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Home My WebLink About20201372.tiffRESOLUTION RE: APPROVE AGREEMENT FOR SERVICES FOR COUNTY ROAD 49 PARKWAY EMERGENCY REPAIR WORK AND AUTHORIZE CHAIR TO SIGN - TML CONSTRUCTORS, INC. WHEREAS, the Board of County Commissioners of Weld County, Colorado, pursuant to Colorado statute and the Weld County Home Rule Charter, is vested with the authority of administering the affairs of Weld County, Colorado, and WHEREAS, the Board has been presented with an Agreement for Services for County Road 49 Parkway Emergency Repair Work between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and TML Constructors, Inc., commencing upon full execution of signatures, with further terms and conditions being as stated in said agreement, and WHEREAS, after review, the Board deems it advisable to approve said agreement, a copy of which is attached hereto and incorporated herein by reference. NOW, THEREFORE, BE IT RESOLVED by the Board of County Commissioners of Weld County, Colorado, that the Agreement for Services for County Road 49 Parkway Emergency Repair Work between the County of Weld, State of Colorado, by and through the Board of County Commissioners of Weld County, on behalf of the Department of Public Works, and TML Constructors, Inc., be, and hereby is, approved. BE IT FURTHER RESOLVED by the Board that the Chair be, and hereby is, authorized to sign said agreement. The above and foregoing Resolution was, on motion duly made and seconded, adopted by the following vote on the 11th day of May, A.D., 2020. BOARD OF COUNTY COMMISSIONERS WELD COUNTY, COLORADO ATTEST: ddt.444) JotA Weld County Clerk to the Board Mike Freeman, Chair Stev BY: Deputy Clerk to the Board APPRO D Attorney Date of signature: 5115/2-0 Kevin D. Ross CC: PW (DD Isi4/ER/c H) 511'3 /2O 2020-1372 EG0078 rit BOARD OF COUNTY COMMISSIONERS PASS -AROUND REVIEW PASS -AROUND TITLE: Emergency repair work on 49 Parkway (U.P. Rail Crossing) DEPARTMENT: Public Works DATE: 4.28.2020 PERSON(S) REQUESTING: Don Dunker and Josh Holbrook Brief description of the problem/issue: Weld County Parkway is currently down to two lanes just north of WCR 54 by the Union Pacific Rail Crossing, due to concrete panels which must be repaired by U.P. Public Works staff had a meeting on site with U.P and determined that there are a couple of reasons why the U.P panels continue to break. Public Works recommended that we replace the existing 18" Hot Mix Asphalt section with an Asphaltic Plug Joint to help with the expansion of the concrete roadway after U.P. replaces the damaged panels and U.P agreed with this approach. Public Works has contracted out this work in the past and only one company has been awarded this work, TLM Constructors out of Greeley. Public Works contacted six companies for price quotes, and we received only two quotes. One quote is from TLM out of Greeley for a total amount of $43,717.00 and ABCO Contracting, Inc out of Denver for a total amount of $55,000.00. Both contractors cautioned us that the factory that produces this product has been shut down due to COVID-19 and they only have few months of supply left. Delays in securing a contract for this work may lead to a chance that this product will not be available by mid to late June. We did discuss this with Rob Turf Purchasing Manager, and he agreed to move forward with a pass around. Attached to this pass around are pictures of the area that needs repaired, the asphaltic plug joint product specs and price quotes from TLM and ABCO. Public Works will use funds that have been budgeted in 2020 for WCR 49 Parkway Maintenance. What options exist for the Board? (include consequences, impacts, costs, etc. of options): 1) Place on the next available BOCC agenda. 2) The Board may request a work session to discuss this further. Recommendation: Staff recommends approval for TLM Constructors to complete this emergency repair work on WCR 49 Parkway for a total amount of $43,717.00. Approve Recommendation Mike Freeman, Chair Scott K. James Barbara Kirluneyer Steve Moreno, Pro-Tem Kevin D. Ross Attachments: UP Rail Crossing Pictures Asphaltic Plug Joint product specs Price Quotes from TLM and ABCO Schedule Work Session Other/Comments: cc: Jay McDonald, Director of Public Works Elizabeth Relford, Deputy Director Curtis Hall, Deputy Director 2020-1372 05 A1 CC'. PLO SH /OO) OSf 11 / 610 Karla Ford From: Sent: To: Subject: Yes I approve Kevin Ross Thursday, April 30, 2020 9:00 AM Karla Ford Re: Please Reply - WCR 49 Parkway repair work pass around Sent from my Verizon, Samsung Galaxy smartphone From: Karla Ford <kford@weldgov.com> Sent: Wednesday, April 29, 2020 3:31:46 PM To: Kevin Ross <kross@weldgov.com> Subject: Please Reply - WCR 49 Parkway repair work pass around Since you won't be in tomorrow, could you review and let me know if you approve recommendation? Thank you sir. Karla Ford Office Manager, Board of Weld County Commissioners 1150 0 Street, P.O. Box 758, Greeley, Colorado 80632 :: 970.336-7204 :: kford@weldgov.com :: www.weldgov.com **Please note my working hours are Monday -Thursday 7:00a.m.-5:00p.m.** Confidentiality Notice: This electronic transmission and any attached documents or other writings are intended only for the person or entity to which it is addressed and may contain information that is privileged, confidential or otherwise protected from disclosure. If you have received this communication in error, please immediately notify sender by return e-mail and destroy the communication. Any disclosure, copying, distribution or the taking of any action concerning the contents of this communication or any attachments by anyone other than the named recipient is strictly prohibited. From: Marjorie Caudill <mcaudill@weldgov.com> Sent: Wednesday, April 29, 2020 1:28 PM To: Karla Ford <kford@weldgov.com> Cc: Josh Holbrook <jholbrook@weldgov.com>; Jay McDonald <jmcdonald@weldgov.com>; Don Dunker <ddunker@weldgov.com>; Elizabeth Relford <erelford@weldgov.com>; Curtis Hall <chall@weldgov.com> Subject: WCR 49 Parkway repair work pass around Please ask the Commissioners to review and sign the attached passaround at their convenience. Thank you! Marjorie Caudill Accounting Clerk Public Works Department 1111 H Street, PO Box 758 Greeley CO 80631 1 • 6 1'dr �� •• •_ q ' _ ' •• • .. h 4- 1., i ati a' .• • - •L • 1• `• ( .t • r . ir r r . ♦ ' 4. ,' ' ,. I. :'. , .'r t • • . • [ . ', 4 1.,►.• ,:.c ,.'•• t•, tsrileoccorke4 4:Yr s _ t.,;` w •... ' , , I. .• " I .* `ti -E a ., i. •• . • n 414, I I I 1 I I Greeley Office: P.O. Box 336638 Greeley, CO 80633 Ph: (970) 346-8323 Fax: (970) 346-8324 (CONSTRUCTORS; Swink Office: P.O. Box 505 Swink, CO 81077 Ph: (719) 384-5956 Fax: (719) 346-5959 QUOTATION To: Weld County Attn: Josh Holbrook jholbrookaweldgov.com Job or Project: Asphaltic Plug Joints on WCR 49 Parallel to the UP Railroad Date: April 10, 2020 TLM Constructors, Inc., will furnish all labor, material and equipment to complete the following scope of work at the following unit prices. Item Description Quantity Unit Unit Price Total 518-01001 Asphaltic Plug Joint (6 Inch Thick) 208 LF $ 184.00 $ 38,272.00 626-00000 Mobilization 1 Each $ 5,445.00 $ 5,445.00 Additional Material (Per CF) 1 CF $ 173.00 $ - TOTAL $ 43,717.00 Notes: • Asphaltic Plug Joint — Quoted price includes sandblast prep and installation of an 18 Inch wide by 6 Inch thick Asphaltic Plug Joint. Material used will be Thorma-Joint Asphaltic Plug joint and will be from the CDOT APL. Quoted price excludes steel bridging plate because a joint opening is not present. Quoted price is based on removal and a 2 inch thick asphalt patch being placed by Weld County forces prior to TLM Constructors mobilization to the project. • Mobilization — Price is based on one mobilization. TLM Constructors does anticipate one day prep time without work between phases 1 and 2 to allow County forces to complete removal and asphalt patching, this is included in the 1 Each Mobilization unit price. Additional mobilizations beyond this note if required will be billed at $1,500.00 Each. • The above quoted work is estimated to be completed in 4 work days (2 days per half of roadway). TLM Constructors will require that traffic be shifted to north bound lanes then to south bound allowing TLM to have half of the roadway to work in at a time. Traffic Control to be provided by others. TLM Constructors will not be held responsible for lane rental fees or additional costs for traffic control. • TLM Constructors will not be held liable for heaving or settling of the Asphaltic Plug joint caused by movement of the Concrete Roadway or the existing Railroad Track. Exclusion: No Environmental management No Permits or Fees No Testing No Railroad Insurance or Permits No Traffic Control No Engineering/Design No Surveying No Retainage Terms: Signature affixed hereon constitutes a binding contract between Contractor and Customer. Customer agrees to payment terms and conditions and the project unit price(s) as quoted. Payment in Full upon completion of our work. A 1.5% FINANCE CHARGE (which is an Annual Percentage Rate of 18%) will be added each month to all past due accounts. Conditions: 1. Prices quoted herein include Sales, Use and Transportation taxes. 2. This quotation may be withdrawn or modified by TLM Constructors, Inc. if not accepted within 10 days from date. 3. Delivery of products or performance of services herein quoted is subject to delays occasioned by circumstances beyond our control. Accepted By Date Mike Freeman, BOCC TLM Constructors, Inc. ned .(YGit.91L .L-- inelles- e / Title Aaron L. Mills President This quote is submitted in duplica n in the space provided above and retum one copy to us. 00,80 " /c37,— CONTRACTING, INC. Contact: Zach Hood Phone: 303-288-4140 Email: zach@abcocontracting.com Quote To: Phone: Fax: Weld County Public Works Joshua Holbrook 970.304.6496 Job Name: Date of Plans: Revision Date: Date: WCR 49 & 54 UP RR Crossing 4/21/20 ITEM DESCRIPTION QUANTITY UNIT UNIT PRICE AMOUNT 20 Bridge Expansion Joint - Asphaltic Plug Joint 208.00 LF 250.00 52,000.00 40 Mobilization 1.00 EA 3,000.00 3,000.00 GRAND TOTAL $55,000.00 NOTES: Inclusions: -BRIDGE EXPANSION JOINT(ASPHALTIC PLUG) PRICE IS BASED ON 6"X 18" BLOCKOUT. INCREASE IN DEPTH OR WIDTH RESULTING IN AN INCREASE OF MATERIAL WILL BE PAID AT $55.00 PER LF INCH. -INCLUDES PREVAILING WAGE IF NECESSARY. -EACH MOBILIZAITON @ $1,500 EA. Exclusions: -WE SPECIFICALLY EXCLUDE: BOND, TAXES, PERMITS, FEES, TESTING, STAKING, SURVEYING, TRAFFIC CONTROL, NIGHT LIGHTING, FALL PROTECTION, EROSION CONTROL, REMOVALS, BACKFILLING, ASPHALT PATCHING, LANDSCAPE RESTORATION AND DRAINAGE OF LESS THAN 2%, UNLESS OTHERWISE SPECIFIED IN THIS PROPOSAL. -WE SPECIFICALLY EXCLUDE THE REMOVAL OF EXISTING ASPHALT AND WATERPROOFING MEMBRANE. -WE SPECIFICALLY EXCLUDE ANY ASPHALT PATCHING INCLUDING REMOVAL AND SUBGRADE PREP. Miscellaneous Notes: -FINAL BILLING WILL BE BASED ON FIELD MEASURED QUANTITIES INSTALLED AT THE ABOVE UNIT PRICES. -ADD 1 % FOR BOND, IF REQUIRED FOR ALL CONTRACT ITEMS INCLUDING MOBILIZATION. Page 1 of 1 ■ O ca L O Dynamic Surface Applications, Ltd. 373 Village Road Pennsdale, PA 17756 800-491-5663 www.dsa-ltd.com PRODUCT DESCRIPTION: Thorma-Joint is the original asphaltic plug expansion joint system. Introduced to the US market by DSA, Ltd. in the late 1980's, it continues to be first choice among bridge engineers seeking a cost effective reliable joint system for low movement structures. Thorma-Joint is a combination of BJ Supe 0 (a polymer modified asphalt binder), specifically graded %"aggregate, A36 mild steel plate and heat resistant backer rod. When installed properly and according to DSA's specifications, Thorma-Joint is capable of withstanding up to 2" of cumulative movement and providing a water tight seal to protect the bridge deck and sub structure. Why Thorma-Joint? ❖Resistant to puncture by foreign objects ❖ Will not work its way out of joint cavity ❖Uses no metal armors that may come loose and endanger driver safety ❖ Watertight and smooth riding ❖ Requires no maintenance ❖ Highly durable and proven track record ❖ Only product of its kind guaranteed by manufacturer for 3 years ❖ Installed in the United States since 1989 and throughout the world since the late 1970's ❖Quality controlled installation by DSA or factory trained certified installers •:•AII materials independently tested to ASTM D6297-01 standards TECHNICAL DETAILS 3/4" Aggregate The stone used shall primarily consist of Granite. Basalt, Gabbro. Porphyry or Gritstones. The specified aggregate shall be crushed.. double washed, and shall meet the following gradation requirements: Sieve Size GRADATION Percent Passing 1 100 3/4 90-100 5/8 40-60 1/2 20-50 3/8 0-15 1/4 - Backer Rod The backer rod shall be a closed cell, foam expansion joint filler; capable of withstanding the elevated temperature of the polymeric binder. The backer rod shall have the following typical physical properties using a 2' specimen and test method ASTM D5249: Density: Tensile Strength: Compression: Water Absorption: Temperature @ 410 F (210°C) 2.0Lbs/Cu. Ft. min 30 psi, min. 5 psi @ 25%, min 0.03 g/cc by weight, min (1% Max) No Melting BJ Supe O Binder The bridge joint binder shall be a polymer modified asphalt, as manufactured by Dynamic Surface Applications; and shall meet the following requirements as set forth is ASTM D6297-01 and when independently tested according to those standards. The values below are the minimum requirements for ASTM D6297-01, typical results for THORMA-JOINT are also indicated. Cone Penetration @ 77`+ Cone Penetration @ 0°F, Flow @ 140°F, 5 Hours. (MM) Non -Immersed Bond @ 20°F, Three Cycles Resilience @ 77'F Asphalt Compatibility Softening Point Flexibility/Pliability @ -10'F Ductility @77° F Tensile Adhesion @ 77°F Recommended Pouring Temperature Safe Heating Temperature TEST METHOD MINIMUM ASTM D5329 ASTM D5329 ASTM D5329 ASTM D5329 ASTM D5329 ASTM D5329 ASTM D36 ASTM D5329 ASTM D113 ASTM D5329 7.5 Max 1.0 Minimum 3.0 Max Pass 3 cycles 40-70% Pass 180 Minimum Pass 400% Minimum 700% Minimum 390° F (199° C) 410° F (210° C) DSA TYPICAL 5.18 1.33 0 Pass 53.43% Pass 204.84 Pass 757.7% 1018% .' • nit�*•:►fPyp: I•►.41 1'+`** M4 A`y37$' OIL♦ 4eal40�JaltZrlj%w•9 Mgt: i •r' 4%ti�i•r::;;:P �'* PZI ab4fetr�1 � t:tIP.rirWet eP Liats%1 0sw+rss�*~�I�:it1r�.i.. :.Pi fro. ••Ole � 1 •f• I ��I�s2�vp ,+� •a•. �..s ."••••...�!- tt��esk'�' ��'tI • • tfea! e.►w� 11 :Otte �.��s1►I s 'ea i.'f �I�rj a�'i ��i �ei IaI�Itee 4401~.r*w 1 ��• I�4 '4i4�+•et aei1g ba 1,:0enalaekii 4' ris •i�ii�.�I 1ila+i� VIAlt 104te �"4 •• 14 a �a# ! Controller APPROVES TO SUBSTANCE: EIe€'t fficial or Department -Head OVER AS TO VYNDIN APPROVED AS TO FORM: eitt,et"ct County Attorney Hello