Draft RFP - PR ER DOT PRMNT RPR(14).pdf

DRAFT

REQUEST FOR PROPOSAL

RFP No. 693C73- 23-R-000001

This Contract Cites

2006 PRHTA Standard Specifications Metric Units

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

PR ER PRMNT RPR(14) - Design Build Puerto Rico Highway and Transportation Authority (PRHTA)

Landslide and Road Damage Repair

Contract No.

ADDRESS:

CONTRACTOR:

STATE Puerto Rico

CITY Utuado

AGENCY Puerto Rico Highway and Transportation Authority (PRHTA)

TYPE OF IMPROVEMENT

The project consists of repairing and restoring the roadway prism to reestablish safe and reliable access including repairing landslides, pavement washouts, reestablishing drainage, and performing other related miscellaneous work for addressing the damage caused by hurricanes Irma and Maria. The damages are located in PR-111 between kilometers 43.1 and 66.9; PR-123 between kilometers 48.8 and 60.4; PR-140 between kilometers 14.15 and 31.5; PR-611 between kilometers 1.3 and 7.1; and PR-6111 at kilometer 1.9 in the municipality of Utuado, Puerto Rico.

Project Length Totals For Parking Areas, Lane Miles is calculated as SQFT/11ft (nominal) lane

0.00 0.00

Schedule Parking Area Roadway / Parking Area / Other Stations / SQFT Linear

Feet Route Miles

Lane Miles

A

PR-111, HWY-34, 35, 36, 37, 38, 39, 40,

41, 44, 45, 46, 47, and 48.

43.1 km. To 56.4 km. 0 0.00 0.00

A PR-111, HWY-50, 51, 52, and 54. 62.2 km. To 66.05 km. 0 0.00 0.00

A PR-6111, HWY-395. 1.9 km. To 0 0.00 0.00

B

PR-140, HWY-158, 159, 160, 161, 162,

163, 164, 165, 166, 167, 168, and 169.

14.15 km. To 23 km. 0 0.00 0.00

B PR-140, HWY-171 and 175 26 km. To 31.5 km. 0 0.00 0.00

C PR-611, HWY-390, 391, 392, 393, and 394.

1.3 km. To 7.1 km. 0 0.00 0.00

D PR-123, HWY-91, 92, 93, 94, and 103. 48.8 km. To 60.4 km. 0 0.00 0.00

E PR-111, HWY-49 and 53. 59.45 km. To 66.2 km. 0 0.00 0.00

E PR-140, HWY-170. 23.55 km. To 0 0.00 0.00

TABLE OF CONTENTS

i

Subcontracting Plan…………………………………………………………….1 through 5 Solicitation/Contract Form (SF-1442)………………………………………... 1 through 2

I. INSTRUCTIONS TO OFFERORS

A. General Information. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-A-1 B. Procurement Process. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-B-1 C. Proposal Requirements . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-C-1 D. Government Furnished Information . . . . . . . . . . . . . . . . . . . . . . . . . . . . 1-D-1

II. CONTRACT CLAUSES AND CONDITIONS

H. Special Terms and Conditions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-H-1 I. Contract Clauses . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 2-I-1 Corporate Certificate

III. WAGE DETERMINATION

J. Minimum Wage Schedule . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 3-J-1

IV. REPRESENTATIONS, CERTIFICATIONS, AND OTHER STATEMENTS.

K. Representations and Certifications. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 4-K-1 L. Instructions, Conditions, And Notices To Offerors Or Respondents. . . 4-L-1

V. SPECIAL CONTRACT REQUIREMENTS

A. General Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-A-2 Section 101. Terms, Format, and Definitions . . . . . . . . . . . . . . . . . 5-A-3 Section 102. Bid, Award, and Execution of Contract . . . . . . . . . . . 5-A-22 Section 103. Scope of Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-A-28 Section 104. Control of Work. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-A-30 Section 105. Control of Material . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-A-36 Section 106. Acceptance of Work . . . . . . . . . . . . . . . . . . . . . . . . . 5-A-40 Section 107. Legal Relations and Responsibility to the Public. . . . 5-A-52 Section 108. Prosecution and Progress . . . . . . . . . . . . . . . . . . . . . 5-A-64 Section 109. Measurement and Payment . . . . . . . . . . . . . . . . . . . . . 5-A-69 B. Design Criteria. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-B-1 Section 111. Roadway and Bridge Design . . . . . . . . . . . . . . . . . . . 5-B-2 Section 112. Surveying and Right-of-Way Plans . . . . . . . . . . . . . . 5-B-4 Section 113. Pavement Rehabilitation. . . . . . . . . . . . . . . . . . . . . . . 5-B-14 Section 114. Utilities and Lighting . . . . . . . . . . . . . . . . . . . . . . . . . 5-B-16 Section 115. Traffic Design and Study and Transportation Management Plan . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-B-17 Section 116. Drainage, Hydrologic and Hydrology Study and Design. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-B-20 Section 117. Erosion Control and Environmental. . . . . . . . . . . . . . 5-B-33 Section 118. Geotechnical and Structures Design. . . . . . . . . . . . . . 5-B-43 C. Submittals and Reviews. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-C-1 Section 121. Design Submittals and Reviews . . . . . . . . . . . . . . . . . 5-C-2 D. Project Requirements. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-1 Section 150. Construction Survey and Staking . . . . . . . . . . . . . . . 5-D-2 ii

Section 151. Mobilization . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-10 Section 153. Contractor Quality Control . . . . . . . . . . . . . . . . . . . . . 5-D-12 Section 154. Contractor Sampling and Testing. . . . . . . . . . . . . . . . .5-D-29 Section 155. Schedules for Construction Contracts . . . . . . . . . . . . .5-D-33 Section 156. Public Traffic . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-D-47 Section 201. Clearing and Grubbing . . . . . . . . . . . . . . . . . . . . . . . . 5-D-54 Section 202. Removal of Structures and Obstructions. . . . . . . . . . 5-D-55 Section 203. Excavation and Embankment. . . . . . . . . . . . . . . . . . . 5-D-56 Section 205. Trench Excavation. . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-78 Section 206. Excavation for Structures. . . . . . . . . . . . . . . . . . . . . . . 5-D-79 Section 207. Foundation Fill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-80 Section 208. Devices for Embankment Construction Control and Ground Water Observations Foundation Fill. . . . . . . . 5-D-81 Section 209. Sheathing. . . . .. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . .5-D-82 Section 210. Soil Erosion and Water Pollution Control . . . . . . . . . 5-D-83 Section 211. Bridge Approach Embankment . . . . . . . . . . . . . . . . . 5-D-85 Section 301. Subbase Course. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-86 Section 304. Aggregate Base Course. . . . . . . . . . . . . . . . . . . . . . . . 5-D-87 Section 305. Lean Concrete Base. . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-88 Section 402. Rehabilitation of Bituminous Concrete Pavement . . . 5-D-93 Section 421. Hot Plant Mix Asphalt Concrete. . . . . . . . . . . . . . . . . 5-D-97 Section 602. Reinforcing Steel. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-119 Section 603. Pipe Culverts and Storm Drains . . . . . . . . . . . . . . . . . 5-D-126 Section 604. Manholes, Inlets and Catch Basins. . . . . . . . . . . . . . . 5-D-127 Section 605. Underdrains. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-128 Section 606. Guardrail. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-129 Section 607. Fences and Gates . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-134 Section 608. Sidewalks . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-135 Section 609. Curb and Gutter . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-136 Section 610. Concrete Barriers . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-137 Section 611. Facilities and Services . . . . . . . . . . . . . . . . . . . . . . . . 5-D-142 Section 613. Traffic Signs . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-149 Section 614. Gabions . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-161 Section 616. Steel Structures . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-163 Section 617. Paved Waterways . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-164 Section 618. Thermoplastic Pavement Markings. . . . . . . . . . . . . . . 5-D-165 Section 621. Markers and Delineators . . . . . . . . . . . . . . . . . . . . . . . 5-D-172 Section 622. Riprap . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-178 Section 623. Stone Revetment for Slope Protection . . . . . . . . . . . . 5-D-179 Section 625. Topsoil. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-179 Section 626. Planting . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-181 Section 627. Turf Establishment . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-182 Section 628. Sodding . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-183 Section 630. Prestressed Concrete Structures. . . . . . . . . . . . . . . . . 5-D-184 Section 632. Cleaning and Repair of Existing Culverts and Storm Sewers. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-185 iii

Section 635. Adjustment of Facilities of the Puerto Rico Electric Power Authority. . . . . . . . . . . . . . . . . . .. . . . 5-D-186 Section 636. Adjustment of Facilities of the Puerto Rico Aqueduct and Sewer Authority. . . . . . . . . . . . . . . . . . 5-D-187 Section 638. Maintenance and Protection of Traffic. . . . . . . . . . . . 5-D-189 Section 640. Raised Pavement Markings . . . . . . . . . . . . . . . . . . . . 5-D-207 Section 660. Name Plates . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-208 Section 661. Project Funding Sign . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-209 Section 664. Traffic Safety Devices Rumble Strips . . . . . . . . . . . . 5-D-214 Section 709. Reinforcing Steel and Prestressing Steel . . . . . . . . . . 5-D-216 Section 725. Miscellaneous Material . . . . . . . . . . . . . . . . . . . . . . . 5-D-218 Section 726. Anchor Material. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-219 Section 837. Concrete Parapet Repairs. . . . . . . . . . . . . . . . . . . . . . 5-D-220 Section 839. Vertical Shaft (VS). . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-221 Section 843. Uncompacted Porous Granular Material . . . . . . . . . . 5-D-222 Section 901. Drilled Shaft Foundations. . . . . . . . . . . . . . . . . . . . . . 5-D-223 Section 910. Bridge Transition Upgrades and Transition Modules. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-224 Section 912. Prefabricated Drainage Composite. . . . . . . . . . . . . . . 5-D-228 Section 913. Removal and/or Relocation of Existing Traffic Signs. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-229 Section 916. Bi-Directional Static Load Test . . . . . . . . . . . . . . . . . 5-D-231 Section 919. Dewatering . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-237 Section 920. Articulated Concrete Block. . . . . . . . . . . . . . . . . . . . . 5-D-238 Section 924. Erosion Control Blanket . . . . . . . . . . . . . . . . . . . . . . . 5-D-239 Section 925. Trench Drain . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-240 Section 931. Removal and Disposal of Lead-Based Painted Non-Habitable Structures and Pavement Markings Containing Lead . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-241 Section 932. Testing, Removal, and Disposal of Asbestos . . . . . . . 5-D-247 Section 934. Structural Concrete . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-250 Section 935. Locating Utilities. . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-300 Section 940. Soil. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-302 Section 951. HDPE Synthetic Liner. . . . . . . . . . . . . . . . . . . . . . . . 5-D-305 Section 954. Coarse Aggregates for Interceptor Drainage Trenches. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-306 Section 955. Temporary and Mailbox Adjustments . . . . . . . . . . . . 5-D-307 Section 963. Soil Nail Wall System. . . . . . . . . . . . . . . . . . . . . . . . 5-D-308 Section 970. Structural Wall and Stabilized Embankment Material. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-309 Section 971. Abandonment of Culverts . . . . . . . . . . . . . . . . . . . . . 5-D-311 Section 972. Steel Ladder. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-312 Section 974. Geosynthetic Material . . . . . . . . . . . . . . . . . . . . . . . . 5-D-313 Section 976. Ornamental Steel Fence and Gate . . . . . . . . . . . . . . . 5-D-320 Section 977. Expanded Liquid Foam Resin . . . . . . . . . . . . . . . . . . . 5-D-321 Section 987. Welded Wire Temporary Retaining Wall. . . . . . . . . 5-D-322 iv

Section 991. Mechanically Stabilized Earth Slopes . . . . . . . . . . . . 5-D-323 Section 992. Special Borrow Embankment. . . . . . . . . . . . . . . . . . . 5-D-324 Section 995. Micropiles. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-325 Section 998. Flowable Fill. . . . . . . . . . . . . . . . . . . . . . . . . . . . . . . 5-D-326

Government Furnished Information (GFI)

APM 025E – Revised 7/12/2021 1

ATTACHMENT 1 – FHWA SUBCONTRACTING PLAN

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 template as needed.

*insert and complete additional tables if the contract includes option year(s).

1 Percentage = (subcontracted amount in the category/total planned subcontracted amount) 2 Planned subcontracts to “other than small business” concerns + subcontracts to Small Business concerns = 100% 3 SDVOSB is a subcategory of VOSB. Any dollar amount applied to SDVOSB also applies to VOSB.

4 In this document, the term WOSB includes Economically Disadvantaged WOSB (EDWOSB) concerns.

SUBCONTRACTING GOALS – BASE YEAR

Total prime contract amount – Base Year: $ [insert amount] Total planned subcontracted amount (regardless of firm/entity size status) – Base Year: $ [insert amount]

Total planned subcontracts to “other than small business” concerns (i.e., large, non-profit, university, etc.) $[insert amount] [insert

#]%1 Total planned subcontracts to Small Business concerns: $[insert amount] [insert

#]%2

• Total planned subcontracts to Veteran Owned Small Business concerns (VOSB)3:

$[insert amount] [insert #]% o Total planned subcontracts to Service-Disabled Veteran Owned Small Business (SDVOSB) concerns: $[insert amount] [insert #]%

• Total planned subcontracts to Historically Underutilized Business Zones (HUBZones): $[insert amount] [insert #]%

• Total planned subcontracts to Small Disadvantaged Business (SDB) concerns (includes 8(a), Alaska Native Corporations (ANC), and Indian Tribes):

$[insert amount] [insert #]%

• Total planned subcontract awards to Women-Owned Small Business concerns (WOSB)4 concerns:

$[insert amount] [insert #]% DRAFT

APM 025E – Revised 7/12/2021 2

1.1 Rationale if establishing a goal lower than 3% for VOSB:

1.2 Rationale if establishing a goal lower than 3% for SDVOSB:

1.3 Rationale if establishing a goal lower than 3% for HUBZone:

1.4 Rationale if establishing a goal lower than 5% for SDB:

1.5 Rationale if establishing a goal lower than 5% for WOSB:

1.6 Rationale if establishing a goal lower than the current DOT subcontracting goal:

2. The following principal types of supplies and/or services are planned to be subcontracted under this contract. [Add additional rows if more space is needed.]

5 List all applicable size standards for each proposed subcontractor.

Type of Supply/Service to be Subcontracted

Company/Firm

Name

Subcontracted

Amount

Subcontractor Size

Standard (Other Than

SB, SB, VOSB, SDVOSB,

HUBZone, SDB, WOSB)5 https://www.sba.gov/document/support-agency-contracting-goals

APM 025E – Revised 7/12/2021 3

3. The following methods were 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 (www.SAM.gov), Dynamic Small Business Search (www.DSBS.sba.gov), 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, VOSB, SDVOSB, HUBZone, SDB and WOSB subcontractors:

7. The following individual will administer the subcontracting program:

Name:

Title:

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, SDB, VOSB, SDVOSB, HUBZone, and

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

http://www.sam.gov/ http://www.dsbs.sba.gov/

APM 025E – Revised 7/12/2021 4

[initial] 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, VOSB, SDVOSB, HUBZone, SDB and WOSB concerns; a description of the offeror’s efforts to locate SB, VOSB, 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:

[Initial each line]

Cooperate in any studies or surveys as may be required;

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

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;

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 19.704(a)(10)(iv);

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

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;

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;

http://www.esrs.gov/

APM 025E – Revised 7/12/2021 5

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;

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;

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

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).

Submitted by:

POC Name:

Title:

Email Address:

Company Name:

DUNS/CAGE:

Mailing Address:

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

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION

a. NAME

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

SUITE E2-3-300

693C73

ASHBURN VA 20147

SEE BLOCK 7

Shirley Anderson

b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS) eflhd.contracts@dot.gov

SEE BLOCK 10

x 06/15/2022

693C7323R000001

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

The proposed Design Build project for PR ER DOT PRMNT RPR(14) consists of the repairs 46 landslides, pavement washouts, and other miscellaneous damages caused by hurricanes Irma and Maria. The damages are located in PR-111 between kilometers 43.1 and 66.9; PR-123 between kilometers 48.8 and 60.4; PR-140 between kilometers 14.15 and 31.5; PR-611 between kilometers 1.3 and 7.1; and PR-6111 at kilometer 1.9 in the municipality of Utuado, Puerto Rico.

Schedule A (Base Contract)

Schedule B (Base Contract)

Schedule C (Base Contract)

Schedule D (Option 1)

Schedule E (Option 2)

See other Government Furnished Information (GFI's)

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 1360 calendar days and complete it within ________________ ________________ calendar days after receiving

CONTINUATION SHEET, BLOCK 11

08/11/2022

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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Federal Highway Administration Eastern Federal Lands Highway Division ATTN: Construction Branch Quantum Park 22001 Loudoun County Parkway Suite E2-2-200 Ashburn, VA 20147

Federal Highway Administration Eastern Federal Lands Highway Division A/P Branch, AMZ-150 P.O. Box 25710 or E-MAIL

9-AMC-AMZ-EFLINVOICES@FAA.GOV

Oklahoma City, OK 73125

EFLHD-CO

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BID BOND

(See instructions on reverse)

OMB Control Number: 9000-0045 Expiration Date: 8/31/2022

PRINCIPAL (Legal name and business address) TYPE OF ORGANIZATION ("X" one)

STATE OF INCORPORATION

SURETY(IES) (Name and business address)

PERCENT

OF BID

PRICE

PENAL SUM OF BOND

AMOUNT NOT TO EXCEED

MILLION(S) THOUSAND(S) HUNDRED(S) CENTS

BID IDENTIFICATION

BID DATE INVITATION NUMBER

PRINCIPAL

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1. 2.

2.

3.

3.

(Seal) (Seal) (Seal) Corporate Seal

INDIVIDUAL SURETY(IES)

SIGNATURE(S)

NAME(S)

(Typed)

1.

1.

2.

2.

(Seal) (Seal)

CORPORATE SURETY(IES)

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

AUTHORIZED FOR LOCAL REPRODUCTION

Previous edition is NOT usable

STANDARD FORM 24 (REV. 8/2016)

Prescribed by GSA - FAR (48 CFR) 53.228(a)

FOR (Construction, Supplies or Services)

OBLIGATION:

We, the Principal and Surety(ies) are firmly bound to the United States of America (hereinafter called the Government) in the above penal sum. For payment of the penal sum, we bind ourselves, our heirs, executors, administrators, and successors, jointly and severally. However, where the Sureties are corporations acting as co-sureties, we, the Sureties, bind ourselves in such sum "jointly and severally" as well as "severally" only for the purpose of allowing a joint action or actions against any or all of us. For all other purposes, each Surety binds itself, jointly and severally with the Principal, for the payment of the sum shown opposite the name of the Surety. If no limit of liability is indicated, the limit of liability is the full amount of the penal sum.

CONDITIONS:

The Principal has submitted the bid identified above.

THEREFORE:

The above obligation is void if the Principal - (a) upon acceptance by the Government of the bid identified above, within the period specified therein for acceptance (sixty (60) days if no period is specified), executes the further contractual documents and gives the bond(s) required by the terms of the bid as accepted within the time specified (ten (10) days if no period is specified) after receipt of the forms by the principal; or (b) in the event of failure to execute such further contractual documents and give such bonds, pays the Government for any cost of procuring the work which exceeds the amount of the bid.

Each Surety executing this instrument agrees that its obligation is not impaired by any extension(s) of the time for acceptance of the bid that the Principal may grant to the Government.

Notice to the surety(ies) of extension(s) is waived. However, waiver of the notice applies only to extensions aggregating not more than sixty (60) calendar days in addition to the period originally allowed for acceptance of the bid.

WITNESS:

The Principal and Surety(ies) executed this bid bond and affixed their seals on the above date.

DATE BOND EXECUTED (Must not be later than bid opening date)

Paperwork Reduction Act Statement - This information collection meets the requirements of 44 USC § 3507, as amended by section 2 of the Paperwork Reduction Act of 1995. You do not need to answer these questions unless we display a valid Office of Management and Budget (OMB) control number. The OMB control number for this collection is 9000-0045. We estimate that it will take 1 hour to read the instructions, gather the facts, and answer the questions. Send only comments relating to our time estimate, including suggestions for reducing this burden, or any other aspects of this collection of information to: General Services Administration, Regulatory Secretariat Division (M1V1CB), 1800 F Street, NW, Washington, DC 20405.

JOINT VENTURE

OTHER (Specify)

PARTNERSHIPINDIVIDUAL

CORPORATION

INSTRUCTIONS

1. This form is authorized for use when a bid guaranty is required. Any deviation from this form will require the written approval of the Administrator of General Services.

2. Insert the full legal name and business address of the Principal in the space designated "Principal" on the face of the form. An authorized person shall sign the bond. Any person signing in a representative capacity (e.g., an attorney-in-fact) must furnish evidence of authority if that representative is not a member of the firm, partnership, or joint venture, or an officer of the corporation involved.

3. The bond may express penal sum as a percentage of the bid price. In these cases, the bond may state a maximum dollar limitation (e.g., 20% of the bid price but the amount not to exceed dollars).

4. (a) Corporations executing the bond as sureties must appear on the Department of the Treasury's list of approved sureties and must act within the limitations listed therein. The value put into the LIABILITY LIMIT block is the penal sum (i.e., the face value) of the bond, unless a co-surety arrangement is proposed.

(b) When multiple corporate sureties are involved, their names and addresses shall appear in the spaces (Surety A, Surety B, etc.) headed "CORPORATE SURETY(IES)." In the space designated "SURETY(IES)" on the face of the form, insert only the letter identifier corresponding to each of the sureties. Moreover, when co-surety arrangements exist, the parties may allocate their respective limitations of liability under the bond, provided that the sum total of their liability equals 100% of the bond penal sum.

(c) When individual sureties are involved, a completed Affidavit of Individual Surety (Standard Form 28) for each individual surety, shall accompany the bond.

The Government may require the surety to furnish additional substantiating information concerning its financial capability.

5. Corporations executing the bond shall affix their corporate seals. Individuals shall execute the bond opposite the word "Corporate Seal"; and shall affix an adhesive seal if executed in Maine, New Hampshire, or any other jurisdiction requiring adhesive seals.

6. Type the name and title of each person signing this bond in the space provided.

7. In its application to negotiated contracts, the terms "bid" and "bidder" shall include "proposal" and "offeror."

NAME &

ADDRESS

STATE OF INCORPORATION LIABILITY LIMIT ($)

SIGNATURE(S)

NAME(S) &

TITLE(S)

(Typed)

1.

1.

2.

2. Corporate Seal

Corporate Seal

LIABILITY LIMIT ($)STATE OF INCORPORATION

2.

2.

1.

1.NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

Corporate Seal

LIABILITY LIMIT ($)

2.

2.

STATE OF INCORPORATION

1.

1.

NAME(S) &

TITLE(S)

(Typed)

SIGNATURE(S)

NAME &

ADDRESS

STANDARD FORM 24 (REV. 8/2016) BACK

1-A-1

PART 1. INSTRUCTIONS TO OFFERORS

1. A. GENERAL

1.A.1 General Information

This Request for Proposals (RFP) is issued by the Federal Highway Administration, Eastern Federal Lands Highway Division (EFLHD), in cooperation with the Federal Highway Administration’s Puerto Rico Division (FHWA-PR), and the Puerto Rico Highway and Transportation Authority (PRHTA) to solicit competitive proposals for a Design-Build (D-B) contract for the Landslide Repairs in Utuado, Puerto Rico, Project No. PR ER DOT PRMNT RPR(14). This RFP is issued as a D-B selection process. Those Offerors selected are invited to submit Proposals to design and build the Project according to the requirements and procedures contained in this RFP. Selected Offerors are those firms/teams who were notified in writing by EFLHD inviting them to participate in the selection process, as a result of their performance in the Request for Qualifications (RFQ) process.

Offerors are directed to Federal Acquisition Regulations (FAR) Subpart 9.5 and must describe any actual, apparent, or potential organizational conflict of interest as part of their technical proposal if awarded the contract. Offerors shall also describe any action(s) it has taken or proposes to take to avoid or mitigate any conflict, and shall set forth any other information that the Offeror believes would be helpful to the Contracting Officer (CO) in analyzing the situation.

The Offerors invited to submit proposals are as follows:

1. *******

2. *******

3. *******

1.A.2 Description of Project

The project consists of repairing and restoring the roadway prism to reestablish safe and reliable access including repairing landslides, pavement washouts, reestablishing drainage, and performing other related miscellaneous work for addressing the damage caused by hurricanes Irma and Maria. The damages are located in PR-111 between kilometers 43.1 and 66.9; PR-123 between kilometers 48.8 and 60.4; PR-140 between kilometers 14.15 and 31.5; PR-611 between kilometers 1.3 and 7.1; and PR-6111 at kilometer 1.9 in the municipality of Utuado, Puerto Rico.

The intent of the contract will be to design and construct repairs to address the damages caused by the hurricanes and incorporate resiliency by including mitigation measures to reduce the possibility of recurrence within the site locations.

This RFP contains conceptual design documents for many of the sites prepared under previous contracts managed by the PRHTA. These government furnished documents are for information purposes only. The provided design files are conceptual in nature and were developed using data several years old. Therefore, the Offeror is to expect and shall consider in the proposal that actual size and scope of the repairs may have changed from what is represented in the government furnished documents.

1-A-2

NEPA Compliance: Eastern Federal Lands Highway Division (EFLHD) issued a Finding of No Significant Impact (FONSI) for National Environmental Protection Act (NEPA) compliance in August 2021. In addition, Categorical Exclusions (CE) for multiple individual sites have been approved based on the conceptual designs provided in the contract documents. The final design and construction for all sites shall adhere to the conditions and mitigation measures outlined in the FONSI and CEs included in the government furnished documents as well as those to be developed for the project sites included in this contract. Any CE’s not included in the government furnish documents will prepared by EFLHD as design progresses. The design will be subject to review by EFLHD, PRHTA, Federal Highway Administration’s Puerto Rico Division (FHWA-PR), and other government agencies and consulting parties.

Right-of-Way (ROW): The government furnished conceptual design documents may include ROW information. In some instances, the conceptual design repair fall within the existing PRHTA/DTOP ROW or the government has completed acquisition of the required ROW as shown in the conceptual plans. The Offeror shall consider in their technical and price proposal, that ROW acquisition may still be necessary.

All final designs, including Alternate Designs by the Offeror, will be required to be within the existing Right-of-Way or within the ROW necessary to complete the conceptual design shown in the government furnished documents, unless approved otherwise by the CO. A ROW certificate approved by the Government will be required before starting construction operations.

When the proposed project limits are outside of existing PRHTA/DTOP ROW, the Offeror will be responsible of performing the ROW studies to provide FHWA and PRHTA the necessary information to acquire the necessary ROW for completing the proposed repairs. The Offeror shall consider the timeframe required for completing ROW acquisitions in their technical and price proposals. Refer to Sections 112 and 121 of the Special Contract Requirements (RFP Part 5).

Design: Refer to Section 121 of the Special Contract Requirements (RFP Part 5) for the design development phases. When the government furnished documents include a proposed conceptual design solution for a site, the Offeror will have the option of developing the conceptual design into a final solution by correcting any deficiencies and/or adjusting the design to meet existing site conditions and other applicable RFP requirements. The Offeror may instead propose a different repair solution for those sites and if approved, continue into the design development phases. All costs for establishing and developing the design of the final repair solution are to be included in the Offeror’s price proposal.

Construction Notice to Proceed: The roadway plans may be submitted to the CO in logical subsections. No construction may be started until the Government reviews the Final Design submission for that element of work and determines it is satisfactory for the purposes of construction. The CO will notify the Contractor when the design is cleared for construction.

Refer to Subsection 2.H.8

Regardless of how the Offeror chooses to proceed, the Offeror is responsible for reviewing government furnished documents and confirm that the information contained is accurate and complies with contract requirements before its use. The Offeror accepts full responsibility of any

1-A-3 information and data adopted from the government furnished documents.

The work is split into bid schedules as follows:

Base Contract (Schedules A, B, and C)

Schedule A (PR-111 and PR-6111):

The base contract for the project is for the design and construction of repairs at the sites damaged by hurricanes Irma and Maria in PR-111 from kilometer 43.1 to 56.4, from kilometer 62.2 to 66.05, and at kilometer 66.9, and PR-6111 at kilometer 1.9, as shown in Table 1. The work includes, but is not limited to, the construction of gravity gabion walls, gravity gabion wall with nails, cantilever sheet pile walls, gabion mattresses - channelization, gabion faced soil nail walls, gravity concrete walls, cantilever reinforced concrete walls, box culverts, pavement rehabilitation and reconstruction, and other miscellaneous work.

Table 1

Schedule A Sites

Road Kilometer ER-HWY Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-111

43.1 34 895579 Gravity Gabion Wall

43.3 35 895579 Gravity Gabion Wall

43.4 36 895579 Gravity Gabion Wall

44.9 37 805579 Cantilever Sheet Pile Wall

45.4 38 895579 Gravity Gabion Wall

45.9 39 850579 Gravity Gabion Wall

46.2 40 850579 Gravity Gabion Wall

46.3 41 850579 Gravity Gabion Wall

50.4 44 850579 Gravity Gabion Wall

55.1 46 850579 Gabion Mattress - Channelization

55.9 45 850579 Gravity Gabion Wall with Nails

56.22 47 865579 Gravity Gabion Wall

56.4 48 895579 Gravity Gabion Wall

62.2 50 865579 No Earth Retaining Structure Identified

64.98 51 865579 Gabion faced Soil Nail Wall

65.32 52 895579 Gravity Concrete Wall

66.05 54 865579 Gabion faced Soil Nail Wall

66.9 56 865579 Cantilever Reinforced Concrete Wall

PR-6111 1.9 395 805579 Gravity Gabion Wall and Box Culvert

1-A-4

Schedule B (PR-140):

This bid schedule is for the design and construction of repairs at the sites damaged by hurricanes Irma and Maria in PR-140 from kilometer 14.15 to 23 and from kilometer 26 to

31.5 as shown in Table 2. The work includes but is not limited to the construction of gravity gabion walls, gravity concrete walls, cantilever reinforced concrete walls, embankment constructions, pavement rehabilitation and reconstruction, and other miscellaneous work.

Table 2

Schedule B Sites

Road Kilometer ER-HWY Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-140

14.15 158 861579 Gravity Gabion Wall

14.8 159 863579 Gravity Gabion Wall

14.9 160 861579 Cantilever Reinforced Concrete Wall

15.0 161 863579 Embankment Construction

15.2 162 861579 Cantilever Reinforced Concrete Wall

16.1 163 885579 Gravity Gabion Wall

17.0 164 865579 Gravity Gabion Wall

17.2 165 865579 Gravity Concrete Wall

19.1 166 861579 Gravity Gabion Wall

19.2 167 865579 Gravity Gabion Wall

22.3 168 865579 Gravity Gabion Wall

23.0 169 885579 Cantilever Reinforced Concrete Wall

26.0 171 886579 Gravity Gabion Wall

31.5 175 886579 Gravity Gabion Wall

Schedule C (PR-611):

hurricanes Irma and Maria PR-611 between kilometers 1.3 and 7.1, as shown in Table 3. The work includes but is not limited to the construction of reinforced soil slopes (RSS), gravity gabion walls, pavement rehabilitation and reconstruction, and other miscellaneous work.

Table 3 Schedule C Sites

Road Kilometer ER-HWY Number

AC CON

Number

Conceptual Design Earth Retaining Structure Repair Type

PR-611

1.3 390 846579 Reinforced Soil Slope

1.7 391 846579 Gravity Gabion Wall

2.85 392 846579 Gravity Gabion Wall

3.1 393 846579 Reinforced Soil Slope

7.1 394 846579 Gravity Gabion Wall

1-A-5

In addition to the base contract, additional work may be added in the form of contract options (see FAR Clause 52.217-5). These contract options are for the design and construction of the following:

Option 1 (Schedule D) (PR-123):

hurricanes Irma and Maria in PR-123 between kilometers 48.8 and 60.4, as shown in Table 4.

The work includes but is not limited to the construction of gravity gabion walls with nails, anchored soldier pile walls, pavement rehabilitation and reconstruction, and other miscellaneous work.

Table 4 Schedule D Sites

Road Kilometer ER-HWY Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-123

48.8 91 848579 Gravity Gabion Wall with Nails

50.6 92 848579 Gravity Gabion Wall with Nails

50.8 93 848579 Gravity Gabion Wall with Nails

54.82 –

54.88 103 848579 Anchored Soldier Pile Wall

60.4 94 848579 No Conceptual Design provided

Option 2 (Schedule E) (PR-111 and PR-140):

hurricanes Irma and Maria in PR-111 at kilometer 59.45 and 66.2 and PR-140 at kilometer 23.55, as shown in Table 5. The work includes but is not limited to the construction of concrete gravity wall, embankment constructions, box culvert, pavement rehabilitation and reconstruction, and other miscellaneous work.

Table 5

Schedule E Sites Road Kilometer ER-HWY

Number

AC CON

Number

Conceptual Earth Retaining Structure Repair Type

PR-111 59.45 49 865579 Concrete Gravity Wall PR-111 66.2 53 805579 Open Bottom Box Culvert PR-140 23.55 170 865579 Embankment Construction

The Scope of Work (SOW) required in this contract includes, but is not limited to:

Design Phase:

1. Overall project management, including formal and informal coordination with FHWA-PR, FHWA-EFLHD, PRHTA, and other local government agencies;

2. Community and Stakeholder involvement and coordination, including organizing, leading, and documenting meetings with Stakeholders as well as Public meetings;

1-A-6

3. Surveying and mapping;

4. Design, coordination, and approval from PRHTA and FHWA-EFLHD, and consulting parties;

5. Design of realignments;

6. Geometric roadway design;

7. Pavement design, including:

• Pavement field reconnaissance and investigation, and

• Pavement analysis, design, and recommendations report following the

PRHTA Design Directives, latest edition.

8. Incorporate measures to improve resiliency of the design and prepare a report on the implementation in the final repair;

9. Preparation of soil erosion and sediment control design for all phases of construction using applicable minimum criteria and standards for the Erosion and Sediment Control Regulations;

10. Coordinate and provide resolution to review comments by FHWA-EFLHD, PRHTA and other projects Stakeholders;

11. Preparation and development of ROW acquisition plans, preforming title and owner deed investigations, and other related work for ROW acquisition;

12. Preparation and coordination of approval for of any required design waivers and/or exceptions, submission, resolution of comments, and obtaining all required design waivers and exceptions for approval of the project documents per PRHTA and FHWA requirements;

13. Geotechnical subsurface exploration and associated laboratory testing;

14. Development of geotechnical and structural analysis and design reports following but not limited to:

• AASHTO LRFD Bridge Design Specifications, latest edition,

• the Federal Lands Highway - Project Development and Design Manual

(PDDM), and latest edition, and

• the PRHTA Design Directives, latest edition;

15. Design of earth retaining structure;

16. Design of permanent pavement marking and traffic control signs in compliance with

MUTCD and PRHTA requirements for vehicular and vulnerable user traffic;

17. Design of traffic safety countermeasures;

18. Design of temporary and/or permanent traffic signal system, including connection to power supply and telecommunication system as necessary;

19. Design of roadside barrier following latest crash standards and Roadside Design

Guide;

20. Development and updating of a Transportation Management Plan (TMP), in accordance with the PRHTA’s Design Directive #410, Work Zone Safety and Mobility Policy, and the MUTCD;

21. Field survey all hydraulic features and natural waterways;

22. Inspection and Condition Report of existing culverts, inlets and outlets proposed to remain in place;

23. Development of Hydrology and Hydraulic recommendations and report;

24. Development of scour analysis for infrastructures;

25. Design of scour countermeasures for infrastructures;

26. Design of storm drains, pavement drainage, waterways, outlet protection, and culverts;

27. Design of drainage outfall repair and stabilization;

1-A-7

28. Design of stormwater management (SWM) features;

29. Investigation and evaluation of historical and archeological resources, development of cultural resource assessment study,

30. Investigation and evaluation of biological resources;

31. Design of protections for existing historic features, cultural landscapes, natural resources, and/or archeological resources, as required and/or identified in the NEPA document;

32. Preparation of plans, specifications, and all supporting design documentation;

33. Preparation of mitigation plan of noise and vibration per permit requirements;

34. Preparation of mitigation plan of tree trimming and/or removal per permit requirements;

35. Performing lead and asbestos containing material studies on structures or items affected by construction, preparing reports, negative certifications, and remediating as needed;

36. Preparation of a Storm Water Pollution Prevention Plan (SWPPP);

37. Acquiring approval of the Erosion and Sediment Control Plan, the SWPPP and any other environmental permits,

38. Wetland investigation and/or Jurisdictional Determination,

39. Field verification of mapping, supplemental survey, photogrammetry and mapping as necessary, research of affected properties, and property boundary location;

40. Preparation of right-of-way plans and plats, and design support for the acquisition of any additional right-of-way and permanent or temporary easements necessary for construction;

41. Preparation of temporary construction easements;

42. Utility designation, location, and mapping, and other utility investigations, including test holes where needed;

43. Design, plan, and coordinate utility relocations and adjustments for all affected utilities;

44. Project administration, management, and scheduling;

Construction Phase:

45. Overall project management, including formal and informal coordination with FHWA, PRHTA, and other local government agencies;

46. Community and Stakeholder involvement and coordination, including organizing, leading, and documenting meetings with Stakeholders as well as Public meetings;

47. Surveying and mapping;

48. Project administration, management, and scheduling;

49. Coordination and acquisition of environmental and construction permits, including the payment of all associated permitting fees;

50. Implementing permit requirements,…