Addendum 1.pdf
PDF 286 KB Posted
- Attached to
- UBAS & Chip Seal - Formoso
- Solicitation number
- 526096232
- Issued by
- Lane County, Kansas
About this file
This Addendum 1 document, issued by the Kansas Department of Transportation (KDOT) Estimating Section, provides notice of modifications to a state transportation construction project in Jewell County, Kansas. The project, designated as U036-045 KA 8051-01 with contract number 526096232, involves Ultra-Bonded Asphalt Surface (UBAS) and chip seal work on US-36 spanning 5.624 miles from 4.632 miles east of the US36/K14 East Junction to the Jewell/Republic County line. This addendum, dated August 26, 2026, removes the special provision 15-RF0414 for Railroad Flagging and adds special provision 15-PS0321 for Ultrathin Bonded Asphalt Surface, both effective for the September 16, 2026 letting. Prime contractor bid holders are required to sign and return the acknowledgment to Joshua Matyi at Joshua.Matyi@ks.gov, and contractors are responsible for ensuring their proposal reflects all amendments and for notifying subcontractors and suppliers of these changes.
The addendum includes a comprehensive list of applicable special provisions and required contract provisions governing the project, including clauses for noncollusion, financial prequalification, fuel and asphalt price adjustments, environmental compliance, work zone traffic control, and pavement marking requirements. The modified special provision 15-PS0321 establishes specific combined aggregate requirements for Ultrathin Bonded Asphalt Surface with designated mix types (A, B, and C), nominal thicknesses, sieve retention percentages, and asphalt content ranges. Contractors are advised to review the project documents through KDOT's website and the Bid Express Questions and Answers portal, and failure to follow submission instructions will result in bids being declared irregular. The project is tied to KA 8050-01 and is located in Jewell County, Primary District 2.
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Other files
| File | Type | Posted |
|---|---|---|
| Bid Notice-UBAS _ Chip Seal - Formoso.pdf |
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Promptly sign and date on the line below, then EMAIL IT BACK TO KDOT at Joshua.Matyi@ks.gov
EVEN IF NOT BIDDING. Any instructions not followed will result in your bid being declared irregular.
If these changes affect any of your subcontractors or suppliers, IT IS YOUR RESPONSIBILITY to inform them. These changes are part of the contract for this project(s). Please call me at (785) 296-7141, if there are questions. Thank you for your cooperation.
(Company Name) (Signature) (Date)
C: District 2 & Concordia Construction Office
4BKansas Department of Transportation
3BBureau of Construction and Materials
0BEstimating Section
To: Prime Contractor Bid Holders
2BFrom: Josh Matyi - Estimating Engineer Associate
5BDate: August 26, 2026 Proposal/Contract No.: 526096232
Subject: Project Notice for the September 16, 2026 Letting
U036-045 KA 8051-01 – Jewell County – UBAS and Chip Seal
Removed special provision 15-RF0414 – RAILROAD FLAGGING
Added special provision 15-PS0321 – ULTRATHIN BONDED ASPHALT SURFACE
To view this project’s documents, choose “Addendum #1” from KDOT’s website:
https://kdotapp.ksdot.org/Proposal/Proposal.aspx.
The Contractor is responsible for ensuring the EBS file that the Contractor uses to prepare its Proposal and submits to KDOT contains any amendments.
We also recommend that you check the Bid Express “Questions and Answers” (https://www.bidx.com/ks/lettings) to review any questions that may have been posted for this project.
KANSAS DEPARTMENT OF TRANSPORTATION
SPECIAL PROVISION LIST
PAGE:
DATE:
08/26/26
STATE PROJECT NO: U036-045 KA 8051-01 STATE CONTRACT NO: 526096232
FEDERAL PROJ NO.
PRIMARY DISTRICT:
DESCRIPTION:
PRIMARY COUNTY: JEWELL2
UBAS AND CHIP SEAL. US-36; FR 4.632 MI E OF US36/K14 E JCT TO THE JW/RP
CL IN JW CO. LGTH 5.624 MI. TIED TO KA 8050-01.
PROVISION NO. DESCRIPTION
NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.
OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED
PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.
REQUIRED CONTRACT PROVISION-NONCOLLUSION / HISTORY-DEBARMENT08-10-66-R05
REQUIRED CONTRACT PROVISION-FINANCIAL PREQUALIFICATION04-30-82-R07
REQUIRED CONTRACT PROVISION-CONTRACTUAL SERVICES-LEGISLATOR08-04-92-R03
REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR FUEL10-10-00-R09
REQUIRED CONTRACT PROVISION-EMULSIFIED ASPHALT ADJUSTMENT08-31-09-R01
REQUIRED CONTRACT PROVISION-PRICE ADJUSTMENT FOR ASPHALT06-01-06-R01
REQUIRED CONTRACT PROVISION-EEO REQUIREMENT11-15-96-R06
REQUIRED CONTRACT PROVISION - BOYCOTT OF ISRAEL PROHIBITED07-01-17-R1
MINIMUM WAGE RATE (JEWELL COUNTY)KS20260091
REQUIRED CONTRACT PROVISION-TAX CLEARANCE CERTIFICATE01-01-11-R01
ERRATA SHEET FOR STD SPEC BOOK FOR RD & BR CONST, 2015 ED15-ER-1-R23
POLICY AGAINST SEXUAL HARASSMENT03-01-18
REQUIRED CONTRACT PROVISIONS KS FUNDED CONST CONTRACTS15-01003
WORKING DAYS AND LIQUIDATED DAMAGES15-01006-R02
FUEL ADJUSTMENT15-01008-R02
ASPHALT PRICE ADJUSTMENT15-01009-R01
EMULSIFIED ASPHALT ADJUSTMENT15-01010
ENVIRONMENTAL CONCERNS - MIGRATORY BIRD TREATY ACT15-01011-R06
SEASONAL LIMITATIONS15-01012-R01
PROSECUTION AND PROGRESS15-01016-R04
CONTROL OF WORK15-01019-R02
BIDDING REQUIREMENTS AND CONDITIONS15-01021-R03
SCOPE OF WORK15-01022-R04
BIDDING REQUIREMENTS AND CONDITIONS15-01023
AWARD AND EXECUTION OF CONTRACT15-01024
ASPHALT SURFACING AND ASPHALT RECYCLING EQUIPMENT15-01501
ASPHALT PAVEMENT SMOOTHNESS15-06006-R01
HOT MIX ASPHALT CONSTRUCTION QC/QA15-06007-R03
ULTRATHIN ASPHALT BONDED SURFACE15-06008-R03
HOT MIX ASPHALT (HMA)-COMMERCIAL GRADE15-06010-R02
CHIP SEALS15-06011
WORK ZONE TRAFFIC CONTROL AND SAFETY (FOR 1R'S)15-08001-R04
MAINTENANCE AND RESTORATION OF HAUL ROADS15-08018
WORK ZONE TRAFFIC CONTROL & SAFETY15-08019-R04
DURABLE PAVEMENT MARKING15-08020-R02
SPECIAL PROVISION LIST
PAGE:
DATE:
08/26/26
STATE PROJECT NO: U036-045 KA 8051-01 STATE CONTRACT NO: 526096232
FEDERAL PROJ NO.
PRIMARY DISTRICT:
DESCRIPTION:
PRIMARY COUNTY: JEWELL2
UBAS AND CHIP SEAL. US-36; FR 4.632 MI E OF US36/K14 E JCT TO THE JW/RP
CL IN JW CO. LGTH 5.624 MI. TIED TO KA 8050-01.
PROVISION NO. DESCRIPTION
NOTE: THE FOLLOWING LIST OF SPECIAL PROVISIONS ARE FOR THIS PROJECT.
OMISSION OF ALL OR PART OF A SPECIAL PROVISION IN THE ATTACHED
PROPOSAL (CONTRACT) DOES NOT RELIEVE THE CONTRACTOR OF THE
RESPONSIBILITY FOR OBTAINING THE COMPLETE PROVISION AS LISTED.
FIELD OFFICE AND LABORATORY15-08023-R01
RUMBLE STRIPS (MILLED)15-08025
WORK ZONE TRAFFIC CONTROL AND SAFETY (WORKERS PRESENT SIGNS)15-08029
STORMWATER POLLUTION MANAGEMENT15-09002-R05
AGGREGATE FOR HMA15-11002-R01
GENERAL REQUIREMENT DIVISION 120015-12001-R01
PERFORMANCE GRADED ASPHALT BINDER15-12002-R01
STEEL SIGN POSTS15-16002-R03
RELEASE COMPOUND FOR ASPHALT MIXES15-17004-R05
THERMOPLASTIC15-22001-R01
PAVEMENT MARKING PAINT15-22004-R02
IMAGE SYSTEMS15-22005-R03
RETROREFLECTIVE SHEETING15-22006-R01
THERMOPLASTIC PAVEMENT MARKING MATERIAL15-22007-R01
PREFORMED THERMOPLASTIC PAVEMENT MARKING MATERIAL15-22008-R01
SPRAYED THERMOPLASTIC PAVEMENT MARKING MATERIAL15-22009-R01
ROLL-UP SIGNS15-22011
TEMPORARY PAVEMENT MARKING TAPE15-22016
WOOD POSTS15-23001-R03
FIELD HANDLING AND PRESERVATIVE TREATMENT OF WOOD PRODUCTS15-23003-R02
PART V15-25001-R07
MATERIALS CERTIFICATIONS15-26001-R13
COMBINATION, TIED BIDS ON 1R PROJECTS WITH FEDERAL-AID FUNDS15-PS0018
E-TICKETING SYSTEM(ETS) FOR HOT MIX ASPHALT(HMA)15-PS0020-R2
ULTRATHIN BONDED ASPHALT SURFACE15-PS0321
END OF SPECIAL PROVISION LIST
15-PS0321
Sheet 1 of 1
SPECIAL PROVISION TO THE
STANDARD SPECIFICATIONS, EDITION 2015
SECTION 613
ULTRATHIN BONDED ASPHALT SURFACE
Page 600-72, replace TABLE 613-1 and its note with the following:
TABLE 613-1: COMBINE AGGREGATE REQUIREMENTS
FOR ULTRATHIN BONDED ASPHALT SURFACE*
Mix
Designation /
Nom Thickness
Percent Retained – Square Mesh Sieves Asphalt
Content
¾" ½" ⅜" No. 4 No. 8 No. 16 No. 30 No. 50 No. 100 No. 200
Type A - ⅝" 0 0-7 40-60 68-78 75-85 82-90 87-92 90-94 94.0-96.0 5.0 to 6.2
Type B - ⅝" 0 0-7 0-25 62-75 73-83 77-85 82-90 87-92 90-94 94.0-96.0 4.8 to 6.2
Type C - ⅝" 0 0-25 20-50 62-75 73-83 77-85 82-90 87-92 90-94 94.0-96.0 4.6 to 6.2
*For flat and elongated particles in the combined coarse aggregate, use the ratio of 3:1 in lieu of 5:1 shown in KT-59.
Do not exceed 25% for the total sample.
8-3-26 C&M (BTH)
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