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 12/20/2024 N/A NM NP MULTI PMS(1)

Pavement Preservation New Mexico

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 69056724R000026

9B. DATED (SEE ITEM 11)

12/03/2024

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

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

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

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

ITEM 10A.

N/A

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

N/A

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

N/A 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.)

NM NP MULTI PMS(1), Pavement Preservation New Mexico

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

robert.kolln Inserted Text

Project No: NM NP MULTI PMS (1) Project Name: Pavement Preservation New Mexico

Amendment No. A001, dated 12/20/2024 Solicitation No. 69056724R000026 Page 2 of 2

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-7 through A-15. Adds, bid items 20301-1900 removal of pipe culvert, 60201-

0600 18-inch pipe culvert, and 60210-0600 end section for 18-inch pipe culvert.

CONTRACT CLAUSES

SPECIAL CONTRACT REQUIREMENTS

Page E-24 through E-25, Subsection 108.01 subsection title commencement prosecution and completion of work. Adds (m) and (n)

Page F-26a, Section 602 Culverts and Drains, Added subsection.

PLANS

Plan sheet A.2 Revises, sheet index.

Plan sheet B.1 Adds summary of quantities for A0090 20301-1900 removal of pipe culvert, A0370 60201-0600 18-inch pipe culvert, and A0375 60210-0600 end section for 18-inch pipe culvert.

Plan sheet D.24 HACO Culture Nation Historical Park Area Map 2. Adds: Culvert Repair Quantities table.

Plan sheet I.1 Added sheet. Metal pipe culvert FLH standard 602-1 Plan sheet I.2 Added sheet. Metal pipe culvert FLH standard 602-2 Plan sheet I.3 Added sheet. Metal pipe culvert FLH standard 602-3 Plan sheet I.4 Added sheet. Metal pipe culvert FLH standard 602-4

ENCLOSURES

Pages:

A-7 through A-15 E-24 through E-25 F-26a

Plan Sheets:

A.2, B.1, D.24, and I.1 through I.4

Notice to Bidders: Please submit revised pages A-7 through A-15 with your bid.

A - 7

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:NM NP MULTI PMS(1)

Project Name:Pavement Preservation New Mexico

Revised by Amendment A001

A - 8

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

A001 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_____ $____________

A001 A0090 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2

13.0 TON $____________ $____________

A0120 30402-5000 FULL DEPTH RECLAMATION, METHOD 2 (4-INCH DEPTH)

4,000 SQYD $____________ $____________

A0140 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

670 TON $____________ $____________

A0160 40601-0000 FOG SEAL

280.0 TON $____________ $____________

A0180 40702-0300 CHIP SEAL, TYPE 1C

440,000 SQYD $____________ $____________

A0220 40711-0000 EMULSIFIED ASPHALT

770.0 TON $____________ $____________

A0240 40712-0000 BLOTTER

40 TON $____________ $____________

A0260 40901-2000 MICRO SURFACING, TYPE 2

136,000 SQYD $____________ $____________

A0280 41401-3000 CRACKS, CLEANING AND FILLING

1,600 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM NP MULTI PMS(1)

A - 9

A0300 41402-2000 CRACKS, CLEANING AND SEALING

41.00 MILE $____________ $____________

A0320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

530 SQYD $____________ $____________

A0340 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

9,000 SQYD $____________ $____________

A0360 57501-0000 MINOR BRIDGE WORK

ALL LPSM $___LPSM_____ $____________

A001 A0370 60201-0600 18-INCH PIPE CULVERT

180 LNFT $____________ $____________

A001 A0375 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

3 EACH $____________ $____________

A0380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

80 HOUR $____________ $____________

A0400 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET,

18-INCH WIDTH

80 HOUR $____________ $____________

A0420 62201-2360 VACUUM SWEEPER

80 HOUR $____________ $____________

A0440 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

A0460 63315-0000 RUMBLE STRIP

120 SQYD $____________ $____________

A0480 63401-0000 PAVEMENT MARKINGS (TYPE B)

1,070,000 LNFT $____________ $____________

A0500 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

300 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM NP MULTI PMS(1)

A - 10

A0520 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE

440 EACH $____________ $____________

A0540 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

165,000 LNFT $____________ $____________

A0580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

330 SQFT $____________ $____________

A0600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

6,800 HOUR $____________ $____________

A0620 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

500 HOUR $____________ $____________

A0640 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR

180 DAY $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NM NP MULTI PMS(1)

A - 11

X0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

X0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

X0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

X0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

X0100 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

X0120 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

1,570 SQYD $____________ $____________

X0140 20303-3300 REMOVAL OF SIDEWALK, STONE

15 SQYD $____________ $____________

X0160 20401-0000 ROADWAY EXCAVATION

550 CUYD $____________ $____________

X0180 25101-2100 PLACED RIPRAP, METHOD B, CLASS 1

5 CUYD $____________ $____________

X0200 30202-2000 ROADWAY AGGREGATE, METHOD 2

500.0 TON $____________ $____________

X0220 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

250 TON $____________ $____________

X0240 40601-0000 FOG SEAL

1.1 TON $____________ $____________

X0260 40901-2000 MICRO SURFACING, TYPE 2

5,500 SQYD $____________ $____________

X0280 41101-1000 PRIME COAT, METHOD 1

1.1 TON $____________ $____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NM NP MULTI PMS(1)

A - 12

X0300 41402-2000 CRACKS, CLEANING AND SEALING

0.34 MILE $____________ $____________

X0320 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

450 SQYD $____________ $____________

X0340 60801-0400 PAVED WATERWAY, TYPE 4

95 SQYD $____________ $____________

X0360 60901-1000 CURB, CONCRETE, 12-INCH DEPTH

50 LNFT $____________ $____________

X0380 60910-0000 RESET CURB (STONE)

55 LNFT $____________ $____________

X0400 62301-0000 GENERAL LABOR

40 HOUR $____________ $____________

X0420 63401-0000 PAVEMENT MARKINGS (TYPE B)

7,500 LNFT $____________ $____________

X0440 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B)

11 EACH $____________ $____________

X0460 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:X Schedule Type:Options

Project No:NM NP MULTI PMS(1)

A - 13

Y0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

Y0040 15215-7000 SURVEY AND STAKING, PARKING AREA

1 EACH $____________ $____________

Y0060 15301-0000 CONTRACTOR QUALITY CONTROL

ALL LPSM $___LPSM_____ $____________

Y0080 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

Y0100 15701-0000 SOIL EROSION CONTROL

ALL LPSM $___LPSM_____ $____________

Y0120 20302-0500 REMOVAL OF CURB, CONCRETE

200 LNFT $____________ $____________

Y0140 20303-1900 REMOVAL OF PAVEMENT, ASPHALT, 3-INCH DEPTH

1,200 SQYD $____________ $____________

Y0160 20401-0000 ROADWAY EXCAVATION

550 CUYD $____________ $____________

Y0180 20435-2500 BACKFILL, PERMEABLE

400 CUYD $____________ $____________

Y0200 20701-0100 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE A

2,400 SQYD $____________ $____________

Y0220 30202-2000 ROADWAY AGGREGATE, METHOD 2

240.0 TON $____________ $____________

Y0240 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

190 TON $____________ $____________

Y0260 40601-0000 FOG SEAL

1 TON $____________ $____________

Y0280 41101-1000 PRIME COAT, METHOD 1

1 TON $____________ $____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:NM NP MULTI PMS(1)

A - 14

Y0300 60901-1700 CURB, CONCRETE, 18-INCH DEPTH (COLORED)

200 LNFT $____________ $____________

Y0320 62301-0000 GENERAL LABOR

80 HOUR $____________ $____________

Y0340 62405-0300 PLACING CONSERVED TOPSOIL, 4-INCH DEPTH

130 SQYD $____________ $____________

Y0360 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:Y Schedule Type:Options

Project No:NM NP MULTI PMS(1)

A - 15

Bid Schedule Summary

Schedule Bid Total

Schedule A - Base(A - 8)

Schedule X - Option(A - 11)

Schedule Y - Option(A - 13)

Total - Schedules

Submitted By: ________________________________

Bid Schedule

Project No:NM NP MULTI PMS(1)

E-24 DIVISION 100

Special Contract Requirements Project: NM NP MULTI PMS(1), Pavement Preservation New Mexico

(i) Limit surface treatment work to two parks at any one time. OSTB and PECO can be treated as one park for this limitation. Mobilization, final sweeping, and pavement marking is allowed at more than two parks at a time.

(j) WHSA. Stop all work and have all personnel exit the park when directed by the CO during DoD/Air Force closures for missile flights.

(k) CAVE. Complete all work by July 28, 2025.

(l) Option Y PECO Drainage Repairs. Complete all work by between June 1 to June 15, 2025, inclusive. The Visitor Center Parking lot can be closed during this time for the drainage work.

Maintain pedestrian access from the Headquarters Upper Parking lot to the Visitor Center during hours that the building is open to the public. Provide signage and fencing or other temporary traffic control devices to prevent the public from entering the construction site.

(m) CHCU: Complete all work by October 15, 2025

(n) Winter shutdown for the project is November 15, 2025 through March 1, 2026. Perform no work during the shutdown and complete all routes that are under construction on November 14 to a condition that they can be safely and effectively used by the public without delays, disruption, or other impediments. Remove equipment and materials from staging areas during the shutdown.

108.01A Labor. (Added Subsection).

Follow the requirements of FAR Clause 52.222-6 Construction Wage Rate Requirements.

Adjacent or virtually adjacent work sites, as used in FAR Clause 52.222-6, are defined to be work sites within ½ mile of the project. Application of Construction Wage Rate Requirements (Davis- Bacon Act) for work sites beyond ½ mile of the project will be determined by the CO.

108.02 Subcontracting. Amend as follows:

Delete the text of the first paragraph and substitute the following:

Follow the requirements of FAR Clause 52.222-11 Subcontracts (Labor Standards) and FAR Clause 52.236-1 Performance of Work by the Contractor.

Delete the last paragraph and substitute the following:

In FAR Clause 52.236-1 Performance of Work, the percentage of work performed by the Contractor will be computed as the cost of the contract work performed on-site by the Contractor’s employees divided by the total cost of the contract.

E-25 DIVISION 100

Project: NM NP MULTI PMS(1), Pavement Preservation New Mexico

108.03 Determination and Extension of Contract Time. Add the following to paragraph (c):

No adjustment in contract time or amount will be made for stop orders issued under Subsection 108.05(a) or (b), except an adjustment in contract time, as provided by FAR Clause 52.249-10 Default (Fixed-Price Construction), may be made when the Contractor is able to demonstrate that the weather was unusually severe based on the most recent 10 years of historical data.

108.04 Failure to Complete Work on Time. Delete this Subsection and substitute the following:

Follow the requirements of FAR Clause 52.211-12 Liquidated Damages — Construction.

Liquidated damages in the amount specified in Table 108-1 will be assessed for each day beyond the time specified in the contract until substantial completion of the work.

If a winter shutdown occurs during this period, liquidated damages in an amount equal to 10 percent of the amount specified in Table 108-1 will be assessed for each day until work resumes at which time full liquidated damages will be assessed.

If the Government exercises any options, assessment of liquidated damages will be based on the completion date as provided for in FAR Clause 52.211-10 Commencement, Prosecution, and Completion of Work.

Table 108-1 Charge for Liquidated Damages for Each Day Work Is Not Substantially Completed

Original Contract Price Daily

Charge(1) Less than $1,000,000 $2,100

$1,000,000.00 to $4,000,000.00 $3,900 $4,000,000.01 to 10,000,000.00 $5,100

$10,000,000.01 to $20,000,000.00 $7,600 Greater than $20,000,000.00 $8,800

(1) Liquidated damages include Government costs and traffic control.

108.05 Stop Order. Delete the last paragraph.

108.06 Suspension. (Added Subsection).

Follow the requirements of FAR Clause 52.242-14 - Suspension of Work.

Suspend work, either in whole or in part, for such periods deemed necessary due to human burials, cultural resources, historic properties, paleontological remains, or archeological specimens discovered within the construction area. See Subsection 107.02. Due not resume work until approved by the CO.

F-26a

Project: NM NP MULTI PMS(1), Pavement Preservation New Mexico

Section 602. — CULVERTS AND DRAINS

06/15/22–FP14

Construction Requirements

602.03 General. Add the following:

Furnish corrugated steel pipe with a heavy-gage 10 mils thickness polymer coating bonded to both the inside and outside of the galvanized corrugated steel pipe by the manufacturer of the pipe.

Furnish galvanized flared end sections with a painted or powder coated final corrosion resistant finish on the inside and the outside according to the manufacturer’s instructions. Submit the material, manufacturer literature, and proposed color for CO review and approval.

602.05 Laying Metal Pipe. Add the following:

Install the pipe along the same horizontal alignment as the pipe being removed. Adjust the bed elevation as needed to provide a consistent uniform slope from the invert to the outlet.

Attach the pipe to the existing drop inlet opening with coupling bands to a section of the existing pipe or other method as approved by the CO for a leak-resistant seal to the drop inlet concrete box structure.

A.2

SHEET INDEX

PROJECT

NUMBER

SHEET

C

A D

D S h e e ts A A .2 .d g n

J u n

P

M

NM NP MULTI PMS(1)

NPS PMIS NO.: 330778, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

N

29711

I. DRAINAGE REPAIRS CHCU

I.1 METAL PIPE CULVERT - STANDARD 602-1

I.2 METAL PIPE CULVERT COUPLING BAND -

STANDARD 602-2

I.3 METAL AND PLASTIC PIPE CULVERT

BEDDING - STANDARD 602-3

I.4 METAL END SECTIONS STANDARD 602-4

1 Revised by Amendment A001

NPS PMIS No. 33078, 322958, 330969, 330923, 331156, 330944, 331597, 331606, 331170, 330919, 330807, 330772, 330870, 330918

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

A001 A0090 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 See CHCU Area Map 2 sheet D.24

A0100 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 12.3 0.7 13.0

A0120 30402-5000 FULL DEPTH RECLAMATION, METHOD 2 (4-INCH DEPTH) SQYD 3,889 111 4,000

A0140 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 635 35 670

A0160 40601-0000 FOG SEAL TON 268.9 11.1 280.0

A0180 40702-0300 CHIP SEAL, TYPE 1C SQYD 410,764 29,236 440,000

A0220 40711-0000 EMULSIFIED ASPHALT TON 735.8 34.2 770.0

A0240 40712-0000 BLOTTER TON 40 As directed by CO

A0260 40901-2000 MICRO SURFACING, TYPE 2 SQYD 132,982 3,018 136,000

A0280 41401-3000 CRACKS, CLEANING AND FILLING LNFT 1,500 100 1,600

A0300 41402-2000 CRACKS, CLEANING AND SEALING Parking area crack sealing converted to

MILE 39.83 1.17 41.00 units of miles (22' width)

A0320 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 460 70 530 As directed by CO

A0340 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2 SQYD 8,319 681 9,000 As directed by CO

A0360 57501-0000 MINOR BRIDGE WORK LPSM All ALL See CHCU AREA MAP 1 sheet D.23

A001 A0370 60201-0600 18-INCH PIPE CULVERT LNFT 180 See CHCU Area Map 2 sheet D.24

A001 A0375 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT EACH 3 See CHCU Area Map 2 sheet D.24

A0380 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 80

A0400 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH HOUR 80

A0420 62201-2360 VACUUM SWEEPER HOUR 80

A0440 62301-0000 GENERAL LABOR HOUR 80

A0460 63315-0000 RUMBLE STRIP SQYD 117 3 120

A0480 63401-0000 PAVEMENT MARKINGS (TYPE B) LNFT 1,019,573 50,427 1,070,000

A0500 63405-0050 PAVEMENT MARKINGS, SYMBOLS (TYPE B) EACH 286 14 300

A0520 63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 440 440

A0540 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2

A0560 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS LNFT 151,800 13,200 165,000

A0580 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 274 56 330

A0600 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 6,800 6,800

A0620 63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 500 500

A0640 63507-0700 TEMPORARY TRAFFIC CONTROL, TRAFFIC CONTROL SUPERVISOR DAY 180 180

MileStone: Amendment A001

Amendment Review Date: 12/19/24

Report Date: 12/19/24

A

M

E

N

D

Line

Item

No.

Pay Item

Number

SUMMARY OF QUANTITIES - BASE

-D e c -2

:1

A

M

Remarks and/or Determination of Estimated QuantityPay Item Description Unit

Estimated

Quantities u s q ts v s \J o b s

T ra n s p o rt a ti o n \W

X X Z W

F L

ID

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PROJECT

B.1

NM NP MULTI PMS(1)

SHEET

NUMBER

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

N

29711

ROUTE 0901

VISITOR CENTER PARKING

ROUTE 0903

RESIDENTIAL PARKING

ROUTE 0902

EMPLOYEE PARKING ROUTE 0904

MAINTENANCE AREA

ROUTE 0405

UPPER MAINTENANCE

AREA SERVICE ROAD

(NO WORK)

ROUTE 0100

2 WAY LOOP

ROAD SOUTH

ROUTE 0200

LOOP ROAD

ROUTE 0400

HA EMPLOYEE

HOUSING ROAD

ROUTE 0010

MAIN ENTRANCE ROAD

9/ 6/2

NPS PMIS NO.: 330944

NM NP MULTI PMS(1)

SHEET

NUMBERPROJECT

D.24

Service Layer Credits: Sources: Esri, HERE, Garmin, USGS, Intermap, INCREMENT P, NRCan, Esri Japan, METI, Esri China (Hong Kong), Esri Korea, Esri (Thailand), NGCC, (c) OpenStreetMap contributors, and the GIS User Community

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CHACO CULTURE

NATIONAL HISTORICAL PARK

AREA MAP 2

NOTE:

1. See Road Inventory Program (RIP) data for Chaco Culture National Historical Park Cycle 6 Report for additional maps and route information.

2. Unique colors and shades used to differentiate routes and surface treatment.

3. Refer to Surfacing Tabulation Sheets for extent of asphalt surface treatment including roads, parking areas, pullouts, approaches, driveways, campground slips, and other miscellaneous paved surfaces.

Micro Surfacing Type 2

Chip Seal

LEGEND:

No Work Unless Noted Otherwise

MSE ILM LSAJ

P R R

O E

EFE NIS GS NIO E N LA

EM X ICW OE

N

29711

CULVERT REPAIR QUANTITIES

ITEM DESCRIPTION UNIT QUANTITY REMARKS

20301-1900 REMOVAL OF PIPE CULVERT EACH 2 40 LNFT & 140 LNFT CULVERTS

60201-0600 18-INCH PIPE CULVERT (POLYMER

COATED CORRUGATED STEEL) LNFT 180 ROUTE 0010 AND ROUTE 0902

60210-0600 END SECTION FOR 18-INCH PIPE

CULVERT (COATED GALVANIZED STEEL) EACH 3

REMOVE CULVERT AND INSTALL 18-INCH PIPE

CULVERT AND TWO END SECTIONS

REMOVE CULVERT AND INSTALL 18-INCH PIPE

CULVERT AND ONE END SECTION AND

CONNECT TO EXISTING DROP INLET

1 Revised by Amendment A001

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

COVER

MINIMUM

DIAMETER

VALENT

EQUI-

RADIUS

CORNER

MINIMUM

142 x 91

137 x 87

128 x 83

117 x 79

112 x 75

103 x 71

95 x 67

87 x 63

83 x 57

81 x 59

77 x 52

73 x 55

71 x 47

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET) MAXIMUM FILL HEIGHT ABOVE TOP OF PIPE (FEET)

INCHES INCHES

0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8 0.064/160.079/140.109/120.138/10 0.168/8

INCHES INCHES INCHES INCHES

0.060/160.075/140.105/120.135/10 0.164/8 0.060/160.075/140.105/120.135/10 0.164/8

INCHES INCHES

0.064/160.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.079/140.109/120.138/10 0.168/8 0.060/160.075/140.105/120.135/100.060/160.075/140.105/120.135/10

INCHESINCHES INCHES INCHES

NO SCALE

NOTE:

of camber or increase the pipe culvert gradient.

elevation of the inlet invert, reduce the amount parabolic curve as designed exceeds the curve. If the midpoint elevation on the pipe length. Develop camber on a parabolic inverts an ordinate amount equal to 1% of the from a chord through the inlet and outlet

When directed, camber pipe culverts upward

4.

3.

2.

1.

culvert to the top of the pavement.

maximum fill height from the top of the pipe

For all roadway surface types, measure pipe culvert to the top of the pavement.

measure minimum cover from the top of the roadway subgrade. For rigid pavements, top of the pipe culvert to the bottom of the roadways, measure minimum cover from the

For flexible pavement and aggregate surface corrugation pipe.

Obtain approval before furnishing annular of helical lockseam and welded seam pipe.

corrugations are more restrictive than those

Fill heights for culvert pipe with annular lockseam and welded seam pipe only.

The fill heights in the table are for helical special analysis by the CO.

METAL ROUND PIPE CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

METAL PIPE ARCH CULVERT

FILL HEIGHT AND METAL THICKNESS TABLE FOR HELICAL LOCKSEAM AND WELDED SEAM PIPE CULVERT

Fill heights exceeding 100 feet require

STEEL ALUMINUM

DIAMETER

SIZE

PIPE

SPAN x RISE

SIZE

PIPE ARCH

ALUMINUMSTEEL

DIAMETER

SIZE

PIPE

SPAN x RISE

SIZE

PIPE ARCH

" CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE) METAL THICKNESS (INCH/GAGE)

" CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS

" CORRUGATIONS2

" x 3

METAL THICKNESS (INCH/GAGE)

3" x 1" CORRUGATIONS 5" x 1" CORRUGATIONS " CORRUGATIONS2

" x 3

2 3" x 1" CORRUGATIONS

METAL THICKNESS (INCH/GAGE)

3.5

103 x 71

95 x 67

87 x 63

81 x 59

73 x 55

66 x 51

64 x 43

60 x 46

57 x 38

49 x 33

42 x 29

35 x 24

28 x 20

24 x 18

21 x 15

17 x 13

3.5

METAL PIPE CULVERT

602-1

FP-24, FP-14

8/2024

FLH STANDARD

S td

J

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

N M

P a v e P r e s F

H W

A F

N C

A D

D S h e e ts A

M E

N D

M E

N T

S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

P

M

D e c e m b e r

PROJECT

NUMBER

SHEET

NPS PMIS NO.: 330944

NM NP MULTI PMS(1) I.1

1 Revised by Amendment A001

Added sheet

Band Band

Band Band

Band BoltsBolts corrugation in pipe end with second annular around band meshes

Continuous corrugation heel and toe of angle of corrugation at fillet weld at crest

Rivet, spot weld, or

Pipe Pipe

Pipe

Band

BandBand

Bolts Bolts

Angle Angle strap connector

Bolt, bar andof corrugation at heel and toe of angle

Rivet, spot weld, or fillet weld at crest

Wedge

NO SCALE

NOTE:

1.

used.

Bridges, Division II Section 26 may be

Standard specifications for Highway joint performance criteria of AASHTO fastening devices that comply with the

Other types of coupling bands or

W

SMOOTH SLEEVE BAND FLAT BAND

ANNULAR BAND HELICAL BAND

SEMI-CORRUGATED BAND

STANDARD BAND CONNECTIONS

SLEEVE JOINT

SIDE VIEW SIDE VIEW

END VIEWEND VIEW

Band Angle

Bar & Strap

Oval Lug

Integral Flange Wedge and Strap

END VIEW

SIDE VIEW

W W W

Stab type joint

Smoother sleeve with center stop.

[1]

COUPLING BANDS FOR METAL PIPE CULVERT

the connecting pipe. Provide coupling bands not more than 3 nominal sheet thicknesses

Fabricate annular, helical and semi-corrugated type coupling bands from the same metal as

Use annular corrugated bands with pipes having annular corrugations or with helical pipe dimension of the end corrugation in the pipe.

For helically corrugated pipe with rerolled ends, the nominal corrugations size refers to the corrugations on rerolled pipe ends.

Use helical corrugated bands with pipes having helically corrugated ends.

[1]

[2]

[3]

[4]

[5]

[6]

"2

" × 3

The minimum band widths shown for 3" × 1" and 5" × 1" corrugated sizes apply to 2 or 0.036 inch for aluminum, or a plastic with an equivalent strength to metal.

Use a matching metal having a nominal thickness of not less than 0.040 inch for steel, Smooth sleeve-type couplers and flat bands may be used for pipe diameters of 12" or less.

steel or 0.048 inch for aluminum. Fasten coupling bands with the following diameter of bolt:

thinner than the thickness of the pipe to be connected, and no thinner than 0.052 inch for

" for 18" round culvert (21" × 15" pipe arch) or less8

" for 21" round culvert (24" × 18" pipe arch) or more2 rerolled with 3" × 1" pipe corrugations.

having rerolled end to form annular corrugations. A 10.5 inch band is acceptable on

" corrugations. A 12 inch band is acceptable on pipe ends 2

" × 3 pipe ends rerolled with 2 diameter, required above 42" diameter

Second angle connection optional to 42" diameter, required above 42" diameter

Second angle connection optional to 42"

DIAMETER

ROUND PIPE

SPAN × RISE

PIPE ARCHCORRUGATION

CORRUGATED

ANNULAR

CORRUGATED

HELICALLY

CORRUGATED

SEMI-

[3]

BANDS

[4]

BANDS

[5]

BANDS

[2]

SIZE

[6] underline

INCHESINCHESINCHES

87 × 64 to 142 × 91

60 × 46 to 81 × 59

87 × 64 to 142 × 91

60 × 46 to 81 × 59

49 × 33 to 83 × 57

17 × 13 to 42 × 29

78 to 144

36 to 72

78 to 144

36 to 72

78 to 84

42 to 72

12 to 36

10.5

10.5

10.5

10.5

10.5

10.5

10.5

MINIMUM BAND WIDTH (INCHES)

× 2

× 3

3 × 1

5 × 1

COUPLING BAND

METAL PIPE CULVERT

602-2

1/2024

S td

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

N M

P a v e P r e s F

H W

A F

N C

A D

D S h e e ts A

M E

N D

M E

N T

S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

D e c e m b e r

PROJECT

NUMBER

SHEET

NPS PMIS NO.: 330944

NM NP MULTI PMS(1) I.2

1 Revised by Amendment A001

Roadway embankment Roadway embankment

Natural ground

Natural ground Natural ground

Roadway embankment

Roadway excavation

Natural ground

H H

H H

H H

H

H

H

H

Finished subgrade Finished subgrade

Natural ground

Finished subgrade before trench excavation embankment height

Finished subgrade or

Original natural ground surface

Finished subgrade

Roadway embankment

Roadway embankment

Finished subgrade trench excavations depth table

See bedding excavation in trench

HH

H

Half diameter or whichever is less

(see table)

Minimum spacing or Span

Diameter or Span

Diameter section

Metal endMetal end section or 36" (max.) for embankment installations

> 54"

12" to 54"

6"

4"

18" (min.)

* Reduce to 18" for

UP to 48"

48" and UP

24" span or 36", 18" ±

18" ±18"±

(min.)

6"

(min.)

6"

12" (min.), 24" (max.)

"/foot of cover,2 minimum

1'-0"

2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.) 2H or 12' (max.)

2H or 12' (max.)2H or 12' (max.)

2H or 12' (max.) 2H or 12' (max.)

When directed, camber pipe culverts upward from a chord through the inlet and outlet inverts an ordinate amount equal to 1% of the pipe length. Develop camber on a parabolic curve. If the midpoint elevation on the parabolic curve as designed exceeds the elevation of the inlet invert, reduce the amount of camber or increase the pipe culvert gradient.

H equals the diameter of all round pipe culverts or the rise dimension of all pipe arch culverts.

See Section 704 for bedding and backfill requirements.

1.

2.

3.

Construct piping plug of impermeable backfill material at the pipe culvert inlet where granular material is used for backfill. Width may be adjusted to tie into impervious material.

MULTIPLE PIPE INSTALLATION

PIPING PLUG

BELOW NATURAL GROUND OR

TRENCH EXCAVATION IN EMBANKMENT

ON UNSTABLE MATERIAL

ABOVE AND BELOW

NATURAL GROUND

ON NATURAL GROUND

ABOVE NATURAL GROUND

ON UNYIELDING MATERIAL

PIPE BEDDING

ELEVATION

SECTION A-A

LEGEND:

Bedding material (uncompacted)

Impermeable backfill material.

BEDDING DEPTH

MINIMUM SPACING

Toe plate Toe plate

H

Width

H H

Pipe culvert

Embankment slope

High water elevation treatment

Culvert end

Piping plug

A

A

Embankment material placed in layers

Compacted backfill material placed in layers not backfill according to Section 614.

compact in layers not over compressible material. Lightly and replace with selected fine

Remove unyielding material fill material properly compacted with approved granular foundation firm bearing soil and replace

Remove unstable material to

Bedding

Bedding

Bedding

Bedding

NO SCALE

NOTE:

not exceeding 6" compacted depth.

exceeding 6" compacted depth; or lean concrete

6" in uncompacted depth.

2'-0" ±

1'-0" ±

SPACING

DIAMETER

or SPAN

PIPE SIZE (H) DEPTH

PIPE CULVERT BEDDING

METAL AND PLASTIC

602-3

FP-14

S td

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

N M

P a v e P r e s F

H W

A F

N C

A D

D S h e e ts A

M E

N D

M E

N T

S td fp

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

D e c e m b e r

PROJECT

NUMBER

SHEET

NPS PMIS NO.: 330944

NM NP MULTI PMS(1) I.3

1 Revised by Amendment A001

Slope

Toe plateToe plate

A (min) B (max) H (min) W (max)

SLOPE

Approx.

A (min) B (max) H (min) W (max)

SLOPE

Approx.

diameter

Span or

B

L

AWA

End Section

SpanR is e

Di am et er

Toe plate extension

(min. width A+W)

Toe plate extension

Corner plate

(min. width A+W)

Toe plate extension

Corner plate

Reinforced edge

Expander lug End section steel or aluminum pipe

Smooth galvanized

Bolted or welded

Threaded rod

Rod holder connector

Flat strap Pipe culvert Pipe culvert

End section End section

Strap bolt

Pivot bolt

H H

" bolts8 3spacing for

35" × 24" thru 66" × 51" pipe arch

For 30" thru 60" round pipe and

17" × 13" thru 28" × 20" pipe arch

For 12" thru 24" round pipe and

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

0.060

112 × 75

103 × 71

95 × 67

87 × 63

83 × 57

81 × 59

77 × 52

73 × 55

71 × 47

66 × 51

64 × 43

60 × 46

57 × 38

49 × 33

42 × 29

35 × 24

28 × 20

24 × 18

21 × 15

17 × 13

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.109

0.079

0.079

0.064

0.064

0.064

0.064

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.105

0.075

0.075

0.060

0.060

0.060

0.060

INCHES

SPAN × RISE

PIPE SIZE METAL THICKNESS

STEEL ALUMINUM

INCHES GAGE INCHES GAGE

INCHES

DIMENSIONS

L (±2")(INCHES)

DIAM.

VALENT

EQUI-

INCHES

DIAMETER

PIPE SIZE

STEEL

METAL THICKNESS

INCHES GAGE

ALUMINUM

INCHES GAGE

INCHES

DIMENSIONS

L (±2") m in

12" (max.) hole lap after expansion

1" Minimum

13" for 30" dia. and over.

culvert less than 30" dia.

7" for concrete pipe

" bolts8 3spacing for m in

12" (max.) hole edge

Reinforced

Pay Limit

Pipe Culvert

1.

2.

3.

4.

5.

6.

7.

8.

ROUND OR PIPE ARCH CULVERT

PIPE ARCH CULVERTROUND PIPE CULVERT

DESIGN C

CONNECTION TO

METAL PIPE OR

OUTLET END OF

CONCRETE PIPE

SECTION A-APLAN

ELEVATION ELEVATION

riveted or welded connection

For all sizes of round pipe and pipe arch

END SECTIONS FOR ROUND PIPE CULVERT

END SECTIONS FOR PIPE ARCH CULVERT

A

A

DESIGN B

CONNECTION TO CONCRETE

PIPE INLET END

DESIGN A

CONNECTION TO ANNULAR

CORRUGATED METAL PIPE

Pipe coupling band shop bolted to

End section

Pipe culvert reinforcement bolted or riveted under the center panel seam.

Supplement the reinforced edges of end sections for

Variations in design and dimensions are permitted to allow for manufacturer's standards.

Fabricate the diameter of the end section of Design B to match the inside diameter of the concrete pipe culvert.

Design C may be used in lieu of design A for all metal pipe culvert sizes. Coupling bands may be any acceptable type for the pipe culvert specified.

Fabricate multiple piece bodies with lap seams tightly joined attached with bolts or rivets.

Fabricate connector section, corner plate and toe plate extensions from the same metal thickness as the panel body.

Use toe plate extension where shown on the plans.

Warp embankment slopes to match the slope of the flared end sections.

NOTE:

NO SCALE

60" and larger diameter pipe and 66" and larger at 6" centers (max.) or equivalent

" angle4

" × 2

" × 22 equivalent pipe arch provide 2

" bolts8 flared end section with

" rivets or bolts. Fabricate end section center panels 8 by

On end section center panels for 66" and larger from 0.138 inch steel or 0.135 inch aluminum.

for 60" and larger diameter pipe and equivalent pipe arch

" stiffener angles 4

" × 2

" × 22 equivalent pipe arch with 2

METAL END SECTIONS

602-4

S td

T r a n s p o r ta ti o n

W X

X Z

W F L I D I Q

W X

X Z F

N

N M

P a v e P r e s F

H W

A F

N C

A D

D S h e e ts A

M E

N D

M E

N T

S td

.d g n

OFFICE OF FEDERAL LANDS HIGHWAY

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

SPECIFICATION

APPROVED FOR USE

D e c e m b e r

PROJECT

NUMBER

SHEET

NPS PMIS NO.: 330944

NM NP MULTI PMS(1) I.4

1 Revised by Amendment A001