Amendment 0002 - NP CATO 10(5) 11(2) ETC.pdf

(x)

693C7325B000004 x x

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 electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT 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.

x

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1402/25/20250002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

01/23/2025

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

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

Project CATO 10(5), 11(2), ETC:

The purpose of this Amendment is to:

1. Remove the following Federal Acquisition Regulation (FAR) and Transportation Acquisition

Regulation (TAR) clauses and provisions from this solicitation in their entirety pursuant to Executive Order 14173 titled "Ending Illegal Discrimination and Restoring Merit-Based

Opportunity", effective January 21, 2025:

i. FAR clause 52.222-26 is removed from the FAR & TAR Clauses Incorporated by Reference section of the Index.

ii. FAR clause 52.222-21 is removed from the FAR & TAR Clauses Incorporated by Reference

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

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

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 27

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7325B000004/0002 section of the Index.

iii. FAR clause 52.222-27 is removed from the FAR

& TAR Clauses Incorporated by Reference section of the Index.

iv. FAR clause 52.222-9 is removed from the FAR &

TAR Clauses Incorporated by Reference section of the Index.

v. FAR provision 52.222-22 is removed from both

Section D - Representations and Certifications and from the FAR Provisions Incorporated by Full

Text section of the Index.

vi. FAR provision 52.222-23 is removed from both

Section F - Socioeconomic Program Requirements and from the FAR Provisions Incorporated by Full

Text section of the Index.

vii. TAR clause 1252.222-72 is removed from both

Section G - General Contract Requirements and from the TAR Clauses Incorporated by Full Text section of the Index.

2. Provide responses to additional questions/clarifications asked by interested bidders.

3. Replace the Solicitation Bid Schedule (B

Pages) pages B-1 - B-10, to revise and add new pay items.

4. Replace Plans - CATO 10(5) 11(2) ETC sheets

A01, C01, C02, C03, C10, N01, and 524, to add

S01-S23 Standards and Details, revise pay item quantities, revise the Construction Sign Summary, revise notes, and remove BIL signage.

The bid opening date of Tuesday, March 11, 2025, at 2:00 p.m. EDT remains unchanged.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0002

Project NP CATO 10(5), 11(2), ETC

Catoctin Mountain Park Solicitation: 693C73-25-B-000004

The purpose of this Amendment is to:

1. Remove the following Federal Acquisition Regulation (FAR) and Transportation Acquisition Regulation (TAR) clauses and provisions from this solicitation in their entirety pursuant to Executive Order 14173 titled “Ending Illegal Discrimination and Restoring Merit-Based Opportunity”, effective January 21, 2025:

i. FAR clause 52.222-26 is removed from the FAR & TAR Clauses Incorporated by Reference section of the Index.

ii. FAR clause 52.222-21 is removed from the FAR & TAR Clauses Incorporated by Reference section of the Index.

iii. FAR clause 52.222-27 is removed from the FAR & TAR Clauses Incorporated by Reference section of the Index.

iv. FAR clause 52.222-9 is removed from the FAR & TAR Clauses Incorporated by Reference section of the Index.

v. FAR provision 52.222-22 is removed from both Section D - Representations and Certifications and from the FAR Provisions Incorporated by Full Text section of the Index.

vi. FAR provision 52.222-23 is removed from both Section F - Socioeconomic Program Requirements and from the FAR Provisions Incorporated by Full Text section of the Index.

vii. TAR clause 1252.222-72 is removed from both Section G - General Contract Requirements and from the TAR Clauses Incorporated by Full Text section of the Index.

2. Provide responses to additional questions/clarifications asked by interested bidders.

3. Replace the Solicitation Bid Schedule (B Pages) pages B-1 - B-10, to revise and add new pay items.

4. Replace Plans - CATO 10(5) 11(2) ETC sheets A01, C01, C02, C03, C10, N01, and 524, to add S01-S23 Standards and Details, revise pay item quantities, revise the Construction Sign Summary, revise notes, and remove BIL signage.

The bid opening date of Tuesday, March 11, 2025, at 2:00 p.m. EDT remains unchanged.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Responses to Questions/Clarifications:

1. Typically, aggregate base is measured by the Ton not by the Cubic Yard. In the Plans, the estimated quantities are listed by the Cubic Yard. Is this able to be switched to Tons for less confusion.

Response: Pay item 30103-4000 Aggregate base grading C or D to remain as shown on the plans (Schedule A and B).

2. Type H markings require a 30 day wait period prior to placement, however there is not a pay item for any temporary striping. There are also no sign details to alert the public about no striping. What is FHWA intent in this situation?

Response: Follow the thermoplastic pavement marking manufacturer’s recommendations for application. Typically, hydrocarbon thermoplastic will require a 30 day wait period, however, an alkyd thermoplastic may be applied soon after paving.

Include “No Centerline” W8-12 signs for each schedule:

Schedule A: Quantity: 4 Signs Schedule B: Quantity: 2 Signs Schedule C: Quantity: 2 Signs

Schedule Line Item No.

Pay Item Number

Pay Item Description Unit Bid Schedule

Additional New Total Schedule A A1260 63504-1000 TEMPORARY TRAFFIC

CONTROL CONSTRUCTION

SIGN

SQFT 36 90

Schedule B B1290 63504-1000 TEMPORARY TRAFFIC

CONTROL CONSTRUCTION

SIGN

SQFT 18 70

Schedule C C1250 63504-1000 TEMPORARY TRAFFIC

CONTROL CONSTRUCTION

SIGN

SQFT 18 90

See the attached and updated Plan sheet pages.

3. Will signage quantities be updated to remove the bipartisan infrastructure signs?

Response: The bipartisan infrastructure signs will be removed from the project.

4. One note says work is permitted from November 1 to March 31. However, during this time the weather is unpredictable and paving operation are unlikely. Is this the time where unrestricted full closures can occur.

Work may progress throughout the year, including November 1 to March 31. Work on Schedule A can begin as early as June 2025, provided the necessary submittals are submitted, reviewed, and approved, except as stated in the SCRs (see SCRs for more information).

Section 108.03 subsection (3): Time adjustment for unscheduled events. Throughout the performance of the contract, there may be days or times where no work may be performed for Park security reasons. With little or no advanced notice, certain unscheduled events that affect Park roads may require the Contractor to temporarily suspend all construction operations and remove temporary lane closures. An unscheduled event that results in a temporary stoppage of construction activities will be considered the same as a single Rain Day in accordance with Subsection 155.02(h). If the unscheduled event that causes a temporary stoppage of construction activities occurs on the same day as a Rain Day, only the actual Rain Day will count.

Section 156.04.

Maintain one lane of traffic at all times.

• Close Foxville-Deerfield Road and the section of Park Central Road between Manahan

Road and Camp 3 to traffic during construction as approved by the CO. Open the roadway within 24 hours after completion of work or as directed by the CO.

• Do not close the section of Park Central Road between Foxville Road (Route 77) and Camp 3 to traffic during construction. Use single lane closures according to Section 635 and as shown in the plans.

Section 156.05)(b)

• Maintain access to Camp 3 on Park Central Road at all times. Maintain access to Owens Creek Campground on Foxville-Deerfield Road from May 1 to October 31

5. Another note states that work can start in June 2025. Can work under a single lane closure or full closure occur at this time.

Response: See response 4.

6. Can portions of Foxville-Deerfield Road and Park Central Road be closed. Is this a full closure or a one lane closure. Can this closure and work occur starting in June 2025

Response: See response 4.

7. Please Clarify the location of camp #3

Response: Location of Camp #3 is shown on Sheet A05 of the plans (± Sta. 258+00 Schedule B)

8. Does the park have a standard seed mix they would want the contractor to use? If not, would a VDOT roadside seed mix suffice?

Response: See Sheets M01-M05 of the plans, specifically Sheet M04 under criteria for allowed seed mix.

9. Please Confirm the size of culvert we are installing. The pay item B1180 – 18-Inch Equivalent Diameter Arch or Elliptical Pipe Culvert says we are to install an 18” culvert. The plans show we are to install a 14”x23” Reinforced Concrete Pipe.

Response: Install a 23”x14” RCP per the plans. See Sheet K01. See Detail E602-08.

10. In place of Diversion Fence can the contractor elect to use a Wire Backed Silt fence?

Response: No, the diversion fence in this situation is required based upon Maryland Department of Environment Water Management Administration.

11. Per the Drawings we are to install a 23”x14” RCP Pipe. Can you please specify what class RCP we are to install?

Response: Furnish and install Class HE-IV Reinforced Concrete Elliptical Pipe in accordance with

AASHTO M 207.

12. Schedule A shows 350 TN of 'Thin Lift Asphalt Concrete Pavement' (pay item A1180, shown on type sections B04 of plan set). This appears to be undefined within the the project documents as to the mix design. Per the attached, Maryland SHA guidelines show for a 0.75in lift thickness that a 4.75mm aggregate size mix would be the only potential mix which would meet the required lift thickness. Please confirm if this would meet the project requirements, and if a 64-22 liquid would be required as a binder.

Response: See Subsection 431.03 for Thin Lift Asphalt Concrete Pavement requirements. A state approved 4.75 mm mix with PG 64-22 binder that meets the requirements of Table 431-1 will be acceptable.

13. Do the Superintendent, SSHO and QC Manager need to be 3 separate individuals?

Response: The QC manager cannot be Superintendent or SSHO. The Superintendent may be SSHO. See Subsection 153.02 of the FP-14.

14. Can the period of performance be extended after award once the material/equipment lead times are confirmed due to current market conditions for the equipment for this project?

Response: See Section 108 of the FP-14.

15. Are soil boring reports available? If not, it will be assumed that excavation will be clear of rocks and obstructions.

Response: The Geotech and Pavement Investigation is included in the advertisement document.

16. Please provide the site visit attendee sign in sheet.

Response: The signing sheet is not required since there no pre-bid meeting.

17. Is there a bulk water fill i.e. a hydrant or water source we can pump from for grading operations in close proximity?

Response: Fire hydrants available in Camp Round Meadow, which is in close proximity to both Park Central and Foxville Deerfield roads. Meter is not required for the use.

18. Are there any specs for the type of stone to be mortared to the head wall?

Response: The stone to be government furnished per Section 620.03 in the SCR’s.

19. Are we to replace the grate at the inlet shown on detail E604-02A? If so, what line in the pricing schedule should we account for the cost?

Response: No, replace the concrete cover only.

20. Please provide a detour plan for pricing purposes.

Response: Detour sign quantities shown in Construction Sign Summary on Sheet C10. Also refer to the Temporary Traffic Control Narrative on Sheet N01, specifically note 16.

21. Section 108.01 states that work is permitted from Nov.1 to March 31 when the weather permits. Is this correct? Please confirm.

Response: Correct, 108.01 (c) states: Work is permitted from Nov.1 to March 31 when weather permits. However, one must consider the entirety Section 108.

22. Can both roads be closed during reconstruction excavation?

Response: The contractor is allowed to close Foxville-Deerfield and Park Central Road if the closures comply with Section 156 of the SCR’s.

23. The ¾ inch paving for Foxville - Deerfield in my experience seems to be light for traffic. When visiting the site, we noticed a tractor and trailer traveling on this road. Please confirm this is what is intended.

Response: The contractor is to follow the proposed plans as designed.

24. a. Is there a waste site for this project on site or will all the material need to be hauled away?

b. Looking at the detail sheet B01, for the shoulder backup on both roads show 5” under pavement and 9” on the shoulders with 3 and 4 Inches of topsoil on top of the stone. We suggest the shoulder should be all stone. If not, the topsoil will be rutted from traffic constantly. c. Please confirm material needed.

In addition, please confirm the shoulder section should be 2” deeper in the subgrade for the shoulders.

Response: 24a: No waste site had been identified for this project. The Contractor will be responsible for hauling and disposing of material as needed.

24b & 24c: Contractor to follow plan details and insert A as shown on Sheet B01.

25. For pay items B1300 & C1270 – 64707-1000 – Mitigation, Archaeological Site Monitoring. Is a written report detailing site monitoring required? Per the Maryland Historic Trust it mentions that monitoring should have “associated reporting, recording and recovery of major features or artifacts uncovered where practical”

Response: Yes, a written report of site monitoring activities is required as part of pay items pay items B1300 & C1270 – 64707-1000.

BID SCHEDULE INSTRUCTIONS

PROJECT: CATO 10(5), 11(2), ETC

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to

Bidders. While preparing the bid comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of Work by adding the amounts of the listed items and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP (standard specifications book) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options:

Schedule A (Base Contract) - Pages B-1 through B-3

Schedule B (Government Option 1) - Pages B-4 through B-6

Schedule C (Government Option 2) - Pages B-7 through B-9

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B and C (Government Options 1 and 2); see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price by proper utilization of programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedules B and C (Government Options 1 and 2) at that time. If additional funding is required for the award of Schedules B and C (Government Options 1 and 2), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B and C (Government Options 1 and 2) at the unit prices bid according to the following schedule:

Schedule B (Government Option 1): No later than the contract completion date for Schedule A (Base Contract).

Schedule C (Government Option 2): No later than the contract completion date for Schedule B (Government Option 1).

COMPLETION OF WORK

The Government has estimated the number of calendar days necessary to complete all work from the effective date of the Notice to Proceed to contract completion for the various award scenarios.

The maximum number of calendar days allowed (i.e. the contract performance period) is shown in Block 11 of the SF-1442 and described below.

If the Government awards the contract as Schedules A + B + C, the performance period to complete all work will be 183 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 62 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 58 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 59 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCRs). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc.); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc.); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc.). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCRs).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than June 2025. See Subsection 108.01 of the SCRs for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation

Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total +

Schedule C (Government Option 2) Bid Total.

B - 1

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

0002 A1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

0002 A1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

0002 A1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A1030 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

200 LNFT $____________ $____________

A1040 15705-2200 SOIL EROSION CONTROL, DIVERSION FENCE

180 LNFT $____________ $____________

A1050 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A1060 20302-1200 REMOVAL OF GUARDRAIL

40 LNFT $____________ $____________

A1070 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

11,800 SQYD $____________ $____________

A1080 20401-0000 ROADWAY EXCAVATION

1,800 CUYD $____________ $____________

A1090 30103-4000 AGGREGATE BASE GRADING C OR D

2,400 CUYD $____________ $____________

A1110 31302-0300 AGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH

2,600 SQYD $____________ $____________

A1120 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

1,350 TON $____________ $____________

A1130 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

1,370 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP CATO 10(5), 11(2) ETC

Project Name:RECONSTRUCT ROUTE 11 FOXVILLE-DEERFIELD ROAD AND RESURFACE ROUTE 10 PARK CENTRAL ROAD

B - 2

A1140 41202-0000 TACK COAT

4,800 GAL $____________ $____________

A1150 41301-0100 ASPHALT PAVEMENT MILLING, 3/4-INCH DEPTH

8,000 SQYD $____________ $____________

A1160 41401-3000 CRACKS, CLEANING AND FILLING

1,100 LNFT $____________ $____________

A1170 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 (PARTIAL DEPTH PATCH)

450 SQYD $____________ $____________

A1180 43101-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT

350 TON $____________ $____________

A1190 61701-4000 GUARDRAIL SYSTEM SBTB

40 LNFT $____________ $____________

A1200 62502-0000 TURF ESTABLISHMENT

3,900 SQYD $____________ $____________

A1210 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

A1220 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

40,000 LNFT $____________ $____________

A1230 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

18 EACH $____________ $____________

A1240 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A1250 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

76 LNFT $____________ $____________

0002 A1260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

90 SQFT $____________ $____________

A1270 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A1280 64620-0400 REMOVE AND RESET MAILBOX

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

0002 B1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

0002 B1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

0002 B1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B1030 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

8 EACH $____________ $____________

B1040 20301-1900 REMOVAL OF PIPE CULVERT

1 EACH $____________ $____________

B1050 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

15,500 SQYD $____________ $____________

B1060 20401-0000 ROADWAY EXCAVATION

4,000 CUYD $____________ $____________

B1070 20402-0000 SUBEXCAVATION

35 CUYD $____________ $____________

B1080 20802-0000 FOUNDATION FILL

4 CUYD $____________ $____________

B1090 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2

4 CUYD $____________ $____________

B1100 30103-4000 AGGREGATE BASE GRADING C OR D

3,200 CUYD $____________ $____________

B1120 31302-0300 AGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH

1,500 SQYD $____________ $____________

B1130 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

1,800 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 5

B1150 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

3,200 TON $____________ $____________

B1160 41202-0000 TACK COAT

4,800 GAL $____________ $____________

B1170 60103-1880 CONCRETE, HEADWALL FOR 18-INCH EQUIVALENT DIAMETER PIPE

CULVERT

2 EACH $____________ $____________

B1180 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

30 LNFT $____________ $____________

B1190 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT

1 EACH $____________ $____________

B1200 60409-1000 INLET TOP, CONCRETE

2 EACH $____________ $____________

B1210 60706-0000 CLEANING DRAINAGE STRUCTURE

1 EACH $____________ $____________

B1220 61401-0000 LEAN CONCRETE BACKFILL

1 CUYD $____________ $____________

B1230 62012-1000 STONE MASONRY WALL (STACKED STONE FOR CULVERT HEADWALL)

1 CUYD $____________ $____________

B1240 62502-0000 TURF ESTABLISHMENT

2,300 SQYD $____________ $____________

B1250 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

24,000 LNFT $____________ $____________

B1260 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

18 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B1270 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

B1280 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

56 LNFT $____________ $____________

0002 B1290 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

70 SQFT $____________ $____________

B1300 64707-1000 MITIGATION, ARCHAEOLOGICAL SITE MONITORING

10 HOUR $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

0002 C1000 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

0002 C1010 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

0002 C1020 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C1030 15705-0100 SOIL EROSION CONTROL, SILT FENCE (WIRE-BACKED)

250 LNFT $____________ $____________

C1040 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

15 EACH $____________ $____________

C1050 20401-0000 ROADWAY EXCAVATION

30 CUYD $____________ $____________

C1060 30302-1000 DITCH RECONDITIONING

175 LNFT $____________ $____________

C1070 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

300 SQYD $____________ $____________

C1080 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

5,200 TON $____________ $____________

C1100 41202-0000 TACK COAT

6,400 GAL $____________ $____________

C1110 41301-0700 ASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH

30,500 SQYD $____________ $____________

C1120 41301-1000 ASPHALT PAVEMENT MILLING, 4-INCH DEPTH

2,650 SQYD $____________ $____________

C1130 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 (FULL DEPTH PATCH)

210 SQYD $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 8

C1140 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 (PARTIAL DEPTH PATCH)

210 SQYD $____________ $____________

C1150 60706-0000 CLEANING DRAINAGE STRUCTURE

3 EACH $____________ $____________

C1160 60920-0000 RESET WHEELSTOP

4 EACH $____________ $____________

C1170 61901-0000 FENCE (TEMPORARY NON-GROUND PENETRATING)

300 LNFT $____________ $____________

C1180 62502-0000 TURF ESTABLISHMENT

310 SQYD $____________ $____________

C1190 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

3 SQFT $____________ $____________

C1200 63305-1700 POSTS, WOOD, 4-INCH X 4-INCH

10 LNFT $____________ $____________

C1210 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

54,000 LNFT $____________ $____________

C1220 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

C1230 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

54 EACH $____________ $____________

C1240 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

3 EACH $____________ $____________

0002 C1250 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

90 SQFT $____________ $____________

C1260 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

990 HOUR $____________ $____________

C1270 64707-1000 MITIGATION, ARCHAEOLOGICAL SITE MONITORING

10 HOUR $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

BID SUMMARY

Project CATO 10(5), 11(2), ETC

(1) Schedule A (Base Contract) BID Total (from Page B-3) = (1) $

(2) Schedule B (Government Option 1) BID Total (from Page B-6) = (2) $

(3) Schedule C (Government Option 2) BID Total (from Page B-9) = (3) $

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) $

Maximum Time Allowed for the Contract if Schedules A, B, and C are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be 183 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 62 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 58 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 59 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

R D

Title Sheet

Symbols And Abbreviations

Location Maps

Horizontal Alignment Information

Typical Sections

MDE Standard Erosion and Sediment Control Notes

DESCRIPTION

INDEX TO SHEETS

PLANS FOR PROPOSED

PLANS PREPARED FOR

US DEPARTMENT OF INTERIOR

FREDERICK COUNTY, MARYLAND

EASTERN FEDERAL LANDS HIGHWAY DIVISION

ASHBURN, VIRGINIA

DESCRIPTION OF PROJECT

IMPROVEMENT:

PROJECT LENGTH:

ADT

AADT

SADT

ADT

V (MPH)

189 (2038)

30mph (Posted/Observed)

SPECIFICATIONS:

DESIGN DESIGNATION:

%Buses

DHV: 19vph

PROJECT NP CATO 10(5), 11(2) ETC

PROJECT NP CATO 10(5), 11(2) ETC

CATOCTIN MOUNTAIN PARK

NATIONAL PARK SERVICE

NP CATO 10(5), 11(2) ETC

PROJECT

miscellaneous work.

marking, minor drainage improvements, and other of Foxville-Deerfield Road and Park Central Road, pavement Work includes full depth reconstruction and mill and overlay

1.86 Miles

125 (2018)

210 (2018)

265 (2018)

Know what'sbelow.

before you dig.Call

R

U.S. Department of Transportation

Administration Federal Highway

SHEET

NO

A01

A02-A03

A04-A05

A06-A30

B01-B06

C01-C03

E01-E30

LANE MILES:

100% PLANS

and Bridges on Federal Highway Projects", FP-14.

"Standard Specifications for Construction of Roads

BRIDGE:

ROAD: WIDTH

18'±

20'±

SURFACE BASE

Aggregate

Aggregate

Existing

Existing

SUBGRADE

Asphalt

Asphalt

N/A

Park Central Road (Existing)

Foxville-Deerfield Road (Existing)

Project Manager

Eden Jemal, EFLHD

Lead Designer

Alazar Feleke, EFLHD

Highway Design Manager

WSP USA

JUNE 2023

Tabulation of Quantities

Park Central Road Construction Plans

PLANS PREPARED BY

Foxville-Deerfield Road Construction Plans D01-D14

M01-M02

N

AND PARK CENTRAL ROAD (ROUTE 10)

FOXVILLE-DEERFIELD ROAD (ROUTE 11)

ROADWAY RECONSTRUCTION AND RESURFACING OF

C

C

B

C

B

A

Schedule

PARK CENTRAL PICNIC PARKING

WOLF ROCK PULL-OFF

CAMP 3 TURN AROUND

PARK CENTRAL ROAD

PARK CENTRAL ROAD

FOXVILLE-DEERFIELD ROAD

Description

322+97.14 to 323+86.23

800+00 to 803+42.84

700+17.80 to 701+76.90

260+50.00 to 394+00.00

200+55.25 to 260+50.00

10+83.58 to 109+46.99

Station to Station

0.017

0.065

0.03

2.52

1.14

1.86

(miles) Length

- /Cycle 6

- /Cycle 6

-/ Cycle 6

- /Cycle 6

- /Cycle 6

- /Cycle 6

Cycle # RIP Milepost/

Route #

Foxville-Deerfield Road Park Central Road

189 (2038)

30mph (Posted/Observed)

19vph

125 (2018)

210 (2018)

265 (2018)

1% 1%

3.72 Miles

Foxville-Deerfield Road Park Central Road

3.66 Miles

7.32 Miles

SCALE IN MILES

0.5 1.0

%Trucks 1% 1%

N

KEY MAP

STATE OF MARYLAND

SALISBURY

BALTIMORE

CUMBERLAND

FREDERICK

0 4040

SCALE IN MILES

FO

X

V

IL

LE

-D

E E R

FI

E

LD

R

O A

D

PARK CENTRAL ROAD

FOXVILLE RD

CATOCTIN

H O

L L

O W

P01-P03 Permanent Pavement Marking Plan

A31-A32 Survey Information

S01-S23 Standards and Details

C04-C10 Summaries and Schedules

N01 Temporary Traffic Control Narrative

M03-M05 MDE Standard Erosion and Sediment Control Details

NPS PMIS No. 241558 NPS PMIS No. 172898

811 or 800-257-7777

Drainage ProfileK01

NoneC/A None

Existinge(max) Existing

NO. DATE BY REVISIONS

D

I m p e r ia l S h e e t c b m s \w s p

-u s -p w -0

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\A

N

P -C

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O

(5

(2 tt l.

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:2

P

M

F e b r u a r y

STATE PROJECT

NUMBER

SHEET

MD NP CATO 10(5), 11(2) ETC A01

NPS Drawing No. 841/179558NPS PMIS No. 241558/172898

AMENDMENT NO. 2

02/19/25 JR REMOVED SHEET S24

TABULATION OF QUANTITIES

FOXVILLE-DEERFIELD ROAD

SCHEDULE A

SHEET 1 OF 3

1EACHREMOVE AND RESET MAILBOX 64620-0400A1280

1EACHFIELD OFFICE 63701-0000A1270

90SQFTCONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, 63504-1000A1260

76LNFTTYPE 3

TEMPORARY TRAFFIC CONTROL, BARRICADE 63503-0300A1250

4EACHCHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PORTABLE 63502-2000A1240

18EACHTEMPORARY TRAFFIC CONTROL, DRUM 63502-1300A1230

40,000LNFTPAVEMENT MARKINGS, TYPE H, SOLID 63401-1500A1220

7EACHREMOVE AND RESET SIGN 63316-1000A1210

3,900SQYDTURF ESTABLISHMENT 62502-0000A1200

40LNFTGUARDRAIL SYSTEM SBTB 61701-4000A1190

350TONTHIN LIFT ASPHALT CONCRETE PAVEMENT 43101-0000A1180

450SQYD(PARTIAL DEPTH PATCH)

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 41801-3000A1170

1,100LNFTCRACKS, CLEANING AND FILLING 41401-3000A1160

8,000SQYDASPHALT PAVEMENT MILLING, 3/4-INCH DEPTH 41301-0100A1150

4,800GALTACK COAT 41202-0000A1140

1,370TON

AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

MIX, 3/4-INCH NOMINAL MAXIMUM SIZE

ASPHALT CONCRETE PAVEMENT, GYRATORY

40101-0900A1130

1,350TON

AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

MIX, 1/2-INCH NOMINAL MAXIMUM SIZE

ASPHALT CONCRETE PAVEMENT, GYRATORY

40101-0500A1120

2,600SQYDAGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH 31302-0300A1110

2,400CUYDAGGREGATE BASE GRADING C OR D 30103-4000A1090

1,800CUYDROADWAY EXCAVATION 20401-0000A1080

11,800SQYDREMOVAL OF PAVEMENT, ASPHALT 20303-1600A1070

40LNFTREMOVAL OF GUARDRAIL 20302-1200A1060

ALLLPSMSTORM WATER POLLUTION PREVENTION PLAN 15720-0000A1050

180LNFTSOIL EROSION CONTROL, DIVERSION FENCE 15705-2200A1040

200LNFTSOIL EROSION CONTROL, FIBER ROLL 15705-1400A1030

ALLLPSMCONTRACTOR TESTING 15401-0000A1020

ALLLPSMCONSTRUCTION SURVEY AND STAKING 15201-0000A1010

ALLLPSMMOBILIZATION 15101-0000A1000

Bid Schedule

Estimated Quantities

UnitPay Item DescriptionNumber Pay Item Line Item No.

Schedule A

NO. DATE BY REVISIONS

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CATOCTIN MOUNTAIN PARK

:1

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02/19/25 JR REVISED QUANTITY TO 90

AMENDMENT NO. 2 STATE PROJECT

NUMBER

SHEET

MD NP CATO 10(5), 11(2) ETC

NPS Drawing No. 841/179558NPS PMIS No. 241558/172898

PARK CENTRAL ROAD

SCHEDULE B

SHEET 2 OF 3

10HOURMONITORING

MITIGATION, ARCHAEOLOGICAL SITE 64707-1000B1300

70SQFTCONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, 63504-1000B1290

56LNFTTYPE 3

TEMPORARY TRAFFIC CONTROL, BARRICADE 63503-0300B1280

4EACHCHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PORTABLE 63502-2000B1270

18EACHTEMPORARY TRAFFIC CONTROL, DRUM 63502-1300B1260

24,000LNFTPAVEMENT MARKINGS, TYPE H, SOLID 63401-1500B1250

2,300SQYDTURF ESTABLISHMENT 62502-0000B1240

1CUYDCULVERT HEADWALL)

STONE MASONRY WALL (STACKED STONE FOR 62012-1000B1230

1CUYDLEAN CONCRETE BACKFILL 61401-0000B1220

1EACHCLEANING DRAINAGE STRUCTURE 60706-0000B1210

2EACHINLET TOP, CONCRETE 60409-1000B1200

1EACHDIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

END SECTION FOR 18-INCH EQUIVALENT 60211-0600B1190

30LNFTELLIPTICAL PIPE CULVERT

18-INCH EQUIVALENT DIAMETER ARCH OR 60202-0200B1180

2EACHEQUIVALENT DIAMETER PIPE CULVERT

CONCRETE, HEADWALL FOR 18-INCH 60103-1880B1170

4,800GALTACK COAT 41202-0000B1160

3,200TON

AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

MIX, 3/4-INCH NOMINAL MAXIMUM SIZE

ASPHALT CONCRETE PAVEMENT, GYRATORY

40101-0900B1150

1,800TON

AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

MIX, 1/2-INCH NOMINAL MAXIMUM SIZE

ASPHALT CONCRETE PAVEMENT, GYRATORY

40101-0500B1130

1,500SQYDAGGREGATE-TOPSOIL COURSE, 3-INCH DEPTH 31302-0300B1120

3,200CUYDAGGREGATE BASE GRADING C OR D 30103-4000B1100

4CUYDPLACED RIPRAP, METHOD A, CLASS 2 25101-0200B1090

4CUYDFOUNDATION FILL 20802-0000B1080

35CUYDSUBEXCAVATION 20402-0000B1070

4,000CUYDROADWAY EXCAVATION 20401-0000B1060

15,500SQYDREMOVAL OF PAVEMENT, ASPHALT 20303-1600B1050

1EACHREMOVAL OF PIPE CULVERT 20301-1900B1040

8EACHSOIL EROSION CONTROL, INLET PROTECTION 15706-1000B1030

ALLLPSMCONTRACTOR TESTING 15401-0000B1020

ALLLPSMCONSTRUCTION SURVEY AND STAKING 15201-0000B1010

ALLLPSMMOBILIZATION 15101-0000B1000

Bid Schedule

Estimated Quantities

UnitPay Item DescriptionNumber Pay Item Line Item No.

Schedule B

NO. DATE BY REVISIONS

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CATOCTIN MOUNTAIN PARK

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02/19/25 JR REVISED QUANTITY TO 70

AMENDMENT NO. 2 STATE PROJECT

NUMBER

SHEET

PARK CENTRAL ROAD

SCHEDULE C

SHEET 3 OF 3

10HOURMONITORING

MITIGATION, ARCHAEOLOGICAL SITE 64707-1000C1270

990HOURTEMPORARY TRAFFIC CONTROL, FLAGGER 63506-0500C1260

90SQFTCONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, 63504-1000C1250

3EACHCHANGEABLE MESSAGE SIGN

TEMPORARY TRAFFIC CONTROL, PORTABLE 63502-2000C1240

54EACHTEMPORARY TRAFFIC CONTROL, DRUM 63502-1300C1230

1EACHSYMBOL

PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY 63405-3250C1220

54,000LNFTPAVEMENT MARKINGS, TYPE H, SOLID 63401-1500C1210

10LNFTPOSTS, WOOD, 4-INCH X 4-INCH 63305-1700C1200

3SQFTSIGNS, ALUMINUM PANELS, TYPE 3 SHEETING 63304-0900C1190

310SQYDTURF ESTABLISHMENT 62502-0000C1180

300LNFTPENETRATING)

FENCE (TEMPORARY NON-GROUND 61901-0000C1170

4EACHRESET WHEELSTOP 60920-0000C1160

3EACHCLEANING DRAINAGE STRUCTURE 60706-0000C1150

210SQYD(PARTIAL DEPTH PATCH)

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 41801-3000C1140

210SQYD(FULL DEPTH PATCH)

ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 41801-2000C1130

2,650SQYDASPHALT PAVEMENT MILLING, 4-INCH DEPTH 41301-1000C1120

30,500SQYDASPHALT PAVEMENT MILLING, 2 1/2-INCH DEPTH 41301-0700C1110

6,400GALTACK COAT 41202-0000C1100

5,200TON

AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

MIX, 1/2-INCH NOMINAL MAXIMUM SIZE

ASPHALT CONCRETE PAVEMENT, GYRATORY

40101-0500C1080

300SQYDAGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH 31302-0400C1070

175LNFTDITCH RECONDITIONING 30302-1000C1060

30CUYDROADWAY EXCAVATION 20401-0000C1050

15EACHSOIL EROSION CONTROL, INLET PROTECTION 15706-1000C1040

250LNFTBACKED)

SOIL EROSION CONTROL, SILT FENCE (WIRE-15705-0100C1030

ALLLPSMCONTRACTOR TESTING 15401-0000C1020

ALLLPSMCONSTRUCTION SURVEY AND STAKING 15201-0000C1010

ALLLPSMMOBILIZATION 15101-0000C1000

Bid Schedule

Estimated Quantities

UnitPay Item DescriptionNumber Pay Item Line Item No.

NO. DATE BY REVISIONS

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CATOCTIN MOUNTAIN PARK

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C03

AMENDMENT NO. 2

02/19/25 JR REVISED QUANTITY TO 90

STATE PROJECT

NUMBER

SHEET

SUMMARIES AND SCHEDULES

SHEET 7 OF 7

NO. DATE BY REVISIONS

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CATOCTIN MOUNTAIN PARK

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02/19/25 JR REMOVED BIL SIGNS, ADDED W8-12 SIGNS

AMENDMENT NO. 2 STATE PROJECT

NUMBER

SHEET

8. Contractor employee's personal vehicles are not permitted to park along roadway shoulders.

conducted if able to be completed in one day's or night's operation.

e) Do not leave lane closures unattended. Pavement repairs, such as Patching or Milling and Overlay, should only be

CO.

d) During periods of inactivity, re-open the roadway to two-way, two lane traffic unless approved otherwise by the

c) Lane closures are permitted weekdays and weeknights, except for the periods listed in General Note #9 and #10.

mile for all activities on Park Central Road.2 1 b) The maximum length of a lane closure is

a) A maximum of one single lane temporary closure is permitted during Schedule C.

except as noted in General Note #9 (d).

7. Maintain two-way, one lane of traffic using flaggers according to Standard 635-6 through active construction zones,

6. Maintain access on Park Central Road (Schedule C) using lane closures with flaggers.

Foxville-Deerfield Road from May 1 to October 31.

5. Maintain access to Camp 3 on Park Central Road at all times. Maintain access to Owen Creeks Campground on to Camp 3 and of Foxville-Deerfield Road, using Temporary Traffic Control, Barricade, Type 3.

4. Perform work for Schedule A and B under full roadway closure of Park Central Road from Manahan Road

3. Do not stop traffic for more than 10 minutes at each single lane closure.

2. Cover all conflicting signs during construction operations.

c) Remove temporary traffic control devices upon contract completion or when directed otherwise by the CO.

additional devices for lane closure according to Detail E635-01 and Standards 635-1 and 635-6.

through the completion of all construction activities according to Detail E635-01 and Standard 635-1. Install

b) Install temporary traffic control devices for advanced signing prior to beginning the project and maintain devices

a) Obtain approval from the CO for location and spacing of temporary traffic control devices.

Special Contract Requirements Section 156, Section 635, and the latest edition of the MUTCD.

1. Provide and maintain temporary traffic control devices for the duration of the project in accordance with FP-14 and

GENERAL NOTES:

pavement marking, minor drainage improvements, and other miscellaneous work.

This project consists of full depth reconstruction and mill and overlay of Foxville-Deerfield Road and Park Central Road, PROJECT DESCRIPTION:

CONTROL NARRATIVE

TEMPORARY TRAFFIC

(Schedule C) to ensure one sign is present at the start and end points of construction limits during work on the project.

(Schedule A), and 1 at the beginning of Park Central Road (Schedule B) and 1 at the end of Park Central Road

17. Place 1 Bipartisan Infrastructure Law Project Sign at the beginning and 1 at the end of Foxville-Deerfield Road or south of Owens Creek Campground on Foxville-Deerfield Road (Schedule A).

outside of operational season dates. Use Manahan Road as a detour route during full roadway closure either north from May 1 to October 31. Roadway reconstruction preventing access to Owens Creek Campground is permitted

16. Close Foxville-Deerfield Road in sections to maintain access to Owens Creek Campground during operational season

Central Road (Schedule B), and 1 at the beginning and 2 at the end of Park Central Road (Schedule C).

intersection of Park Central Road and Foxville-Deerfield Road (Schedule A), 3 at the beginning and 1 at the end of Park at the beginning and 1 at the end of Foxville-Deerfield Road and 1 at the portable changeable message signs15. Place 2

14. Use Type III retroreflective sheeting for all construction signs.

Obtain approval from the CO before using any other area for staging or stockpiling.

13. Staging location is defined in Subsection 156.07(d). Obtain approval from the CO before using designated staging location.

the message and maintenance of signs.

Contractor is responsible for the portable changeable message signs 24 hours a day, including inputting and changing approved by the CO. Coordinate message text on the portable changeable message signs through the CO. The

12. Place post-mounted advance warning signs and portable changeable message signs at approximate locations as and ending at 7:00 a.m. the following day.

11. Work is permitted at night with lighting plan approved by the CO. Nighttime hours are defined as beginning at 7:00 p.m.

stoppage of construction activities occurs on the same day as a Rain Day, only the actual Rain Day will count.

as a single Rain Day in accordance with Subsection 155.02(h) If the unscheduled event that causes a temporary An unscheduled event that results in a temporary stoppage of construction activities will be considered the same require the Contractor to temporarily suspend all construction operations and remove temporary lane closures.

Park security reasons. With little or no advanced notice, certain unscheduled events that affect Park roads may

10. Throughout the performance of the contract, there may be days or times where no work may be performed for at least 7 days before the planned work.

If the Contractor finds it necessary to work on one of these restricted days, request approval from the CO

d) No work will be permitted on days with special events occurring in the vicinity as determined by the CO.

c) Work is permitted from November 1 to March 31 when weather permits as defined in Subsection 108.01(c).

b) No work will be permitted from 7:00 p.m. on Friday to 7:00 a.m. on the following Monday.

a) No work will be permitted on National legal holidays.

9. Construction operations are limited as follows:

NO. DATE BY REVISIONS

ASHBURN, VIRGINIA

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION CATOCTIN MOUNTAIN PARK

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02/19/25 JR REMOVED NOTE 17

AMENDMENT NO. 2 STATE PROJECT

NUMBER

SHEET

500 feet on roadways with speed limits greater than 45 mph.iii.

200 feet on roadways with speed limits of 30 to 45 mph, andii.

150 feet on roadways with speed limits of less than 30 mph,i.

minimum spacing from other traffic control signs should be:

Shall not interfere with temporary traffic control devices, and the d) the final inspection or project closeout has not yet occurred.

Shall be removed at the conclusion of work on the project, even if c) some future date.

used to provide advance notification of road work that will begin at

Shall not be installed prior to the commencement of work or be b) as directed by the Contracting Officer.

Shall be located at the start and end points of construction limits or a)

Project information signs using the official Investing In America emblem:

Installation shall be in accordance with Detail E635-01.

based.

be limited to one per direction of travel on the roadway on which the project is

Project information signs using the official Investing In America emblem shall

3.

2.

1.

NO. DATE BY REVISIONS

NOTES:

635-A

LAW SIGN

BIPARTISAN INFRASTRUCTURE

:0

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S td

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CFLHD SPECIAL

SPECIAL

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

STATE PROJECT

NUMBER

SHEET

MD NP CATO 10(5), 11(2) ETC S24

NPS Drawing No. 841/179558NPS PMIS No. 241558/172898

AMENDMENT NO. 2

02/19/25 JR REMOVED BIL SIGN