Attachment 2 - Laguna Parking Pavement Preservation_SOW and Specifications.pdf

PDF 6 MB Posted Jun 4, 2024

Attached to: Laguna Parking Pavement Preservation Federal contract opportunity
Solicitation number: 127EAX24Q0031
Issued by: Department of Agriculture Forest Service

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Written by GovTribe AI · Jun 4, 2024

This document is a Statement of Work (SOW) for the Laguna Parking Pavement Preservation project, which is a federal contract opportunity solicited by the Department of Agriculture Forest Service.

The purpose of the project is to preserve existing asphalt facilities by repairing asphalt deterioration and sealing the pavement surface with a slurry seal. The contractor shall provide all labor, materials, equipment, and tools necessary for asphalt repairs, slurry seal, and pavement markings. The project is located within the Mesa Ranger District of the Tonto National Forest in Arizona. Key work items include mobilization, asphalt milling, pavement patching, crack sealing, slurry seal, and various permanent pavement markings. Temporary traffic control is also required. The contract time is 30 days from the notice to proceed, and closures of any forest roads or recreation sites must be coordinated with the Contracting Officer's Technical Representative (COTR) at least 3 weeks in advance. The solicitation number is 127EAX24Q0031.

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Other files for this federal contract opportunity

Other files attached to Laguna Parking Pavement Preservation, newest first.
File	Type	Posted
Award Notification.pdf	PDF	Aug 6, 2024
Revised SOI.pdf	PDF	Jul 3, 2024
Amendment 1 - Site Visit Sign In and Notes.pdf	PDF	Jul 3, 2024
127EAX24Q0031 Laguna Parking Pavement Preservation Solicitation.pdf	PDF	Jun 4, 2024
Attachment 4 - Tonto NF Fire Plan.pdf	PDF	Jun 4, 2024
Attachment 1 - DOL Wage Determination.pdf	PDF	Jun 4, 2024
Attachment 5 - BioPreferred.pdf	PDF	Jun 4, 2024
Attachment 3 - Laguna Parking Pavement Preservation_Maps.pdf	PDF	Jun 4, 2024

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US Department of Agriculture (USDA)

Statement of Work

Laguna Parking Pavement Preservation Mesa Ranger District Tonto National Forest

4/24/2024

PROJECT SCOPE:

The purpose of the Laguna Parking Pavement Preservation project is to preserve existing asphalt facilities by repairing asphalt deterioration and sealing the pavement surface with a slurry seal. The Contractor shall provide all labor, materials, equipment, and tools, including incidentals, necessary for asphalt repairs, slurry seal, and pavement markings.

PROJECT LOCATION:

This pavement preservation project is located within the Mesa Ranger District, Tonto National Forest, Arizona:

Laguna Recreation Area

From the Tonto National Forest Supervisor’s Office at 2324 E. McDowell Road, Phoenix, AZ, turn right to head south on N. 24th Street and drive for approximately 0.4 miles to turn left onto E. AZ Loop-202. Drive east on AZ Loop-202 for 24.8 miles and exit at E. Brown Avenue. Turn left onto E. Brown Avenue and drive east for 7.4 miles, and then turn left onto E. AZ-88 Highway and drive for 12.8 miles to Laguna Recreation Area on the left.

PROJECT SPECIFICATIONS

This project shall adhere to Federal Highways Administration Standard Specifications FP-14 and Forest Service Supplemental Specifications to FP-14.

The Contractor shall become familiar with and follow the Tonto Fire Plan in order to prevent any wildfires starting as a result of the work in this contract. Any questions regarding the Tonto Fire Plan shall be directed to the COR.

SUMMARY OF WORK:

WORK ITEM: MOBILIZATION, INCLUDING BONDING COST

Mobilization, Including Bonding Costs shall include payment for personnel, equipment, material, and incidentals to mobilize to and from the project site(s) for the completion of this project.

WORK ITEM: ASPHALT PAVEMENT MILLING

Asphalt Pavement Milling includes all work necessary to remove and dispose of existing asphalt.

Asphalt Pavement Milling shall be done in accordance with FP-14 and areas to be milled shall be identified by the COR and contractor for each site. Removal and disposal of the asphalt shall be off National Forest lands. Asphalt Pavement Milling will be measured by the square foot.

WORK ITEM: ASPHALT CONCRETE PAVEMENT PATCHING

Asphalt Concrete Pavement Patching includes all work necessary to install and compact new asphalt into an area previously cut and milled for asphalt replacement. Asphalt materials and compaction requirements shall follow FP-14 specifications. Asphalt Concrete Pavement Patching is measured in tons of asphalt.

WORK ITEM: ASPHALT PAVEMENT CRACK SEALING AND FILLING

Asphalt Pavement Crack Sealing and Filling includes all work necessary to crack seal and fill cracks in the pavement preservation locations. The Contractor should carefully review FP-14 specifications for the methods and techniques required to fill cracks of different widths. Asphalt Pavement Crack Sealing and Filling shall be done in accordance with FP-14. Removal and disposal of any debris within the cracks shall be coordinated with the COR. Asphalt Pavement Crack Sealing and Filling is measured by the linear foot.

WORK ITEM: SLURRY SEAL

Slurry Seal includes all work necessary to slurry seal pavement preservation locations. Slurry Seal shall be done in accordance with FP-14, including preparing the pavement surface, applying the slurry seal material, and ensuring slurry seals stays on the pavement and does not runoff onto nearby resources.

Materials removed during surface preparation shall be removed from National Forest lands. Slurry Seal shall be measured by the square foot.

WORK ITEM: PERMANENT PAVEMENT MARKINGS – 4” SOLID YELLOW/WHITE LINE

Permanent Pavement Markings – 4” Solid Yellow/White Line includes all work necessary to measure and install 4” Solid Yellow/White pavement marking lines per the pavement marking plans. Pavement marking material shall conform to FP-14 and MUTCD specifications for Waterborne Traffic Paint, Type B.

Location and spacing of pavement markings shall follow the pavement marking plans and Forest Service pavement marking standard details. 4” Solid Yellow/White Line pavement markings shall be measured by the linear foot of painted line.

WORK ITEM: PERMANENT PAVEMENT MARKINGS – 18” SOLID WHITE STOP BAR

18” Solid White Stop Bar includes all work necessary to measure and install 18” Solid White Stop Bar pavement markings per the pavement marking plans. Pavement marking material shall conform to FP- 14 and MUTCD specifications for Preformed Thermoplastic Pavement Markings, Type H. Location and spacing of pavement markings shall follow the pavement marking plans and Forest Service pavement marking standard details. 18” Solid White Stop Bar pavement markings shall be measured by the linear foot.

WORK ITEM: PERMANENT PAVEMENT MARKINGS – ACCESSIBLE PARKING SYMBOL

Permanent Pavement Markings – Accessible Parking Symbol includes all work necessary to measure and install Accessible Parking Symbol pavement markings per the pavement marking plans. Pavement marking material shall conform to FP-14 and MUTCD specifications for Preformed Thermoplastic Pavement Markings, Type H. Location and spacing of pavement markings shall follow the pavement marking plans and Forest Service pavement marking standard details. Accessible Parking Symbol pavement markings shall be measured by each symbol.

WORK ITEM: TEMPORARY TRAFFIC CONTROL

Temporary Traffic Control includes all work necessary to design, permit, install and remove temporary traffic control for each site. Temporary traffic control plans shall be submitted to the COR for review and approval. It is the Contractor’s responsibility to apply for and obtain any necessary traffic control permits needed from ADOT for work within highway right-of-way. Traffic control devices shall comply for MUTCD specifications. Temporary Traffic Control is measured as a lump sum item.

PROJECT SUBMITTALS:

Contractor shall submit for approval product literature and appropriate catalog cuts for the project materials:

• Project Schedule

• Crack Seal

• Slurry Seal

• Pavement Marking Paint

• Temporary Traffic Control Plan

MEASUREMENT AND PAYMENT

MEASUREMENT

Method of measurement for each work item is shown on the SCHEDULE OF ITEMS.

PAYMENT

The accepted quantity, measured as provided above, will be paid at the contract price per unit of measurement for the pay item listed below that is designated in the SCHEDULE OF ITEMS.

CONTRACT TIME

Contract time shall be 30 days after the Notice-to-Proceed. Closures of any forest roads or recreation sites must be coordinated with the COTR at least three (3) weeks in advance so proper public notices can be made by the Forest Service. Any work and traffic control required in ADOT right-of-way requires an ADOT encroachment permit. The contractor shall be responsible for obtaining the ADOT encroachment permit and shall coordinate with the COTR and Forest Service ADOT Liaison for review and submittal of permit.

CONTACTS

The Contractor shall contact the following government contacts for coordination, site-visits, and field work, prior to commencing the project.

1. Contracting Officer’s Technical Representative (COTR):

Nico Estrada-Stephen, P.E.

Tonto Facilities Engineer Email: nicolas.estradastephen@usda.gov, Cell phone: 602-851-7776 mailto:nicolas.estradastephen@usda.gov

Appendix

• Section A: Project Location Maps and Aerial Overview Maps

• Section B: Pavement Marking Maps

• Section C: Pavement Marking Details

• Section D: Federal Highway Administration Standard Specifications FP-14

• Section E: Forest Service Supplemental Specifications to FP-14

• Section F: Tonto Fire Plan

Section A: Project Maps and Aerial Overview Maps

Map 1: Directional Map to Laguna Recreation Site.

Map 2: Aerial View of Laguna Recreation Site. Project Area Highlighted in Blue.

Section B: Pavement Marking Maps

NicolasEstradaStephe Line

NicolasEstradaStephe Polygonal Line

NicolasEstradaStephe Line

NicolasEstradaStephe Polygonal Line

NicolasEstradaStephe Line

NicolasEstradaStephe Polygon

NicolasEstradaStephe Line

NicolasEstradaStephe Text Box Typ. Diagonal Parking Space Striping, 4" Solid White Line, 50' Long, Equal Spacing Between Stalls

NicolasEstradaStephe Text Box Parking Access Aisle, 4" Solid White Lines, 5' Wide

NicolasEstradaStephe Text Box Stop Bar, 18" Solid White Stripe, Approx. 37' Long

NicolasEstradaStephe Text Box Double Yellow Centerline, 4" Solid Yellow Lines

NicolasEstradaStephe Line

NicolasEstradaStephe Text Box Accessible Parking Symbols

NicolasEstradaStephe Line

NicolasEstradaStephe Text Box Median Gore Striping, 4" Solid Yellow Lines

NicolasEstradaStephe Line

NicolasEstradaStephe Text Box Typ. Diagonal Parking Space Striping, 4" Solid White Line, 40' Long, Equal Spacing Between Stalls

NicolasEstradaStephe Line

Section C: Pavement Marking Details

STOP BAR- 18" WHITE BAR-G7-6, MODIFIED

NO SCALE

CENTERLINE STRIPING

__ --------c------___ J

STOP BAR

EDGE OF PAVEMENT

NicolasEstradaStephe Text Box 18"

NARROW DOUBLE NO-LANE CHANGE, TWO 4 INCH YELLOW LINES-G7-9, MODIFIED

NOTTO SCALE

4" DOUBLE YELLOW LINE

w a..

Cf)

ACCESSIBLE PARKING DETAIL-MODIFIED

ACCESSIBILITY

SIGNAGE, TYP.

WHEEL STOP J

(TYPICAL)

4"WHITE OR

____- BLUE LINE

LC)

9' MINIMUM

4"WHITE

LINE

5' MINIMUM

. I

4"WHITE

LINE

NicolasEstradaStephe Rectangle

NicolasEstradaStephe Typewritten Text

BLUE RECTANGLE

NicolasEstradaStephe Text Box

SEE PAVEMENT MARKING PLANS

Section D: Federal Highway Administration Standard Specifications FP-14

STANDARD

SPECIFICATIONS

FOR CONSTRUCTION OF

ROADS AND BRIDGES

ON FEDERAL HIGHWAY

PROJECTS

FP-14

U.S. Department of Transportation Federal Highway Administration

Federal Lands Highway

Standard Specifications for Construction of

Roads and Bridges on Federal Highway Projects

FP-14

UNITED STATES DEPARTMENT

OF TRANSPORTATION

Federal Highway Administration i

PREFACE

These Standard Specifications for the Construction of Roads and Bridges on Federal Highway Projects are issued primarily for constructing roads and bridges on Federal Highway projects under the direct administration of the Federal Highway Administration. These specifications are cited as "FP-14" indicating "Federal Project" Standard Specifications issued in 2014 and contain both United States Customary and Metric units of measure.

When designated in a contract, the FP-14 becomes part of the contract and binding upon all parties to the contract. Construction contracts of the Federal Highway Administration are also governed by the following regulations:

● Federal Acquisition Regulation (FAR), Title 48, Code of Federal Regulations, Chapter 1; and

● Transportation Acquisition Regulation (TAR), Title 48, Code of Federal Regulations, Chapter 12.

The FAR and TAR regulations are not included in the FP-14. A complete copy of the FAR is available from the Superintendent of Documents, Congressional Sales Office, U.S. Government Printing Office, Washington, DC 20402.

U.S. Customary units of measure are used in the FP-14 as provided in the November 25, 2008 Memorandum from Jeffrey F. Paniati entitled Update on Metric Use Requirements for FHWA Documents.

Metric units are noted in parentheses following the U.S. Customary Units. The references to Metric or Metric units apply only when the project or portion of the project expressly calls for Metric units of measure.

METRIC TO U.S. CUSTOMARY CONVERSION FACTORS (approximate) Symbol When You Know Multiply By To Find Symbol

LENGTH

µm micrometers 3.9 × 10-5 inches in mm millimeters 0.039 inches in m meters 3.28 feet ft m meters 1.09 yards yd km kilometers 0.621 miles mi

AREA

mm2 square millimeters 0.0016 square inches in2 m2 square meters 10.764 square feet ft2 m2 square meters 1.195 square yards yd2 ha hectares 2.47 acres ac km2 square kilometers 0.386 square miles mi2

VOLUME

mL milliliters 0.034 fluid ounces fl oz L liters 0.264 gallons gal m3 cubic meters 35.31 cubic feet ft3 m3 cubic meters 1.308 cubic yards yd3

MASS

g grams 0.035 ounces oz kg kilograms 2.2046 pounds lb Mg megagrams 1.1023 short tons T

(or "t") (or "metric ton") (2000 lb)

TEMPERATURE (exact) °C Celsius temperature 1.8C +32 Fahrenheit temperature °F

ILLUMINATION

lx lux 0.0929 foot-candles fc cd/m2 candela/m2 0.2919 foot-Lamberts fl

MISCELLANEOUS

J joule 0.7376 foot·poundforce ft·lbf N newtons 0.225 poundforce lbf kPa kilopascals 0.145 Poundforce per square inch lbf/in2 iii

TABLE OF CONTENTS

DIVISION 100 GENERAL REQUIREMENTS

Section 101. — TERMS, FORMAT, AND DEFINITIONS

Section 102. — BID, AWARD, AND EXECUTION OF CONTRACT

Section 103. — SCOPE OF WORK

Section 104. — CONTROL OF WORK

Section 105. — CONTROL OF MATERIAL

Section 106. — ACCEPTANCE OF WORK

Section 107. — LEGAL RELATIONS AND RESPONSIBILITY TO THE PUBLIC

Section 108. — PROSECUTION AND PROGRESS

Section 109. — MEASUREMENT AND PAYMENT

DIVISION 150 PROJECT REQUIREMENTS

Section 151. — MOBILIZATION

Section 152. — CONSTRUCTION SURVEY AND STAKING

Section 153. — CONTRACTOR QUALITY CONTROL

Section 154. — CONTRACTOR SAMPLING AND TESTING

Section 155. — SCHEDULES FOR CONSTRUCTION CONTRACTS

Section 156. — PUBLIC TRAFFIC

Section 157. — SOIL EROSION AND SEDIMENT CONTROL

Section 158. — WATERING FOR DUST CONTROL

DIVISION 200 EARTHWORK

Section 201. — CLEARING AND GRUBBING

Section 202. — ADDITIONAL CLEARING AND GRUBBING

Section 203. — REMOVAL OF STRUCTURES AND OBSTRUCTIONS

Section 204. — EXCAVATION AND EMBANKMENT

Section 205. — ROCK BLASTING

Section 206. — RESERVED

Section 207. — EARTHWORK GEOSYNTHETICS

Section 208. — STRUCTURE EXCAVATION AND BACKFILL

FOR SELECTED MAJOR STRUCTURES

Section 209. — STRUCTURE EXCAVATION AND BACKFILL

Section 210. — RESERVED

Section 211. — ROADWAY OBLITERATION

Section 212. — LINEAR GRADING

Section 213. — SUBGRADE STABILIZATION iv

DIVISION 250 SLOPE REINFORCEMENT AND RETAINING WALLS

Section 251. — RIPRAP

Section 252. — ROCKERY, SPECIAL ROCK EMBANKMENT, AND ROCK BUTTRESS

Section 253. — GABIONS AND REVET MATTRESSES

Section 254. — RESERVED

Section 255. — MECHANICALLY-STABLILIZED EARTH WALLS

Section 256. — PERMANENT GROUND ANCHORS

Section 257. — CONTRACTOR-DESIGNED RETAINING WALLS

Section 258. — REINFORCED CONCRETE RETAINING WALLS

Section 259. — SOIL NAIL RETAINING WALLS

Section 260. — ROCK BOLTS AND DOWELS

Section 261. — REINFORCED SOIL SLOPES

DIVISION 300 AGGREGATE AND BASE COURSES

Section 301. — UNTREATED AGGREGATE COURSES

Section 302. — MINOR CRUSHED AGGREGATE

Section 303. — ROAD RECONDITIONING

Section 304. — FULL DEPTH RECLAMATION

Section 305. — FULL DEPTH RECLAMATION WITH CEMENT

Section 306. — FULL DEPTH RECLAMATION WITH ASPHALT

Section 307. — RESERVED

Section 308. — RESERVED

Section 309. — EMULSIFIED ASPHALT-TREATED BASE COURSE

Section 310. — COLD IN-PLACE RECYCLED ASPHALT BASE COURSE

Section 311. — STABILIZED AGGREGATE SURFACE COURSE

Section 312. — DUST PALLIATIVE

Section 313. — AGGREGATE-TOPSOIL COURSE

Section 314. — STOCKPILED AGGREGATES

DIVISION 400 ASPHALT PAVEMENTS AND SURFACE TREATMENTS

Section 401. — ASPHALT CONCRETE PAVEMENT BY GYRATORY

MIX DESIGN METHOD

Section 402. — ASPHALT CONCRETE PAVEMENT BY HVEEM OR

MARSHALL MIX DESIGN METHOD

Section 403. — ASPHALT CONCRETE

Section 404. — RESERVED

Section 405. — OPEN-GRADED ASPHALT FRICTION COURSE

Section 406. — FOG SEAL v

Section 407. — CHIP SEAL

Section 408. — RESERVED

Section 409. — MICRO SURFACING

Section 410. — SLURRY SEAL

Section 411. — ASPHALT PRIME COAT

Section 412. — ASPHALT TACK COAT

Section 413. — ASPHALT PAVEMENT MILLING

Section 414. — ASPHALT PAVEMENT CRACK SEALING AND FILLING

Section 415. — PAVING GEOTEXTILES

Section 416. — RESERVED

Section 417. — RESERVED

Section 418. — ASPHALT CONCRETE PAVEMENT PATCHING

DIVISION 500 RIGID PAVEMENTS

Section 501. — MINOR CONCRETE PAVEMENT

Section 502. — CONCRETE PAVEMENT RESTORATION

DIVISION 550 BRIDGE CONSTRUCTION

Section 551. — DRIVEN PILES

Section 552. — STRUCTURAL CONCRETE

Section 553. — PRESTRESSED CONCRETE

Section 554. — REINFORCING STEEL

Section 555. — STEEL STRUCTURES

Section 556. — BRIDGE RAILING

Section 557. — TIMBER STRUCTURES

Section 558. — DAMPPROOFING

Section 559. — WATERPROOFING

Section 560. — REMOVAL OF CONCRETE BY HYDRODEMOLITION

Section 561. — STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR

Section 562. — TEMPORARY WORKS

Section 563. — PAINTING

Section 564. — BEARING DEVICES

Section 565. — DRILLED SHAFTS

Section 566. — SHOTCRETE

Section 567. — MICROPILES

Section 568. — HIGH PERFORMANCE CONCRETE

Section 569. — CONCRETE OVERLAYS FOR BRIDGE DECKS vi

DIVISION 600 INCIDENTAL CONSTRUCTION

Section 601. — MINOR CONCRETE STRUCTURES

Section 602. — CULVERTS AND DRAINS

Section 603. — STRUCTURAL PLATE STRUCTURES

Section 604. — MANHOLES, INLETS, AND CATCH BASINS

Section 605. — UNDERDRAINS, SHEET DRAINS, AND

PAVEMENT EDGE DRAINS

Section 606. — CORRUGATED METAL SPILLWAYS

Section 607. — CLEANING, RELAYING, AND REPAIRING EXISTING

DRAINAGE STRUCTURES

Section 608. — PAVED WATERWAYS

Section 609. — CURB AND GUTTER

Section 610. — HORIZONTAL DRAINS

Section 611. — WATER SYSTEMS

Section 612. — SANITARY SEWER SYSTEMS

Section 613. — SIMULATED STONE MASONRY SURFACE

Section 614. — LEAN CONCRETE BACKFILL

Section 615. — SIDEWALKS, PADS, AND PAVED MEDIANS

Section 616. — SLOPE PAVING

Section 617. — GUARDRAIL

Section 618. — CONCRETE BARRIERS AND PRECAST GUARDWALLS

Section 619. — FENCES, GATES, CATTLE GUARDS AND BOLLARD POSTS

Section 620. — STONE MASONRY

Section 621. — MONUMENTS AND MARKERS

Section 622. — RENTAL EQUIPMENT

Section 623. — GENERAL LABOR

Section 624. — TOPSOIL

Section 625. — TURF ESTABLISHMENT

Section 626. — PLANTS, TREES, SHRUBS, VINES, AND GROUNDCOVERS

Section 627. — SOD

Section 628. — RESERVED

Section 629. — ROLLED EROSION CONTROL PRODUCTS AND

CELLULAR CONFINEMENT SYSTEMS

Section 630. — RESERVED

Section 631. — RESERVED

Section 632. — RESERVED

Section 633. — PERMANENT TRAFFIC CONTROL vii

Section 634. — PERMANENT PAVEMENT MARKINGS

Section 635. — TEMPORARY TRAFFIC CONTROL

Section 636. — TRAFFIC SIGNAL, TRAFFIC COUNTER, LIGHTING, AND ELECTRICAL SYSTEMS

Section 637. — FACILITIES AND SERVICES

DIVISION 700 MATERIAL

Section 701. — CEMENT

701.01 Hydraulic Cement

701.02 Masonry and Mortar Cement

Section 702. — ASPHALT MATERIAL

702.01 Asphalt Binder

702.03 Material for Dampproofing and Waterproofing Concrete and Masonry Surfaces

702.04 Asphalt Mastic

702.05 Antistrip Additive

702.06 Mineral Fiber

Section 703. — AGGREGATE

703.01 Fine Aggregate for Concrete

703.02 Coarse Aggregate for Concrete

703.03 Granular Backfill

703.04 Reserved

703.05 Subbase, Base, and Surface Course Aggregate

703.06 Crushed Aggregate

703.07 Asphalt Concrete Aggregate

703.08 Open-Graded Asphalt Friction Course Aggregate

703.09 Chip Seal Aggregate

703.10 Slurry Seal and Micro Surfacing Aggregate

703.11 Reserved

703.12 Blotter

703.13 Aggregate for Aggregate-Topsoil Course

703.14 Sand

703.15 Aggregate for Lean Concrete Backfill

703.16 Shotcrete Aggregate

703.17 Granular Rock Backdrain

Section 704. — SOIL viii

704.01 Foundation Fill

704.02 Bedding Material

704.03 Backfill Material

704.04 Structural Backfill

704.05 Topping

704.06 Unclassified Borrow

704.07 Select Borrow

704.08 Select Granular Backfill

Section 705. — ROCK

705.01 Gabion and Revet Mattress Rock

705.02 Riprap

705.03 Rock for Masonry Structures

705.04 Rock for Special Rock Embankment

705.05 Rock for Buttresses

705.06 Rock for Rockeries

Section 706. — CONCRETE PIPE

706.01 Non-Reinforced Concrete Pipe

706.02 Reinforced Concrete Pipe

706.03 Perforated Concrete Pipe

706.04 Reinforced Arch-Shaped Concrete Pipe

706.05 Reinforced Elliptically-Shaped Concrete Pipe

706.06 Reinforced D-Load Concrete Pipe

706.07 Precast Reinforced Concrete Box Sections

706.08 Gaskets for Concrete Pipe

706.09 Supplemental Concrete Pipe Ties

Section 707. — METAL PIPE

707.01 Ductile Iron Culvert Pipe

707.02 Metallic-Coated Corrugated Steel Pipe

707.03 Aluminum-Alloy Corrugated Pipe

707.04 Asphalt-Coated Pipe

707.05 Steel Structural Plate Structures

707.06 Aluminum-Alloy Structural Plate Structures

707.07 Asphalt-Coated Structural Plate Structures

707.08 Polymer-Coated Steel Pipe

707.09 Reserved

707.10 Slotted Drain Pipe

707.11 Metallic-Coated Spiral Rib Pipe

707.12 Aluminum-Alloy Spiral Rib Pipe

707.13 Concrete-Lined Corrugated Steel Pipe

707.14 Invert-Paved Corrugated Steel Pipe

707.15 Cast Iron Soil Pipe and Fittings

707.16 Seamless Copper Water Tube and Fittings

707.17 Gaskets for Metal Pipe

707.18 Gaskets for Ductile Iron Pipe

Section 708. — PLASTIC PIPE

708.01 Smooth Wall Polyethylene Pipe

708.02 Corrugated Polyethylene Pipe

708.03 Profile Wall (Ribbed) Polyethylene Pipe

708.04 Corrugated Polyethylene Drainage Tubing

708.05 Smooth Wall Polyvinyl Chloride (PVC) Pipe

708.06 Profile Wall (Ribbed) Polyvinyl Chloride Pipe

708.07 Acrylonitrile-Butadiene-Styrene (ABS) Pipe

708.08 Gaskets for Plastic Pipe

Section 709. — REINFORCING STEEL AND WIRE ROPE

709.01 Reinforcing Steel

709.02 Prestressing Steel

Section 710. — FENCE AND GUARDRAIL

710.01 Barbed Wire

710.02 Woven Wire

710.03 Chain Link Fence

710.04 Fence Posts and Bollards

710.05 Fence Gates

710.06 Rail Elements

710.07 Guardrail Posts

710.08 Guardrail Blocks

710.09 Guardrail Nuts, Bolts, and Cables

710.10 Guardrail Hardware

710.11 Temporary Plastic Fence

Section 711. — CONCRETE CURING MATERIAL AND ADMIXTURES

711.01 Curing Material

711.02 Air-Entraining Admixtures

711.03 Chemical Admixtures

711.04 Latex Emulsion

711.05 Concrete Coloring Agents

Section 712. — JOINT MATERIAL

712.01 Sealants, Fillers, and Seals

712.02 Mortar

Section 713. — ROADSIDE IMPROVEMENT MATERIAL

713.01 Topsoil

713.02 Agricultural Limestone

713.03 Fertilizer

713.04 Seed

713.05 Mulch

713.06 Plant Material

713.07 Cellular Confinement Systems

713.08 Miscellaneous Planting Material

713.09 Sod

713.10 Pegs for Sod

713.11 Tackifiers

713.12 Fiber Rolls and Socks

713.13 Gravel Bags

713.14 Sandbags

713.15 Temporary Culvert Pipe

713.16 Silt Fence

713.17 Temporary Rolled Erosion Control Products

713.18 Turf Reinforcement Mats

713.19 Sediment Filter Bags

713.20 Prefabricated Filter Insert

713.21 Floating Turbidity Curtains

Section 714. — GEOSYNTHETIC MATERIAL

714.01 Geotextile

714.02 Geocomposite Drain

714.03 Stabilization Geogrid

714.04 Reinforcement Geotextile and Geogrid

714.05 Geomembrane

Section 715. — PILING

715.01 Untreated Timber Piles

715.02 Treated Timber Piles

715.03 Concrete Piles

715.04 Steel Shells

715.05 Steel Pipes

715.06 Steel H-Piles

715.07 Sheet Piles

715.08 Pile Shoes

715.09 Splices

Section 716. — MATERIAL FOR TIMBER STRUCTURES

716.01 Untreated Structural Timber and Lumber

716.02 Hardware

716.03 Treated Structural Timber and Lumber

716.04 Structural Glued Laminated Timber

Section 717. — STRUCTURAL METAL

717.01 Structural Steel

717.02 Steel Forgings

717.03 Pins and Rollers

717.04 Castings

717.05 Welded Stud Shear Connectors

717.06 Steel Pipe

717.07 Galvanized Coatings

717.08 Sheet Lead

717.09 Steel Grid Floors

717.10 Bearings

717.11 Polytetrafluoroethylene (PTFE) Surfaces for Bearings

717.12 Aluminum Alloy for Bridge Rail

717.13 Aluminum Bolt Heads and Nuts

717.14 Aluminum Welding Wire

Section 718. — TRAFFIC SIGNING AND MARKING MATERIAL

718.01 Retroreflective Sheeting

718.02 Reserved

718.03 Panels

718.04 Sign Posts

xii

718.05 Object Marker and Delineator Posts

718.06 Hardware

718.07 Legends and Borders

718.08 Delineator and Object Marker Retroreflectors

718.09 Solventborne Traffic Paint

718.10 Waterborne Traffic Paint

718.11 Epoxy Markings

718.12 Thermoplastic Markings

718.13 Preformed Pavement Marking Tape

718.14 Glass Beads

718.15 Pavement Markers

718.16 Temporary Pavement Markings

718.17 Epoxy Resin Adhesives

Section 719. — PAINT

719.01 General

719.02 Paint for Timber Structures

719.03 Paint for Masonry Block Structures

719.04 Paint for Steel Structures

719.05 Paint for Concrete Structures

719.06 Paint for Aluminum Structures

719.07 Paint for Other Metal Structures

719.08 Penetrating Stain

719.09 Mineral Spirits (Petroleum Spirits)

Section 720. — STRUCTURAL WALL AND STABILIZED

EMBANKMENT MATERIAL

720.01 Mechanically-Stabilized Earth Wall Material

720.02 Gabion and Revet Mattress Material

Section 721. — ELECTRICAL AND ILLUMINATION MATERIAL

721.01 Electrical Material

721.02 Lighting Material

Section 722. — ANCHOR MATERIAL

722.01 Anchorage Devices

722.02 Anchor Tendons

722.03 Rock Bolts

722.04 Soil Nails

xiii

Section 723. — RESERVED

Section 724. — RESERVED

Section 725. — MISCELLANEOUS MATERIAL

725.01 Water

725.02 Calcium Chloride, Magnesium Chloride, and Lignosulfonate

725.03 Lime

725.04 Pozzolans

725.05 Mineral Filler

725.06 Concrete Building Brick

725.07 Concrete Masonry Units

725.08 Paving Brick

725.09 Precast Concrete Units and Accessories

725.10 Frames, Grates, Covers, and Ladder Rungs

725.11 Corrugated Metal Units

725.12 Plastic Lining

725.13 Grout

725.14 Polymer Concrete and Mortar

725.15 Color Coating

725.16 Slurry (Drilling Fluids)

725.17 Reinforcing Fibers

725.18 Epoxy Resin Adhesives

xiv

DIVISION 100

GENERAL REQUIREMENTS

Section 101

Section 101. — TERMS, FORMAT, AND DEFINITIONS

101.01 Meaning of Terms. These specifications are generally written in the imperative mood. In sentences using the imperative mood, the subject, "the Contractor", is implied. Also implied in this language are "shall", "shall be", or similar words and phrases. In material specifications, the subject may also be the supplier, fabricator, or manufacturer supplying material, products, or equipment for use on the project.

Wherever "directed", "required", "prescribed", or "ordered" are used, the "direction", "requirement", "prescription", or "order" of the Contracting Officer is intended. Wherever something is to be "submitted", "submitting to", the Contracting Officer is intended. Similarly, wherever "approved", "acceptable", "suitable", "satisfactory", or similar words are used, the words mean "approved by", "acceptable to", or "satisfactory to" the Contracting Officer.

The word "will" generally pertains to decisions or actions of the Contracting Officer.

101.02 Specifications Format. These specifications are divided into 10 Divisions.

Division 100 consists of general contract requirements for which no direct payment is made. The requirements contained in Division 100 are applicable to all contracts.

Division 150 consists of project contract requirements that are applicable to all contracts. Work under Division 150 is paid for directly or indirectly according to Subsection 109.05 and the Section ordering the work. When there is no pay item in the bid schedule, no direct payment is made.

Divisions 200 through 600 consist of construction contract requirements for specific items of work. Work under these Divisions is paid for directly or indirectly according to Subsection 109.05 and the Section ordering the work. When there is no pay item in the bid schedule, no direct payment is made.

Division 700 contains the material requirements for Divisions 150 through 600. No direct payment is made in Division 700. Payment for material is included as part of the work required in Divisions 150 through 600.

The first three digits of the pay item number in the bid schedule identify the Section under which the work is performed.

101.03 Abbreviations. Whenever these abbreviations are used in the contract, they represent the following:

(a) Acronyms.

AASHTO — American Association of State Highway and Transportation Officials

ACI — American Concrete Institute

AGC — Associated General Contractors of America

AISC — American Institute of Steel Construction

AITC — American Institute of Timber Construction

ANSI — American National Standards Institute

APWA — American Public Works Association

ARTBA — American Road and Transportation Builders Association

ASME — American Society of Mechanical Engineers

ASTM — ASTM International

ATSSA — American Traffic Safety Services Association

AWPA — American Wood Protection Association

AWS — American Welding Society

AWWA — American Water Works Association

BMP — Best Management Practice

CFR — Code of Federal Regulations

CO — Contracting Officer and authorized representatives

CRSI — Concrete Reinforcing Steel Institute

EPA — Environmental Protection Agency

FAR — Federal Acquisition Regulations (48 CFR Chapter 1)

FHWA — Federal Highway Administration

FICA — Federal Insurance Contributions Act

FLH — Federal Lands Highway

FSS — Federal Specifications and Standards

FED-STD — Federal Standards

FUTA — Federal Unemployment Tax Act

ISO — International Organization for Standardization

ISSA — International Slurry Surfacing Association

JMF — Job-Mix Formula

MASH — Manual for Assessing Safety Hardware

MPI — Master Painters Institute

MSDS — Material Safety Data Sheet

MUTCD — Manual on Uniform Traffic Control Devices for Streets and Highways

NCHRP — National Cooperative Highway Research Program

NEMA — National Electrical Manufacturers Association

NIST — National Institute of Standards and Technology

OSHA — Occupational Safety and Health Administration

PCI — Precast/Prestressed Concrete Institute

PVC — Polyvinyl Chloride

PTI — Post-Tensioning Institute

SEP — Sand Equivalent Passing

SF — Standard Form

SI — International System of Units

SSPC — The Society for Protective Coatings

SWPPP — Storm Water Pollution Prevention Plan

TAR — Transportation Acquisition Regulations (48 CFR Chapter 12)

UL — Underwriter's Laboratory

U.S. — United States of America

USC — United States Code

(b) U.S. Customary unit abbreviations and symbols.

°F — degree Fahrenheit temperature ft — feet length ft2 — square feet area ft3 — cubic feet volume in — inches length in2 — square inches area in3 — cubic inches volume lb — pound mass mi — mile length oz — ounces mass psi — pounds per square inch pressure

T — ton (2000 lb) mass yd — yards length yd2 — square yards area yd3 — cubic yards volume s — second time

° — degree plane angle

' — minute plane angle

" — second plane angle

A — ampere electric current cd — candela luminous intensity

°C — degree Celsius temperature d — day time g — gram mass

H — Henry inductance ha — hectare area

Hz — hertz (s-1) frequency

J — joule (N•m) energy

K — kelvin temperature kg — kilogram mass

L — liter volume lx — lux illuminance m — meter length mm — millimeter length m2 — square meter area m3 — cubic meter volume min — minute time

N — newton (kg•m/s2) force

Pa — pascal (N/m2) pressure t — metric ton mass

V — volt (W/A) electric potential

W — watt (J/s) power

Ω — ohm V/A electric resistance

(d) Metric prefix symbols.

E — exa 1018

P — peta 1015

T — tera 1012

G — giga 109

M — mega 106 k — kilo 103 c — centi 10-2 m — milli 10-3 µ — micro 10-6 n — nano 10-9 p — pico 10-12 f — femto 10-15 a — atto 10-18

(e) Slope notation (vertical : horizontal). For slopes flatter than 1V:1H, express the slope as the ratio of one unit vertical to a number of units horizontal. For slopes steeper than 1V:1H, express the slope as the ratio of a number of units vertical to one unit horizontal.

101.04 Definitions. The following definitions apply to this contract:

Award — The written acceptance of a bid by the CO.

Backfill — Material used to replace or the act of replacing material removed during construction. Material placed or the act of placing material adjacent to structures.

Base — The layer or layers of material placed on a subbase or subgrade to support a surface course.

Bid — A written offer by a bidder to perform work at a quoted price.

Bidder — An individual or legal entity submitting a bid.

Bid Guarantee — A form of security assuring that the bidder will not withdraw a bid within the period specified for acceptance and will execute a written contract and furnish required bonds.

Bid Schedule — The prepared schedule included with the bid forms, containing the estimated quantities of pay items for which unit bid prices are invited.

Bridge — A structure more than 20 feet (6 meters) long, including supports, spanning and providing passage over a depression, waterway, railroad, highway, or other obstruction.

Clear Zone — The portion of the roadside, including the shoulder, available for the safe use by an errant vehicle in which the driver may regain control of the vehicle.

Commercial Certification — See Subsection 106.03.

Construction Limits — The limits on each side of the project that establish the area disturbed by construction operations and beyond which no disturbance is permitted. Typically the construction limits are the same as the clearing limits, except when additional clearing is required.

Contract — The written agreement between the Government and the Contractor setting forth the obligations of the parties for the performance of and payment for the prescribed work.

Contracting Officer (CO) — An official of the Government with the authority to enter into, administer, and terminate contracts and make related determinations and findings. The term includes certain authorized representatives of the CO acting within the limits of their authority as delegated by the CO.

Contract Modification — A written change in the terms of the contract. Contract modifications are of the following forms:

(a) Administrative change. A unilateral contract change, in writing, that does not affect the substantive rights of the parties (such as a change in the paying office or the appropriation data).

(b) Change order. A written order, signed by the CO, directing the Contractor to make a change that FAR Clause 52.243-4 Changes authorizes the CO to order without the Contractor's consent.

(c) Supplemental agreement. A contract modification that is accomplished by the signature of the CO (unilateral contract modification) or by the signature of the CO and the Contractor (bilateral contract modification).

Contractor — The individual or legal entity contracting with the Government for performance of prescribed work.

Contract Time — The specified time allowed for completion of contract work.

Crashworthy — A highway feature that has been successfully crash tested under MASH or the NCHRP Report 350, Recommended Procedures for the Safety Performance Evaluation of Highway Features, or accepted through analysis by FHWA based on similarity to other crashworthy features.

Cross-Section — A vertical section of the ground or structure at right angles to the centerline or baseline of the roadway or other work.

Culvert — A structure, not classified as a bridge, that provides an opening under the roadway.

Day — A calendar day beginning and ending at midnight.

Density — Mass per unit volume of material. Specific gravity multiplied by the density of water.

Detour — A temporary rerouting of public traffic onto alternate existing roadways to avoid the work or part of the work.

Diversion — Defined as follows:

(a) A temporary rerouting of public traffic onto a temporary alignment within the project limits to bypass the work or a portion of the work.

(b) A temporary rerouting of water into a temporary channel or through a system of structures within the project limits to maintain water flow through or around the project.

Drawings — Design sheets or fabrication, erection, or construction details submitted to the CO by the Contractor according to FAR Clause 52.236-21 Specifications and Drawings for Construction. Also refers to submissions and submittals.

Federal Land Management Agencies — Federal agencies including the National Park Service, U.S.

Forest Service, U.S. Fish & Wildlife Service, U.S. Army Corps of Engineers, Bureau of Land Management, and Bureau of Reclamation.

Government — The Government of the United States of America.

Highway, Street, or Road — A general term denoting a public way for purposes of vehicular travel, including the entire area within the right-of-way.

Lane Mile (Lane Kilometer) — An area of pavement one mile (kilometer) long and one lane wide; not including turn lanes, turnouts, parking area lanes, or other auxiliary lanes.

Layer — See "lift".

Lift — Defined as follows:

(a) When placing and compacting soils, aggregates, or pavement; a lift is a single, continuous layer of material that receives the same compactive effort throughout during a single work operation.

(b) When installing culvert pipe less than or equal to 48 inches (1200 millimeter) in diameter; the backfill material placed on both sides of the pipe is considered to be contained in the same lift when the material is placed to the same elevation on both sides of the culvert, the compactive effort applied to one side of the culvert is the same as that applied to the other, and the compactive effort is applied to both sides of the pipe in a continuous operation.

Material — Substances specified or necessary to satisfactorily complete the contract work.

Measurement — The process of identifying the dimensions, quantity, or capacity of a pay item. See Section 109 for measurement methods, terms, and definitions.

Notice to Proceed — Written notice to the Contractor to begin the contract work.

Pavement Structure — The combination of subbase, base, paving geotextiles, and surface courses placed on a subgrade to support and distribute the traffic load to the roadbed.

Pay Item — A specific item of work for which a unit and price is provided in the contract.

Payment Bond — The security executed by the Contractor and surety or sureties and furnished to the CO to ensure payments as required by law to persons supplying labor or material according to the contract.

Performance Bond — The security executed by the Contractor and surety or sureties furnished to the CO to guarantee completion of the contract work.

Plans — The contract plans furnished by the Government showing the location, type, dimensions, and details of the work.

Production Certification — See Subsection 106.03.

Professional Engineer — Engineers holding valid state licenses permitting them to offer engineering services directly to the public. Engineers that are experienced in the work for which they are responsible, take legal responsibility for their engineering designs, and are bound by a code of ethics to protect the public health.

Profile Grade — The trace of a vertical plane intersecting a particular surface of the proposed road construction located according to the plans, usually along the longitudinal centerline of the roadbed.

Profile grade means either elevation or gradient of the trace according to the context.

Project — The specific section of the highway or other property on which construction is to be performed under the contract.

Right-of-Way — Real property necessary for the project, including roadway, buffer areas, access, and drainage areas.

Roadbed — The graded portion of a highway prepared as a foundation for the pavement structure and shoulders.

Roadside — The area between the outside shoulder edge and the right-of-way limits. The area between roadways of a divided highway may also be considered roadside.

Roadway — In general, the portion of a highway, including shoulders, for vehicular use. A divided highway has two or more roadways. In construction specifications, the portion of a highway within the construction limits.

Roadway Prism — The volume defined by the area between the original terrain cross-section and the final design cross-section multiplied by the horizontal distance along the centerline of the roadway.

Roller Pass— One trip of a roller in one direction over one spot.

Shoulder — A portion of the roadway contiguous with the traveled way that accommodates pedestrians, bicycles, stopped vehicles, and emergency use; as well as for lateral support of the subbase, base, and surface courses.

Sieve — See AASHTO M 92.

Solicitation — The complete assembly of documents (whether attached or incorporated by reference) furnished to prospective bidders.

Special Contract Requirements (SCR) — Additions and revisions to the standard specifications applicable to an individual project.

Specifications — The written requirements for performing work.

Standard Forms (SF) — Numbered forms issued by the General Services Administration for use as contract documents.

Standard Specifications — The Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects approved for general application and repetitive use.

Station — A precise location along a survey line.

Structures — Bridges, culverts, catch basins, drop inlets, retaining walls, cribbing, manholes, endwalls, buildings, sewers, service pipes, underdrains, foundation drains, and other constructed features that may be encountered in the work.

Subbase — The layer or layers of material placed on a subgrade to support a base.

Subcontract — The written agreement between the Contractor and an individual or legal entity prescribing the performance of a specific portion of the work.

Subcontractor — An individual or legal entity with which the Contractor sublets part of the work. This includes subcontractors in all tiers.

Subgrade — The top surface of a roadbed upon which the pavement structure, shoulders, and curbs are constructed.

Substantial Completion — The point at which the project is complete such that it can be safely and effectively used by the public without further delays, disruption, or other impediments. For conventional bridge and highway work, the point at which bridge deck, parapet, pavement structure, shoulder, drainage, sidewalk, major demolition, roadway obliteration, permanent signing and markings, traffic barrier, safety appurtenance, utility, and lighting work is complete.

Substructure — Components of a bridge below the bearings of simple and continuous spans, skewbacks of arches, and tops of footings of rigid frames including backwalls, wingwalls, and wing protection railings.

Suitable Material — Rock or earth material that will provide stable foundations, embankments, or roadbeds, and is free of organic matter, muck, frozen lumps, roots, sod, or other deleterious material.

Suitable material may require drying or adding water, root picking, and other methods of manipulation before use. Suitable material includes the classifications of material for which the project was designed.

Superintendent — The Contractor's onsite representative who has authority to act for the Contractor and is responsible for directing and supervising construction operations on behalf of the Contractor.

Superstructure — The entire bridge, except the substructure.

Surety — An individual or corporation legally liable for the debt, default, or failure of a Contractor to satisfy a contract obligation.

Surface Course — The top layer or layers of a pavement structure designed to accommodate the traffic load and resist skidding, traffic abrasion, and weathering.

Target Value — A number established as a center for operating a given process. Once established, adjustments should be made in the process as necessary to maintain a central tendency about the target value. Test results obtained from a well-controlled process should cluster closely around the established target value and the mean of the test results should be equal to or nearly equal to the established target value.

Traveled Way — The portion of the roadway designated for the movement of vehicles, exclusive of shoulders.

Unsuitable Material — Material not capable of creating stable foundations, embankments, or roadbeds.

Unsuitable material includes muck, sod, or soils with high organic contents.

Work — The furnishing of labor, material, equipment, and other incidentals necessary to complete the project according to the contract.

Section 102

Section 102. — BID, AWARD, AND

EXECUTION OF CONTRACT

102.01 Acquisition Regulations. Bid, award, and execution of the contract is governed by the FAR and

TAR.

102.02 Preparation of Bids. Follow the requirements of FAR Clause 52.214-18 Preparation of Bids - Construction.

Execute and submit required standard forms, bid schedules, and solicitation provisions contained in the solicitation as part of the bid.

Complete SF 1442, Solicitation, Offer, and Award, and sign as follows:

(a) Individuals. Sign your individual signature. For individuals doing business as a firm, follow the individual signature with the individual's typed, stamped, or printed name and the words, "an individual doing business as (name of firm) ".

(b) Limited liability partnerships and partnerships. Submit a list of partners having authority to bind the partnership. One of the listed partners must sign on behalf of the partnership.

(c) Corporations. Sign in the corporate name, followed by the word "by" and the signature and title of the person authorized to sign. Submit evidence from the corporation that the person signing has authority to bind the corporation.

(d) Joint ventures. Submit a copy of the Joint Venture agreement. Sign the SF 1442 according to the Joint Venture agreement.

(e) Limited liability company. Sign in the company name, followed by the word "by" and the signature of the person authorized to sign. Submit evidence that the individual executing the document has authority to bind the company.

(f) Agents. When an agent signs, other than as stated in Subsection 102.02(a) through (e), furnish satisfactory evidence that the agent has authority to bind the bidder.

Insert a numeric unit bid price for each pay item for which a quantity appears in the bid schedule. Multiply the unit bid price by the quantity for each pay item and show the amount bid. When mathematical checks made by the Government show a mistake in the amount bid, the corrected unit price extension governs.

When the words "lump sum" appear as a unit bid price, insert an amount bid for each lump sum pay item.

When the words "contingent sum" or "fixed rate" appears as a unit bid price, include the Government inserted amount bid for the pay item in the total bid amount.

Total the amounts bid for each pay item and show the total bid amount.

The quantities listed in the bid schedule are approximate, unless designated as a contract quantity, and are used for the comparison of bids. Payment will be made for the actual quantities of work performed and accepted or material furnished according to the contract. The scheduled quantities may be increased, decreased, or deleted.

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