W9124M23B0004 FY23 IDIQ Painting (3).pdf

0011834769

1. Bidders must complete and return the SF 1442 Front and Back (2 pages), Section B( Bid Price Scheduel) , and Section K ( Reps and Certs) by the date/time specif ied in Block 13A of the SF 1442, FAX w ill not be accepted.

2. Offeror must acknow ledge receipt of all amendments by giving number and date as required in block 19.

3. Bids and Bid amendments shall be submitted in sealed envelopes or packages and show the solicitation numner ,date, and time of closing.

Please enter your CAGE code, Tax ID (TIN) & DUNS in Block 14 of Page 2.

4. The Government intends to aw ard an IDIQ Contract from this solicitation.

5. The project is set aside HubZone.

6. There w ill be no site visit .Technical Provision is in Section C. Special requirements is in Section H.

7. Hard Copy and CD shall be hand delivered or mailed to the address in Block 7. The envelop shall be marked IAW FAR Clause 52.214-5 and ATT: Latrick Cooper/Melvin Reid.

8. Contractors must be registered in the System of Aw ard Mangement (SAM.gov) under NAICS Code 238320. See FAR 52.204-7 and FAR 52.204-8.

9. The magnitude of this project is betw een $5,000,000 and $10,000,000.

10.BONDS: Bid Bond, Payment Bond, and Perfomance Bonds w ill be required.

11. Due date for questions: 14 December 22

X

LATRICK D. COOPER 9127675467

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

01-Dec-2022

(RFP)

(IFB)

CALL:

IDIQ PAINTING FS/HAAF

B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________365 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________52.211-10

12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.)

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________03 Jan 2023 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time of fers are due.

B. An offer guarantee X is, is not required.

C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.

4. CONTRACT NO.

7. ISSUED BY CODE

MICC - FORT STEWART

976 WILLIAM H. WILSON AVE SUITE 100

FORT STEWART GA 31314

W9124M

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

WG-306-2J

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: (912)767-8420 TEL: FAX:

W9124M23B0004 100

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGMENT OF AMENDMENTS

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE

20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN

OFFER (Type or print)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)

See Item 14

(Include only if different than Item 14)16. REMITTANCE ADDRESS

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

Section B - Supplies or Services and Prices

BID PRICE SCHEDULE

PRICING NOTES TO BIDDERS

1. Contract line items are lump sum amounts based on total of bid price schedule’s individual items. Contractor will calculate subtotals for period of performance, and Grand total for base and all options.

2. Payment and Performance Bonds shall be required at the Task Order level, the amount shall be 100% of the task order price, as defined in FAR Clause 52.228-15.

3. Non-prepriced items are items which are not covered by the Bid Price Schedule but are within the scope and general intent of the contract. Prices for these items shall be negotiated between the Contractor and Contracting Officer prior to issuance of any Task Order. These items shall be identified separately in the Contractor’s proposal and resultant Task Order. Maximum amount of non-prepriced items shall not exceed fifteen (15) percent of the total Task Order.

4. See Section C - Descriptions and Specifications Technical Provisions for description of work.

5. There is a minimum guarantee of $50,000.00. The amount may be satisfied through the issuance of Task Orders.

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job IDIQ PAINTING - Base Year - FS/HAAF

FFP

BASE IDIQ PAINTING CONTRACT 31 Jan 2023 - 30 Jan 2024 FOB: Destination

PURCHASE REQUEST NUMBER: 0011834769

PSC CD: Z2AA

NET AMT

1001 1 Job OPTION IDIQ PAINTING - First Option - FS/HAAF

FFP

OPTION 1 IDIQ PAINTING CONTRACT 31 Jan 2024 - 30 Jan 2025 FOB: Destination

2001 1 Job OPTION IDIQ PAINTING - 2nd Option- FS/HAAF

FFP

OPTION 2 IDIQ PAINTING CONTRACT 31 Jan 2025 - 30 Jan 2026 FOB: Destination

Section C - Descriptions and Specifications

TECHNICAL PROVISIONS

SECTION C - DESCRIPTIONS AND SPECIFICATIONS

PAINT AND MISCELLANEOUS PAINT COVERING REQUIREMENTS

TABLE OF CONTENTS

DESCRIPTION OF WORK (TPG)

1.1. Work to be Done

1.2. Ordering procedures

1.3. Acceptance of Work

1.4. Schedule of Work

1.5. Factors Affecting Performance

1.6. Contractor Quality Control

1.7. Contractor Storage Areas

SPECIFIC TASK (SPECIFICATIONS)

02.41.00 Demolition and Removal

06.20.00 Carpentry

07.92.00 Caulking & Sealants

08.81.00 Glass and Glazing

09.23.00 Plaster Repair

09.29.00 Gypsum Board

09.64.66 Refinishing of natural Finish Woodwork

09.90.00 Painting

TECHNICAL PROVISIONS

GENERAL

1. DESCRIPTION OF WORK:

1.1 Work to be Done: The work covered by this contract consists of furnishing all plant, labor, materials and performing all operations required in connection with Indefinite Quantity Painting to Buildings at Ft. Stewart and Hunter AAF and shall be complete in strict accordance with specifications and drawings. The work includes, but is not necessarily restricted to, the following items:

1.1.1 Remove and replace deteriorated surfaces.

1.1.2 Paint the interior and exterior of buildings including surface preparation and clean-up.

1.1.3 Paint the surfaces of miscellaneous structures and appurtenances including surface preparation and cleanup.

2. ORDERING PROCEDURES:

2.1 As the need exist for performance under the terms of this contract, the Contracting Officer or his/her authorized representative will notify the Contractor, in writing, of an existing requirement.

2.2 Upon receipt of this notification, the contractor shall respond within 2 (two) working days as follows:

2.2.1 Visiting the proposed work site with the Contracting Officer or his/her authorized representative.

2.2.2 Establishing verbal contact with the Contracting Officer or his/her representative to further define the scope of the requirement. The contractor shall, while on the site, take all measurements and make written notes as to the instructions and verbal information given during the initial site visit. The contractor shall be responsible for providing all measuring equipment, ladders, etc., needed to verify sizes of buildings.

2.2.3 Time for submittal of the Contractor’s proposal for individual requirements will be as agreed upon by the government and the contractor based on urgency of the requirements, as defined, or established during initial planning. In the absence of an agreement, the proposal shall be submitted within five working days after initial visit.

2.2.4 The contractor’s proposal must be supported by necessary documentation to indicate that adequate engineering and planning to accomplish the requirements has been accomplished.

2.2.5 Upon receipt of the Contractor’s proposal, the government will review the proposal for completeness. In the event the proposal requires negotiations, the Contractor shall submit a revised proposal based on the negotiations within two (2) working days.

2.2.6 Task Orders will be issued by the Contracting Officer.

3. ACCEPTANCE OF WORK

Upon completion of work on a building under a delivery order issued under this contract and prior to request for payment, the contractor shall notify the Contracting Officer or his/her representative (COR) and a joint inspection shall be made by the representatives of the Contractor and the COR. All work, notification of completion, inspection and correction of deficiencies shall be accomplished within the time frame specified for completion of work.

4. SCHEDULE OF WORK:

4.1 Work Schedule: It shall be the contractor’s responsibility to coordinate with the COR a starting date for each building. The contractor’s work schedule shall be flexible to allow for minimum of disruption of using agency of each building. Contractor shall give a minimum of five working date advance notice to the COR to allow for coordination with using service.

5. FACTORS AFFECTING PERFORMANCE UNDER THE CONTRACT:

5.1 All buildings shall be occupied during the period of contract performance. The contractor shall not receive any additional compensation due to the condition brought about by this occupancy and usage by the Government. It shall be the contractor's responsibility to coordinate with the COR to schedule and perform his work in such a manner as to create the least possible interference with the conduct of normal activities within the areas. The contractor shall be required to adequately protect all parked vehicles, appliances, and surfaces around each building.

5.2 The contractor shall keep all walks, entryways, doors, and parking areas clear of unnecessary accumulation of tools, equipment, surplus material, and debris.

5.3 The contractor shall protect all shrubbery against or near the building from being damaged or trampled on.

5.4 Contractor may utilize electrical power from existing outlets if it does not interfere or conflict with facility operations. The contractor shall be responsible for any wiring and connections required to utilize available power using qualified and licensed electricians.

5.5 The contractor shall clean up work area around building at the end of each day.

5.6 Any material not salvageable at Ft. Stewart or Hunter AAF shall be disposed of off government property. No landfill will be available.

5.7 Not more than 8 buildings will be worked on at any given time unless approved by the COR. Each separate operation (repair, preparation, prime, first second coat, etc.)

shall be completed on each building and accepted prior to beginning the next operation.

5.8 Five days prior to starting work in each building, the contractor and the COR shall tour areas and identify any shrubbery that needs to be trimmed away from buildings to allow for proper painting. Trimming and material disposal shall be done by contractor personnel. Bushes, scrubs, and trees shall be trimmed two-foot away from building.

5.9 The contractor shall post “Wet Paint” signs and erect barriers or screens at access and egress areas of the building during painting operations.

5.10 The contractor will not be responsible for moving any furnishings within any buildings unless noted on site visit. The contractor will protect all items that cannot be removed. If the contractor is required to remove furniture a Bid Item has been established to cover the cost. Bid item SF is based on the floor SF of furniture.

(Example 3’x5’ desk is 15 SF). This cost shall include furniture removal and replacement to original position. The contractor shall not move personal or electronic items.

5.11 The contractor shall be responsible for having all instruments necessary for checking the moisture content of all surfaces.

5.12 Ft. Stewart/Hunter AAF has a mandatory recycling program. Unless otherwise specified, the Government retains all salvage rights. Shall recycle construction and demolition debris as required by the installation recycling clause, 52.000-4061:

RECYCLING, SALVAGE AND DISPOSAL OF MATERIALS FORT STEWART AND

HUNTER ARMY AIRFIELD. Material will be broken down when delivered to the Recycling Center (to include metal equipment). Scrap metal will be cut down to no larger than 4 square feet in size.

6. CONTRACTOR QUALITY CONTROL.

6.1 The contractor shall provide and maintain an effective quality control program that complies with the contract clause entitled "Inspection of Construction" (FAR 52.246-12), the below stated quality control requirements and the quality control requirements stated in the respective section of the specifications.

6.2 The contractor shall establish a quality control system to perform sufficient inspection and test of all items of work, including that of his subcontractors. The quality control system shall ensure conformance with applicable specifications and drawings with respect to materials, workmanship, construction, finish, functional performance, and identification. The quality control system shall be established for all construction except where the technical provisions of the contract provide for specific Government control by inspections, tests, or other means. The contractor's control system shall specifically include the surveillance and tests required in the technical provisions of the contract specifications. Quality control personnel shall also be charged with the responsibility of policing Contractor's Safety Program. This duty shall be clearly set forth in the quality control program.

6.3 Before construction operations are commenced, the Contractor shall meet with the Contracting Officer and discuss his quality control plan. The meeting shall develop mutual understanding relative to details of the system, including the forms to be used for recording the quality control operations, inspections, administration of the system, and the interrelationship of Contractor and Government Inspection.

7. CONTRACTOR STORAGE AREAS.

7.1 Contractor will be issued an open storage area. No facility will be provided.

Contractor’s storage areas shall follow the requirements of U.S. Army Garrison Policy Memorandum #10- Design and Maintenance of Contractor’s Storage Area.

SECTION 02 41 00

DEMOLITION AND REMOVAL

PART I GENERAL

1.1 REFERENCE

The publication 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.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 GENERAL REQUIREMENTS

Do not begin demolition until authorization is received from the Contracting Officer or the COR. Remove rubbish and debris from the project site daily, unless otherwise directed. Do not allow accumulations inside or outside the buildings. In the interest of occupational safety and health, perform the work in accordance with EM 385-1-1.

Comply with federal, state, and local hauling and disposal regulations.

1.3 ITEMS TO REMAIN IN PLACE

Take the necessary precautions to avoid damage to existing items to remain in place, to be reused, or to remain property of the government. Repair or replace damaged items as directed by the Contracting Officer.

1.3.1 EXISTING CONSTRUCTION LIMITS AND PROTECTION

Do not disturb existing construction beyond the extent indicated or necessary for installation of new construction. Provide temporary shoring and bracing for support of building components to prevent settlement other movement.

1.4 WEATHER PROTECTION

Where removal of existing roof is necessary to accomplish work, have material and workman ready to provide adequate and temporary covering of exposed areas.

1.5. DUST AND DEBRIS CONTROL

Prevent the spread of dust and debris to occupied portions of the building. Avoid the creation of a nuisance or hazard in the surrounding area. Do not use water if it results in hazardous or objectionable conditions such as, but not limited to, ice, flooding, or pollution. Vacuum and dust the work area daily.

1.6 PAINT CHIP CONTROL

Paint chips from contractor’s operations shall be contained and removed from job site daily.

1.7 PROTECTION OF PERSONNEL

Before, during and after any demolition work continuously evaluate the condition of the structure being removed and take immediate action to protect all personnel working in and around the project site. No area, section, or component of floors, roofs, walls, columns, pilasters, or other structural element will be allowed to be left standing without sufficient bracing, shoring, or lateral support to prevent collapse or failure while workman remove debris or perform other work in the immediate area.

1.8 RELOCATIONS

Perform the removal and reinstallation of relocated items as indicated with workman skilled in the trades involved. Repair or replace items to be relocated which are damaged by the contractor with new undamaged items as approved by the Contracting officer.

1.8.1 Existing Conditions

Before starting work the contractor shall survey the site or building and examine the area to determine the extent of the work. The contractor shall record existing conditions.

Photographs are recommended in areas where existing damage is found. It is the contractor’s responsibility to notify the COR of the location and extent of damage and description of the surface condition that exist prior to before starting work.

PART 2 EXECUTION

2. PATCHING

Where removals leave holes and damaged surfaces exposed in the finished work, patch and repair these holes and damaged surfaces to match adjacent finished surfaces.

Where new work is to be applied to existing surfaces, perform removals and patching in a manner to produce surfaces suitable for receiving new work. Finished surfaces of patched area shall be flush with the adjacent existing surface and shall match the existing adjacent surface as closely as possible as to texture and finish.

2.1 TITLE TO MATERIALS

Except where specified in other sections, all materials and equipment removed, and not reused, shall become the property of the Contractor, and shall be removed as stated.

Title to materials resulting from demolition, and materials and equipment to be removed, is vested in the Contractor upon approval by the Contracting officer of the Contractor's demolition and removal procedures, and authorization by the Contracting officer to begin demolition. The Government will not be responsible for the condition or loss of, or damage to, such property after notice to proceed. Materials and equipment shall not be viewed by prospective purchasers or sold on the site.

2.3 CLEANUP

2.3.1 DEBRIS AND RUBBISH

Remove and transport debris and rubbish in a manner that will prevent spillage on streets or adjacent areas.

SECTION 06 20 00

CARPENTRY

PART I GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

AMERICAN SOCITEY FOR TESTING AND MATERIALS

ASTM F 547 (2017) Nails for Use Wood and Wood Base Material

AMERICAN LUMBER STANDARDS COMMITTEE (ALSC)

ALSC PS-20 (2015) American Softwood Lumber Standard

APA – THE ENGINEERED WOOD ASSOCIATION (APA)

APA L870 (2010) Voluntary Product Standard, PS 1-09, Structural Plywood

AMERICAN WOOD PROTECTION ASSOCIATION (AWPA)

AWPA M2 (2016) Standard inspection of Treated Wood Products

SOUTHERN PINE INSPECTION BUREAU (SPIB)

SPIB 1003 (2014) Standard Grade Rule for Southern Pine Lumber

WINDOW AND DOOR MANUFACTURERS ASSOCIATION (WDMA)

WDMA I.S.4 (2013) Preservation treatment for Millwork

MASTER PAINTERS INSTITUE (MPI)

MPI 5 (2009) Exterior Alkyd Wood Primer

1.2 DELIVERY, STORAGE, AND HANDLING

Deliver lumber, plywood, trim, and millwork to job site in an undamaged condition. Stack materials to ensure ventilation and drainage. Protect against dampness before and after delivery. Store materials under cover in a well-ventilated enclosure and protect against extreme changes in temperature and humidity. Do not store products in building until wet trade materials are dry.

1.3 QUALITY ASSURANCE

1.3.1 Lumber

Identify each piece or each bundle of lumber, millwork, and trim by the grade mark of a recognized association or independent inspection agency that is certified by the Board of Review, American Lumber Standards Committee, to grade the species.

1.3.2 Pressure Treated Lumber or Plywood

Each treated piece shall be inspected in accordance with AWPA M2.

1.3.3 Nonpressure-Treated Woodwork and Millwork

Mark, stamp, or label, indicating compliance with WDMA I.S.4.

1.3.4 Plywood Soffit:

Each sheet of plywood shall bear the mark of the recognized association or independent inspection agency that maintains continuing control over the quality of the plywood. Mark shall identify plywood by species group or span rating, and shall show exposure durability classification, grade, and compliance with APL L870.

PART 2 PRODUCTS

2.1 Sizes and Patterns of Wood Products

Yard and board lumber sizes shall conform to ALSC PS-20. New trim placed into existing run shall be identical in shape and size to the existing. New wood shall be primed on all surfaces with MPI 5 or a primer approved by the Contracting officer before installation. All wood surfaces made bare during installation shall be primed.

2.1.1 Wood Siding:

All wood siding shall be Southern Pine and grade will be C or C and better. Siding shall be drop siding type with novelty pattern, ¾” thickness, 6” or 8 “’ wide, maximum practicable lengths, smooth face and shall match existing building siding.

2.1.2 Wood Trim:

Species and grade shall be southern pine and grade C or C and better. Special shapes or dimensions required for new replacement material shall be field dressed as required to fit existing conditions.

2.1.3 Rafters, Joist, Plates, Studs, etc.:

All wood used shall be number 2 grade or better and graded in accordance with the Southern Pine Bureau. All material size shall match that removed. Wood used in contact with concrete shall be pressure treated.

2.1.4 Plywood Soffit:

Soffit shall be exterior type, B-B medium density overly. Textured and size to match that removed.

2.1.5 Asbestos Siding (Mineral Fiber):

New siding shall be sized to match that removed. Cement base siding will be used to replace asbestos material.

2.1.6 Vinyl Siding and Soffits:

New material shall match that damaged or that of surrounding materials.

2.1.7 Nails and Staples:

Size and type best suited for purpose, hot dipped galvanized for exterior use, in accordance with ASTM F 547.

2.1.8 Suspended Ceiling Material: Ceiling material shall be sized, type and patterned to match that removed.

2.1.9 Patching of Exterior/Interior Textured Coatings in Barracks: Surfaces have a “Duroplex” type coating on the interior and exterior walls. Contractor shall cut back existing damaged material as required to patch hole with similar material. Texture and construction material shall match existing surface. Patch work shall be done by a skilled mechanics in accordance with best standard practice in the industry. Work shall be uniform in appearance, free of visual defects, and complete. Contractor shall verify existing coating system and ensure compatible substrate material and finishes are used. Prior to doing work, contractor shall complete one patch and get approval from the COR on workmanship and material. After approval this patch shall be the standard for all patch work. Drywall repair shall be covered under another bid item.

2.1.10 Patch Holes in Brick or CMU Walls: Contractor shall remove broken material back to nearest joints. Replace missing with face material and mortar to match surrounding structure. Patch work shall be done by a skilled mechanics in accordance with best standard practice in the industry. Work shall be uniform in appearance, free of visual defects, and complete. Prior to doing work, contractor shall complete one patch and get approval from the COR on workmanship and material. After approval this patch shall be the standard for all patch work.

2.1.11 Chair Rail:

Railing used shall be EverTrue 2 5/8” width Primed Radiata Pine Railing or approved equal.

PART 3 EXECUTION

3.1 Removal of Deteriorated Surfaces:

Deteriorated material shall be removed by skilled craftsman so not to damage adjacent structure or materials. All replacement work shall be approved by the COR.

3.1.1 Soffit:

Soffit shall be removed to the nearest joist or rafter member.

3.1.2 Rafter:

Deteriorated rafter shall be removed as required to install new scab material on existing rafter.

3.1.3 Fascia or Trim Board:

Deteriorated boards shall be removed to nearest joist or rafter member.

3.1.4 Wood Siding:

Siding shall be cut straight with even joints. Removed siding to the nearest joint.

3.1.5 Vinyl Siding and Soffit:

The contractor shall replace missing or damage material. Siding, trim, and soffit shall be removed as required to install new material.

3.1.6 Widow Stools and Aprons:

Remove as required to install new material.

3.1.7 Asbestos Siding:

Siding shall be removed in single pieces. Removal and replacement of siding shall be done in accordance with OSHA Safety and Health Standards.

3.1.8 Stud and Plate:

Material shall be removed as required to install new materials.

3.1.9 Suspended Ceiling Material:

Existing suspended ceiling panels shall be removed and replaced as directed. Install new panels as required by manufacture.

4. INSTALLATION OF NEW MATERIAL

Provide sizes, materials, and designs to match existing in size and shape. Apply wood primer conforming to MPI 5 to finish work before installing. Joints shall be tight and constructed in a manner to conceal shrinkage. Miter trim and moldings at exterior angles and cope at interior angles and at returns. Material shall show no warp after installation. Install millwork and trim in maximum practical lengths. Fasten finish work with finish nails. Provide blind nailing where practicable. Set face nails for putty stopping. Machine finish semi-exposed surfaces. Machine-sand exposed flat members and square edges. Construct joints to exclude water. Provide well-distributed end joints in built-up members. Provide shoulder joints in flat work. All material shall be installed to match that of existing construction. Vinyl material shall be installed in accordance with manufacturer’s printed installation instructions. All work shall be done by a skilled mechanics in accordance with best standard practice in the industry. Work shall be uniform in appearance, free of visual defects, and complete.

SECTION 07 92 00

CAULKING AND SEALANTS

PART 1 - GENERAL

1. APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

1.1 American Society for Testing and Materials (ASTM)

ASTM C 834 (2017) Latex Sealants

ASTM C 920 (2018) Standard Specification for Elastomeric Joint Sealant

2. GENERAL REQUIREMENTS: Caulking and sealants shall be provided in joints where required. Mixing shall be in accordance with instructions provided by the manufacturer of the sealants.

3. ENVIRONMENTAL REQUIREMENTS: The ambient temperature shall be within the limits of 40 to 90 degrees F when the caulking and sealants are applied.

4. DELIVERY AND STORAGE: Materials shall be delivered to the job in the manufacturer's original unopened containers. The containers shall include the following information on the label: manufacturer, name of material, formula or specification number, lot number, color, date of manufacturer, mixing instructions, shelf life, and curing time when applicable at the standard conditions for laboratory tests. Caulking compound or components outdated as indicated by shelf life shall not be used.

Materials shall be carefully handled and stored to prevent inclusion of foreign materials or exposure to temperatures exceeding 90 degrees F.

PART 2 - PRODUCTS

5. MATERIALS shall conform to the respective specifications and other requirements specified. Each container brought to the jobsite with a different sealant formulation shall be marked for the intended use. For each intended use, the color shall be one of the manufacturer's standard colors as selected by the Contracting Officer.

5.1 Interior Sealant: Sealant used on interior surfaces shall be ASTM C 834.

5.2 Exterior Sealants: Sealant used on exterior surfaces shall conform to ASTM C 920.

For joints in vertical surfaces, provide ASTM C 920, Type S or M, Grade NS, Class 25, Use NT. For joints in horizontal surfaces, provide ASTM C 920, Type S or M, Grade P, Class 25, Use T.

6. PRIMER used shall be a nonstaining, quick drying type as required by the manufacturer.

7. BACKSTOP MATERIAL shall be glass fiber roving or neoprene, butyl, polyurethane, or polyethylene foam free from oil or other staining elements as recommended by sealant manufacturer.

8. BOND-PREVENTIVE MATERIALS shall be as recommended by the sealant manufacturer.

PART 3 - EXECUTION

9. SURFACE PREPARATION:

9.1 General: The surfaces of existing joints to be sealed shall be dry. Oil, grease, old caulking material, dirt, chalk, particles of mortar, dust, loose rust, loose mill scale and other foreign substances shall be removed from all joint surfaces to be sealed. Oil and grease shall be removed with solvent and surfaces shall be wiped with clean cloths.

9.2 Concrete, Stucco and Masonry Surfaces: Where surfaces have been treated with curing compounds, oil, or other such materials, the materials shall be removed by sandblasting or wire brushing. Laitance, efflorescence, and loose mortar shall be removed from the joint cavity.

9.3 Aluminum and Metal Surfaces: Surfaces in contact with sealants shall be cleaned of temporary protective coatings. When masking tape is used for a protective cover, the tape and any residual adhesive shall be removed just prior to applying the sealant.

Solvents used to remove protective coating shall leave no residue.

10. APPLICATION:

10.1 Paper Masking Tape: Paper masking tape shall be placed on the finish surface on one or both sides of a joint cavity to protect adjacent finish surfaces from primer or compound smears. Masking tape shall be removed within 10 minutes after joint has been filled and tooled.

10.2 Bond-Preventive Materials: Bond-preventive materials shall be installed on the bottom of the joint cavity to prevent the sealant from adhering to the surfaces covered by the bond-preventive materials. The materials shall be carefully applied to avoid contamination of adjoining surfaces or breaking bond with surfaces other than those covered by the bond-preventive materials.

10.3 Backstops: Backstops shall be provided in accordance with manufacturer's recommendations. Backstop material shall be installed in accordance with manufacturer's printed installation instructions.

10.4 Primer: Primer shall be used on concrete masonry units, wood, or other porous surfaces in accordance with instructions furnished with the sealant. Primer shall be applied to the joint surfaces to be sealed. Surfaces adjacent to joints shall not receive primer.

10.5 Sealant: Compound shall be applied in accordance with manufacturer’s installation instructions. Sealant shall be uniformly smooth and free of wrinkles. Joints shall be tooled slightly concave after sealant is installed. When tooling white or light-colored sealant, dry or water-wet tool shall be used.

11. CLEANING: The surfaces adjoining the caulked and sealed joints shall be cleaned of smears and other soiling resulting from the caulking and sealing application as work progresses.

SECTION 08 81 00

GLASS AND GLAZING

PART 1 - GENERAL

1. APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by basic designation only.

GLASS ASSOCIATION OF NORTH AMERICA:

GANA Glazing Manual (2008) Glazing Manual

GANA Sealant Manual (2008) Sealant Manual)

AMERICAN NATIONAL STANDARDS INSTUTE (ANSI)

ANSI Z97.1 (2015) Safety Glazing Material Used in Buildings-Safety Performance Specifications and Methods of Test

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 1036 (2016) Standard Specification for Glass

ASTM C 1048 (2012; E 2012) Standard Specification for Heat- Treated Flat Glass- Kind HS, Kind FT Coated and Uncoated Glass

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

16 CFR 1201 Safety standard for Architectural Glazing Material

1.2 DELIVERY, STORAGE, AND HANDLING

Deliver products to the site in unopened containers, labeled plainly with manufacturers’ name and brands. Store glass and setting material in safe, enclosed, dry location and do not unpack until needed for installation. Handle and install material in a manner that will protect them from damage.

1.3 ENVIRONMENTAL REQUIREMENTS

Do not start glazing work until the outdoor temperature is above 40 degrees and rising, unless procedures recommended by the glass manufacturer and approved by the Contracting Officer are made to warm the glass and rabbet surface. Provide ventilation to prevent condensation of moisture on glazing work during installation. Do not perform glazing work during damp or rainy weather.

PART 2 - PRODUCTS

2. MATERIALS:

2.1 Glass:

ASTM C 1036, unless specified otherwise. In doors and sidelights, provide safety glass material conforming to 16 CFR 1201.

2.1.1 Primary Glass:

Type 1, Class 1, Quality q3, shall be provided for glazing openings to match existing broken panes and lites. Where not otherwise indicated, 1/8-inch-thick glass shall be provided for glazing openings up to and including 21 square feet; 3/16-inch thick shall be provided for glazing openings over 21 square feet but not over 36 square feet; 7/32-inch thick shall be provided for glazing openings over 36 square feet but not over 45 square feet.

2.2 Tempered Glass:

Glass shall conform to ASTM C 1048, Kind FT, Type 1, Class 1 Quality q3. Color shall be clear. Glass shall be factory cut to suit the opening. All edges shall be clean cut.

2.3 Glazing Compound and Preformed Glazing Sealants:

Suitable type approved for the application and in accordance with applicable portions of the GANA Glazing Manual. Materials used with aluminum frames shall be colored to match color of frames, nonstaining, and not require painting. Other materials which will be exposed to view and unpainted shall be gray or neutral color.

2.4 Glazing Accessories:

As required to supplement the accessories provided with the items to be glazed and to provide a complete installation, including glazing points, clips, shims, angles, beads, setting blocks, and spacer strips. Ferrous metal accessories which will be exposed in the finish work shall have a finish that will not corrode or stain while in service.

3.1 PREPARATION

Preparation, unless otherwise specified or approved, shall conform to the applicable recommendations in the GANA Glazing Manual AND GANA Sealant Manual, and manufacturer’s recommendations. Handle and install glazing material in accordance with manufacturer’s instructions. Contractor shall remove cracked, loose and defective putting and glazing compound on glazed sash and provide new putty or glazing compound. Remove glazing or putty compound without damaging sash or glass. Patch surfaces to prove smooth transition between existing and new surfaces. Finish putty or glazing compound to a neat and true bead. Allow glazing compound time to cure, in accordance with manufacturer’s recommendation, prior to coating application.

4. INSTALLATION:

Glass and glazing shall be performed in accordance with the approved installation instructions of the glass manufacturer. Edges and corners shall not be ground, nipped or cut after leaving factory. Springing, forcing, or twisting of units during installation will not be permitted. Glazing material shall not be installed below 40 degrees F or above 100 degrees F. Exterior glazing shall not be performed in damp or rainy weather. Glass shall be provided in the locations where lites and panels are broken or missing. Glazing may be performed in the shop or in the field using glass of the quality and thickness to match existing.

5. CLEANING:

Glass surfaces shall be thoroughly cleaned with labels, paint spots, putty, and other defacement removed, and shall be clean at the time the work is accepted.

6. PROTECTION

Glass work shall be protected immediately after installation.

SECTION 09 23 00

PLASTER REPAIR

PART I GENERAL

1.1 APPLICABLE PUBLICATIONS

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

ASTM C 28 (2010) Gypsum Plasters

ASTM C 35 (2001, R 2014) Inorganic Aggregates for Use in Gypsum Plaster

ASTM C 206 (2014) Finishing Hydrated Lime

1.2 SUBMITTALS

Submit “For Information Only” the following:

Submit manufacturer's certificates of conformance attesting that the materials meet the requirements specified.

2.1 MATERIALS

Provide materials conforming to the respective specifications and the requirements specified herein.

2.1.1 Gypsum Plaster

ASTM C 28.

2.1.2 Hydrated Lime

ASTM C 206, Type S.

2.1.3 Sand for Gypsum Base Coats: ASTM C 35.

2.2 PROPORTIONING AND MIXING

Except where specified otherwise, materials are specified on a volume basis and shall be measured in approved containers, which will ensure that the specified proportions will be controlled and accurately maintained during the progress of the work. Measuring materials with shovels "shovel count" will not be permitted. Ready-mix plaster shall be prepared for use by the addition of water only.

2.3 READY-MIXED PLASTER

Mix in accordance with the manufacturer's printed instructions.

3.1 PREPARATION OF SURFACES

Contractor shall inspect area where damaged plaster is present. After inspection, the contractor shall remove all damaged plaster layers, l be free of all projections, dust, loose particles, grease, bond breakers, gouges, holes, and other foreign matter. Do not apply plaster to surfaces that have been painted or previously plastered. Before plaster work is started, wet underlying surfaces thoroughly with a fine fog spray of clean water to produce a uniformly moist condition, check metal grounds, corner beads, screeds, and other accessories carefully for alignment before the work is started.

3.2 APPLICATION

3.2.1 PLASTER

Material shall be installed in accordance with manufacturer instructions. Material shall be applied to yield a finished surface which is smooth and true to the line of existing undisturbed.

SECTION 09 29 00

GYPSUM BOARD

PART I GENERAL

1.1 SUMMARY

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced.

The publications are referred to in the text by the basic designation only.

AMERICAN SOCIETY FOR TESTING AND MATERIALS (ASTM)

ASTM C 1002 (2018) Standard Specification for Steel Self-Piercing

Tapping Screws for the Application of Gypsum Panel Products or Metal Plaster Base to wood or Steel Studs

ASTM C 1396 (2017) Standard Specification for Gypsum Wallboard ASTM C 475 (2017) Joint Compound and Joint Tape for Finishing

Gypsum Board

ASTM C 514 (2004; R 2014) Nails for the Application of Gypsum board ASTM C 840 (2017) Application and Finishing Gypsum Board

ASTM C954 (2018) Steel Drill Screws for the Application of Gypsum

Panel Products or Metal Plaster Bases to Steel Studs from

0.033 to 0.122 in. in thickness

1.3 SUBMITTALS

Submit the following “For Information Only”:

1.3.1 Catalog Data:

Submit catalog information for gypsum board, fastener, and joint treatment material.

Clearly mark data which describes more than one type or item to indicate which type or item will be provided.

1.3.2 Certificates of Conformance or Compliance:

Submit certificates attesting that the following materials meet the requirements specified:

a. Gypsum boardb. Fastenersc. Taping or embedding compound

d. Finishing or topping compound

e. All-purpose compound

2.1 MATERIALS

Conform to specifications, standards and requirements specified. Gypsum board shall be manufactured from asbestos-free materials. Gypsum board will match existing gypsum board in thickness and type.

2.1.1 Gypsum Board ASTM C-1396

2.1.1.2 Joint Treatment Materials: ASTM C-475

2.1.1.2.1 Embedding Compound:

Specifically formulated and manufactured for use in embedding tape at gypsum board joints and compatible with tape, substrate, and fasteners

2.1.1.2.2 All-Purpose Compound:

Specifically formulated and manufactured to serve as both a taping and a finishing compound and compatible with tape, substrate, and fasteners.

2.1.1.2.3 Taping or Embedding Compound:

Specifically formulated and manufactured for use in embedding tape at gypsum board joints and completely compatible with tape and substrate.

2.1.1.2.4 Finishing or Topping Compound:

Specifically formulated and manufactured for use as a finishing compound.

2.1.1.2.5 Joint Tape:

Perforated cross-laminated, tapered edge, reinforced paper or special tape recommended by the manufacturer.

2.1.2 Nails: ASTM C-514

2.1.3 Screws:

ASTM C-1002, Type “G”, Type “S” or Type “W” steel drill screws for fastening gypsum board to gypsum board, wood framing members and steel framing members less than

0.033 inches thick. ASTM C954 steel drill screws for fastening gypsum board to steel framing members 0.033 to 0.112 inch thick.

PART 3 – EXECUTION

3.1 INSPECTION

3.1.1 Framing and Furring:

After removal of deteriorated material, the contractor shall verify that framing and furring are securely attached and spaced to provide a suitable substrate to receive a new piece of gypsum board. If sizes and spacing of framing and furring are not securely attached to wall or ceiling structural system, either make them more rigidly attached or enlarge patch to reach rigidly attached members. Do not proceed with work until framing and furring are acceptable for application of gypsum board patch.

3.2 REPLACEMENT OF GYPSUM BOARD:

Contractor shall replace deteriorated or damaged gypsum board as directed. If framing and furring members are accessible, apply gypsum board to framing and furring members in accordance with ASTM C 840 and the requirements specified herein. If no framing or furring members accessible, the existing gypsum board shall be cut out to expose an adequate thickness of framing or furring members to attach the new gypsum board, or another method of obtaining rigidity in the attachment of the new gypsum board shall be submitted to the Contracting officer and approved by him before the work begins. Apply gypsum board with separate boards in moderate contact; do not force in place. Stagger end joints of adjoining boards. Neatly fit abutting end and edge joints.

Cut out gypsum board as required to make neat close joints around openings. Surfaces of gypsum board and substrate members may be adhered together with an adhesive, except were prohibited by fire ratings. Leave a space approximately 1/4 inch at bottom of gypsum board for caulking. Treat edges of cutouts for plumbing pipes with a waterproofing agent as recommended by the gypsum board manufacturer or treat with two coats of sizing varnish. Extend treatment not less than four inches out on paper on both sides of board. Type of gypsum board for use in each system specified herein shall be as indicated.

3.2.1 Application of Single-Ply Gypsum Board to Wood Framing and Furring:

Apply in accordance with ASTM C 840, System I.

3.2.2 Application of Single-Ply Gypsum Board to Steel Framing and Furring:

Apply in accordance with ASTM C 840, System VIII.

3.2.3 Application to Arches, Curves Surfaces and Bending Radii:

Apply gypsum board in accordance with ASTM C 840, System IX. Carefully bend gypsum board for curved surfaces into place without damaging face paper. Either dampen or kerf panels approximately one inch on centers on backside. In the latter case, after core has been broken at each cut, apply gypsum board to curved surface formed by framing members and fasten in place.

3.2.4 Floating Interior Angles for Ceiling and Walls:

Locate the attachment of fasteners adjacent to ceiling and wall intersections in accordance with ASTM C 840, System XII, for single-ply applications of gypsum board to wood framing.

3.3 FINISHING OF GYPSUM BOARD:

Tape and finish gypsum board in accordance with ASTM C 840. Provide joint, fastener depression and corner treatment. Protect workers, building occupants, and HVAC systems from gypsum dust.

3.4 CAULKING:

Caulk openings around pipes, fixtures, and other items projecting through gypsum board. Apply caulking material with exposed surface flush with gypsum board.

3.5 PATCHING:

Correct surface defects and damage as required to leave gypsum board smooth, uniform in appearance, and ready to receive finish as specified.

3.6 SKIM COATING:

Install skim coat to wall and ceiling imperfections in accordance with the Gypsum Association and ASTM C 840. The purpose of the skim coat is to conceal small imperfections in joints and on surfaces in joints and on surfaces of gypsum board, smooth the textures of the paper, minimize differences in surfaces porosity, and create a more uniform surface to which the final decoration can be applied.

SECTION 09 64 66

REFINISHING OF NATURAL FINISH WOODWORK ITEMS, ATHLETIC

COURTS,WOOD FLOORS, TRIM, STAIRS, LANDINGS, DOORS, and HANDRAILS

PART I - GENERAL

1.1 APPLICABLE PUBLICATIONS: The publications listed below form a part of this specification to the extent referenced. The publications are referred to in the text by the basic designation only.

MASTER PAINTERS INSTITUTE (MPI)

MPI 31 (Oct 2012) Polyurethane, Moisture Cured, Clear Gloss

MPI 56 (Oct 2012) Interior Oil Modified Urethane Clear Gloss

MPI 90 (Oct 2012) Interior Wood Stain, Semi-Transparent

MAPLE FLOORING MANUFACTURERS ASSOCIATION (MFMA)

(2016) Athletic Floor Sealers and Finish Specifications

1.2 GENERAL

REQUIREMENTS: The work includes the refinishing of hardwood floors, natural finish doors and miscellaneous wood surfaces where directed. Refinishing shall be assigned specifically and listed separately from painting.

1.2.1 Payment for refinishing will be based on the actual square footage refinished.

2.1 SEALER:

As recommended by the polyurethane coating manufacturer.

2.2 STAIN:

Material used shall meet requirements of MPI 90.

2.3 FINISH COATING:

Coat used shall conform to MPI 31 or MPI 56.

2.4 ATHLETIC FLOORING:

Material used for the refinishing of Athletic Floors shall be approved by the Maple Flooring Manufacturers Association for Gymnasium Type Flooring Finish (Group 3).

Paint used to paint game lines shall be approved by the paint manufacturer.

2.5 NONFLAMMABLE PAINT THINNER or varnish remover shall be as recommended by the finish manufacturer but shall have a flash point higher than 140 degrees Fahrenheit.

Floors

3.1 SURFACE PREPARATION FOR REGULAR FLOORS:

3.1.1 Before sanding the contractor shall renail all loose boards. Counter sink nails and fill with approved wood filler. Remove shoe molding before sanding and reinstall after completing other work. At Contractor’s option, new shoe molding may be provided in lieu of reinstalling old. New wood molding shall be same size, wood species and finish as the existing.

3.1.2 Sanding and Scraping:

All nails showing after sanding shall be set to a minimum depth of 1/8 inch below new finish surface. Sand flooring to a smooth, even, uniform finish without burns. A minimum of three sanding cuts, each with a finer sandpaper, shall be made. Use a heavy drum-type sander for floors, except a disc-type sander is permitted for the final cut on strip flooring.