3. Credit for labor to install original 14" tall curb: 172 LF x $16.00/LF = ($2,752.00) 4. Surveying $150.00 5. Delete concrete for profile change: 0.36 CY x $95.00/CY = ($34.20) Subtotal: $803.80 6. Superintendent: $184.00 7. Project Manager: $97.75 8. Subcontractor Markup: $40.19 Subtotal 2: $1,125.74 9. Insurance at $3.55/$1,000: $3.99 Total: $1,129.74 Reconciled Total Change Request using actual costs and allowable �/markups �J /l/le%% �/ c��� "��t sitAla Total = $1,129.74 (as shown above) �di'Yt'iSa/ svr�/ it'RNR�yZt Cot�T GrHOC. �'v ae- oiyuieer 4 i I. contractor (t/�Xcf CiYd'/ /R�L �ac Hio�K• /i3 of /Z-/Z-3 �if�i•Y7 i{cr/rfr� Pape 1 of 1 l7 2�' .. . ...... Universal Surety TRANSMITTAL No.00020 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 10/18/2013 REF: COP 038 KgD___ 0083 Rub Rail and Curb Change AVEARE SFNbiNG;'�' IJ Shop Drawings El Approval ❑ Approwd as Submitted El Letter El Your Use El Approved as Noted El Prints El As Requested El Returned After Loan 11 Charge Order El Review and Comment 1:1 Raubimt El Plans El Submit El Samples SENT. -VW ji�� ...... 11 Returned El Specifications El Attached E] Returned for Corrections El Other. El sepam(eCorer via: 10 Due Date: rrEn1l.<'PAc"K'A'G-E-'IS,U--BM--I-7--r.-A"L. 6kAAVING,'-REV rrEM NO., COPIES i, DATE r DESCRIPTION,': STATUS,, Remarks; 001 00 10/17/1-013 COP 038 Curb and Rub Rail Change WCD 008 CC: Signed: Ken( Mills maX, COSTOFTHEWOR%RECORD Cr- be--Pbd dmdda,L wad dWd.4d b, n{v aimiry Roan bdca) PrMacU.'.. SOUTH TRANSITCENER [orrtreRd!: �. UNIVERSAL SURETY/GROWUNG BEAR/ DURAN E%CAVATING Contrestm Rep: •.Put 5M1erin .. COFC trispectm•. Thn Hedworth . Record Number•' WCD003 Date. 10/0013 Picoo Number: 7381 OWIIR. r'If.�M [�n�n Comments: Partial gradisigPerfa edduet, soBstoftuetnterference-West segment 1166 City of Fort Collins Repres ma&,- Contractor RepresentaUua: bb !i�o r. Rd.amdraraedu�.mr.due. i TOPrt�jmlrrdrgdmdeydmtbae dar, a. rocamutir. c.>a,®,ra,. boo <%b /ZI / b At ,-. -sue ,A Ay 9 Universal Surety PCO 038 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase All rights Reserved 10/18/2013 $ 125.00 1 $ MHR 15.00% $ $ 5,101.43 LS 5.00% $ $ 5,101.43 1.00% $ 51.01 $ 3.55 $ $ 5,152.44 0 Calendar Days $ 5,152.44 Growling Bear Construction Inc. PROPOSED CHANGE ORDER No. 00038 2330 4th Ave Phone: 970-353-6964 Greeley, Colorado 80631 Fax: 970-353-6974 TITLE: ASI011 Change to Rub Rail WCD 008 DATE: 10/18/2013 PROJECT: FC South Transit JOB: TO: Attn: Kent Mills CONTRACT NO: Universal Surety RE: To: From: Number: _. — I)ESGRIP.TION OR PROPOSAU -7. Additonal to change curb and gutter profile and add rub rail to Curb and glutter around the plaza as per WCD 008. Rub rail and bolts are owner provided and installed.Price is for only quantities listed. This will be 3 bus lanes only. The remainder will be as per drawing. [teui'. =-Descnphorr Sitiek# Quantity Units Unit Pricer azRat`eTaxAmoontNetAmount 00001 Curb and Gutter Change /260.000 LF — 172 tF _0 33200 0.00% 50.00 $8,320.00 00002 install owner provided rub mil _,bv CoG \ �`-2. MHRS 1 $60.3$ 0.00% S0.00 (S120.76) 00003 Deduct Labor Original C&G -260.000 I-F 172r� / (S 16. ? 0.00% S0.00 ($4,160u(I) Detail 00004 Superintendent 2.000 MHRS $92.00 0.00% S0.00 $184.00 00005 Project manager 1.000 mhr S97.75 0.06% S0.00 $97.75 00006 Suney 1.000 IS S150.00 0.00% S0.00 $150.00 00007 Insurance I.000 IS S18.14 0.00% S0.00 $18.14 00009 Credit 1' of Concrete -0.360 CY S95.00 0.00% S0.00 00010 Markup Subs 1.000 LS $646.50 0.00% $0.00 $646.50 /tty tea;/ �Jo o/t.<'e ,hr�//44 by GC .h bws, bo( Unit Cost: $5,101.43 Unit Tax: $0.00 tt/i MJf �✓ %� �,. CwL J� insht// Lump Sum: $0.00 I No C.af'A ta,",Wel? 14- /4'' Cw� .'„1f+.;/ Lump Tax: $0.00 Total: $5,101.43 plth;� cosh to �61� iA IitA Y! �tr Y! APPROVAL: By: Gary Shironaka By: Date: Date: Kent Mills Abel and Sons Concrete Construction 915 S. McKinley Ave. Fort Lupton, Co 80621 m Estimate Dale Estimate 0 3 I Projed I ��7 Q/zL-z ttia' jank �cK by 6BJ Contract Change Request Review Form yvCpoo( Na Contractor i Universal Surety Contract Number 7382 Date Reviewed: 9l2112013 Contract Change Description Truncated Domes at STC Platform Contract Change Number WCDO061 COP039 Date Received: 9l1912013 Plan Location: See W CD006; surrounding primary station platform; W CD also applies to overall site Description of Review: DBE Manufacturing& Supply LLC Quote Review (page 61 The total quantity of square truncated domes required at the STC site Is 594 LF. Universal has priced 660 LF of square plates. As such 66 LF should be removed from the quote. This equals ($5,544). 15' Radius sections not needed. Remove 25 plates (subtract $2,800). 30' Radius sections not needed. Remove 40 plates (subtract $4,480). - The total quantity of 35' radius truncated domes required at the STC site is 156 LF. Universal has priced approximately 105 LF of 35' radius sections. Add 51 LF or 28 plates (add $3,136). Freight includes about 45 plates per load. Since we are subtracting 109 plates, we can remove 2 loads (subtract $130). Total Material Cost: 2' x 2' Plates = 297 x $84.00 per plate: $24,948.00 35' radius Plates = 85 x,$11200 per plate: $9,520.00 Permanent Material Markup (15%): $5,170.20 Freight = 8loads x $65 per load: $520.00 Total= $40,158.20 ADA Solutions Material Credit (base bid pages 7 and 81: Total material on project - 1750 SF (per ADA estimate) Credit to project 1750 SF x $12.55lSF ($21,962.50) Credit for material markup (15%): ($3,294.38) - Total Credit: ($25 256 88) OBI Change Order Proposal Review (page 3) The total costs for the change in quantity and material type shall be as outlined above ,thus: East Jordan Ironworks Truncated Domes: $40,158.20 Credit for ADA Truncated Domes: ($25.256.88) / l_Subtotal: $14,901.32 �kQ h4f PM Cost (i hr at $85): $85.00 Superintendent Cost (1 hr at $80): $80.00 Markup on Labor (15%): $24.75 Subtotal 2: $15,091.07 Insurance at $3.551$1,000: $53.57 Bond at 1% of $15,066.32: $150.91 Total Cost for Change: $15,295.55 r✓GDeof Page 1 of 2 C �4 GBI states that the price provided is for material only and that Labor WR be in a separate change order proposal. Additional labor is not warranted or accepted. The East Jordan Ironworks products are easier to install and would not require any labor to cut or configure in the field. This change is simply a material change, and actually has decreased the total'square' footage of required domes to be installed, thus a reduction in the labor for installation should be included as well. Universal Surety PCO 026 Summary Review (page 2) Added "GM" time for Kent Mils not'allowed, nor is the 15% Overhead and Profit markup (subtract $143.75). Universal lists GBI costs ($24,211.50) as Subcontractoi costs and adds 5% OH&P markup. This is not allowed (subtract $1,210.58). Universal then adds 1% bond ($255.66) and $3.551$1000 ($91.67). These costs are not allowed as there is one contract modification thus allowing insurance and bond modifications (see calculation above). Reconciled Total Change Request_usinci actual costs and allowable markups Total = $15,295.55 (as 'shown above) F igmeer Acceptance: Contractor Acceptance Page 2 of 2 _ I - 25 \150 SFI 23 LF I � 123 I fd6 SFl 4 %SEE Ne i ; (1SF) — !T 6 LF L ✓ _ _ (76 SF) _ (16 SF) y 8 LF I 24' c - - - 24' 6 1 ' ' II I ,I I � J f 36 LF I I r (72 SF) II � ' II 719 ✓ � I n °2 CF I (44'SF� I i I LF ( ✓ 65Fl I I Y II 36 LF / 172 SF) I I I I t1 '}7 I II ` 18 34 CEO — 38 46 _GLF SFl i � not nnrtletl LF 115 7 ssF7 8 - 6 LF (76 SF)1- 6 LF It2 SF) N I l a II li PROPERTY II UNE II II III CE9 L82 � 0 i •� ' /� C97 j �l 9 L55 — — '/ /9• 91 F 6lF 09 1165F1 L _ L33 27 I e \ 3 / M 5 LF _ 112Sn 5 1 - 24. 7 36 LF 23 INTROL POINT 72 SF, I JCRETE JOINT 106354.10 i = 193760.10 V = 5020.60' I _ _ I 2XZc 3 613 I II I I 3s�: 06� 3 LF I7 56 LF I (46 SF) (112 SF) i II I E I I I l t 1 aO LF fop I ,� I EO S q HH � 22 G S� I I � o• 16 SF) 1 6 LF 16 7 24' ✓ d1(B 16 �+ 41 0 8 (4SF1 7. i I 1 I e I ✓ I s LF (12 SF) ae'F ! 1 cslF 11t5,.FS I r it I ' • • SOUTH ' TRa19T 3 •I all f CENTER ( i 13 121 ✓ I LF I I 20 i 40 sn I I I 77 (12 5F) 23 °. I 1 li� i • •j I i max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/27/13 Contract Change Description Concrete to HMA pavement transition Contract Change Number WCD015 / COP050 I Date Received: 10/23/13 Plan Location: See W CD015; entrance to park and ride lot Description of Review: W CD015 was issued at the request of the Contractor to simplify construction of the pavement transition detail shown on Sheet C4.5. This detail provides for a reinforced concrete overlap with hot mix asphalt paving. Field discussions with Pat Sherin indicated that this requested change would be either cost neutral or a cost savings to the project. However, on October 23, 2013 the City received a cost increase request from GBI through change order proposal 050 in response to the issuance of W CD015. The City disagrees with any cost increase for this work. If the Contractor wishes to proceed with a cost increase, the City will retract WCD015 and the pavement transition detail can be built according to the original contract. Reconciled Total Change Request using allowable costs and markups Total = $0..0/0 (as described above) ,✓ ,t ��,� �urf �•� err �� .ul off'°i',>pk ate( Ebert1W he a -74-t JD t /fA-j'c aa� d,`ra�,rcr� L✓,yf tin �a�rrSa.,_ Engineer Acceptance: Contractor Acceptance: Page 1 of 1 �VAen+ tom_ r> l z E a EXISTING OR NEW- HMA PAVEMENT I r-0• 21-W NOTE t I I ry #5 ® I'-6' EACH WAY GONG 10o• CONCRETE PAVEMENT TO HOT MIXED ASPHALT PAVEMENT TRANSITION PANEL DOWEL BARS, SEE REVISED STD PLAN RSP F9/�1:Z*liWjQfj au``COSTOPTHEWORKRECOR0 /,ao {{ b. mId. mda.*" da muldpa bylmL q .gym bm l prolub. SOUTH TRANSrT cENrTR Contrattoi:: WEReccrd Numbm WCD083 UNRSAI SURETY/GROWLING BEAR UXAVATING Conf d=Rep: DetG 11/10/2019., PitShwin COFC Inspector: Prolact Number: 7382 Tim Hadwarth Description ufWorlc Rough grading- Northwest camer of busway-north hef cr' CItYNFcrtCollin: MmW laser . egtlp, , 0�. Ui IAH Cat Tahiti TahICW �. -%':'CAi V+dw Model HeeH hr % ICAT BMdetw ModM R98B 1 G— C" t. RYA MReYb�rl�.Wf. L TOA-J tlNsn�Yy fxeadq. s. Ta OahW'H.IrA..grpa f Ae"141( AO-Z3-/3 Universal Surety TRANSMITTAL No. 00023 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 10/23/2013 REF: COP 050 WCD 015 Changes ❑ Shop Drawings ❑ Appmval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Requested ❑ Resumed After Loan ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ Submit ❑ Samples SENT VGA.- m ..•.. .,. •. ��.. -...,;.:': ❑ Retumed ❑ specifications ❑ Attached ❑ Retumed for Corrections ❑ Other: ❑ Separate Cover Via: ❑ Due Da[c: 1TEdI PAC%AGE SUBMITTAL - DRA\VING REV:.ITED7 NO: COPIES :DATE DESCRIPTION 001 1 I0R3/2013 COP 050 WCD 015 changes Remarks: CC: -fkY 4 nVi- MOKf�n l+V'C. dF' CP04 - � 'tp-te-.4- 4- Gos/ rti•Kl� L.e= #D. Signed: 1.1' l'bn ra Kent Mills Universal Surety PCO 050 10/23/2013 CM $ 125.00 1 $ MHR CHID 15.00% $ Subtotal $ - Subcontractor $ 1,449.34 LS OH&P 5.00% $ - Subtotal $ 1,449.34 Bond 1.00% $ 14.49 Insurance $ 3.55 $ - Total Costs $ 1,463.83 Adjustment $ - Time Extension 0 Calendar Days Total Cost Increase $ 1,463.83 All rights Reserved Bear Construction Inc. 2330 4th Ave Phone: 970-353-6964 Greeley, Colorado 80631 Fax: 970-353-6974 TITLE: WCD 015 PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety RE: To: DESCRIPTION OF PROPOSAL: Changes per WCD 015 De`scriptioni 00001 Rebar 00002 Concretc 00003 Concrete Paving 00004 Add Asphalt 00005 PM 00006 Superinlendent 00007 Insurance 00008 Sucbeontractor SlArkup APPROVAL: By: From: PROPOSED CHANGE ORDER No. 00050 DATE:10/3/2013 JOB: CONTRACT NO: Number: Stock# Qoandty 1-1 ' Units ' Unit Price. .Tax R5te Tax Amoit nt Net Amount 516.000 Lbs ($0.49) 0.00% $0.00 ($252.84) 0.850 CY ($95.00) 0.00% $0.00 (S80.75) 50.000 SF (S2.00) 0.00% $0.00 ($100.00) 1.000 LS $1,60725 0.00% $0.00 $1,60725 1.000 MHR $97.75 0.00% S0.00 S97.75 1.000 MHR S92.00 0.0070 S0.00 $92.00 1.000 LS $5.57 0.0070 $0.00 S5.57 1.000 LS S80.36 0.0070 S0.00 S80.36 Gary Shironaka Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: By: $1,449.34 $0.00 $0.00 $0.00 $1,449.34 Kent Mills Date: Date: Ii..p:dN'x v, e Gary Shironaka From: Dan Kehn <kehn@long speak.net> Sent: Tuesday, October 22, 2013 8:38 AM To: Gary Shironaka Subject: Re: FW: WCD 015 Gary, Following is the price for full depth asphalt plus wedge. Addition Asphalt 12.21 Tons @125.00 $1,526.25 Additional Grading 27 s.y. @3.00 81.00 Total $1,607.25 Any questions give me a call. Dan --- garyshironakal Ca)growlingbear.com wrote: From: "Gary Shironaka" <garyshironakallai7growlingbear.com> To: "Don Kehn" <kehnCa)longspeak.net> Subject: FW: WCD 015 Date: Mon, 21 Oct 2013 16:57:46 -0600 Gary Shironaka Growling Bear Co (Inc.) 2330 a"' Ave Greeley. CO 970.353.6964 Phone 970. 353.6974 fax ow-vshircpiaka I (rlerowlinebear.com bid(r)erowlinabear.com From: Gary Shironaka[mailto•garyshironakal@growlingbear comj Sent: Wednesday, October 02, 2013 10:12 AM To: pahavelZbhotmail com; Don Kehn (kehnCo lonasoeak.net) TO CONTRACTOR: Growling Bear Inc. WCD NO: 015 PROJECT: Mason Corridor— MAX BRT (South Transit Center) PROJECT NO: OWNER: City of Fort Collins — Engineering Department ENGINEER/ARCHITECT: Aller Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: Concrete Paving Transition to Hot Mix Asphalt (HMA) 7382 This work change directive directs the Contractor to make the following changes to Sheet 04.5 of the contract drawings. Specifically the Owner is changing the concrete/asphalt transition detail labeled "Coitci-ete Pavement to Hot Mix Asphalt Pavement Transition Panel" to that attached to this work change directive. The work shall include supplying materials, installation; complete in place, according to the attached detail. This work change directive is a reduction in Contractor scope of work. As such, the Contractor shall provide a credit to the contract value for this change. This change is being initiated by the City as the detail contained within the contract drawings is not consistent with the Larimer County Urban Area Street Standards. 'Attaclimeni§'(Last Supporting Docuinentsl;; Detail for concrete/asphalt pavement transition It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By:October 1, 2013 wner Date Recommended By: Co October 1, 2013 Construction A nl l�, Copy: Owner, EngineerlArchilect{ Field File- SharePoint eager Date WC0015 COIJCRETE-HMA TRANSITION-10-01-13DRAFT FOR PRICING PAGE 1 OF 0 CH2MHILL. Job No. -7 %Q91- I Sheet No. Job Name '5`0 TIA - -) Z z;r./. 3 JEW45-t-i Date Subject �c>)g Computed By. Checked By L t, E.0 L, QN T r.ELnLLr— S�r + it L 71 ---- — ------- m.ax Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 11/01/13 Contract Change Description East Platform Grade Change Contract Change Number WCD016 / COP051 I Date Received: 10/23/13 Plan Location: See W CD016; east side of STC platform Description of Review: WCD016 was issued to clarify ramp grades at the east entrances to the STC platform. This WCD adjusts the vertical paving and curb grades such that the handicap access ramps that were designed to protrude into the travel lanes could be eliminated. On October 23, 2013 Universal/GBI submitted a no cost proposal for this change (COP#51). Reconciled Total Change Request using allowable costs and markups Total = $0.00 (as described above) tngineer Acceptance: Contractor Acceptance: Page 1 of 1 /0-Z3 -13 Universal Surety PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fart Collins, CO 80525 ATTN: Ron Kechter DATE: 10/23/2013 REF: COP 051 WCD 016 No. 00024 ❑ Shop Drawingsr ❑ Ap' roval ❑ Approved as Submitted ❑ Letter ❑ Your Use ❑ Approved as Noted ❑ Prints ❑ As Riequesl6J ❑ Rctuined AfterLom ❑ Change Order ❑ Review and Comment ❑ Resubmit ❑ Plans ❑ t Submit. samples _. "--•^'�'-.'"n o ,i r� ,v: ❑Reiuiried ❑ Specificmions IE1 Attached ❑ Returned for Corrections ❑ other. ❑ Separate Cover Via: ❑ Due Date: } >. ITEM :.PaCKACE 'SUBNIITAL` DRAW NG . REV . ITEM -NO ; COPIFS'-DATE DES CRtP"fION .. STATUS Remarks: CC: 001 1 10/23/2013 COP 051 WCD 016 Signed: Kent Mills Gp�luinn Universal Surety PCO 051 CM $ 125.00 1 $ OHP 15.00% $ Subtotal $ Subcontractor $ OH&P 5.00% $ Subtotal $ Bond 1.00% $ Insurance $ 3.55 $ Total Costs $ Adjustment $ Time Extension Total Cost Increase $ All rights Reserved 10/23/2013 MHR LS 0 Calendar Days Growling Bear Construction Inc. PROPOSED CHANGE ORDER 2330 4th Ave No. 00051 Phone: 970-353-6964 Greeley, Colorado 80631 Fax: 970-353-6974 TITLE: WCD 016 PROJECT: FC South Transit TO: Attn: Kent Mills Universal Surety RE: APPROVAL: By: To: Gary Shironaka From: DATE: 10/3/2013 JOB: CONTRACT NO: Number: Unit Cost: Unit Tax: Lump Sum: Lump Tax: Total: By: Kent Mills $0.00 $0.00 $0.00 $0.00 $0.00 Date: Date: e.M1wr��� m rt t Vt,% X WORK CHANGE DIRECTIVE 5' TO CONTRACTOR: Growling Bear Inc. WCD NO: 03 PROJECT: South Transit Center PROJECT NO: 7382 OWNER: Erika Keeton ENGINEER: Ron Kechter The following additions, deletions, or revisions to the Work have been ordered and authorized: at the NW Corner — ASI #7 - Change Order Proposal #15 This Work Change Directive authorizes the site re -grading at the NW comer, per ASI #7 for the amount of $1,076.69. The attached spreadsheet clearly shows the differences in cost of earthwork, additional survey and mobilization, as well as credits and additions for other items of work not identified in your Change Order Proposal #15. Once all of this work is verified in the field, a Change Order can be executed for this work. The plans did not show the connection to the MAX BRT Guideway and the elevations had to be adjusted on the South Transit Center site to connect to the guideway, plus curb and gutter had to be eliminated, the retaining wall lowered, sidewalk added and landscaping adjusted to accommodate the connection. Costs for COP #15 — ASI #7 NW Comer Grading Spreadsheet Change Order Proposal #15 — Site Re -grading, NW Corner It is understood that this Work expect a Cha a der reque Ordered B� Reviewed By: Copy: Owner Engineer FieldFile- SharePoint STC WORK CHANGE DIRECTIVE 03 hangeADirective may change the Contract Price and/or Time, and is evidence that the parties for ap I oval to subsequently follow this Work Change Directive.�f �-' \ 1, ((O / 1 3 Owner Date �-I2-13 Construction K4ag6ger Date PAGE 1 OF 1 maxWORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: 016 PROJECT: Mason Corridor — MAX BRT (South Transit Center) PROJECT NO: 7382 . OWNER: City of Fort Collins — Engineering Department ENGINEERIARCHITECT: AIIer Lingle Massey The following additions, deletions, or revisions to the Work have been ordered and authorized: Platform Ramp Grades This work change directive directs the Contractor to make the following changes to Sheets C2.2, C2.3 and C4.8 of the contract drawings. Specifically the Owner is changing the handicap ramp grades slighty, to delete the extended ramp detail. This change directive shall be considered by the Contractor as additional grade changes to that provided for in work change directive 08, thus superced ng any grade changes made at these ramp locations. The work shall include' supplying materials, installation; complete in place, according to the attached grading plans. This work change directive is a grading plan change only. This flange is being initiated by the City as the ramp grades as designed will extend the handicap ramp into the drive lane. Mpttadtiments (tisf Supporting,Documenfsj.< Redlined Sheets C2.2, C2.3 and C4.8; updated grading plan details It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. 1/ lr Ordered By: October 1, 2013 caner pale r Recommended By: & October 1, 2013 Construction A nager Data Copy: Owner, EngineerlArchilect; Field File- SharePoint WCDOIG EAST PLATFORM RAMP GRADES_10-01-13_DRAFT FOR PRICING PACE 1 OF I rtb N wwrsv O o- - -svK� C2.2 1 I}f ul I [W] U� F-�0 x 0.~ LL OpLL LL 0 H U N ncwrzc-s O U rc 2' o I. c"IVY�wwascw— aroc r �� �. i c m ry r. a ..+ •• I_ T I � TNNiT2RA -AT y _ nv - C2.3 O _ II LU UL O. ro' w - 1 I ' J�r,mcSO •uwK �' I ` ZZ 4Q .' �NVtW •:uw Wl.tl, �[- Q i I/N}Y M1 1,�� •.. Oa I �^ r •o-r.« CCCC _______________� _________ N J Z J Z. j - , 3 NORTHFURB RAMP DEWLLL It n ro Z 0_F FOS�1�_ BLVD 'CONNECTION DETAIL Jtj ro-r rcFwi} c..s s °wm n } _ 1 �}( InBVi59 adRlO dl1(1 1 _ ?. ry-,a;',Y%} ",.\�°p ��•a° i s J� LIfv01dR2i18a25� � M%.ns -a,a •_=�aa� - ry � r (� :13:f�P0 d13CiRy',' � � �, � r [aa•• l.'': �- «a+ wvc rw' � � LIdnS ( �ll� ne DSO DEW cU -URU _RAIAP pETAP►ETH UR�RANP DEW w �: - ' C4.8 FG 18.20 f - FG 17. I / / / / I / jrI / 1 ' / / I KI-6:rss r.; ` yzi• �- FG 1 16.70 --- IT - SEE FOR ADA RA / TC/ /1 FL 1 / I TC' FL 1 s'Z Soum of"l - max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/27/13 Contract Change Description DA Paving Joint Details to concrete paving Contract Change Number WCD017 / COP054 Date Received: 10/10/13 Plan Location: See RF1072 Description of Review: DBE Manufacturing Quote (Page 51 DBE Manufacturing has provided a material quote for 1-1/2" epoxy smooth dowels. There is a hand written estimate of 100 dowels at $12.17 per each. Dowel materials: $1,217.00 Markup on permanent materials (15%): $182.55 GBI Change Order Proposal Review (Page 4) Concrete Labor. GBI has used their houdy rate for concrete labor to install these dowels. However, as discussed, GBI will not be performing the work. From our conversations, Red Willow will be placing the concrete pavement. As the City does not have any labor rates for Red Willow, we are proposing an average rate of $40.00 per hour (R White as a comparison is $32.00 per hour). Concrete Labor: 11 mhrs x $40.00 = $440.00 Freight: $700.00 Forms: $350.00 Grease: $75.00 Subtotal: $1,565.00 Markup on subcontractor (5%): $78.25 Subtotal 2: $1,643.25 Total cost with materials: $3,042.80 Insurance at $3.55/$1,000: $10.80 Bond at 1% of $3,042.80: $30.43 Total Cost for Change: $3,084,03 Reconciled Total Change Request using allowable costs and markups Total = $3,084.03 (as shown above) //,;� 11 A'TLk Engineer Acceptance: Contractor Acceptance Page 1 of 1 Aci' m-10-13 Universal Surety TRANSMITTAL No. 00015 PROJECT: FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 10/10/2013 REF: COP 054 Added Rebar per (RFC072) µ/cz;10/7 WE R6 . ANTI -,ate. ❑ tit ❑ Yam Use ❑ ApWwcd a blared ❑ man ❑ A: Rapmwd ❑ Rmmmd Aber tt® ❑ w ceder ❑ Rc iem and Ce ❑ Rembma ❑ Plars ❑ soft SENT VIA:' """ ` • r-- .. ... .. - - ❑ Rcnnw t ❑ spmdtom ❑ AW bm ❑ Remand fm Coaauws ❑ odv 10 co v va ID D. on. ITEM PACKAGE SUBMrITAL DRAWING REV, ITEM NO. COPIES DATE DESSCRIP'RO:t - STATUS 001 1 10/4/M13 Added Rcba pet RFi072 Remarks: CC: Signed: Kent Mills Feb® e 1 Universal Surety PCO 054 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase All Rights Reserved $ 125.00 15.00% 5.00% 1.00% 10/4/2013 3,455.97 LS 3,455.97 34.56 3,490.53 0 Calendar Days $ 3,490.53 Z Growling Bear Construction Inc. PROPOSED CHANGE ORDER No. 00054 2330 4th Ave Pbo= 970-333-69" Greeley, Colorado 8W I Fax: 970-353-6974 C TITLE: RFI 072 Added Rebar DATE: 10/4l2013 PROJECT: FC South Transit TO: Attu Kent Mills Universal Surety RE: To: DFSCRI P ON OF PROPOSAL From: JOB: CONTRACT NO: Number: Add I I/2' rebar added in revised detail DA per RFI 072. Price is only for quantities and sizes listed. Aditanal quantities will be extra. Crease caps are not available. Item Demription - Stockf Qaautity, Units Unit Price Tax Raft Tax Amour t Net Amount Cowl Ad&MnW Rcba lim is S3.45230 0-00% Sam $3,b5'_30 00002 tasmance Jim IS S3.67 0.00% SQAO S3.67 Unit Cost: $3,45597 Unit Tax: $0.00 91V44le r' 75- Lamp Sam: $0.00 �'/792 Lump Tax: $0.00 /Jf �• /93. &0 Total: $3,45597 80 404,L {7m .00 fv,,,n f j,T•e A o �Z,S3S.8� /nbo� 624•00 j3.60 f?ZS3.go /eaa APPROVAL: By: Crary Shironaka Date: f 1264.4s ! 14,P : 3, By: Date: Kent Mills L Costs for C #15 - ASI 97 NW Corner Rearadina l DESCRIPTION ITEM # QUANTITY UNIT UNIT PRICE TOTAL Elimination of retaining wall (Price is / SF of LS Wall) CDOT 2012 CD504-008255 -60 SF $ 27.41 $ (1,644.60) Elimination of striaght curb & gutter GBCI SOV -66 LF $ 15.00 $ (990.00) Sidewalk Changes GBCI SOV 4.44 SY $ 78.50 $ 348.89 Add Shurbs CDOT 2012 CD214-00350 5 EA $ 41.37 $ 206.85 Eliminate Type 1 seeding CDOT 2012 CD212-00006 -0.01 AC $ 520.10 $ (7.74) Eliminate Crusher Fines 304-06007 -6.26 CY $ 24.17 $ (151.29) Add Type 1 Cobble CEI SOV 06-00503 0.67 CY $ 131.00 $ 87.33 Revised grade in the area CDOT 2012 CD203-00000 66 CY $ 7.06 $ 465.96 Additional Survey CDOT 2012 CD625-00001 8 HRS $ 137.84 $ 1,102.72 Mobilization 1 LS $ 1,000.00 $ 1,000.00 Cost of Work Subtotal $ 418.12 Subcontracor M/U @15% $ 62.72 GBI M/U @ 5% $ 20.91 Cost of Work Total $ 501.75 GBI Staff Costs ISuperintendent I 4 HR Project Manager 2 HR $ 2,782.50 $ 1,760.00 $ 1,170.00 $ 5,712.50 $ 395.25 $ 305.39 $ 6,413.14 S $ 80.00 $ 320.00 $ 320.00 S $ 85.00 $ 170.00 $ 170.00 GBI Staff Costs Subtotal $ 490.00 $ 490.00 GBI M/U @ 15% $ 73.50 $ 73.50 GBI Staff Costs Total $ 563.50 $ 563.50 Total $ 1,065.25 $ 6,976.64 Additional Bond @ 1 % $ 10.65 $ 69.77 Additional Insurance 3.5511000 $ 3.78 $ 24.77 Grand Total $ 1,079.89 $ 7,071.17 GBI Staff Costs Total $ 563.50 $ 563.50 Total $ 1,065.25 $ 6,976.64 Additional Bond @ 1 % $ 10.65 $ 69.77 Additional Insurance 3.5511000 $ 3.78 $ 24.77 Grand Total $ 1,079.89 $ 7,071.17 ("N GROWLING SEAR CONSTRUCTION CO WORK PACKAGE SHEET PROJECT: 0 WORK WIRK: kROR• S MYS PDR W01K0 ESTIMATED OY: GARY ONIRONAKA a 114 PER MY DATE: 11011500 RAUIPMONT - S MYa PER WEEK 0 REVISION Q IHOURS PER MY WORK PACKAGE NUMOSR: COP 0114 WORK PACKAGE DESCRIPTION: ADOITONAL REDAR LIN ?aMOVMIAARY RIPaRENCE _ THII WORK PACRAOR Is INCLVOEO ON USE to LINE ITEM DVMMMY ahART WA Aa ITEM 1000 TAA AND 06 /tlOWN AtTn 6OW AMOU IIT= NAP 0do% 0,00% I % 0 9CUIP au TOT Ea4691741:Q9.. E�ATR01A',003 sr <,' « ':'d?"- r7'1•'`dd'XDOI 864�* UP05171OW PAT VANi N L " U fl NAY RAYN TOTAL 1 Still ' 0 0 E 0 0 1 muc 10�00 / 1 1 q. g 1 1 1 / 0 0 o 0 q 1 1 1 ' • 1 1 tl UP MEN A RAO¢DORt PER NA• A 1 +0.00 AVa 0 M¢ WORK PARKA AtINIT/PRDOl10TNTY ¢ATA MIA IOURCA: IAun"fV (TRW OEOCRIPTION OMNT UNITS PROD. y PER MIN PER ARCO N DURATION CALCULATION 0 PILEIOHT I La o 0,00 0,00 am (TOTAL MIW#HR$ PER MY) A PORMO 310 LP 1000 SIRS 000 0,40 1 ORMSa 10 M 0 000 0,00 000 0 0 0 000 0.00 000 a 0 0 0,00 0.00 am i 0 0 coo 0.00 0100 1 0 0 0,00 000 Da0 q 0 0 0.00 am am UNIT PNIGINa RXTM61ONSI aUMWAY ,Taw q PRSIONT 1 L0 1 /0.00 1 1 1 1 T0000 1 i 1 1 TN.00 S TOPMO 700 LP 1 1 ,T/ 1 100 / 1 1 f 1 3I1.00 i 1 1 TSA.00 A ORMOa 10 EA OD 1 MOD 1 1 1 1 71,00 + q a a 1 � 1 t 1 / 1 • 1 � / + ' T o o a 1 11 / 1 a 0 0 1 t 1 1 I � a 1 / / T 19'Pe lar 0 09/05/2013 16:55 9705060579 I DBE MANUFACTURING & SUPPLY, LLC t 431 5 IA SnM GTcelcy, CO 90631 1951 wea 28t1t Sao! Otaky, CO 0634 353-&IATzf Estimate Oae Eamasrs Sill7017 13.2t37 OwaWksn Qty UAN Case Tool Sotdh Tratm Cmw Flt. ChUms I I.Ta30'EpngSmotnbBar(6011�3(r) 1117 133 1. [init pttosoo mis gcaaattato etca�tfittms nc pme6amd 0.00T Stpv=qy joU 2. MatmdGUIY.kOIMALLATIGZSUNLESS OTR WKENMM 3. bias ax F 09. • D86 Mt$• SapPhro yard v6lm olhaava giEim 2 / 7, a. U6taadiog otrtp¢titl liyodms, ddeteced 5. PWfthtot tams me NO 30 days from dam oficvoicr, mhject to eredd esw t�3a6per tloutce is mn ee dMIDei as cu Pest duct 3 y atu M it oat dKI-dad aatmnd a we tpedfied. /00 Lbnst(1 x 17.171., /7 R PritsS ma Good forll dels Dam dle Q¢a�th"aga0t*tiaq 9. Aqv (epd tees muting m the enllettla4 oipW doe bd�is me tuPorrit ty of the :p . 10. Ddi.aV tmie 1 west Oac7 d=ofaaier It. WotreNOiearAcdDS6*=qwy- 17, tpuatity is NOT gvacmmi, q!®se do yam aan rate nff 13. Oane ode+ is ptM04 w cmrrdla is w allofta Sates Tax lhmk you the cm idC us a4 dsit Vojta Total 47•- P To4 Free3 w �392 970.392ygpp 7ffi 866-949-114q 18 WVd A1*M 38t1 9686-d6&-0L6 P0:6'. 6?07,/10180 ak M In ' IZ'%.00 s w MAAGNlI SLU MwwAve,, m TRANSVERSE NTREACTION E�PANSIDN JDINTic tK I"N"mAI ART IN NDN9111K0 A Un WI1a. lxUl DC "WED ID IK 1" INI M 1K FINE. NTTW 9 GA L vl DA] . • � � m � IITUDINAL LONGITUDINAL' „TION'JOINT Q(STRUCT[DN JOINT NIU WCMEKD WYJr 141 IN, WL..A011) rap all teWAG KEYWAY LONGITUDINAL CogiIOTIDN JDINT Inc am a r <rw. RAANENT roomm (1),"' a M Aewx ON IK 0.MR. AAV[NENI DOaD(!S (1) Ia IM Slif '.%UQIG I aI IN. I IN.et I10 W. N..! Lli I4. � GLNCG SInLU DKMG RMIU 0 t[SS y o nu. r A A utt[Dea Lao ' A RGwwru aoww m. INLET OR MANHOLE n!. tRI%Mr[Ix[ v D[NI IY'.i! CAST IN -PAVEMENT il[ IM! ONAUL 10 TIE BINS OR MRMN[O two RI[[e • 1I/] 1 L%RACIa9 r 1M 9Nf ,.• `.�Lr1�b 1 • • v • INSIUL TRM%VtAle ART At © • r ® WITH a0NW1 CGKAS IF Oj b ONM IN AI. OR Lwal I•NW, MALN LONGITUDINAL :TRANSVERSE 'AI AU!S1 CONSTRUCTION JOINT CONSTRUCTION JOINT ' ` . iZ� CURB'INLET BD%OUT `' iw% a L-� AWt SCAANi .. - NINMlple rD N[cI Mnox .„AELk.(3(ME AINTC9 NINOIN HAPL .-�- Roan enrMon �4r•A[L[u SECTION A-1r�I UP[A LLL......10 NGI A;uro w4oC0 � r $� otA BACACn An0 SIRaCTWG MLd1l'Lr DOWELED 'TRANSVERSE SEAL AT�,�I -`�IWL Ba D.n ra LwAnwtuu, Alun SECTION B-B CONTRAC TIDN JOINT QDNSTRUCTIDN JOIN 1 NM 1.011. ri. IN niDTK 9¢ GWER SWILL K wwouo n nMnc "IT NNILOIso AA R a DIKR MRRM[D SAWED JOINT �. NOW& IIIRi MIMI$ MILOI O. om uter F to Information Sheet Revle ono Cotoraoo Department of Tranaportatlan CONCRETE S9'ANDARD PLAN: NO. cunllnn IInI.I nvn./arz Inumin 13 Oula rommml. Axol tort NLasuu A.N'. I WI uNeneneon MINI oR/05A00 Imnnsl uw OE•D Rur DNmN;CN uaaq 00222 6.I1I ....x.L.IOL..R.,R,D.. A.N..... fay. - _-- >faNAI fJDJ1 Aat-aoaA. PAVEMENTJOINTS n�-aiz-I ero• n. Nam.l nxNloeal.Wn• - - RI+WAeAd rail f8031YSA-1160 ... ................ ,_... ®' Project Daveloornont Branch -0D/LTA I- b.x.a an P,.i... In ... NN,,e.t 01.1n Rn AWN D.. 2000 Shect No. 5 ors N maxWORK CHANGE DIRECTIVE TO CONTRACTOR: Growling Bear Inc. WCD NO: PROJECT: Mason Corridor— MAX BRT (South Transit OWNER: City of Fort Collins — Engineering Department ENGINEER/ARCHITECT: Aller 017 PROJECT NO: 7382 The following additions, deletions, or revisions to the Work have been ordered and authorized: (Title of WCD): DA Paving Joint Dowels This work change directive directs the Contractor to add doweled expansion joints to the STC site concrete paving. This work is being added through this WCD as outlined in RF1072. The work shall include supplying materials, installation; complete in place according to CDOT M Standards and STC specifications. The work shall be priced and paid for as a lump sum addition to the contract. The work will be paid as a % complete based on the progression of work. This change is being initiated by the City as concrete expansion joints were missing from the design. Attachments (List Supporting Documents): r It is understood that this Work Change Directive may change the Contract Price and/or Time, and is evidence that the parties expect a Change Order request for approval to subsequently follow this Work Change Directive. Ordered By: ���I ' _ October 27, 2013 ner Dale Recommended By: r & October 27, 2013 Constmctlon M ager Date Copy: Owner; Engineer/Architect; Field File - SharePoint WCD017_DA PAVING DOWELS_10-27-13_FINAL PAGE 1 OF 1 Project: Location: From: Request for Information Growling Bear Co., Inc. Fort Collins South Transit Center 4915 Fossil Blvd Patrick Sherin To: Matt Newman, A-L-M Reference: Drawing No: C2.0 PM: Phone No.: Fax No.: No.: 72 Date: 7/23/2013 970 353-6964 /970-534-0450 Action Requested: x Clarification x Direction Approval Detail No: CDOT M-412 Information Needed: Pavement joints confirmation Sheet C2.0 note 38 Concrete pavement joints, 15' O.C. EW. Per CDOT Standard Plan NO. M-412. Please confirm details C. D & F are to be used for construction / control ioints Submitted By: Patrick Sherin Response: Contractor shall use the attached jointing plan and details as provided for in M412 of the Standard Specifications. Modifications to this plan can be made by the Contractor based on pour patterns and field layout of joints. The Construction Manager or his representative shall be consulted for approval before paving joints are changed or reconfigured in the field. Joints shall be a maximum .of 15-ft OC EW. —Keith Meyer By BRT Construction Manager Date July 27, 2013 (TYP) 2s 133 � -y- (TYP) '/" BELOW 9erA sea1WM M APPREACE1 MINT 18�J Ca1CRElE Am I p1IpWPT am SEE BRIDG P m EDP Of SIGN 1' BRIDGE APPROACH 12' r K�„ 192' Coeled down - DAJ Udt EXPANSION JOINT L s M• CARS EBB ED TRANSVERSE LONGITUDINAL :ONTRACTION JOINT CONTRACTION JOINT oresPM1 8 A ENED (LONGITUDINAL WEAKENED ieetm eveee°we T) PLANE JOINT) THE TRANSVERSE MINT IN MONOLITHIC CEPS AND COTTER COALL BE $TWEE TO THE SAME DEPTH AS THE PAVEMENT. BOTTOM a SAW CUT L T/R W T . IYi L %x e O LONGITUDINAL CONSTRUCTION JOINT ME ONLY IF T i 8 IN. TERM ONLY FEMALE KEYWAY ]6"ACiFS. A KEYWAY IS ALLOWED 10VtTIE TIE BAPS FACILITATE IR 0E EENI 15•TIE BASS OR APPROVEDVzn0 PIa[ COMcrad n e O O LONGITUDINAL TRANSVERSE CONSTRUCTION JOINT CONSTRUCTION JOINT YE TOWEL SPACING ° IN TRAVEL LANES 9' 9' ON THE PLANS. in RIGID WELDED ° • e A5419Y DOWELED TRANSVERSE CONTRACTION JOINT JOIn, SEALABLE Yi' °1" f YIN./1. sL DIA BALN[ARED SEAL AT �--® CONSTRUCTION JOINT ♦W� 1 0 LONGITUDINAL CCONTRUCTIDN JOINT 15E ONLY IE 1 < B IN. SEALANT NOTE PAV[MENI THICKNESS (1), 511N BE AS SHOWN LN THE PLANS, PAVEMENT THICKNESS IT) DOWEL BIB DIAMETER 1 <8 IN, I HE 8 IN S10 IN, 125 IN, ID In. I c 15 IN. I.5D IN, REINFORCING SIZE TABLE ❑E BAN SRE IS N1.5 WHEN PAVEMENT IS RKCD On NRIIIMD SASEs, TIE BAD IS WE6 WHEN PAVEMENT IS PLACED ON LIME TREATED SUIT, ASPHALT OR CEMENT TREATED, MILLED AaNdHT,a1 NECYCLED ASPHALT BAYS, DDND IIPICII TONE BREAKER 24'K 0i(AK[B RADIAL 0 '' L[SS —T 'I? MEN. QR DR(y I�� C QaVO INLET OR MANHOLE CAST IN PAVEMENT INSTALL IRMSVERSC AINI A WIN 0=1 COUNTERS IF COHOUT IS 8 It. OR LONGER. B• HN_MFIII /I/• RECESS IRLo OR 4:1 TAPER MAh"B" TO MEET A°RON Ip„ i IS EE JOINT O DETAIL) NIN 'J— BOND BREAKER I/; RECESS SECTION A —A 'MIN T. 'e KNELT OR ww¢E 161 iIAR ° YCEI ... j{' BIA BILNFP RIND SID161U11E. E SEALL BC OA FOR LONACTIDINA JNMS ALONG TABS 14 FT, IN WIDTH. SAWED JOINT CURB INLET BOXOUT SECTION B-B BOLO BREAKER %&I BE COMPOSED DF PLASTIC SHE ET, BUILDPIC PAPER OR OTHER APPROVED WATER]& THAT PREVENTS OMING. Creation Date: 07/04/12 Initiple: DD I� Dote: JDGGL rrovRONONs Comments Colorado Department of Transportation 1201 East Arkansas Avenue _-- �T penver, Colorea. Bo222 Pane. (303)757-9083 Pay: (JDa) 959-9e20 Project Development Branch DD/LTA C.ONr. ZETE 7�7 PAVEMENT JOINTS STANDARD PLAN ND. Lost Modification Dale: 07/24/1] Iniliole: LTA 0724/12 cn�.v, a n. m gtlry ,�� a A'I-412-1 FWI PoIhv...colomtladptinfo/Nueines./aesignsupvart Drale File Name: 41zam5as.a n Issued BY: Project Development Brunch on Judy 4, 2012 L Sheet No. 5 of5 ca vr,: Waroacton vs Stew: NO to Ya. LMz Ercish Q� max Contract Change Request Review Form Contractor Universal Surety Contract Number 7382 Date Reviewed: 10/27/13 Contract Change Description Add downspout connections to storm drain at platform Contract Change Number W CD019/COP057 I Date Received: 10/18/13 Plan Location: Reference WCD019; Gridlines 3, 5 and 19 Description of Review: W CD019 was issued to address missing details regarding downspout connections to the platform storm drainage pipelines. This work was initially described in RFI085. This work cost was presented to the City by GBI in COP057. GBI Estimate of work (pane 3): GBI provided pricing and a separate quote from Lind's Plumbing for this WCD. This is summarized and checked as outlined below. 1. Lind's Quote $3,286.00 2. Project Manager 1 hr at $85.00 = $85.00 3. Superintendent . 1 hr at $80.00 = $80.00 markup on labor (15%): $24.75 markup on subcontractor (5%): $164.30 Subtotal 1: $3,640.05 Insurance at $3.55/$1,000: $12.92 Bond at 1%: $36.40 Total: $3,689.37 Reconciled Total Change Request using allowable costs and markups Total = $3,689.37 (as described above) Engineer Acceptance: Contractor Acceptance: Page 1 of 1 f I 6oejvt5;p ld-ov-l? Universal Surety TRANSMITTAL No. 00021 PROJECT- FC South Transit TO: Fort Collins South Transit Center 4915 Fossil Blvd Fort Collins, CO 80525 ATTN: Ron Kechter DATE: 10/18/2013 REF: COP 057 Additonal Storm Piping ReferencrjR-055 W00/1 AIBrr Mm FOR'.* ' ❑ Shop Dmwings 0 Appmval ❑ Approvcd m Submitted ❑ Letter 11 Your use El Approved as Noted ❑ Prints El As Requated 11 Relurned After Loan ❑ Change Order ❑ ReviewandCanumnt El Resubmit ❑ Plans ❑ Submit El sampics Relumd ❑ specifications I0 Attached ❑ Rctumed for Co aicns JEI Other. ❑ sep=lc Coves Via: HOM4,6 bkANV-'- 66i - 6 , P C GE�. SUBINIMAL, 1N'G_--,;,RE.V.� W,-COPIES DATKw- DESCRIPTION:-,- STATUS, Remarks: [frig 001 1 10117/201 A COP 057 additonal storm piping Signed: Kent Milk Universal Surety PCO 057 CM OHP Subtotal Subcontractor OH&P Subtotal Bond Insurance Total Costs Adjustment Time Extension Total Cost Increase All rights Reserved 10/17/2013 $ 125.00 1 $ MHR 15.00% $ $ 3,652.39 LS 5.00% $ - $ 3,652.39 1.00% $ 36.52 $ 3.55 $ - $ 3,688.91 0 Calendar Days $ 3,688.91 I