Statement of Work rev 07.16.2024.pdf

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SOUTHWEST REGION 03

PRESCOTT NATIONAL FOREST

NFSR 104

Repairs and Drainage Improvements

NFSR 374

Improvements

STATEMENT OF WORK

U.S. FOREST SERVICE

rev. 07/16/2024

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TABLE OF CONTENTS

1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

1.2 PROJECT LOCATION

1.3 PERFORMANCE PERIOD

1.4 POINTS OF CONTACT

2.0 PROJECT SCOPE

2.1 SCOPE

2.2 SCOPE ATTACHMENTS

3.0 SCHEDULE OF ITEMS

3.1 ABBREVIATIONS

3.2. DEFINITIONS

3.3 SCHEDULE OF ITEMS

ATTACHMENT A – Construction Drawings, NFSR 104 Repairs and Drainage Improvements ... 15

ATTACHMENT B – Construction Drawings, NFSR 374 Improvements

ATTACHMENT C – Specifications and Submittal Register

ATTACHMENT D – Prescott National Forest Industrial Fire Precautions Plan Guidelines

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1.0 GENERAL INFORMATION

1.1 WORK SUMMARY

National Forest Service Road (NFSR) 104 (“Mingus Mountain Road”) was paved in 2021. During heavy spring runoff events in 2022 and 2023, road edging and ditches were compromised.

Culverts were damaged and plugged. The project adds culverts, reconditions and repairs ditches, replaces paved road edges, and installs erosion protection measures along the 1.5-mile steep stretch of road.

NFSR 374 (“Granite Basin Road”) and the Granite Basin Recreation Area is one of the most popular forest recreation areas. It leads to Granite Basin Lake, at the base of Granite Mountain.

Specifically, Playa Day Use requires slurry seal and restriping, as well as other related work such as curb repair, erosion control, and parking lot repairs. Wekuvde Picnic Site requires full-depth asphalt reclamation, new aggregate base, repaving, and restriping. The work continues in the same area, with the main road requiring full-depth asphalt reclamation, reshaping, aggregate base placement, repaving, and restriping. Lastly, a new fee lane will be constructed near the Cayuse Equestrian recreation site. Option work includes the repairs of two (2) concrete drainage crossings.

Both projects will require temporary traffic control, with requirements noted on the construction drawings.

1.2 PROJECT LOCATION

NFSR 104 Repairs and Drainage Improvements From the Bradshaw Ranger District (344 S. Cortez St., Prescott, AZ 86303), take E. Gurley Street 1.5 miles to AZ-89N. Turn right onto AZ-89A and follow 25.5 miles. Mingus Summit Rest Area / Picnic Site is on the east side of the highway. NFSR 104 begins here.

NFSR 374 Improvements From the Bradshaw Ranger District, head west on W. Aubrey Street toward S.

Montezuma Street for 400 feet. Turn right onto Montezuma Street and continue 1.4 miles. Montezuma Street then turns to Whipple Street for 0.7 miles, then changes to Iron Springs Road. Stay on Iron Springs Road for 2.3 miles, then turn right onto Granite Basin Road (NFSR 374). The project begins at Playa Picnic Site, approximately 3.6 miles down from the Iron Springs Road and Granite Basin Road intersection.

1.3 PERFORMANCE PERIOD

The performance period is three hundred sixty-five (365) calendar days upon issuance of Notice to Proceed. At the NFSR 104, construction is restricted to September 1st, – March 31st due to Mexican Spotted Owl (MSO) territories. There are no timing restrictions for

NFSR 374.

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1.4 POINTS OF CONTACT

Contracting Officer:

Michelle Bahr, Contracting Specialist Michelle.bahr@usda.gov

Contracting Officer’s Representative:

Richard Polanco, Civil Engineer Richard.polanco@usda.gov 928-853-8285

Forest Contact:

Ryan Nicholson, Forest Engineer Ryan.nicholson2@usda.gov 928-495-6861

Forest Alternative Contact Jim Cloughessy, Engineer James.cloughessy@usda.gov 928-499-8850

2.0 PROJECT SCOPE

2.1 SCOPE

The Contractor shall furnish all supervision, materials, equipment and vehicles, tools, parts, labor, transportation, lodging, and miscellaneous items to construct drainage improvements at NFSR 104, and complete road improvements at NFSR 374, in accordance with the drawings, specifications, and other attachments referenced and contained herein.

No changes to the specifications, terms, or conditions of this statement of work shall be made without the prior approval of the Contracting Officer, in writing.

2.2 SCOPE ATTACHMENTS

Attachment A – Construction Drawings, NFSR 104 Repairs and Drainage Improvements (36 sheets) Attachment B – Construction Drawings, NFSR 374 Improvements (30 sheets) Attachment C – Specifications and Submittal Register (39 Pages) Attachment D – Prescott National Forest Industrial Fire Precautions Plan Guidelines (4 pages) mailto:Michelle.bahr@usda.gov mailto:Richard.polanco@usda.gov mailto:Ryan.nicholson2@usda.gov mailto:James.cloughessy@usda.gov

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3.0 SCHEDULE OF ITEMS

The following descriptions summarize the work for the Schedule of Items (SOI) listed below. They are not intended to be all-inclusive of the work needed to perform each item. Such work shall be considered incidental to the task and be included in the final costs to perform the work necessary.

3.1 ABBREVIATIONS

Method of Measurement (MoM) Pay Units

AQ Actual Quantity CY Cubic Yards (In Place) EQ Estimated Quantity EA Each LSQ Lump Sum Quantity LCY Cubic Yards (Loose)

LF Linear Feet LS Lump Sum SF Square Feet SY Square Yards TN Tons

3.2. DEFINITIONS

Actual (Contract) Quantity The quantity to be paid is the quantity listed in the bid schedule. The contract quantity will be adjusted for authorized changes that affect the quantity or for errors made in computing this quantity. If there is evidence that a quantity specified as a contract quantity is incorrect, submit calculations, drawings, or other evidence indicating why the quantity is in error and request in writing that the quantity be adjusted.

Estimated (Design) Quantity Per FAR 52.211-18 Variation in Estimated Quantity If the quantity of a unit-priced item in this contract is an estimated quantity and the actual quantity of the unit-priced item varies more than 15 percent above or below the estimated quantity, an equitable adjustment in the contract price shall be made upon demand of either party. The equitable adjustment shall be based upon any increase or decrease in costs due solely to the variation above 115 percent or below 85 percent of the estimated quantity. If the quantity variation is such as to cause an increase in the time necessary for completion, the Contractor may request, in writing, an extension of time, to be received by the Contracting Officer within 10 days from the beginning of the delay, or within such further period as may be granted by the Contracting Officer before the date of final settlement of the contract. Upon the receipt of a written request for an extension, the Contracting Officer shall ascertain the facts and make an adjustment for extending the completion date as, in the judgement of the Contracting Officer, is justified.

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Lump Sum Quantity The bid amount is complete payment for all work described in the contract and necessary to complete the work for that pay item. The quantity is designated as "All". Estimated quantities of lump sum work shown in the contract are approximate.

3.3 SCHEDULE OF ITEMS

See attached pages.

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

Base Bid Line Items

151 (01) MOBILIZATION LSQ 1 LS $

156 (01) TEMPORARY TRAFFIC CONTROL LSQ 1 LS $

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 $

204 (01) UNCLASSIFIED BORROW AQ 20 CY $

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION AQ 20 CY $

204 (01) UNCLASSIFIED BORROW AQ 20 CY $

251 (01) RIPRAP, CLASS 2, OUTLET PROTECTION AQ 20 CY $

SITE D1

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

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

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

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

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 $

SITE 4, STA. 20+90, OUTLET EROSION REPAIR

STA. 30+70 TO STA. 31+40, ROAD AND DITCH REPAIRS

STA. 21+00 TO STA. 21+75, ROAD AND DITCH REPAIRS

ROAD, DITCH, AND OUTLET REPAIRS

SITES 1, 2, 3, 4, 5, 6, 7, 8, 10, 13, 14 DITCH BLOCK AND DITCH RELIEF REPAIRS

SCHEDULE OF ITEMS

Item Number

Schedule of Item Desciption Method of Measure

Estimated Quantity

Pay Unit

Unit Price Total Cost

SITE 3, STA. 17+35, OUTLET EROSION REPAIR

STA. 5+45 TO STA. 6+80, ROAD AND DITCH REPAIRS

STA. 12+30 TO STA. 13+40, ROAD AND DITCH REPAIRS

STA. 19+60 TO STA. 20+45, ROAD AND DITCH REPAIRS

Base Bid Line Items (CONTINUED)

SITE D6

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

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

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

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

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

418 (01) ASPHALT PATCH EQ 1 TN $ $

Item Number

Schedule of Item Desciption Method of Measure

Estimated Quantity

Pay Unit

Unit Price Total Cost

STA. 50+00 TO STA. 51+72, ROAD AND DITCH REPAIRS

STA. 55+75, ASPHALT REPAIR AND PATCH

STA. 42+30 TO STA. 43+30, ROAD AND DITCH REPAIRS

STA. 35+20 TO STA. 38+20, ROAD AND DITCH REPAIRS

STA. 32+80 TO STA. 34+60, ROAD AND DITCH REPAIRS

STA. 32+00 TO STA. 32+20, ROAD AND DITCH REPAIRS

ROAD, DITCH, AND OUTLET REPAIRS BASE BID TOTAL $

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

Base Bid Line Items

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) ON 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 $

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 $

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 $

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 $

SITE 7.1 BASE BID TOTAL $

SITE DR1, STA. 41+33, NEW CULVERT, 24", 40'

SITE 6.1, STA. 29+00, NEW CULVERT, 24", 65'

$SITE 6.1 BASE BID TOTAL

SITE 7.1, STA. 35+25, NEW CULVERT, 24", 40'

SITE 1.1, STA. 8+00, NEW CULVERT, 24", 40'

SCHEDULE OF ITEMS

Item Number

Schedule of Item Desciption Method of Measure

Estimated Quantity

Pay Unit

Unit Price Total Cost

SITE 1.1 BASE BID TOTAL $

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 $

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 $

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 $

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 $

SITE 8.1, STA. 44+00, NEW CULVERT, 24", 40'

SITE 12.1, STA. 59+74, NEW CULVERT, 30", 60'

SITE 11 BASE BID TOTAL

SITE 11, STA. 52+62, REPLACE CULVERTS, 36", 70'

Schedule of Item Desciption Method of Measure

Estimated Quantity

Pay Unit

Unit Price Total Cost Item

Number

SITE 12 BASE BID TOTAL $

SITE 12, STA. 56+95, REPLACE CULVERT, 24", 55'

SITE 8.1 BASE BID TOTAL $

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 $

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 $

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 13.1 BASE BID TOTAL $

SITE 13.1, STA. 67+49, NEW CULVERT, 24", 55'

SITE 12.2, STA. 62+49, NEW CULVERT, 24", 45'

Method of Measure

Estimated Quantity

Pay Unit

SITE 14.1, STA. 73+99, NEW CULVERT, 24", 40'

Unit Price Total Cost

SITE 14.1 BASE BID TOTAL $

Item Number

Schedule of Item Desciption

SITE 12.2 BASE BID TOTAL

Option Bid Line Items

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 $

209 (1) ROCK EXCAVATION AQ 1 CY $

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 OR WILLOW WORK CENTER LSQ 1 LS $

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, **OPTION** STA. 46+54, ARCH CULVERT, 63'‐3", PURCHASE / DELIVERY ONLY, TO WILLOW WORK CENTER OR PROJECT SITE

Item Number

CLIN Description Method of Measure

Esitmated Quantity

Pay Unit

Unit Price

**OPTION** ROCK EXCAVATION, FOR CULVERTS, NON‐BLASTING (HAMMERING), AS NEEDED

SITE 9, **OPTION** STA. 46+54, ARCH CULVERT, 60', INSTALL ONLY

SITE 9, INSTALLATION, OPTION BID TOTAL $

SITE 9, PURCHASE AND DELIVERY, OPTION BID TOTAL $

**OPTION** SIGN AND OBJECT MARKER INSTALLATION

Total Cost

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

Base Bid Line Items

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 $

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 $

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 AQ 3 EA $

634 (01) Pavement Markings and Striping, Type B LSQ 1 LS $

Unit Price

PLAYA DAY USE

WEKUVDE PICNIC SITE

SCHEDULE OF ITEMS

Schedule of Item Desciption Item

Number Total CostMethod of

Measure Estimated Quantity

Pay Unit

PLAYA DAY USE BID TOTAL $

NFSR 374 (600 LF)

WEKUVDE PICNIC SITE BID TOTAL

NFSR 374 BID TOTAL $

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 $

Option Bid Line Items

207 (01) Geoxtile Type 2, 1 Roll, 341 SY, Furnished and Installed LSQ 1 LS $

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 $

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 $

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 $

GEOTEXTILE FABRIC, FOR SOFT SPOTS

NFSR 374 (PER 100 LF) OPTION TOTAL $

Pay Unit

Total Cost Item

Number

NFSR 374 (TO BE AWARDED IN 100 LF INCREMEMBENTS)

DRAINAGE CROSSING 2 OPTION TOTAL $

DRAINAGE CROSSING 1 OPTION TOTAL $

DRAINAGE CROSSING 2

DRAINAGE CROSSING 1

FEE LANE BID TOTAL $

CLIN Description Unit PriceMethod of Measure

Esitmated Quantity

Total CostUnit Price Pay Unit

Estimated Quantity

Method of Measure

Schedule of Item Desciption Item

Number

FEE LANE

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