C04 - 3 - Schedule of Items.docx

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USFS - FY 2023 ERFO Repair Project
Solicitation number
127EAW26Q0047
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This is a Schedule of Items document that outlines the specific products or services required for the USFS FY 2023 ERFO Repair Project at Sequoia National Forest, California. The document provides a detailed breakdown of construction materials, labor, equipment, and services necessary to complete the emergency repair work. It itemizes quantities, unit prices, and total costs for each line item, enabling contractors to provide accurate quotations based on the Forest Service's specific requirements. The schedule serves as the basis for pricing proposals and helps ensure all vendors are quoting on identical scope of work.

The Schedule of Items is a critical component of this small business set-aside solicitation (127EAW26Q0047), which is classified under NAICS code 237310 (Highway, Street, and Bridge Construction) with a $45 million size standard. Contractors responding to this RFQ must reference this schedule when submitting their quotes and pricing. The document facilitates transparent and competitive bidding by providing a standardized list of deliverables, ensuring that all quotes are comparable and that the Forest Service receives accurate cost estimates for the repair project.

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Other files

File Type Posted
C05 - Amendment A00001 -127EAW26Q0047 - FY 2023 ERFO Repair Project.pdf PDF
C04 - 2 - Statement of Work.pdf PDF
C04 - 1 - Solicitation Terms and Conditions - FY 2023 ERFO Repair Project - 127EAW26Q0047.pdf PDF
C04 - 4 - Davis-Bacon Act WD CA20260021 - Tulare County - May 2026.pdf PDF
C04 - 10 - Contract Administration Data.pdf PDF
C04 - 9 - Fire Plan.pdf PDF
C04 - 11 - RFI Form.docx DOCX document
C04 - 6 - Davis-Bacon Act WD CA20260018 - Fresno County - May 2026.pdf PDF
C04 - 7 - Drawings.pdf PDF
C04 - 8 - Supplemental Specs.pdf PDF
C04 - 5 - Davis-Bacon Act WD CA20260020 - Kern County - May 2026.pdf PDF
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SCHEDULE OF ITEMS

FY 2023 ERFO Repair Project Sequoia National Forest

Pay Item Number
Item Description
Method of Measure
Unit
Quantity
Unit Price
Item Cost

F.S. Road 12S01 Davis, MP 2.0 ERFO Repair Work Items: (9BC00123)

151(01A)
Mobilization
L.S.Q.
L.S.
1.0
301(01A)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
28.0
303(01A)
Recondition Roadway, Compaction Placement Method 2 (Native or Aggregate Surface Roads).
L.S.Q.
L.S.
1.0

Site Subtotal:

FS Road 12S01 Davis, MP 2.4 ERFO Repair Work Items: (9BC00223)

151(01B)
Mobilization
L.S.Q.
L.S.
1.0
301(01B)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
21.0
303(01B)
Recondition Roadway, Compaction Placement Method 2 (Native or Aggregate Surface Roads).
L.S.Q.
L.S.
1.0

Site Subtotal:

FS Road 12S01 Davis, MP 3.09 ERFO Repair Work Items: (ER02) (E7O01522)

151(01C)
Mobilization
L.S.Q.
L.S.
1.0
156(01C)
Traffic Control
L.S.Q.
L.S.
1.0
204(01C)
Slope Failure Repair
A.Q.
C.Y.
30.0
252(01C)
Reconstruct Dry Stack Rock Retaining Wall.
A.Q.
S.Y.
46.0
301(01C)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
4.0

Site Subtotal:

FS Road 13S23 Little Boulder, MP 0.23 Work Items: (9BC00323)

151(01D)
Mobilization
L.S.Q.
L.S.
1.0
156(01D)
Traffic Control
L.S.Q.
L.S.
1.0
204(01D)
Slope Washout Repair
C.Q.
C.Y.
229.0
301(01D)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
11.0
418(02D)
Asphalt Concrete Pavement Patching, Full Depth Patch Type 2 (FDP-2) with Hot Asphalt Concrete Mixture 3/4" Asphalt; Type 1 Caltrans Approved Mix Design.
A.Q.
Ton
12.0

Site Subtotal:

Pay Item Number
Item Description
Method of Measure
Unit
Quantity
Unit Price
Item Cost

FS Road 21S94 Crawford, MP 9.57 Work Items:

151(01G)
Mobilization
L.S.Q.
L.S.
1.0
418(01G)
Asphalt Concrete Pavement, Base, and Subgrade Full Depth Patch Type 1 (FDP-1) with Hot Asphalt Concrete Mixture 3/4" Asphalt; Type 1 Caltrans Approved Mix Design.
A.Q.
Ton
10.0

Site Subtotal:

FS Road 21S94 Crawford, MP 17.3 Work Items:

151(01I)
Mobilization
L.S.Q.
L.S.
1.0
301(01I)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
5.8

Site Subtotal:

FS Road 21S94 Crawford, MP 17.4 Work Items:

151(01J)
Mobilization
L.S.Q.
L.F.
1.0
301(01J)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
8.5

Site Subtotal:

FS Trail 28E05 MP 0.03 Work Items:

151(01K)
Mobilization
L.S.Q.
L.S.
1.0
204(03K)
Trail Prism Repair
A.Q.
C.Y.
30
301(01K)
Aggregate Base, Grading 3/4 inch Max, Type CalTrans Class 2 Base
A.Q.
Ton
21.0
413(01K)
Asphalt Pavement Milling, 2"-3" Existing Depth, 1” minus material and stockpile
A.Q.
S.Y.
96.0
418(02K)
Asphalt Concrete Pavement, Base, and Subgrade Full Depth Patch Type 1 (FDP-1) with Hot Asphalt Concrete Mixture 3/4" Asphalt; Type 1 Caltrans Approved Mix Design.
A.Q.
Ton
23.0
607(01K)
Clear debris at 18" CMP inlet and outlet.
A.Q.
L.F.
20.0

Site Subtotal:

Pay Item Number

Item Description
Method of Measure
Unit
Quantity
Unit Price
Item Cost

FS Road 20S03 Fox Farm, MP 0.75-1.344 Repair Work Items:

151(01A)
Mobilization
L.S.Q.
L.S.
1.0
204(01A)
Slope Failure Repair
A.Q.
C.Y.
432.0
301(01A)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
77.2
606(01A)
Furnish & Install 12" Type 2 Spillway Inlet Assembly 12 ga. w/ Rectangle Corrugated 12" 16 ga. Flume, Flex Neck 16 ga. Anchor Stakes, Riprap
A.Q.
E.A.
1.0
606(02A)
Relay Existing Overside Drain
A.Q.
E.A.
1.0

Site Subtotal:

FS Road 20S03 Fox Farm MP 4.04 Repair Work Items:

ERFO Funded

151(01M)
Mobilization
L.S.Q.
L.S.
1.0
204(01M)
Slope Failure Repair
A.Q.
C.Y.
524.0
251(02M)
Armor Rolling Dip w/ 3" Rock
A.Q.
Ton
2.0
301(01M)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
16.0
303(01M)
Recondition Ditch
A.Q.
L.F.
200.0

ERFO Funded Site Subtotal:

FS Road 22S05 Sherman Pass, MP 0.7-0.9 Repair Work Items:

151(01B)
Mobilization
L.S.Q.
L.S.
1.0
204(01B)
Slope Failure Repair
A.Q.
C.Y.
144.0
301(01B)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
11.2
303(01B)
Recondition Ditch
A.Q.
L.F.
400.0
418(02B)
Asphalt Concrete Pavement Patching, Full Depth Patch Type 2 (FDP-2) w/ Hot Asphalt Concrete Mixture 3/4" Asphalt. Type 1 Caltrans Approved Mix Design
A.Q.
Ton
12.1
606(01B)
Remove & Dispose Existing Overside Drain. Furnish & Instal New 12" Type 2 Spillway Inlet Assembly 12 ga w/ Rectangler Corrugated 12" 16 ga Flume, Flex Neck 16 ga, Anchor Stakes & Riprap, Complete Installation
A.Q.
E.A.
2.0
607(01B)
Clean & Flush 18" dia Culvert
A.Q.
E.A.
1.0

Site Subtotal:

Pay Item Number
Item Description
Method of Measure
Unit
Quantity
Unit Price
Item Cost

FS Road 22S05 Sherman Pass, MP 2.6 Repair Work Items:

151(01C)
Mobilization
L.S.Q.
L.S.
1.0
156(01C)
Traffic Control
L.S.Q.
L.S.
1.0
204(01C)
Slope Failure Repair
A.Q.
C.Y.
197.0
204(02C)
Remove Slide Debris & Reestablish Ditch for 600'
A.Q.
C.Y.
95.0
301(01C)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
3.3
418(02C)
Asphalt Concrete Pavement Patching, Full Depth Type 2 (FDP-2) w/ Hot Asphalt Concrete Mixture 3/4" Asphalt Type 1 Caltrans Approved Mix Design
A.Q.
Ton
3.6
607(03C)
Reinstall Existing 24" dia Culvert Half Round Downdrain w/ New Stakes
A.Q.
E.A.
1.0

Site Subtotal:

FS Road 22S05 Sherman Pass, MP 1.4 Repair Work Items:

151(01L)
Mobilization
L.S.Q.
L.S.
1.0
156(01L)
Traffic Control
L.S.Q.
L.S.
1.0
204(01L)
Slope Failure Repair
A.Q.
C.Y.
133.0
251(01L)
Protection
A.Q.
C.Y.
28.0
301(01L)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
21.0
418(02L)
Asphalt Concrete Pavement Patching, Full Depth Patch Type 2 (FDP-2) w/ Hot Asphalt Concrete Mixture 3/4" Asphalt Type 1 Caltrans Approved Mix
A.Q.
Ton
22.0
607(02L)
Excavate & Relay 60" dia CMP
A.Q.
L.F.
75.0
607(03L)
Reinstall 60" Dia Down Drain w/ New Anchor Stakes
A.Q.
L.F.
45.0

Site Subtotal:

FS Road 23S05 Capinero, MP 0.194 Repair Work Items:

151(01E)
Mobilization
L.S.Q.
L.S.
1.0
301(01E)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
22.0

Site Subtotal:

Pay Item Number
Item Description
Method of Measure
Unit
Quantity
Unit Price
Item Cost

FS Road 23S05 Capinero, MP 2.36-2.38 Repair Work Items:

151(01G)
Mobilization
L.S.Q.
L.S.
1.0
301(01G)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
11.3

Site Subtotal:

FS Road 23S05 Capinero, MP 3.67 Repair Work Items:

151(01H)
Mobilization
L.S.Q.
L.S.
1.0
204(01H)
Slope Failure Repair
A.Q.
C.Y.
148.0
301(01H)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
23.0

Site Subtotal:

FS Road 23S05 Capinero, MP 5.48 Repair Work Items:

151(01I)
Mobilization
L.S.Q.
L.S.
1.0
301(01I)
Aggregate Base, Grading 3/4" Max, Type Caltrans Class 2 Base
A.Q.
Ton
31.0
607(01I)
Clean & Flush 24" dia Culvert
A.Q.
E.A.
1.0

Site Subtotal:

FS Road 24S05 Jack Ranch, MP 0.25 Repair Work Items:

151(01J)
Mobilization
L.S.Q.
L.S.
1.0
204(03J)
Earthwork to Complete Permanent Repairs (see contract drawings)
L.S.Q.
L.S.
1.0

Site Subtotal:

Complete project total:
$

SCHEDULE NOTES

* QUANITIES ARE ESTIMATED, CONTRACTOR SHALL FIELD VERIFY TO SATISFY ALL REQUIREMENTS OF THE DRAWINGS, STATEMENT OF WORK, AND SPECIFICATIONS.

* All quantities in the bid schedule are contract quantities. Refer to FP-14 for authorizing adjustments to contract quantities. Payment will be made on actual work performed as described in FP-14 unless otherwise noted.

* One award will be made from this solicitation, contractors must submit pricing for all items.

* Bid Bond/Guarantee. REQUIRED for proposals exceeding $150,000.00 IAW FAR 52.228-1 Bid Guarantee. Payment for bond premiums shall not be in addition to the contract price. Include bond payments under Mobilization.

* Refer to Specification for Maintenance of Roads for authorizing adjustments to contract quantities. Payment will be made on actual work performed as described in Specifications.

The contractor shall complete the table below and include the information with their quote.

Company Name:

Company Address:

UEI Number:

POC Name and Title:

Phone Number:

Email:

Tax ID:

File details come from the government source that posted it. Updated .