W9128F22B0013 Little Beaver Bay Cultural Bank Stabilization specs.pdf

SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F22B0013

Little Beaver Bay Cultural Bank Stabilization Lake Sakakawea, ND

July 2022

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 12 00 CONSTRUCTION GENERAL

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 41 26.06 24 (NORTH 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 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 92 19 SEEDING

-- End of Project Table of Contents --

Cultural Stabilization Project Little Beaver Bay, ND GRA6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 CONTRACT DRAWINGS

1.2.1 Specifications

1.3 WORK SCHEDULING

1.4 Site Condition Requirements

1.5 OCCUPANCY OF PREMISES

1.6 EXISTING WORK

1.7 ON-SITE PERMITS

PART 2 PRODUCTS

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes the following work items at the Little Beaver Bank Stabilization site; Basic Items are to place a rip rap section of 940 LN FT of shoreline protection consisting of earth embankment, geotextile, and stone at the location indicated on the drawings. Work will require disposal of cut material, subgrade preparation, placement of fill material, placement of riprap, seeding and reclamation of riprap storage area, and incidental related work. See Bidding Schedule for quantities.

1.1.2 Location

The Little Beaver Bay Bank Stabilization site is located at the Little Beaver Bay Recreational Area in the NE 1/4 of Section 23, T154N, R95W in Williams County, ND approximately 42 miles east of Williston, ND on the North shore of Lake Sakakawea. The project site is located 4 miles south of HWY 1804. See attached location map. The exact location will be shown by the Contracting Officer's Representative.

1.2 CONTRACT DRAWINGS

The following location map and drawings accompany this specification and are a part thereof. Note that all contract drawing elevations are in North Dakot State Plane Coordinates (North Zone 3301), Datum - NAD83 (CONUS), US Survey Feet. NAVD88 Vertical Datum.

Contractor shall immediately check furnished drawings and notify the Government of any discrepancies.

1.2.1 Specifications

Technical specifications listed below cover the required work:

BID SCHEDULE

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

31 00 00 EARTHWORK

31 05 19 GEOTEXTILES

32 92 19 SEEDING

1.3 WORK SCHEDULING

Normal duty hours for work shall be from 7:00 a.m. to 7:00 p.m., Monday through Friday. Requests for additional work shall require written approval from the Contracting Officer 7 days in advance of the proposed work period. Construction activities on site will not be permitted between April 15th and September 5th to avoid disturbances to most endangered

SECTION 01 11 00 Page 2 species, as well as disturbance to recreational activity within the campground.

1.4 Site Condition Requirements

Due to the cultural sensitivity of the site, care must be taken to minimize ground disturbance. All work shall be conducted below the high bank and along the shoreline. No bank material or material from the toe shall be used for construction of the embankment slope. The cut materials shall be hauled and placed where the borrow fill material is taken from the Government specified borrow location. Construction and hauling traffic shall remain on the current gravel access road to the boat ramp. The Contractor shall create a ramp to access the shoreline in a location approved by the COR, while taking care not to excavate bank material and not damage the existing boat ramp. Contractor shall repair all damages incurred to the site and shall restore the site to a minimum of its pre-construction condition.

1.5 OCCUPANCY OF PREMISES

Before work is started, the Contractor shall arrange with the Contracting Officer's Representative a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, roads, and parking areas. Stockpile location stripping and reseeding as needed.

This construction site is immediately adjacent to an active recreational campground managed by the Williams County Water Resource District Board, which maintains the boat ramp and access road within the site. All care shall be taken to ensure no further degradation of the site due to construction activities. At times a project archeologist will be onsite to witness ground disturbing activities necessary to perform the construction of the site.

1.6 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.7 ON-SITE PERMITS

Utility Outage Requests and Utility Connection Requests

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contractor is responsible for marking and verifying all utilities not marked. The Contractor shall verify the elevations of existing utilities, and any type of underground obstruction not indicated or specified to be removed.

SECTION 01 11 00 Page 3

PART 2 PRODUCTS

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

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

1.4 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 Ramps

1.8 PUBLIC ROADS

1.8.1 Traffic Control Devices

1.8.2 Road Closure

1.8.3 State and Federal Highways

1.8.4 State and Local Public Roads

1.9 COOPERATION WITH OTHER CONTRACTORS

1.10 WINTER WORK

1.11 SUBMITTALS

1.12 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

1.13 WARRANTY OF CONSTRUCTION (MAR 1994)

1.14 TELEPHONE/INTERNET

1.15 PORTABLE TOILETS

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

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.

The Contractor will be required to document pre-site conditions with the COR and take photos of all site areas, provide photo documentation to COR prior to start of construction.

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

SECTION 01 12 00 Page 2 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. The Contractor shall use (and reference in all as-built data) project stationing as described on the contract drawings. The design CADD files will be provided after notice to procede to be used for laying out the project's horizontal and vertical control. In addition, a licensed land surveyor shall provide a final earthwork survey (i.e. to include major breakpoints, top of bank, toe of slopes, profile, bottom of cut area, top of embankment fill after earthwork is complete for government review and approval to verify the reshaping is completed in accordance to the dimensions and cross sections shown in the drawings) prior to placement of riprap. These surveys shall provide and verify both horizontal and vertical project control. This survey shall be used for final as-built embankment profile and cross section, 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). The initial and final surveys will also be used to calculate final quantities for riprap placement, excavation, fill and geotextile placement, etc. from the initial survey to subgrade (cut and fill) and final grade (riprap).

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, 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.

SECTION 01 12 00 Page 3

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) plan(s) 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 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 including the Williams County Water Resource District Board, 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 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 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.

SECTION 01 12 00 Page 4

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 Road Closure

At each location designated by the Contracting Officer and where safe operation requires the closing of roads, streets or other travel arteries leading to the work under this contract, the Contractor shall furnish all appropriate traffic control devices to provide safety for motorists, bicyclists, pedestrians, workers, enforcement/emergency officials, and equipment during construction as required by MUTCD. Arrangements for closure of roads, streets or other travel arteries shall be made by the Contractor with local State, County or City officials. The Contractor shall notify the appropriate official in writing at least ten (10) days in advance of the date desired to close a road to traffic and shall furnish a copy of the agreement and approved Temporary Traffic Control plans to the Contracting Officer prior to closure.

1.8.3 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.

1.8.4 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.

1.9 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate work with that of the State and others (public and private) 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

SECTION 01 12 00 Page 5 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 WINTER WORK

No separate payment will be made for winterizing or other protective measures that are required for the Contractor to maintain the scheduled progress. Special requirements for the placement of concrete or embankment in cold weather are covered in the applicable sections of these specifications.

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-GPO

Progress Charts; G-GPO

Construction Right-of-Way

(Right-of-Way Agreements)

State and Federal Highways

(Agreements for hauling on highways)

State and Local Public Roads

(Agreements for hauling on roads)

Temporary Traffic Control (TTC); G, GPO

Pre-Site Conditions; G, -GPO

SD-11 Closeout Submittals

Warranty of Construction

(List of warranties with copy of each)

1.12 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

To be submitted in accordance with the SECTION 00 72 00, GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Schedule for Construction Contracts" shall indicate the required data for each of the principal features of the work. Contract changes or modifications will not include extensions of time unless the updated progress chart shows that the

SECTION 01 12 00 Page 6 contract completion date is delayed due to the affect of the change on one or more principal features of the work.

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.

(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.

SECTION 01 12 00 Page 7

(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 TELEPHONE/INTERNET

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

1.15 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.

1.16 FEDERAL HOLIDAYS AND WORKING HOURS

The Contractor will have access to the facility for work during normal plant business hours from 0700 to 1900 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 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.

SECTION 01 12 00 Page 8

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 12 00 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SCOPE

1.2 PAYMENT FOR WORK

1.3 LUMP SUM ITEMS

1.3.1 Quantities

1.3.2 Interim Payments

PART 2 BID ITEMS - INSTALL RIPRAP

2.1 WORK INCLUDED

2.2 MEASUREMENT

2.3 PAYMENT

PART 3 BID ITEMS - INSTALL GEOTEXTILE FABRIC

3.1 WORK INCLUDED

3.2 MEASUREMENT

3.3 PAYMENT

PART 4 BID ITEMS - EMBANKMENT (FILL) MATERIAL

4.1 WORK INCLUDED

4.2 MEASUREMENT

4.3 PAYMENT

PART 5 BID ITEMS - REMOVAL OF CUT MATERIAL

5.1 WORK INCLUDED

5.2 MEASUREMENT

5.3 PAYMENT

PART 6 BID ITEMS - ALL REMAINING WORK

6.1 WORK INCLUDED

6.2 MEASUREMENT

6.3 PAYMENT

SECTION 01 22 00.00 10 Page 1

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SCOPE

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

1.2 PAYMENT FOR WORK

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 shall include, but not necessarily be limited to, compensation for furnishing all supervision, labor, equipment, 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.

1.3 LUMP SUM ITEMS

1.3.1 Quantities

The quantities under lump sum items will not be measured except for the purpose of determining reasonable interim payments.

1.3.2 Interim Payments

Interim payments will be made in accordance with the estimated value of work done as determined by the COR or as specified in this section, and in accordance with contract clause for payments.

PART 2 BID ITEMS - INSTALL RIPRAP

2.1 WORK INCLUDED

The work includes all material, equipment and labor used for placement of Government supplied riprap to the lines and grades shown on the drawings.

Work includes all other necessary operations to haul and place all riprap material.

2.2 MEASUREMENT

Per cubic yard. Riprap will be measured for payment by the number of cubic yards of material satisfactorily placed as shown on the drawings and indicated on the bidding schedule. The Contractor shall conduct surveys of

SECTION 01 22 00.00 10 Page 2 placed riprap areas before and after riprap is placed to determine cubic yards placed. Cubic yards shall be determined by using the average area end method computed from cross sections. The riprap tolerance for measurement shall be +/- 6 inches.

2.3 PAYMENT

Payment for Riprap shall be based on the unit price per cubic yard as indicated on the Bidding Schedule multiplied by the number of cubic yards needed to complete the required work according to drawings and specifications.

PART 3 BID ITEMS - INSTALL GEOTEXTILE FABRIC

3.1 WORK INCLUDED

Work includes all plant, labor, material, and equipment and performing all operations necessary for the complete and satisfactory installation of the Government supplied geotextile fabric as shown on the drawings and specifications.

3.2 MEASUREMENT

Lump Sum. Estimated quantity of square yards of installation includes the 6 feet of tie in at the top of riprap and the toe of riprap as shown in the cross sections. Payment for the following items is included in the contract lump sum price for "geotextile fabric" and shall not be counted a second time in the process of determining the extent of geotextile placed:

a. material and associated equipment and operation used in laps, seams, or extra length;

b. securing pins and associated material, equipment, and operations;

c. material and associated equipment and operations used to provide cushioning layer of sand or gravel or both to permit increase in allowable drop height of stone. No payment shall be made for geotextiles replaced because of contamination or damage due to Contractor fault or negligence.

3.3 PAYMENT

Payment for Geotextile Fabric shall be made on a progressive basis, based upon the amount of work completed.

PART 4 BID ITEMS - EMBANKMENT (FILL) MATERIAL

4.1 WORK INCLUDED

The work includes all material, equipment and labor used for placement and shaping of Embankment Fill Material to the lines and grades shown on the drawings. Borrowing, hauling and compaction to include all other necessary operations to excavate, haul, place, shape and compact all Embankment Fill Material. See specification section 31 00 00 titled: Earthwork.

SECTION 01 22 00.00 10 Page 3

4.2 MEASUREMENT

Per Cubic Yard. Measurement will be on cubic yards placed as fill as shown on the drawings and quantities indicated on the Bidding Schedule. The Contractor shall conduct surveys of placed fill areas before and after fill is placed to determine cubic yards placed. Cubic yards shall be determined by using the average area end method computed from cross sections.

4.3 PAYMENT

Payment for Embankment Fill Material shall be based on the unit price per Cubic Yard placed as indicated on the Bidding Schedule multiplied by the number of Cubic Yards needed to complete the required work for Embankment fill according to drawings and specifications.

PART 5 BID ITEMS - REMOVAL OF CUT MATERIAL

5.1 WORK INCLUDED

The work includes all material, equipment and labor used for removal of cut material to the lines and grades shown on the drawings. Work to include all other necessary operations to excavate, haul, place, shape and compact all cut material in place of removed borrow material from the fill borrow site.

Removal of any unsatisfactory materials shall be included. See specification section 31 00 00 titled: Earthwork.

5.2 MEASUREMENT

Per Cubic Yard. Measurement will be on cubic yards removed as shown on the drawings and quantities indicated on the Bidding Schedule. The Contractor shall conduct surveys of cut areas before and after cut material is removed to determine cubic yards removed. Cubic yards shall be determined by using the average area end method computed from cross sections.

5.3 PAYMENT

Payment for cut material shall be based on the unit price per Cubic Yard removed as indiciated on the Bidding Schedule multiplied by the number of Cubic Yards needed to complete the required work.

PART 6 BID ITEMS - ALL REMAINING WORK

6.1 WORK INCLUDED

The work for this item shall include but not be limited to furnishing all labor, equipment, and material needed to complete all remaining work not covered under Bid Items Installation of Riprap, Installation of Geotextile Fabric, Embankment (Fill) Material, and Embankment (Cut) Material. All remaining work shall include specified work related but not limited to:

mobilization; de-mobilization; stripping for borrow material and salvaging topsoil for later re-topsoiling borrow area, and spreading topsoil at riprap area; tree and vegetation removal; construction access; traffic signage, restoration of disturbed areas; seeding; environmental protection measures; quality control sampling and testing; submittals; daily reporting; surveying, "As-Built" Plans, and any other incidental and customarily performed work needed to complete the work not covered under previously listed Bid Items.

SECTION 01 22 00.00 10 Page 4

6.2 MEASUREMENT

Job.

6.3 PAYMENT

Payment shall be made on a progressive basis, based on the amount of work completed.

SECTION 01 22 00.00 10 Page 5

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 SCHEDULES

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 PAYMENT

1.9.1 PROMPT PAYMENT ACT

1.10 AVAILABILITY AND USE OF UTILITY SERVICES

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.12 INSURANCE REQUIRED

1.13 CONTRACTOR QUALITY CONTROL (CQC)

1.14 NONDOMESTIC CONSTRUCTION MATERIALS

1.15 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.16 AS-BUILT DRAWINGS

1.17 GOVERNMENT-FURNISHED PROPERTY

1.18 PARTNERING

1.19 PROFIT

1.20 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.21 DRAWING SCALES

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

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.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. 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. The electronic payroll service must be 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.

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;

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

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(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 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

SECTION 01 30 00.24 Page 3 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 .

1.5 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. Submit a complete, updated and signed, list of all Contractor and subcontractor personnel, including their titles and intended working hours, who will be working on site prior to start of work. This listing shall be revised and resubmitted when personnel changes occur.

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.

1.6 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES SCHEDULES

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 and liquidated damages schedules. Accomplish this work during the first seeding, period and the specified maintenance period following the completion date.

1.7 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

No work will be required at the construction site during the period 15 April through 05 September inclusive due to endangered species spanning during this period. Additionally no work will be required at the construction site during the period 30 November through 15 April. The days in this period have been included in computing the calendar days for completion of the work. The Contractor may perform work at the site during all or any part of this period upon giving prior written notice to the Contracting Officer. Working during this non-work period requires approval by the Contracting Officer. No time extensions will be granted for delays during this period.

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1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance 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. 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. The Contractor shall be responsible for making copies of all plans and specifications as needed for the duration of the contract.

1.8.2 DISTRIBUTION

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.

1.8.3 NOTIFICATION OF DISCREPANCIES

Check all 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. Advise sub-contractors of the above. Compare all drawings and verify the figures before laying out the work and take responsibility for any errors which might have been avoided thereby.

1.8.4 OMISSIONS

Omissions from the drawings or specifications or the misdescription of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, does not relieve the Contractor from performing such omitted or misdescribed details of the work but work must be performed as if fully and correctly set forth and described in the drawings and specifications.

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

Pay requests authorized in GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Payments Under Fixed-Price Construction Contracts", will be paid pursuant to the clause, "Prompt Payment for Construction Contracts". Submit pay requests on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses must be submitted with the ENG Form 93, and the required certification included on the last page of the ENG Form 93a, signed by an authorized contractor official and dated when signed. The designated billing office is the Office of the Project Engineer.

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1.10 AVAILABILITY AND USE OF UTILITY SERVICES

Use of public and private utilities will be as found available. Make arrangements for use of public and private utilities.

1.11 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default:

(Fixed-Price Construction)." In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

(2) The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the contractor.

b. The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 23 Feb 17 Mar 13 Apr 4 May 3 Jun 6 Jul 3 Aug 4 Sep 4 Oct 3 Nov 12 Dec 20

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the RMS daily CQC report, any occurrence of adverse weather and resultant impact to normally scheduled work, within 24 hours of the event. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. Describe in the RMS daily CQC reports the critical path item that is being affected and provide the critical path activity number(s) from the current schedule. The COR must acknowledge and accept the agreed upon occurrence of each adverse weather delay in RMS for the delays to be considered as adverse weather delays.

SECTION 01 30 00.24 Page 6

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically from the first to the last day of each month, and recorded as full days.

If the number of actual adverse weather delay days exceeds the number of days anticipated in paragraph b. above, the Contracting Officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Default (Fixed Price Construction)". (ER 415-1-15)

1.12 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," procure the following minimum insurance:

Type Amount

Workmen's Compensation and Employer's Liability Insurance $100,000

General Liability Insurance $500,000 per occurrence

Automobile Liability Insurance Bodily injury $200,000 per person and $500,000 per occurrence Property damage $ 20,000 per occurrence

(Coverages per FAR 28.307-2)

1.13 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.14 NONDOMESTIC CONSTRUCTION MATERIALS

The list of excepted nondomestic construction materials or their components referenced in the Buy American Construction Material Contract Clauses includes the list set forth in paragraph 25.104 of the Federal Acquisition Regulation.

1.15 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract,…