Amendment A001.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

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

A001 12/23/2021 N/A See Box 14

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

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

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

X

69056721R000016

9B. DATED (SEE ITEM 11)

11/24/21

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

(_x_ ) is extended, ( ) is not extended.

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

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

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

ITEM 10A.

N/A

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

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

D OTHER (Specify type of modification and authority)

N/A

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

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

CA NPS 2021(1), Pavement Preservation Bay Area

See page 2.

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

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

N/A

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

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

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

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

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 12-23-2021 CA NPS 2021(1) Solicitation No. 69056721R000016 Pavement Preservation Bay Area

REVISIONS ARE AS FOLLOWS:

SF 1442, SOLICITATION, OFFER, AND AWARD (Pen & Ink change)

Page A-3, Block 13A. Revises bid opening date from 12/29/2021 to 01/05/2022.

BID SCHEDULE

Pages A-7 through A-10. Revises Bid Schedule for Pay Item 40901-2000.

CONTRACT CLAUSES

CONTRACT CLAUSES

Page C-22. FAR Clause 52.211-10, Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984). Revises dates under this FAR Clause.

SPECIAL CONTRACT REQUIREMENTS

Page A-2a, Notice to Offeror Part III, Post Award Information. Deletes COVID-19 Requirements paragraph.

Page E-46, Subsection 156.07, Limitations on Construction Operations. Adds paragraph (s).

Page F-7, Subsection 409.10, Application. Revises 2nd to the last paragraph of Subsection.

PLANS

Plan Sheet B.1 Revises Summary of Quantities for Pay Item 40901-2000.

Plan Sheet D.1 Revises quantities for Micro Surfacing, Type 2.

Plan Sheet D.7 Revises quantities for Micro Surfacing, Type 2..

ENCLOSURES

Pages:

A-2a / A-7 through A-10 / C-22 / E-46 / F-7

Plan Sheets:

B.1 / D.1 / D.7

Page(s) not included due to Pen and Ink change(s):

A-3

New bid opening date: 01-05-2022

Notice to Bidders: Please submit revised pages A-7 through A-10 with your bid.

A-2a

Notice to Offeror Project: CA NPS PP 2021(1), Pavement Preservation Bay Area

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

COVID-19 Site Access Constraints. There may be access constraints related to the COVID-19 Pandemic. If you are intending to submit an Offer and are unable to visit the sites because of access constraints related to the COVID-19 Pandemic, please let us know.

III. Post Award Information.

Insurance. Insurance requirements are described in Subsection 107.05.

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

COVID-19 Requirements. Refer to Clause 52.223-99 Ensuring Adequate COVID-19 Safety Protocols for Federal Contractors. (OCT 2021) (DEVIATION 2022-01) for contractor requirements related to the Safer Federal Workforce Task Force.

IV. Specifications and Permits.

Specifications. This solicitation and subsequent contract are governed by the Federal Acquisition Regulation (FAR), agency supplemental regulations, and the Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14. An electronic version may be found at https://highways.dot.gov/federal-lands/specs. A single paper copy can also be obtained from the Research & Technology Product Distribution Center (RTPDC) by e-mail to:

report.center@dot.gov, or by phone 814-239-1160, or fax 814-239-2156.

Electronic Documentation. Requires all documents (including but not limited to correspondence, notifications, submittals, reports, and pay notes) to be submitted in a pdf format, or an approved fixed-layout electronic format. See Subsection 103.06.

Material Sources. Material sources and waste sites have not been identified for this project.

Secure all permits and clearances for Contractor-located sites and sources. See Subsection 105.02(c).

Revised by Amendment A001

A - 8

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2

12.0 TON $____________ $____________

A0120 40302-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

4,600 SQYD $____________ $____________

A0140 40601-0000 FOG SEAL

2.0 TON $____________ $____________

A0160 40712-0000 BLOTTER

80 TON $____________ $____________

A001 A0180 40901-2000 MICRO SURFACING, TYPE 2

160,000 SQYD $____________ $____________

A001 A0185 40901-2000 MICRO SURFACING, TYPE 2

180,000 SQYD $____________ $____________

A0200 41201-0000 TACK COAT

6.0 TON $____________ $____________

A0220 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

4,600 SQYD $____________ $____________

A0240 41401-3000 CRACKS, CLEANING AND FILLING

500 LNFT $____________ $____________

A0260 41402-2000 CRACKS, CLEANING AND SEALING

8.50 MILE $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:CA NPS PP 2021(1)

Project Name:Pavement Preservation Bay Area A001 Revised by Amendment A001

A - 9

A0280 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

36 SQYD $____________ $____________

A0300 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

2,600 SQYD $____________ $____________

A0320 50202-0000 SEALING JOINTS AND CRACKS

600 LNFT $____________ $____________

A0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

60 HOUR $____________ $____________

A0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

60 HOUR $____________ $____________

A0380 62201-2360 VACUUM SWEEPER

60 HOUR $____________ $____________

A0400 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A0420 63401-0000 PAVEMENT MARKINGS (TYPE B)

298,000 LNFT $____________ $____________

A0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

760 EACH $____________ $____________

A0460 63406-0000 RAISED PAVEMENT MARKER

260 EACH $____________ $____________

A0480 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

220 EACH $____________ $____________

A0500 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

A0520 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

5,000 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Pavement Preservation Bay Area Revised by Amendment A001

A - 10

A0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

250.0 SQFT $____________ $____________

A0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

2,500 HOUR $____________ $____________

A0580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

50 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

C-22

“Inverted domestic corporation means a foreign incorporated entity that meets the definition of an inverted domestic corporation under 6 U.S.C. 395(b), applied in accordance with the rules and definitions of 6 U.S.C. 395(c).

“Subsidiary” means an entity in which more than 50 percent of the entity is owned—

(1) Directly by a parent corporation; or

(2) Through another subsidiary of a parent corporation.

(b) If the contractor reorganizes as an inverted domestic corporation or becomes a subsidiary of an inverted domestic corporation at any time during the period of performance of this contract, the Government may be prohibited from paying for Contractor activities performed after the date when it becomes an inverted domestic corporation or subsidiary. The Government may seek any available remedies in the event the Contractor fails to perform in accordance with the terms and conditions of the contract as a result of Government action under this clause.

(c) Exceptions to this prohibition are located at 9.108-2.

(d) In the event the Contractor becomes wither an inverted domestic corporation, or a subsidiary of an inverted domestic corporation during contract performance, the Contractor shall give written notice to the Contracting Officer within five business days from the date of the inversion event.

52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) Alternate I (Apr 1984)

The Contractor shall be required to (a) commence work under this contract within 10 calendar days after the date the Contractor receives the notice to proceed, (b) prosecute the work diligently, and (c) complete the entire work ready for use not later than June 6, 2022 June 21, 2022 subject to such extensions as may be authorized. The time stated for completion shall include final cleanup of the premises.

The completion date is based on the assumption that the successful offeror will receive the notice to proceed by 2/1/2022 2/16/2022. The completion date will be extended by the number of calendar days after the above date that the contractor receives the notice to proceed, except to the extent that the delay in issuance of the notice to proceed results from the failure of the contractor to execute the contract and give the required performance and payment bonds within the time specified in the offer.

52.211-12 Liquidated Damages—Construction (Sep 2000)

(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of: See Special Contract Requirements, Subsection 108.04.

(b) If the Government terminates the Contractor’s right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.

52.211-18 Variation in Estimated Quantity (Apr 1984)

If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract.

Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgment of the Contracting Officer, is justified.

Contract Clauses Project: CA NPS PP 2021(1), Pavement Preservation Bay Area

E-46 DIVISION 150

Special Contract Requirements Project: CA NPS PP 2021(1), Pavement Preservation Bay Area

(q) Maintain access to all approach roads, access roads, parking areas, pullouts, and trails during construction except when construction operations create a safety hazard to the general public as directed by the CO; and

(r) Perform work on GOGA Route 0917 Lower Fort Mason Parking Lot in the approved phases under Subsection 108.01(j). Maintain the parking spaces available to the public in the areas not being actively worked, including at least three quarters of the total ABA accessible spaces.

Provide temporary ABA spaces and accessible routes when the permanent ABA spaces are unavailable for use. Maintain access to all buildings.

(s) Closure of Bike Path along Old Mason Street is allowed for two separate periods of up to 48 hours each for surfacing and pavement marking, respectively.

156.09 Traffic Control Supervisor. Add the following:

(l) Transport personnel, construction signs, barricades, drums, cones, tubular markers, and other traffic control devices.

(m) Prepare a Traffic Control Plan (TCP) to ensure safe and efficient pedestrian, bicycle, and vehicular circulation (including Park operations and emergency vehicles) during construction.

Determine phasing and sequencing of signage to route visitors around construction areas and to day-use parking and other appropriate locations. Provide a description of how pedestrians and bicyclists, and safe vehicle passage is provided through the use of signs, flaggers, and pilot cars. Address access for emergency vehicles, police, school buses, rangers, fire, and disaster units. Include closures of trails to public access in the TCP. Submit plan for CO and Park review and approval 14 days prior to any construction activities impacting public traffic.

Maintain and update the TCP throughout the duration of the project and at the request of the CO. Coordinate the TCP with the written construction schedule.

(n) Keep Park visitors out of active construction areas and in designated public pathways.

(o) The traffic control supervisor will not be permitted to operate a pilot car, work as a flagger, laborer, or operator, except to relieve flaggers or pilot car drivers for short periods of time (i.e.

a lunch or rest room break), but will be onsite and available at all times to perform the duties as described in this Section.

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, O=Colorado, C=US Date: 2021.12.22 15:59:16-07'00'

F-7 DIVISION 400

Special Contract Requirements Project: CA NPS PP 2021(1), Pavement Preservation Bay Area

Begin rolling after the mixture has cured to the point where it will not pick up on the roller tires.

Unless otherwise stated, do not open an area to traffic until rolling in that area is completed. Roll all areas with at least two full-coverage passes with the roller unless otherwise approved by the

CO.

Allow treated areas to cure completely before opening to traffic. Cure is complete when clear water can be pressed out of the placed mix with a piece of paper without discoloring the paper.

Remove streaks and transverse ripples as defined by ISSA A143 from the finished surface. Ensure the finished micro surfacing has a uniform texture free of scratches, tear, and other surface irregularities. Repair areas with surface irregularities or where the micro surfacing does not conform to the job-mix-formula at the direction of the CO.

Remove and dispose of material spills and associated debris at the end of each shift according to Subsections 203.05(a) and (d).

Perform an initial vacuum sweep of the micro surfacing one to two days after the micro surfacing application. Remove loose or shedding material from the treated surface areas. Salvage aggregate material from vacuum sweeping according to Subsection 203.03 and stockpile at the Park maintenance yard as directed by the CO.

Two weeks to one month after completion of micro surfacing application, before second application of paint, sweep the entire treated surface.

409.11 Acceptance. See Table 409-2 for sampling, testing, and acceptance requirements.

Polymer-modified emulsified asphalt will be evaluated under Subsections 106.03 and 106.04.

Furnish a production certification with each load of polymer-modified emulsified asphalt.

Micro surfacing aggregate will be evaluated under Subsections 106.02 and 106.04.

Mineral filler will be evaluated under Subsections 106.02 and 106.03.

Construction of the micro surfacing will be evaluated under Subsections 106.02 and 106.04.

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.12.22 16:00:18-07'00'

A - 7

BID SCHEDULE

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

Sheet and Description

SECTION D SECTION E SECTION F

PLANS

TEMPORARY

TRAFFIC

CONTROL

PERMANENT

TRAFFIC

CONTROL

ALLOWANCE Bid Schedule

A0020 15101-0000 MOBILIZATION LPSM ALL

A0040 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0060 15401-0000 CONTRACTOR TESTING LPSM ALL

A0080 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 11.4 0.6 12.0

A0120 40302-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 SQYD 4,152 448 4,600

A0140 40601-0000 FOG SEAL TON 1.7 0.3 2.0

A0160 40712-0000 BLOTTER TON 80 As directed by CO

A001 A0180 40901-2000 MICRO SURFACING, TYPE 2 SQYD 147,627 12,373 160,000

A0185 40901-2000 MICRO SURFACING, TYPE 2 SQYD 176,499 3,501 180,000

A0200 41201-0000 TACK COAT TON 5.7 0.3 6.0

A0220 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH SQYD 4,152 448 4,600

A0240 41401-3000 CRACKS, CLEANING AND FILLING LNFT 350 150 500

A0260 41402-2000 CRACKS, CLEANING AND SEALING Parking area crack sealing converted to

MILE 7.47 1.03 8.50 units of miles (22' width)

A0280 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 34 2 36 As directed by CO

A0300 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 2,486 114 2,600 As directed by CO

A0320 50202-0000 SEALING JOINTS AND CRACKS LNFT 500 100 600 As directed by CO

A0340 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 60

A0360 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH HOUR 60

A0380 62201-2360 VACUUM SWEEPER HOUR 60

A0400 62301-0000 GENERAL LABOR HOUR 80

A0420 63401-0000 PAVEMENT MARKINGS (TYPE B) LNFT 293,436 4,564 298,000

A0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 739 21 760

A0460 63406-0000 RAISED PAVEMENT MARKER EACH 245 15 260

A0480 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 220 220

A0500 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 4 4

A0520 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 4,137 863 5,000

A0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 180.5 69.5 250.0

A0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 2,500 2,500

A0580 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 50 50

mendment A001 Report Date: 12/21/21

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES -

-D ec -2

5:

P M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated Quantities

C

U se rs \C lin to n.

C ho y\ D es kt op \P

S

E R ev ie w

E ng in ee r\ R ev ie w s\ C A N

PS

P

P

(1

P av em en t

Pr es er va ti on

B ay

A re a\ A m en dm en ts

S he et s

B .1 t hr ou gh

B .2

.x ls m ]S he et

STATE PROJECT

B.1NPS PP 2021(1)CA

SHEET

NUMBER

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.12.22 15:57:53-07'00'

30202- 2000 40302-0100 40601-

0000 40901-2000 41201-

41301-

41401-

41402-

41801- 1000 41801-2000 50202-

FT FT

TON SQYD TON SQYD TON SQYD LNFT MILE SQYD SQYD LNFT

0207 Shelldance Road 80009 0.00 0.17 898 16.6 8.5 1,656 2.3 1,656 430 0207 (1) Driveway 80009 0.9 67 0.1 67 0400B Fort Funston/Battery Davis Road B 104138 0.00 0.34 1,795 8.0 1.0 0400B (2) Pullouts 104138 0.1 0401 Fort Miley West Access Road 38144 0.00 0.20 1,056 17.9 2,100 0.20 40 0403 Fort Miley West NPS Access Road 98088 0.00 0.11 581 21.8 1,407 0.11 32 0404 Milagra Ridge Road 104013 0.22 0.86 3,379 13.4 5,031 0.64 0405 McDowell Avenue 38334 0.00 0.23 1,225 23.0 3,131 0.23 105 0407 Pope Road 38336 0.00 0.12 634 35.8 2,522 0.12 7 40 0407 (1) Driveway 38336 83 0.01 0448 Funston Street (Fort Mason) 108263 0.00 0.08 422 26.2 1,228 12 0501 MacArthur Avenue Loop East 38333 0.00 0.27 1,426 19.9 3,153 25 0600 MacArthur Avenue Loop West (Fort Mason) 79913 0.00 0.12 634 17.3 1,219 0.12 180 0602A Colonel’s Row Loop A (Outside Loop) 79914 0.00 0.30 1,584 19.8 3,618 61 0602A (2) Driveways 79914 21 0602B Colonel’s Row Loop B (Inside Loop) 103905 0.00 0.11 581 20.6 1,330 5 0606AZ Franklin Street 38331 0.00 0.24 1,267 22.4 3,153 52 0606BZ Franklin Street Spur 38331 0.00 0.06 317 13.0 458

Satterlee Road 0.00 0.26 1,373 20.0 3,051

(2) Pullouts

0900AZ South Fort Funston Parking Lot A 38080 2,519 4 0903 North Ocean Beach Parking Lot 38092 2,444 0.19 0904 Sutro Heights Park Parking Lot 38107 2,575 0.20 83 0905 Merrie Way Parking Lot 38106 7,776 0906 San Francisco Memorial Parking Lot 38141 8,343 138 0910 MacArthur Avenue Parking Lot 80007 3,135 0.24 0911 Officers Club Drive Parking Lot 80006 554 0912B Pope Road Parking Area B 103908 195 0913 Shafter Parking Lot 80000 1,575 0.12 27 0915 Pump Station Parking Lot 79997 500 0916 Upper Fort Mason Parking Lot 38292 4,298 0.33 0917 Lower Fort Mason Parking Lot 38291 2 250 2.24 267

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

139.0 = Aggregate Base (lbs/cuft) 233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W7Y29381_WFL_PP_CA Bay Area\700FHWA\21F000056\Roadway\CADD_Sheets\_Tabs\[BAY AREA Proj_Sum_Shts.xlsm]GOGA1

1,500

ASPHALT

PAVEMENT

MILLING, 2-

INCH

DEPTH

1,723

STATE PROJECT SHEET

NUMBER

BID ITEM NUMBER

Remarks

R O

U

TE

N U

M B

ER

ROUTE NAME FMSS No.

MILE TO MILE

LE

N

G

TH

W

ID

TH ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

MILES SQFT

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

2" milling depth

CA NPS PP 2021(1) D.1

SURFACING TABULATION SHEET

ROADWAY

AGGREGATE

, METHOD 2

FOG SEAL

SEALING

JOINTS

AND

CRACKS

MICRO

SURFACING,

TYPE 2

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

2" milling depth

TACK

COAT

Handwork on asphalt mower ramp

Remove and reset inlet grate at patch

Treat north half only (to barricades) 23,179 69,985

22,675 Treat south half only

Material Application Rates and Weights Used for Estimating Purposes These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

2,269 Possible concrete joint sealing

259,865

28,215 Do not treat concrete pads

9.4 500

8/30/21 4:52 PM NPS PMIS No. 259048

NOTE: Protect curbs, manhole covers, curb and gutter, concrete gutters, walls, inlets, sidewalks, wheel stops, mower ramps, grates, historic trolley tracks, fire hydrants, wood bollards, stone pillars, gates, cattle guards, asphalt curbs, low water crossings, buildings, etc. Remove existing thermoplastic pavement markings.

GOLDEN GATE NATIONAL

RECREATION AREA

TABULATION OF

SURFACING

QUANTITIES

2.4

Parking Areas

38,679

64,9211.11,723GOGA TOTAL 1,50174.75250

4,986 1,751 14,173

75,091

22,000

28,8741

1 Revised by Amendment A001

93,793

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.12.16 14:14:54-07'00'

30202- 2000 40302-0100 40601-

0000 40901-2000 41201-

41301-

41401-

41402-

41801- 1000 41801-2000 50202-

FT FT

TON SQYD TON SQYD TON SQYD LNFT MILE SQYD SQYD LNFT

0021 Kuss Road 89880 0.00 0.17 898 12.0 0.4 1,197 1.6 1,197 0021 (1) Driveway 89880 0.4 333 0.5 333

0901 Turnaround Parking Loop 104750 0.4 582 0.8 582 0902 Visitor Parking 104752 0.4 152 0.2 152 0903 Office Parking 104753 0.4 165 0.2 165

145.2 = Hot Asphalt Concrete (lbs/cuft) 0.43 = Emulsified Asphalt (Gal./sqyd)

0.15 = Fog Seal (Gal./sqyd) 240.0 = Emulsified Asphalt (Gal./ton)

233.0 = Fog Seal (Gal./ton) 0.10 = Tack Coat (Gal./sqyd)

139.0 = Aggregate Base (lbs/cuft) 233.0 = Tack Coat (Gal./ton)

J:\_Transportation\W7Y29381_WFL_PP_CA Bay Area\700FHWA\21F000056\Roadway\CADD_Sheets\_Tabs\[BAY AREA Proj_Sum_Shts.xlsm]EUON

2.0

11.4

3,000

PROJECT SHEET

NUMBER

CA NPS PP 2021(1) D.7

SURFACING TABULATION SHEET

STATE

FOG SEAL

MICRO

SURFACING,

TYPE 2

BID ITEM NUMBER

Remarks

R O

U

TE

N U

M B

ER

ROUTE NAME FMSS No.

MILE TO MILE

LE

N

G

TH

W

ID

TH ASPHALT

CONCRETE

PAVEMENT,

TYPE 1

ROADWAY

AGGREGATE

, METHOD 2

MILES SQFT

SEALING

JOINTS

AND

CRACKS

ASPHALT

PAVEMENT

MILLING, 2-

INCH

DEPTH

CRACKS,

CLEANING

AND FILLING

CRACK,

CLEANING

AND

SEALING

ASPHALT

CONCRETE

PAVEMENT

PATCH,

TYPE 1

ASPHALT

CONCRETE

PAVEMENT

PATCH, TYPE

TACK

COAT

2" milling depth

2" milling depth 2" milling depth 2" milling depth

5,239 1,367 1,487

Parking Areas

2,486PROJECT TOTAL 4,152 1.7 147,627

SHEET TOTAL 2,429 0.0 0.00

256651

Material Application Rates and Weights Used for Estimating Purposes These values are for estimating purposes only and application rates and weight may change based on actual test strip and field results.

NPS PMIS No.

TABULATION OF

SURFACING

QUANTITIES

EUGENE O'NEILL NATIONAL

HISTORIC SITE

8/30/21 4:52 PM

NOTE: Protect gates, manhole covers, curbs, wheel stops, etc.

0 2,429 0 0 0 03.3

5.7

2" milling depth

4,152 350 7.47 34 500 176,499

1 Revised by Amendment A001

James Mills Digitally signed by James Mills DN: CN=James Mills, dnQualifier=A01410D00000179E72B1FE500001FB8, Date: 2021.12.16 14:15:21-07'00'