Am_0004_Attachment 1 W9128F-22-R-0006 General Mitchell RTA - Specs.pdf

Am #0004_ - 2 (Continuation SF 30)

28 MAR 2022

Solicitation No. W9128F22R0006

Date of Issue: 11 FEB 2022 Date of Receiving Proposals: 14 APR 2022

SUBJECT: Amendment No. 0004 to Request for Proposal Solicitation Package for Construction of

REPLACE TYPE III HYDRANT FUEL SYSTEM AT GENERAL BILLY MITCHELL ANGB, WISCONSIN

TO: Prospective Offerors and Others Concerned

1. The specifications and drawings for subject project are hereby modified as follows (revise all specification indices, attachment lists, and drawing indices accordingly).

a. Specifications (New and/or Revised and Reissued). Delete and substitute or add specification pages or sections as noted below. The substituted pages or sections are revised and reissued with this amendment. ***NOTE: A dated set of administrative specifications was previously issued for this project such that more recent sections are being provided to replace them with this amendment.

Pages or Sections Deleted Pages or Sections Substituted or Added 01 30 00 ** ** ** ** ** ** 01 30 00.24

** ** ** PROJSIGN

01 32 01.00 10 01 32 01.00 10 01 33 00 01 33 00

** ** ** REGISTER

01 35 26 01 35 26

01 45 00.00 10 01 45 00.00 10 ** ** ** 01 45 00.15 10 01 62 35 01 62 35 01 74 19 01 74 19 01 78 00 ** ** ** ** ** ** 01 78 36.00 24 ** ** ** 01 78 39.00 24

2. This amendment is a part of the proposal papers and its receipt shall be acknowledged. All other conditions and requirements of the specifications remain unchanged.

3. See Section 00 21 00, paragraph 1.3.1, on how to submit electronic offers.

4. Electronic Offers will be received until 2:00 p.m., local time at place of receiving proposals, 15 APR 2021, as stated in the Request For Proposal.

Attachments:

Spec Pages listed in 1.a. above

U.S. Army Corps of Engineers, Omaha District 1616 Capitol Avenue Omaha, Nebraska 68102-4901

28 MAR 2022

jlb/2099

POL Facilities Replacement MT18

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

12/21

PART 1 GENERAL

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR

PAYROLLS

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

CONTRACTS

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

1.5 WINTER EXCLUSION PERIOD

1.6 ORDER OF WORK

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

1.7.2 SETS FURNISHED

1.7.3 DISTRIBUTION

1.7.4 NOTIFICATION OF DISCREPANCIES

1.7.5 OMISSIONS

1.8 SUBMITTALS

1.9 CONCURRENT CONSTRUCTION

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

1.10.2 PAYMENT FOR MATERIALS STORED OFFSITE

1.11 AVAILABILITY OF UTILITY SERVICES

1.12 UTILITY SERVICE INTERRUPTIONS

1.13 DIGGING PERMITS AND ROAD CLOSINGS

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.15 INSURANCE REQUIRED

1.16 SECURITY REQUIREMENTS

1.16.1 Contractor's Employee Identification

1.17 CONTRACTOR QUALITY CONTROL (CQC)

1.18 NONDOMESTIC CONSTRUCTION MATERIALS

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

1.20 AS-BUILT DRAWINGS

1.21 SIGN

1.22 EQUIPMENT ROOM DRAWINGS

1.23 CONTRACTOR FURNISHED EQUIPMENT DATA

1.24 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

1.25 ASBESTOS

1.26 PARTNERING

1.27 PROFIT

1.28 LABOR CONDITIONS APPLICABLE TO TEMPORARY FACILITIES

1.29 DRAWING SCALES

1.30 FEDERAL HOLIDAYS

1.31 BASE HOURS

1.32 Additional Information and Requirements

1.32.1 Construction Quality Management for Contractors:

SECTION 01 30 00.24 Page 1

Am_0004

1.32.2 Construction CQC Labs, validated for materials testing:

1.32.3 Permits and Responsibilities

1.32.4 Groundwater

1.32.5 Project Requirements:

PART 2 NOT USED

PART 3 NOT USED

ATTACHMENTS:

Project Sign Details

-- End of Section Table of Contents --

SECTION 01 30 00.24 Page 2

SECTION 01 30 00.24

OTHER ADMINISTRATIVE AND SPECIAL REQUIREMENTS

12/21

PART 1 GENERAL

Attachments:

Project Sign Details

1.1 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

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

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

1.2 CONTRACTOR SUPPLY AND USE OF ELECTRONIC SOFTWARE FOR PROCESSING

CONSTRUCTION WAGE RATE REQUIREMENTS STATUTE CERTIFIED LABOR PAYROLLS

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

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

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

(1) commercially available;

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

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

SECTION 01 30 00.24 Page 3

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

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

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

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

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

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

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

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

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

- U.S. Department of Labor Veterans’ Employment and Training Service

(VETS):

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

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

- Veterans Opportunity to Work (VOW) Program:

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

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

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

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

1.4 CONTRACTOR PERFORMANCE EVALUATIONS

See Federal Acquisition Regulation (FAR) Subpart 42.1502(e) for the requirements on past performance evaluations for construction contracts.

For construction contracts valued at or above $750,000.00, including all modifications, the USACE will evaluate Contractor's performance using the

SECTION 01 30 00.24 Page 4 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 .

1.5 WINTER EXCLUSION PERIOD

The contract completion time provided in Section 00 73 00 includes a winter exclusion period of 120 calendar days. The Contractor is not required to perform physical work at the project site from 15 November to 15 March of the first year after issue of NTP. During this timeframe, the Contractor maintains the responsibility of maintaining and securing the site in general accordance with the contract requirements.

1.6 ORDER OF WORK

See project drawings for order of work/phasing requirements.

1.7 CONTRACT DRAWINGS AND SPECIFICATIONS

1.7.1 SETS FURNISHED

1.7.2 SETS FURNISHED

Utilize the bid drawings and specifications as amended in the performance of the work until 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 distribution requirements. The work must conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work must also conform to any of the standard details bound or referenced herein.]

1.7.3 DISTRIBUTION

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 drawing and conformed specification sets, the Government will provide the Contractor with editable CAD file drawings (format defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS)). Prepare as-built drawings as defined in Section 01 78 39.00 24 AS-BUILT DRAWINGS.

1.7.4 NOTIFICATION OF DISCREPANCIES

Check all drawing files furnished by the Government immediately upon their receipt and promptly notify the Contracting Officer of any discrepancies.

Follow dimensions marked on drawings in lieu of scale measurements.

SECTION 01 30 00.24 Page 5

Enlarged plans and details govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 22" x 34". If any other size drawings are furnished or plotted adjust the scales accordingly. Advise sub-contractors of the above. Compare all drawings and verify the figures before laying out the work and take responsibility for any errors which might have been avoided thereby.

1.7.5 OMISSIONS

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

1.8 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. Submit items below in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-02 Shop Drawings

Equipment Room Drawings; G-RO.

1.9 CONCURRENT CONSTRUCTION

Construction work closely related to and/or located at the site of the work under a concurrent contract, may be in progress simultaneously with work under this contract. Cooperate with others as necessary in the interest of timely completion of all work. In the event of interference, the notify the Contracting Officer (CO) immediately for resolution and the CO decision is final.

1.10 PAYMENT

1.10.1 PROMPT PAYMENT ACT

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

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

SECTION 01 30 00.24 Page 6

1.10.2 PAYMENT FOR MATERIALS STORED OFFSITE

a. As allowed under (FAR) 52.232-5 "Payments Under Fixed Price Construction Contracts", the Administrative Contracting Officer, at their discretion, may authorize progress payments for any material stored off-site provided:

(1) The Contractor furnishes satisfactory evidence that it has acquired title to such material and that the material will be used to perform this contract,

(2) Material is stored in such a manner to protect it from damage, fire, theft, etc .

(3) The Contractor provides evidence of insurance for material, and,

(4) Material is clearly identified and delineated by contract number for use on the applicable project.

b. The Administrative Contracting Officer reserves the right to inspect any off-site material prior to authorizing progress payments. Provide paid invoices listing the value of material and labor incorporated in the items.

1.11 AVAILABILITY OF UTILITY SERVICES

Site utilities are privatized. The Contractor is responsible for coordinating their needs throughout construction with the applicable utilities. WEenergy is the Electrical and Natural Gas Utility. The City of Milwaukee is the Domestic Water provider.

Water supply is provided by the City of Milwaukee. The Contractor is responsible for coordinating for use of city water, including costs associated with water used for test and commissioning. A city hydrant is available near the site Northwest corner of the site, should the Contractor choose that option.

Sanitary is owned by installation so no coordination is required with a utility. All sanitary collects at a single lift station and is pumped to the utility. A cost will not be associated with this service. Milwaukee Water Works may charge a sanitary fee based on water usage when they establish that service.

1.12 UTILITY SERVICE INTERRUPTIONS

Submit written notification not less than 15 calendar days in advance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing. The time and duration of all outages will be coordinated and approved with the Using Agency by the Contracting Officer.

1.13 DIGGING PERMITS AND ROAD CLOSINGS

The Contractor must allow 14 calendar days from date of written application to receive permission to dig and to close roads. Only close roads one lane at a time and allow vehicular traffic to pass through the construction area. Flag work on or near roadways in accordance with the safety requirements in Safety and Health Requirements Manual EM 385-1-1, which forms a part of these specifications. Do not cause blockage of work

SECTION 01 30 00.24 Page 7 located along the alert force route and maintain unobstructed access for alert force traffic at all times.

1.14 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

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

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

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

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

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

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

Jan 19 Feb 15 Mar 9 Apr 6 May 6 Jun 5 Jul 5 Aug 4 Sep 4 Oct 5 Nov 5 Dec 15

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

At the end of each month, identify the number of actual adverse weather delay days that includes days impacted by actual adverse weather (even if adverse weather occurred in previous month), calculated chronologically

SECTION 01 30 00.24 Page 8 from the first to the last day of each month, and recorded as full days.

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

1.15 INSURANCE REQUIRED

In accordance with GENERAL CONDITIONS (CONTRACT CLAUSES) clause:

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

Type Amount

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

General Liability Insurance $500,000 per occurrence

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

(Coverages per FAR 28.307-2)

1.16 SECURITY REQUIREMENTS

1.16.1 Contractor's Employee Identification

The Contractor is 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. Deliver all prescribed identification 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, obtain and submit fingerprints of all persons employed or to be employed on the project. (Based on FAR 52.204-2)

1.17 CONTRACTOR QUALITY CONTROL (CQC)

See Section 01 45 00.00 10 QUALITY CONTROL.

1.18 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.

1.19 DAILY WORK SCHEDULES AND WEEKLY COORDINATION MEETINGS

In order to closely coordinate work under this contract, prepare a written agenda/meeting minutes and attend a weekly coordination meeting with the Contracting Officer and Using Service at which time the

SECTION 01 30 00.24 Page 9

Contractor must submit for coordination and approval, their proposed daily work schedule for the next two week period. 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.

Include required temporary utility services, time and duration of interruptions, and protection of adjoining areas with the Contractor's proposed 2-week work schedule. At this meeting, the Contractor must also submit their schedule of proposed dates and times of all preparatory inspections to be performed during the next 2 weeks. All schedules shall be in developed in accordance with Section 01 32 01.00 10 PROJECT SCHEDULE Coordination action by the Contracting Officer relative to these schedules will be accomplished during these weekly meetings. Daily reports must 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 official hardcopy or electronic copy is received by the designated office.

1.20 AS-BUILT DRAWINGS

See SECTION 01 78 39.00 24 - AS-BUILT DRAWINGS

1.21 SIGN

On commencement of work on this project, furnish and erect the temporary sign in the location selected by the Contracting Officer near the project site. Maintain the sign in good condition through the project construction period. Upon completion of the project remove the sign from the premises. The project sign must conform to standard drawing bound herein. A decal of the "Engineer Castle" will be furnished the Contractor upon request.

1.22 EQUIPMENT ROOM DRAWINGS

Prior to construction, prepare and submit room plans for all mechanical, electrical, and communication rooms or similar areas. The plans must be consolidated for all trades, be to scale, and show all pertinent structural features. In addition, other items such as doors, windows, and cabinets required for installation and which will affect the available space, must be shown. All mechanical and electrical equipment and accessories must be shown to scale in plan and elevation and/or section in their installed positions. All duct work and piping must be shown.

1.23 CONTRACTOR FURNISHED EQUIPMENT DATA

See Section 01 78 36.00 24 WARRANTY OF CONSTRUCTION AND DESIGN for Contractor Furnished Equipment Data to be submitted as part of the Warranty Equipment Booklet.

1.24 ACCOMMODATIONS FOR GOVERNMENT INSPECTORS

Furnish a temporary office facility with conference room space approximately 10 feet x 40 feet with a minimum of 400 square feet of floor space. Locate the temporary office facility where directed and it must be reserved for Government personnel only. Furnish and maintain drinking water facilities, adequate lighting, local commercial telephone service, air-conditioning, heating equipment, and a partition enclosed chemical

SECTION 01 30 00.24 Page 10 toilet. The office must be furnished with one legal size filing cabinet with four drawers, one drafting table with stool, one plan rack, one desk, and three chairs. The conference space must be furnished with two 8 foot long tables and 12 chairs. Used furniture, in good condition, will be acceptable. Equip entrance doors with a substantial lock. The Contractor must provide janitor service, fuel for the heating facilities, electricity, telephone and water, all at no cost to the Government, except the Contractor will not be liable for Government long-distance calls. The entire facility, including furniture, will remain the property of the Contractor and removed from the site after completion of the work.

1.25 ASBESTOS

a. The Contractor is warned that inhalation of asbestos has been associated with health hazards.

b. Asbestos-containing materials have been identified in area(s) where contract work is to be performed. All contract work activities where the potential exists for worker exposure to airborne asbestos fibers shall be performed in accordance with the requirements set forth in Section 02 82 00

ASBESTOS REMEDIATION.

1.26 PARTNERING

a. The Government intends to encourage the formation of a cohesive partnership with the Contractor. This partnership will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objective is effective contract performance in achieving completion within budget, on schedule and in accordance with plans and specifications. This partnership between the Contractor and the Government will be voluntary and its implementation will not be part of the contract requirements nor will it result in a change to contract price or terms.

b. It is anticipated that immediately after the preconstruction conference, the appropriate Contractor's key personnel and Government key personnel will attend a 2-3 hours informal team building workshop at the Area or Resident Office (as directed).

1.27 PROFIT

a. Use the weighted guidelines method of determining profit on any equitable adjustment change order or modification issued under this contract. The profit factors must be as follows:

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 must be weighted from .03 to .12 as indicated below. Obtain

SECTION 01 30 00.24 Page 11 the value 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.

1.28 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.

SECTION 01 30 00.24 Page 12

1.29 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 adjust the scales accordingly. The Contractor must also advise their sub-contractors of the above.

1.30 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 Juneteenth 19 June Independence Day 4 July Labor Day First Monday in September Columbus Day Second Monday in October Veterans Day 11 November Thanksgiving Day Fourth Thursday in November Christmas Day 25 December

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

1.31 BASE HOURS

Base operation hours are 6:00 a.m. to 6:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances. Federal Holidays and weekends are considered as scheduled non-workdays.

1.32 Additional Information and Requirements

These are passages from the Scope of Work - Scope of Services document previously used for Fuels projects.

1.32.1 Construction Quality Management for Contractors:

http://www.nwo.usace.army.mil/BusinessWithUs/Contracting/QualityManagement.aspx

1.32.2 Construction CQC Labs, validated for materials testing:

https://mtc.erdc.dren.mil/

Click on "Lab Validation" Search for a Validation.

Use Section 01 45 00.15 10 Resident Management System Contractor Mode (RMS CM). After task order contract award, download instructions for the installation and use of RMS3/CM from the Government RMS Internet Website (RMS at: http://rmsdocumentation.com/).

1.32.3 Permits and Responsibilities

See FAR 52.236-7 Permits and Responsibilities of the Fuels MATOC.

1) Obtain all Federal, State, Local (Installation) and EPA permits for all

SECTION 01 30 00.24 Page 13 work performed on General Mitchell IAP, WI.

2) Any other permits that are required by the installation, county, state or federal requirements are the responsibility of the contractor to determine and pay any associated fees for such permits.

1.32.4 Groundwater

. Contractor is responsible for determining actual groundwater conditions at the project site. Historical groundwater data available at:

http://water.usgs.gov/ may not reflect actual groundwater site conditions.

1.32.5 Project Requirements:

As a minimum, prepare and submit design drawings (as applicable) for this project.

Ensure compliance with all federal and State of Wisconsin laws and regulations.

Provide a list outlining all required submittals, technical information and manufacturer drawings/cut sheets pertaining to this project.

Ensure all required testing procedures are documented and completed concerning this project. Any use of independent testing labs/firms must result in submittal of their qualifications to perform listed tests, as accredited by ERDC for validated labs.

Ensure compliance with UFC and NFPA regulations concerning this project.

If there is any conflict in criteria requirements in this RFTOP (i.e.

UFC’s and NFPA), the most stringent criteria governs.

Provide in writing a list of inapplicable items/material/text they are requesting to have deleted. Also, provide documentation as to support their request for deletion.

The contractor is required to perform design analysis, to include all calculations required to support the design.

The Contractor is required to have registered Professional Engineer(s), with minimum 5 years of experience in fuels design and construction, responsible for the work and proposed to meet the RFTOP requirements, perform all calculations, drawings and specifications for this project.

All calculations and drawings must be stamped by the Professional Engineer and submitted for review. Provide the design certification as indicated above in paragraph Design Certification. The Contractors designer of record must visit the jobsite twice during construction for quality control against the approved design. The Designer of Record quality control inspections at the jobsite are to be included in the Contractor’s submitted schedule and accepted by the Government.

The contractor is solely responsible to gain approval to access to the installation, and all job-site locations requiring additional access efforts, for all prime and sub-contracted employees.

Thirty (30) days after completion of all field activities, submit two different copies of the draft Closeout Final Report for review to the COR. One draft report includes the documents for USACE and the second draft report includes the documents for stakeholders. Upon acceptance

SECTION 01 30 00.24 Page 14 of the draft Closeout Final Reports, submit the Closeout Final Reports that incorporate any comments made to the draft. Items for each copy are identified below. Format for Closeout Final Report to be as directed by the COR (i.e. separate CD-ROM or DVD-ROM or secure ftp site).

1. USACE Closeout Report Documents:

The report is required to contain a chronological outline of construction activities and required site documentation (Original conformed RFTOP, Signed DD1155 award, SF-30 signed modifications, NTP letter, Bonds and Insurance certificates, All Issued for Construction Design Documents, Permits, As-Built Drawings (CADD & PDF), SpecsIntact specification files, Warranty Manuals, Final/Signed DD 1354’s, O&M Manuals, GFP/Salvage list provided to Customer, Beneficial Occupancy Letter, Completed Submittal Register, All Submittals with approved comment sheet, Pre-final/Final Test/Inspection Reports to include punch-list and sign-in sheet, Training/Demonstration Videos, Personal Injury and Property Damage Report, 3 Phase Inspection Reports, Photos (Representative of construction from start to finish), Meeting Agendas (Pre-design, design meetings, safety, pre-construction, weekly coordination, etc.), RFIs, Correspondence (letters) between USACE and Contractor, Baseline Schedule, Schedule updates with narrative, Certified Payrolls (SF 1413, SF 1444, Payroll Record ENG 3180, Weekly Payrolls, Davis-Bacon Wage Determination), Payments, Start-Up or Commissioning Plans, Hazardous waste disposal manifest and state acceptance, and other items as directed by the Contracting Officer).

a draft Closeout Final Report and As-Built Drawings for review. The report will contain a chronological outline of construction activities and required site documentation (i.e. All Issued for Construction Design Documents, Meetings, Correspondence (letters) between USACE and Contractor, Permits, Construction Submittals, Hazardous waste disposal manifest and state acceptance, Administrative Plans & QC Documents, Davis-Bacon, Final/Signed DD 1354’s, O&M Manuals, Warranty Manuals, As-Built Drawings, Training/Demonstration Videos, Pre-final/Final Test/Inspection Reports to include punch-list and sign-in sheet, 3 Phase Inspection Reports, Schedules, Certified Payrolls, SF-30 signed modifications, RFI's, payments, Personal Injury and Property Damage Report, Beneficial Occupancy letter & Memorandum, photos, KO Acceptance letter, and other items as directed by the Contracting Officer). Provide the Closeout Final Report on a separate CD-ROM or DVD-ROM or secure ftp site, as directed by the COR.

2. Stakeholders Closeout Report Documents:

Design Submittals, Final/Signed DD 1354’s, O&M Manuals, Warranty Manuals, Permits, Closure Reports (As applicable), As-Built Drawings and Specifications and Beneficial Occupancy letter.

Distribute as-built drawings, DD 1354 and all other required submittals to the list of recipients provided after award. These points of contact and e-mail addresses may change during execution of the contract.

It's possible there may be at least one office that will require paper copies of materials. ***NOTE: Please include the project manager on all correspondence related to construction efforts.

SECTION 01 30 00.24 Page 15

PART 2 NOT USED

PART 3 NOT USED

-- End of Section --

SECTION 01 30 00.24 Page 16

NOTES:

PLANNED COMPLETION DATE:

JAMES SMITH

GENERAL CONTRACTOR

JOHN DOE

ARCHITECT-ENGINEER

HANGAR

FIELD MAINTENANCE

U.S. ARMY CORPS OF ENGINEERS

IN PARTNERSHIP WITH

U.S. AIR FORCE PROJECT

U.S. AIR FORCE

8'-0"

LINE

A

B C

D

E

F

G

H

I

NO SCALE

PROJECT SIGN DETAILS

U.S. AIR FORCE MCP PROJECTS

4'-0"

SPACE

SCHEDULE

LETTER

FRONT VIEW END VIEW

I 4"

H 4" 8 PLANNED COMPLETION DATE 2.5" 1/4"

G 1" 7 GENERAL CONTRACTOR/A-E 1.5" 3/16"

F 5" 6 GENERAL CONTRACTOR/A-E 1.5" 3/16"

E 3" 5 PROJECT NAME CONT'D (IF REQ'D) 4" 1/2"

D 5" 4 PROJECT NAME 4" 1/2"

C 2" 3 U.S. ARMY CORPS OF ENGINEERS 1.5" 3/16"

B 2" 2 IN PARTNERSHIP WITH 1.5" 3/16"

A 4" 1 U.S. AIR FORCE PROJECT 1.5" 3/16"

SPACE HEIGHT LINE DESCRIPTION HEIGHT STROKE

EACH POST

AT 6" CTRS.

GALV. NAILS

NAIL WITH 8D

GROUND LINE

4" X 4" POST

EXTERIOR PLYWOOD

4' X 8' X 1/2"

GALV. BOLT

1/2" DIAM.

ANCHOR

2" X 6"

2" X 4" BRACE

GALV. BOLT

1/2" DIAM.

HELIOS BOLD II, HELVETICA BLACK ROMAN, OR HELVETICA BOLD ROMAN.

8. LETTERING STYLE SHALL BE EITHER HELIOS EXTRA BOLD CONDENSED,

THE SAME BACKGROUND COLOR AS THE SIGN.

7. ALL EXPOSED WOOD (POSTS, SUPPORTS, BACK, ETC.) SHALL BE PAINTED

FOR INSTALLATION BY THE CONTRACTOR.

U.S. AIR FORCE EMBLEM WILL BE FURNISHED BY THE CONTRACTING OFFICER

6. DECALCOMANIA FOR CORPS OF ENGINEERS INSIGNIA, U.S. ARMY STAR, AND

5. ALL LETTERING SHALL BE EXTERIOR TYPE ALKYD. COLOR SHALL BE WHITE.

(428-7) AS DIRECTED BY THE CONTRACTING OFFICER'S REPRESENTATIVE.

CARIBBEAN AZURE (2059-20) OR PITTSBURGH PAINTS WARM WASSAIL

MPI GLOSS LEVEL 6. COLOR SHALL MATCH EITHER BENJAMIN MOORE

TYPE ALKYD, CONFORMING TO MASTER PAINTERS INSTITUTE MPI-9,

4. PAINT WITH ONE EXTERIOR OIL PRIME COAT AND TWO COATS EXTERIOR

AND SANDED.

3. BEFORE PAINTING, SURFACE SHALL BE CLEAN, DRY, FREE OF GREASE

2. PLYWOOD SHALL BE EXTERIOR TYPE, A-C GRADE.

1. POSTS SHALL BE S4S.

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.6.1 Workers Per Day (WRKP)

3.3.6.2 Responsible Party Coding (RESP)

3.3.6.3 Area of Work Coding (AREA)

3.3.6.4 Modification Number (MODF)

3.3.6.5 Bid Item Coding (BIDI)

3.3.6.6 Phase of Work Coding (PHAS)

3.3.6.7 Category of Work Coding (CATW)

3.3.6.8 Feature of Work Coding (FOW)

3.3.7 Contract Milestones and Constraints

3.3.7.1 Project Start Date Milestone and Constraint

3.3.7.2 End Project Finish Milestone and Constraint

3.3.7.3 Interim Completion Dates and Constraints

3.3.7.3.1 Start Phase

3.3.7.3.2 End Phase

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

SECTION 01 32 01.00 10 Page 1

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.18.1 As-Built Drawings

3.3.18.2 O & M Manuals

3.3.19 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Submission

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.3.6 Critical Path

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01.00 10 Page 2

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (2017) Administration -- Project Schedules

1.2 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G, RO

Preliminary Project Schedule; G, RO

Initial Project Schedule; G, RO

Periodic Schedule Update; G, RO

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules

SECTION 01 32 01.00 10 Page 3 required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government default software is Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

Use of software other than Primavera P6 must be approved by the Contracting Officer. If a different software system is approved, the Contracting Officer may require the Contractor to provide for the Government's use up to two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

SECTION 01 32 01.00 10 Page 4

3.2.2 Withholdings / Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review and acceptance of features require design completion

c. Submission of mechanical/electrical/information systems layout drawings.

d. Long procurement activities

e. Submission and approval of O & M manuals.

f. Submission and approval of as-built drawings.

g. Submission and approval of DD1354 data and installed equipment lists.

SECTION 01 32 01.00 10 Page 5

h. Submission and approval of testing and air balance (TAB).

i. Submission of TAB specialist design review report.

j. Submission and approval of fire protection specialist.

k. Submission and approval of Building Commissioning Plan, test data, and reports: Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

l. Air and water balancing.

m. Building commissioning - Functional Performance Testing.

n. Controls testing plan submission.

o. Controls testing.

p. Performance Verification testing.

q. Other systems testing, if required.

r. Contractor's pre-final inspection.

s. Correction of punch list from Contractor's pre-final inspection.

t. Government's pre-final inspection.

u. Correction of punch list from Government's pre-final inspection.

v. Final inspection.

3.3.5 Government Activities

Show Government and other agency…