Technical Data.pdf

SPECIFICATIONS

(For Construction Contract)

Step-One 95% Design Solicitation Number W9128F24B0010

Spillway Approach Rehabilitation Garrison Dam, ND

June 2024

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Spillway Approach Rehabilitation - Garrison Dam, ND GR00102

PROJECT TABLE OF CONTENTS

DI VI SI ON 01 - GENERAL REQUI REMENTS

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 45 00 QUALITY CONTROL

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

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 78 39.00 24 AS-BUILT DRAWINGS

DI VI SI ON 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 01 STORM DRAINAGE

DI VI SI ON 35 - WATERWAY AND MARI NE CONSTRUCTI ON

35 20 23 DREDGING

35 31 19 STONE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.3.1 Protection of Appurtenances from Bituminous Material

Applications

1.3.2 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

1.7.3 Joint Use of Transportation Facilities

1.7.4 Waterway Crossings

1.7.5 Ramps

1.7.6 Drainage

1.8 PUBLIC ROADS

1.8.1 State and Federal Highways

1.8.2 State and Local Public Roads

1.8.3 City Streets

1.8.4 Utility Lines

1.9 COOPERATION WITH OTHER CONTRACTORS

1.10 COORDINATION AND OUTAGES

1.11 SUBMITTALS

1.12 PROJECT SIGN

1.13 WARRANTY OF CONSTRUCTION (MAR 1994)

1.14 SUPERVISION

1.15 TELEPHONE/INTERNET

1.16 PORTABLE TOILETS

1.17 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

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, the Contractor shall immediately notify the Contracting Officer. The Contracting Officer will review the information and discuss with the Contractor how to proceed. 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 Protection of Appurtenances from Bituminous Material Applications

It shall be the responsibility of the Contractor to cover and protect the surfaces of roadway appurtenances, structures and installations by approved methods in advance of any bituminous material application adjacent thereto. Damages or defacement thereof shall be corrected as directed, by and at the expense of the Contractor.

SECTION 01 12 00 Page 2

1.3.2 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 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 must provide a licensed land surveyor to check initial project control, and to provide and set hubs for project construction. The Contractor must use (and reference in all as-built data) project stationing as described on the contract drawings. In addition, a licensed land surveyor must provide a final project grade survey (i.e., to include major breakpoints of dredged and excavated channels and constructed slopes, slope toes, centerline profiles, top of channel banks and embankments, and channel bottoms) for government review and approval. A licensed land surveyor must also provide, set, and verify as-built condition of existing major flood control structures/features (i.e., spillway gates and monoliths). These surveys must provide and verify both horizontal and vertical project control. This survey must be used for final as-built grade profiles and cross sections, and major flood control structure records, and recorded on the as-built condition in accordance with Section, As-Built Drawings.

The Contractor may utilize their own quality control personnel to provide interim surveys for quantity determination for payment in accordance with paragraph entitled Quantity Surveys (Apr 1984).

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.

SECTION 01 12 00 Page 3

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, and traffic 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 construct haul roads as may be necessary for the conduct of the work without additional cost to the Government. The Contractor shall arrange the hauling operations so as to cause a minimum interference with traffic and shall develop Temporary Traffic Control (TTC) plans and Access/Haul road plans (part of APP) and furnish all necessary traffic control devices and personnel as required to avoid additional hazards to the public. The Contractor shall perform routine day and night inspections of TTC elements as required by the Manual on Uniform Traffic Control Devices (MUTCD) and maintain all furnished traffic control devices at their expense and without additional cost to the Government. Lines, grades and widths for haul roads, shall be selected to fulfill the requirements for safe and efficient hauling operations and shall be approved by the Contracting Officer prior to construction. Haul roads shall have ample width to provide safety. Preference shall be given to one-way haul roads when these are feasible. 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 Contracting Officer, control of dust is necessary to insure safe movements of construction traffic. Upon completion of work under this contract, roads shall be disposed of as directed by the Contracting Officer. All traffic control devices, culverts, guards, fences and other improvements on roads constructed for the Contractor's convenience and operations shall be removed from the project site and shall remain property of the Contractor. Use and repair of existing roads and bridges shall be subject to the requirements of local authorities. Prior to start of hauling operations on public roads, the Contractor shall furnish written evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.

1.7.3 Joint Use of Transportation Facilities

The Contractor may use jointly with Contractors and others, existing access and haul roads constructed by the Government or by others. Unless otherwise specifically authorized in writing, the Contractor will not be granted exclusive use of any access or haul road whether it be an existing road or one constructed by the Contractor. However, the use by others of roads constructed by or assigned to the Contractor primarily for the Contractor's use will be limited by the Contracting Officer to the minimum considered consistent with efficient prosecution of the work under this and other contracts in force. Maintenance of jointly used facilities

SECTION 01 12 00 Page 4 shall be shared in proportion to use. In the event of a disagreement between this Contractor and others as to the use of any road, the decision of the Contracting Officer shall be final. The Contractor shall not obstruct any existing road on the land controlled by the Government.

1.7.4 Waterway Crossings

The Contractor shall construct approved crossings where hauling is to be done across waterways with adequate openings for drainage and streamflow.

Structures for crossings shall be safe for all operating equipment and vehicles and shall be adequate for drainage and flow of the waterway.

After haul for construction has ceased, the structures constructed by the Contractor shall be removed and disposed of as directed.

1.7.5 Ramps

Ramps shall be provided and maintained for access of hauling equipment into excavation and waste areas. Locations, grades and width are subject to review and approval by the Contracting Officer prior to construction.

1.7.6 Drainage

The Contractor shall provide and maintain ditches, dikes and other facilities within and adjacent to the work areas to direct the surface and subsurface flow of water away from abutting private property and work in place or under construction by this and other contracts. The design, location, type and size of drainage facilities are subject to review and approval by the Contracting Officer prior to construction.

1.8 PUBLIC ROADS

1.8.1 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.

1.8.2 State and Local Public Roads

(a) Load Limits:

The North Dakota Department of Transportation and local County Road Commissions restrict the load weights of haul vehicles using highways and county roads during the spring thaw period. The load restrictions are usually imposed from 1 April through June depending on actual weather conditions.

(b) Hauling Regulations:

Prior to start of hauling operations on public roads, the Contractor shall furnish evidence to the Contracting Officer that an agreement has been consummated with State and County officials on the use of public roads and bridges. Such agreements shall clearly relieve the Government of any responsibility for damage resulting from hauling across or on these roads.

SECTION 01 12 00 Page 5

1.8.3 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 highways. A copy of all such agreements shall be furnished the Contracting Officer before the Contractor begins hauling in city streets.

1.8.4 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 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of the State and others working in the area during the life of this contract. The Contractor shall coordinate work with others to avoid undue interference and shall conduct operations, other than approved required access, within the limits of the assigned construction area or construction right-of-way limits. The Contractor shall cooperate with others as necessary in the interest of timely completion of all work and in the event of disagreement the decision of the Contracting Officer shall be final.

1.10 COORDINATION AND OUTAGES

The Contractor's employees shall not open, close or tamper with switches, valves or control devices for existing installed equipment. Only Government operating personnel will be authorized to open or close existing switches, valves and control devices to enable the Contractor to make connections or modifications to existing equipment. Work shall be coordinated and scheduled 7 days in advance with project personnel to reduce the "Down" time of operating equipment or systems to a minimum.

1.11 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

Construction Right-of-Way

(Right-of-Way Agreements)

State and Federal Highways

SECTION 01 12 00 Page 6

(Agreements for hauling on highways)

State and Local Public Roads

(Agreements for hauling on roads)

Temporary Traffic Control (TTC) - Part of APP submittal; G, AO

Access/Haul Road Plan - Part of APP submittal; G, AO

Ramp Design; G, AO

Drain Design; G, AO

Plan For Completing Project Survey; G, AO

SD-02 Shop Drawings

Care of Water; G-AO

SD-06 Test Reports

Project Survey; G-AO

SD-07 Certificates

Land Surveyor License; G-AO

SD-11 Closeout Submittals

Warranty of Construction

(List of warranties with copy of each)

1.12 PROJECT SIGN

The Contractor shall provide a new project sign constructed in accordance with Standard Sign Detail bound herein. The sign shall be erected at the project site by the Contractor at the location determined by the Contracting Officer. The project sign shall remain the property of the Contractor and upon completion of the contract, work shall be removed from the premises by the Contractor. No separate payment will be made for the sign.

1.13 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 a period of 1 year from the date the Government takes possession.

SECTION 01 12 00 Page 7

(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)

1.14 SUPERVISION

All planting and maintenance of trees and shrubs shall be conducted under the supervision of a qualified forester or nurseryman. The supervisor must be a graduate from an accredited college or university in the field of forestry and have a minimum three years of tree planting experience or have equivalent experience in the field of forestry and nursery planting.

The supervisor's qualifications will be subject to approval prior to

SECTION 01 12 00 Page 8 beginning construction operations. The Contractor's supervisor shall be in attendance at all times work is being performed. In order to insure specified maintenance of trees and shrubs the supervisor shall report at weekly intervals to the Contracting Officer during the period of 1 May to 15 October and as often thereafter as directed. If the specified maintenance is not performed satisfactorily within 7 days by the Contractor after being so directed and/or if the Contractor's qualified supervisor fails to report or appear on the specified date the Contracting Officer may within 7 days of such date, commence specified maintenance and the costs thereof will be deducted from future progress payments due the Contractor.

1.15 TELEPHONE/INTERNET

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

1.16 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. 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.

1.17 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. Note: Operations plant personnel work 4-10's and won't be available Fridays for contractor support. These hours will be strictly adhered to unless the Government determines work outside this time is beneficial to the Government and approved by the KO.

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 Juneteenth 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 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 MOBILIZATION AND DEMOBILIZATION - CLIN 0001

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 RIPRAP FOR EAST BANK SLOPE REPAIRS - CLIN 0002

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 RIPRAP FOR DREDGED MATERIAL MANAGEMENT AREA - CLIN 0003

3.1 Work Included

3.2 Measurement

3.3 Payment

PART 4 SPALLS - CLIN 0004

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 BEDDING - CLIN 0005

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 FILTER AGGREGATE - CLIN 0006

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 GRAVEL ROAD SURFACING - CLIN 0007

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 DISPOSAL OF UNSUITABLE MATERIAL - CLIN 0008

8.1 Work Included

8.2 Measurement

SECTION 01 22 00 Page 1

8.3 Payment

PART 9 SILT FENCE BAFFLES - CLIN 0009

9.1 Work Included

9.2 Measurement

9.3 Payment

PART 10 DISPOSAL OF EXISTING DRAINAGE STRUCTURE - CLIN 0010

10.1 Work Included

10.2 Measurement

10.3 Payment

PART 11 ALL REMAINING WORK TO CONSTRUCT NEW OUTLET STRUCTURE AND OUTFALL

DITCH - CLIN 0011

11.1 Work Included

11.2 Measurement

11.3 Payment

PART 12 DREDGING STA 34+50 TO 49+50 - CLIN 0012

12.1 Work Included

12.2 Measurement

12.3 Payment

PART 13 ALL REMAINING WORK TO CONSTRUCT DREDGED MATERIAL MANAGEMENT AREA

- CLIN 0013

13.1 Work Included

13.2 Measurement

13.3 Payment

PART 14 ALL REMAINING WORK TO REHABILITATE SPILLWAY APPROACH EAST BANK -

CLIN 0014

14.1 Work Included

14.2 Measurement

14.3 Payment

PART 15 DREDGING STA 49+50 TO 62+30 (OPTION 1) - CLIN 0015

15.1 Work Included

15.2 Measurement

15.3 Payment

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

SCOPE: This section covers the methods and procedures which will be used to measure the Contractor's work and to effect payment.

GENERAL: The general outline of the principal features of each item as listed does not in any way limit the responsibility of the Contractor for making a thorough investigation of the Drawings and Specifications to determine the scope of work under the entire Contract. Payment to the Contractor of the amounts based on the quantities of work as measured in accordance with the specified methods of measurement and the prices stipulated in the accepted proposal will constitute complete compensation for all work shown on the Drawings, provided in the specifications or other Contract Documents and all costs of accepting the general risks, liabilities and obligations expressed or implied. Payment under all items must include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, and materials and services (including overhead and profit), as well as performing all work required to accomplish and complete the work specified under each item and all other work required.

JOB ITEMS

Quantities: The quantities under Job items will not be measured except for the purpose of determining reasonable interim payments.

Interim Payments (or Progressive Payments): Interim payments will be made in accordance with the estimated value of work done as determined by the Contracting Officer Representative (COR) or as specified in this section, and in accordance with contract clause for payments.

BI DDI NG I TEMS

PART 1 MOBILIZATION AND DEMOBILIZATION - CLIN 0001

1.1 Work Included

Mobilization and demobilization.

1.2 Measurement

Job.

1.3 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Special Contract Clause PAYMENT FOR

MOBILIZATION AND DEMOBILIZATION.

PART 2 RIPRAP FOR EAST BANK SLOPE REPAIRS - CLIN 0002

2.1 Work Included

The work of this item must include but not be limited to labor, equipment, SECTION 01 22 00 Page 3 materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement for east bank slope repairs as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

2.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

2.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete placement as required by the drawings and specifications.

Payment authorized only when final placement has been completed and accepted by the government.

PART 3 RIPRAP FOR DREDGED MATERIAL MANAGEMENT AREA - CLIN 0003

3.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement for the dredged material management area outfall ditch and permanent notch as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

3.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

3.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete placement as required by the drawings and specifications.

Payment authorized only when final placement has been completed and accepted by the government.

SECTION 01 22 00 Page 4

PART 4 SPALLS - CLIN 0004

4.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement for east bank slope repairs as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

4.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

4.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to the plans and specifications.

PART 5 BEDDING - CLIN 0005

5.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement for east bank slope repairs and for the dredged material management area outfall ditch and permanent notch as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

5.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

5.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to the drawings and specifications.

SECTION 01 22 00 Page 5

PART 6 FILTER AGGREGATE - CLIN 0006

6.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement for the dredged material management area seepage berm and around the outlet structure pipe as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

6.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

6.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work according to the drawings and specifications.

PART 7 GRAVEL ROAD SURFACING - CLIN 0007

7.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, gradation testing, and performing all operations in connection with furnishing, transporting, and final placement as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

7.2 Measurement

Ton. Measurement for payment must be made in the presence of a Government inspector by weighing on approved scale provided by and at the expense of the Contractor. Weight certificates furnished by a public weigh master will be acceptable in lieu of such procedure when authorized by the Contracting Officer. Each weight slip must contain the following: date, unit number, gross weight, time of gross weight, tare weight, time of tare weight, name of project, contract number, name of Contractor and signature of weigher.

7.3 Payment

Payment for this item must be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the actual number of tons needed to complete the required work according to the plans and specifications.

SECTION 01 22 00 Page 6

PART 8 DISPOSAL OF UNSUITABLE MATERIAL - CLIN 0008

8.1 Work Included

The work includes all material, equipment, and labor necessary for final disposal of unsuitable material that cannot be used as subgrade or backfill material incidental to construction as specified herein and shown on the drawings. Payment authorized only when disposal has been completed and accepted by the government.

8.2 Measurement

Cubic yard. The volume must be determined from cross sections of the area, taken after clearing and grubbing operations have been completed and immediately before and after grading. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials disposed by the Contractor below the specified grade line will not be paid for unless determined as necessary by the COR, and the Contractor may be required to rebuild the foundation to the specified grade lines to avoid overruns in backfill materials.

8.3 Payment

Payment for this item must be the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the number of cubic yards removed in the accepted work.

PART 9 SILT FENCE BAFFLES - CLIN 0009

9.1 Work Included

The work of this item must include but not be limited to labor, equipment, materials, and performing all operations in connection with furnishing, transporting, and final placement and maintenance as required by the drawings and specifications. Payment authorized only when final placement has been completed and accepted by the government.

9.2 Measurement

Linear foot. The length of silt fence baffles installed will be measured along the final lines and grades placed in accordance with the drawings and specifications.

9.3 Payment

Payment for this item must be the unit price per linear foot as indicated on the Bidding Schedule multiplied by the number of linear feet installed in the accepted work.

PART 10 DISPOSAL OF EXISTING DRAINAGE STRUCTURE - CLIN 0010

10.1 Work Included

The work includes all material, equipment and labor necessary for disposal of the existing drainage structure as specified herein and shown on the drawings.

SECTION 01 22 00 Page 7

10.2 Measurement

Job.

10.3 Payment

Payment for this item must be by Job, on a progressive basis, based on the percentage of work completed. The Contractor must provide a detailed breakdown of Job items so that progress payments can be determined. If contractor fails to provide a detailed and measurable breakdown of job items, progress payments won’t be authorized. Final payment only will be issued upon completion and acceptance of CLIN work.

PART 11 ALL REMAINING WORK TO CONSTRUCT NEW OUTLET STRUCTURE AND OUTFALL

DITCH - CLIN 0011

11.1 Work Included

The work included in this item must include but not be limited to furnishing all labor, supervision, equipment, tools, subcontractors, and material needed to complete All Work To Construct New Outlet Structure and Outfall Ditch excluding other related CLINS. All remaining work must include but not be limited to: the new outlet structure and outfall ditch requiring the riser pipe, outlet pipe, slide gate; clearing, grubbing, topsoil stripping, excavation, backfill, seeding, and erosion control blanket; surveying; as-built drawings; and other miscellaneous items.

11.2 Measurement

Job.

11.3 Payment

Payment for this item must be by Job, on a progressive basis, based on the percentage of work completed. The Contractor must provide a detailed breakdown of Job items so that progress payments can be determined. If contractor fails to provide a detailed and measurable breakdown of job items, progress payments won’t be authorized. Final payment only will be issued upon completion and acceptance of CLIN work.

PART 12 DREDGING STA 34+50 TO 49+50 - CLIN 0012

12.1 Work Included

The work includes all material, equipment and labor necessary for dredging and movement of material to management area as specified herein and shown on the drawings.

12.2 Measurement

Cubic yard. The volume must be determined from bathymetric cross sections of the area, taken before and after dredging. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials removed by the Contractor below the specified grade line will not be paid for.

SECTION 01 22 00 Page 8

12.3 Payment

Payment for this item must be the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the number of cubic yards dredged in the accepted work.

PART 13 ALL REMAINING WORK TO CONSTRUCT DREDGED MATERIAL MANAGEMENT AREA -

CLIN 0013

13.1 Work Included

The work included in this item must include but not be limited to furnishing all labor, supervision, equipment, tools, subcontractors, and material needed to complete All Work To Construct Dredged Material Management Area excluding other related CLINS. All remaining work must include but not be limited to: construction of dredged material management area requiring clearing, grubbing, topsoil stripping, excavation, backfill, seeding, and erosion control blanket; surveying; as-built drawings; and other miscellaneous items.

13.2 Measurement

Job.

13.3 Payment

Payment for this item must be by Job, on a progressive basis, based on the percentage of work completed. The Contractor must provide a detailed breakdown of Job items so that progress payments can be determined. If contractor fails to provide a detailed and measurable breakdown of job items, progress payments won’t be authorized. Final payment only will be issued upon completion and acceptance of CLIN work.

PART 14 ALL REMAINING WORK TO REHABILITATE SPILLWAY APPROACH EAST BANK -

CLIN 0014

14.1 Work Included

The work included in this item must include but not be limited to furnishing all labor, supervision, equipment, tools, subcontractors, and material needed to complete All Work To Rehabilitate Spillway Approach East Bank excluding other related CLINS. All remaining work must include but not be limited to: rehabilitate spillway approach east bank requiring clearing, grubbing, topsoil stripping, excavation, backfill, seeding, and erosion control blanket; surveying; as-built drawings; and other miscellaneous items.

14.2 Measurement

Job.

14.3 Payment

Payment for this item must be by Job, on a progressive basis, based on the percentage of work completed. The Contractor must provide a detailed breakdown of Job items so that progress payments can be determined. If contractor fails to provide a detailed and measurable breakdown of job items, progress payments won’t be authorized. Final payment only will be issued upon completion and acceptance of CLIN work.

SECTION 01 22 00 Page 9

PART 15 DREDGING STA 49+50 TO 62+30 (OPTION 1) - CLIN 0015

15.1 Work Included

The work includes all material, equipment and labor necessary for dredging and movement of material to management area as specified herein and shown on the drawings.

15.2 Measurement

Cubic yard. The volume must be determined from bathymetric cross sections of the area, taken before and after dredging. Measurements will be made to the nearest one-tenth foot and volume determined to the nearest whole cubic yard. Materials removed by the Contractor below the specified grade line will not be paid for.

15.3 Payment

Payment for this item must be the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the number of cubic yards dredged in the accepted work.

SECTION 01 22 00 Page 10

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

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 CONTRACTOR PERFORMANCE EVALUATIONS

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

1.6 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.7 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 SETS FURNISHED

1.8.2 DISTRIBUTION

1.8.3 NOTIFICATION OF DISCREPANCIES

1.8.4 OMISSIONS

1.9 SUBMITTALS

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENT FOR MATERIALS STORED OFFSITE

1.11 AVAILABILITY AND USE OF UTILITY SERVICES

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 INSURANCE REQUIRED

1.14 CONTRACTOR QUALITY CONTROL (CQC)

1.15 NONDOMESTIC CONSTRUCTION MATERIALS

1.16 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.17 AS-BUILT DRAWINGS

1.18 PARTNERING

1.18.1 Team-Led (Informal) Partnering

1.19 PROFIT

1.20 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.21 DRAWING SCALES

1.22 CYBERSECURITY DURING CONSTRUCTION

1.22.1 Contractor Computer Equipment

1.22.1.1 Operating System

1.22.1.2 Anti-Malware Software

1.22.1.3 Passwords and Passphrases

1.22.1.4 Contractor Computer Cybersecurity Compliance Statements

1.22.2 Temporary IP Networks

1.22.2.1 Network Boundaries and Connections

1.22.3 Government Access to Network

1.22.4 Temporary Wireless IP Networks

1.22.5 Passwords and Passphrases

1.22.6 Contractor Temporary Network Cybersecurity Compliance

Statements

SECTION 01 30 00.24 Page 1

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

PART 1 GENERAL

Attachments:

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.usace.army.mil/Cost-Engineering/EP1110-1-8/ .

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

a.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. Obtain and provide 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. Use the electronic payroll service to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract. Use an electronic payroll service capable of preserving these payrolls and related basic records for the required three years after contract completion. 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.

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;

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

SECTION 01 30 00.24 Page 3

(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. Provide this durable record copy of data from the electronic payroll processing system to the Government during contract closeout.

d. Include all Contractor-incurred costs related to the Contractor's provision and use of an electronic payroll processing service in the Contractor's price for the overall work under the contract. Do not include the costs for compliance with the Wage Rate Requirements statute by using electronic payroll processing services as 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 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.For construction contracts valued at or above $750,000.00, 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 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

SECTION 01 30 00.24 Page 4

Authorities (ECA) vendor. Current information about the PKI certification process and contacting vendors can be found on the web site:

https://www.cpars.gov .

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

1. Gener al secur i t y r equi r ement s and gui dance:

The security requirements described below apply to all contract personnel (including employees of the prime Contractor ("Contractor") and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements.