N4019220R1300_Amendment 0014_03SEP2020.pdf
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- Solicitation number
- N4019220R1300
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This is a solicitation for construction services to repair and modernize Lima Wharf and appurtenances at Naval Base Guam. The work includes replacement of the steel sheet pile bulkhead, replacement of the mooring system, restoration of the heavy weather mooring system, fender system restoration, replacement of the existing electrical substation, replacement of wharf utilities including potable water, bilge oily water, sewer, steam, drainage, electrical and telecommunications, construction of wharf lighting, pavement and other appurtenances. Additionally, the work includes construction of a bilge oily water treatment system to process bilge oily water offloaded by vessels berthing at Lima for repairs. The NAICS code is 237990 and the estimated cost of construction is between $100 million and $250 million. Offerors must submit a technical proposal, past performance information and a price proposal for evaluation using tradeoff source selection procedures. A bid bond of $3 million or 20% of the bid price, whichever is less, is required with offers.
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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)
30-105-04EXCEPTION TO SF 30
APPROVED BY OIRM 11-84
STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA
FAR (48 CFR) 53.243
FY21 SPECIAL PROJECT RM 14-1420, Repair Lima Wharf, Naval Base Guam
See Continuation Page.
1. CONTRACT ID CODE PAGE OF PAGES
J 1 2
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)
16C. DATE SIGNED
BY 03-Sep-2020
16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. 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 N4019220R1300
X 9B. DATED (SEE ITEM 11)
16-Jun-2020
10B. DATED (SEE ITEM 13)
9A. AMENDMENT OF SOLICITATION NO.
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 X is extended, 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
03-Sep-2020
CODE
COMMANDING OFFICER - NAVFAC MARIANAS
MAR MCON
PSC 455, BOX 195
FPO AP 96540-2937
N40192 7. ADMINISTERED BY (If other than item 6)
4. REQUISITION/PURCHASE REQ. NO.
CODE
See Item 6
FACILITY CODECODE
EMAIL:TEL:
N4019220R1300
SECTION SF 30 BLOCK 14 CONTINUATION PAGE
SUMMARY OF CHANGES
SECTION SF 30 - BLOCK 14 CONTINUATION PAGE (SF 30)
The following have been added by full text:
AMENDMENT 0014
A. In accordance with FAR 52.252-3 Alterations in Solicitation (APR 1984), portions of this solicitation are altered as follows:
1. Incorporate revisions to NAVFAC Specifications & Drawings WON 1383711 as directed in the detailed Summary of Changes dated 02 SEP 2020 provided herein in Enclosure (1).
2. SPECIFICATIONS: The following specifications incorporating the directed changes are issued as part of this amendment and provided herein in Enclosure (1).
SECTION 09 90 00 – PAINTS AND COATINGS
SECTION 40 05 13 – PIPELINES, LIQUID PROCESS PIPING
SECTION 40 42 60.20 – BILGE AND OILY WASTE TREATMENT SYSTEM
3. DRAWINGS: The following drawings incorporating the directed changes are issued as part of this amendment and provided in Enclosure (1).
CIVIL: CD109, CD110, C-108, C-109, CU109, CU110
WHARF STRUCTURAL: S-605 through S-608
BOWTS STRUCTURAL: SB503
MECHANICAL BOWTS: M-101, M-601
ELECTRICAL: ES112, ES113
B. Notice 14 is provided in response to requests for information and is provided herein as Enclosure (2). Notice 14 is provided for INFORMATION ONLY. The solicitation remains unchanged unless it is amended in writing.
C. The date for receipt of proposals is extended from September 9, 2020 to September 11, 2020 at 4:30pm local time.
D. Offerors shall acknowledge this amendment in Block 19 of the Standard Form 1442 with their proposals.
SECTION 00 10 00 - SOLICITATION
The required response date/time has changed from 09-Sep-2020 04:30 PM to 11-Sep-2020 04:30 PM.
(End of Summary of Changes)
FY21 Special Project RM 14-1420 Repair Lima Wharf
Naval Base Guam
AMENDMENT DATED 02 SEP 2020
AMENDMENT 02 SEP 2020
SPECIFICATIONS
Changes as directed below shall be made to the respective specification sections. Specifications incorporating the directed changes are issued as part of this amendment.
SECTION 09 90 00 – PAINTS AND COATINGS
Remove Replace with
Pages 4-34 Pages 4-34, Amendment dated 02 SEP 2020
References
Remove the following reference:
“SSPC QP 1 - (2012; E 2012) Standard Procedure for Evaluating Painting Contractors (Field Application to
Complex Industrial Structures)”
Paragraph 1.4.2
Remove the following paragraph:
“1.4.2 SSPC QP 1 Certification
All contractors and subcontractors that perform surface preparation or coating application must be certified by the Society for Protective Coatings (formerly Steel Structures Painting Council) (SSPC) to the requirements of
SSPC QP 1 prior to contract award, and must remain certified while accomplishing any surface preparation or coating application. If a contractor's or subcontractor's certification expires, the firm will not be allowed to perform any work until the certification is reissued. Requests for extension of time for any delay to the completion of the project due to an inactive certification will not be considered and liquidated damages will apply. Notify the Contracting Officer of any change in contractor certification status.”
SECTION 40 05 13 – PIPELINES, LIQUID PROCESS PIPING
Remove Replace with
Pages 10-44 Pages 10-46, Amendment dated 02 SEP 2020
Paragraph 2.2
Add the following text:
“The piping materials shall be provided per the following schedule. Oily waste collection and transmission piping shall be double wall HDPE when buried. Lined ductile iron piping may be used in exposed above ground locations where high impact resistance is required.
PVC and CPVC may be used for normal domestic sewage, both gravity and force main per specification. PVC or CPVC may also be used for buried drain piping within the treatment facility.
Above ground wastewater and sludge piping within the treatment facility (including slop oil, BOW, treated effluent) should be designed using ductile iron or carbon steel pipe. Corrosion resistant coating systems shall be specified for both the interior and exterior surface of both ductile iron and carbon steel. Stainless steel may be specified as an alternate. Piping for above ground air shall be steel, coated carbon steel or stainless steel.
Copper pipe shall be limited to potable water plumbing service only.”
SECTION 40 42 60.20 – BILGE AND OILY WASTE TREATMENT SYSTEM
Remove Replace with
Page 4 Page 4, Amendment dated 02 SEP 2020
References
Remove the following reference:
“UFC 4-832-01N (2010) Design: Industrial and Oily Waste Control”
Replace reference with the following:
“UFC 4-832-01N (2004) Design: Industrial and Oily Waste Control”
DRAWINGS
Changes as directed below shall be made to the respective drawings. Drawings incorporating the directed changes are issued as part of this amendment.
DRAWING
NUMBER
NAVFAC
DWG.
NUMBER
CHANGE
NO.
TITLE/DIRECTED CHANGES
CD109 17238285 (2)
BOWTS SITE DEMOLITION PLAN – 1
Add demolition limits for electrical utilities
CD110 17238286
(1)
(2)
BOWTS SITE DEMOLITION PLAN – 2
Remove electrical junction box
Add demolition limits for electrical utilities
C-108 17238295 (2)
BOWTS SITE PLAN – 1
Add electrical work improvements
C-109 17238296 (2)
(3)
BOWTS SITE PLAN – 2
Remove electrical junction box
Add electrical work improvements
CU109 17238314 (2)
BOWTS SITE UTILITY PLAN – 1
Add electrical work improvements
CU110 17238315
(2)
(3)
BOWTS SITE UTILITY PLAN – 1
Remove electrical junction box
Add electrical work improvements
S-605 thru S-608
17238430 thru
17238433
(1) GROUND IMPROVEMENT SECTION – 1 thru 4
Revise % fines content for select granular fill
SB503 17238457 (1)
BOWT DETAILS - 3
Add equipment enclosure elevations and sections
M-101 17238486 (2)
BILGE OILY WASTE TREATMENT (BOWT)
EQUIPMENT PLAN
Add 2” sludge piping pumpout
M-601 17238488 (1)
BILGE OILY WASTE TREATMENT (BOWT) FLOW
DIAGRAM - 1
Add 2” sludge piping pumpout
ES112 17238523 (1)
ELECTRICAL SITE PLAN – 12
Revised working point coordinates for enclosure
ES113 17238524 (1)
ELECTRICAL SITE PLAN – BOWTS
Revised working points coordinates for enclosures
E-504 17238535 (1)
(2)
MISCELLANEOUS DETAILS - 1
Revised details and added CLI notes
Revised equipment layout and notes
1383711
SPECIFICATION REPLACEMENT SHEETS
SECTION 09 90 00 – PAINTS AND COATINGS
FY21 Special Project RM 14-1420 Repair Lima Wharf 1383711
Gloss Level 5)
MPI 95 (2012) Primer, Quick Dry, for Aluminum
SOCIETY FOR PROTECTIVE COATINGS (SSPC)
SSPC 7/NACE No.4 (2007; E 2004) Brush-Off Blast Cleaning
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
U.S. ARMY CORPS OF ENGINEERS (USACE)
EM 385-1-1 (2014) Safety and Health Requirements Manual
U.S. DEPARTMENT OF DEFENSE (DOD)
MIL-STD-101 (2014; Rev C) Color Code for Pipelines and for Compressed Gas Cylinders
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. FEDERAL AVIATION ADMINISTRATION (FAA)
FAA AC 70/7460-1 (2015; Rev L) Obstruction Marking and
SECTION 09 90 00 Page 4 Amendment 02 SEP 2020
Lighting
U.S. GENERAL SERVICES ADMINISTRATION (GSA)
FED-STD-595 (Rev C; Notice 1) Colors Used in Government Procurement
U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)
29 CFR 1910.1000 Air Contaminants
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. Submittals with an "S" are for inclusion in the Sustainability eNotebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. 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-02 Shop Drawings
Piping Identification
SD-03 Product Data
Coating; G
Sealant
SD-04 Samples
Color; G
Textured Wall Coating System; G
SD-07 Certificates
Applicator's Qualifications
SECTION 09 90 00 Page 5
Qualification Testing laboratory for coatings; G
Indoor Air Quality for Paints and Primers
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 .
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 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)
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
SECTION 09 90 00 Page 6
1.5 QUALITY ASSURANCE
1.5.1 Field Samples and Tests
The Contracting Officer may choose up to two coatings that have been delivered to the site to be tested at no cost to the Government. Take samples of each chosen product as specified in the paragraph SAMPLING PROCEDURES. Test each chosen product as specified in the paragraph TESTING PROCEDURE. Remove products from the job site which do not conform, and replace with new products that conform to the referenced specification. Test replacement products that failed initial testing at no cost to the Government.
Another required testing is Batch Quality Conformance Testing to prove conformance of the manufacturer's paint to the specified MPI standard.
This testing is accomplished before the materials are delivered to the job site. Provide testing for paint products. Test paint products as specified in the paragraph "Testing Procedure".
1.5.1.1 Sampling Procedure
The Contracting Officer will select paint at random from the products that have been delivered to the job site for sample testing. The Contractor will provide one quart samples of the selected paint materials. Take samples in the presence of the Contracting Officer, and label, and identify each sample. Provide labels in accordance with the paragraph PACKAGING, LABELING, AND STORAGE of this specification.
1.5.1.2 Testing Procedure
Provide Batch Quality Conformance Testing for specified products, as defined by and performed by MPI. As an alternative to Batch Quality Conformance Testing, the Contractor may provide Qualification Testing for specified products above to the appropriate MPI product specification, using the third-party laboratory approved under the paragraph "Qualification Testing" laboratory for coatings. Include the backup data and summary of the test results within the qualification testing lab report. Provide a summary listing of all the reference specification requirements and the result of each test. Clearly indicate in the summary whether the tested paint meets each test requirement. Note that Qualification Testing may take 4 to 6 weeks to perform, due to the extent of testing required.
Submit name, address, telephone number, FAX number, and e-mail address of the independent third party laboratory selected to perform testing of coating samples for compliance with specification requirements. Submit documentation that laboratory is regularly engaged in testing of paint samples for conformance with specifications, and that employees performing testing are qualified. If MPI is chosen to perform the Batch Quality Conformance testing, the above submittal information is not required, only a letter is required from the Contractor stating that MPI will perform the testing.
1.5.2 Textured Wall Coating System
Three complete samples of each indicated type, pattern, and color of textured wall coating system applied to a panel of the same material as
SECTION 09 90 00 Page 7 that on which the coating system will be applied in the work. Provide samples of wall coating systems minimum 5 by 7 inches and of sufficient size to show pattern repeat and texture.
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 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. Do not store paint, polyurethane, varnish, or wood stain products with materials that have a high capacity to adsorb VOC emissions. Do not store paint, polyurethane, varnish, or wood stain products in occupied spaces.
1.8 SAFETY AND HEALTH
Apply coating materials using safety methods and equipment in accordance
SECTION 09 90 00 Page 8 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.
1.9 ENVIRONMENTAL CONDITIONS
Comply, at minimum, with manufacturer recommendations for space ventilation during and after installation. Isolate area of application from rest of building when applying high-emission paints or coatings.
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.
1.9.2 Post-Application
Vacate space for as long as possible after application. Wait a minimum of 48 hours before occupying freshly painted rooms. Maintain one of the following ventilation conditions during the curing period, or for 72 hours after application:
a. Supply 100 percent outside air 24 hours a day.
1.10 SCHEDULING
Allow paint, polyurethane, varnish, and wood stain installations to cure prior to the installation of materials that adsorb VOCs.
1.11 COLOR SELECTION
Color Coding For Shore-To-Ship Utility Connections: Paint hose connection
SECTION 09 90 00 Page 9 fittings and shut-off valves the designated color. In addition to color coding provide 2 inch high stenciled letters using black stencil paint, clearly designating service for each connection.
Color Coding for Shore-to-Ship Utility Connections
Service Color FED-STD-595 No.
Potable Water* Blue 15044
Water Provided Red 11105 for Fire Protection**
Chilled Water Striped Blue/White 15044/17886
Oily Waste Water Striped Yellow/Black 13538/17038
Sewer Gold 17043
Steam White 17886
High Pressure Air Gray 16081
Low Pressure Air Tan 10324
Fuel Yellow 13655
* This includes connections serving domestic functions.
** This includes non-potable salt water or, at some locations, fresh water connections provided for fire protection (may also include flushing and cooling requirements). Note: This does not include waterfront fire hydrants.
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.
1.12 LOCATION AND SURFACE TYPE TO BE PAINTED
1.12.1 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
SECTION 09 90 00 Page 10 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.
1.12.1.1 Exterior Painting
Includes new surfaces, existing coated surfaces, and existing uncoated surfaces, of the buildings and appurtenances. Also included are existing coated surfaces made bare by cleaning operations.
1.12.1.2 Interior Painting
Includes new surfaces 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.
1.12.2 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.
1.12.3 Mechanical and Electrical Painting
Includes field coating of interior and exterior new and existing surfaces.
a. Where a space or surface is indicated to be painted, include the following items unless indicated otherwise.
(1) Exposed piping, conduit, and ductwork;
(2) Supports, hangers, air grilles, and registers;
(3) Miscellaneous metalwork and insulation coverings.
b. Do not paint the following, unless indicated otherwise:
SECTION 09 90 00 Page 11
(1) New zinc-coated, aluminum, and copper surfaces under insulation
(2) New aluminum jacket on piping
(3) New interior ferrous piping under insulation.
1.12.3.1 Fire Extinguishing Sprinkler Systems
Clean, pretreat, prime, and paint new fire extinguishing sprinkler systems including valves, piping, conduit, hangers, supports, miscellaneous metalwork, and accessories. Apply coatings to clean, dry surfaces, using clean brushes. Clean the surfaces to remove dust, dirt, rust, and loose mill scale. Immediately after cleaning, provide the metal surfaces with one coat primer per schedules. Shield sprinkler heads with protective covering while painting is in progress. Upon completion of painting, remove protective covering from sprinkler heads. Remove sprinkler heads which have been painted and replace with new sprinkler heads. Provide primed surfaces with the following:
a. Piping in Unfinished Areas: Provide primed surfaces with one coat of red alkyd gloss enamel applied to a minimum dry film thickness of 1.0 mil in attic spaces, spaces above suspended ceilings, crawl spaces, pipe chases, mechanical equipment room, and spaces where walls or ceiling are not painted or not constructed of a prefinished material.
In lieu of red enamel finish coat, provide piping with 2 inch wide red enamel bands or self-adhering red plastic bands spaced at maximum of 20 foot intervals.
b. Piping in Finished Areas: Provide primed surfaces with two coats of paint to match adjacent surfaces, except provide valves and operating accessories with one coat of red alkyd gloss enamel applied to a minimum dry film thickness of 1.0 mil. Provide piping with 2 inch wide red enamel bands or self-adhering red plastic bands spaced at maximum of 20 foot intervals throughout the piping systems.
1.12.4 MISCELLANEOUS PAINTING
Lettering Building
Provide lettering as scheduled on the drawings block type, black enamel water-type decalcomania, finished with a protective coating of spar varnish.
Samples must be approved before application.
Obstructions To Aviation
Paint the following obstructions to aviation in the pattern and color prescribed by FAA AC 70/7460-1
1.12.5 Definitions and Abbreviations
1.12.5.1 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.
SECTION 09 90 00 Page 12
1.12.5.2 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.
1.12.5.3 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 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.
1.12.5.4 DFT or dft
Dry film thickness, the film thickness of the fully cured, dry paint or coating.
1.12.5.5 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.
1.12.5.6 EPP
Environmentally Preferred Products, a standard for determining environmental preferability in support of Executive Order 13101.
1.12.5.7 EXT
MPI short term designation for an exterior coating system.
1.12.5.8 INT
MPI short term designation for an interior coating system.
1.12.5.9 micron / microns
The metric measurement for 0.001 mm or one/one-thousandth of a millimeter.
1.12.5.10 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.
1.12.5.11 mm
The metric measurement for millimeter, 0.001 meter or one/one-thousandth of a meter.
SECTION 09 90 00 Page 13
1.12.5.12 MPI Gloss Levels
MPI system of defining gloss. Seven (7) gloss levels (G1 to G7) are generically defined under the Evaluation sections of the MPI Manuals.
Traditionally, Flat refers to G1/G2, Eggshell refers to G3, Semigloss refers to G5, and Gloss refers to G6.
Gloss levels are defined by MPI as follows:
Gloss Description Units Units Level at 60 degrees at 85 degrees
G1 Matte or Flat 0 to 5 10 max G2 Velvet 0 to 10 10 to 35 G3 Eggshell 10 to 25 10 to 35 G4 Satin 20 to 35 35 min G5 Semi-Gloss 35 to 70 G6 Gloss 70 to 85 G7 High Gloss
Gloss is tested in accordance with ASTM D523. Historically, the Government has used Flat (G1 / G2), Eggshell (G3), Semi-Gloss (G5), and Gloss (G6).
1.12.5.13 MPI System Number
The MPI coating system number in each Division found in either the MPI Architectural Painting Specification Manual or the Maintenance Repainting Manual and defined as an exterior (EXT/REX) or interior system (INT/RIN).
The Division number follows the CSI Master Format.
1.12.5.14 Paint
See Coating definition.
1.12.5.15 REX
MPI short term designation for an exterior coating system used in repainting projects or over existing coating systems.
1.12.5.16 RIN
MPI short term designation for an interior coating system used in repainting projects or over existing coating systems.
PART 2 PRODUCTS
2.1 MATERIALS
Conform to the coating specifications and standards referenced in PART 3.
Submit product data sheets for specified coatings and solvents. Provide preprinted cleaning and maintenance instructions for all coating systems.
Submit Manufacturer's Instructions on Mixing: Detailed mixing instructions, minimum and maximum application temperature and humidity, potlife, and curing and drying times between coats.
Provide certification of Indoor Air Quality for paints and primers.
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PART 3 EXECUTION
3.1 PROTECTION OF AREAS AND SPACES NOT TO BE PAINTED
Prior to surface preparation and coating applications, remove, mask, or otherwise protect hardware, hardware accessories, machined surfaces, radiator covers, plates, lighting fixtures, public and private property, and other such items not to be coated that are in contact with surfaces to be coated. Following completion of painting, reinstall removed items by workmen skilled in the trades. Restore surfaces contaminated by coating materials, to original condition and repair damaged items.
3.2 EXTERIOR JOINTS
3.2.1 Surface Condition
Begin with surfaces that are clean, dry to the touch, and free from frost and moisture; remove grease, oil, wax, lacquer, paint, defective backstop, or other foreign matter that would prevent or impair adhesion. Where adequate grooves have not been provided, clean out to a depth of 1/2 inch and grind to a minimum width of 1/4 inch without damage to adjoining work. Grinding is not required on metal surfaces.
3.2.2 Backstops
In joints more than 1/2 inch deep, install glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foams free of oil or other staining elements as recommended by sealant manufacturer. Provide backstop material compatible with sealant. Do not use oakum and other types of absorptive materials as backstops.
3.2.3 Primer and Bond Breaker
Install the type recommended by the sealant manufacturer.
3.2.4 Ambient Temperature
Between 38 degrees F and 95 degrees F when applying sealant.
3.2.5 Exterior Sealant
For joints in vertical surfaces, provide ASTM C920, Type S or M, Grade NS, Class 25, Use NT. For joints in horizontal surfaces, provide ASTM C920, Type S or M, Grade P, Class 25, Use T. Color(s) will be selected by the Contracting Officer. Apply the sealant in accordance with the manufacturer's printed instructions. Force sealant into joints with sufficient pressure to fill the joints solidly. Apply sealant uniformly smooth and free of wrinkles.
3.2.6 Cleaning
Immediately remove fresh sealant from adjacent areas using a solvent recommended by the sealant manufacturer. Upon completion of sealant application, remove remaining smears and stains and leave the work in a clean condition. Allow sealant time to cure, in accordance with manufacturer's recommendations, prior to coating.
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3.3 SURFACE PREPARATION
Remove dirt, splinters, loose particles, grease, oil, disintegrated coatings, and other foreign matter and substances deleterious to coating performance as specified for each substrate before application of paint or surface treatments. Remove oil and grease prior to mechanical cleaning.
Schedule cleaning so that dust and other contaminants will not fall on wet, newly painted surfaces. Spot-prime exposed ferrous metals such as nail heads on or in contact with surfaces to be painted with water-thinned paints, with a suitable corrosion-inhibitive primer capable of preventing flash rusting and compatible with the coating specified for the adjacent areas.
3.3.1 Additional Requirements for Preparation of Surfaces With Existing Coatings
Before application of coatings, perform the following on surfaces covered by soundly-adhered coatings, defined as those which cannot be removed with a putty knife:
a. Test existing finishes for lead before sanding, scraping, or removing. If lead is present, refer to paragraph Toxic Materials.
b. Wipe previously painted surfaces to receive solvent-based coatings, except stucco and similarly rough surfaces clean with a clean, dry cloth saturated with mineral spirits, ASTM D235. Allow surface to dry. Wipe immediately preceding the application of the first coat of any coating, unless specified otherwise.
c. Sand existing glossy surfaces to be painted to reduce gloss. Brush, and wipe clean with a damp cloth to remove dust.
d. The requirements specified are minimum. Comply also with the application instructions of the paint manufacturer.
e. Thoroughly clean previously painted surfaces specified to be repainted damaged during construction of all grease, dirt, dust or other foreign matter.
f. Remove blistering, cracking, flaking and peeling or otherwise deteriorated coatings.
g. Remove chalk so that when tested in accordance with ASTM D4214, the chalk resistance rating is no less than 8.
h. Roughen slick surfaces. Repair damaged areas such as, but not limited to, nail holes, cracks, chips, and spalls with suitable material to match adjacent undamaged areas.
i. Feather and sand smooth edges of chipped paint.
j. Clean rusty metal surfaces as per SSPC requirements. Use solvent, mechanical, or chemical cleaning methods to provide surfaces suitable for painting.
k. Provide new, proposed coatings that are compatible with existing coatings.
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3.3.2 Existing Coated Surfaces with Minor Defects
Sand, spackle, and treat minor defects to render them smooth. Minor defects are defined as scratches, nicks, cracks, gouges, spalls, alligatoring, chalking, and irregularities due to partial peeling of previous coatings. Remove chalking by sanding or blasting so that when tested in accordance with ASTM D4214, the chalk rating is not less than 8.
3.4 PREPARATION OF METAL SURFACES
3.4.1 Existing and New Ferrous Surfaces
a. Ferrous Surfaces including Shop-coated Surfaces and Small Areas That Contain Rust, Mill Scale and Other Foreign Substances: Solvent clean or detergent wash in accordance with SSPC SP 1 to remove oil and grease. Where shop coat is missing or damaged, clean according to SSPC SP 2 , Brush-off blast remaining surface in accordance with SSPC 7/NACE No.4 . Use inhibitor as recommended by coating manufacturer to prevent premature rusting. Protect shop-coated ferrous surfaces from corrosion by treating and touching up corroded areas immediately upon detection.
b. Surfaces With More Than 20 Percent Rust, Mill Scale, and Other Foreign Substances: Clean entire surface in accordance with SSPC SP 6/NACE No.3 / SSPC SP 12/NACE No.5 WJ-3 SSPC SP 10/NACE No. 2 / SSPC SP 12/NACE No.5 WJ-2.
3.4.2 Final Ferrous Surface Condition:
For tool cleaned surfaces, the requirements are stated in SSPC SP 2 and SSPC SP 3 . Use as a visual reference, photographs in SSPC VIS 3 for the appearance of cleaned surfaces.
For abrasive blast cleaned surfaces, the requirements are stated in SSPC 7/NACE No.4 , SSPC SP 6/NACE No.3 , and SSPC SP 10/NACE No. 2 . Use as a visual reference, photographs in SSPC VIS 1 for the appearance of cleaned surfaces.
For waterjet cleaned surfaces, the requirements are stated in SSPC SP 12/NACE No.5 . Use as a visual reference, photographs in SSPC VIS 4/NACE VIS 7 for the appearance of cleaned surfaces.
3.4.3 Galvanized Surfaces
a. New or Existing Galvanized Surfaces With Only Dirt and Zinc Oxidation Products: Clean with solvent, steam, or non-alkaline detergent solution in accordance with SSPC SP 1 . Completely remove coating by brush-off abrasive blast if the galvanized metal has been passivated or stabilized. Do not "passivate" or "stabilize" new galvanized steel to be coated. If the absence of hexavalent stain inhibitors is not documented, test as described in ASTM D6386, Appendix X2, and remove by one of the methods described therein.
b. Galvanized with Slight Coating Deterioration or with Little or No Rusting: Water jetting to SSPC SP 12/NACE No.5 WJ3 to remove loose coating from surfaces with less than 20 percent coating deterioration and no blistering, peeling, or cracking. Use inhibitor as recommended by the coating manufacturer to prevent rusting.
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3.4.4 Non-Ferrous Metallic Surfaces
Aluminum and aluminum-alloy, lead, copper, and other nonferrous metal surfaces.
Surface Cleaning: Solvent clean in accordance with SSPC SP 1 and wash with mild non-alkaline detergent to remove dirt and water soluble contaminants.
3.4.5 Terne-Coated Metal Surfaces
Solvent clean surfaces with mineral spirits, ASTM D235. Wipe dry with clean, dry cloths.
3.4.6 Existing Surfaces with a Bituminous or Mastic-Type Coating
Remove chalk, mildew, and other loose material by washing with a solution of 1/2 cup trisodium phosphate, 1/4 cup household detergent, one quart 5 percent sodium hypochlorite solution and 3 quarts of warm water.
3.5 PREPARATION OF CONCRETE AND CEMENTITIOUS SURFACE
3.5.1 Concrete and Masonry
a. Curing: Allow concrete, stucco and masonry surfaces to cure at least 30 days before painting, and concrete slab on grade to cure at least 90 days before painting.
b. Surface Cleaning: Remove the following deleterious substances.
(1) Dirt, Chalking, Grease, and Oil: Wash new and existing uncoated surfaces with a solution composed of 1/2 cup trisodium phosphate, 1/4 cup household detergent, and 4 quarts of warm water. Then rinse thoroughly with fresh water.
(2) Fungus and Mold: Wash new, existing coated, and existing uncoated surfaces with a solution composed of 1/2 cup trisodium phosphate, 1/4 cup household detergent, 1 quart 5 percent sodium hypochlorite solution and 3 quarts of warm water. Rinse thoroughly with fresh water.
(3) Paint and Loose Particles: Remove by wire brushing.
(4) Efflorescence: Remove by scraping or wire brushing followed by washing with a 5 to 10 percent by weight aqueous solution of hydrochloric (muriatic) acid. Do not allow acid to remain on the surface for more than five minutes before rinsing with fresh water. Do not acid clean more than 4 square feet of surface, per workman, at one time.
(5) Removal of Existing Coatings: For surfaces to receive textured coating MPI 42 , remove existing coatings including soundly adhered coatings if recommended by textured coating manufacturer.
c. Cosmetic Repair of Minor Defects: Repair or fill mortar joints and minor defects, including but not limited to spalls, in accordance with manufacturer's recommendations and prior to coating application.
d. Allowable Moisture Content: Latex coatings may be applied to damp
SECTION 09 90 00 Page 18 surfaces, but not to surfaces with droplets of water. Do not apply epoxies to damp vertical surfaces as determined by ASTM D4263 or horizontal surfaces that exceed 3 lbs of moisture per 1000 square feet in 24 hours as determined by ASTM F1869. In all cases follow manufacturers recommendations. Allow surfaces to cure a minimum of 30 days before painting.
3.5.2 Stucco
a. Surface Cleaning: Verify that plaster and stucco surfaces are free from loose matter and that gypsum board is dry. Remove loose dirt and dust by brushing with a soft brush, rubbing with a dry cloth, or vacuum-cleaning prior to application of the first coat material. A damp cloth or sponge may be used if paint will be water-based.
b. Repair of Minor Defects: Prior to painting, repair joints, cracks, holes, surface irregularities, and other minor defects with patching plaster or spackling compound and sand smooth.
c. Allowable Moisture Content: Latex coatings may be applied to damp surfaces, but not surfaces with droplets of water. Do not apply epoxies to damp surfaces as determined by ASTM D4263. Verify that new plaster to be coated has a maximum moisture content of 8 percent, when measured in accordance with ASTM D4444, Method A, unless otherwise authorized. In addition to moisture content requirements, allow new plaster to age a minimum of 30 days before preparation for painting.
3.6 APPLICATION
3.6.1 Coating Application
Comply with applicable federal, state and local laws enacted to insure compliance with Federal Clean Air Standards. Apply coating materials in accordance with SSPC PA 1 . SSPC PA 1 methods are applicable to all substrates, except as modified herein.
At the time of application, paint must show no signs of deterioration.
Maintain uniform suspension of pigments during application.
Unless otherwise specified or recommended by the paint manufacturer, paint may be applied by brush, roller, or spray. Use trigger operated spray nozzles for water hoses. Use rollers for applying paints and enamels of a type designed for the coating to be applied and the surface to be coated.
Wear protective clothing and respirators when applying oil-based paints or using spray equipment with any paints.
Only apply paints, except water-thinned types to surfaces that are completely free of moisture as determined by sight or touch.
Thoroughly work coating materials into joints, crevices, and open spaces.
Pay special attention to ensure that all edges, corners, crevices, welds, and rivets receive a film thickness equal to that of adjacent painted surfaces.
Apply each coat of paint so that dry film is of uniform thickness and free from runs, drops, ridges, waves, pinholes or other voids, laps, brush marks, and variations in color, texture, and finish. Completely hide all blemishes.
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Touch up damaged coatings before applying subsequent coats. Broom clean and clear dust from interior areas before and during the application of coating material.
Apply paint to new fire extinguishing sprinkler systems including valves, piping, conduit, hangers, supports, miscellaneous metal work, and accessories. Shield sprinkler heads with protective coverings while painting is in progress. Remove sprinkler heads which have been painted and replace with new sprinkler heads. For piping in unfinished spaces, provide primed surfaces with one coat of red alkyd gloss enamel to a minimum dry film thickness of 1.0 mil. Unfinished spaces include attic spaces, spaces above suspended ceilings, crawl spaces, pipe chases, mechanical equipment room, and space where walls or ceiling are not painted or not constructed of a prefinished material. For piping in finished areas, provide prime surfaces with two coats of paint to match adjacent surfaces, except provide valves and operating accessories with one coat of red alkyd gloss enamel. Upon completion of painting, remove protective covering from sprinkler heads.
a. Drying Time: Allow time between coats, as recommended by the coating manufacturer, to permit thorough drying, but not to present topcoat adhesion problems. Provide each coat in specified condition to receive next coat.
b. Primers, and Intermediate Coats: Do not allow primers or intermediate coats to dry more than 30 days, or longer than recommended by manufacturer, before applying subsequent coats. Follow manufacturer's recommendations for surface preparation if primers or intermediate coats are allowed to dry longer than recommended by manufacturers of subsequent coatings. Cover each preceding coat or surface completely by ensuring visually perceptible difference in shades of successive coats.
c. Finished Surfaces: Provide finished surfaces free from runs, drops, ridges, waves, laps, brush marks, and variations in colors.
d. Thermosetting Paints: Topcoats over thermosetting paints (epoxies and urethanes) should be applied within the overcoating window recommended by the manufacturer.
e. Floors: For nonslip surfacing on ramps, provide MPI 77 with non-skid additive, applied by roller in accordance with manufacturer's instructions.
3.6.2 Mixing and Thinning of Paints
Reduce paints to proper consistency by adding fresh paint, except when thinning is mandatory to suit surface, temperature, weather conditions, application methods, or for the type of paint being used. Obtain written permission from the Contracting Officer to use thinners. Verify that the written permission includes quantities and types of thinners to use.
When thinning is allowed, thin paints immediately prior to application with not more than 0.125 L of suitable thinner per gallon. The use of thinner does not relieve the Contractor from obtaining complete hiding, full film thickness, or required gloss. Thinning cannot cause the paint to exceed limits on volatile organic compounds. Do not mix paints of different manufacturers.
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3.6.3 Two-Component Systems
Mix two-component systems in accordance with manufacturer's instructions.
Follow recommendation by the manufacturer for any thinning of the first coat to ensure proper penetration and sealing for each type of substrate.
3.6.4 Coating Systems
a. Systems by Substrates: Apply coatings that conform to the respective specifications listed in the following Tables:
Table
Division 3. Exterior Concrete Paint Table Division 4. Exterior Concrete Masonry Units Paint Table Division 9: Exterior Stucco Paint Table
Division 3. Interior Concrete Paint Table Division 4. Interior Concrete Masonry Units Paint Table Division 5. Interior Metal, Ferrous and Non-Ferrous Paint Table
b. Minimum Dry Film Thickness (DFT): Apply paints, primers, varnishes, enamels, undercoats, and other coatings to a minimum dry film thickness of 1.5 mil each coat unless specified otherwise in the Tables. Coating thickness where specified, refers to the minimum dry film thickness.
c. Coatings for Surfaces Not Specified Otherwise: Coat surfaces which have not been specified, the same as surfaces having similar conditions of exposure.
d. Existing Surfaces Damaged During Performance of the Work, Including New Patches In Existing Surfaces: Coat surfaces with the following:
(1) One coat of primer.
(2) One coat of undercoat or intermediate coat.
(3) One topcoat to match adjacent surfaces.
e. Existing Coated Surfaces To Be Painted: Apply coatings conforming to the respective specifications listed in the Tables herein, except that pretreatments, sealers and fillers need not be provided on surfaces where existing coatings are soundly adhered and in good condition. Do not omit undercoats or primers.
3.7 COATING SYSTEMS FOR METAL
Apply coatings of Tables in Division 5 for Exterior and Interior.
a. Apply specified ferrous metal primer on the same day that surface is cleaned, to surfaces that meet all specified surface preparation requirements at time of application.
b. Inaccessible Surfaces: Prior to erection, use one coat of specified primer on metal surfaces that will be inaccessible after erection.
c. Shop-primed Surfaces: Touch up exposed substrates and damaged coatings to protect from rusting prior to applying field primer.
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d. Surface Previously Coated with Epoxy or Urethane: Apply MPI 101, 1.5 mils DFT immediately prior to application of epoxy or urethane coatings.
e. Pipes and Tubing: The semitransparent film applied to some pipes and tubing at the mill is not to be considered a shop coat. Overcoat these items with the specified ferrous-metal primer prior to application of finish coats.
f. Exposed Nails, Screws, Fasteners, and Miscellaneous Ferrous Surfaces.
On surfaces to be coated with water thinned coatings, spot prime exposed nails and other ferrous metal with latex primer MPI 107 .
3.8 COATING SYSTEMS FOR CONCRETE AND CEMENTITIOUS SUBSTRATES
Apply coatings of Tables in Division 3, 4 and 9 for Exterior and Interior.
3.9 COATING SYSTEMS FOR WOOD AND PLYWOOD
a. Apply coatings of Tables in Division 6 for Exterior and Interior.
b. Prior to erection, apply two coats of specified primer to treat and prime wood and plywood surfaces which will be inaccessible after erection.
c. Apply stains in accordance with manufacturer's printed instructions.
d. Wood Floors to Receive Natural Finish: Thin first coat 2 to 1 using thinner recommended by coating…
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