FR _Specs _Rehab_Driveway _5-1-15.pdf

Rehab Maintenance Facility Driveway & Parking Lot OMPARKING

SECTION 01 11 00

SUMMARY OF WORK

08/11

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes removal of approximately 2,870 square yards of road asphalt 3-4" thick from the Maintenance Facility driveway and parking lot.

The asphalt material will either be milled down for reuse on future asphalt work or hauled to the Bone Yard. The revised design of the driveway and parking lot existing sub-base will be cut and or filled to the elevation indicated on the drawings and compacted, while new sub-base will have 6" of compacted gravel. Other work will include removal of three (3) street lights, three (3) electrical pedestals and bollards and remove/replace a sidewalk approximately 98' long 6' wide. A 6" deep, 3" wide trench approximately 120' long will be made under the sidewalk and extend approximately 20' North for installation of a government furnished junction box. COE personnel will install electrical conduit prior to the contractor backfilling and compacting the trench and sidewalk sub-base and incidental related work.

1.1.2 Location

The work shall be located at the Fort Randall Maintenance Facility, shown on the project drawings. The exact location will be shown by the Contracting Officer.

1.2 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.3 EXISTING WORK

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

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. 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.

SECTION 01 11 00 Page 1

1.4 LOCATION OF UNDERGROUND UTILITIES

Locating and designating underground utilities will be the responsibility of the contractor. The contractor must Obtain any necessary digging permits prior to start of excavation. The contractor may coordinate with COE personnel to determine approximate locations of sewer and electrical lines.

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground and paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.]

1.4.1 [Enter Appropriate Subpart Title Here]

Notify the Contracting Officer at least [72 hours] prior to starting excavation work.

1.5 [Enter Appropriate Subpart Title Here]1.5.1 [Enter Appropriate Subpart Title Here]

1.6 GOVERNMENT-INSTALLED WORK

Coordinate with the Contracting Officer to schedule work being done by government employees at least 1 week in advance.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be stock piled, delivered, and off-loaded at the Government designated storage area located within 1 mile of the construction site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

PART 3 EXECUTION

3.1 Asphalt Removal

Removal of the existing asphalt parking lot will be limited to the area shown on the plans. Means of removal is at the discretion of the contractor with the approval of the Contracting Officer. Submit a detailed demo plan detailing equipment, means and methods.

3.2 Concrete Sidewalk Removal

Removal of the existing concrete sidewalk will be limited to the area show on the plans. Means of removal is at the discretion of the contractor with the approval of the Contracting Officer. Submit a detailed demo plan

SECTION 01 11 00 Page 2 detailing equipment, means and methods.

3.3 Stockpile Asphalt and Concrete

3.3.1 Stockpiling

Keep all materials separated and clear of construction debris. The asphalt and concrete shall be separated into 2 separate piles. The asphalt and concrete will be hauled to a designated site shown on the drawings. Necessary access permits to the disposal area will be given to the contractor by the Contracting Officer.

3.4 Electric Pedestals and Bollards

3.4.1 Removal

Remove the existing electric pedestals and bollards within the existing parking lot. Remove all existing wire and conduit running to the pedestals.

Cap any abandoned conduit and show on the as-builts the location of the end of the conduits. Disposal of all electrical materials are the responsibility of the contractor.

3.4.2 Installation

Trench out the area needed to place COE installed conduits. Ensure all sweeps are protected throughout the remaining project at all times, any damage to the sweeps must be corrected by the contractor before completion.

3.5 Asphalt subgrade

Cut and/or fill material on existing subgrade and compact to elevations indicated on the drawings. Any new sub-base will require a minimum of 6" of compacted gravel.

3.6 Concrete Sidewalk

Excavate/fill material to bring the sidewalk subgrade to the final elevation shown on the drawings. Follow specification sect. 32 16 13 CONCRETE

SIDEWALKS AND CURBS AND GUTTERS

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

[Attachments: Standard Sign Detail]

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 herewithin. 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 CONTRACT CLAUSES clause entitled "Operations and Storage Areas."

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

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

Existing utility lines that are shown on the drawings or the locations are otherwise made known to the Contractor shall be protected from damage, and if damaged, shall be repaired by the Contractor at no additional expense to the Government. In the event that the Contractor damages any existing utility lines that are not shown or the locations of which have not been made known to the Contractor, report thereof shall be made immediately to the Contracting Officer. If the Contracting Officer determines that repairs shall be made by the Contractor, such repairs will be ordered under CONTRACT CLAUSES clause entitled "Changes." The Contractor will be responsible for the protection of structures from any structural damage during the construction operations. Roads and surfaces shall be protected from damage by the work or if damaged shall be repaired with equal materials at no additional expense to the Government. At all times the plant and work areas shall be kept in a condition conducive to safety of workmen and the public and neat in appearance. Waste or surplus materials shall not be allowed to accumulate in the construction areas.

SECTION 01 12 00 Page 1

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.

1.3.2 Interruption of Electric Power

If it is necessary to cut off power in electrical lines that pass through construction areas, it shall be the Contractor's responsibility to make the necessary arrangements with the COE personal for placing clearances.

1.3.3 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 incomplete pipe outlets and other structures in such conditions as to not interfere with the natural drainage from areas served by these pipes or structures.

1.3.4 Dust Control and Removal

Special measures shall be taken to minimize air-borne dust in work areas.

Dust shall not be allowed to accumulate about the powerhouse in general.

Return air ducts for heating, ventilating and air conditioning shall be blocked, where practicable, or equipped with filters in areas where dust is being produced or agitated. Removal of dust shall be by sweeping with dust wetted down or overlain with sweeping compound, or by vacuum cleaner as approved. Where air-borne dust in objectionable amount is unavoidable, equipment, which contain commutators, contactors, bearing, etc., shall be covered. Adequate air filters shall be provided in covers over equipment which requires circulation of air while operating. Dust shall be removed daily on a continuing basis during the life of this contract. Dust shall be removed as directed from the interior of equipment housed in cabinets by method approved by the Contracting Officer.

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 his own 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.

SECTION 01 12 00 Page 2

1.5 DIVERSION AND CARE OF WATER

Full responsibility for the diversion and care of water from whatever source, including direct rainfall, surface runoff and sources outside of the construction area shall be borne by the Contractor until completion of work under this contract. The Contractor shall make his own investigation and determination of existing and anticipated conditions concerning care of water. Plans for diversion and care of water during construction of the structure shall be submitted, within 10 calendar days after receipt of Notice to Proceed, for the approval of the Contracting Officer and shall show location, material and method for dewatering the work area and disposal of the water. The area to be occupied by the new structure shall be unwatered and maintained in a "dry" condition until the concrete slabs and walls have been placed satisfactorily and cured in an approved manner.

Diversion of the water shall be accomplished without additional disturbance of in-place bank material beyond the limits necessary for placement of the structures.

1.5.1 Payment

Payment for diversion and care of water will be made at the contract lump sum price for "Diversion and Care of Water," which price shall constitute full compensation for all costs of diversion and care of water.

1.6 DRAINAGE

The Contractor shall provide and maintain ditches, dikes, and other facilities within and adjacent to the work areas, to divert water from surface and subsurface flow away from work in place or under construction by this and other contracts to prevent damage and interference. The basis for design, location, type and size of drainage facilities are subject to review and approval prior to construction.

1.7 Project Survey and Layout

In addition to the requirements of FAR 52.236-17 Layout of Work, the contractor shall work with COE personnel to ensure proper elevations are met according to the drawings. Contractor shall coordinate with COE personnel at a minimum of 72 hours in advance of needed survey support.

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

1.8 DISPOSITION OF CONSTRUCTION FACILITIES

All constructed, staging and equipment areas established 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 effected areas by the Contractor for his own use shall be restored to pre-construction or better conditions.

SECTION 01 12 00 Page 3

1.9 ACCESS ROADS AND HAUL ROADS

1.9.1 Access Roads

Access roads as required for the execution of the work shall be maintained (including sprinkling for dust control, safety personnel, signals and control) within the work areas assigned to the Contractor. Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall be responsible for repair of damage to existing roads caused by his operation.

1.9.2 Haul Roads

The Contractor shall construct haul roads as necessary for the conduct of the work without additional cost to the Government. The Contractor shall arrange his hauling operations so as to cause a minimum interference with traffic and shall furnish flagmen and other facilities as required to avoid additional hazards to the public. 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 signs, 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 his property. 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.

1.9.3 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 his own 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.

SECTION 01 12 00 Page 4

1.9.4 Ramps

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

1.9.5 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.

1.10 PUBLIC ROADS

1.10.1 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.

1.10.2 [Enter Appropriate Subpart Title Here]

1.10.3 Traffic Control

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

1.10.4 Operations

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

1.10.4.1 Signalmen/Flagmen

The Contractor shall provide flagmen when:

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

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

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

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

1.10.5 Barricades

At each location designated by the Contracting Officer and where safe

SECTION 01 12 00 Page 5 operation requires the closing of roads, streets or other travel arteries leading to the work under this contract, the Contractor shall maintain a heavy plank barricade or other effective barrier during construction.

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 he desires to close a road to traffic and shall furnish a copy of the agreement to the Contracting Officer prior to closure. A satisfactory sign shall be placed on each barricade stating that the artery is closed. The cost of barricades shall be at the expense of the Contractor.

1.10.6 State and Federal Highways

Where the Contractor hauls across or on State or Federal highways, he 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.

1.10.7 State and Local Public Roads

(a) Load Limits:

[The North Dakota Highway Commission 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. ]

[Nebraska does not require a permit on State or Federal Highways provided the load is within legal limits. A permit from the Nebraska Department of Roads is required for overloads. Copies of such overload permits shall be furnished to the Contracting Officer before the Contractor begins hauling on these highways. ]

(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.

1.10.8 City Streets

Where the Contractor intends to cross or to use city streets for haul roads he 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.

1.10.9 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

SECTION 01 12 00 Page 6 alterations of utility lines and the continuation of service during construction as covered by the plans and specifications.

1.10.10 Railroad Crossings

Temporary access and haul road grade crossings over railroad tracks, as requested by the Contractor, shall be constructed and removed by the railroad forces at the expense of the Contractor. Grade crossings constructed for the Contractor by the owner railroad and temporary grade crossings shall be covered by insurance in the amounts specified in Section 01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS, paragraph:

Insurance on Railway Right-of-Way.

1.11 COOPERATION WITH OTHER CONTRACTORS

The Contractor shall cooperate and coordinate his 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 his work with others to avoid undue interference and shall conduct his 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. [Specifications and drawings showing work under other contracts are available for examination at the Corps of Engineers District Office, [1616 Capitol Avenue, Omaha, Nebraska 68102-1618], or at the Office of the Area Engineer.]

1.12 AREA USE SCHEDULE

(a) General:

The purpose of this paragraph is to supplement and expand the information and requirements as shown on the Area Use Plan drawing. Other contractors have been assigned adjacent areas and the Contractor shall be responsible for investigating the site to determine the existing areas and conditions.

Close cooperation by all contractors will be required in all joint-use areas and of the common boundaries of areas to facilitate the orderly and timely construction of all contracts.

(b)Area A: (etc.)

1.13 [Enter Appropriate Subpart Title Here]

[(a) General:

The purpose of this paragraph is to outline specific requirements for the times for constructing and completing the various features of work. This is necessary so that other work may begin while this contract is in force and to make certain features available for usage prior to completion of the total work. The specific features shall be scheduled for priority construction so that the dates specified for completion will be met.][]

(b) Area A: (etc.)

1.14 COORDINATION AND OUTAGES

The Contractor's employees shall not open, close or tamper with switches, SECTION 01 12 00 Page 7 valves or control devices for existing installed equipment. Only authorized Government personnel will be allowed to open or close existing switches, valves and control devices to enable the Contractor to work on existing equipment. Work shall be coordinated and scheduled to reduce the "Outage" time of operating equipment or systems to a minimum. Work in the proximity of exposed energized equipment such as in the switchyard or work involving connections to existing energized or operating equipment or systems shall perform only under the Safe Clearance Procedures. The Contractor will be instructed by the Contracting Officer in the proper procedure for requesting clearances. Only qualified supervisory personnel will be permitted to request clearances. Request for "Outage" shall be made by the Contractor to the Contracting Officer in each instance and in sufficient time to permit adjusting power plant operations, and to coordinate outages with the dispatching agency. Scheduling of "Outage" will be subject to the approval of the Contracting Officer.

1.15 UNLOADING, HANDLING AND STORAGE

(a) Unloading:

The Contractor shall be responsible for prompt acceptance on delivery, and shall pay all demurrage charges for delay in release of railroad cars.

When practical he shall check material and equipment received against shipping lists; however, he shall not open shipments which are provided with protective coverings for storage until such materials and equipment are needed unless the shipment indicates possible damages. Protective coverings on damaged shipments shall be replaced or repaired by the Contractor after inspection. Shipments which are stored when received shall be opened when needed and checked against the shipping list in the presence of the Contracting Officer's representative. Any shortage shall be reported to the Contracting Officer.

(b) Handling:

The Contractor shall exercise due care in the unloading, hauling and handling of materials and equipment and shall make use of special handling means provided by the manufacturer. Care shall be taken not to damage materials and equipment during handling.

(c) Storage:

The Contractor shall be responsible for the care and storage of material and equipment including Government-furnished property and they shall be stored in a suitable manner to protect them from the elements, pilfering, distortion, or any other damage. Immediately after unloading Government-furnished items, all spare parts and maintenance items not required for installation shall be clearly tagged or otherwise identified and shall be stored where directed by the Contracting Officer. If these items cannot be clearly ascertained during unloading of large crates and boxes, delivery to the Government storage area may be delayed until such are individually inspected. All costs incurred by the transfer of spare parts to permanent storage shall be included in the applicable contract price.

1.16 SUBMITTALS

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

submittals not having a "G" designation are for information only. When

SECTION 01 12 00 Page 8 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

Progress Charts; G-AO

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

SD-02 Shop Drawings

Care of Water; G-AO

Traffic Control; G-AO

SD-11 Closeout Submittals

Warranty of Construction

List of warranties with copy of each

1.17 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

To be submitted in accordance with the 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 contract completion date is delayed due to the affect of the change on one or more principal features of the work.

1.18 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

SECTION 01 12 00 Page 9 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.

(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)

SECTION 01 12 00 Page 10

1.19 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.]

1.20 As-Built Drawings

The Contractor shall provide a marked-up half size drawing to show actual work performed to include necessary sketches, elevations, dimensions, slopes, drainage, etc. The drawing(s) shall be maintained by the contractor as the work progresses and available for review by the government representatives. The marked-up as-built drawings shall be submitted for approval at the completion of the project.

PART 2 NOT USED

PART 3 NOT USED

SECTION 01 12 00 Page 11

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 05/14

PART 1 GENERAL

Attachments:

General Wage Decision No[s]. SD150009 01/02/2015 SD9

1.1 COMPLETION OF WORK

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

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

WORK (APR 1984).

1.2 CONTRACTOR PERFORMANCE EVALUATIONS

Federal Acquisition Regulation (FAR) Subpart 36.201(Evaluation of Contractor Performance) requires evaluation of the construction contractor's performance throughout the contract period of performance. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering and Construction Bulletin 2014-13 to fulfill this FAR requirement. For construction contracts valued at or above $650,000.00, 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 Authorities (ECA) vendor.

Current information about the PKI certification process and contacting vendors can be found on the web site: https://www.cpars.gov.

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

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

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

1. 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

SECTION 01 30 00.24 Page 1 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.

13. Will be Escorted in Areas Where They May be Exposed to Classified and/or Sensitive Materials and/or Sensitive or Restricted Areas

If applicable, all contract employees, including subcontractor employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

15. Pre-Screen Candidates using E-Verify Program

The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.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 enrollment 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.

1.5 EXCEPTION TO COMPLETION[ TIME] AND LIQUIDATED DAMAGES[ SCHEDULES]

In case the Contracting Officer determines that seeding, sodding, and/or planting and/or the specified maintenance thereof is not feasible during the construction period, such work will be excepted from the completion time and liquidated damages][ completion and liquidated damages schedules.

This work shall be accomplished during the first seeding, sodding, and/or planting period and the specified maintenance period following the completion date.

1.6 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

No work will be allowed at the construction site during the period 15 October through 1 May inclusive. 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 shall require approval by the Contracting Officer. No time extensions will be granted for delays during this period.

1.7 BUY AMERICAN STATUTE

1.7.1 General Requirements

The Contractor shall obtain materials in compliance with the Buy American

SECTION 01 30 00.24 Page 2 statute per the requirements of Section 00 72 00 GENERAL CONDITIONS (CONTRACT CLAUSES). The Buy American Clauses to be utilized for this contract are based on the estimated acquisition value of the solicitation[ for all Basic and Options items]. Buy American statute clauses are listed below:

[FAR 52.225-9 BUY AMERICAN-CONSTRUCTION MATERIALS and FAR 52.225-10 NOTICE OF BUY AMERICAN REQUIREMENT-CONSTRUCTION MATERIALS are applicable For Contracts less than $7.864 million.]

[FAR 52.225-11 BUY AMERICAN-CONSTRUCTION MATERIALS UNDER TRADE

AGREEMENTS (For Contracts more than $7.864 million)[ ALTERNATE I (For Contracts between $7.864 and $10.335931 Million)] and FAR 52.225-12

NOTICE OF BUY AMERICAN REQUIREMENT-CONSTRUCTION MATERIALS UNDER TRADE

AGREEMENTS (Applicable with FAR 52.225-11)[ ALTERNATE II (For Contracts Between $7.864 and $10.335931 Million).]]

1.7.2 Exceptions

The Contracting Officer has determined foreign construction materials listed below may be acquired without regard to the restrictions of the Buy American statute:

Carbon Monoxide Detectors Fluorescent Lamps Composting Toilet Type A (woven mat) Bank Stabilization Fabric Ceiling Fans with Light Kits Backup ring (HDPE flange adaptor consisting of a thermoplastic stub end, and ductile iron flange) Chrome/Zinc Residential Grade Bathroom Accessories GFCI Receptacles Swivel Hangers for Mechanical Piping Sprinkler Escutcheons Dry Wall Steel Stud Screws, Track Fasteners/Pan heads and Concrete Pins Wall-mounted Split-System AC units (5 tons or less) Athletic Flooring Door Chimes & Transformers Variable Refrigerant Volume Condensing Unit & Fan Coil System (VAV)

1.8 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

SECTION 01 30 00.24 Page 3 submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Plant and/or Equipment Layout Drawings; G-RO.

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". Pay requests will be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract Performance" and "Continuation". All information and substantiation required by the identified contract clauses will be submitted with the ENG Form 93, and the required certification will be 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 Manager.

1.9.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS) UAI 52.232-5000 PAYMENT FOR MATERIALS DELIVERED OFF-SITE

1.10 DAMAGE TO WORK

The responsibility for damage to any part of the permanent work shall be as set forth in the GENERAL CONDITIONS (CONTRACT CLAUSES) clause: "Permits and Responsibilities." However, if, in the judgment of the Contracting Officer, any part of the permanent work performed by the Contractor is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs as ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such work an equitable adjustment pursuant to GENERAL CONDITIONS (CONTRACT CLAUSES) clause: "Changes," of the contract will be made as full compensation for the repairs of that part of the permanent work for which there are no applicable contract unit or lump sum prices. Except as herein provided, damage to all work (including temporary construction), utilities, materials, equipment and plant shall be repaired to the satisfaction of the Contracting Officer at the Contractor's expense, regardless of the cause of such damage.

(a)The responsibility for damage to any part of the work to be performed under this contract shall be set forth in the GENERAL CONDITIONS (CONTRACT CLAUSES) clause: "Permits and Responsibilities."

However, if the cofferdam[s] is constructed in accordance with plans and progress schedules approved by the Contracting Officer, but is overtopped by flood and such flood causes damage to the cofferdam or if

SECTION 01 30 00.24 Page 4 any part of the permanent work is damaged by flood or earthquake, which damage is not due to the failure of the Contractor to take reasonable precautions or to exercise sound engineering and construction practices in the conduct of the work, the Contractor will make the repairs ordered by the Contracting Officer and full compensation for such repairs will be made at the applicable contract unit or lump sum prices as fixed and established in the contract. If, in the opinion of the Contracting Officer, there are no contract unit or lump sum prices applicable to any part of such damaged work, an equitable adjustment pursuant to the GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Changes," of the contract, will be made as full compensation therefore.

(b) The Contractor may, subject to approval of the Contracting Officer, or the Contracting Officer may order the Contractor to flood or breach the cofferdam during a rise prior to, and in anticipation of, natural flooding due to overtopping. Such flooding or breach will be considered the same as though the cofferdam, if constructed in accordance with plans and progress schedules approved by the Contracting Officer, had been overtopped, in which event an equitable adjustment will be made for damages to the cofferdam and/or any part of the permanent work, as provided above.

1.11 AVAILABILITY AND USE OF UTILITY SERVICES

Use of public and private utilities will be as found available. The Contractor shall make his own arrangements for use of public and private utilities.

a. The Government will make available, from existing outlets and supplies, all reasonably required amounts of water and electricity required in the performance of the work without charge to the Contractor.

b. The Contractor shall carefully conserve utilities furnished without charge. The Contractor, at his own expense and in a workmanlike manner satisfactory to the Contracting Officer, shall install and maintain all necessary temporary connections and distribution, and he shall remove the same prior to final acceptance of the construction.

1.12 VARIATIONS IN ESTIMATED QUANTITIES - SUBDIVIDED ITEMS

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS).

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

a. This clause 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

SECTION 01 30 00.24 Page 5 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 FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

(16) (14) (8) (7) (7) (7) (6) (7) (6) (3) (9) (15)

c. Upon acknowledgment of the Notice to Proceed (NTP) and continuing throughout the contract, the contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the contractor's scheduled work day. The number of actual adverse weather delay days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous month), be calculated chronologically from the first to the last day of each month, and be 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)

1.14 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

"Insurance Work on a Government Installation," the Contractor shall 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)

SECTION 01 30 00.24 Page 6

1.15 SECURITY REQUIREMENTS

1.15.1 Contractor's Employee Identification

The Contractor shall be responsible for furnishing to each employee and for requiring each employee engaged on the work to display such identification as may be approved and directed by the Contracting Officer. All prescribed identification shall immediately be delivered to the Contracting Officer, for cancellation upon release of any employees. When the contract involves work in restricted security areas, only employees who are U.S. citizens will be permitted to enter. Proof of U.S. citizenship is required prior to entry. When required by the Contracting Officer, the Contractor shall obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.15.2 [Enter Appropriate Subpart Title Here]

1.16 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.17 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.

1.18 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract,…