Amendment A005.pdf

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

(a) By completing items 8 and 15, and returning or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

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

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

3. EFFECTIVE DATE 4. REQUISITION/PURCHASE REQUISITION NUMBER

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

FACILITY CODE

10A. MODIFICATION OF CONTRACT/ORDER NUMBER

10B. DATED (SEE ITEM 13)

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

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

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

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

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

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

NUMBER IN ITEM 10A.

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

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

D. OTHER (Specify type of modification and authority)

15C. DATE SIGNED

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

16C. DATE SIGNED

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

PAGE OF PAGES

6. ISSUED BY CODE

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

CODE

15B. CONTRACTOR/OFFEROR

(Signature of person authorized to sign)

16B. UNITED STATES OF AMERICA

(Signature of Contracting Officer)

Previous edition unusable

2. AMENDMENT/MODIFICATION NUMBER

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION:

9A. AMENDMENT OF SOLICITATION NUMBER

5. PROJECT NUMBER (If applicable)

9B. DATED (SEE ITEM 11)

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

- Replace bid schedule with the attached.

- Replace pages E-46, E-66 - E-68

- Replace Plan Sheets B1-B3, B14, B15, B63, B69, G3, T63

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

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.

5/13/2026

A005

X

E-46

CA NP MOJA 11(2) 10(2)

Kelso-Cima & Kelbaker Roads

PMIS 310980, 326192

If soil erosion and sediment pollution control measures are not functioning as intended, take corrective action to eliminate or minimize pollutants in stormwater discharges from the project.

Provide certified weed free devices.

Do not use monofilament plastic for erosion or sediment control products.

157.06 Controls and Limitations on Work. Mark clearing limits and construct sediment perimeter control measures before ground disturbing activities. Before the start of a construction activity, implement appropriate pollution prevention measures for the activity. No soil disturbing construction activity, including clearing and grubbing, may begin on the project until the SWPPP has been reviewed and approved, the NOI has been accepted by the permitting agency and is active, and the CO has authorized on-site work to proceed.

Limit the combined grubbing and grading operations areas to 5 20 acres of exposed soil at one time.

157.07 Stormwater Pollution Prevention Plan. Prepare, submit, and implement a Construction SWPPP following the SWPPP template of the state in which the project is located. Include the Federal Highway Administration as an operator on the project in charge of plans and specifications. If the state does not provide a template, follow the SWPPP template provided by the Environmental Protection Agency (EPA) (https://www.epa.gov/npdes/construction-general-permit-resources-tools-and-templates#swppp).

Provide a SWPPP according to the CGP.

Provisions in the SWPPP are incorporated by reference into the contract. Provide an electronic copy of the SWPPP.

Based on the approved SWPPP, provide the CO a list of the planned pollution prevention devices for each of the following: erosion controls, sediment controls, and non-stormwater controls.

Implement the SWPPP as required throughout the construction period. Modify the erosion, sediment, and non-stormwater pollution control details and SWPPP plans as necessary to accommodate project site conditions and proposed construction operations. Update the SWPPP when modifying erosion, sediment, and non-stormwater pollution controls. Provide a copy of the updated SWPPP monthly to the CO for review.

157.08 Soil Erosion Control. Apply erosion control measures to stabilize soils and to control temporary concentrated flows throughout the duration of the project. Construct and maintain measures according to the manufacturer’s recommendations.

157.09 Sediment Control. Apply sediment control measures to intercept, slow, and detain the flow of stormwater throughout the duration of the project. Construct and maintain measures according to the manufacturer’s recommendations.

Amendment A005 https://www.epa.gov/npdes/construction-general-permit-resources-tools-and-templates#swppp https://www.epa.gov/npdes/construction-general-permit-resources-tools-and-templates#swppp

E-66

Kelso-Cima & Kelbaker Roads

PMIS 310980, 326192

(a) Bachelor’s degree in biology, ecology, wildlife biology, herpetology or a closely related field and;

(b) a minimum of two years of documented experience of field monitoring using accepted resource agency techniques;

(c) Ability to recognize and accurately record survey results and;

(d) Be familiar with the Desert Tortoise Field Manual (USFWS 2009)

(2) Archeological Monitor. Provide an archeological monitor meeting the requirements of the Secretary of Interior Qualification Standards to perform work described in Subsection 107.10(e). Provide qualifications to the CO for review and acceptance at least 14 days prior to ground disturbing activities. The archeologist will have a minimum of one (1) year of experience with a variety of field methods, including survey, testing, excavation, and monitoring.

(3) Tribal Monitor. Provide a tribal monitor meeting the requirements of the Chemehuevi Tribe. Coordinate with Ron Escobar at thpodir@cit-nsn.gov and by phone at

(706) 858-1126, Ext. 152. Coordinate two weeks in advance and provide coordination to the CO.

Section 624. — TOPSOIL

Construction Requirements

624.04 Preparing Areas. Delete this section and replace with the following:

Shape slopes and disturbed areas to be covered with topsoil. Disk or scarify all areas to receive topsoil to a depth of 12 inches perpendicular to the natural flow of water before placing topsoil.

624.05 Placing Topsoil. Add the following:

624.05A Riprap Topping. Conserve sufficient topsoil or suitable material from on-site excavation areas. Riprap topping may be any suitable material that would otherwise be wasted. Remove and dispose of rock larger than 3 inches and all stumps, roots, and other litter according to Subsections

203.05 and 203.07. Place material to fill voids within the riprap and to 2 inches above the top of the riprap. Remove material larger than 1-inch from the top 2 inches.

Adjust moisture content of the material to a level suitable for compaction. Compact each lift until there is no visible evidence of further consolidation.

Amendment A005 mailto:thpodir@cit-nsn.gov

E-67

Kelso-Cima & Kelbaker Roads

PMIS 310980, 326192

Section 633. — PERMANENT TRAFFIC CONTROL

Construction Requirements

633.04 Sign Posts. Add the following:

Sign posts located within the Preserve boundary:

Provide Perforated Square Steel Tube (PSST) sign posts per Subsection 718.04(b)(2) or schedule 40 steel posts with multi-directional slip bases per Subsection 718.04(e) as shown in the plans.

Sign posts located within Caltrans right of way:

Provide wood signs posts per Subsection 718.04(a) as shown in the plans.

633.05 Sign Panels. Add the following:

Sign posts located within the Preserve boundary:

Fabricate sign panels from Aluminum or Extruded Aluminum per Subsection 718.03(c) or 718.03(e).

Sign panels located within Caltrans right of way:

Fabricate sign panels from Aluminum or Extruded Aluminum per Subsection 718.03(f).

633.07 Rumble and Mumble Strips. Add the following:

Provide equipment capable of milling concave indentations with a vacuum attachment to remove the residue from the roadway.

Section 634. — PERMANENT PAVEMENT MARKINGS

Construction Requirements

634.03 General. Add the following:

Do not apply glass beads to parking area pavement markings.

634.05 Waterborne Pavement Markings (Type B). Delete the text and substitute the following:

Apply markings when pavement and air temperature are 50 °F and rising.

Do not heat the paint above 120 °F. Apply paint at a rate of 100 square feet per gallon.

Apply Type 1 glass beads on the paint at a rate of 6 pounds per gallon of paint.

E-68

Kelso-Cima & Kelbaker Roads

PMIS 310980, 326192

Apply two coats of paint and glass beads. Apply the second coat in the opposite direction of the first application. Apply the second coat after the first coat is tack free.

Measurement

634.13 Delete the third paragraph and substitute the following:

When pavement markings are measured by the linear foot or mile, measure the length of line applied along the centerline of each line applied regardless of color or line width. Measure broken and dotted pavement lines from end to end of the line including gaps. Measure solid pavement lines from end to end of each continuous line.

Section 635. — TEMPORARY TRAFFIC CONTROL

Construction Requirements

635.07 Construction Signs. Add the following:

Provide the same type of sheeting on all post-mounted construction signs.

635.14 Temporary Pavement Markings and Delineation. Add the following to (c):

For seasonal suspensions, apply the permanent pavement marking pattern with temporary traffic paint.

Add the following after paragraph (c):

(d) Delineation for unmarked pavements with vehicle positioning guides. For unmarked pavements, install signs and vehicle positioning guides as shown in the plans.

Add the following to the last paragraph:

If permanent pavement markings are not placed within 14 days, provide, at no additional cost to the Government, additional temporary delineation equivalent to the permanent pavement marking pattern.

Measurement

635.26 Delete the twelfth paragraph and replace with the following:

Do not measure flagging hours. Flagging is included under Temporary Traffic Control by Lump Sum.

Add the following:

Do not measure temporary signs and raised pavement markers used for vehicle positioning guides installed according to Standard 635-3.

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. Unit bid prices should be

Bid Schedule Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-6

Amendment

Schedule : A

Schedule Type : Base

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

A0010 15101-0000 MOBILIZATION ALL LPSM

A0020 15215-1000

SURVEY AND STAKING,

APPROACH ROAD 123.000 EACH

A0030 15215-3000

SURVEY AND STAKING,

DRAINAGE STRUCTURE 4.000 EACH

A0050 15215-7000

SURVEY AND STAKING,

PARKING AREA 3.000 EACH

A0050 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

47.400 MILE

A002 A0060 15236-2000

SURVEY CONTROL,

GRADE FINISHING 40.800 MILE

A0070 15301-0000

CONTRACTOR QUALITY

CONTROL ALL LPSM

A0080 15401-0000

CONTRACTOR TESTING (CONTRACTOR

FURNISHED LAB) ALL LPSM

A0090 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

A0100 15701-0000

SOIL EROSION

CONTROL ALL LPSM

A0110 15720-0000

STORMWATER

POLLUTION

PREVENTION PLAN

ALL LPSM

A0120 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

A0130 20101-0000

CLEARING AND

GRUBBING 51.500 ACRE

A0140 20301-0600

REMOVAL OF CATTLE

GUARD 1.000 EACH

A0150 20301-1800

REMOVAL OF

MONUMENT 1.000 EACH

A001 A0160 20301-2400 REMOVAL OF SIGN 82.000 EACH

A0170 20302-0400

REMOVAL OF CURB,

ASPHALT 280.000 LNFT

A0180 20302-0625

REMOVAL OF CURB,

LOG 480.000 LNFT

A0190 20302-2100

REMOVAL OF PIPE

CULVERT 110.000 LNFT

A0200 20401-0000

ROADWAY EXCAVATION

94,200.000 CUYD

A0210 20402-0000 SUBEXCAVATION 1,000.000 CUYD

A005 A0220 20441-0000 WASTE 8,500.000 CUYD

A0230 20470-0000 BOULDER 3.000 EACH

A0240 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

5,400.000 SQYD

A0250 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

290.000 SQYD

A0260 25101-0300

PLACED RIPRAP, CLASS

3 11,300.000 CUYD

A003 A0270 30101-0000 AGGREGATE BASE 44,800.000 TON

Contract Quantity Pay Items

No Contract Quantity Pay Items

BID SCHEDULE

Project No : CA NP MOJA 11(2) 10(2)

Project Name : KELSO CIMA & KELBAKER ROADS

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-7

A003 A0290 30202-2000

ROADWAY

AGGREGATE, METHOD

104,600.000 TON

A0300 30401-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

41.500 MILE

A0310 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

86,000.000 TON

A0330 40105-3000

ANTISTRIP ADDITIVE,

TYPE 3 861.000 TON

A0350 40601-0000 FOG SEAL 221.500 TON

A0360 41101-1000

PRIME COAT, METHOD 1

763.000 TON

A0370 41105-0000 BLOTTER 800.000 TON

A0380 41201-0000 TACK COAT 221.000 TON

A0390 41801-1000

ASPHALT CONCRETE

PAVEMENT PATCH,

TYPE 1

140.000 SQYD

A0400 50101-0600

MINOR CONCRETE

PAVEMENT,

REINFORCED, 6-INCH

DEPTH

150.000 SQYD

A0410 60201-0800 24-INCH PIPE CULVERT 120.000 LNFT

A0420 60201-0900 30-INCH PIPE CULVERT 55.000 LNFT

A0430 60210-0800

END SECTION FOR 24-

INCH PIPE CULVERT 6.000 EACH

A0440 60210-0900

END SECTION FOR 30-

INCH PIPE CULVERT 2.000 EACH

A0450 60901-1000

CURB, CONCRETE, 12-

INCH DEPTH 5,770.000 LNFT

A0460 60902-1000

CURB AND GUTTER,

CONCRETE, 12-INCH

DEPTH

1,600.000 LNFT

A0470 61001-0500

SIDEWALK, EXPOSED

AGGREGATE

CONCRETE

700.000 SQYD

A0480 61004-2000

ACCESSIBILITY RAMP,

EXPOSED AGGREGATE

CONCRETE 25.000 SQYD

A0490 61801-0000 CONCRETE BARRIER 16,100.000 LNFT

A0500 61901-3300

FENCE, TORTOISE

BARRIER 216,500.000 LNFT

A0510 61902-0900 GATE, METAL 6.000 EACH

A0520 61920-2000

REMOVE AND RESET

GATE 3.000 EACH

A0530 61921-1000

REMOVE AND RESET

FENCE 100.000 LNFT

A0540 62201-0250

DUMP TRUCK, 10 CUBIC

YARD MINIMUM

CAPACITY

160.000 HOUR

A0550 62201-0450

BACKHOE LOADER, 4

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 18-INCH

WIDTH

160.000 HOUR

A0560 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

160.000 HOUR

A0570 62201-1400

BULLDOZER, 250HP

MINIMUM FLYWHEEL

POWER

160.000 HOUR

A0580 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 160.000 HOUR

A0590 62201-3250

HYDRAULIC

EXCAVATOR, 2.0 CUBIC

YARD MINIMUM

CAPACITY WITH THUMB

ATTACHMENT

160.000 HOUR

A0600 62301-0000 GENERAL LABOR 90.000 HOUR

A0610 62302-1100

SPECIAL LABOR, HIRED

SURVEY SERVICES 90.000 HOUR

A0620 62303-1000

SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(TRIBAL MONITOR)

ALL LPSM

A0630 62303-1010

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

BIOLOGICAL SERVICES ALL LPSM

A0640 62303-1020

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

ARCHEOLOGICAL

SERVICES

ALL LPSM

A0650 62407-0000

PLACING CONSERVED

TOPSOIL

(1-INCH DEPTH)

5,300.000 CUYD

A0660 63301-0000 SIGN SYSTEM 52.000 EACH

A0670 63301-0000 SIGN SYSTEM (LARGE SIGN) 8.000 EACH

A001 A0680 63302-0000 SIGN SYSTEM (SIGN PANEL) 890.000 SQFT

A0690 63308-3000

OBJECT MARKER, TYPE

3 22.000 EACH

A0700 63309-0200 DELINEATOR, TYPE 2 880.000 EACH

A0710 63312-0000 SPEED HUMP 1.000 EACH

A0720 63316-1000

REMOVE AND RESET

SIGN SYSTEM 121.000 EACH

A0730 63316-3000

REMOVE AND RESET

OBJECT MARKER 13.000 EACH

A0740 63325-0000 MUMBLE STRIP (TRANSVERSE) 150.000 LNFT

A0750 63326-0000 MUMBLE STRIP (CENTERLINE) 3.500 MILE

A0760 63326-0000 MUMBLE STRIP (SHOULDER) 62.200 MILE

A0770 63401-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 3,360.000 LNFT

A0780 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 264.000 MILE

A0790 63402-0400

PAVEMENT MARKINGS,

TYPE B, BROKEN 70.000 MILE

A0800 63405-0050

PAVEMENT MARKINGS,

SYMBOLS 1.000 EACH

A0810 63405-0550

PAVEMENT MARKINGS,

TYPE B, STRAIGHT

ARROW

2.000 EACH

A0820 63405-0700

PAVEMENT MARKINGS,

TYPE B, "STOP" WORD

MESSAGE 4.000 EACH

A0830 63405-0800

PAVEMENT MARKINGS,

TYPE B, RAILROAD

SYMBOL

3.000 EACH

A0840 63405-0850

PAVEMENT MARKINGS,

TYPE B, ACCESSIBILITY

SYMBOL 2.000 EACH

A0850 63405-0855

PAVEMENT MARKINGS,

TYPE B, SPEED HUMP

MARKINGS 2.000 EACH

A0860 63501-0000

TEMPORARY TRAFFIC

CONTROL ALL LPSM

A0870 63501-0000

TEMPORARY TRAFFIC

CONTROL

(RAILROAD FLAGGER)

ALL LPSM

A0880 63640-0600

RELOCATE

COMMUNICATION LINE ALL LPSM

A0890 64603-0000 FIXTURE (ENTRANCE SIGN) 1.000 EACH

A0900 64603-0000 FIXTURE (LANDMARK SIGN) 1.000 EACH

A0910 64702-3100

ENVIRONMENTAL

DESIGN, TORTOISE

CROSSING STRUCTURE 2,280.000 LNFT

A0920 64703-6500

ENVIRONMENTAL

DESIGN, SMALL

WILDLIFE ESCAPE

RAMP

25.000 EACH

A001 A0950 63306-1800

POST, WOOD, 4-INCH X

6-INCH 44.000 EACH

A001 A0960 63306-2000

POST, WOOD, 8-INCH X

6-INCH 4.000 EACH

A005 A0970 62405-0100

PLACING CONSERVED

TOPSOIL, 2-INCH DEPTH

(RIPRAP SOIL TOPPING)

7,600.000 SQYD

A0080 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________

BID ALTERNATE ITEM (Government-Furnished Lab) See page A-4

Submitted By: Schedule Total:

Schedule : X

Schedule Type : Option

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

X0010 15101-0000 MOBILIZATION ALL LPSM

X0020 15215-1000

SURVEY AND STAKING,

APPROACH ROAD 4.000 EACH

X0030 15215-7000

SURVEY AND STAKING,

PARKING AREA 1.000 EACH

X0040 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

3.200 MILE

A002 X0050 15236-2000

SURVEY CONTROL,

GRADE FINISHING 4.900 MILE

X0060 15301-0000

CONTRACTOR QUALITY

CONTROL ALL LPSM

X0070 15401-0000

CONTRACTOR TESTING (CONTRACTOR

FURNISHED LAB) ALL LPSM

X0080 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

X0090 15701-0000

SOIL EROSION

CONTROL ALL LPSM

X0100 15720-0000

STORMWATER

POLLUTION

PREVENTION PLAN

ALL LPSM

X0110 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

X0120 20101-0000

CLEARING AND

GRUBBING 6.000 ACRE

X0130 20301-0600

REMOVAL OF CATTLE

GUARD 1.000 EACH

X0140 20301-2400 REMOVAL OF SIGN 9.000 EACH

X0150 20401-0000

ROADWAY EXCAVATION

10,700.000 CUYD

X0160 20402-0000 SUBEXCAVATION 100.000 CUYD

X0170 20441-0000 WASTE 500.000 CUYD

X0180 21101-1000

ROADWAY

OBLITERATION,

METHOD 1

380.000 SQYD

X0190 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

400.000 SQYD

A003 X0200 30101-0000 AGGREGATE BASE 5,300.000 TON

A003 X0220 30202-2000

ROADWAY

AGGREGATE, METHOD

10,700.000 TON

X0230 30401-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

2.500 MILE

X0240 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

8,500.000 TON

Contract Quantity Pay Items

No Contract Quantity Pay Items

BID SCHEDULE

Project No : CA NP MOJA 11(2) 10(2)

Project Name : KELSO CIMA & KELBAKER ROADS

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-8

X0260 40105-3000

ANTISTRIP ADDITIVE,

TYPE 3 88.000 TON

X0280 40601-0000 FOG SEAL 23.000 TON

X0290 41101-1000

PRIME COAT, METHOD 1

79.000 TON

X0300 41105-0000 BLOTTER 80.000 TON

X0310 41201-0000 TACK COAT 23.000 TON

X0320 50101-0600

MINOR CONCRETE

PAVEMENT,

REINFORCED, 6-INCH

DEPTH

36.000 SQYD

X0330 60901-1000

CURB, CONCRETE, 12-

INCH DEPTH 480.000 LNFT

X0340 61001-0500

SIDEWALK, EXPOSED

AGGREGATE

CONCRETE

130.000 SQYD

X0350 61004-2000

ACCESSIBILITY RAMP,

EXPOSED AGGREGATE

CONCRETE 11.000 SQYD

X0360 61901-3300

FENCE, TORTOISE

BARRIER 14,200.000 LNFT

X0370 62201-0250

DUMP TRUCK, 10 CUBIC

YARD MINIMUM

CAPACITY

30.000 HOUR

X0380 62201-0450

BACKHOE LOADER, 4

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 18-INCH

WIDTH

30.000 HOUR

X0390 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

30.000 HOUR

X0400 62201-1400

BULLDOZER, 250HP

MINIMUM FLYWHEEL

POWER

30.000 HOUR

X0410 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 30.000 HOUR

X0420 62201-3250

HYDRAULIC

EXCAVATOR, 2.0 CUBIC

YARD MINIMUM

CAPACITY WITH THUMB

ATTACHMENT

30.000 HOUR

X0430 62301-0000 GENERAL LABOR 30.000 HOUR

X0440 62302-1100

SPECIAL LABOR, HIRED

SURVEY SERVICES 20.000 HOUR

X0450 62303-1000

SPECIAL LABOR, HIRED

TECHNICAL SERVICES

(TRIBAL MONITOR)

ALL LPSM

X0460 62303-1010

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

BIOLOGICAL SERVICES ALL LPSM

X0470 62303-1020

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

ARCHEOLOGICAL

SERVICES

ALL LPSM

X0480 62407-0000

PLACING CONSERVED

TOPSOIL

(1-INCH DEPTH)

600.000 CUYD

X0490 63301-0000 SIGN SYSTEM 5.000 EACH

X0500 63301-0000 SIGN SYSTEM (LARGE SIGN) 1.000 EACH

X0510 63302-0000 SIGN SYSTEM (SIGN PANEL) 34.000 SQFT

X0520 63309-0200 DELINEATOR, TYPE 2 106.000 EACH

X0530 63316-1000

REMOVE AND RESET

SIGN SYSTEM 34.000 EACH

X0540 63326-0000 MUMBLE STRIP (CENTERLINE) 1.000 MILE

X0550 63326-0000 MUMBLE STRIP (SHOULDER) 6.400 MILE

X0560 63401-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 760.000 LNFT

X0570 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 34.000 MILE

X0580 63402-0400

PAVEMENT MARKINGS,

TYPE B, BROKEN 4.500 MILE

X0590 63405-0050

PAVEMENT MARKINGS,

SYMBOLS 4.000 EACH

X0600 63405-0850

PAVEMENT MARKINGS,

TYPE B, ACCESSIBILITY

SYMBOL 1.000 EACH

X0610 63501-0000

TEMPORARY TRAFFIC

CONTROL ALL LPSM

X0620 64702-3100

ENVIRONMENTAL

DESIGN, TORTOISE

CROSSING STRUCTURE 40.000 LNFT

X0630 64703-6500

ENVIRONMENTAL

DESIGN, SMALL

WILDLIFE ESCAPE

RAMP

2.000 EACH

X0070 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________

BID ALTERNATE ITEM (Government-Furnished Lab) See page A-4

Submitted By: Schedule Total:

Schedule : Y

Schedule Type : Option

AMD# Line Item Number

Pay Item Number

Description Supplemental Description

Quantity Unit Unit Price Amount

Y2000 15101-0000 MOBILIZATION ALL LPSM

Y2010 15215-1000

SURVEY AND STAKING,

APPROACH ROAD 8.000 EACH

Y2020 15225-0000

SLOPE, REFERENCE,

AND CLEARING AND

GRUBBING CONTROL

6.100 MILE

A002 Y2030 15236-2000

SURVEY CONTROL,

GRADE FINISHING 7.900 MILE

Y2040 15301-0000

CONTRACTOR QUALITY

CONTROL ALL LPSM

Y2050 15401-0000

CONTRACTOR TESTING (CONTRACTOR

FURNISHED LAB) ALL LPSM

Y2060 15501-0000

CONSTRUCTION

SCHEDULE ALL LPSM

Y2070 15701-0000

SOIL EROSION

CONTROL ALL LPSM

Y2080 15720-0000

STORMWATER

POLLUTION

PREVENTION PLAN

ALL LPSM

Y2090 15802-0000

WATERING FOR DUST

CONTROL ALL LPSM

Y2100 20101-0000

CLEARING AND

GRUBBING 9.500 ACRE

Y2110 20301-2400 REMOVAL OF SIGN 7.000 EACH

Y2120 20401-0000

ROADWAY EXCAVATION

8,700.000 CUYD

Y2130 20402-0000 SUBEXCAVATION 200.000 CUYD

Y2140 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

100.000 SQYD

Y2150 25101-0300

PLACED RIPRAP, CLASS

3 1,165.000 CUYD

A003 Y2160 30101-0000 AGGREGATE BASE 4,600.000 TON

A003 Y2180 30202-2000

ROADWAY

AGGREGATE, METHOD

17,100.000 TON

Y2190 30401-5300

FULL DEPTH

RECLAMATION,

METHOD 2, 6-INCH

DEPTH

4.500 MILE

Y2200 40101-5600

ASPHALT CONCRETE

PAVEMENT, GYRATORY

MIX, 1/2-INCH OR 3/4-

INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3 TO <3

MILLION ESAL

16,300.000 TON

Y2220 40105-3000

ANTISTRIP ADDITIVE,

TYPE 3 170.000 TON

Y2240 40601-0000 FOG SEAL 43.000 TON

Y2250 41101-1000

PRIME COAT, METHOD 1

146.000 TON

Y2260 41105-0000 BLOTTER 154.000 TON

Y2270 41201-0000 TACK COAT 43.000 TON

Contract Quantity Pay Items

No Contract Quantity Pay Items

BID SCHEDULE

Project No : CA NP MOJA 11(2) 10(2)

Project Name : KELSO CIMA & KELBAKER ROADS

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-9

Y2280 60901-1000

CURB, CONCRETE, 12-

INCH DEPTH 650.000 LNFT

Y2290 61801-0000 CONCRETE BARRIER 1,860.000 LNFT

Y2300 62201-0250

DUMP TRUCK, 10 CUBIC

YARD MINIMUM

CAPACITY

50.000 HOUR

Y2310 62201-0450

BACKHOE LOADER, 4

CUBIC FOOT MINIMUM

RATED CAPACITY

BUCKET, 18-INCH

WIDTH

50.000 HOUR

Y2320 62201-0950

WHEEL LOADER, 3

CUBIC YARD MINIMUM

RATED CAPACITY

50.000 HOUR

Y2330 62201-1400

BULLDOZER, 250HP

MINIMUM FLYWHEEL

POWER

50.000 HOUR

Y2340 62201-2850

MOTOR GRADER, 12

FOOT MINIMUM BLADE 50.000 HOUR

Y2350 62201-3250

HYDRAULIC

EXCAVATOR, 2.0 CUBIC

YARD MINIMUM

CAPACITY WITH THUMB

ATTACHMENT

50.000 HOUR

Y2360 62301-0000 GENERAL LABOR 50.000 HOUR

Y2370 62302-1100

SPECIAL LABOR, HIRED

SURVEY SERVICES 40.000 HOUR

Y2380 62303-1010

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

BIOLOGICAL SERVICES ALL LPSM

Y2390 62303-1020

SPECIAL LABOR, HIRED

TECHNICAL SERVICES,

ARCHEOLOGICAL

SERVICES

ALL LPSM

Y2400 62407-0000

PLACING CONSERVED

TOPSOIL

(1-INCH DEPTH)

940.000 CUYD

Y2410 63301-0000 SIGN SYSTEM 5.000 EACH

Y2420 63309-0200 DELINEATOR, TYPE 2 251.000 EACH

Y2430 63316-1000

REMOVE AND RESET

SIGN SYSTEM 21.000 EACH

Y2440 63326-0000 MUMBLE STRIP (CENTERLINE) 2.000 MILE

Y2450 63326-0000 MUMBLE STRIP (SHOULDER) 12.000 MILE

Y2460 63402-0300

PAVEMENT MARKINGS,

TYPE B, SOLID 64.000 MILE

Y2470 63402-0400

PAVEMENT MARKINGS,

TYPE B, BROKEN 7.000 MILE

Y2480 63501-0000

TEMPORARY TRAFFIC

CONTROL ALL LPSM

Y2050 15401-0000 CONTRACTOR TESTING ALL LPSM $_______________

BID ALTERNATE ITEM (Government-Furnished Lab) See page A-4

Submitted By: Schedule Total:

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-9

Schedule Bid Total

Schedule A - Base $0.00

Schedule Bid Total

Schedule X - Option $0.00

Schedule Bid Total

Schedule Y - Option $0.00

Bid Total

$0.00

BID SCHEDULE SUMMARY

Total-Schedule(s) and Option(s)

Schedule A, Option X, Option Y

Project: CA NP MOJA 11(2) 10(2), KELSO CIMA & KELBAKER ROADS A-10

Administrative Note: Plan sheets are incorrectly labeled Amendment A004. References to Amendment A004 in the following plan sheets should read Amendment A005.

NPS PMIS No. 170/193141 NPS Drwg No. 310980right

Sheet and Description

B9-B14 B15 B16-B19 B20-B33 B34-B54

Survey and

Clearing

Summaries

Grading

Summary

Misc. and

Surfacing

Summary

Conc. and

Riprap, and

Fencing

Summary

Perm. Sign, Mumble

Strips, and Pavt.

Markings Summaries

BID

SCHEDULE

A0010 15101-0000 MOBILIZATION LPSM ALL

A0020 15215-1000 SURVEY AND STAKING, APPROACH ROAD EACH 123 123

A0030 15215-3000 SURVEY AND STAKING, DRAINAGE STRUCTURE EACH 4 4

A0040 15215-7000 SURVEY AND STAKING, PARKING AREA EACH 3 3

A0050 15225-0000 SLOPE, REFERENCE, AND CLEARING AND GRUBBING

CONTROL MILE 47.4 47.4

A002 A0060 15236-2000 SURVEY CONTROL, GRADE FINISHING MILE 40.8 40.8

A0070 15301-0000 CONTRACTOR QUALITY CONTROL LPSM ALL

A0080 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0100 15701-0000 SOIL EROSION CONTROL LPSM ALL

A0110 15720-0000 STORMWATER POLLUTION PREVENTION PLAN LPSM ALL

A0120 15802-0000 WATERING FOR DUST CONTROL LPSM ALL

A0130 20101-0000 CLEARING AND GRUBBING ACRE 50.7 0.8 51.5

A0140 20301-0600 REMOVAL OF CATTLE GUARD EACH 1 1

A0150 20301-1800 REMOVAL OF MONUMENT EACH 1 1

A001 A0160 20301-2400 REMOVAL OF SIGN EACH 82 82

A0170 20302-0400 REMOVAL OF CURB, ASPHALT LNFT 262 18 280

A0180 20302-0625 REMOVAL OF CURB, LOG LNFT 470 10 480

A0190 20302-2100 REMOVAL OF PIPE CULVERT LNFT 106 4 110

A0200 20401-0000 ROADWAY EXCAVATION CUYD 89794 4406 94200

A0210 20402-0000 SUBEXCAVATION CUYD 1000 AS APPROVED BY CO

A004 A0220 20441-0000 WASTE CUYD 8023 477 8500

A0230 20470-0000 BOULDER EACH 3 3

A0240 21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 4951 449 5400

A0250 21101-2000 ROADWAY OBLITERATION, METHOD 2 SQYD 261 29 290

A0260 25101-0300 PLACED RIPRAP, CLASS 3 CUYD 10350 950 11300

A003 A0270 30101-0000 AGGREGATE BASE TON 42753 2047 44800

A003 A0290 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 99668 4932 104600

A0300 30401-5300 FULL DEPTH RECLAMATION, METHOD 2, 6-INCH DEPTH MILE 40.8 0.7 41.5

A0310 40101-5600 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH

OR 3/4-INCH NOMINAL MAXIMUM SIZE AGGREGATE, 0.3

TO <3 MILLION ESAL TON 83645 2355 86000

A0330 40105-3000 ANTISTRIP ADDITIVE, TYPE 3 TON 836.5 24.5 861

A0350 40601-0000 FOG SEAL TON 216.9 4.6 221.5

A0360 41101-1000 PRIME COAT, METHOD 1 TON 753.4 9.6 763

A0370 41105-0000 BLOTTER TON 784.5 15.5 800

A0380 41201-0000 TACK COAT TON 216.9 4.1 221

A0390 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1 SQYD 135.2 4.8 140

A0400 50101-0600 MINOR CONCRETE PAVEMENT, REINFORCED, 6-INCH DEPTH SQYD 139 11 150

PAY ITEM

NUMBER

LINE

ITEM

NO.

h tt p s

/h d ri n c -m y .s h a re p o in t.

c o m

/p e rs o n a l/ d k ir e ra h d ri n c c o m

/D o c u m e n ts

/D e s k to p /a

M M

E N

D M

E N

T S /A

S C H

A S

O Q

.x ls m ]S h e e t

-M a y -2

:3

A

M

A

M

E

N

D

SUMMARY OF QUANTITIES - Schedule A

AMENDMENT A004

Remarks and/or Determination of Estimated

Quantity

Estimated

Quantities

ALLOWANCEUNITPAY ITEM DESCRIPTION

PROJECT

B1

CA NP MOJA 11(2) 10(2)

KELSO-CIMA AND KELBAKER ROADS

SHEET

NUMBER

B9-B14 B15 B16-B19 B20-B33 B34-B54

Survey and

Clearing

Summaries

Grading

Summary

Misc. and

Surfacing

Summary

Conc. and

Riprap, and

Fencing

Summary

Perm. Sign, Mumble

Strips, and Pavt.

Markings Summaries

BID

SCHEDULE

A0410 60201-0800 24-INCH PIPE CULVERT LNFT 116 4 120

A0420 60201-0900 30-INCH PIPE CULVERT LNFT 53 2 55

A0430 60210-0800 END SECTION FOR 24-INCH PIPE CULVERT EACH 6 6

A0440 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT EACH 2 2

A0450 60901-1000 CURB, CONCRETE, 12-INCH DEPTH LNFT 5703 67 5770

A0460 60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 1566 34 1600

A0470 61001-0500 SIDEWALK, EXPOSED AGGREGATE CONCRETE SQYD 694 6 700

A0480 61004-2000 ACCESSIBILITY RAMP, EXPOSED AGGREGATE CONCRETE SQYD 21 4 25

A0490 61801-0000 CONCRETE BARRIER LNFT 15388 712 16100

A0500 61901-3300 FENCE, TORTOISE BARRIER LNFT 214120 2380 216500

A0510 61902-0900 GATE, METAL EACH 6 6

A0520 61920-2000 REMOVE AND RESET GATE EACH 3 3

A0530 61921-1000 REMOVE AND RESET FENCE LNFT 91 9 100

A0540 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 160

A0550 62201-0450 BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED

CAPACITY BUCKET, 18-INCH WIDTH HOUR 160

A0560 62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 160

A0570 62201-1400 BULLDOZER, 250HP MINIMUM FLYWHEEL POWER HOUR 160

A0580 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 160

A0590 62201-3250 HYDRAULIC EXCAVATOR, 2.0 CUBIC YARD MINIMUM

CAPACITY WITH THUMB ATTACHMENT HOUR 160

A0600 62301-0000 GENERAL LABOR HOUR 90

A0610 62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 90

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

MONITOR) LPSM ALL

A0630 62303-1010 SPECIAL LABOR, HIRED TECHNICAL SERVICES,

BIOLOGICAL SERVICES LPSM ALL

A0640 62303-1020 SPECIAL LABOR, HIRED TECHNICAL SERVICES,

ARCHEOLOGICAL SERVICES LPSM ALL

A0650 62407-0000 PLACING CONSERVED TOPSOIL,(1-INCH DEPTH) CUYD 4931.5 368.5 5300

A0660 63301-0000 SIGN SYSTEM EACH 52 52

A0670 63301-0000 SIGN SYSTEM,(LARGE SIGN) EACH 8 8

A001 A0680 63302-0000 SIGN SYSTEM,(SIGN PANEL) SQFT 871 19 890

A0690 63308-3000 OBJECT MARKER, TYPE 3 EACH 22 22

A0700 63309-0200 DELINEATOR, TYPE 2 EACH 880 880

A0710 63312-0000 SPEED HUMP EACH 1 1

A0720 63316-1000 REMOVE AND RESET SIGN SYSTEM EACH 121 121

A0730 63316-3000 REMOVE AND RESET OBJECT MARKER EACH 13 13

A0740 63325-0000 MUMBLE STRIP,(TRANSVERSE) LNFT 150 150

A001 A0750 63326-0000 MUMBLE STRIP,(CENTERLINE) MILE 3.36 0.14 3.5

-M a y -2

:3

A

M

AMENDMENT A004

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT ALLOWANCE

Estimated

Quantities

Remarks and/or Determination of Estimated

Quantity h tt p s

/h d ri n c -m y .s h a re p o in t.

c o m

/p e rs o n a l/ d k ir e ra h d ri n c c o m

/D o c u m e n ts

/D e s k to p /a

M M

E N

D M

E N

T S /A

S C H

A S

O Q

.x ls m ]S h e e t

(2

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

LINE

ITEM

NO.

PROJECT

B2

CA NP MOJA 11(2) 10(2)

KELSO-CIMA AND KELBAKER ROADS

B9-B14 B15 B16-B19 B20-B33 B34-B54

Survey and

Clearing

Summaries

Grading

Summary

Misc. and

Surfacing

Summary

Conc. and

Riprap, and

Fencing

Summary

Perm. Sign, Mumble

Strips, and Pavt.

Markings Summaries

BID

SCHEDULE

A0760 63326-0000 MUMBLE STRIP,(SHOULDER) MILE 62.06 0.14 62.2

A0770 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID LNFT 3258.6 101.4 3360

A0780 63402-0300 PAVEMENT MARKINGS, TYPE B, SOLID MILE 261.5 2.5 264

A0790 63402-0400 PAVEMENT MARKINGS, TYPE B, BROKEN MILE 68.1 1.9 70

A0800 63405-0050 PAVEMENT MARKINGS, SYMBOLS EACH 1 1

A0810 63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW EACH 2 2

A0820 63405-0700 PAVEMENT MARKINGS, TYPE B, "STOP" WORD MESSAGE EACH 4 4

A0830 63405-0800 PAVEMENT MARKINGS, TYPE B, RAILROAD SYMBOL EACH 3 3

A0840 63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL EACH 2 2

A0850 63405-0855 PAVEMENT MARKINGS, TYPE B, SPEED HUMP MARKINGS EACH 2 2

A0860 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0870 63501-0000 TEMPORARY TRAFFIC CONTROL (RAILROAD FLAGGER) LPSM ALL

A0880 63640-0600 RELOCATE COMMUNICATION LINE LPSM ALL

A0890 64603-0000 FIXTURE,(ENTRANCE SIGN) EACH 1 1

A0900 64603-0000 FIXTURE,(LANDMARK SIGN) EACH 1 1

A0910 64702-3100 ENVIRONMENTAL DESIGN, TORTOISE CROSSING STRUCTURE LNFT 2280 2280

A0920 64703-6500 ENVIRONMENTAL DESIGN, SMALL WILDLIFE ESCAPE RAMP EACH 25 25

A001 A0950 63306-1800 POST, WOOD, 4-INCH X 6-INCH EACH 44 44

A001 A0960 63306-2000 POST, WOOD, 8-INCH X 6-INCH EACH 4 4

A004 A0970 62405-0100 PLACING CONSERVED TOPSOIL, 2-INCH DEPTH,(RIPRAP

SOIL TOPPING) SQYD 7247 353 7600

-M a y -2

:3

A

M

AMENDMENT A004

PAY ITEM

NUMBER

PAY ITEM DESCRIPTION UNIT ALLOWANCE

Estimated

Quantities

Remarks and/or Determination of Estimated

Quantity h tt p s

/h d ri n c -m y .s h a re p o in t.

c o m

/p e rs o n a l/ d k ir e ra h d ri n c c o m

/D o c u m e n ts

/D e s k to p /a

M M

E N

D M

E N

T S /A

S C H

A S

O Q

.x ls m ]S h e e t

(3

SUMMARY OF QUANTITIES - Schedule A

A

M

E

N

D

LINE

ITEM

NO.

PROJECT

B3

CA NP MOJA 11(2) 10(2)

KELSO-CIMA AND KELBAKER ROADS

4 4

AMENDMENT A004: Added a bid item and qty4

REVISED 05/11/26

C le a r in g a n d R e v e g S u m m a r y c p w w o rk in g \c e n tr a l0

\d

\S

U M

A

(C A

N

P )M

O J A

(2

)1

(2

.d g n :4

A

M

A u g u s t

SCHEDULE A

SUMMARY

CLEARING AND REVEGETATION

PROJECT

NUMBER

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

B14

NPS PMIS No.: 310980, 326192 DRAWING NO.: 170/193141 unavailable and total waste qtys.

AMENDMENT A004: Added riprap topping locations qtys and updated 4

REVISED 05/11/26

4 4

4 4 4

G r a d in g S u m m a r y p w w o rk in g \c e n tr a l0

\d

\S

U M

A

(C A

N

P )M

O J A

(2

)1

(2

.d g n :0

M a y

SCHEDULE A

GRADING SUMMARY

PROJECT

NUMBER

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

B15

AMENDMENT A001: Updated note 51

REVISED 05/11/26

unavailable and total waste qty

AMENDMENT A004: Added riprap topping locations qty and updated

4 4

G r a d in g m is c e ll a n e o u s a n d c a tt le p w w o rk in g \c e n tr a l0

\d

\S

U M

Y

(C A

N

P )M

O J A

(2

)1

(2

.d g n

:4

P

A p r il

OPTION Y

AND CONCRETE SUMMARIES -

GRADING, MISCELLANEOUS,

PROJECT

NUMBER

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

B63

N

50 10002550

Scale in feet

B

A A

B

C

C

+00

3,055 3,055

3,060 3,060

3,065 3,065

3,070 3,070

3,055 3,055

3,060 3,060

3,065 3,065

3,070 3,070

Estimated volume available ~9,800 CCY

S Kelbaker waste location (south side)

Estimated volume available ~5,600 CCY

S Kelbaker waste location (north side)

1:4 or flatter

1:4 or flatter

1015+20

Kelbaker Road

Vert.: 1"=20'

Horiz.: 1"=100'

3% or flatter3% or flatter

3% or flatter

3% or flatter 1:4 or flatter

Round slopes (typ.)

and flatten slopes (typ.)

lower top of embankment

If less waste is generated

1:4 or flatter

1:4 or flatter

Existing ground

Existing ground

Existing ground

Vert.: 1"=20'

Horiz.: 1"=100'

Vert.: 1"=20'

Horiz.: 1"=100'

M a x

M a x and flatten slopes (typ.)

lower top of embankment

If less waste is generated and flatten slopes (typ.)

lower top of embankment

If less waste is generated and flatten slopes (typ.)

lower top of embankment

If less waste is generated with acceptance by CO.

2. Compact per Section 204.11 and smooth final grades per sections and grades shown.

1. Temporary stockpiles are allowed, final configuration

NOTES:

SECTION A-A

SECTION B-B

SECTION C-C

30' min.

removed riprap location columns and added note.

AMENDMENT A004: Updated available waste, cumulative totals, REVISED 05/11/26

4 4

3,050 3,050

3,055 3,055

3,060 3,060

3,065 3,065

3,070 3,070

:4

M a y

E x is ti n g W a s te

A c c e s s

P la n

S h e e t] p w w o rk in g \c e n tr a l0

\d

\E

W S

U M

M A

R Y

C

A N

P )M

O J A

(2

)1 (2 d g n

S KELBAKER WASTE LOCATION

SCHEDULE AND OPTIONS AND

EARTHWORK SUMMARY BY

PROJECT

NUMBER

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

B69 information.

sheet B72 for additional

See grading summaries and

Topping)

2-Inch Depth (Riprap Soil

Placing Conserved Topsoil, under item 62405-0100, be measured for payment identified on sheet T63 will existing riprap locations

Placing soil for topping of

Existing riprap installations:

item.

incidental to the riprap pay payment, and will be measured separately for new riprap will not be

Placing soil for topping of

New riprap installations: 3.

noted on the plans.

Furnish geotextile filter as 2.

unless otherwise noted permanent riprap installation

Use at all locations with 1.

and class of riprap

See plans for dimensions

Cover riprap with soil depth shown with soil to the

Cover riprap

Step 3:

the top of the riprap voids with soil to the

Fill near surface

Step 2:

on the plans the depth shown

Place riprap to

Step 1:

subsection 624.05A)

Soil (Riprap topping per

Riprap

See note 2

Geotextile filter existing ground

Blend soil into

Existing ground

NOTE:

LEGEND:

A A

PLAN VIEW

SECTION A-A

in c h m in

RIPRAP SOIL TOPPING

and note 3 Legend AMENDMENT A004: Updated

REVISED 05/11/26

:0

P

M a y

S p

B p w w o r k in g \c e n tr a l0

\d

\S p B

.d g n

SPECIAL

SOIL TOPPING

RIPRAP

251-B

PROJECT

NUMBER

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

G3

E: 7254768.91

N: 2354671.13

Riprap location 1

Cima Rd

Essex Road

Black Canyon Road

Cedar Canyon Road

Ivanpah Road

Kelbaker Road

Kelbaker Road

Scale in Miles

50 10

E: 7409954.32

N: 2217632.25

Riprap location

Lanfair Rd

E: 7359201.01

N: 2254006.52

Riprap location

Cedar Canyon

E: 7339569.29

N: 2180600.23

Riprap location Site A

Black Canyon Rd

E: 7357705.31

N: 2131034.46

Riprap location Site A

Essex Rd

E: 7195778.96

N: 2271735.70

Riprap location Site 6

Kelbaker Rd

Lanfair Rd

E: 7259776.64

N: 2211323.87

Rockery Wall

Riprap location

Kelbaker Rd

E: 7197270.50

N: 2267879.71

Riprap location Site 1

Kelbaker Rd

E: 7197289.84

N: 2265879.27

Riprap location Site 2

Kelbaker Rd

E: 7255045.06

N: 2354145.38

Riprap location 2

Cima Rd

E: 7289042.55

N: 2318385.53

Riprap location 3

Cima Rd

E: 7295247.73

N: 2306299.92

Riprap location 4

Cima Rd

E: 7301711.29

N: 2293630.79

Riprap location 5

Cima Rd

E: 7356003.87

N: 2131519.72

Riprap location Site D

Essex Rd

E: 7356348.33

N: 2131423.72

Riprap location Site C

Essex Rd

E: 7357013.64

N: 2131230.41

Riprap location Site B

Essex Rd

© 2026 Microsoft Corporation © 2026 TomTom

71 Miles

To Barstow

103 Miles

To Barstow

To Needles 42 Miles

Baker

I-

I -1

I-40

I-40

Preserve

Mojave National

Kelso

Cima

AMENDMENT A004: Updated soil topping qtys from CY to SY

REVISED 05/11/26

K e ls o -C im a R o a d

M o rn in g S ta r

M in e R o a d

7 days of the initial placement at each location.

locations. Shape and compact the soil within

4. Limit the duration of stockpiles at the riprap

251-B and Typical Section Sheet A19.

3. For riprap soil topping details, see Special Detail at existing riprap locations.

Refer to the Appendix for additional information drawings from CA FTNP MOJA 12(1) Cima Road.

2. Soil topping quantities are based on As-Built shown are approximate.

1. Riprap locations and soil topping volumes

NOTE:

C im a R o a d areas

:2

M a y

S it e M a p

S h e e t p w w o r k in g

\c e n tr a l0

\d

\R ip r a p

L o c a ti o n s C

A

N P

M

O J A

.d g n

SOIL TOPPING LOCATIONS

ADDITIONAL RIPRAP

PROJECT

SHEET

KELSO-CIMA AND KELBAKER ROADS

CA NP MOJA 11(2) 10(2)

T63