A001 DEVA 7.18.24.pdf

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 or (c) By separate letter or electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT 1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

7. ADMINISTERED BY (If other than Item 6) CODE

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers is extended. is not extended.

12. ACCOUNTING AND APPROPRIATION DATA (If required) copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

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

IT MODIFIES THE CONTRACT/ORDER NUMBER AS DESCRIBED IN ITEM 14.

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER

NUMBER IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation data, 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)

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.

15C. DATE SIGNED

15A. NAME AND TITLE OF SIGNER (Type or print)

16C. DATE SIGNED

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

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

PAGE OF PAGES

6. ISSUED BY CODE

8. NAME AND ADDRESS OF CONTRACTOR (Number, street, county, State and ZIP Code) (X)

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT IN BLOCK 19 OF THE SF 1442 BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

6982AF

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

NOTICE TO BIDDERS

A-iii

TECHNICAL QUESTIONS REGARDING THIS SOLICITATION WILL NOT BE

ACCEPTED AFTER 4 P.M. ON , 202

Questions can be submitted to CFLContracts@dot.gov. Questions and answers will be posted at https://sam.gov

Modifications to Bids - Bids may be modified or withdrawn by regular mail, electronic commerce (email) or facsimile, if such notice is received prior to the time specified for receipt of bids. The Government will not be responsible for ANY failure attributable to the transmission or receipt of electronic commerce (email) or facsimile data.

For all modifications, we STRONGLY ENCOURAGE you to resubmit the entire bid schedule with a unit price and amount for every bid item, and a Schedule Total. See FAR Provision 52.214-5, Submission of Bids. Modifications which make the bid ambiguous, indefinite, or uncertain as to any essential requirement of the contract will cause the bid to be rejected as nonresponsive.

FAX Number to submit modifications to bids for this project is (720) 963-3360

Email Address to submit modifications to bids for this project is cflcontracts@dot.gov

FAR 36.211 requires a description of the Federal Highway Administration’s (FHWA) procedures that apply to definitization of equitable adjustments for change orders under construction contracts.

It also requires that FWHA furnish data on the agency’s past performance, for the prior 3 fiscal years, regarding the time required to definitize equitable adjustments for change orders under construction contracts.

Change orders as defined in FAR 2.101 are changes to the contract work pursuant to FAR 52.243-4, Changes.

There are no agency-specific additional policies and procedures that exist at this time.

The table below contains data regarding the definitization of equitable adjustments for change orders under construction contracts by fiscal year (FY).

Time to definitize after receipt of an adequate change order definitization proposal under construction contracts

Number of change order proposals definitized under construction contracts

FY 2021 FY 2022 FY 2023

0 to 30 days 0 0 0 31 to 60 days 0 1 0 61 to 90 days 1 0 0 91 to 180 days 2 2 1 181 to 365 days 1 0 1 366 or more days 4 2 0

Amendment A001 07/18/2024

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

6982AF24B000010

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

0 / /202

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

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

HFLCEO240277PR

6. PROJECT NO.

CA ERFO NP DEVA 2023-3(2)

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

Laura Vallejos, Contract Specialist Federal Highway Administration Central Federal Lands Division Office 12300 W. Dakota Avenue Lakewood, CO 80228

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

ROADWAY CONSTRUCTION PROJECT IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, CONSTRUCTION WAGE RATE REQUIREMENT RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS, FP-14, U.S. CUSTOMARY UNITS

See Subsection 104.04 of the FP-14 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

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

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

ADDITIONAL SOLICITATION REQUIREMENTS:

Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m. (hour) local time on / /2 (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.

B. An offer guarantee is is not required.

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.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

STANDARD FORM 1442 (REV. 12/2022)

Prescribed by GSA

FAR (48 CFR) 53.236-1(d)

X

X

X

X

X

A-1

A - 6

Bidder/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 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 corrected unit price extension shall govern. When the word "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 all of the amounts bid for each pay item and show the total bid amount.

Bid Schedule

Project No:CA ERFO NP DEVA 2023-3(2) Project Name:Repairs and Armoring

A - 7

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE

2 EACH $____________ $____________

A0080 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0100 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0120 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0140 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0160 20301-1100 REMOVAL OF GATE

10 EACH $____________ $____________

A0180 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

2,025 SQYD $____________ $____________

A0200 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS

ALL LPSM $___LPSM_____ $____________

A0220 20420-0000 EMBANKMENT CONSTRUCTION

450 CUYD $____________ $____________

A0240 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

980 CUYD $____________ $____________

A0260 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

2,585 SQYD $____________ $____________

A0280 30203-2140 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE, 6-INCH DEPTH

215 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA ERFO NP DEVA 2023-3(2)

A - 8

A0300 30301-6000 ROADWAY RECONDITIONING

2.800 MILE $____________ $____________

A0320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

9,295 SQYD $____________ $____________

A0340 60201-0800 24-INCH PIPE CULVERT

95 LNFT $____________ $____________

A0360 60901-2100 CURB, ASPHALT, 4-INCH DEPTH

650 LNFT $____________ $____________

A0380 61501-1100 SIDEWALK, ASPHALT

2,025 SQYD $____________ $____________

A0400 61801-0000 CONCRETE BARRIER

2,450 LNFT $____________ $____________

A0420 61902-0900 GATE, METAL

23 EACH $____________ $____________

A0440 61921-1000 REMOVE AND RESET FENCE

45 LNFT $____________ $____________

A0460 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

50 HOUR $____________ $____________

A0480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

50 HOUR $____________ $____________

A0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

50 HOUR $____________ $____________

A0520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

50 HOUR $____________ $____________

A0540 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

50 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA ERFO NP DEVA 2023-3(2)

A - 9

A0560 62301-0000 GENERAL LABOR

50 HOUR $____________ $____________

A0580 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

50 HOUR $____________ $____________

A0600 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES)

ALL LPSM $___LPSM_____ $____________

A0620 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHAEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

A0640 63301-0000 SIGN SYSTEM

5 EACH $____________ $____________

A0660 63308-3000 OBJECT MARKER, TYPE 3

5 EACH $____________ $____________

A0680 63316-1000 REMOVE AND RESET SIGN

8 EACH $____________ $____________

A0700 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

4.933 MILE $____________ $____________

A0720 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A0740 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA ERFO NP DEVA 2023-3(2)

A - 10

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

X0001 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0011 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

X0021 15214-2000 SURVEY AND STAKING, RETAINING WALL

ALL LPSM $___LPSM_____ $____________

X0031 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0041 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0051 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

X0061 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

X0071 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

5,500 CUYD $____________ $____________

X0081 25305-1000 REVET MATTRESS, GALVANIZED OR ALUMINIZED COATED

625 SQYD $____________ $____________

X0091 25701-0100 CONTRACTOR FURNISHED GABION WALL DESIGN

ALL LPSM $___LPSM_____ $____________

X0101 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

7,670 SQYD $____________ $____________

X0111 61801-0000 CONCRETE BARRIER

720 LNFT $____________ $____________

X0121 62201-0200 DUMP TRUCK, 8 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

X0131 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

24-INCH WIDTH

30 HOUR $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA ERFO NP DEVA 2023-3(2)

A - 11

X0141 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY

30 HOUR $____________ $____________

X0151 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

30 HOUR $____________ $____________

X0161 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY

30 HOUR $____________ $____________

X0171 62301-0000 GENERAL LABOR

30 HOUR $____________ $____________

X0181 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES

30 HOUR $____________ $____________

X0191 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (BIOLOGICAL SERVICES)

ALL LPSM $___LPSM_____ $____________

X0201 62303-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES (ARCHAEOLOGICAL

MONITOR)

ALL LPSM $___LPSM_____ $____________

X0211 63301-0000 SIGN SYSTEM

24 EACH $____________ $____________

X0221 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

X0231 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID

4.800 MILE $____________ $____________

X0241 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A001 X0750 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:CA ERFO NP DEVA 2023-3(2) Project Name:Repairs and Armoring

Submitted by:____________________________________ Schedule Total:____________

A - 1

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - )

Schedule X - Option(A - 1 )

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:CA ERFO NP DEVA 2023-3(2)

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CA ERFO NP DEVA 2023-3(2)

Repairs and Armoring

PMIS 335763

Section 107. — LEGAL RELATIONS AND RESPONSIBILITY TO THE

PUBLIC

107.01 Laws to be Observed. Add the following:

Section 401 and 404 of the Clean Water Act.

Comply with the terms and conditions of any permits that authorize the discharge of dredged or fill material in waters of the U.S., including Section 404 permits and Section 401 water quality certifications. Permits for Emigrant Canyon Road (Option X) are pending and will be provided prior to award of Option X. Anticipated mitigation for the Section 401 certification is completing work during no flow channel conditions. The anticipated permit for Section 404 is a Nationwide 3 which can be found at the link below.

https://usace.contentdm.oclc.org/utils/getfile/collection/p16021coll7/id/20099

National Pollutant Discharge Elimination System (NPDES)

Comply with the requirements of California Construction General Permit (CGP); Permit No.

2022-0057-DWQ

This permit is scheduled to expire on 8/31/2028. Amend the SWPPP and site plan when a new permit goes into effect to meet new permit conditions.

Allow 7 days from submittal of NOI and payment to issuance of permit.

(a) General. Designate a qualified Erosion Control Supervisor according to Subsection 157.03.

Obtain a separate NPDES permit associated with industrial activity for any mobile asphalt and concrete plants that provide material for the project. Provide a copy of the permit and acknowledgement letter to the CO for their records.

(b) Notice of Intent (NOI). Once the SWPPP is approved, the government will start the NOI in the California Water Boards Stormwater Multiple Application and Report Tracking System (SMARTS) and link the contractor’s qualified stormwater developer (QSD) to the NOI. The QSD will finish the NOI and notify the CO once the application is completed. The Government will certify the completed NOI in SMARTS. The NOI will be authorized once the contractor’s payment is processed by SMARTS. Do not perform any ground disturbing activities including clearing, grubbing, or earthwork until an acknowledgement letter is received from the regulatory agency and the SWPPP has been approved and implemented.

Post all project authorization numbers near the entrance to the site and on the bulletin board.

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PMIS 335763

(c) Payment of Permit Fees. Submit the appropriate permit fees and renewal fees required for both the Contractor and Government to the regulatory agency.

(d) Notice of Termination (NOT). File a NOT if the conditions listed in the CGP have been met or transfer the NOI to the maintaining agency when project has reached final acceptance.

Caltrans Standard Encroachment Permit.

Obtain and comply with the Caltrans Standard Encroachment Permit for placement of VMS signs within Caltrans Right of Way. Contractor to apply for permit from Caltrans and coordinate with initial permit obtained.

107.02 Protection and Restoration of Property and Landscape. Add the following after the

Add the following at the end of this subsection:

Locations of utilities have not been surveyed. One known existing waterline is located along Emigrant Canyon Road. Contractor to locate existing utilities prior to construction activities.

Table 107-1 Status of Utilities

Company Utility Type Contact Name

Phone Number Status 1, 2, 3, or 4

1 NPS Utilities Water, Sewer, Gas Telecom

Chuck Thompson

760-614-

Status 1: The utilities are in conflict with the project and require relocation by others during construction.

Status 2: The utilities are in conflict with the project and require relocation by the Contractor during construction.

Status 3: The utilities are in conflict with the project and require relocation by others before construction.

Status 4: The utilities are located within the project rights of way but require no relocation.

107.05 Responsibility for Damage Claims. Delete the first sentence of the third paragraph and substitute the following:

Before work begins, submit “certificates of insurance” certifying that the policies will not be changed or canceled until 30 days written notice has been given to the Government.

107.08 Sanitation, Health, and Safety. Delete the first paragraph and substitute the following:

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PMIS 335763

155.06 Baseline Schedule Updates. Delete the second paragraph and substitute the following:

Unless previously approved by the CO, changes to the construction schedule for the work that is still to be completed, can only be changed with a Time Impact Analysis according to Subsection 108.03, and a Baseline Construction Schedule revision according to Subsection 155.07. Receipt of a baseline construction schedule update with negative float does not constitute agreement by the Government of the revised completion date.

Add the following:

(f) Working Schedule. At each construction progress meeting, provide the CO with a written summary detailing the work completed in the previous week and the proposed work activities for the following two weeks. Provide detail of proposed operations that will affect traffic flow, residents and businesses adjacent to the project. Provide the CO with a schedule revision if the written summary significantly differs from the baseline construction schedule or the latest construction schedule revision.

155.07 Baseline Schedule Revision. Delete the first paragraph and substitute the following:

Submit a time impact analysis when requesting approval of a baseline schedule revision.

Submitting a proposed baseline schedule revision is not considered a notification of delay or of other basis for change. Continue to submit monthly schedule updates according to Subsection

155.06 until a baseline construction schedule revision is approved.

Section 156. — PUBLIC TRAFFIC

Construction Requirements

156.04 Accommodating Traffic During Work. Delete the first paragraph and substitute the following:

Accommodate traffic according to the MUTCD, contract traffic control drawings, Section 635, and this Section. Submit a traffic control plan for approval according to Subsection 104.03.

Submit a traffic control plan at least 30 days before intended use.

Contractor to coordinate with CO 7 days in advance of beginning any work.

156.05 Maintaining Roadways During Work.

(a) Add the following:

Do not construct diversions outside of the clearing limits or use alternate route detours without the approval of the CO.

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PMIS 335763

Payment

157.13 The accepted quantities will be paid at the contract price per unit of measurement for the Section 157 pay items listed in the bid schedule. Payment will be full compensation for the work prescribed in this Section. See Subsection 109.05.

(a) Progress payments for SWPPP will be paid as follows:

(1) 25 percent of the pay item amount will be paid on the approval of the SWPPP by the CO and upon receipt of authorization from the permitting agency that the project permit is active.

(2) An additional 50 percent of the pay item amount will be prorated based on total work completed.

(3) The remaining portion of the pay item amount will be paid when a copy of the final SWPPP and all accompanying documentation, to include, inspection reports, water quality sampling results, and annual report submittals, is submitted and accepted by the CO after the final inspection and resolution of punch list items.

(b) Progress payments for erosion and sediment control measures or devices will be paid as follows:

(1) 80 percent of the pay item amount will be prorated based on total contract work completed.

(2) 20 percent of the pay item amount will be paid at completion of contract after final acceptance.

Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Construction Requirements

203.05 Disposing of Material.

(a) Remove from Project. Add the following: Secure clearances according to Subsection 107.10.

(b) Burn. Delete the subsection.

(c) Bury. Delete the subsection.

203.0

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PMIS 335763

Section 253. — GABIONS AND REVET MATTRESSES

253.02. Add the following:

Unclassified Borrow 704.06 Select granular backfill 704.08

Construction Requirements

253.03 General. Delete the first sentence and substitute the following:

Survey according to Section 152 and verify the limits of the structure.

253.05 Structure Erection. Add the following to the first paragraph:

For gabion structures, grade the foundation for a width equal to the width of the gabion plus 2 feet. Where gabions are set on rocky foundations, place 6 inches of select granular backfill under the baskets.

253.07. Delete the subsection and substitute the following:

253.07 Backfilling and Embankment Construction.

When backfilling, place a geotextile filter over the back face of the gabion structure.

Concurrently with the cell filling operation, backfill the area behind the gabion structure with structural backfill according to Subsection 209.09. Compact each layer according to Subsection 209.10, except use an acceptable lightweight mechanical or vibratory compactor within 36 inches of the gabion structure.

When constructing embankment in front of the gabion structure, place a geotextile filter over the top and front face of the gabion structure, and construct embankment concurrent with gabion wall construction. Place and compact embankment material according to Subsections 209.09 and 209.10, except use an acceptable lightweight mechanical or vibratory compactor within 36 inches of the gabion structure.

Section 302. — MINOR CRUSHED AGGREGATE

302.04 Placing Crushed Aggregate. Add the following:

For surface course aggregate conform to subsection 703.05(a), 703.05(c) and set target values within the gradation range shown in Table 703-3.

302.06 Acceptance. Add the following to the second paragraph:

NPS PMIS No. 335763 Drwg. No. 143/193057

Sheet and Description

B6 B6 B7 B8 B8 B9 B9 B9 B10 B10 B11 B11 B12

BADWATER

ROAD

BONNIE

CLARE

ROAD

BEATTY

CUTOFF

ROAD

DANTES

VIEW ROAD

DAYTLIGHT

PASS ROAD

HARMONY

BORAX

TRAIL

MESQUITE

SPRINGS

CAMPGROUND

ROAD

NATURAL

BRIDGE

ROAD

MUD

CANYON

SUNSET

CAMPGROUND

ROAD

NORTH

HIGHWAY

TEXAS

SPRINGS

CAMPGROUND

ROAD

UBEHEBE

ROAD

B12 B13 B14 B15

WESTSIDE

ROAD

GATE

SUMMARY

EMIGRANT

CANYON

ROAD

SIGN

SUMMARY ALLOWANCE

A0380 61501-1100 SIDEWALK, ASPHALT 1,936

SQYD 89 2,025

A0400 61801-0000 CONCRETE BARRIER 80 850 150 1,310

LNFT 60 2,450

A0420 61902-0900 GATE, METAL

EACH 23 23

A0440 61921-1000 REMOVE AND RESET FENCE 40

LNFT 5 45

A0460 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 50

A0480 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 50

A0500 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 50

A0520 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 50

A0540 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 50

A0560 62301-0000 GENERAL LABOR

HOUR 50

A0580 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 50

A0600 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(BIOLOGICAL SERVICES) LPSM ALL

A0620 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(ARCHAEOLOGICAL MONITOR) LPSM ALL

A0640 63301-0000 SIGN SYSTEM

EACH 2 3 5

A0660 63308-3000 OBJECT MARKER, TYPE 3 As Directed by CO

EACH 5

A0680 63316-1000 REMOVE AND RESET SIGN

EACH 8 8

Bid Schedule

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8:

A M

MileStone: Amendment A001 Amendment Review Date: 07/11/24 Report Date: 07/11/24

C

U se rs \g re g.

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2) SUMMARY OF QUANTITIES - Schedule A

A M E N D M E N T

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

PROJECT

B2CA ERFO NP DEVA2023-3(2)

REPAIRS AND ARMORING

SHEET

NUMBER

B6 B6 B7 B8 B8 B9 B9 B9 B10 B10 B11 B11 B12

BADWATER

ROAD

BONNIE

CLARE

ROAD

BEATTY

CUTOFF

ROAD

DANTES

VIEW ROAD

DAYTLIGHT

PASS ROAD

HARMONY

BORAX

TRAIL

MESQUITE

SPRINGS

CAMPGROUND

ROAD

NATURAL

BRIDGE

ROAD

MUD

CANYON

SUNSET

CAMPGROUND

ROAD

NORTH

HIGHWAY

TEXAS

SPRINGS

CAMPGROUND

ROAD

UBEHEBE

ROAD

B12 B13 B14 B15

WESTSIDE

ROAD

GATE

SUMMARY

EMIGRANT

CANYON

ROAD

SIGN

SUMMARY ALLOWANCE

A0700 63402-0300 PAVEMENT MARKINGS, TYPE B, 0.718 0.136 1.325 0.117 1.049 0.045 0.022 0.495 0.015 0.583 0.004 0.220

SOLID MILE 0.204 4.933

A0720 63501-0000 TEMPORARY TRAFFIC CONTROL

LPSM ALL

A0740 63701-0000 FIELD OFFICE

EACH 1

Bid Schedule

-J ul -2

8:

A M

MileStone: Amendment A001 Amendment Review Date: 07/11/24 Report Date: 07/11/24

C

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3) SUMMARY OF QUANTITIES - Option A

A M E N D M E N T

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

PROJECT

B3CA ERFO NP DEVA2023-3(2)

REPAIRS AND ARMORING

SHEET

B6 B6 B7 B8 B8 B9 B9 B9 B10 B10 B11 B11 B12

BADWATER

ROAD

BONNIE

CLARE

ROAD

BEATTY

CUTOFF

ROAD

DANTES

VIEW ROAD

DAYTLIGHT

PASS ROAD

HARMONY

BORAX

TRAIL

MESQUITE

SPRINGS

CAMPGROUND

ROAD

NATURAL

BRIDGE

ROAD

MUD

CANYON

SUNSET

CAMPGROUND

ROAD

NORTH

HIGHWAY

TEXAS

SPRINGS

CAMPGROUND

ROAD

UBEHEBE

ROAD

B12 B13 B14 B15

WESTSIDE

ROAD

GATE

SUMMARY

EMIGRANT

CANYON

ROAD

SIGN

SUMMARY ALLOWANCE

X0001 15101-0000 MOBILIZATION

LPSM ALL

X0011 15201-0000 CONSTRUCTION SURVEY AND

STAKING LPSM ALL

X0021 15214-2000 SURVEY AND STAKING, RETAINING

WALL LPSM ALL

X0031 15301-0000 CONTRACTOR QUALITY CONTROL

LPSM ALL

X0041 15401-0000 CONTRACTOR TESTING

LPSM ALL

X0051 15501-0000 CONSTRUCTION SCHEDULE

LPSM ALL

X0061 15720-0000 STORM WATER POLLUTION

PREVENTION PLAN LPSM ALL

X0071 25302-1000 GABIONS, GALVANIZED OR

ALUMINIZED COATED CUYD 5,220 280 5,500

X0081 25305-1000 REVET MATTRESS, GALVANIZED OR

ALUMINIZED COATED SQYD 592 33 625

X0091 25701-0100 CONTRACTOR FURNISHED GABION

WALL DESIGN LPSM ALL

X0101 41801-1000 ASPHALT CONCRETE PAVEMENT

PATCH, TYPE 1 SQYD 7,307 363 7,670

X0111 61801-0000 CONCRETE BARRIER

LNFT 700 20 720

X0121 62201-0200 DUMP TRUCK, 8 CUBIC YARD

MINIMUM CAPACITY HOUR 30

X0131 62201-0550 BACKHOE LOADER, 6 CUBIC FOOT

MINIMUM RATED CAPACITY

BUCKET, 24-INCH WIDTH HOUR 30

X0141 62201-0950 WHEEL LOADER, 3 CUBIC YARD

MINIMUM RATED CAPACITY HOUR 30

X0151 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM

BLADE HOUR 30

X0161 62201-3350 HYDRAULIC EXCAVATOR, 1 CUBIC

YARD MINIMUM CAPACITY HOUR 30

X0171 62301-0000 GENERAL LABOR

HOUR 30

SUMMARY OF QUANTITIES - Option X

A M E N D M E N T

Line Item No.

Pay Item Number Pay Item Description Unit

C

U se rs \g re g.

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V al le y\

Am en dm en t 1\

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A

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Q A m m en dm en t

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4)

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

Bid Schedule

-J ul -2

8:

A M

MileStone: Amendment A001 Amendment Review Date: 07/11/24 Report Date: 07/11/24

PROJECT

B4CA ERFO NP DEVA2023-3(2)

REPAIRS AND ARMORING

SHEET

B6 B6 B7 B8 B8 B9 B9 B9 B10 B10 B11 B11 B12

BADWATER

ROAD

BONNIE

CLARE

ROAD

BEATTY

CUTOFF

ROAD

DANTES

VIEW ROAD

DAYTLIGHT

PASS ROAD

HARMONY

BORAX

TRAIL

MESQUITE

SPRINGS

CAMPGROUND

ROAD

NATURAL

BRIDGE

ROAD

MUD

CANYON

SUNSET

CAMPGROUND

ROAD

NORTH

HIGHWAY

TEXAS

SPRINGS

CAMPGROUN

D ROAD

UBEHEBE

ROAD

B12 B13 B14 B15

WESTSIDE

ROAD

GATE

SUMMARY

EMIGRANT

CANYON

ROAD

SIGN

SUMMARY ALLOWANCE

X0181 62302-1100 SPECIAL LABOR, HIRED SURVEY

SERVICES HOUR 30

X0191 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(BIOLOGICAL SERVICES) LPSM ALL

X0201 62303-1000 SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(ARCHAEOLOGICAL MONITOR) LPSM ALL

X0211 63301-0000 SIGN SYSTEM

EACH 24 24

X0221 63316-1000 REMOVE AND RESET SIGN

EACH 2 2

X0231 63402-0300 PAVEMENT MARKINGS, TYPE B,

SOLID MILE 4.505 0.295 4.800

X0241 63501-0000 TEMPORARY TRAFFIC CONTROL

LPSM ALL

A001 X0750 63701-0000 FIELD OFFICE

EACH 1

Bid Schedule

-J ul -2

8:

A M

MileStone: Amendment A001 Amendment Review Date: 07/11/24 Report Date: 07/11/24

C

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5) SUMMARY OF QUANTITIES - Option X

A M E N D M E N T

Line Item No.

Pay Item Number Pay Item Description Unit

Estimated Quantities

Remarks and/or Determination of

Estimated Quantity

PROJECT

B5CA ERFO NP DEVA2023-3(2)

REPAIRS AND ARMORING

SHEET