L550_Specs.pdf

SPECIFICATIONS

(For Construction Contract)

Solicitation Number W9128F-17-B-0002

Missouri River Levee L550 - Missouri River Left Bank & Rock Creek Right Bank Flood Damage Repair Project

Atchison County, MO

February 2017

US Army Corps of Engineers Omaha District

This page was intentionally left blank for duplex printing.

Missouri River Levee L550 - Missouri River Left Bank & Rock Creek Right Bank, Flood Damage Repair Project Atchison County, Missouri

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 12 00 CONSTRUCTION GENERAL

01 22 00 MEASUREMENT AND PAYMENT

01 30 00.24 OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00.00 10 QUALITY CONTROL

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

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 78 39.00 24 AS-BUILT DRAWINGS

DIVISION 03 - CONCRETE

03 30 53 MISCELLANEOUS CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 21 RIPRAP

31 05 22 GEOTEXTILES USED AS FILTERS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 00 LEVEE ROCK SURFACING

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

L550 Rock Creek Ditch Repair, Missouri River, MO MRO3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

1.2 CONSTRUCTION RIGHT-OF-WAY

1.3 PROTECTION OF EXISTING FACILITIES AND WORKS

1.3.1 Flood Protection Works

1.4 CARE OF WATER

1.5 Project Survey and Layout

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

1.7.2 Haul Roads

1.8 PUBLIC ROADS

1.8.1 Traffic Control

1.8.2 Operations

1.8.3 State and Federal Highways

1.8.4 City Streets

1.9 SUBMITTALS

1.10 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

1.11 WARRANTY OF CONSTRUCTION (MAR 1994)

1.12 PORTABLE TOILETS

1.13 FEDERAL HOLIDAYS AND WORKING HOURS

PART 2 NOT USED

PART 3 NOT USED

-- End of Section Table of Contents --

SECTION 01 12 00 Page 1

SECTION 01 12 00

CONSTRUCTION GENERAL

04/07

PART 1 GENERAL

1.1 SCOPE

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

1.2 CONSTRUCTION RIGHT-OF-WAY

The Contractor will be assigned working areas or working right-of-way limits for use in the prosecution of work under this contract, subject to the 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.

1.3.1 Flood Protection Works

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

SECTION 01 12 00 Page 2 as to furnish a continuous service in an emergency. These ties or connections shall be made during periods of suspended construction operations and the Contractor shall leave incompleted pipe outlets and other structures in such conditions as to not interfere with the natural drainage from areas served by these pipes or structures.

1.4 CARE OF WATER

Full responsibility for care of water shall be borne by the Contractor until completion of work under this contract. The Contractor shall provide the materials and equipment and perform all work necessary to facilitate construction and to protect the work from damage by water. The Contractor shall make 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.

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. In addition, a licensed land surveyor shall provide final project embankment survey (i.e. to include major breakpoints, riverward toe, profile, top of levee at riverward/landward and landward toe) prior to placement of surfacing for government review and approval. If applicable a licensed land surveyor shall also provide, set and verify as built condition of major flood control structures/features; i.e. flood wall control. 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 his own quality control personnel to provide interim surveys for quantity determination for payment in accordance with paragraph entitled Quantity Surveys (Apr 1984).

1.6 DISPOSITION OF CONSTRUCTION FACILITIES

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

1.7 ACCESS ROADS AND HAUL ROADS

1.7.1 Access Roads

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

Consideration shall be given to the avoidance of interference with others, safety and frequency of traffic, subject to review and approval prior to construction. Access road areas shall be restored to their original or suitable condition upon completion of this contract. The Contractor shall

SECTION 01 12 00 Page 3 be responsible for repair of damage to existing roads caused by his operation.

1.7.2 Haul Roads

The Contractor shall construct haul roads as may be necessary for the conduct of the work without additional cost to the Government. The Contractor shall arrange 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.

1.8 PUBLIC ROADS

1.8.1 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.

1.8.2 Operations

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

1.8.3 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

SECTION 01 12 00 Page 4

Contracting Officer before the Contractor begins hauling on these highways.

1.8.4 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.

1.9 SUBMITTALS

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

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

SD-01 Preconstruction Submittals

Proposed Methods of Operation; G-AO

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

SD-11 Closeout Submittals

Warranty of Construction

List of warranties with copy of each

1.10 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.

SECTION 01 12 00 Page 5

1.11 WARRANTY OF CONSTRUCTION (MAR 1994)

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

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

SECTION 01 12 00 Page 6

Government-furnished material or design.

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

1.12 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.

1.13 FEDERAL HOLIDAYS AND WORKING HOURS

Work hours: The Contractor can work Monday through Friday 0700 to 1700.

Working outside these work hours will need written permission from the COR.

The Contractor will not be allowed to work on Federal holidays.

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 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 a wage determination applies the number of holidays specified on it, it has priority over this requirement.

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 12 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

PART 1 BID ITEM 1 - EXCAVATION

1.1 Work Included

1.2 Measurement

1.3 Payment

PART 2 BID ITEM 2 - RANDOM FILL

2.1 Work Included

2.2 Measurement

2.3 Payment

PART 3 BID ITEM 3 - TOPSOIL

3.1 Work Included.

3.2 Measurement

3.3 Payment

PART 4 BID ITEM 4 - STONE (RIPRAP) PROTECTION

4.1 Work Included

4.2 Measurement

4.3 Payment

PART 5 BID ITEM 5 - GEOTEXTILE FILTER MATERIAL

5.1 Work Included

5.2 Measurement

5.3 Payment

PART 6 BID ITEM 6 - HDPE PIPE AND ASSOCIATED FEATURES

6.1 Work Included

6.2 Measurement

6.3 Payment

PART 7 BID ITEM 7 - AGGREGATE SURFACING

7.1 Work Included

7.2 Measurement

7.3 Payment

PART 8 BID ITEM 8 - ALL REMAINING WORK

8.1 Work Included

8.2 Measurement

SECTION 01 22 00 Page 1

8.3 Payment

SECTION 01 22 00 Page 2

SECTION 01 22 00

MEASUREMENT AND PAYMENT

6/2000

SCOPE

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

GENERAL

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

LUMP SUM ITEMS

Quantities

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

Interim Payments

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

PART 1 BID ITEM 1 - EXCAVATION

1.1 Work Included

This work includes all materials, equipment and labor to complete all items of work, including required excavations and off-site hauling as shown on the drawings and specified herein.

1.2 Measurement

Cubic Yard. The quantity of excavation shall be determined based on an initial topographic survey of the drainage ditch prior to excavation and a topographic survey of the final ground surface after excavation. The Contractor shall establish excavation elevations by surveying and mapping of the area at a minimum of 0.5 foot contour intervals and at all changes in grade greater than 1 foot. The initial topographic survey shall be

SECTION 01 22 00 Page 3 performed by an independent licensed surveyor. A final topographic survey of the excavation areas shall then be performed and mapped by an independent licensed surveyor after the excavations are complete.

1.3 Payment

Payment for "Excavation" shall be based on the unit price times the number of cubic yards of excavatedand placed material.

PART 2 BID ITEM 2 - RANDOM FILL

2.1 Work Included

This work includes all materials, equipment and labor to complete all items of work, including all excavation and hauling of random fill material from the designated borrow source, placement, spreading, compaction, grading, and maintenance of random fill backfill areas as shown on the drawings and specified herein.

2.2 Measurement

Cubic Yard. The quantity of random fill placed and spread shall be determined based on a final topographic survey of the ground surface after excavation is complete where the random fill is to be placed and a final topographic survey of the random fill after placement in accordance with the plans and specifications. Measurement of random fill acceptably placed in areas indicated and as directed will be made to the nearest one-tenth in cubic yards based upon the difference between the final topographic surveys, less the volume of the 54 inch HDPE pipe, flowable fill, collars, and relief well discharge piping. The topographic surveys shall be performed and mapped by an independent licensed surveyor.

2.3 Payment

Payment for "Random Fill" shall be based on the unit price times the number of cubic yards satisfactory placed.

PART 3 BID ITEM 3 - TOPSOIL

3.1 Work Included.

This work includes all materials, equipment and labor to complete all items of work, including all excavation and hauling of topsoil material from the designated borrow source, placement, spreading, grading, and maintenance of random fill backfill areas as shown on the drawings and specified herein.

3.2 Measurement

Cubic Yard. The quantity of topsoil placed and spread shall be determined based on a final topographic survey of the ground surface after random fill placement is complete where the topsoil is to be placed and a final topographic survey of the topsoil after placement in accordance with the plans and specifications. Measurement of topsoil acceptably placed in areas indicated and as directed will be made to the nearest one-tenth in cubic yards based upon the difference between the final topographic surveys. The topographic surveys shall be performed and mapped by an independent licensed surveyor.

SECTION 01 22 00 Page 4

3.3 Payment

Payment for "Topsoil" shall be based on the unit price times the number of cubic yards satisfactory placed.

PART 4 BID ITEM 4 - STONE (RIPRAP) PROTECTION

4.1 Work Included

The work of this item shall include but not be limited to labor, equipment, materials, testing, and performing all operations in connection with furnishing, transporting, and placing riprap as required by drawings and specifications.

4.2 Measurement

Per Ton. Riprap material will be measured for payment by the number of tons of riprap satisfactorily placed as according to the drawings and specifications. The riprap material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weigh master as each load is delivered; or (2) riprap material may be weighed on the Contractor-furnished scales under the supervision of the Government Inspector. Each printed weigh bill shall contain the following: date, unit number, time of gross, tare and net weight, name of project, contractor, contract number and signature of bonded weigh master.

All riprap material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

4.3 Payment

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

PART 5 BID ITEM 5 - GEOTEXTILE FILTER MATERIAL

5.1 Work Included

The work of this item shall include but not be limited to labor, equipment, materials, and performing all operations in connection with furnishing, transporting, and placing geotextile filter material as required by drawings and specifications.

5.2 Measurement

Per SY. Geotextile Filter material will be measured for payment by the square yards of geotextile filter material satisfactorily placed as specified.

5.3 Payment

Payment for "Geotextile Filter Material" shall be based on the unit price per square yard (SY) as indicated on the Bidding Schedule multiplied by the number of square yards needed to complete the required work for geotextile filter according to the drawings and specifications.

SECTION 01 22 00 Page 5

PART 6 BID ITEM 6 - HDPE PIPE AND ASSOCIATED FEATURES

6.1 Work Included

The work for this item shall include but not be limited to installing the high density polyethlene (HDPE) pipe, a flared end section, trash rack, manhole, surface water drain, flowable fill bedding, and connections with the interior drainage structure and pump station pipes.

6.2 Measurement

Lump sum.

6.3 Payment

Payment for "HDPE Pipe and Associated Features" shall be made on a progressive basis, based on the amount of work completed.

PART 7 BID ITEM 7 - AGGREGATE SURFACING

7.1 Work Included

The work of this item shall include but not be limited to labor, equipment, materials, testing, and performing all operations in connection with furnishing, transporting, and placing levee surfacing as required by the drawings and specifications.

7.2 Measurement

Per Ton. Aggregate Surfacing material will be measured for payment by the number of tons of levee surfacing satisfactorily placed as according to the drawings and specifications. The aggregate surfacing material shall be weighed: (1) on public or private scales which have been certified by the State. The Contractor shall furnish the Government Inspector a copy of each printed weigh bill when self printing scales are used, or a copy signed by a public or bonded weigh master as each load is delivered; or (2) aggregate surfacing material may be weighed on the Contractor-furnished scales under the supervision of the Government Inspector. Each printed weigh bill shall contain the following: date, unit number, time of gross, tare and net weight, name of project, contractor, contract number and signature of bonded weigh master. All levee surfacing material shall be weighed to the nearest 20 pounds and the net weight reduced to the nearest hundredth of a ton.

7.3 Payment

Payment for "Aggregate Surfacing" shall be based on the unit price per ton as indicated on the Bidding Schedule multiplied by the number of tons needed to complete the required work for levee surfacing according to drawings and specifications.

PART 8 BID ITEM 8 - ALL REMAINING WORK

8.1 Work Included

The work for this item shall include but not be limited to Contractor staging areas; site preparation; insurance; performance and payment bonds;

field office personnel; topographic and plan view surveying; profile and

SECTION 01 22 00 Page 6 cross section surveying; as-built drawings; and Contractors supervision for the duration of the project. Other items of work include all equipment, labor, and materials needed to complete construction of access road(s) and access road maintenance; material testing; dewatering; relief well discharge collection piping; seeding; erosion control material; site restoration; and any other incidental and customarily performed work needed to complete the construction not covered by Bid Items 1 through 7.

8.2 Measurement

Lump sum.

8.3 Payment

Payment for "All Remaining Work" shall be made on a progressive basis, based on the amount of work completed.

SECTION 01 22 00 Page 7

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 05/14

PART 1 GENERAL

1.1 COMPLETION OF WORK

1.2 CONTRACTOR PERFORMANCE EVALUATIONS

1.3 LIQUIDATED DAMAGES-CONSTRUCTION

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

1.5 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

1.6 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

1.7 BUY AMERICAN STATUTE

1.7.1 General Requirements

1.7.2 Not Used

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 SETS FURNISHED

1.8.2 REPRODUCTION AND DISTRIBUTION

1.8.3 NOTIFICATION OF DISCREPANCIES

1.8.4 OMISSIONS

1.9 PAYMENT

1.9.1 PROMPT PAYMENT ACT

1.9.2 PAYMENT FOR MATERIALS DELIVERED OFFSITE

1.10 DAMAGE TO WORK

1.11 AVAILABILITY AND USE OF UTILITY SERVICES

1.12 QUANTITY SURVEYS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 INSURANCE REQUIRED

1.15 CONTRACTOR QUALITY CONTROL (CQC)

1.16 NONDOMESTIC CONSTRUCTION MATERIALS

1.17 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.18 AS-BUILT DRAWINGS

1.19 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

1.20 PROFIT

1.21 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.22 DRAWING SCALES

1.23 FEDERAL HOLIDAYS

PART 2 NOT USED

PART 3 EXECUTION

3.1 APPENDIX A- CONTRACT DOCUMENT DISTRIBUTION LIST

ATTACHMENTS:

Appendix A - Contract Document Distribution List

SECTION 01 30 00.24 Page 1

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

4/07; Rev 05/14

PART 1 GENERAL

Attachments: Appendix A - Contract Document Distribution List

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. 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

SECTION 01 30 00.24 Page 3 must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in Contractor security matters or processes.

3. Thru 14. Not Used

15. Pre-screen Candidates using E-Verify Program.

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

16. Not Used

17. Not Used

1.5 EXCEPTION TO COMPLETION TIME AND LIQUIDATED DAMAGES

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

1.6 COMPUTING COMPLETION DATES FOR NON-WORK PERIOD

There is no scheduled non-work period, however there could be a non-work period due to high river conditions.

1.7 BUY AMERICAN STATUTE

1.7.1 General Requirements

The Contractor shall obtain materials in compliance with the Buy American 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.

1.7.2 Not Used

1.8 CONTRACT DRAWINGS AND SPECIFICATIONS

1.8.1 SETS FURNISHED

The contractor shall be responsible for making copies of conformed specifications with amendments or changes incorporated. The bid drawings and specifications as amended shall be utilized in the performance of the

SECTION 01 30 00.24 Page 4 work until CD-ROM or DVD-ROM containing the conformed specifications and contract drawings (i.e., bid drawings that have been posted with all amendment changes) is mailed or sent electronically to the Contractor. See Appendix A for Document Distribution list. See paragraph below for contract drawing reproduction and distribution requirements. The work shall conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work shall also conform to the standard details bound or referenced herein.

1.8.2 REPRODUCTION AND DISTRIBUTION

The Contractor shall reproduce multiple legible hard copy sets (half-size English unless directed otherwise) of contract drawings from Government provided CD-ROM or DVD-ROM or sent electronically containing read-only Adobe.pdf file drawings. Within 14 calendar days after receipt of CD-ROM or DVD-ROM or electronically sent conformed specifications and drawings containing read-only Adobe.pdf drawing files, the Contractor shall provide legible hard copy drawing and conformed specification sets to the addressees contained in the Contract Document Distribution List for Project in Appendix A to this specification. The Government will process no progress payments prior to receipt of the legible contract drawings and conformed specification sets. After receipt and distribution of the legible hard copy drawing and conformed specification sets, the Government will provide the Contractor with a CD-ROM or DVD-ROM or sent electronically containing editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS)). The Contractor shall prepare as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.8.3 NOTIFICATION OF DISCREPANCIES

The Contractor shall check all CD-ROM or DVD-ROM or electronically sent drawing files furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements.

Enlarged plans and details shall 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 the contractor shall adjust the scales accordingly. The Contractor shall also advise his sub-contractors of the above. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.8.4 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, shall not relieve the Contractor from performing such omitted or misdescribed details of the work but they shall 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". Pay requests will be submitted on ENG Form 93 and 93a, "Payment Estimate-Contract

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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 Area Engineer.

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.

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.

1.12 QUANTITY SURVEYS

See Section 00 73 00 SUPPLEMENTARY CONDITIONS (SPECIAL CONTRACT

REQUIREMENTS) FAR 52.236.16 QUANTITY SURVEYS (APR 1984).

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 given month.

(2) The unusually severe weather must actually cause a delay to the

SECTION 01 30 00.24 Page 6 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 14 Feb 11 Mar 5 Apr 5 May 6 Jun 5 Jul 5 Aug 5 Sep 3 Oct 4 Nov 3 Dec 12

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

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(Coverages per FAR 28.307-2)

1.15 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.16 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.

1.17 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, the Contractor shall prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the Contractor shall submit for coordination and approval, his proposed daily work schedule for the next two week period. The Contractor shall provide a copy of modifications (MODs), Serial Letters, Requests for Information (RFIs)and any other information that is needed in the minutes of the meeting. Required temporary utility services, time and duration of interruptions, and protection of adjoining areas shall be included with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor shall also submit his schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. The items of work listed on the proposed 2-week schedule are to be keyed to the NAS by activity number and description for each activity anticipated to be performed during the next 2-week period. Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports shall be completed and given to the Contracting Officer or Representative within 24 hours of work. All official correspondence such as serial letters and RFIs, with attachments are to be provided in one hardcopy original with original signatures and one electronic (Adobe pdf format) copy by email. The Government will consider the correspondence to be received when the hardcopy is received by the designated office.

1.18 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS

1.19 SPECIAL INSTRUCTIONS FOR PROGRESS CHARTS

To be submitted in accordance with the GENERAL CONDITIONS (CONTRACT CLAUSES) clause entitled "Schedules 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.

1.20 PROFIT

a. Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

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Factor Rate Weight Value Degree of Risk 20 See Item Relative difficulty of work 15 b. below Size of Job 15 Period of performance 15 Contractor's investment 5 Assistance by Government 5 Subcontracting 25

b. Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

(1) Degree of Risk. Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

(2) Relative Difficulty of Work. If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

(3) Size of Job. All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

(4) Periods of Performance. Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

(5) Contractor's Investment. To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

(6) Assistance by Government. To be weighted from .12 to .03 on the basis of average to above average. Things to consider: use of Government-owned property, equipment and facilities, and expediting assistance.

(7) Subcontracting. To be weighted inversely proportional to the amount of subcontracting. Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

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1.21 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

It is the position of the Department of Defense that the Davis-Bacon Act, 40 U.S.C. 276a is applicable to temporary facilities such as job headquarters, tool yards, batch plants, borrow pits, sandpits, rock quarries, and similar operations, provided they are dedicated exclusively, or nearly so, to performance of the contract or project, and provided they are adjacent or virtually adjacent to the site of the work and are established after receipt of the proposal or bid. Clause "Payrolls and Basic Records" of the GENERAL CONDITIONS (CONTRACT CLAUSES) is applicable to such operations.

1.22 DRAWING SCALES

All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted, the contractor shall adjust the scales accordingly. The Contractor shall also advise his sub-contractors of the above.

1.23 FEDERAL HOLIDAYS

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 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 a wage…