Specs Shoreline Protection Phase 2 Lower Brule W9128F21B0020.pdf

SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F21B0020

Ecosystem Restoration and Shore Protection Phase 2 (2021) Missouri River at Lower Brule, SD

August 2021

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ECOSYSTEM RESTORATION AND SHORE PROTECTION

PHASE 2 (2021)

MISSOURI RIVER AT

LOWER BRULE, SD

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 CONSTRUCTION GENERAL

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.01 24 (SOUTH DAKOTA) NPDES PERMIT REQUIREMENTS FOR STORM WATER

DISCHARGES FROM CONSTRUCTION SITES

01 45 00.00 10 QUALITY CONTROL

01 45 00.15 10 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 39.00 24 AS-BUILT DRAWINGS

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 13 - SPECIAL CONSTRUCTION

13 34 23.05 PREFABRICATED RECREATION BUILDINGS

DIVISION 26 - ELECTRICAL

26 20 00 ELECTRICAL DISTRIBUTION SYSTEM (SITE ELECTRICAL SCOPE #1)

26 28 01.00 10 COORDINATED POWER SYSTEM PROTECTION WITH ARC FLASH HAZARD

STUDY

26 56 00 EXTERIOR LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 10 00.01 (SOUTH DAKOTA) PAVEMENTS FOR SMALL PROJECTS

32 11 23 SURFACING

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 40 01 STORM DRAINAGE

33 71 02 EXTERIOR ELECTRICAL DISTRIBUTION (SITE ELECTRICAL SCOPE

#2)

DIVISION 34 - TRANSPORTATION

34 71 13.16 VEHICLE CRASH BARRIERS

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 31 19 STONE

35 31 20 STRUCTURES

-- End of Project Table of Contents --

Shoreline Protection Project, Ph 2 (2021), Lower Brule, SD MRR7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.3.1 Flood Protection Works

1.4 CARE OF WATER

1.5 Project Survey and Layout

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

1.7.2 Haul Roads

1.8 PUBLIC ROADS

1.8.1 Traffic Control Devices

1.8.2 Traffic Control

1.8.3 Operations

1.8.3.1 Signalmen/Flagmen

1.8.4 State and Federal Highways

1.8.5 City Streets

1.8.6 Utility Lines

1.9 ORDER OF WORK

1.10 SUBMITTALS

1.11 WARRANTY OF CONSTRUCTION (MAR 1994)

1.12 TELEPHONE/INTERNET

1.13 PORTABLE TOILETS

1.14 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 12 00 Page 1

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

The work covered in this section is outlined as a statement of construction requirements common to all the work. Specific requirements for materials and installations are provided under the Technical Sections herewith. No claims for extras shall be made on account of items presumed to have been omitted from this section.

1.2 CONSTRUCTION RIGHT-OF-WAY

The Contractor will be assigned working areas or working right-of-way limits for use in the prosecution of work under this contract, subject to the SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Operations and Storage Areas."

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

The Contractor shall be responsible for the protection of the work area from damage and upon completion of the work shall leave existing works in a condition equal to that which existed when the work started. All work, storage of materials, and construction plant shall be kept within the limits of the areas assigned. Prior to construction operations, the Contractor shall confer with the Contracting Officer's representative to determine the proximity of any possible under-ground obstructions, pipe or equipment which could be damaged as a result of construction operations.

Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, report thereof shall be made immediately to the Contracting Officer. If the Contracting Officer determines that repairs shall be made by the Contractor, such repairs will be ordered under SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Changes." The Contractor will be responsible for the protection of structures from any structural damage during the construction operations.

Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the plant and work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.

1.3.1 Flood Protection Works

In all cases where materials in the existing flood protection works are used or connected with the construction of new work under this contract, the work shall be so planned and executed that the new work shall be completed to provide protection equivalent to the existing protection as the existing protection is weakened or removed. These operating

SECTION 01 12 00 Page 2 restrictions shall be followed in order that the new work may be tied in, or connected promptly, by the Contractor, with the existing facilities so as to furnish a continuous service in an emergency. These ties or connections shall be made during periods of suspended construction operations and the Contractor shall leave incompleted pipe outlets and other structures in such conditions as to not interfere with the natural drainage from areas served by these pipes or structures.

1.4 CARE OF WATER

Full responsibility for care of water shall be borne by the Contractor until completion of work under this contract. The Contractor shall provide the materials and equipment and perform all work necessary to facilitate construction and to protect the work from damage by water. The Contractor shall make the needed investigations and determinations of conditions, both existing and anticipated concerning care of water. Plans for care of water are subject to approval by the Contracting Officer prior to construction. Facilities shall be removed upon completion of the work.

1.5 Project Survey and Layout

In addition to the requirements of FAR 52.236-17 Layout of Work, the Contractor shall provide a licensed land surveyor to check initial project control, and to provide and set hubs for project construction. These surveys shall provide and verify both horizontal and vertical project control. This survey shall be used for final as-built structure records, and recorded on the as-built condition in accordance with Section, As-Built Drawings.

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

All buildings and facilities constructed by the Contractor shall be maintained in a satisfactory condition with strict observance of the rules of sanitation, safety and order as may be established by the Contracting Officer. Prior to final payment under the contract, all buildings and facilities constructed by the Contractor for the Contractor's use shall be removed from the site by the Contractor.

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

Access roads as required for the prosecution of the work shall be maintained (including sprinkling for dust control, safety personnel, signals and control) within the work areas assigned to the Contractor.

Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall be responsible for repair of damage to existing roads caused by the Contractor's operation.

1.7.2 Haul Roads

The Contractor shall arrange the hauling operations so as to cause a minimum interference with traffic and shall furnish flagmen and other facilities as required to avoid additional hazards to the public. All roads shall be maintained in original as-built condition during all periods of their use. Roads shall be sprinkled whenever, in the opinion of the

SECTION 01 12 00 Page 3

Contracting Officer, control of dust is necessary to insure safe movements of construction traffic.

1.8 PUBLIC ROADS

1.8.1 Traffic Control Devices

All traffic control devices (signage, barricades, lighting etc) by the Contractor, must conform with the U.S. Department of Transportation, Federal Highway Administration, Manual on Uniform Traffic Control Devices.

1.8.2 Traffic Control

The Contractor shall be responsible for the safe control of traffic on all haul and access roads used primarily for the work under these specifications and at their crossings with roads used by others. The Contractor shall, at the Contractor's own expense, furnish all personnel, signal devices and signal necessary for the safe and efficient control of construction traffic on road systems used by the Contractor. A plan for traffic control, including a listing of equipment and its employment, shall be submitted for review and approval prior to construction.

1.8.3 Operations

When operations are being conducted near a U. S. or State Highway or when construction equipment is being used on or adjacent to such highway, the Contractor shall furnish signalmen and such warning signs as are necessary to provide adequate warning to the traveling public. The highways and streets shall be kept open at all times.

1.8.3.1 Signalmen/Flagmen

The Contractor shall provide flagmen when:

a) Construction equipment and/or vehicles are blocking the roadway making it difficult for vehicles to pass or see or due to terrain.

b) One-way traffic is required thru a construction zone.

c) Trucks are pulling onto and/or off of a roadway or operating at a reduced speed causing a hazardous situation for drivers.

d) Anytime the Contractor feels that drivers are at risk due to Construction activity.

1.8.4 State and Federal Highways

Where the Contractor hauls across or on State or Federal highways, the Contractor shall enter into all agreements with the State Highway Commission and shall comply with any restrictions they may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damages resulting from hauling across or on State highways. Copies of such agreements shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways.

1.8.5 City Streets

Where the Contractor intends to cross or to use city streets for haul roads the Contractor shall enter into an agreement with the City and shall comply with any restrictions the City may impose relative to load limits, care of traffic and cleanup. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these

SECTION 01 12 00 Page 4 highways. A copy of all such agreements shall be furnished the Contracting Officer before the Contractor begins hauling in city streets.

1.8.6 Utility Lines

It shall be the responsibility and obligation of the Contractor to make all arrangements with the affected companies for the necessary moving and alterations of utility lines and the continuation of service during construction as covered by the plans and specifications.

1.9 ORDER OF WORK

See the drawings for Order Of Work.

1.10 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Proposed Methods of Operation; G-AO

(Right-of-Way Agreements)

State and Federal Highways

(Agreements for hauling on highways)

State and Local Public Roads

(Agreements for hauling on roads)

SD-02 Shop Drawings

Care of Water; G-AO

SD-11 Closeout Submittals

Warranty of Construction

(List of warranties with copy of each)

1.11 WARRANTY OF CONSTRUCTION (MAR 1994)

(a) In addition to any other warranties in this contract, the Contractor warrants, except as provided in paragraph (i) of this clause, that work performed under this contract conforms to the contract requirements and is free of any defect in equipment, material, or design furnished, or workmanship performed by the Contractor or any subcontractor or supplier at any tier.

(b) This warranty shall continue for a period of 1 year from the date of final acceptance of the work. If the Government takes possession of any part of the work before final acceptance, this warranty shall continue for

SECTION 01 12 00 Page 5 a period of 1 year from the date the Government takes possession.

(c) The Contractor shall remedy at the Contractor's expense any failure to conform, or any defect. In addition, the Contractor shall remedy at the Contractor's expense any damage to Government-owned or controlled real or personal property, when that damage is the result of--

(1) The Contractor's failure to conform to contract requirements; or

(2) Any defect of equipment, material, workmanship, or design furnished.

(d) The Contractor shall restore any work damaged in fulfilling the terms and conditions of this clause. The Contractor's warranty with respect to work repaired or replaced will run for 1 year from the date of repair or replacement.

(e) The Contracting Officer shall notify the Contractor, in writing, within a reasonable time after the discovery of any failure, defect, or damage.

(f) If the Contractor fails to remedy any failure, defect, or damage within a reasonable time after receipt of notice, the Government shall have the right to replace, repair, or otherwise remedy the failure, defect, or damage at the Contractor's expense.

(g) With respect to all warranties, express or implied, from subcontractors, manufacturers, or suppliers for work performed and materials furnished under this contract, the Contractor shall--

(1) Obtain all warranties that would be given in normal commercial practice;

(2) Require all warranties to be executed, in writing, for the benefit of the Government, if directed by the Contracting Officer; and

(3) Enforce all warranties for the benefit of the Government, if directed by the Contracting Officer.

(h) In the event the Contractor's warranty under paragraph (b) of this clause has expired, the Government may bring suit at its expense to enforce a subcontractor's, manufacturer's, or supplier's warranty.

(i) Unless a defect is caused by the negligence of the Contractor or subcontractor or supplier at any tier, the Contractor shall not be liable for the repair of any defects of material or design furnished by the Government nor for the repair of any damage that results from any defect in Government-furnished material or design.

(j) This warranty shall not limit the Government's rights under the Inspection and Acceptance clause of this contract with respect to latent defects, gross mistakes, or fraud. (FAR 52.246-21)

1.12 TELEPHONE/INTERNET

The Contractor is responsible for arranging telephone/Internet service for the Contractor's trailer through the local telephone company.

SECTION 01 12 00 Page 6

1.13 PORTABLE TOILETS

Toilet facilities will not be available for Contractor's use. The Contractor shall provide and maintain portable toilets for use by the Contractor's staff and Government staff. Toilet(s) shall be placed at the location directed by the Contracting Officer. To prevent overturning by high winds, all portable toilets shall be anchored down.

1.14 FEDERAL HOLIDAYS AND WORKING HOURS

The Contractor will have access to the facility for work during normal plant business hours from 0700 to 1700 hrs Monday through Friday, excluding any federally recognized holidays or observance days. The Contractor shall plan all work accordingly. These hours will be strictly adhered to unless the Government determines work outside this time is beneficial to the Government or a bilateral modification for extended working hours is executed.

The following Federal legal holidays are observed by this installation:

New Year's Day 1 January Martin Luther King's Birthday Third Monday in January President's Day Third Monday in February Memorial Day Last Monday in May Juneteeth 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

If the wage determination has a discrepancy with the above list of observed Federal holidays, then the wage determination takes precedence.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 12 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

01/00

PART 1 GENERAL

1.1 SUBMITTALS

PART 2 PRODUCTS

2.1 BREAKWATER STRUCTURES (used with bid item 0001)

2.1.1 Work Included

2.1.2 Measurement

2.1.3 PAYMENT

2.2 MOBILIZATION AND DEMOBILIZATION OF EQUIPMENT (used with bid item

0006)

2.2.1 Work Included

2.2.2 Measurement

2.2.3 Payment

2.3 PLACE RIPRAP (used with bid item 0002, 0008, and 0020)

2.3.1 Work Included

2.3.1.1 Payment

2.3.1.2 Measurement (Ton)

2.3.1.2 [Enter Appropriate Subpart Title Here]

2.3.1.3 Scale Method

2.3.1.4 Scales

2.4 PLACE SPALLS LAYER STONE (used with bid item 0003)

2.4.1 Payment

2.4.2 Measurement (Ton)

2.4.2.1 Scale Method

2.4.2.2 Scales

2.5 [Enter Appropriate Subpart Title Here]

SECTION 01 22 00 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

01/00

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals having an "FIO" designation are for information only. The following shall be submitted in accordance with Section01 33 00 SUBMITTAL

PROCEDURES:

PART 2 PRODUCTS

2.1 BREAKWATER STRUCTURES (used with bid item 0001)

2.1.1 Work Included

This work includes all materials, equipment and labor to complete all items of work, including all placement of concrete structures, excavation of material from the provided borrow site(s), loading, hauling, placement, spreading, testing, compaction, grading, and maintenance of fill areas as shown on the drawings and specified herein.

2.1.2 Measurement

Linear Foot. Payment for this item shall be by the linear foot, made on a progressive basis, based on the percentage of work completed. The quantity of material placed shall be based off of pre and post construction surveys of the breakwater area. The Contractor shall establish elevations by surveying and mapping of the area at a minimum of 1 foot contour intervals and at all changes in grade greater than 1 foot. A final topographic survey of the berm shall then be performed and mapped by an independent licensed surveyor after the breakwater structure is complete to establish the final quantity of backfill placed, compacted and graded. Survey data shall be provided in a file format compatible with Bentley Inroads V8.8 (or later) or a COR approved equivalent. A digital terrain model of the surveys shall be created by the Contractor using the software. Volumes will be computed using the software's digital terrain model triangulated computation method with all cut and fill factors set at "1.000".

Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole foot. Materials removed by the Contractor below the specified grade line will not be paid for, and the Contractor may be required to rebuild the foundation to the specified grade lines.

All survey data will be supplied in .xyz format to the COR using the NAD 83/UTM Zone 14N projection and the NAVD 88 vertical datum (in US survey feet). The project location and date will be in the name of the file, such as Ft Geo_RM###_DDMMYYYY. The land based and hydrographic data shall be provided in separate files along with a single combined file representing the digital terrain model. The submittal shall include a Metadata file that provides a summary of the data coordinate system and

SECTION 01 22 00 Page 2 units, benchmarks used for base stations, equipment used, collection date, and field conditions on the date of the survey. Contractor quality control personnel will be allowed complete partial payment surveys and compute volume for borrow and fill areas. These surveys shall be at intervals no greater than 50 feet.

2.1.3 PAYMENT

Applicable unit price times the number of linear feet of placed material.

2.2 MOBILIZATION AND DEMOBILIZATION OF EQUIPMENT (used with bid item 0006)

2.2.1 Work Included

The work of this item shall include costs associated with mobilization and demobilization of all equipment necessary for completion of the scope of work.

2.2.2 Measurement

Lump Sum.

2.2.3 Payment

Payment for this item shall be the lump sum, made on a progressive basis, based on the percentage of work completed.

2.3 PLACE RIPRAP (used with bid item 0002, 0008, and 0020)

2.3.1 Work Included

The work of this item shall include costs associated with the work includes all material, equipment and labor of furnishing, hauling, for the handling and placing of quarried stone as specified herein and as shown on the drawings.

2.3.1.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified in the contract documents.

2.3.1.2 Measurement (Ton)

The "Scale Method" shall measure stone used in construction of structure repair delivered to the site by waterway for payment. The "Scale Method" shall measure stone delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the stone for payment shall be borne by the Contractor.

2.3.1.2 [Enter Appropriate Subpart Title Here]

2.3.1.3 Scale Method

Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State Wherein the scales are located.

The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not

SECTION 01 22 00 Page 3 available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.3.1.4 Scales

If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.4 PLACE SPALLS LAYER STONE (used with bid item 0003)

The work includes all material, equipment and labor of furnishing, hauling, for the handling and placing of spalls as specified herein and as shown on the drawings.

2.4.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified in the contract documents.

2.4.2 Measurement (Ton)

The "Scale Method" shall measure stone used in construction of structure repair delivered to the site by waterway for payment. The "Scale Method" shall measure stone delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the stone for payment shall be borne by the Contractor.

2.4.2.1 Scale Method

Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State Wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

SECTION 01 22 00 Page 4

2.4.2.2 Scales

If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

SECTION 01 22 00 Page 5

SECTION 01 22 00 Page 6

2.5 [Enter Appropriate Subpart Title Here]2.5.1 REMOVE, HAUL AND PLACE SALVAGED STONE (used with bid item 0005)

This work includes equipment and labor, including all incidental and customarily performed work necessary for removing, hauling, handling and placing of riprap stone as specified herein and as shown on the drawings.

2.5.1.1 Payment

Payment will be made for costs associated with furnishing, transporting, stockpiling (if applicable), placing, and constructing the stone protection as specified in the contract documents.

2.5.1.2 Measurement (Ton)

The "Scale Method" shall measure stone used in construction of structure repair delivered to the site by waterway for payment. The "Scale Method" shall measure stone delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the stone for payment shall be borne by the Contractor.

2.5.1.2.1

2.5.2.1 Scale Method

Stone delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State Wherein the scales are located.

The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.5.1.2.2 Scales

If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.5 CRUSHED CONCRETE (used with bid item 0004, 0010, and 0020)

2.5.1.2.3 Work Included

The work of this item shall include but not be limited to furnishing all labor, materials and equipment and performing all operations necessary for furnishing and placing crushed concrete on breakwater crest, trails, roads, reation areas, and sand beach base material as required according to the drawings and specifications.

SECTION 01 22 00 Page 7

2.52.5.1.2.4 [Enter Appropriate Subpart Title Here].2 Measurement (Ton)

The "Scale Method" shall measure crushed concrete used in construction of structure repair delivered to the site by waterway for payment. The "Scale Method" shall measure crushed concrete delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the stone for payment shall be borne by the Contractor.

2.5.1.2.4.1

2.5.2.1 Scale Method

Crushed concrete delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State Wherein the scales are located. The stone shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.5.2.2 Scales

If public scales or an independent professional weighing service is not available, stone delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.52.5.1.2.5 Payment

Payment for crushed concrete shall be made at the contract unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to drawings and specifications.2.5.2 [Enter Appropriate Subpart Title Here]

2.6 SAND SURFACE COURSE (used with bid item 0019)

2.6.1 Work Included

The work of this item shall include but not be limited to furnishing all labor, materials and equipment and performing all operations necessary for furnishing and placing sand surface course in the beach area as required according to the drawings and specifications.

2.6.2 Measurement

The "Scale Method" shall measure sand delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the sand for payment shall be borne by the Contractor.

SECTION 01 22 00 Page 8

2.6.3 Scale Method

Sand delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located. The sand shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.6.4 Scales

If public scales or an independent professional weighing service is not available, sand delivered to the site of the work may be weighed for payment by a bonded weighmaster on scales which have been approved by the Contracting Officer and which have been certified by the applicable State wherein the scales are located. The Contractor shall furnish the Government Inspector a copy of each weigh bill signed by the bonded weighmaster as each load of stone is delivered.

2.6.5 Payment

Payment for sand surface course shall be made at the contract unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to drawings and specifications.

2.7 AGGREGATE SURFACE COURSE (used with bid items 0004, 0010 and 0027)

2.7.1 Work Included

The work of this item shall include but not be limited to furnishing all labor, materials and equipment and performing all operations necessary for furnishing and placing aggregate surface course according to the drawings and specifications.

2.7.2 Measurement

The "Scale Method" shall measure sand delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the aggregate for payment shall be borne by the Contractor.

2.7.3 Scale Method

Aggregate delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located. The sand shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the

SECTION 01 22 00 Page 9

Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

2.7.4 Payment

Payment for aggregate surface course shall be made at the contract unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to drawings and specifications.

2.8 AGGREGATE BASE COURSE (used with bid item 0021)

2.8.1 Work Included

The work of this item shall include but not be limited to furnishing all labor, materials and equipment and performing all operations necessary for furnishing and placing aggregate base course according to the drawings and specifications.

2.8.2 Measurement

The "Scale Method" shall measure sand delivered to the construction site by land for payment. Measurement shall be in "short tons" (2,000 lbs.) and all cost for measuring the aggregate for payment shall be borne by the Contractor.

2.8.3 Scale Method

Aggregate delivered at the site of the work may be weighed for payment on public scales which have been approved by the Contracting Officer and which have been certified by the State wherein the scales are located. The sand shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton. If public scales are not available, the Contractor may furnish approved scales subject to certification acceptable to the Contracting Officer, and the weighing service may be supplied by an independent professional organization approved by the Contracting Officer.

The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self-printing scales are used, or a copy of the weigh bill signed by the weighmaster as each load is delivered to the job site. Each weigh bill shall contain the following: date, unit number, time of gross weight, time of net weight, name of project, contract number, name of Contractor and signature of the weigher.

SECTION 01 22 00 Page 10

2.8.4 Payment

Payment for aggregate base course shall be made at the contract unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to drawings and specifications.

2.9 W-BEAM GUARDRAIL (used with bid items 0012 and 022)

2.9.1 Work Included

The work of this item shall include but not be limited to labor, equipment, and materials needed for the construction of w-beam guardrail.

2.9.2 Measurement

Linear Foot

2.9.3 Payment

Payment for this item shall be made at the contract unit price per linear foot as indicated on the Bidding Schedule multiplied by the number of linear feet needed to complete the required work according to drawings and specifications.

2.10 ALL REMAINING WORK (used with bid items 0007, 0009, 0011, 0013, 0014, 0015, 0016, 0017, 0018, 0023, 0024, 0025, 0026, 0028, 0029, 0030, and 0031)

2.10.1 Work Included

The work of this item shall include but not be limited to labor and equipment needed for the all remaining work not listed above for the completion of the project. This includes bank excavation, and placement of excavated material and salvaged concrete.

2.10.2 Measurement

Lump Sum

2.10.3 Payment

Payment for this item shall be the lump sum, made on a progressive basis, based on the percentage of work completed.

PART 3 EXECUTION (NOT USED)

SECTION 01 22 00 Page 11

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 COMPLETION OF WORK

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

1.7 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1.8 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

1.9.2 DISTRIBUTION

1.9.3 NOTIFICATION OF DISCREPANCIES

1.9.4 OMISSIONS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.11 DAMAGE TO WORK

1.12 AVAILABILITY AND USE OF UTILITY SERVICES

1.13 QUANTITY SURVEYS

1.14 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

1.15 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.16 INSURANCE REQUIRED

1.17 CONTRACTOR QUALITY CONTROL (CQC)

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.20 AS-BUILT DRAWINGS

1.21 PROFIT

1.22 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.23 DRAWING SCALES

1.24 WAGE RATE APPLICATION

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

07/20

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

In accordance with FAR 31.105(d)(2)(i)(b), for the predetermined schedule of construction equipment use rates, use Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule. Copies of each regional schedule may be obtained through the following internet site:

https://www.publications.usace.army.mil/USACE-Publications/Engineer-Pamphlets/ on pages 10 and 11 of 13.

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a. The Contractor is encouraged to use a commercially-available electronic system to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing and providing certified labor payrolls are established by the Wage Rate Requirements statute.

b.The Contractor is responsible for obtaining and providing for all access, licenses, and other services required to provide for receipt, processing, certifying, electronically transmitting to the Government, and storing weekly payrolls and other data required for the Contractor to comply with the Wage Rate Requirements statute. When the Contractor uses an electronic payroll system, use the electronic payroll service used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. The electronic payroll service must be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor must obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of the construction contract.

(c) The Contractor's provision and use of an electronic payroll processing system must meet the following basic functional criteria:

(1) commercially available;

(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the FAR;

(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract;

(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export into an Excel spreadsheet to be imported into the contractor's mode of Resident Management System 3.0;

SECTION 01 30 00.24 Page 2

(5) demonstrated security of data and data entry rights;

(6) ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) ability to identify erroneous entries and track the data/time of all versions of the certified Wage Rate Requirements statute payrolls submitted to the government over the life of the contract;

(8) capable of generating a durable record copy in a Compact Disc (CD) or Digital Versatile Disc (DVD) and Portable Document Format (PDF) file record of data from the system database at the end of the contract closeout. This durable record copy of data from the electronic payroll processing system must be provided to the Government during contract closeout.

d. All Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service must be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services must not be a separately bid or reimbursed item under this contract.

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant contract, USACE contractors are encouraged to seek out highly qualified veterans to perform services under this contract. The following resources are available to assist USACE contractors in their outreach efforts:

- U.S. Department of Labor Veterans’ Employment and Training Service (VETS):

https://www.dol.gov/vets/

- Federal Veteran Employment Information: https://www.fedshirevets.gov/

- Veterans Opportunity to Work (VOW) Program:

https://www.benefits.va.gov/vow/

- U.S. Army Warrior Transition Command Employment Index:

https://wct.army.mil/modules/employers/index.html

- Hiring Our Heroes: https://www.uschamberfoundation.org/hiring-our-heroes

1.4 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-10 COMMENCEMENT, PROSECUTION, AND COMPLETION OF

WORK (APR 1984).

1.5 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance. For construction contracts valued at or above $700,000.00, including all modifications, the USACE will evaluate Contractor's performance using the web-based Contractors Performance Assessment Reporting System (CPARS).

After the USACE drafts an evaluation (interim or final), the Contractor

SECTION 01 30 00.24 Page 3 will have the opportunity to access, review, comment and either concur or non-concur with the evaluation in the CPARS system for a period of 60 days.

Access to the CPARS system requires either specific software called PKI certification (recommended method) or a username and password. The PKI certification is a Department of Defense recommendation and to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and may be purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov.

1.6 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS), FAR 52.211-12 LIQUIDATED DAMAGES-CONSTRUCTION (SEPT 2000).

1.7 ANTITERRORISM (AT)/OPERATIONS SECURITY (OPSEC) PROVISIONS

1. Not Used

2. Access and General Protection/Security Policy and Procedures All Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The Contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

3. thru 14 Not Used.

15. Pre-Screen Candidates using E-Verify Program The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award.

1.8 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

In case the Contracting Officer determines that seeding, and/or the specified maintenance thereof is not feasible during the construction period, such work will be exempt from the completion time and liquidated damages. Accomplish this work during the first seeding, period and the specified maintenance period following the completion date.

1.9 CONTRACT DRAWINGS AND SPECIFICATIONS

1.9.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance

SECTION 01 30 00.24 Page 4 of the work until the electronic Adobe Acrobat.pdf conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) are sent electronically to the Contractor. See paragraph below for contract drawing distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.

1.9.2 DISTRIBUTION

The Government will process no progress payments prior to distribution of electronic contract drawings and conformed specification sets by the Government. The Government will provide the Contractor with a CD-ROM or DVD-ROM or sent electronically containing Adobe Acrobat .pdf contract drawings and conformed specification sets and editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS. Prepare final record or as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT

DRAWINGS.

1.9.3 NOTIFICATION OF DISCREPANCIES

Check all electronically sent drawing files furnished by the government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies. Follow dimensions marked on drawings in lieu of scale measurements. Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. The Contractor must also advise his sub-contractors of the above. The Contractor must compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.9.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription…