A1 2024.08.22_ScheduleOfItems.xlsx

XLSX spreadsheet 48 KB Posted Aug 22, 2024

Attached to: 127EAX24Q0045 – Granite Basin & Mingus Mountain Road NFSR 374 & 104
Solicitation number: 127EAX24Q0045
Issued by: Department of Agriculture Forest Service R3-Southwestern Region

About this file

Written by GovTribe AI · Aug 22, 2024

This document contains a Schedule of Items (SOI) and related information for a federal contract opportunity for road and drainage improvements on National Forest Service Roads (NFSR) 374 and 104 in the Prescott National Forest.

The SOI details the base bid and optional line items for the project, which includes repairs and improvements to NFSR 374 (Granite Basin Road) and NFSR 104 (Mingus Mountain Road). The work on NFSR 374 involves slurry sealing, curb repairs, erosion control, and parking lot repairs at the Playa Day Use and Wekuvde Picnic Site areas, as well as full-depth asphalt reclamation, new aggregate base, repaving, and restriping on the main road. On NFSR 104, the work focuses on drainage improvements through the installation and replacement of culverts, ditch repairs, and road base and asphalt repairs.

The related federal contract opportunity is Solicitation Number 127EAX24Q0045, a Firm Fixed-Price construction contract with a Lowest Price/Technically Acceptable award basis. This is a 100% Small Business Set-Aside with an estimated project value between $1,000,000 and $5,000,000. A site visit has been scheduled for August 14, 2024, and the deadline for offer submissions is September 12, 2024 at 1:00 pm PT.

View the file

Other files

File	Type	Posted
B08 127EAX23Q0045 Granite Basin and Mingus Mnt. Road NFSR 374 and 104 Notice of Award - Earth Resources Corp. revised.pdf	PDF	Sep 19, 2024
A1_AttachmentB_NFSR374_ConstructionDrawings_240822e.pdf	PDF	Aug 22, 2024
A1_AttachmentB_NFSR374_ConstructionDrawings_240822d.pdf	PDF	Aug 22, 2024
A1_AttachmentB_NFSR374_ConstructionDrawings_240822c.pdf	PDF	Aug 22, 2024
A1 AttachmentD_PrescottFirePlan.pdf	PDF	Aug 22, 2024
A1_AttachmentA_NFSR104_ConstructionDrawings_240821b.pdf	PDF	Aug 22, 2024
A1_AttachmentA_NFSR104_ConstructionDrawings_240821e.pdf	PDF	Aug 22, 2024
A1_AttachmentB_NFSR374_ConstructionDrawings_240822b.pdf	PDF	Aug 22, 2024
A1_AttachmentA_NFSR104_ConstructionDrawings_240821c.pdf	PDF	Aug 22, 2024
A1_AttachmentB_NFSR374_ConstructionDrawings_240822a.pdf	PDF	Aug 22, 2024
A1_AttachmentA_NFSR104_ConstructionDrawings_240821d.pdf	PDF	Aug 22, 2024
A1_AttachmentA_NFSR104_ConstructionDrawings_240821a.pdf	PDF	Aug 22, 2024
A1 2024.08.14_SignInSheet.pdf	PDF	Aug 22, 2024
A1 AttachmentC_SpecificationPackage.pdf	PDF	Aug 22, 2024
A1 2024.08.22_StatementOfWork.pdf	PDF	Aug 22, 2024
A1 127EAX24Q0045 - Amendment I.pdf	PDF	Aug 22, 2024
127EAX24Q0045 - Granite Basin and Mingus Mountain Road NFSR 374 and 104 - Solicitation.pdf	PDF	Jul 31, 2024
Statement of Work rev 07.16.2024.pdf	PDF	Jul 31, 2024
Statement of Work Attachment A2.pdf	PDF	Jul 31, 2024
Statement of Work Attachment B.pdf	PDF	Jul 31, 2024
Statement of Work Attachment D.pdf	PDF	Jul 31, 2024
2024.07.01_ScheduleOfItems.xlsx	XLSX spreadsheet	Jul 31, 2024
Statement of Work Attachment C.pdf	PDF	Jul 31, 2024
General Decision Number AZ02240008 1.19.2024.docx	DOCX document	Jul 31, 2024
BioPreferred.pdf	PDF	Jul 31, 2024
Statement of Work Attachment A1.pdf	PDF	Jul 31, 2024

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SOI-NFSR374

SCHEDULE OF ITEMS
Project:	NFSR 374 Improvements	Region:	Southwestern Region 3
Forest:	Prescott National Forest	District:	Bradshaw Ranger District

Base Bid Line Items
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

PLAYA DAY USE
151 (01)	Mobilization and Bonding (Covers all NFSR 374 work)	LSQ	1	LS	$	$
203 (01)	Existing Sign Removal	LSQ	1	LS	$	$
203 (02)	Damaged Curb and Stair Removal	LSQ	1	LS	$	$
204 (01)	Curb Erosion Control, Select Borrow	EQ	10	LCY	$	$
251 (01)	Curb Erosion Control, Riprap, Class 1	EQ	45	LCY	$	$
301 (01)	Aggregate Base, Veg. Island	EQ	3	LCY	$	$
301 (02)	Aggregate Base, Trail Repair Areas	EQ	7	LCY	$	$
410 (01)	Slurry Seal	EQ	1632	SY	$	$
414 (01)	Crack Sealing, 1"-2" Wide	LSQ	1	LS	$	$
418 (01)	Asphalt Patch, Damaged Curb Section	LSQ	1	LS	$	$
418 (02)	Asphalt Patch, Veg. Island	LSQ	1	LS	$	$
609 (01)	Replace Curb	EQ	100	LF	$	$
609 (02)	Remove and Re-Insall Wheel Stops	AQ	16	EA	$	$
634 (01)	Pavement Markings and Striping, Type B	LSQ	1	LS	$	$
718 (01)	Sign and Post, by Location	AQ	4	EA	$	$
PLAYA DAY USE BID TOTAL						$
WEKUVDE PICNIC SITE
203 (01)	Existing Sign Removal	LSQ	1	LS	$	$
301 (01)	Aggregate Base, Parking Area	EQ	372	LCY	$	$
301 (02)	ABC, Spread, Grade, and Compact	EQ	2523	SY	$	$
301 (03)	Sampling and Testing	LSQ	1	LS	$	$
304 (01)	Full Depth Reclamation (FDR), Parking Area	EQ	2523	SY	$	$
304 (02)	FDR, Grading and Reshaping, Parking Area	EQ	2523	SY	$	$
304 (03)	FDR, Compaction, Method 2, Parking Area	EQ	2523	SY	$	$
403 (01)	Asphalt, 1/2" ADOT 416, PG 64-22, Parking Area	EQ	455	TN	$	$
403 (02)	Asphalt, 1/2" ADOT 416, PG 64-22, Foot Paths	EQ	9	TN	$	$
403 (03)	Sampling and Testing	LSQ	1	LS	$	$
413 (01)	Asphalt Milling, Foot Paths	EQ	50	SY	$	$
609 (01)	Remove and Re-Insall Wheel Stop	AQ	11	EA	$	$
609 (02)	New Wheel Stop, Composite	AQ	7	EA	$	$
634 (01)	Pavement Markings and Striping, Type B	LSQ	1	LS	$	$
718 (01)	Sign And Post, Accessible, with Plaque	AQ	1	EA	$	$
WEKUVDE PICNIC SITE BID TOTAL						$
NFSR 374 (600 LF)
156 (01)	Temporary Traffic Control	LSQ	1	LS	$	$
301 (01)	Aggregate Base	EQ	212	LCY	$	$
301 (02)	ABC, Spread, Grade, and Compact	EQ	1470	SY	$	$
301 (03)	Sampling and Testing	LSQ	1	LS	$	$
304 (01)	Full Depth Reclamation (FDR)	EQ	1470	SY	$	$
304 (02)	FDR, Grading and Reshaping	EQ	1470	SY	$	$
304 (03)	FDR, Compaction, Method 2	EQ	1470	SY	$	$
403 (01)	Asphalt, 3/4" ADOT 416, PG 64-22	EQ	264	TN	$	$
403 (02)	Sampling and Testing	LSQ	1	LS	$	$
604 (01)	Valve Cover Riser, with 24" Radius Concrete	AQ	3	EA	$	$
634 (01)	Pavement Markings and Striping, Type B	LSQ	1	LS	$	$
NFSR 374 BID TOTAL						$
Base Bid Line Items (CONTINUED)
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

FEE LANE
152 (01)	Construction Survey and Staking	LSQ	1	LS	$	$
201 (01)	Clearing and Grubbing	EQ	400	SY	$	$
204 (01)	Excavation	EQ	91	LCY	$	$
204 (02)	Embankment, Road Subgrade Grading and Compaction	EQ	371	SY	$	$
204 (03)	Embankment, Ditch Island, Regrading	LSQ	1	LS	$	$
204 (04)	Embankment, Road Subgrade Sampling and Testing	LSQ	1	LS	$	$
301 (01)	Aggregate Base	EQ	81	LCY	$	$
301 (02)	Aggregate Base, Spreading and Compaction	EQ	371	SY	$	$
301 (03)	Sampling and Testing	LSQ	1	LS	$	$
403 (01)	Asphalt, 3/4" ADOT 416, PG 64-22	EQ	67	TN	$	$
403 (02)	Sampling and Testing	LSQ	1	LS	$	$
602 (01)	Culvert, CMP, 18", Full Install, Riprap	LSQ	1	LS	$	$
615 (01)	Fee Station, Concrete Pad	LSQ	1	LS	$	$
619 (01)	Bollards, w/ Footing	AQ	2	EA	$	$
634 (01)	Pavement Markings and Striping	LSQ	1	LS	$	$
636 (01)	Fee Station and Concrete Pad	LSQ	1	LS	$	$
718 (01)	New Signs and Posts, by Location	AQ	7	EA	$	$
FEE LANE BID TOTAL						$
Option Bid Line Items
Item Number	CLIN Description	Method of Measure	Esitmated Quantity	Pay Unit	Unit Price	Total Cost

GEOTEXTILE FABRIC, FOR SOFT SPOTS
207 (01)	Geoxtile Type 2, 1 Roll, 341 SY, Furnished and Installed	LSQ	1	LS	$	$
DRAINAGE CROSSING 1
204 (01)	Embankment, Bank Shaping / Regrading	LSQ	1	LS	$	$
204 (02)	Embankment, Native Fill, Backfill	EQ	4	CY	$	$
251 (01)	Embankment, Riprap, Class 1, Slope Protection	EQ	20	CY	$	$
251 (02)	Embankment, Riprap, Class 3, Jersey Barrier	EQ	8	CY	$	$
618 (01)	Jersey Barrier, Delivery and Install	LSQ	1	LS	$	$
DRAINAGE CROSSING 1 OPTION TOTAL						$
DRAINAGE CROSSING 2
204 (01)	Embankment, Bank Shaping / Regrading	LSQ	1	LS	$	$
251 (01)	Embankment, Riprap, Class 1, Slope Protection	EQ	10	CY	$	$
251 (02)	Embankment, Riprap, Class 3, Jersey Barrier	EQ	6	CY	$	$
251 (03)	Embedded Riprap, Class 1	EQ	3	CY	$	$
614 (01)	Lean Concrete Backfill	EQ	6	CY	$	$
618 (01)	Jersey Barrier, Delivery and Install	LSQ	1	LS	$	$
DRAINAGE CROSSING 2 OPTION TOTAL						$
NFSR 374 (TO BE AWARDED IN 100 LF INCREMEMBENTS)
156 (01)	Temporary Traffic Control	LSQ	1	LS	$	$
301 (01)	Aggregate Base	EQ	53	LCY	$	$
301 (02)	ABC, Spread, Grade, and Compact	EQ	245	SY	$	$
301 (03)	Sampling and Testing	LSQ	1	LS	$	$
304 (01)	Full Depth Reclamation (FDR)	EQ	245	SY	$	$
304 (02)	FDR, Grading and Reshaping	EQ	245	SY	$	$
304 (03)	FDR, Compaction, Method 2	EQ	245	SY	$	$
403 (01)	Asphalt, 3/4" ADOT 416, PG 64-22	EQ	44	TN	$	$
403 (03)	Sampling and Testing	LSQ	1	LS	$	$
634 (01)	Pavement Markings and Striping, Type B	LSQ	1	LS	$	$
NFSR 374 (PER 100 LF) OPTION TOTAL						$

SOI-NFSR104_FLTP

SCHEDULE OF ITEMS
Project:	NFSR 104 DRAINAGE IMPROVEMENTS	Region:	Southwestern Region 3
Forest:	Prescott National Forest	District:	Verde Ranger District

Base Bid Line Items
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

SITE 1.1, STA. 8+00, NEW CULVERT, 24", 40'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	22	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 40'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 1.1 BASE BID TOTAL						$
SITE 6.1, STA. 29+00, NEW CULVERT, 24", 65'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	36	CY	$	$
209 (02)	PIPE BEDDING	EQ	3	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 65'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 6.1 BASE BID TOTAL						$
SITE 7.1, STA. 35+25, NEW CULVERT, 24", 40'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	36	CY	$	$
209 (02)	PIPE BEDDING	EQ	3	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 65'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 7.1 BASE BID TOTAL						$
SITE DR1, STA. 41+33, NEW CULVERT, 24", 40'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	22	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 40'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE DR1 BASE BID TOTAL						$

Base Bid Line Items (CONTINUED)
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

SITE 8.1, STA. 44+00, NEW CULVERT, 24", 40'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	22	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24". 40'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 8.1 BASE BID TOTAL						$
SITE 11, STA. 52+62, REPLACE CULVERTS, 36", 70'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	181	CY	$	$
209 (02)	PIPE BEDDING	EQ	12	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	3	CY	$	$
301 (01)	AGGREGATE BASE	EQ	7	LCY	$	$
401 (01)	ASPHALT	EQ	5	TON	$	$
602 (01)	CULVERT, CMP, 36", 70'	AQ	2	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 11 BASE BID TOTAL						$
SITE 12, STA. 56+95, REPLACE CULVERT, 24", 55'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	31	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 55'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 12 BASE BID TOTAL						$
SITE 12.1, STA. 59+74, NEW CULVERT, 30", 60'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	44	CY	$	$
209 (02)	PIPE BEDDING	EQ	4	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	2	TON	$	$
602 (01)	CULVERT, CMP, 30", 60'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 12.1 BASE BID TOTAL						$

Base Bid Line Items (CONTINUED)
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

SITE 12.2, STA. 62+49, NEW CULVERT, 24", 45'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	25	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.6	TON	$	$
602 (01)	CULVERT, CMP, 24", 45'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 12.2 BASE BID TOTAL						$
SITE 13.1, STA. 67+49, NEW CULVERT, 24", 55'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	31	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 55'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 13.1 BASE BID TOTAL						$
SITE 14.1, STA. 73+99, NEW CULVERT, 24", 40'
204 (01)	DITCH BLOCK, DITCH RELIEF	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	22	CY	$	$
209 (02)	PIPE BEDDING	EQ	2	LCY	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	EQ	1	CY	$	$
301 (01)	AGGREGATE BASE	EQ	2	LCY	$	$
401 (01)	ASPHALT	EQ	1.4	TON	$	$
602 (01)	CULVERT, CMP, 24", 40'	AQ	1	EA	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 14.1 BASE BID TOTAL						$

Base Bid Line Items (CONTINUED)
Item Number	CLIN Description	Method of Measure	Esitmated Quantity	Pay Unit	Unit Price	Total Cost

SITE 9, OPTION STA. 46+54, ARCH CULVERT, 63'-3", PURCHASE & DELIVERY
602 (01)	SOIL REPORT, BEARING CAPACITY	LSQ	1	LS	$	$
602 (02)	SHOPS DRAWINGS, ARCH CULVERT	LSQ	1	LS	$	$
602 (03)	ARCH CULVERT AND HEADWALLS	LSQ	1	LS	$	$
602 (04)	DELIVERY, TO JOBSITE	LSQ	1	LS	$	$
SITE 9, PURCHASE AND DELIVERY, BASE BID TOTAL						$
SITE 9, STA. 46+54, ARCH CULVERT, 60',
204 (01)	CHANNEL CLEANING, RESHAPING	LSQ	1	LS	$	$
209 (01)	STRUCTURE EXCAVATION	EQ	253	CY	$	$
209 (02)	STRUCTURE FOUNDATION	LSQ	1	LS	$	$
209 (03)	STRUCTURE BACKFILL	LSQ	1	LS	$	$
209 (04)	SAMPLING AND TESTING	LSQ	1	LS	$	$
251 (01)	RIPRAP, CLASS 1, OUTLET PROTECTION	AQ	10	CY	$	$
251 (02)	RIPRAP, CLASS 1, CHANNEL SLOPE	EQ	10	CY	$	$
301 (01)	AGGREGATE BASE	EQ	9	LCY	$	$
401 (01)	ASPHALT	EQ	6	TON	$	$
401 (02)	SAMPLING AND TESTING	LSQ	1	LS	$	$
602 (01)	CULVERT / FOUNDATION COMPLETE INSTALL	LSQ	1	LS	$	$
634 (01)	PERMANENT PAVEMENT MARKING	LSQ	1	LS	$	$
SITE 9, INSTALLATION, BASE BID TOTAL						$
Option Bid Line Items
Item Number	CLIN Description	Method of Measure	Esitmated Quantity	Pay Unit	Unit Price	Total Cost

OPTION SIGN AND OBJECT MARKER INSTALLATION
718 (01)	SIGN POST, U-CHANNEL, INSTALLTION HARDWARE, ETC.	AQ	1	EA	$	$-------------------------
718 (02)	SIGN, OBJECT MARKER, OM2-2V	AQ	1	EA	$	$-------------------------
718 (03)	SIGN POST AND OBJECT MARKER (2), INSTALL ONLY	AQ	1	EA	$	$-------------------------
OPTION ROCK EXCAVATION, FOR CULVERTS, NON-BLASTING (HAMMERING), AS NEEDED
209 (1)	ROCK EXCAVATION	AQ	1	CY	$	$-------------------------

SOI-NFSR104_ERFO

SCHEDULE OF ITEMS
Project:	NFSR 104 EMERGENCY ROAD REPAIRS	Region:	Southwestern Region 3
Forest:	Prescott National Forest	District:	Verde Ranger District

Base Bid Line Items
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

ROAD, DITCH, AND OUTLET REPAIRS
151 (01)	MOBILIZATION	LSQ	1	LS	$	$
156 (01)	TEMPORARY TRAFFIC CONTROL	LSQ	1	LS	$	$
SITES 1, 2, 3, 4, 5, 6, 7, 8, 10, 13, 14 DITCH BLOCK AND DITCH RELIEF REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH BLOCK FACE	AQ	11	CY	$	$
303 (01)	DITCH BLOCK, REPAIR AND RESHAPE	AQ	11	EA	$	$
303 (02)	DITCH RELIEF, REPIAR AND RESHAPE	LSQ	1	LS	$	$
SITE 3, STA. 17+35, OUTLET EROSION REPAIR
204 (01)	UNCLASSIFIED BORROW	AQ	20	CY	$	$
251 (01)	RIPRAP, CLASS 2, OUTLET PROTECTION	AQ	20	CY	$	$
SITE 4, STA. 20+90, OUTLET EROSION REPAIR
204 (01)	UNCLASSIFIED BORROW	AQ	20	CY	$	$
251 (01)	RIPRAP, CLASS 2, OUTLET PROTECTION	AQ	20	CY	$	$
SITE D1	STA. 5+45 TO STA. 6+80, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	15	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	135	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	4	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	6	TN	$	$
SITE D2	STA. 12+30 TO STA. 13+40, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	12	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	110	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	4	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	5	TN	$	$
SITE D3	STA. 19+60 TO STA. 20+45, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	10	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	85	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	3	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	4	TN	$	$
SITE D4	STA. 21+00 TO STA. 21+75, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	8	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	75	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	3	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	3	TN	$	$
SITE D5	STA. 30+70 TO STA. 31+40, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	8	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	70	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	3	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	3	TN	$	$

Base Bid Line Items (CONTINUED)
Item Number	Schedule of Item Desciption	Method of Measure	Estimated Quantity	Pay Unit	Unit Price	Total Cost

SITE D6	STA. 32+00 TO STA. 32+20, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	2	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	20	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	1	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	1	TN	$	$
SITE D7	STA. 32+80 TO STA. 34+60, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	20	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	180	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	7	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	7	TN	$	$
SITE D8	STA. 35+20 TO STA. 38+20, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	33	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	300	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	11	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	12	TN	$	$
SITE D9	STA. 42+30 TO STA. 43+30, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	11	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	100	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	4	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	4	TN	$	$
SITE D10	STA. 50+00 TO STA. 51+72, ROAD AND DITCH REPAIRS
251 (01)	RIPRAP, CLASS 1, DITCH ARMORING	EQ	19	CY	$	$
303 (01)	DITCH CLEANING, RECONDITIONING	EQ	172	LF	$	$
303 (02)	ROAD BASE, SHOULDER	EQ	6	LCY	$	$
418 (01)	ASPHALT PATCH AND SAFETY EDGE	EQ	7	TN	$	$
SITE D11	STA. 55+75, ASPHALT REPAIR AND PATCH
418 (01)	ASPHALT PATCH	EQ	1	TN	$	$
ROAD, DITCH, AND OUTLET REPAIRS BASE BID TOTAL						$

Lists

Method Of Measure		Pay Unit
AQ	Actual Quantity	AC	Acre
EQ	Estimated Quantity	CF	Cubic Feet
LSQ	Lump Sum Quantity	CY	Cubic Yard
		DY	Day
		EA	Each
		GL	Gallon
		HR	Hour
		LB	Pound
		LF	Linear Foot
		LS	Lump Sum
		LCY	Loose Cubic Yards
		MI	Mile
		MO	Month
		SF	Square Feet
		SY	Square Yard
		TN	Ton
		YD	Yard

File details come from the government source that posted it. Updated Aug 22, 2024.