W9126G20B0030_AMENDMENT_0002_19MAR2020.pdf
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- HVAC Renovation of Bldg 1622
- Solicitation number
- W9126G20B0030
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This federal contract opportunity announcement is for an Invitation for Bid (IFB) solicitation from the Department of the Army Corps of Engineers Engineering District Fort Worth. The solicitation is for HVAC renovation services at Building 1622 at White Sands Missile Range in New Mexico. The project scope includes replacing and upgrading the HVAC system including air handling units, chillers, boilers, ductwork and controls. It also involves replacing existing suspended ceiling systems and light fixtures. Required abatement of asbestos and lead-based paint associated with demolition and construction work. The construction value is estimated between $1,000,000 to $5,000,000. The acquisition is set aside as 100% small business and utilizes a design-bid-build project delivery method. Offerors must regularly check the beta.sam.gov website using solicitation number W9126G20B0030 for any amendments made to the forthcoming IFB.
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AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.
15A. NAME AND TITLE OF SIGNER (Type or print)
30-105-04 EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
The Solicitation for Building 1622 HVAC Renovation; White Sands Missile Range, New Mexico is amended as follows.
See SF30 Continuation Sheet(s)
NOTE: Proposal Receipt date is 30 March 2020; at 10:00 a.m.,CT.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY
16B. UNITED STATES OF AMERICA 15C. DATE SIGNED 15B. CONTRACTOR/OFFEROR
(Signature of Contracting Officer) (Signature of person authorized to sign)
8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X 9A. AMENDMENT OF SOLICITATION NO.
W9126G20B0020
X 9B. DATED (SEE ITEM 11)
21-Feb-2020
10B. DATED (SEE ITEM 13)
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer is extended, X is not extended.
Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:
(a) By completing Items 8 and 15, and returning copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;
or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
12. ACCOUNTING AND APPROPRIATION DATA (If required)
13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.
IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE
CONTRACT ORDER NO. IN ITEM 10A.
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).
C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority)
E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
10A. MOD. OF CONTRACT/ORDER NO.
2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)
6. ISSUED BY
3. EFFECTIVE DATE
19-Mar-2020
CODE
US ARMY ENGINEER DISTRICT, FORT WORTH
ATTN: CESWF-CT
819 TAYLOR ST, ROOM 2A19
P.O. BOX 17300
FORT WORTH TX 76102-0300
W9126G 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODE CODE
EMAIL: TEL:
W9126G20B0030
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
CHANGES TO SOLICITATION W9126G20B0030
CHANGES TO THE SPECIFICATIONS
1. Replacement Sections - Replace the following sections with the accompanying new sections of the same number and title, bearing the notation W9126G20B0030, AMENDMENT 0002.
01 00 00.00 44 CONSTRUCTION SCHEDULE
01 35 20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE
09 90 00 PAINTS AND COATINGS
CHANGES TO THE DRAWINGS
2. Replacement Drawings.- Replace the drawings listed below with the attached new drawings(s) of the same number, each page bearing the notation W9126G20B0030, AMENDMENT 0002.
A-100 ARCHITECTURAL OVERALL FLOOR PLANS
A-110 ARCHITECTURAL BASEMENT FLOOR PLAN
A-120 ARCHITECTURAL REFLECTED CEILING BASEMENT PLAN
E-100 LIGHTING PLAN – BASEMENT
E-101 LIGHTING PLAN – FIRST FLOOR
E-102 LIGHTING PLAN – SECOND FLOOR
E-600 ELECTRICAL SCHEDULES
E-603 ELECTRICAL RISER DIAGRAMS
E-604 ELECTRICAL ONE-LINE DIAGRAMS
M-000 MECHANICAL LEGENDS
M-100 HVAC DUCTWORK PLAN - BASEMENT
M-101 HVAC DUCTWORK PLAN - FIRST FLOOR
M-102 HVAC DUCTWORK PLAN - SECOND FLOOR
End of Summary of Changes
WSMR B1622 HVAC Renovation WS19B1622
SECTION 01 00 00.00 44
CONSTRUCTION SCHEDULE
AMENDMENT 0002
PART 1 GENERAL
1.1 SCHEDULE
Commence, prosecute, and complete the work under this contract in accordance with the following schedule and Section 00 72 00 CONTRACT CLAUSES COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK and LIQUIDATED
DAMAGES:
Item of Work Commencement of Work
(Calendar days)
Completion of Work
(Calendar days)
Liquidated Damages per cale ndar days
(1) All work, including O&M Manuals a nd Final Record Drawings for the Building 1622 HVAC Renovation at White Sands Missile Range.
See NTP. 450 $ 1,163.85
NOTE: All work on this project shall be completed within the number of calender days stated in Item of Work (1) above, inclusive of all review periods and Government phasing requirements specified. The liquidated damages stated above will be applied for each calendar day the Contractor exceeds the Contract scheduled duration.
a. Liquidated damages for individual items of work will not be combined. Only the rate of the affected item of work will be assessed.
b. Liquidated damages are not accumulative for multiple phases of work.
SECTION 01 00 00.00 44 Page 1
W9126G20B0030, AMENDMENT 0002
** Operation and Maintenance Manuals: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph OPERATION AND MAINTENANCE MANUALS for requirements .
*** Record Drawings: See Section 01 78 00 CLOSEOUT SUBMITTALS, paragraph titled RECORD DRAWINGS for requirements.
1.1.1 Testing of Heating and Air-Conditioning Systems
The times stated for completion of this project includes all required testing specified in appropriate specification sections of heating, air conditioning and ventilation systems including HVAC Commissioning.
Exception: boiler combustion efficiency test, boiler full load tests, cooling tower performance tests, and refrigeration equipment full load tests, when specified in the applicable specifications, shall be performed in the appropriate heating/cooling season as determined by the Contracting Officer.
1.2 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER (OCT 1989)
(ER 415-1-15)(52.0001-4038 1/96)
a. This provision specifies the procedure for determination of time extensions for unusually severe weather in accordance with the contract clause FAR 52.249-10 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. Weather Conditions
(1) Climate is typical of the southwest desert with a wide temperature range between day and night, often as high as 50 degrees F change in 24 hours. The annual range temperature is from a maximum of 108 degrees F in summer to an extreme low of 0 degrees F in winter. The recorded low was -10 degrees F .
(2) Average annual rainfall varies from about 9.5 inches in the southern part of the reservation to over 10 inches in the northern part. During most years, about 60 percent precipitation occurs in July, August, and September.
(3) The prevailing winds are out of the west. A salient feature of these winds is their gusty nature. Wind velocities have reached a maximum of 123 miles per hour . The higher velocities are experienced adjacent to the mountains, and the lower velocities in the valley regions. These winds, chiefly from the west and southwest, vary from small whirlwinds known as "dust-devil," to high winds of more than 24-hour duration. The dust-devil type of whirlwinds throw sand and gravel with sufficient velocity to cause visible pitting of automobile windows and impingement. The high winds with their gusts have removed windows and roofs from houses and buildings in the Post Area. The sand and dust (most prevalent in the spring), cause rapid deterioration of unprotected equipment and instruments. Damaging high
SECTION 01 00 00.00 44 Page 2 winds have also been recorded in November, December, and March.
(4) The following schedule of monthly anticipated adverse weather delays due to precipitation and temperature 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. Wind is not considered in the Monthly Anticipated Adverse Weather Calendar Day Schedule.
MONTHLY ANTICIPATED ADVERSE WEATHER DELAY
WORK DAYS BASED ON (5) DAY WORK WEEK
WHITE SANDS, NM AREA (WSMR AND RESEREVE CTR AT LAS CRUCES)
JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC
1 1 1 1 2 1 4 4 2 1 1 3
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.
d. 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 contract clause entitled "Default (Fixed Price Construction)."
1.3 CONSTRUCTION PHASING
1.3.1 Phasing Requirements
Building will be available to the contractor on 15 June 2020. Access required by the Contractor for planning and lay-out activities inside Building 1622 prior to 15 June 2020 will require coordination with the COR and a minimum of 10 business days advance notice.
1.4 WORK RESTRICTIONS
1.4.1 Working Hours
Normal <AM#0002>working hours are Monday through Friday, 0630 0700 to 1700 1600 hours, unless otherwise indicated at the preconstruction conference.
Requests to work at times other than the stated working hours, including scheduled utility outages discussed below, shall be submitted to the Contracting Officer for approval </AM#0002> . Contractor shall not work outside of the above stated working hours without prior written approval of the Contracting Officer.
SECTION 01 00 00.00 44 Page 3
1.4.2 Security Requirements
1.4.2.1 Installation Entrance Requirements
Entrance requirements to the Installation are specified in Section 01 35
20.00 44 SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANBGE.
Access to White Sands Missile Range will be delayed between 5 minutes and 30 minutes or longer due to increased security precautions, including the checking of vehicle ID’s, vehicle manifests, and the searching of all vehicles. Any general or specific threat to the safety of those working or living at White Sands Missile Range could result in longer waiting times at the access points to White Sands Missile Range. Individuals shall have one form of picture ID such as a driver's license (issuing state and number).
In addition to the picture ID, conference attendees shall also have their company's name and address, a memo on their company's letterhead stating the reason for entry, and the location on White Sands Missile Range where the conference is located.
1.4.3 Identification of Employees
The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works.
Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.
1.5 UTILITIES
1.5.1 Payment for Utility Services
Utilitiy availability and Payment For Utility Services are specified in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROL.
1.5.2 Coordination
For Contractor Telephone And Internet Service, the Contractor shall coordinate with ITBC and the local phone company for contractor telephone and internet service during construction.
1.5.3 Outages
The Contractor shall coordinate all requests for utility outages with the Contracting Officer and local utility provider (where applicable) in writing 14 days prior to date of requested outage:
a. Water, gas, steam, and sewer outages shall be held to a maximum duration of 4 hours unless otherwise approved in writing.
b. Electrical outages shall have a maximum duration of 4 hours.
SECTION 01 00 00.00 44 Page 4
c. All utility outages shall be scheduled only on Saturdays, Sundays, or holidays unless specific approval is otherwise received.
1.6 PAPERLESS CONTRACT SUBMISSION
a. GENERAL INFORMATION ON PAPERLESS CONTRACT SUBMISSION
The goal is to reduce waste, decrease time, decrease associated costs, and to streamline most file transmission procedures.
b. METHODS OF DIGITAL SUBMISSION
This contract shall use digital submission methods to the greatest extent practicable. Acceptable methods are as follows, in order of precedence:
1. RMS - will be used to the greatest extent practicable. Some items may not be submittable via RMS due to program constraints.
Those items shall use an alternate method. All ENGR 4025’s shall be generated and submitted in RMS.
2. Secure, Password Protected Web-Based System Access must be allowed and approved by the Government Representative. Access must be allowed and approved by the Government Representative. This method shall not be used for security sensitive documents.
3. E-mail – Items not submitted via RMS, as discussed above, shall be submitted via e-mail, if possible. E-mail limitations for file size must be considered prior to submission. Under current conditions, 5 megabytes is the limitation for any single file/e-mail.
4. CD/DVD – Will be accepted if no other method is possible and upon prior approval.
c. ITEMS TO BE SUBMITTED VIA HARDCOPY
Product samples, color boards, and any other item not feasible to submit digitally, shall be submitted hard copy. ENGR 4025 shall be submitted digitally always. The Government reserves the right to request hard copy submission on any item, if deemed necessary.
Contractor shall be prepared to provide requested hard copy at any time.
1.7 CONTRACTOR PERFORMANCE EVALUATIONS
In accordance with the provisions of Subpart 36.201 (Evaluation of Contractor Performance) of the Federal Acquisition Regulation (FAR), construction contractor’s performance shall be evaluated throughout the performance of the contract. The United States Army Corps of Engineers (USACE) follows the procedures outlined in Engineering Regulation 415-1-17 to fulfill this FAR requirement. For construction contracts awarded at or above $700,000.00, the USACE will evaluate contractor’s performance and prepare a performance report using the Contractor Performance Assessment Reporting System (CPARS), which is now a web-based system. After an evaluation (interim or final) is written up by the USACE, the contractor
SECTION 01 00 00.00 44 Page 5 will have the ability to access, review and comment on the evaluation for a period of 60 days. Accessing and using CPARS requires specific software, called PKI certification, which is installed on the user’s computer. The certification is a Department of Defense requirement and was implemented to provide security in electronic transactions. The certification software could cost approximately $110 - $125 per certificate per year and is purchased from an External Certificate Authorities (ECA) vendor. Current information about the PKI certification process and for contacting vendors can be found on the web site: http://www.cpars.csd.disa.mil/ . If the Contractor wishes to participate in the performance evaluation process, access to CPARS and PKI certification is the sole responsibility of the Contractor.
1.8 CONTRACTOR PAYROLL RECORD
Contractor shall be required to log payrolls for all their own employees and subcontractors utilizing ENG Form 3180. Each subcontractor requires a separate ENG 3180 for their payrolls. The Contractor shall maintain the ENG 3180, along with the payrolls, on site and available for review by the Contracting Officer's Representative. The ENG 3180's shall be updated weekly as payrolls are submitted. After making copies for their files, the Contractor is required to submit the originals of each week’s payrolls to the Resident Office. Before final payment, the Contractor shall provide the completed ENG 3180’s to the Contracting Officer's Representatives.
1.9 CONTRACTOR SUPPLY and USE OF ELECTRONIC SOFTWARE FOR PROCESSING WAGE
RATE REQUIREMENTS CERTIFIED LABOR PAYROLLS
(a) The contractor is required to 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) The contractor shall be responsible for obtaining and providing 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. When the contractor uses an electronic payroll system, the electronic payroll service shall be used by the contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this construction contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required 3 years after contract completion. The contractor shall obtain and provide electronic system access to the Government, as required to comply with the Wage Rate Requirements over the duration of this construction contract. The access shall include electronic review access by the Government contract administration office to the electronic payroll processing system used by the contractor.
(c) The contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:
(1) commercially available;
(2) compliant with appropriate Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation (FAR);
SECTION 01 00 00.00 44 Page 6
(3) able to accommodate the required numbers of employees and subcontractors planned to be employed under the contract
(4) capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records for export in an Excel spreadsheet to be imported into the contractor's Quality Control System (QCS) version of Resident Management System (RMS), that in turn shall export payroll data to the Government's RMS;
(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 date/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, that is, a CD or DVD and PDF file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall 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 shall 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 shall not be a separately bid or reimbursed item under this contract.
1.10 ADDITIONAL CONTRACTOR PAYROLL RECORD
(1) The Fort Worth District requires the contractor and all sub-contractors to use an electronic payroll system meeting the requirements the above referenced requirements and the following.
(a) The Certified Labor Payrolls must be tracked electronically via WEB-based software and all data must be submitted via WEB. Payroll guidelines,"Instructions to Contractors on Contract Labor Requirements, published as "Appendix A, SWFP 1185-1-1" (also known as the Green book), will be provided to advise/inform contractors how these labor provisions will be administered and enforced.
(b) The WEB-based software must be capable of downloading data directly from existing electronic payrolls, track workers to ensure that overtime is being paid when overtime status is reached on Government contracts whether on one or multiple contracts or different sub-contractors. The software must track apprentices and journeyman ratios, create and track SF-1444 "Request for Authorization of Additional Classification and Rate", track workers by name/address/with or without Social Security Numbers, allow automated redaction of information appearing on payroll statements for agency response to Freedom of Information Act (FOIA requests), and provide free online training by the software provider to any user of the software.
(c) The software must allow fringe benefit statement to track fringe benefits "whether cash or into an approved plan, fund, or program. If the fringe benefits are paid into a plan, fund, or program the company's name
SECTION 01 00 00.00 44 Page 7
(receiving benefits), phone number, and address shall be listed on the Statement of Compliance Form (DD Form 879 or WH-347).
(d) Software must provide a method of tracking standard and non-standard deductions such as restitution, alimony, child support, and allow for custom entries. Method of tracking must list the deductions on the statement of compliance or be listed as an attachment.
(e) The Contractor is required to provide the updated 3080's and notify the Contracting Officer's Representatives weekly by email when the current payrolls are complete and ready for inspection/review on the WEB. Before final payment, the Contractor shall provide the completed ENG For 3180's and 3 disks (CD/DVD) which include complete copies of the Contractor and sub-contractor's payrolls/attachments, to the Contracting Officer's Representatives.
(2) Electronic copies of electronically/manually signed forms/memos/letters such as SF 1413 Statement of Acknowledgement (sub-contractor agreement), SF-1444 "Request for Authorization of Additional Classification and Rate", employee deduction authorization, certification of apprentices and trainees shall be provided to the Contracting Officer's Representative as required by FAR.
1.11 STREET CLOSINGS
The Contractor shall coordinate all requests for street closings with the Contracting Officer in writing 21 days prior to date of requested outage:
a. One lane traffic shall be maintained at all times (except that a total closing may be allowed for specific 8-hour periods).
b. The final street repair shall be completed within 21 calendar days after the start of any street crossing. Any part of the street returned to service prior to final repair shall be maintained smooth with hot-mix cold-lay surface course.
c. Open cuts across paved roads and streets for utility crossings will not be allowed. Utility crossings will be accomplished by boring or jacking procedures only.
1.12 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:
Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/ Department of Veteran Affairs - VOW to Hire Heroes Act http://benefits.va.gov/vow
SECTION 01 00 00.00 44 Page 8
Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html U.S. Chamber of Commerce Foundation - Hiring Our Heroes http://www.hiringourheroes.org/
PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)
-- End of Section --
SECTION 01 00 00.00 44 Page 9
SECTION 01 35 20.00 44
SPECIAL PROJECT PROCEDURES FOR WHITE SANDS MISSILE RANGE
AMENDMENT 0002
PART 1 GENERAL
1.1 NOTICE OF RESTRICTED ACCESS TO WHITE SANDS MISSILE RANGE
White Sands Missile Range is a restricted area in its entirety. Access to the Range by foreign nationals is not authorized unless approved on a case-by-case basis by the commander. The Contractors shall present to the Contracting Officer or his representative acceptable evidence of United States citizenship or bona fide immigrant alien status for each Contractor or sub-contractor employee who will perform work at this installation.
Requests for foreign national access shall be presented to the Contracting Officer at least 14 days prior to the desired access date. The following information must be included in each visit request: Name in full, security clearance, official title or position, nationality, visa, passport, order number, or serial number, date(s) desired and purpose of visit.
<AM#0002>Building 1622 is a facility with controlled access. During onsite work, escorts are required and will be provided by the Government at no cost to the Contractor. Escort assignment may not be transferred or delegated to Contractor personnel. </AM#0002>
1.2 CONTRACTOR ACCESS PROGRAM
White Sands Missile Range utilizes the contractor Access program known as RAPIDGate, by EID Passport. All Contractors and their employees needing daily access for prolonged periods will be required to obtain a RAPIDGate Badge. Each Contractor will be required to complete the required enrollment documentation and pay the RAPIDGate enrollment fee. The current RAPIDGate fee is $199.00 per contractor pin number, and $159.00 per each employee.
All employees requiring daily access will be required to obtain a RAPIDGate Pass. Also, the Pass will be required to be renewed yearly. Employees may register at the RAPIDGate registration station located at White Sands Missile Range (WSMR). This requirement will reduce WSMR Visitor Center volume and will also reduce the time it takes for Contractor personnel to access WSMR.
EID Passport will screen each employee registered in the RAPIDGate program.
As a part of the registration process, each applicant must pass a confidential RAPIDGate background screening. Each applicant who passes the background screening and who meets all the RAPIDGate program eligibility requirements will be issued a RAPIDGate badge to wear for entrance onto White Sands Missile Range.
The Company’s RAPIDGate enrollment, and its authorized RAPIDGate badge holder’s access privileges, is valid for a set period of one year, provided that your company and its authorized RAPIDGate badge holders continue to meet the RAPIDGate program eligibility requirements at all times. EID Passport may conduct periodic background screenings of your company’s authorized badge holders on a regular basis, to verify their continued eligibility. Renewals in the RAPIDGate program are subject to your
SECTION 01 35 20.00 44 Page 1 company’s, and its authorized badge holders, continued eligibility.
1.2.1 Background Checks
The Contractor may be requested to furnish information to conduct background checks for each employee to the Security Directorate and/or Pass & Badge Office prior to access to the installation. <AM#0002> The Contractor shall comply with the additional following Data and Analysis Center (DAC)/Army Research Laboratory (ARL) Access and General Protection/ Security Policy and Procedures. Contractor and all associated sub-contractor employees shall provide all information required for background checks to meet installation access requirements. This background check will be completed by the installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) 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) for any individual facility or installation change, the Government may require changes in contractor security matters or processes. </AM#0002>
1.2.2 Identification of Employees
The Contractor shall be responsible for furnishing to each employee, and for requiring each employee engaged on the work to display, identification as approved and directed by the Contracting Officer. Prescribed identification shall immediately be delivered to the Contracting Officer for cancellation upon release of any employee. When required, the Contractor shall obtain and provide fingerprints of persons employed on the project. Contractor and subcontractor personnel shall wear identifying markings on hard hats clearly identifying the company for whom the employee works. Contractor personnel shall wear visible Contractor-furnished employee identification badges while physically on the Installation. Each badge shall include, as a minimum, the company name, employee name, photograph, Contract Title, Contract Number, and the expiration date of the badge.
1.2.3 Utility Outages
Although no outages are anticipated, the following guidelines are provided: Utility outage permits are required. The contractor is responsible for the coordination and submitting all forms and sketches required for any outage. Utility, road and railroad closures require a minimum ten(10) working days advance written notice and will be subject to WSRO approval. In the case of a road closure a sketch shall be in accordance with the Manual on Uniform Traffic Control Devices, and shall be provided at no additional cost to the government.
1.2.4 General Requirements
The Contractor is responsible for daily clean-up and completes restoration of the area once the contract is complete. Work shall be accomplished in accordance with all applicable contract documents.
1.2.5 Environmental Concerns
The Contractor is responsible for getting all Environmental approvals (SWPPP's, etc…..). The Contractor shall prepare a SWPPP for review by the
SECTION 01 35 20.00 44 Page 2
Government and shall be a co-permittee on the NPDES permit. Once the Government has reviewed and accepted the Contractor's submitted SWPPP, the Contractor shall submit a Notice Of Intent (NOI) and provide a copy to the Government no later than 5 days prior to earth disturbance. See Section 01 57 20.20 44 ENVIRONMENTAL PROTECTION FOR WHITE SANDS MISSILE RANGE for more detail.
SWPPP: All work shall be in accordance with the National Pollutant Discharge Elimination System Manual (NPDSM) December 2003. The Contractor is responsible for installing and maintaining all erosion and sediment control devices until permanent stabilization of the disturbed site has occurred. All erosion and sediment control devices shall be inspected weekly and after every storm and repairs made if necessary. At the completion of construction and after the vegetation has been established, the Contractor shall remove all temporary erosion and sediment control devices. The Contractor shall construct or install temporary and permanent erosion and sediment control best management practices (BMPs) in accordance with UFSWF Guide Specification Section 01 57 23 STORM WATER
POLLUTION PREVENTION MEASURES.
Unexploded Ordinance (UXO): The project does not have any historical documentation of any incidences of Unexploded Ordinance (UXO's). However, WSMR is an active range and all Contractor employees must have WSMR provided UXO training. No one is allowed on WSMR range areas without the training. No one shall disturb any suspicious object or item that could be a UXO and it should be immediately reported to 678-7588 or 678-3411.
Information on projected roadblocks, lockouts, and lock-ins can be obtained by calling (575) 678-1178 (recording) and/or (575) 678-2222 (office).
PART 2 PRODUCTS (NOT APPLICABLE)
PART 3 <AM#0002> EXECUTION (NOT APPLICABLE)
3.1 ELEVATOR USE
The existing elevator in Building 1622 is not available for use by the Contractor during the construction contract. </AM#0002>
-- End of Section --
SECTION 01 35 20.00 44 Page 3
SECTION 09 90 00
PAINTS AND COATINGS
AMENDMENT 0002
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.
AMERICAN CONFERENCE OF GOVERNMENTAL INDUSTRIAL HYGIENISTS (ACGIH)
ACGIH 0100 (2015; Suppl 2002-2016) Documentation of the Threshold Limit Values and Biological Exposure Indices
ASTM INTERNATIONAL (ASTM)
ASTM C920 (2018) Standard Specification for Elastomeric Joint Sealants
ASTM D235 (2002; R 2012) Mineral Spirits (Petroleum Spirits) (Hydrocarbon Dry Cleaning Solvent)
ASTM D4214 (2007; R 2015) Standard Test Method for Evaluating the Degree of Chalking of Exterior Paint Films
ASTM D4263 (1983; R 2012) Indicating Moisture in Concrete by the Plastic Sheet Method
ASTM D4444 (2013) Use and Calibration of Hand-Held Moisture Meters
ASTM D523 (2014; R 2018) Standard Test Method for Specular Gloss
ASTM D6386 (2016) Standard Practice for Preparation of Zinc (Hot-Dip Galvanized) Coated Iron and Steel Product and Hardware Surfaces for Painting
ASTM F1869 (2016) Standard Test Method for Measuring Moisture Vapor Emission Rate of Concrete Subfloor Using Anhydrous Calcium Chloride
MASTER PAINTERS INSTITUTE (MPI)
MPI 107 (2012) Primer, Rust-Inhibitive, Water Based
MPI 139 (2012) Latex, Interior, High Performance Architectural, (MPI Gloss Level 3)
MPI 23 (2012) Primer, Metal, Surface Tolerant
SECTION 09 90 00 Page 1
MPI 4 (2012) Interior/Exterior Latex Block Filler
MPI 42 (2012) Textured Coating, Latex, Flat
MPI 50 (2012) Primer Sealer, Latex, Interior
MPI 79 (2012) Primer, Alkyd, Anti-Corrosive for Metal
MPI 94 (2012) Alkyd, Exterior, Semi-Gloss (MPI Gloss Level 5)
SCIENTIFIC CERTIFICATION SYSTEMS (SCS)
SCS SCS Global Services (SCS) Indoor Advantage
SOCIETY FOR PROTECTIVE COATINGS (SSPC)
SSPC 7/NACE No.4 (2007; E 2004) Brush-Off Blast Cleaning
SSPC Guide 6 (2015) Guide for Containing Surface Preparation Debris Generated During Paint Removal Operations
SSPC Guide 7 (2004; E 2004) Guide to the Disposal of Lead-Contaminated Surface Preparation Debris
SSPC PA 1 (2016) Shop, Field, and Maintenance Coating of Metals
SSPC PA Guide 3 (1982; E 1995) A Guide to Safety in Paint Application
SSPC SP 1 (2015) Solvent Cleaning
SSPC SP 10/NACE No. 2 (2007) Near-White Blast Cleaning
SSPC SP 12/NACE No.5 (2002) Surface Preparation and Cleaning of Metals by Waterjetting Prior to Recoating
SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning
SSPC SP 3 (1982; E 2004) Power Tool Cleaning
SSPC SP 6/NACE No.3 (2007) Commercial Blast Cleaning
SSPC VIS 1 (2002; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Dry Abrasive Blast Cleaning
SSPC VIS 3 (2004) Guide and Reference Photographs for Steel Surfaces Prepared by Hand and Power Tool Cleaning
SSPC VIS 4/NACE VIS 7 (1998; E 2000; E 2004) Guide and Reference Photographs for Steel Surfaces Prepared by Waterjetting
SECTION 09 90 00 Page 2
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
U.S. ENVIRONMENTAL PROTECTION AGENCY (EPA)
EPA Method 24 (2000) Determination of Volatile Matter Content, Water Content, Density, Volume Solids, and Weight Solids of Surface Coatings
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FED-STD-313 (2014; Rev E) Material Safety Data, Transportation Data and Disposal Data for Hazardous Materials Furnished to Government Activities
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910.1000 Air Contaminants
29 CFR 1910.1001 Asbestos
29 CFR 1910.1025 Lead
29 CFR 1926.62 Lead
UNDERWRITERS LABORATORIES (UL)
UL 2818 (2013) GREENGUARD Certification Program For Chemical Emissions For Building Materials, Finishes And Furnishings
1.2 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 the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:
The current MPI, "Approved Product List" which lists paint by brand, label, product name and product code as of the date of contract award, will be used to determine compliance with the submittal requirements of this specification. The Contractor may choose to use a subsequent MPI "Approved Product List", however, only one list may be used for the entire contract and each coating system is to be from a single manufacturer. Provide all coats on a particular substrate from a single manufacturer. No variation from the MPI Approved Products List is acceptable.
Samples of specified materials may be taken and tested for compliance with specification requirements.
SD-03 Product Data
Coating ; G
SECTION 09 90 00 Page 3
Sealant
SD-04 Samples
Color ; G
SD-07 Certificates
Applicator's Qualifications
Indoor Air Quality for Paints and Primers
Indoor Air Quality for Consolidated Latex Paints
SD-08 Manufacturer's Instructions
Application Instructions
Mixing
Manufacturer's Safety Data Sheets
SD-10 Operation and Maintenance Data
Coatings ; G
1.3 CERTIFICATES
1.3.1 Indoor Air Quality
Submit required indoor air quality certifications in one submittal package.
1.3.1.1 Paints and Coatings
Provide paint and coating products certified to meet indoor air quality requirements by UL 2818 (Greenguard) Gold, SCS Global Services Indoor Advantage Gold or provide certification by other third-party programs.
Provide current product certification documentation from certification body.
1.4 APPLICATOR'S QUALIFICATIONS
1.4.1 Contractor Qualification
Submit the name, address, telephone number, FAX number, and e-mail address of the contractor that will be performing all surface preparation and coating application. Submit evidence that key personnel have successfully performed surface preparation and application of coatings on on a minimum of three similar projects within the past three years. List information by individual and include the following:
a. Name of individual and proposed position for this work.
b. Information about each previous assignment including:
Position or responsibility
Employer (if other than the Contractor)
SECTION 09 90 00 Page 4
Name of facility owner
Mailing address, telephone number, and telex number (if non-US) of facility owner
Name of individual in facility owner's organization who can be contacted as a reference
Location, size and description of structure
Dates work was carried out
Description of work carried out on structure
1.5 QUALITY ASSURANCE
1.6 REGULATORY REQUIREMENTS
1.6.1 Environmental Protection
In addition to requirements specified elsewhere for environmental protection, provide coating materials that conform to the restrictions of the local Air Pollution Control District and regional jurisdiction. Notify Contracting Officer of any paint specified herein which fails to conform.
1.6.2 Lead Content
Do not use coatings having a lead content over 0.06 percent by weight of nonvolatile content.
1.6.3 Chromate Content
Do not use coatings containing zinc-chromate or strontium-chromate.
1.6.4 Asbestos Content
Provide asbestos-free materials.
1.6.5 Mercury Content
Provide materials free of mercury or mercury compounds.
1.6.6 Silica
Provide abrasive blast media containing no free crystalline silica.
1.6.7 Human Carcinogens
Provide materials that do not contain ACGIH 0100 confirmed human carcinogens (A1) or suspected human carcinogens (A2).
1.7 PACKAGING, LABELING, AND STORAGE
Provide paints in sealed containers that legibly show the contract specification number, designation name, formula or specification number, batch number, color, quantity, date of manufacture, manufacturer's formulation number, manufacturer's directions including any warnings and special precautions, and name and address of manufacturer. Furnish
SECTION 09 90 00 Page 5 pigmented paints in containers not larger than 5 gallons . Store paints and thinners in accordance with the manufacturer's written directions, and as a minimum, stored off the ground, under cover, with sufficient ventilation to prevent the buildup of flammable vapors, and at temperatures between 40 to 95 degrees F .
1.8 SAFETY AND HEALTH
Apply coating materials using safety methods and equipment in accordance with the following:
Comply with applicable Federal, State, and local laws and regulations, and with the ACCIDENT PREVENTION PLAN, including the Activity Hazard Analysis as specified in Section 01 35 26 GOVERNMENT SAFETY REQUIREMENTS and in Appendix A of EM 385-1-1 . Include in the Activity Hazard Analysis the potential impact of painting operations on painting personnel and on others involved in and adjacent to the work zone.
1.8.1 Safety Methods Used During Coating Application
Comply with the requirements of SSPC PA Guide 3 .
1.8.2 Toxic Materials
To protect personnel from overexposure to toxic materials, conform to the most stringent guidance of:
a. The applicable manufacturer's Safety Data Sheets (SDS) or local regulation.
b. 29 CFR 1910.1000 .
c. ACGIH 0100 , threshold limit values.
d. The appropriate OSHA standard in 29 CFR 1910.1025 and 29 CFR 1926.62 for surface preparation on painted surfaces containing lead. Removal and disposal of coatings which contain lead is specified in Section 02 83 00 LEAD REMEDIATION. Additional guidance is given in SSPC Guide 6 and SSPC Guide 7 . Refer to drawings for list of hazardous materials located on this project. Coordinate paint preparation activities with this specification section.
e. The appropriate OSHA standards in 29 CFR 1910.1001 for surface preparation of painted surfaces containing asbestos. Removal and disposal of coatings which contain asbestos materials is specified in Section 02 82 00 ASBESTOS REMEDIATION. Refer to drawings for list of hazardous materials located on this project. Coordinate paint preparation activities with this specification section.
Submit manufacturer's Safety Data Sheets for coatings, solvents, and other potentially hazardous materials, as defined in FED-STD-313 .
1.9 ENVIRONMENTAL CONDITIONS
Comply, at minimum, with manufacturer recommendations for space ventilation during and after installation.
SECTION 09 90 00 Page 6
1.9.1 Coatings
Do not apply coating when air or substrate conditions are:
a. Less than 5 degrees F above dew point;
b. Below 50 degrees F or over 95 degrees F , unless specifically pre-approved by the Contracting Officer and the product manufacturer.
Do not, under any circumstances, violate the manufacturer's application recommendations.
1.10 COLOR SELECTION
Provide colors of finish coats as indicated or specified. Allow Contracting Officer to select colors not indicated or specified.
Manufacturers' names and color identification are used for the purpose of color identification only. Named products are acceptable for use only if they conform to specified requirements. Products of other manufacturers are acceptable if the colors approximate colors indicated and the product conforms to specified requirements.
Tint each coat progressively darker to enable confirmation of the number of coats.
Provide color, texture, and pattern of wall coating systems as indicated .
Submit manufacturer's samples of paint colors. Cross reference color samples to color scheme as indicated. Submit color stencil codes.
1.11 LOCATION AND SURFACE TYPE TO BE PAINTED
1.11.1 Painting Included
Where a space or surface is indicated to be painted, include the following unless indicated otherwise.
a. Surfaces behind portable objects and surface mounted articles readily detachable by removal of fasteners, such as screws and bolts.
b. New factory finished surfaces that require identification or color coding and factory finished surfaces that are damaged during performance of the work.
c. Existing coated surfaces that are damaged during performance of the work.
d. Patched areas where mechanical or electrical items were removed, and adjacent wall areas to a wall corner or other inconspicuous area.
<AM#0002> e. Paint from corner to corner where louver, duct, or similar component infill is required in a room. Paint from door to door where louver, duct, or similar component infill is required in a hall.
</AM#0002>
1.11.1.1 Exterior Painting
Includes new surfaces, existing coated surfaces, of the building and appurtenances. Also included are existing coated surfaces made bare by cleaning operations.
SECTION 09 90 00 Page 7
1.11.1.2 Interior Painting
Includes new surfaces and existing coated surfaces of the building and appurtenances as indicated and existing coated surfaces made bare by cleaning operations. Where a space or surface is indicated to be painted, include the following items, unless indicated otherwise.
a. Exposed columns, girders, beams, joists, and metal deck; and
b. Other contiguous surfaces.
1.11.2 Painting Excluded
Do not paint the following unless indicated otherwise.
a. Surfaces concealed and made inaccessible by panelboards, fixed ductwork, machinery, and equipment fixed in place.
b. Surfaces in concealed spaces. Concealed spaces are defined as enclosed spaces above suspended ceilings, furred spaces, attic spaces, crawl spaces, elevator shafts and chases.
c. Steel to be embedded in concrete.
d. Copper, stainless steel, aluminum, brass, and lead except existing coated surfaces.
e. Hardware, fittings, and other factory finished items.
1.11.3 Exterior Painting of Site Work Items
Field coat the following items:
New Surfaces Existing Surfaces
a. Pipe Bollards
1.11.4 Definitions and Abbreviations
1.11.4.1 Qualification Testing
Qualification testing is the performance of all test requirements listed in the product specification. This testing is accomplished by MPI to qualify each product for the MPI Approved Product List, and may also be accomplished by Contractor's third party testing lab if an alternative to Batch Quality Conformance Testing by MPI is desired.
1.11.4.2 Batch Quality Conformance Testing
Batch quality conformance testing determines that the product provided is the same as the product qualified to the appropriate product specification. This testing must be accomplished by an MPI testing lab.
1.11.4.3 Coating
A film or thin layer applied to a base material called a substrate. A coating may be a metal, alloy, paint, or solid/liquid suspensions on
SECTION 09 90 00 Page 8 various substrates (such as metals, plastics, wood, paper, leather, cloth). They may be applied by electrolysis, vapor deposition, vacuum, or mechanical means such as brushing, spraying, calendaring, and roller coating. A coating may be applied for aesthetic or protective purposes or both. The term "coating" as used herein includes emulsions, enamels, stains, varnishes, sealers, epoxies, and other coatings, whether used as primer, intermediate, or finish coat. The terms paint and coating are used interchangeably.
1.11.4.4 DFT or dft
Dry film thickness, the film thickness of the fully cured, dry paint or coating.
1.11.4.5 DSD
Degree of Surface Degradation, the MPI system of defining degree of surface degradation. Five (5) levels are generically defined under the Assessment sections in the MPI Maintenance Repainting Manual.
1.11.4.6 EPP
Environmentally Preferred Products, a standard for determining environmental preferability in support of Executive Order 13101.
1.11.4.7 EXT
MPI short term designation for an exterior coating system.
1.11.4.8 INT
MPI short term designation for an interior coating system.
1.11.4.9 micron / microns
The metric measurement for 0.001 mm or one/one-thousandth of a millimeter.
1.11.4.10 mil / mils
The English measurement for 0.001 in or one/one-thousandth of an inch, equal to 25.4 microns or 0.0254 mm.
1.11.4.11 mm
The metric measurement for millimeter, 0.001 meter or one/one-thousandth of a meter.
1.11.4.12 MPI Gloss Levels
MPI system of defining gloss. Seven (7) gloss levels (G1 to G7) are generically defined under the Evaluation…
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