A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 06/07/2017 N/A See Block 14

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X

DTFH7017R00007

9B. DATED (SEE ITEM 11)

05/30/2017

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D OTHER (Specify type of modification and authority)

N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

See page 2 & 3

In addition to the revisions listed on pages 2 and 3, the H Pages, which were posted as an attachment to www.fbo.gov, are incorporated into the solicitation and any resulting award by way of this modification.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 06/07/2017 Project No. WA NPS PRES 17(1) Solicitation No. DTFH7017R00007 Project Name PAVEMENT PRESERVATION

YELLOWSTONE 2017

REVISIONS ARE AS FOLLOWS:

NOTICE TO BIDDERS

Page A-2a. Adds notice regarding Electronic Documentation.

BID SCHEDULE

Page A-7 – A-9. Deletes Item 41402-2000.

CONTRACT CLAUSES

SUBCONTRACTING PLAN TEMPLATE

Adds Pages A-6a through A-6f, Subcontracting Template.

SPECIAL CONTRACT REQUIREMENTS

Adds Page E-4a. Adds Subsection 103.06 Electronic Documentation.

Adds Page E-4b, Adds Subsection 104.03, Specifications and Drawings. Revises submittal requirements

Page E-33, Subsection 155.03 Initial Construction Schedule. Revises submittal requirements

Page E-34, Subsection 155.05 Updated Construction Schedule. Revises submittal requirements

Page F-3, Subsection 409.05. Equipment Deletes the Special Contract requirements of self-loading machine for pullouts, driveways and approach roads.

Page F-10, Section 414. Asphalt Pavement Crack Sealing and Filling. Deletes the Special Contract requirements of this Section.

Page F-11, Section 414. Asphalt Pavement Crack Sealing and Filling. Deletes the Special Contract requirements of this Section.

PLANS

Plan sheet H-1 Deletes Asphalt Pavement Crack Sealing and Filling from Index to Sheets

Plan sheet H-2 Deletes Item 41402-2000 Fom Summary of Quantities.

Plan sheet H-4 Deletes Contents of Sheet, Asphalt Pavement Crack Sealing.

Notice to Bidders: Please submit revised pages A-7 through A-9 with your bid.

Amendment No. A001, dated 06/07/2017 Project No. WA NPS PRES 17(1) Solicitation No. DTFH7017R00007 Project Name PAVEMENT PRESERVATION

YELLOWSTONE 2017

Plan sheet H-6 Deletes Item 41402-2000 Crack, Cleaning and Filling from

Surfacing Tabulation Sheet.

ENCLOSURES

Pages:

A-2a A-6a through A-6f A-7 through A-9 E-4a through E-4b E-33 through E-34 F-3 F-10 through F-11

Plan Sheets:

H-1 H-2 H-4 H-6

A-2a

Notice to Offeror Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017 participating surety company or agent, and completing application forms is available online. For more information on the U.S. SBA’s Surety Bond Guarantee program, go online to http://www.sba.gov/content/contractors or call 1-800-U-ASK-SBA.

Fraud Alert. Current and potential U.S. Department of Transportation (DOT) Contractors have recently been receiving fraudulent letters purporting to be issued by DOT. These fraudulent letters request that the Contractors resubmit their banking information to DOT. If you receive such a letter, please DO NOT complete the requested worksheet that is attached to the letters and DO NOT release any information. To register or update information, Contractors are required to go directly through the System for Award Management (SAM) website and never through a third party. You can access SAM at https://www.sam.gov/portal/public/SAM/.

III. Post Award Information.

Insurance. Insurance requirements are described in Subsection 107.05.

Contractor Performance Evaluations. This office posts performance evaluations in the Contractor Performance Assessment Reporting System (CPARS); for additional information see http://www.cpars.gov/index.htm. Upon receiving an email notice of evaluation availability, you will have 14-60 days to review the evaluation online and submit comments. If you are unable to access the system, call 360.619.7520 for assistance or for a copy of the evaluation.

IV. Specifications and Permits.

Specifications. This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. An electronic version may be found at http://flh.fhwa.dot.gov/business/resources/specs/. A single paper copy can also be obtained from the Research & Technology Product Distribution Center (RTPDC) by e-mail to: report.center@dot.gov, or by phone 814-239-1160, or fax 814-239-2156.

Electronic Documentation. Requires all documents (including but not limited to correspondence, notifications, submittals, reports, and pay notes) to be submitted in a fixed-layout electronic format, unless paper copies are specified in the Special Contract Requirements.

See Subsection 103.06.

Material Sources. Material sources have not been identified for this project. Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

Revised by Amendment A001.

A-6a

WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

SUBCONTRACTING PLAN for solicitation number DTFH7017R00007

1. INSTRUCTIONS:

• Where subcontracting opportunities will not exist for the solicitation, the bidder/offeror shall submit a response outlining the rationale for making this determination with its proposal/bid. The statement shall be signed by an official authorized to make decisions on behalf of the firm.

• The following information shall be provided in the bidder/offeror subcontracting plan submission and shall be expressed in terms of goal percentages of the total planned subcontracting dollars.

• Text lines may be added to this format as needed.

SUBCONTRACTING PLAN for solicitation number DTFH7017R00007 or, if applicable, Task Order number __________________________

a. Total prime contract amount: $

RATIO GOALS

PERCENT b. Total planned subcontract awards: $

c. Total planned subcontract awards to other than small business concerns (i.e., large, non-profit, etc.) $ (c/b) %

d. Total planned subcontract awards to Small Business concerns (SB) (not elsewhere counted in e. f. g. or h.

below) $ (d/b) %

e. Total planned subcontract awards to Service-Disabled Veteran Owned Small Business concerns (SDVOSB):

NOTE: The Small Business Act has established a statutory minimum goal of 3% for SDVOSB. Please provide rationale below if establishing a lower goal. $ (e/b) %

f. Total planned subcontract awards to Small Business concerns located in Historically Underutilized Business Zones (HUBZone):

NOTE: The Small Business Act has established a statutory minimum goal of 3% for HUBZone concerns. Please provide rationale below if establishing a lower goal. $ (f/b) %

g. Total planned subcontract awards to Small Disadvantaged Business (SDB) concerns (includes 8(a)s, Alaska Native Corporations (ANC) and Indian Tribes):

NOTE: The Small Business Act has established a statutory minimum goal of 5% for SDB. Please provide rationale below if establishing a lower goal. $ (g/b) %

A-6b

e. Offeror/bidder rationale if establishing a goal lower than 3% for SDVOSB:

f. Offeror/bidder rationale if establishing a goal lower than 3% for HUBZone:

g. Offeror/bidder rationale if establishing a goal lower than 5% for SDB:

h. Offeror/bidder rationale if establishing a goal lower than 5% for WOSB:

i. Offeror/bidder rationale if establishing a goal lower than 50% for SB:

1 The term WOSB includes Economically Disadvantaged WOSB (EDWOSB) concerns.

h. Total planned subcontract awards to Women-Owned Small Business concerns (WOSB)1 concerns:

NOTE: The Small Business Act has established a statutory minimum goal of 5% for WOSB. Please provide rationale below if establishing a lower goal. $ (h/b) %

i. Combined total planned subcontract awards to all small business (SB) concerns:

NOTE: The U.S. Small Business Administration (SBA) has established a minimum goal of 50% for SB (to include all categories noted above) for the US Department Of Transportation (USDOT). Please provide rationale in the narrative section below if establishing a lower goal.

NOTE: If a subcontractor qualifies in more than one sub-category of SB above, show that amount in each applicable sub-category, but include that amount only once in this line. $ (d+e+f+g+h)/b %

A-6c

2. The following principal types of supplies and/or services are planned to be subcontracted under this contract. (Indicate if planned to subcontract to other than business concerns, SB, SDVOSB, HUBZone, SDB, or WOSB/EDWOSB.

Type of

Supply/Service to be Subcontracted

Company/Firm Name

Address

Subcontractor Size Standard (Other Than SB, SB, SDVOSB, HUBZone, SDB, WOSB)2

3. The following method was used to develop the subcontract percentage goals:

4. The following methods were used to identify potential subcontract sources for solicitation purposes. (i.e., source lists used and organizations contacted to identify potential SB concerns, such as the System for Award Management (SAM), Dynamic Small Business Search (DSBS), trade associations, industry conferences/fairs, etc.)

5. [Select appropriate option.] Indirect costs [were] [were not] included in establishing the subcontracting goals specified in the table above.

6. If indirect costs were included, the following method was used to determine the proportionate share of indirect costs to be incurred with SB, SDVOSB, HUBZone, SDB and WOSB/EDWOSB subcontractors:

7. The following individual will administer the subcontracting program:

Name: _______________________________________________ Title: ________________________________________________

2 Please list all applicable size standards for each proposed subcontractor.

A-6d

Address: _____________________________________________ Telephone & e-mail:_____________________________________

This individual's specific duties, as they relate to the subcontracting program, are as follows:

8. The following efforts will be taken to ensure that SB, SDVOSB, HUBZone, SDB, and

WOSB subcontractors will have an equitable opportunity to compete for subcontracts:

It is agreed that FAR Clause 52.219-8, Utilization of Small Business Concerns, will be included in all subcontracts, which offer further subcontracting opportunities. It is further agreed that all subcontractors (except small business concerns) at all tiers below the prime contractor who receive subcontracts in excess of $700,000 ($1.5M for construction of any public facility with further subcontracting possibilities) will be required to adopt and comply with a subcontracting plan in accordance with FAR Clause 52.219-9.

9. The following types of records will be maintained concerning procedures that have been adopted to comply with the requirements and goals in the plan (i.e., establishment of source lists, guides and other data that identify SB, SDVOSB, HUBZone, SDB and WOSB concerns; a description of the offeror’s efforts to locate SB, SDVOSB, HUBZone, SDB and WOSB concerns and to award subcontracts to them, etc.) and shall be maintained through completion of the contract:

10. In accordance with FAR Subpart 19.704(a)(10) through (15), the Contractor further agrees to:

a. Cooperate in any studies or surveys as may be required;

b. Submit periodic reports as may be required so that the Government can determine the extent of compliance by the Contractor with the subcontracting plan;

c. After November 30, 2017, include subcontracting data for each order when reporting subcontracting achievements for indefinite-delivery, indefinite-quantity contracts intended for use by multiple agencies;

d. Submit the Individual Subcontract Report (ISR), and the Summary Subcontract Report (SSR) using the Electronic Subcontracting Reporting System (eSRS) at http://www.esrs.gov/ within the timeframes identified at FAR Subpart http://www.esrs.gov/

A-6e

19.704(a)(10)(iv);

e. Ensure that other than small business subcontractors with subcontracting plans agree to submit eSRS documents online as required;

f. Provide its prime contract number and its unique entity identifier, and the e-mail address of the offeror’s official responsible for acknowledging receipt of or rejecting the ISRs to all first-tier subcontractors with subcontracting plans so they can enter this information into the eSRS when submitting their ISRs;

g. Require that each subcontractor with a subcontracting plan provide the prime contract number, its own unique entity identifier, and the e-mail address of the subcontractor’s official responsible for acknowledging receipt of or rejecting the ISRs, to its subcontractors with subcontracting plans;

h. Make a good faith effort to acquire articles, equipment, supplies, services, or materials, or obtain the performance of construction work from the small business concerns that the offeror used in preparing the bid or proposal, in the same or greater scope, amount, and quality used in preparing and submitting the bid or proposal;

i. Provide the contracting officer with a written explanation if the contractor fails to acquire articles, equipment, supplies, services or materials or obtain the performance of construction work as described in FAR 19.704(a)(12) of this section. This written explanation will be submitted to the contracting officer within 30 days of contract completion;

j. Will not prohibit a subcontractor from discussing with the contracting officer any material matter pertaining to payment to or utilization of a subcontractor; and

k. Pay its small business subcontractors on time and in accordance with the terms and conditions of the subcontract, and notify the contracting officer if the offeror pays a reduced or an untimely payment to a small business subcontractor (see FAR 52.242-5).

http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/far/52_237.htm#P308_50712

A-6f

Submitted by:

Signed Title

Printed Name Email Address

Company Name and Address

Date

A-7

Bid Schedule

Project: WY NPS PRES 17(1)

Pavement Preservation Yellowstone 2017

Offeror please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When a “LPSM” (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

Glenn.Kutzera Typewritten Text Revised by Amendment A001

A-8

B I D S C H E D U L E Schedule A Account: ALL

Project No: WY NPS PRES 17(1)

Name: Pavement Preservation Yellowstone 2017 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

15101-0000 Line A0020 ALL LPSM $

15301-0000 Line A0040 ALL LPSM $

15401-0000 Line A0060 ALL LPSM $

15501-0000 Line A0080 ALL LPSM $

40901-3000 Line A0100 380,000 SQYD $ $

41801-2000 Line A0120 250 SQYD $ $

62201-0250 Line A0140 30 HOUR $ $

62201-0450 Line A0160 30 HOUR $ $

62201-2360 Line A0180 30 HOUR $ $

62301-0000 Line A0200 40 HOUR $ $

63401-0000 Line A0220 930,000 LNFT $ $

63405-0050 Line A0240 12 EACH $ $

63502-0700 Line A0260 220 EACH $ $

63502-2000 Line A0280 2 EACH $ $

63503-0700 Line A0300 118,000 LNFT $ $

63504-1000 Line A0320 300 SQFT $ $

63506-0600 Line A0340 150 HOUR $ $

63507-0700 Line A0360 30 DAY $ $

Schedule Total: ________________________

Submitted by: _________________________

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, PILOT CAR

TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

MOBILIZATION

CONTRACTOR QUALITY CONTROL

CONTRACTOR TESTING

CONSTRUCTION SCHEDULE

MICRO SURFACING, TYPE 3

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

VACUUM SWEEPER

GENERAL LABOR

PAVEMENT MARKINGS (Type B)

PAVEMENT MARKINGS, SYMBOLS (Type B)

Glenn.Kutzera Rectangle

Glenn.Kutzera

A-9

B I D S C H E D U L E Schedule A Account: ALL

Project No: WY NPS PRES 17(1)

Name: Pavement Preservation Yellowstone 2017 CQ = "Contract Quantity"

Item No. Quantity Unit Unit Price Amount

Schedule Total: ________________________

Submitted by: _________________________

63509-1000 Line A0380 600 FXHR 27.00$ 16,200.00$

TEMPORARY TRAFFIC CONTROL, FLAGGER

Glenn.Kutzera

E-4a

Special Contract Requirements Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

103.06 Electronic Documentation. (Added Subsection).

After award of the contract, provide all written documents in pdf format or an approved fixed-layout electronic format, unless paper copies are specified in the Special Contract Requirements.

Provide paper copies of the following documents:

(a) Documents required under Section 102;

(b) Drawings required under Subsection 104.03;

(c) SWPPP of Record required under Subsection 107.01A;

(d) Weight records required under Subsection 109.03;

(e) Receiving records required under Subsection 109.04;

(f) Final voucher and release of claims required under Subsection 109.09;

(g) WFLHD 470 forms required under Section 153;

(h) Construction schedules required under Section 155; and,

(i) Concrete batch tickets required under Subsection 552.09.

Provide documents in their native file format (the format produced by the software that the document was created in) upon request.

Physically sign documents requiring a signature, and scan the documents into an electronic format.

Digital signatures, cursive fonts, or other simulated signatures will not be accepted.

Provide a resolution quality where color, text, and lines are clearly discernible. Name files with a unique document name that includes the document date, project number, and document description, in the following format or as requested by the CO:

MMDDYYYY_description; where: MMDDYYYY = month, day, and year.

Deliver electronic documents to the email address identified at the preconstruction conference or otherwise amended in writing by the CO. Limit the size of emailed document to 10MB. Deliver files greater than 10MB in size via portable electronic media (such as CD, DVD, or flash drive), or via Secure Large File Transfer Solution (SLFTS) at https://slfts.fhwa.dot.gov/. Documents delivered after 5:00 pm local time will be considered received at 7:00 am on the following business day.

The CO will reject without review any documents that are unreadable or corrupted, illegible, or include malicious content.

Provide one paper copy of each document upon request, unless more paper copies are specified.

E-4b

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

Section 104. — CONTROL OF WORK

104.03 Specifications and Drawings. Amend as follows:

Delete the first paragraph of Subsection (a) General, and substitute the following:

(a) General. Submittals include both documents and drawings required to construct the work.

Review submittals for accuracy, completeness, and compliance with the contract. Verify submittals according to Section 153. Submittals that do not include evidence of Contractor verification may be returned for resubmission.

Submit documents in an electronic format for approval. Submit drawings in both paper and electronic format for approval. See Subsection 103.06.

Time for approval starts over when documents are returned for revision or if additional information is requested by the CO. Do not perform work related to submitted documents or drawings before approval of the CO. Obtain written approval before changing or deviating from the approved drawings.

Delete Subsection (a)(1) and substitute the following:

(1) Documents other than drawings. Documents other than drawings include descriptive literature, illustrations, schedules, performance and test data, certifications, and similar material submitted by the Contractor to certify or explain, in detail, specific portions of the work required by the Contract. Allow 14 days for approval by the CO unless otherwise specified.

Delete the first sentence of the last paragraph of subsection (a)(2) and substitute the following:

Submit 3 paper sets of drawings, and an electronic set of drawings with supporting calculations.

E-33 DIVISION 150

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

(7) Provide enough space for each activity to permit two additional plots parallel to the original time span plot. Use one space for revision of the planned time span, and one for showing actual time span achieved.

(b) Written narrative. Furnish a written narrative of the activities displayed in the progress bar chart. The following applies to the written narrative:

(1) Estimate starting and completion dates of each activity;

(2) Describe work to be done within each activity including the type and quantity of equipment, labor, and material to be used;

(3) Describe the location on the project where each activity occurs;

(4) Describe planned production rates by pay item quantities (e.g., cubic yards (cubic meters) of excavation per day/week);

(5) Describe work days per week, holidays, number of shifts per day, and number of hours per shift;

(6) Estimate any periods during which an activity is idle or partially idle. Show the beginning and end dates for reduced production or idle time;

(7) Describe expected and critical delivery dates for equipment or material that can affect timely completion of the project;

(8) Describe critical completion dates for maintaining the construction schedule; and

(9) Identify the vendor, supplier, or subcontractor to perform the activity. State all assumptions made in the scheduling of the subcontractors' or suppliers' work.

Submit three paper copies and one electronic copy according to Subsection 103.06 and one native file format electronic copy of the schedule within 20 days after the Notice to Proceed has been issued. In case of discrepancy, the paper version will govern over the electronic version of the schedule.

Show completion of work within the contract time.

Allow 2 days for approval or rejection of the schedule. If rejected, submit a revised schedule within 2 days.

If an acceptable schedule is not received within 30 days after the Notice to Proceed is issued, the CO may withhold approval of progress payments in full or in part.

155.04 Subsection not used.

155.05 Updated Construction Schedule. Review the construction schedule to verify or adjust;

start dates of activities underway and finish dates of completed activities; remaining duration of

E-34 DIVISION 150

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017 uncompleted activities; planned start and finish dates and durations; and proposed logic. Inform the CO of all changes.

Submit three copies, one electric copy according to Subsection 103.06, and one native file format electronic copy of an updated construction schedule for acceptance by the 15th day of each month or within 2 days of:

(a) A delay occurs in the completion of a critical (major) activity;

(b) A delay occurs which causes a change in a critical activity for BCM schedules;

(c) The actual prosecution of the work is different from that represented on the current construction schedule;

(d) There is an addition, deletion, or revision of activities caused by a contract modification;

or

(e) There is a change in the schedule logic.

Show completion of work within the contract time.

Allow 2 days for approval or rejection of the schedule. If rejected, submit a revised schedule within 2 days.

Use the approved initial or previous construction schedule as the baseline for the current construction schedule update.

If an acceptable schedule is not received by the 15th day of the month, the CO may withhold approval of progress payments in full or in part.

155.06 Subsection not used.

155.07 Contractor’s Daily Record of Construction Operations. For each day of work, submit a completed Form WFLHD 465 Contractor's Daily Record of Construction Operations (CDR) or an approved alternate form within one day of the work being performed. Report operations of work separately, with manpower and equipment assigned to each operation separately.

Document inspection results, including deficiencies observed and corrective actions taken.

Complete a CDR for each contractor and subcontractor working that day. CDR’s will be approved or rejected by CO. Correct rejected CDRs and resubmit the revised CDR within 24 hours.

Certify each CDR with the following statement signed by the person responsible for the construction operation:

"I certify that the information contained in this record is accurate, and that all work documented herein complies with the requirements of the contract. Any exceptions to this certification are documented as a part of this record.”

F-3 DIVISION 400

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

Section 409. — MICRO SURFACING

08/01/14–FP14

Delete the text of this Section and substitute the following:

Description

409.01 This work consists of applying a polymer-modified micro surfacing mix on an existing pavement surface.

Material

409.02 Conform to the following Subsections:

Micro surfacing aggregate 703.10(b) Mineral filler 725.05 Polymer-modified emulsified asphalt for micro-surfacing 702.02(b) Water 725.01(a)

Construction Requirements

409.03 Qualifications. Provide a superintendent and foreman with experience in placing micro surfacing. Submit the following for approval at least 14 days before starting micro surfacing work:

(a) Names of personnel; and

(b) A résumé for each individual describing their experience on at least five micro surfacing projects of similar complexity.

409.04 Composition of Mix (JMF). Submit a written JMF for micro surfacing which conforms to ISSA A143, Recommended Performance Guideline for Micro Surfacing for approval at least 14 days before production. Include the following:

(a) Aggregate gradation values. Percent passing for each sieve size for the aggregate blend;

(b) Emulsified asphalt content. Residual asphalt content, as a percent by mass of dry aggregate;

(c) Polymer-modifier. Type and quantity of polymer-modifier solids based on the residual asphalt content;

409.05 Equipment.

(a) Mixing equipment. Conform to ISSA A143. Furnish a self-loading machine capable of loading materials while continuing to lay micro surfacing for mainline surfacing. Self-loading machines will not be required for pullouts, driveways and approach roads.

(b) Spreading equipment. Conform to ISSA A143.

F-10

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

Section 414. — ASPHALT PAVEMENT CRACK SEALING

AND FILLING

DESCRIPTION

414.01 Delete the text of this Subsection and substitute the following:

This work consists of routing cleaning, sealing, and filling cracks and joints in asphalt pavement surfaces including those between asphalt surfaces and abutting curb and/or gutter.

Construction Requirements

414.05 Cleaning. Add the following:

Clean all vegetation, roots, and dirt to a depth of 2 inches from joints and other spaces between the asphalt surface adjacent to the curb or gutter.

414.06 Sealing and Filling. Amend as follows:

(a) Sealing (routed cracks or cracks averaging ¼ to 1 inch (6 to 25 millimeters) wide). Add the following:

An air lance can be used, in lieu of a hot air lance, if inspection of the cracks demonstrates that the crack is dry and no moisture is present. A hot air lance is required if there is evidence of moisture.

(b) Filling (cracks averaging more than 1 inch (25 millimeters) wide). Add the following at the end of the third sentence:

Pre-formulated mastic materials specifically designed for crack filling can be used if approved by the CO. Submit a copy of the manufacturer’s product information and application instructions for review and approval.

Add the following after last paragraph:

Protect service entrances (such as manhole covers, valve box covers, and drop inlets). Protect concrete work, rock walls, buildings, sidewalks, stone curbs, and other objects adjacent to the work.

F-11 DIVISION 400

Project: WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017WY NPS PRES 17(1), Pavement Preservation Yellowstone 2017

Measurement

414.09 Add the following:

For locations quantified by areas in square feet, measure length based on a 22 foot roadway width.

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ROUTE NUMBER

H-6