Specifications.pdf

ENTRY ROAD EROSION REPAIR

AND CRACK SEALING PROJECT

At the Jordan River National Fish Hatchery

Antrim County, Michigan

United States Department of the Interior Fish and Wildlife Service

Infrastructure Management Division Region 3, Bloomington, MN 55437-1458

SPECIFICATIONS

Some blank pages are intentionally included.

Specifications are setup for two sided printing.

Page J - 1

PART III, SECTION J

LIST OF DOCUMENTS, EXHIBITS, AND OTHER ATTACHMENTS

INDEX

TECHNICAL PROVISIONS/SPECIFICATIONS

DIVISION 1 - GENERAL REQUIREMENTS

SECTION 01100 SUMMARY OF THE WORK

SECTION 01310 PROJECT COORDINATION

SECTION 01330 SUBMITTALS

SECTION 01420 DEFINITIONS AND STANDARDS

SECTION 01770 PROJECT CLOSEOUT

REFERENCED SPECIFICATIONS

FP-14 STANDARD SPECIFICATIONS FOR ROAD AND BRIDGES ON FEDERAL

HIGHWAY PROJECTS

ATTACHMENTS

Submittal Register Preconstruction Safety Checklist

DIVISION 1 SECTION 01100

GENERAL REQUIREMENTS SUMMARY OF THE WORK

01100-1

PART 1 – GENERAL

1.1 Project Title: Entry Road Erosion Repair and Crack

Sealing project at the Jordan River National Fish Hatchery.

1.2 Work under these Specifications: The Fish & Wildlife

Service is requesting bids to crack seal roadways and do other erosion repairs at the Jordan River National Fish Hatchery (NFH). The existing entry was paved a few years ago and new cracks have developed that need to be filled and sealed. Along with the crack sealing, the FWS would like to install new curbs and flumes to repair and prevent further erosion along the edge of the entry road. The existing road is rather steep, and rain continuously erodes the shoulder materials causing it to deposit further down the road. The FWS has determined the biggest problem areas and has shown approximate limits of the new curb and flume locations on the drawings. The contractor shall work with the hatchery staff to field locate the best locations for the curb and flumes. The crack sealing of the entry road and entry road loop is the base bid and the erosion repairs are broken into bid additives to be included if funds are available.

The construction shall comply with the Standard Specifications for construction of roads and bridge on Federal Highway Projects (FP-14). Payment & administrative sections of the specifications do not apply to this project. Payment shall be made on a lump sum basis.

The contractor shall furnish all materials, labor, and equipment for crack sealing and erosion repairs as shown on the drawings and as further described herein.

Work includes but is not limited to:

BASE BID: CRACK SEALING

1. Clean and prepare the entry road also called Turner Road from Station 103+00 to 176+80.

2. Blow out existing cracks and clean up/remove debris from site.

3. Hot Air Lance the existing cracks and then immediately fill and seal the cracks per the details on the drawings and per the

01100-2 specifications.

4. Other miscellaneous items as shown on the drawings and as required by the specifications for the crack sealing of the entry road.

BID ADDITIVES: EROSION REPAIRS

1. Locate erosion problem areas with the

Hatchery staff, adjust locations of proposed curb & gutter, flumes as required.

2. Excavate existing shoulder for new curb & gutter and flumes.

3. Compact subgrade under new C&G and clean existing asphalt edge of pavement in preparation for placement of new C&G.

4. Place new 3” rolled curb and gutter.

5. Install new flumes as per details.

6. Clean out debris from existing flumes.

7. Crack seal edge or joint between existing asphalt and new C&G.

8. Backfill behind curb, seed and mulch all disturbed areas.

9. Other miscellaneous items as shown on the drawings and as required by the specifications for insulation and ceiling replacements.

This work shall not be measured for payment and shall be paid for on a lump sum basis, complete.

1.3 Location and Inspection of Site

A. The work site is located at the Jordan River National Fish Hatchery near Elmira Michigan as shown on the included drawings. The mailing address is shown on the Solicitation, Offer, and Award (Standard Forms 1442 or, 18 block 9) as attached to this Invitation.

B. All prospective bidders/quoters, contractors, subcontractors, and related persons are encouraged to visit the site(s) of the proposed work and to assess the location(s) and extent of the work prior to submitting bids/quotes. Persons may inspect the work site by contacting the Hatchery Manager. All questions regarding the scope of work shall be presented in writing to

01100-3 the Contract Officer.

1.4 Specifications and Drawings for Construction

A. The successful bidder will be provided, upon request, pdf or AutoCAD versions of the contract drawings as necessary for execution of this contract. These drawings will be provided at no additional cost to the successful bidder/quoter.

B. Exact location of all affected utilities will be the responsibility of the contractor. Drawings do not completely show existing utilities. Site verification is required in addition to contacting any local authorities and utility companies to determine exact locations of utilities.

C. In case of difference between drawings and specifications, the specifications shall govern.

1.5 Work Not Included In This Contract

A. All items indicated "NIC" on drawings or in specifications are items not included in this contract.

B. Work in place is generally shown as "Existing" on the Contract Drawings.

B. Work to be performed under other contracts and not included as part of this contract is generally shown as "By Others" on the Contract Drawings.

1.6 Items Provided By The Government

A. Work to be accomplished by the Government or manufactured items to be provided by the Government are generally shown as "By Government" on the Contract Drawings.

(a) Unless specifically provided herein, no materials or equipment shall be furnished by the Government under this Contract.

1.7 Temporary Facilities

01100-4

A. Maintain and restore all Government roads, service areas and utilities used to pre-construction condition.

C. Temporary Toilet facilities will be required for workers throughout the project.

D. Large amounts (>100gallons) of water needed for construction shall be provided by the contractor.

E. The contractor may use the existing electrical

/power supply for small construction activities during this project. Large amounts (>5KWH per day) of electrical power will be the responsibility of the contractor.

F. The hatchery will not provide phone/fax services and will not accept deliveries or unload deliveries.

G. The hatchery will not provide tools, parts, or other equipment to the contractor for use during construction.

1.8 Site Access, Staking and Right of Way

A. The construction access limits on Government property will be established by the Government and the Contractor shall be responsible for complying with these limits and governing all work accordingly. All temporary access roads shall be removed following work completion unless directed otherwise by the Contracting Officer.

B. Construction staking will not be provided by the

Government, the contractor shall include all costs to stakeout, mark, survey, or otherwise layout the work to be accomplished as part of this contract.

C. Maintain traffic and public safety in a safe manner with signs, barricades, lights, and watchmen as required. Follow Manual of Uniform Traffic Control Devices (MUTCD). Load limits and other restrictions shall be obeyed. All bidders are reminded that they are responsible for

01100-5 contacting the local entity such as township, county, or state having jurisdiction in the project vicinity to insure bidders/quoters are aware of any requirements of the local entity.

These requirements are between the entity and the bidder.

D. Work scheduled on Saturdays, Sundays, Federal Holidays or other than normal working hours shall be approved in advance by the COR, Hatchery Manager, and Contracting Officer.

1.9 Safety - In addition to FAR 52.236-13 Accident

Prevention

A. The contractor shall designate a safety officer to ensure a safe work site. The safety officer shall perform daily work site inspections to assure compliance with all safety regulations and standards.

B. The Contractor’s Safety Plan shall be available on-site. The Contractor shall provide Safety Data Sheets (SDS) for all hazardous materials brought on-site. SDS shall be made available in a conspicuous location.

C. The Contractor shall provide a Pre-construction

Safety Checklist during the preconstruction conference.

D. All equipment and work activities shall comply with OSHA Regulations and all accidents incidental to work performed under this contract shall be reported in accordance with OSHA reporting requirements. Additionally a copy of the accident report shall be provided to the Contracting Officer.

E. The contractor shall provide and install safety barricades, signs, or other warning devices to delineate & warn the public of the construction area.

F. Provide at least one non-freezing-type fire extinguisher in each workshop and shed used for

01100-6 storage of materials on the premises. Place in location readily accessible to workers.

G. Provide at least one non-freezing-type fire extinguisher of the appropriate class for each group of workers performing flammable procedures.

H. Provide and maintain a basic first aid kit for use of workers.

(a) Provide first aid supply commensurate with size of project with items necessary for first aid treatment of all injuries. The first aid supply shall include items identified on SDS (see paragraph B of this section) in applicable locations.

(b) Advise all workers of the location of first aid supplies.

(c) Post telephone numbers of nearest hospital or ambulance service and fire station in conspicuous location. Advise all workers of location of telephone numbers.

I. Provide necessary Personnel Protective Equipment

(PPE) as identified by SDS and OSHA regulations.

Provide documentation, workers have been trained in use of PPE prior to individual use.

1.10 Environmental Requirements

A. The contractor shall not use any products containing asbestos, cadmium, chromium, or lead.

The contractor shall be responsible for removing and replacing materials found to contain these items at their own expense.

(END OF SECTION 01100)

DIVISION 1 SECTION 01310

GENERAL REQUIREMENTS PROJECT COORDINATION

01310-1

PART 1 - GENERAL

1.1 Jobsite Administration - Superintendence, Subcontract

administration and Quality Control, is the responsibility of the Contractor.

A. Final decisions relative to items in conflict shall be made by the Contracting Officer.

B. The Government shall have the authority to temporarily suspend the Work for such time as necessary because of the failure on the part of the Contractor to perform any of the provisions of the Contract. No extension of contract performance time will be permitted until the Government determines that the deficiencies in performance, which caused the temporary suspension, have been corrected.

C. The Contractor shall have responsible superintendence on site during all project operations. Contractor shall notify Government of any changes of superintendents.

D. The Contractor shall notify the COR at least ten (10) days prior to the anticipated date of completion of all Work specified herein. Upon completion of the Work, the COR shall proceed with the final inspection which shall be completed as promptly as practicable.

The time required for such inspection and for performing any corrective Work shall be included in the contract performance time.

F. The contractor shall notify the COR and Inspector five

(5) days prior to any concrete pours, paving and back filling so that the Inspector can be on-site to perform inspections.

1.2 Modification/Change Order procedures

A. In the event of the need for a Change Order, the Contractor will receive a letter requesting a price quote for proposed changes to the Contract.

01310-2

B. For evaluation purposes, the Contractor's quote shall be broken down to show the costs of labor and materials for each proposed category of Work included with the change, along with the total cost for Contractor's overhead, profit, and bond for the proposed changes.

C. All Contract time extensions required as a result of a proposed change must be justified and supported in detail at the time of the proposal.

1.3 Preconstruction Conference

A. Soon after award of the Contract and prior to commencing construction, the Contractor and any subcontractors shall attend a preconstruction conference with representatives of the Government.

Timely notification of the meeting will be given to the Contractor. Time, date, and place of the conference will be determined by the Contracting Officer. Requirements pertaining to Contract administration, construction operations and the project schedule will be discussed. The project schedule shall be in accordance with Section 01330.

The Preconstruction Safety Checklist shall be submitted for review during this conference. Please pay special attention to Question #15 of the “Preconstruction Safety Checklist”.

1.4 Progress Meetings

A. Periodic general project meetings will be conducted with a representative of the Contractor at the project site or by telephone by the Government's representative for the purpose of coordinating, expediting, and assessing the work progress.

B. The Contractor shall provide reports of progress on the project, discuss the work schedule for the coming period and present all conflicts, discrepancies or other difficulties for resolution. A record of

01310-3 discussions and decisions will be prepared by the Government and distributed to those attending and others affected.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (not Applicable)

(END OF SECTION 01310)

DIVISION 1 SECTION 01330

GENERAL REQUIREMENTS SUBMITTALS

01330-1

1.1 General:

A. Refer to submittal register or technical specifications for all submittals required.

B. When specifically requested by the Contracting Officer

(CO), Contractor’s Officer’s Representative (COR) or the Government’s Construction Inspector, the Contractor shall provide copies of manufacturer's written installation instructions and/or recommendations for review and approval prior to accomplishing equipment installation.

1.2 Submittal Register:

A. A submittal register, summarizing (not a complete listing) major items requiring submittals under this solicitation, is provided as an attachment to this document. The Contractor shall provide all required submittals to the COR within 30 days of award except for items noted otherwise on the submittal register.

B. Furnish a minimum of four copies of all required submittals. Three copies will be retained by the Government. The remaining copies will be returned to the Contractor.

C. The approval of submittals shall not relieve the

Contractor to comply with the terms and conditions of the Contract Drawings and Specifications. The Contractor shall be responsible to determine correct dimension, design, connection, detail and satisfactory construction of all Work.

1.3 Project Schedule: Contractor shall provide as required by

Federal Acquisition Regulation (FAR) clauses. *

1.4 Price Breakdown - Lump Sum Items: Contractor shall provide as required by FAR clauses. *

01330-2

1.5 Subcontractor's List

A. Submit a list of subcontractors who will be working on the project.

1.6 Submittal of Progress Payment Certificate: Contractor shall provide as required by FAR clauses. *

1.7 Guarantees, Warranties And Certificates: Refer to Section

01770

1.8 Operating And Maintenance Instruction: Refer to Section

01770

1.9 Delivery Tickets

A. The Contractor shall submit to the Government's on site representative, one legible copy of each delivery ticket for all material delivered to the construction site.

B. The delivery ticket shall show brand name, catalog number, and number of items received.

1.10 Waste Manifests/Load Tickets

A. The Contractor shall submit copies of all waste manifests and/or load tickets.

B. Manifests and or load tickets shall state type of waste (i.e., construction debris, hazardous asbestos, etc.), location of disposal, landfill designation, EPA registration of landfill, and EPA registration for transportation of any hazardous wastes.

01330-3

* The applicable FAR clauses will be provided in full text to the resultant contractor at the pre-construction conference.

(END OF SECTION 01330)

DIVISION 1 SECTION 01420

GENERAL REQUIREMENTS DEFINITIONS AND STANDARDS

01420-1

1.1 Regulatory Requirements

A. All Work shall be accomplished in strict accordance with the regulations, codes, and laws in effect at the time the Work is performed for the location where it is to be performed. All completed construction shall comply with OSHA, NFPA, NEC and ABA regulations.

B. All work performed on this project shall comply with

Title 40, Protection of the Environment, Code of Federal Regulations.

C. All electrical installations, components and work shall comply with the most current edition of NFPA 70 National Electric Code.

1.2 Means and Methods

A. Means and methods used in the performance of this Contract must be in accordance with all applicable Federal Acquisition Regulations in addition to OSHA regulations, 29 Code of Federal Regulations, acceptable industry practices as recognized by societies, associations, building codes, manufacturers’ specifications and any applicable state safety and health requirements.

1.3 Permits

A. All permits required to support the construction activities such as road permits for oversize, overweight vehicles and equipment, bridge permits, and utility hookup permits, shall be obtained and paid for by the Contractor.

(END OF SECTION 01420)

DIVISION 1 SECTION 01770

GENERAL REQUIREMENTS PROJECT CLOSEOUT

01770-1

1.1 Manufacturer's Specifications

A. The installation of manufactured products and equipment, together with all associated parts, shall be in conformance with the manufacturer's recommendations, and code requirements. All installations shall be complete and ready for immediate use, and every part required for proper operation of the manufacturer's equipment shall be provided. Following the completion of the Work under this Contract, all installed equipment shall be tested for proper operation and compliance with the Contract.

1.2 Final Inspection

A. The Contractor shall request a final inspection in writing at least ten (10) days prior to the anticipated date of completion.

B. Work will not be considered ready for final inspection until all the Work has been completed and the Contractor has certified that all items are properly operating and in strict compliance with all Contract terms and conditions.

C. The Contractor or the project supervisor shall be at the job site during the final inspection.

1.3 Tests

A. Complete all tests required to prove actual operating performance of equipment and systems incorporated into the project.

B. Submit reports of all tests to the Contracting Officer prior to final payment.

C. Provide any regulatory acceptance documents in cases of cleanup.

01770-2

1.4 Maintenance and Operating Instructions

A. Submit three (3) final copies of all operating, maintenance instructions and parts lists for all equipment and systems that require adjustment, servicing, and attention for proper operation.

Include all information necessary for proper operation of equipment. Use simple, non-technical language where possible. Provide all necessary diagrams and schematics required by repairmen. Any hazards likely to occur in operation of equipment shall be pointed out to avoid improper operation of any equipment that might result in damage or danger to equipment, building or personnel.

B. Final copies of all maintenance and operating information shall be submitted in bound form as a "Manual of Operating Instructions" with items grouped by sections of Work. Append each manual with name, address, telephone number of Contractor, subcontractor and companies or individuals providing service for equipment used.

C. Provide competent personnel to meet with the

Government representative to fully explain and familiarize the Government personnel with all equipment and its operation and maintenance.

1.5 Record Drawings:

The Contractor shall provide and maintain in proper order and in good, clean condition, at the project office or at the project site, one (1) complete set of full size prints of all Drawings. On this set, with red pencil or ink, the Contractor will neatly inscribe all changes in Work. At time of final acceptance, and prior to final payment, these corrected prints will be presented to the COR. The Contractor will note all data and changes on these record drawings in sufficient detail and clarity to provide information necessary for preparation of "as built" drawings by the Government.

01770-3

1.6 Guarantees, Warranties and Certificates

A. The Contractor will submit all guarantees, warranties and certificates to the Government prior to final payment.

B. The Government requires a 100% warranty for a period of one full year after final acceptance. Items of Work found defective during the warranty period will be replaced at no cost to the Government and the warranty for that particular part of the Work shall automatically extend for one full year beyond the completion date of repairs.

C. If a manufacturer or supplier offers a guarantee/warranty or is required per the detailed specification to provide a guarantee/warranty in excess of the one year requirement outlined herein, then the longer period will apply for those particular items.

(END OF SECTION 01770)

SUBMITTAL REGISTER PAGE 1 of 1

DATE

SHOP DRAWINGS, EQUIPMENT DATA, AND MATERIAL SAMPLES

CONTRACT NO: CONTRACTOR: CONST. MANAGER:

PROJECT: Jordan River Entry Road ADDRESS:

LOCATION:

SPECIFICATION DESCRIPTION DATE TRANS.REVIEWED DATE ACT. ACTION DATE ACTION COMMENTS

SECTION NO. SUBMITTED NO. BY TAKEN CODE RESUBM. CODE

01100.1.9 Safety Officer/Plan

01100.1.9 Preconstruction Safety Checklist

01330.1.3 Progress Schedule

01330.1.4 Price Breakdown

01330.1.5 Subcontractor's List

01770.1.5 As Builts

01770.1.6 Guarantees, Warranties & Certificates

FP-14 Crack Sealant

Concrete Mix

Rip-rap

FAR Certified Payrolls

FAR Release of Claims

FAR Final Invoice

Action Codes

A - Approved as Submitted D - No Action Taken - See Comments

B - Approved Except As Noted - Resubmission Not Required E - Disapproved - See Comments - Resubmission Required

C - Approved Except As Noted - Resubmission Required

PRECONSTRUCTION SAFETY CHECKLIST

PROJECT LOCATION:

PRECONSTRUCTION MEETING

DATE:

NAME AND ADDRESS OF

CO NT RACT OR :

NAME OF CONTRACTOR

SU PER INT EN DE NT /FO RE M AN

NAME OF SERVICE

CONTRACTING OFFICER:

NAM E O F C ON TR ACT OR ’S

COM PETEN T PERSO N (PER 29

CFR

PROPOSED CONSTRUCTION

STAR T D ATE:

PROJECT T ITLE: CONTRACT NUMBER:

The Fish and Wildlife Service (FWS) places safety and health as a top priority at all Service contracted construction sites (360 FW 4). The contractor has ultimate responsibility for safety during construction until final completion and acceptance of the project by FWS.

This checklist serves as an assurance tool/guide in assessing safety program preparations of the contractor, and is not all-inclusive. As tasks change and new risks and hazards are introduced, you may need to address additional safeguards and corrective measures.

The contractor and subcontractor(s) must comply with all Occupational Safety and Health Administration (OSHA) regulations applicable to the construction project, including requirements set forth w ithin solicitation provisions and contract clauses (e.g., FAR 52.236-13 “Accident Prevention” with Alternate I and Special Provisions). It is the responsibility of the contractor/subcontractor(s) to adhere to regulations found at 29 CFR 1910, 1926, and 1928. (See page 5 for Table of Contents of OSHA Construction Safety Standards.) Each contractor/subcontractor must initiate and maintain an effective safety program that provides adequate systematic policies, procedures, and practices to protect their employees from, and allow them to recognize, job-related safety and health hazards. The program must include provisions for the systematic identification, evaluation, and prevention/control of general work s ite hazards, specific job hazards, and potential hazards that may arise from foreseeable conditions, as well as providing a competent person to conduct frequent and regular inspections. The contractor must instruct each employee to recognize and avoid unsafe conditions and the regulations applicable to the work environm ent.

The contractor will address the following items prior to and/or during the Preconstruction Conference (the Contracting

Officer/Contracting Officer’s Representative will record these items):

1.

FAR 52.236-13, Accident Prevention, Alternate I and applicable safety provisions?

The contractor has read and understands his/her re spo nsibilities for compliance with contractual safety language -

NO ___YES ___

2. Has contractor prepared a Safety Plan that analyzes anticipated hazards of the project and indicates how the hazards will be controlled?

use, scaffolding, excavat

Contractor must identify specific procedures for controlling hazardous operations such as crane

NO ___ion/trenching, hot work/welding, etc,. ES ___ Y N/A

FWS Form 3-2199 05/03 Page 1 of 5

3. How will contractor/subcontractor address the four leading hazards of construction work: falls, struck by, caught in/betw nd electr ical?

4. The “Designated Competent Person” (responsible for the pro ject’s safety and health performance) is knowledgeable corrective measures?

in applicable OSHA regulations and capable of identifying existing/predictable hazards, and has the authority to prompt

YES ___ NO ___

5.

haza

Do contractor and subcon tractor em ployees know wha t to do in the event of an em erge ncy (e.g., injury, fire, accident, ESYrdous material spill, etc.) with regard to the following actions? NO

a. Notification of Departm ent, FW S Facility Manager, CO, COR, CI, etc.

b. Means of com munication with contact numbers (e.g., radio, cellular, pager, etc.).

c. Availability of first-aid/medically-trained contractor personnel with appropriate medical supplies.

d. Personnel (including subcontractors) knowledge of location for imm ediate aid (e.g., first-aid, etc.).

e. Evacuation routes, signals, and procedures are provided to all on-site personnel.

f. Safety and health information disseminated to all site personnel (e.g., contractor and subcontractor employees).

6.

(If no, skip to # 7)

a. Location and type of trailer (office or equipment).

b. Telephone hook-up.

c. Electrical hook-up.

d.

W ill a contractor/s ubc ontra ctor tra iler be broug ht on site and its hook-up/p lacem ent coord inated with COR /CI?

e. Propane used for heating?

f. Serve as first-aid station? YES

Vehicle parking arrang em ent (adequate space).

YES ___

___NO ___

NO ___

7. Is contractor aware that he/she must ensure construction area is clearly delineated and posted with appropriate warning signs (e .g., “Hard Hat Area”, “Construction Site – CLOSED”, rea C losed to Public”, etc.), and that instructional signs (e.g., designated parking area, etc.) and flagmen or barriers may be required? Yes No

Housekeeping - Is contractor/subcontractor aware that they must ensure that following acceptable housekeeping

NO

“A

8.

standards are practiced from project’s start to finish?

YES

a. Form/scrap lumber with protruding nails and all other debris shall be kept clear from work areas.

b. Combustible scrap and debris shall be removed at regular/frequent intervals.

c. Materials shall be stored with regard to their fire characteristics with effective fire protection and prevention measures used.

d. An enclosed chute shall be used whenever materials are dropped more than 20 feet to an exterior point of a building.

e. Aisles, exits, and passageways shall be kept clear and in good repair.

9.

Is contractor aware of following Environmental and Personal Controls standards? YES NO

a. Potable water provided.

b. Restroom facilities provided.

c. W ashing facility provided for employees engaged in operations involving harmful substances.

d. Intoxicating beverages, controlled substances, and/or firearms are not permitted under any circumstances on the construction site.

e. All activities in or around water bodies must be in compliance with regulations for worker safety, including personal flotation devices or buoyant work vests, lifelines, ring buoys and guardrails while working over or adjacent to water hazards, and from barges, boats, and/or launches.

FWS Form 3-2199 05/03 Page 2 of 5

10.

a. Confined Space.

b. Scaffolding.

c. Fall Protection.

d. Hazard Comm unication.

e. Lockout/Tagout.

f. Respiratory Protection.

g. First Aid.

Is contractor/subcontactor aware that following employee training considerations may need to be addressed?

YES NO

11. Contractor/subcontractor is responsible for requiring the wearing of appropriate personal protective equipment in all operations where there is an exposure to hazardous conditions or where the need is indicated for using such equipment to reduce the hazard to their employee(s). The contractor/subcontractor is also responsible for ensuring equipment may include the following: Discussed with contractor?

that personnel using protective equipment shall be trained and medically qualified to do so. Such personal protective

a. Eye and face protection (safety goggles, safety glasses, welding goggles, face shields, etc.).

b. Protective footwear (safety shoes, boots).

c. Protective gloves (leather, rubber, insulated).

d. Respirators (dust, half-face, full-face, etc.).

e. Hearing protection (ear plugs, muffs, etc.).

f. Coast Guard-approved PFD/buoyant vest.

g. Fall protection equipm ent.

12. Tools (hand, electric, pneumatic) Standards: Discussed with contractor?

a. Hand tools, power tools, and jacks are maintained in safe operating condition and used only for the purpose for which they were designed.

b. Electric power-operated tools must be either approved double-insulated, or be properly grounded (see Item

#13 “Electrical” for additional considerations).

13. Electrical Standards:

a. Ground Fault Circuit Interrupters (GFCIs) or an assured equipment-grounding conductor program must be used to protect employees from ground-fault hazards.

b. Electrical cords/insulation must be in good condition (not frayed or damaged).

c. All ground plugs must be on electrical cords, if so designed by the manufacturer.

d. W orkspace, walkways, and similar locations shall be kept clear of electrical cords.

e.

f.

All electrical extension cords must be of the three-wire type.

Contractor/subcontractor must determine need and implem ent an appropriate Lock-out/Tag-out program.

14. W ill motor vehicles, cranes, and/or heavy equipment be used? YES NO __ (If no, skip to #15)

a. Crane and derrick use must comply with applicable standards.

b. Rollover protection as required.

c. Back-up alarms or observer signals as required.

d. No crawler type vehicles are allowed on an improved road.

e. All utilities must be located prior to excavating soil.

15. Excavating and Trenching work? YES ___ NO ___ (If no, skip to #16)

a. All excavating/trenching must be in accordance with applicable safety standards.

b. All utilities must be located prior to excavating.

FWS Form 3-2199 05/03 Page 3 of 5

16. Elevated W ork? YES ___ NO ___ (If no, skip to #17) a.

Ladders and their use must conform to standards.

b. Aerial lift usage must meet applicable requirements.

c. Fall protection needs must be assessed per standards.

d. Scaffold work must conform to standards.

e. Stair design, construction, and use must meet applicable requirements.

f. Toeboards, when used to protect workers from falling objects, must be erected along the edge of the overhead walking/working surface.

g. Safety net use must comply with standards.

h. Railing must conform to standards.

17.

construction.

Contractor is aware of and understands the need to incorporate app licable requirem ents for concrete and m asonry

YES ___ NO ___ N/A ___

18. Contractor is aware of and understands the need to incorporate welding and cutting operations that com ply with etc.).

applicable safe ty requirem ents (e.g., compressed gas cylinders are protected from vehicle traffic, valve caps secured, 19.

paint

Contrac tor is aw are o f and understands the need to m anage hazard ous m aterials/waste appro priately (e.g., YES N/A

N/A ___ s, solvents, fuels, etc.) including the following: NO ___

a. Use and storage of flammable/combustible liquids.

b. Aboveground fuel storage tanks properly managed/contained.

c. Com pressed gases and cylinders managed correctly (e.g., secured and protected from damage, etc.).

d. Procedures for managing use, storage, and disposal of hazardous materials properly established.

e. Excess/waste product(s) and containers properly disposed of per environmental regulations.

f. Hazards of product use and the need for protective measures (e .g., personal protective equipment, etc.)

conveyed to employees.

g. Asbestos work conform s to applicable standards.

h. Exposure to toxic gases, vapors, fum es, dusts , and m ists managed correctly.

i. Lead, laser, and any other hazardous components managed per the applicable standard.

j. Contract employees must conduct hazardous waste operations work within the parameters of a written safety

& health plan.

20. Comments, notes, additional requirements:

The contractor has the ultimate responsibility for safety on the project site at all times until final completion and acceptance of the project.

The contractor’s signature below indicates the above information was discussed and understood.

Contractor signature: _________________________________________ Date: __________________________

Date: __________________________

Contracting Officer/Contracting Officer’s Representative

FWS Form 3-2199 05/03 Page 4 of 5

OSHA CONSTRUCTION SAFETY STANDARDS - 29 CFR 1926:

(Following standards can be accessed at http://www.osha.gov):

Subpart A (1926.1 - 1926.5) - General

Subpart B (1926.10 - 1926.16) - General Interpretations

Subpart C (1926.20 - 1926.35) - General Safety and Health Provisions

Subpart D (1926.50 - 1926.66) - Occupational Health and Environm ental Controls

Subpart E (1926.95 - 1926.107) - Personal Protective and Life Saving Equipment

Subpart F (1926.150 - 1926.155) - Fire Protection and Prevention

Subpart G (1926.200 - 1926.203) - Signs, Signals and Barricades

Subpart H (1926.250 - 1926.252) - Materials Handling, Storage, Use and Disposal

Subpart I (1926.300 - 1926.307) - Tools - Hand and Power

Subpart J (1926.350 - 1926.354) - W elding and Cutting

Subpart K (1926.400 - 1926.449) - Electrical

Subpart L (1926.450 - 1926.454) - Scaffolds

Subpart M (1926.500 - 1926.503) - Fall Protection

Subpart N (1926.550 - 1926.555) - Cranes, Derricks, Hoists, Elevators and Conveyors

Subpart O (1926. 600 - 1926.606) - Motor Vehicles, Mechanized Equipment and Marine Operations

Subpart P (1926.650 - 1926.652) - Excavations

Subpart Q ( 1926.700 - 1926.706) - Concrete and Masonry Construction

Subpart R (1926.750 - 1926.752) - Steel Erection

Subpart S (1926.800 - 1926.804) - Underground Construction, Caissons, Cofferdam s and Compressed Air

Subpart T (1926.850 - 1926.860) - Demolition

Subpart U (1926.900 - 1926.914) - Blasting and the Use of Explosives

Subpart V (1926.950 - 1926.960) - Power Transmission and Distribution

Subpart W (1926.1000-1926.1003)- Rollover Protective Structures; Overhead Protection

Subpart X (1926.1050 -1926.1060)- Stairways and Ladders

Subpart Y (1926.1071 -1926.1092)- Diving

Subpart Z (1926.1100 -1926.1152)- Toxic and Hazardous Substances

FWS Form 3-2199 05/03 Page 5 of 5

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.

ii

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

ix

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

x

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

xi

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…