Performance Work Statement.pdf

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Multi-Trade Exterior Building Sustainment (Masonry, Painting, and Gutter Repair) IDIQ – Grissom ARB
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FA465426R0008
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This is a Performance Work Statement (PWS) for exterior facility repairs at Grissom Air Force Reserve Base in Indiana, with a project completion date of June 30, 2026.

The contractor shall provide labor, materials, installation, services, and supervision for exterior repairs across multiple buildings, encompassing three primary trades: masonry repair, exterior painting, and gutter repair. The base contract requires completion within 90 calendar days from Notice to Proceed, with optional years exercisable within 5 years requiring 60 calendar days for completion. Work is restricted to 07:00-16:00 hours, Monday through Friday, excluding federal holidays, and cannot be performed from November 15 to April 15 or in temperatures below 45 degrees Fahrenheit. Painting tasks (Tasks 1-16) involve power washing, scraping, surface preparation, and application of exterior primer and acrylic latex paint on doors, windows, trim, and metal panels, with environmental containment for lead-based paint where identified. Masonry tasks (Tasks 20-39) include tuckpointing deteriorated mortar joints, removing and replacing spalled or damaged bricks (Grissom blend, Venetian blend, faux limestone, or red brick varieties), recaulking, and applying breathable silane-siloxane sealers. Gutter repair tasks (Tasks 40-53) involve sealing and repairing gutters and downspouts to prevent leaks through joint sealing, patching, releveling, and downspout installation or support bracket additions. The contractor must designate a qualified Job Superintendent with minimum five years of verifiable experience in multi-trade construction, maintain on-site presence during all work, and implement the USACE Three-Phase Control System for quality assurance. Required submittals include project schedule, key personnel resumes, Accident Prevention Plan, Quality Control Plan, product specifications, daily reports, EPA hazardous materials documentation, waste management reports, and as-built drawings, all due within specified timeframes following Notice to Proceed. Security requirements mandate background checks, Entry Authorization List submission 15 days prior to work start, DBIDS credentialing, and coordination of escort requirements for restricted areas. The contractor must comply with OSHA standards and USACE EM 385-1-1 safety requirements, including mandatory fall protection plans, silica and lead exposure protocols, and 24-hour incident reporting. All work must meet industry standards with masonry joints matching existing color and profile, painting surfaces meeting SSPC standards with verified wet film thickness, and gutters tested for positive drainage with no leaks. The contractor provides 1-year labor warranty and 10-year manufacturer warranty for paint and sealer coatings, with defective work corrected at no cost to the government within 10 days of notice.

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Repair (Sustain Exterior) Corrosion ` CTGB 261000

Project Name: Repair (Sustain) Exterior Project Number: CGTB 26-1000 Project Location: Multiple buildings base wide GRISSOM ARB, IN, USA.

Date: 30 Jun 2026

1.0 General:

The Contractor shall provide labor, materials, installation, services and supervision necessary to perform exterior facility repairs on multiple buildings at Grissom Air force Reserve Base. The work consists of three main trades: masonry repair, exterior painting, and gutter repair, The intent of this project is to repair items of asset deterioration due to wear, UV and age.

2.0 Tasks:

The Contractor shall segregate the work effort into the following tasks based on the work requirements. Base bid for fiscal year and optional years: The contractor shall bid and perform work as indicated in the base year for each area, The contractor shall bid and perform work indicated for the following years as governmental options.

2.1 Base Requirement (TASK):

The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendix provides locations, facilities, description of tasks and quantity.

Task ID Trade Task Description Location Focus

Tasks 1-

Painting Power wash, scrape, and prepare selected exterior doors and metal trim.

Apply one coat of exterior primer and two coats of acrylic latex exterior paint. Ensure environmental containment for lead-based paint (if identified during testing). Perform painting work as per Appendix 1:

See appendix 1 and drawings

Tasks 20-39

Masonry Perform tuckpointing on deteriorated mortar joints. Remove and replace spalled or damaged bricks. Replace caulking. Apply a breathable, clear, water-repellent silane-siloxane sealer to all repaired elevations. Perform detailed masonry work as per Appendix 2:

See appendix 2 and drawings

Tasks 40-53

Gutter Repair

Seal and repair identified gutters and downspouts to prevent leaks.

Perform detailed gutter and downspout work as per Appendix 3

See appendix 3 and drawings

2.2 Option requirements (Task Option Year2):

The Government reserves the right to exercise the following options subject to the availability of funds.

Exercisable within 5 years The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendixes provide specific description of tasks, quantity and facility location. The drawing indicates general location of work an elevation of the facilities.

Option ID Trade Option Description Location/ Focus

Task Options 201-216

Painting Perform painting work as per Appendix 1.1 task option year 2 See appendix 1.1 and drawings

Task Options 220-239

Masonry Perform masonry work as per Appendix 2.1 task option year 2 See appendix 2.1 and drawings

Task Options 240-253

Gutter Repair

Perform gutter and downspout work as per Appendix 3.1 task option year 2

See appendix 3.1 and drawings

2.3 Option requirements (Task Option Year 3):

The Government reserves the right to exercise the following options subject to the availability of funds.

Exercisable within 5 years The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendix provides locations, facilities, description of tasks and quantity.

Option ID Trade Option Description Location/ Focus

Task Options 301-319

Painting Perform painting work as per Appendix 1.1 task option year 3 See appendix 1.1 and drawings

Task Options 320-339

Masonry Perform masonry work as per Appendix 2.1 task option year 3 See appendix 2.1 and drawings

Task Options 340-253

Gutter Repair

Perform gutter and downspout work as per Appendix 3.1 task option year 3

See appendix 3.1 and drawings

2.4 Option requirements (Task Option Year4):

The Government reserves the right to exercise the following options subject to the availability of funds.

Exercisable within 5 years The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendix provides locations, facilities, description of tasks and quantity.

Option ID Trade Option Description Location/ Focus

Task Options 401-419

Painting Perform painting work as per Appendix 1.1 task option year 4 See appendix 1.1 and drawings

Task Options 420-439

Masonry Perform masonry work as per Appendix 2.1 task option year 4 See appendix 2.1 and drawings

Task Options 440-453

Gutter Repair

Perform gutter and downspout work as per Appendix 3.1 task option year 4

See appendix 3.1 and drawings

2.5 Option requirements (Task Option Year5):

The Government reserves the right to exercise the following options subject to the availability of funds.

Exercisable within 5 years The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendix provides locations, facilities, description of tasks and quantity.

Option ID Trade Option Description Location/ Focus

Task Options 501-519

Painting Perform painting work as per Appendix 1.1 task option year 5 See appendix 1.1 and drawings

Task Options 520-539

Masonry Perform masonry work as per Appendix 2.1 task option year 5 See appendix 2.1 and drawings

Task Options 539-553

Gutter Repair

Perform gutter and downspout work as per Appendix 3.1 task option year 5

See appendix 3.1 and drawings

2.6 Option requirements (Task Option Year6):

The Government reserves the right to exercise the following options subject to the availability of funds.

Exercisable within 5 years The Contractor shall execute the following base contract requirements in accordance with applicable Unified Facilities Guide Specifications (UFGS, base regulations and in the appendixes. The appendix provides locations, facilities, description of tasks and quantity.

Option ID Trade Option Description Location/ Focus

Task Options 601-619

Painting Perform painting work as per Appendix 1.1 task option year 6 See appendix 1.1 and drawings

Task Options 620-639

Masonry Perform masonry work as per Appendix 2. 1 task option year 6 See appendix 2.1 and drawings

Task Options 640-653

Gutter Repair

Perform gutter and downspout work as per Appendix 3.1 task option year 6

See appendix 3.1 and drawings

3.0 Period of Performance:

Parameter Detail

Place of Performance List of existing buildings in task paragraph and appendixes.

Base Task Period of Performance

90 calendar days from the Notice to Proceed (NTP).

Option Task Period of Performance

60 calendar days form selected options, if exercised.

Work Hours 07:00 to 16:00, Monday through Friday, excluding Federal Holidays.

Work period exception Work is not to be accomplished from Nov 15 to April 15. Work is not to be performed in temperatures below 45 degrees.

4.0 Meeting Requirements:

The Contractor shall participate in mandatory project meetings with the Contracting Officer (KO) and Contracting Officer's Representative (COR) and project manager (PM) to ensure alignment on schedule, safety, and quality.

Meeting Type

Frequency / Timing Required Attendees Purpose

Post-Award Kickoff

Within 10 days of contract award.

Project Manager, Site Superintendent, KO, COR

Review SOW, finalize baseline schedule, verify submittals, and review base access procedures.

Progress Meetings

Bi-Weekly on a day agreed upon at kickoff.

Site Superintendent, COR PM

Review work completed, upcoming two-week lookahead schedule, safety incidents, and address RFI (Requests for Information).

Pre-Final Inspection

7 days prior to project completion.

Site Superintendent, KO, COR, PM

Identify punch-list items requiring correction before final acceptance.

5.0 Base Access and Security Requirements:

All Contractor personnel must comply with installation security protocols for access. Work is strictly unclassified;

however, physical security measures apply.

Requirement Area Detail / Protocol

Personnel Vetting All contractor personnel must undergo a background check. The Contractor must submit an Entry Authorization List (EAL) 15 days prior to the start of work. Coordinate thru the contracting officer KO

Credentialing Cleared personnel will be issued a Defense Biometric Identification System (DBIDS) card or visitor pass. Lost badges must be reported to Base Security and the COR within 24 hours.

Vehicle Access Commercial vehicles are subject to inspection at the Commercial Vehicle Inspection (CVI) gate.

Drivers must present valid registration, insurance, and a bill of lading or contract cover page.

Driver must have project superintendent contact information, location of project and project name and number.

Operational Security (OPSEC)

Personnel shall not discuss mission activities, aircraft movements, or facility vulnerabilities.

Unauthorized photography of flight lines, security gates, or personnel is strictly prohibited.

Escort Requirements

If work requires access to restricted or controlled areas not covered by unescorted access privileges, the Contractor must coordinate with the COR 48 hours in advance to arrange a government escort. Vehicle Access to the facilities on in the flightline secure areas will require flightline access and driving training.

6.0 Supervision and Key Personnel:

The Contractor shall provide a competent and fully qualified Job Superintendent to manage the project on-site.

The Superintendent serves as the primary liaison between the Contractor's personnel, sub-tier contractors, and the Government.

Requirement Area Specification / Expectation

On-Site Presence The Superintendent must always be physically present on the job site when work is being performed. If the Superintendent must leave the site, a pre-approved, equally qualified alternate must be designated to assume duties.

Superintendent Qualifications

Must possess a minimum of five (5) years of verifiable experience as a Superintendent on commercial or government construction projects involving multi-trade disciplines (masonry, painting, roofing/gutters).

Authority The Superintendent must have the legal and operational authority to act on behalf of the Contractor, make binding on-site decisions, direct subcontractor work, and immediately halt any unsafe acts or conditions.

Daily Responsibilities

Responsible for daily trade coordination, verifying adherence to the approved schedule, enforcing the Quality Control (QC) plan, conducting daily safety toolbox talks, and generating the Contractor's Daily Report.

7.0 Quality Control and work Quality:

The Contractor is responsible for quality control and shall ensure all work meets or exceeds the industry standards, manufacturer specifications, and the contract requirements.

QC Element Government Standard / Expectation Corrective Action Protocol

Three- Phase Control

The Contractor must implement the USACE Three-Phase Control System: 1) Preparatory Phase (reviewing submittals and site prep); 2) Initial Phase (inspecting first representative portion of work); 3) Follow-up Phase (daily safety/quality checks).

Work started without a Preparatory or Initial inspection phase is subject to immediate rejection and re-work at no cost to the Government.

Masonry Standards

Mortar joints must match the existing structure in color, joint profile, and compressive strength. Mortar mixing must comply with ASTM C270. Lines shall be straight level and plumb.

Sealant applications must be free of voids, bubbles. and runs.

Mortar shall be removed from brick and surrounding area before hardening.

Work failing to match depth or color profile must be reworked to match at no cost to the Government.

Painting Standards

Surface preparation must meet SSPC (Society for Protective Coatings) standards. Coating thickness must be verified using a Wet Film Thickness (WFT) gauge to ensure compliance with manufacturer technical data sheets. No runs, sags, or holiday spots are permitted.

Areas with inadequate thickness, peeling, or visible brush marks must be sanded back, primed, and recoated.

Gutter Standards

Gutters must allow water to drain down downspouts. Water testing (flood testing) is required to verify positive drainage and that no leaks or dams exist at joints or end caps.

Any standing water or seam leaks found during flood testing must be corrected immediately.

Warranty & Latent Defects

The Contractor provides a 1-year warranty on all construction labor. Paint/sealer coatings must carry a minimum 10-year manufacturer warranty.

Defective work identified within the warranty period must be repaired by the Contractor within 10 days of notice at no cost to the Government.

Cleaning The contractor is required to keep areas clean and neat during construction. Remove all traces of work and materials at completion. Including cleaning walls and surrounding area.

Contractor shall correct the issue

Waste The contractor is responsible for all waste and material and removing them from the base.

Contractor shall correct the issue

Protection Contractors are responsible for protecting the job site and their equipment. Contractor is responsible for protecting facility, material and equipment from weather.

Contractor shall correct the issue

Timing Timing of Installation and material temperature shall be within minimum temperature industry standards for installation. Work is to be done in a timely manner. Long periods of inactivity Is not acceptable.

Contractor shall correct the issue

8.0 OSHA and Safety Requirements:

The Contractor is responsible for maintaining a safe worksite and strictly adhering to Occupational Safety and Health Administration (OSHA) standards, as well as the US Army Corps of Engineers (USACE) EM 385-1-1 Safety and Health Requirements Manual.

Safety Category

Applicable Standard & Requirement

Site Supervision

The Site Safety and Health Officer (SSHO) be present on-site during all operations. All workers must be briefed on OSHA standards

Fall Protection Mandatory for personnel working at heights of 6 feet or greater (e.g., roofing, gutters). A site-specific Fall Protection Plan must be approved prior to work.

Scaffolding and Lifts

All scaffolding must be erected, moved, and dismantled under the supervision of a "Competent Person" per OSHA 29 CFR 1926 Subpart L. Aerial lift operators must carry valid certification.

Silica Exposure

For masonry tasks (grinding, tuckpointing), the Contractor must comply with OSHA�s Respirable Crystalline Silica standard (29 CFR 1926.1153). Wet methods or HEPA-filtered vacuum attachments are mandatory.

Lead For tasks (grinding, sanding), the Contractor must comply with OSHA�s standards. Test and use applicable methods for safety of workers and surrounding areas.

EPA The contractor is required to provide spill containment and to protect the storm water system and the ground.

Accident Reporting

Any safety incident or near-miss must be reported to the COR immediately. A formal written incident report must be submitted within 24 hours.

9.0 Deliverables and Submittals:

Submittals shall be submitted with a submittal sheet AF 3000 to the Contracting officer (KO)

Deliverable Description Due Date

Project Schedule

Gantt chart detailing the critical path for masonry, painting, and gutter trades. show time line and work phasing per facility

10 days after

NTP

Key Personnel Resumes

Resume and safety certifications for the proposed Job Superintendent / SSHO. 10 days after

NTP

Accident Prevention Plan

(APP)

Site-specific safety plan tailored to EM 385-1-1 standards. 15 days after

NTP

Quality Control (QC) Plan

Contractor's plan detailing QC personnel, inspection processes, and material testing procedures.

15 days after

NTP

Product Submittals

Manufacturer specification sheets and SDS sheets for mortar mix, masonry sealer, paint, and gutter materials. Including any color samples. Submitted with AF form 3000

15 days after

NTP

Daily Reports Log of personnel on site, weather conditions, work accomplished, safety inspections, and QC phases performed.

EPA reporting The contractor is required to submit to the CO a list and SDS sheets of proposed hazardous materials that will be used on the project to the Base HAZMART representative prior to commencing work (FAR 52.223-3), (DFARS 252.223-7001)

14 days before work

Weight ticket Waste management reports: showing normal and hazardous waste identification, type, weight and disposal location. monthly and at completion

Monthly, final

AF 3065 and

AF3064

Government forms showing project percentages to KO to track area completion and payments

Completed work Report /as-built

The contractor shall provide a report identifying all areas that had work performed and tasks. Provide letter indicating work has been completed. Any problems identified program will be brought to the contracting officer�s representative�s attention. Marked up drawing is acceptable

Pre Final

Close out documents

O&M manuals, warranties and transfer of property documents. provided in a binder.

Pre Final

Appendixes:

Appendix 1: Painting task base year 1 Appendix 1.1: Painting task option year 2 -6 Appendix 2: Masonry task base year 1 Appendix 2.1: Masonry task option year 2 -6 Appendix 3: Gutter task base year 1 Appendix 3.1: Gutter1 task option year 2-6 Drawings:

Base task year: Painting , Masonry, and Gutter elevations Option task year: Painting, Masonry, and Gutter elevations

End Performance Work Statement.

Appendix 1: CTGB261000 Painting tasks base year 1

General painting specs: For use in base and options.

Paint: general info.

Dark or brown metal doors and windows and trim shall be Dark Bronze (doors, columns, beams and trim). All lintels shall be dark bronze.

Light color panels, or cream color shall match existing buildings (almond, cream, off white...).

Do not paint anodizes door or windows. Restore using proper system.

Paint shall be resistant to fading, resistant to UV, and rated for exterior application. Ex� 100% acrylic latex paint � (Sherwin-Williams duration and rhino shield or equal).

Color is to be reviewed by base before applying. Provide color submittals and SDS sheets for all materials.

Prepare surface. Clean, sand and clean surface to allow new paint, restoration, or repair If surface has holes or rust treat rust and fill holes per spec before painting.

Tasks *01-*02 Paint metal doors: (single and double).

a. Paint metal doors: Doors indicated to have work done shall be sanded, prepped have rust removed and treated with a deruster, then painted to match Dark bronze. Fill any holes for painting. metal. Paint exterior side, top and edges. Do not paint interior side. Do not remove door. Protect hinges and hardware.

b. Hinges: Treat hinges for rust, without removing them from door or frame. Use stainless steel cleaner and apply protective coating (3M metal restorer and polish or equal)

Task 03 Rust repair treatment on doors: Sand and remove rust. Treat surface with Rustoleum rust restorer and remover. Fill in holes using Bondo fill type material sand surface to smooth finish to allow paint adhesion.

Surface shall be smooth and flat. smooth and

Tasks *04 Rust holes repair in doors: Metal indicated to have work done that have rust spot shall have rust removed and treated with a deruster then painted to and blended to match existing color 3� past the repaired area. Seal holes in flashing and metal panels. Repair rust

a. Fill holes <1/2�

b. Fill holes > 1/2�

c. For holes greater than 1� and unable to be repaired fill holes with foam and paint over to seal out environment. Report door for future replacement outside of this contract.

Tasks *05-*06 Paint / restore anodized aluminum doors and store front: (single and double): clean surface with restoring compound to remove film and discolorations, paint using Ever Brite compound to restore anodized paint with long term UV protection.

Task 07: Paint metal window: Windows indicated to have work done shall be lightly sanded. Prepare surface and have rust removed and treated with a deruster, then painted to Dark bronze. Fill any holes for painting. metal.

a. Paint over existing paint.

b. Remove existing paint.

Task *08: Paint/ restore dark bronze anodized aluminum windows: clean surface with restoring compound to remove film and discolorations, paint using Ever Brite compound to restore anodized paint with long term UV protection.

Task *09: Paint overhead metal doors:

a. Paint metal doors: Doors indicated to have work done shall be sanded, prepped have rust removed and treated with a deruster, then painted to match Dark bronze.

Task *10: Paint metal panels: sand and remove rust. Paint. Includes paint panels where paint is worn to bare metal and where rust is indicated Paint to blend into existing paint. (almond, cream, off white...). Blend to at least 6� past paint coverage. The area to be painted is largely at edges of panel where rust and wear is shown.

Tasks *11: Paint misc: Paint metal, Including

a. Paint beams and columns and Beams indicated to have work done shall have surface prepped for new paint then painted to match existing color. Fill holes and crevices.

b. Paint lintels and flat panels: Lintels indicated to have work done shall have rust removed and treated with a deruster then painted dark bronze color.

Tasks *12: Paint misc: rough over paint metal, Including Paint cast iron portion of metal downspout indicated to have work done. Remove peeled paint. Rough sand existing paint for adhesion, treat and paint. Smooth surface is not needed. Dark bronze. Approx. 10� dia 7�high

Tasks *13: Paint gates: Paint gates: Paint open grate metal gates to have work done shall be rough sanded, prepped have rust removed and treated with a deruster then painted to match existing color- dark bronze. paint vent

Tasks *14: Paint exterior grated stairs. one story. Rough sand and surface preparation of metal. Treat surface rust. Paint rails, spindles, open grates treads. Open riser.

Task *15: Paint wood: Paint, Wood and Beams indicated to have work done shall have surface prepped for new paint then painted to match existing color. Fill holes and crevices.

Task *16 Equip: scaffold and lifts

Paint Task Table: Base Year 1 Table indicates work specific amounts per task and general location. Drawings indicate specific locations of work.

Paint TASK Description MIN Unit Max Unit $/Unit Facilities

01 Paint Exterior single door -metal 80 sf 893 sf a 02 Paint Exterior double door -metal- 80 sf 585 sf a 03 Rust repair 20 sf 0 sf a 04 Repair door 20 sf 0 sf a 05 Paint single door -anodized sf 80 sf a 06 Paint double door -anodized 0 sf 128 sf a 07 Paint window metal 0 sf 672 sf b 08 Paint window anodized 0 sf 576 sf b

Paint Task Description MIN Unit Max Unit $/Unit Facilities 09 Paint overhead door 50 sf 432 sf a 10 Paint metal panel 0 sf 200 sf c

Paint c Task Description MIN Unit Max Unit $/Unit Facilities 11 Paint misc wood 0 sf 0 sf c 12 Paint misc 0 sf 100 sf c 13 Paint gates/ vents 0 sf 0 sf c 14 Paint stairs 0 sf 0 sf c 15 Paint wood 0 sf 0 sf c 16 Equip 0 wk 1 wk

a. Paint doors on facilities :421; 427;430;438;439;595; 668;

b. Paint windows on facilities 434; 438; 439

c. Paint / repair miscellaneous areas on facilities: 436

Appendix 1.1: CTGB261000 Painting tasks options years 2-6

Paint Task Table: Option Year 2 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during kick off meeting. Paint task description is provided indicated in base year appendix descriptions

Paint TASK Description MIN Unit Max Unit $/Unit Facilities 201 Paint Exterior single door -metal 0 sf 919 sf a 202 Paint Exterior double door -metal- 0 sf 585 sf a 203 Rust repair 0 sf 196 sf a 204 Repair door 0 sf 180 sf a 205 Paint Exterior single door -anodized 0 sf 32 sf a 206 Paint Exterior double door -anodized 0 sf 0 sf a 207 Paint window metal 0 sf 672 sf b 208 Paint window anodized 0 sf 456 sf b

Paint TASK Description MIN Unit Max Unit $/Unit Facilities 209 Paint overhead door sf 0 sf a 210 Paint metal panel 0 sf 200 sf c

Paint c TASK Description MIN Unit Max Unit $/Unit Facilities 211 Paint misc metal - 0 sf 100 sf c 212 Paint misc 0 sf 0 sf c 213 Paint gates/ vents 0 sf 0 sf c 214 Paint stairs 0 sf 0 sf c 215 Paint wood 0 sf 0 sf c 216 Equip 0 wk 1 wk

a. Paint doors on facilities :434; 435; 592; 596; 394; 600; 435; 436;

b. Paint windows on facilities: 595; 596; 438;

c. Paint / repair miscellaneous areas on facilities :436;

Paint Task Table: Option Year 3 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during kick off meeting. Paint task description is provided indicated in base year appendix descriptions

Paint

TASK Description MIN Unit Max Unit $/Unit Facilities

301 Paint Exterior single door -metal 0 sf 866 sf a

302 Paint Exterior double door -metal- 0 sf 495 sf a 303 Rust repair 0 sf 36 sf a 304 Repair door 0 sf 32 sf a 305 Paint Exterior single door -anodized 0 sf 0 sf a 306 Paint Exterior double door -anodized 0 sf 384 sf a 307 Paint window metal 0 sf 00 sf b 308 Paint window anodized 0 sf 360 sf b

Paint TASK Description MIN Unit Max Unit $/Unit Facilities 309 Paint overhead door 0 sf 720 sf a 310 Paint metal panel 0 sf 220 sf c

Paint c

TASK Description MIN Unit Max Unit $/Unit Facilities 311 Paint misc. 0 sf 0 sf c 312 Paint misc. 0 sf 0 sf c 313 Paint gates/ vents- 0 sf 0 sf c 314 Paint stairs 0 sf 0 sf c 315 Paint wood 0 sf 0 sf c 316 Equip 0 wk .7 wk

a. Paint doors on facilities :213420;426; 431; 474; 591; 593; 597; 667

b. Paint windows on facilities: 421; 668; 435;

c. Paint / repair miscellaneous areas on facilities: 641; 435;

Paint Task Table: Option Year 4 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during kick off meeting. Paint task description is provided indicated in

401 Paint Exterior single door -metal 0 sf 500 sf a 402 Paint Exterior double door -metal- 0 sf 675 sf a 403 Rust repair 0 sf 1 sf a 404 Repair door 0 sf 0 sf a 405 Paint Exterior single door -anodized 0 sf 0 sf a 406 Paint Exterior double door -anodized 0 sf 320 sf a 407 Paint window metal 0 sf 0 sf b 408 Paint window anodized 0 sf 528 sf b

Paint Description MIN Unit Max Unit $/Unit Facilities

409 Paint overhead door 0 sf 816 sf a 410 Paint metal panels 0 sf 250 sf c

Paint c Description MIN Unit Max Unit $/Unit Facilities

411 Paint misc. 0 sf 0 sf c 412 Paint misc 0 sf 100 sf c 413 Paint gates/ vents/stairs- 0 sf 0 sf c 414 Paint stairs 0 sf 0 sf c 415 Paint wood 0 sf 0 sf c 416 Equip wk .6 wk

a. Paint doors on facilities :209; 427; 440; 448; 475; 663; 670; 671;

b. Paint windows on facilities: 426

c. Paint / repair miscellaneous areas on facilities: 439

Paint Task Table: Option Year 5 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during kick off meeting. Paint task description is provided indicated in

501 Paint Exterior single door -metal 0 sf 0 sf a 502 Paint Exterior double door -metal- 0 sf 0 sf a 503 Rust repair 0 sf 0 sf a 504 Repair door 0 sf 0 sf a 505 Paint Exterior single door -anodized 0 sf 0 sf a 506 Paint Exterior double door -anodized 0 sf 0 sf a

507 Paint window metal 0 sf 0 sf b 508 Paint window anodized 0 sf 984 sf b

Paint CLN# Description MIN Unit Max Unit $/Unit Facilities 509 Paint overhead door 50 sf 0 sf a 510 Paint metal panel 0 sf 812 sf c

Paint CLN# Description MIN Unit Max Unit $/Unit Facilities 511 Paint misc wood 0 sf 440 sf c 512 Paint misc 0 sf 1676 sf c 513 Paint gates/ vents- 0 sf 642 sf c 514 Paint stairs 0 sf 0 sf c 515 Paint wood 0 sf 0 sf c 516 Equip 0 wk 2.5 wk c

a. Paint doors on facilities :421; 427;430;438;439;595; 668;

b. Paint windows on facilities: 474; 668;

c. Paint / repair miscellaneous areas on facilities: 439420;421; 637; 433; 441; 591; 592; 600; 597;

641; 663;692; 434;

Paint Task Table: Option Year 6 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during kick off meeting. Paint task description is provided indicated in

601 Paint Exterior single door -metal 0 sf 0 sf a 602 Paint Exterior double door -metal- 0 0 0 sf a 603 Rust repair 0 sf 0 sf a 604 Repair door 0 sf 0 sf a 605 Paint Exterior single door -anodized 0 sf 0 sf a 606 Paint Exterior double door -anodized 0 sf 0 sf a 607 Paint window metal 0 sf 0 sf b 608 Paint window anodized 0 sf 0 sf b

Paint Description MIN Unit Max Unit $/Unit Facilities

609 Paint overhead door 0 sf 0 sf a 610 Paint metal panel 0 sf 0 sf c

Paint Description MIN Unit Max Unit $/Unit Facilities

611 Paint misc metal - 0 sf 3550 sf c

612 Paint misc downspout - 0 sf 0 sf c 613 Paint gates/ vents- 0 sf 0 sf c 614 Paint stairs 0 sf 0 sf c 615 Paint wood 0 sf 0 sf 616 0 sf 0 sf c

a. Paint doors on facilities: TBD

b. Paint windows on facilities: TBD

c. Paint / repair miscellaneous areas on facilities: 434 stripes

Appendix 2: CTGB261000 Masonry tasks base year1:

General masonry task specs. For use in base and options.

Tasks *20 Repair mortar: Repair masonry cracks in joints and brick per masonry standards as defined by UFGS. Remove existing and replace mortar. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�.

Tasks *21 repair cracked bricks: Repair masonry cracks in brick per masonry standards per this statement of work. Tool joints at mortar and brick and caulk using motor to match existing brick colors.

The intent is not to replace brick unnecessarily

a. Cracks in brick less than 1/16� can be sealed using matching caulk.

Tasks *22 repair cracked bricks: Repair masonry cracks in brick per masonry standards per this statement of work. Tool joints at mortar and brick and caulk using motor to match existing brick colors.

The intent is not to replace brick unnecessarily

a. Cracks in bricks less than 1 /4� and mortar can be repaired without damaging brick. Repair mortar and seal crack in brick.

Tasks *23 repair cracked bricks: Repair masonry cracks in brick per masonry standards per this statement of work. Tool joints at mortar and brick and caulk using motor to match existing brick colors.

The intent is not to replace brick unnecessarily

a. Cracks in brick greater than ¼� shall be removed and bricks replaced per task2.

Tasks *24 replace brick: Replacement of broken and cracked brick Grissom blend brick. Remove broken bricks and mortar replacing brick and mortar with matching materials. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�. Types of brick varies for the facilities including

Grissom blend brick: Standard size brick, with natural mortar color. Grissom blend brick is randomized multi color brick red orange bricks with variable flashing. (Approx. 4 colors) Brick color example is building 641. Provide mockup for base approval. (Approx. 4 colors)

Tasks *25 replace brick: Replacement of broken and cracked brick Venetian blend brick Remove broken bricks and mortar replacing brick and mortar with matching materials. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�. Types of brick varies for the facilities including

Venetian blend brick: Standard size brick, with natural mortar color. �venetian� brick is to match existing brick. �Venetian� brick is randomized multi color brick reddish brown / orange bricks with dark flashing, (Approx 4 colors) Brick color example is building 592. Provide mockup for base approval.

Task *26 Reset brick: Reset Limestone bricks that are loose or misaligned shall be removed, reset and mortared. Brick is to be level, plumb and aligned with existing brick. Example is limestone brick 24x7.5� block above window lintel on building 663.

Tasks *27 replace brick: Replacement of broken and cracked Limestone brick with Faux limestone brick

1: Remove broken bricks and mortar replacing brick and mortar with matching materials. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�. Types of brick varies for the facilities including

Faux limestone brick 1: 24�x7.5� size concrete brick. Concrete to match texture and color of existing limestone. Brick face is smooth textured limestone. Only on building 663.

Tasks *28 replace brick: Replacement of broken and cracked Limestone brick with Faux Limestone brick2. Remove broken bricks and mortar replacing brick and mortar with matching materials. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�. Types of brick varies for the facilities including

Faux Limestone brick2: Nonstandard 24�x3.5� size brick, with natural mortar color. Brick face is rough textured limestone. Only on building 663 Concrete to match texture and color of existing limestone bricks.

Tasks *29 replace red brick: Replacement of broken and cracked brick Red brick. Remove broken bricks and mortar replacing brick and mortar with matching materials. Provide additives into mortar for expansion and stress areas to allow expansion. Existing mortar joints are ½� to 3/4�. Types of brick varies for the facilities including

Red brick: Nonstandard 12�x3.5� size brick, with natural mortar color. brick color is red/orange.

Example is on building 663.

Tasks *30: Clean and seal brick: Clean brick and apply breathable water proof sealant.

Task 31: Repair of wall expansion joints. Full brick expansion joint Repair:

a. Full brick expansion joint Repair: Remove existing broken / missing expansion joints, and backer rods. Replace backer rods. Recalk joints with matching color of brick. Provide base standard is adobe color expansion material. Provide manufacturer color chart for government to approve selection. Repair of expansion joints in concrete floor. Remove existing cracked expansion joints, and backer rods. Replace backer rods. Recalk joints with matching color existing. Provide manufacturer color chart for government to approve selection.

Task 32: Repair of wall expansion joints. Full brick expansion joint Repair:

a. Medium Spot brick expansion joint Repair: For cracked/ missing expansion joint. Fill in expansion joint material to level of existing expansion material blend in with existing color. Backer rod replacement may not be needed.

Base standard expansion material color is to match adobe or equal. Intent is to use standard color to blend with brick. Provide samples

b. Floor expansion joint repair: Remove existing broken / missing expansion joints, install backer rods. Recalk joints with matching color

Task 33: Repair of floor expansion joints.:

a. Full brick expansion joint Repair: Remove existing broken / missing expansion joints, and backer rods. Replace backer rods. Recalk joints.

Base standard expansion material color is to match existing. Provide samples

Task 34: Repair window caulk.

Full Repair caulk: Remove existing caulk between window (door, panel) and wall. Replace it with new caulk. Use flexible caulk and sealant to seal around to walls. Match window or door.

Typically, dark bronze. Verify with CO before selecting color.

Masonry Task Table: Base Year 1 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Repair brick

TASK Description MIN Unit Max Unit Facilities

20 Repair mortar- 80 lf 420 lf a 21 Repair crack brick- 1/16� 80 lf 80 lf a 22 Repair crack brick- 1/8� lf 140 lf a 23 Repair crack brick- >1/8� lf 210 lf a 24 Replace brick -: Grissom blend 2 sf 0 sf b 25 Replace brick -: Venetian blend 5 sf 149 sf a, b 26 Reset brick -: reset limestone1 0 sf 0 sf 27 Replace brick -: faux limestone1 sf sf 28 Replace brick -: faux limestone2 0 sf 0 sf

29 Replace red brick 0 sf 0 sf

30 Clean brick sf sf 100 sf a Repair joints a

TASK Description Min Unit Max Unit Facilities 31 Full wall exp joints-repair 50 lf lf a 32 Patch exp joint repair lf lf a 33 Repair floor exp joints- 0 lf 0 lf

34 Repair window caulk- 50 lf 480 lf a TASK Description Min Unit Max Unit Facilities

35 Difficult condition hr hr 16 hr a 36 Equip wk wk .3 wk a

a. 592 Warehouse /Shops (Exterior is Venetian blend brick, natural mortar color to 12�, and almond metal siding above 12�). Brick work and Seal metal flashing at corners above brick to prevent leaking on brick,

b. 597

Appendix 2.1: CB261000 Masonry tasks options years 2-6

Masonry Task Table: Option Year 2 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Masonry

220 Repair mortar- Task 1 0 lf 279 lf a 221 Repair crack brick- 1/16� 0 lf 199 lf a 222 Repair crack brick- 1/8� 0 lf 0 lf a 223 Repair crack brick- >1/8� 0 lf 100 lf 224 Replace brick -: Grissom blend 0 sf 0 sf 225 Replace brick -: Venetian blend 0 sf 0 sf 226 Reset -Task 2: Reset limestone1 0 sf 050 sf a 227 Replace brick -: faux limestone1 0 sf 10 sf a 228 Replace brick -: faux limestone2 0 sf 10 sf a 229 Replace red brick 0 sf 70 sf a 230 Clean brick 0 sf 100 sf a

Repair joints a TASK Description MIN Unit Max Unit Facilities 31 Full wall exp joints-repair - 50 lf 0 lf a

232 Minor exp joint repair 0 lf 100 lf a

233 Repair floor exp joints- 0 lf 0 lf a 234 Repair window caulk- 50 lf 600 lf a

Misc TASK Description MIN Unit Max Unit Facilities

235 Difficult condition 0 hr 24 hr a 236 Equip 0 wk .3 wk a

a. 663 72nd / 74th Squadron Operations (Exterior brick uses 24x3.5 rough limestone and 24x7.5 smooth limestone, and 12x3.5 red/orange brick, with natural mortar color. Bricks are nonstandard size.)

Masonry Task Table: Option Year 3 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Repair brick TASK Description Min Unit Max Unit Facilities 320 Repair mortar- 0 lf 0 lf a, b, c, d 321 Repair crack brick- 1/16� 0 lf 139 lf a, b, c, d 322 Repair crack brick- 1/8� 0 lf 60 lf a, b, c, d 323 Repair crack brick- >1/8� 0 lf 10 lf a, b, c, d 324 Replace brick - Grissom blend 0 sf 046 sf a, b, c, d 325 Replace brick -Venetian blend 0 sf 0 sf , f 326 Replace brick - reset lime stone 0 sf 0 sf 327 Replace brick -: faux limestone1 0 sf 0 sf 328 Replace brick -: faux limestone2 0 sf 0 sf 329 Replace red brick 0 sf 0 sf 330 Clean brick 0 sf 0 sf

Repair joints a TASK Description Min Unit Max Unit Facilities

331 Full exp joint repair 0 lf 32 d 332 Minor exp joint repair 0 lf 65 lf a,f 333 Repair floor exp joints- 0 lf 80 lf c 334 Repair window caulk- 0 lf 896 lf e

Misc TASK Description MIN Unit Max Unit Facilities

335 Difficult condition 0 hr 84 hr g 336 Equip 0 wk .2 wk a

Facility identification

a. 420 Vehicle Maintenance Shop (Exterior is Grissom blend brick and metal siding);

b. 440 Chocks (Exterior is Grissom blend brick)

c. 441 Pavilion (Exterior is Grissom blend brick, natural mortar color, and painted wood)

d. 444 Main gate�s generator walls (Exterior is Grissom blend bricks, natural mortar color, and CMU)

e. 663 caulk

f. 593 Aerospace Ground Equipment Shop (Exterior is Venetian blend brick, natural mortar color, and metal siding)

Masonry Task Table: Option Year 4 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base

420 Repair mortar- 0 lf 0 lf c, 421 Repair crack brick- 1/16� 0 lf 70 lf a,b 422 Repair crack brick- 1/8� 0 lf 0 lf a 423 Repair crack brick- >1/8� 0 lf 6 lf c 424 Replace brick -: Grissom blend 0 sf 6 sf c 425 Replace brick -: Venetian blend 0 sf 0 sf 426 Replace brick - reset lime stone 0 sf 0 sf 427 Replace brick - faux limestone1 0 sf 0 sf 428 Replace brick -: faux limestone2 0 sf 0 sf 429 Replace red brick 0 sf 0 sf 430 Clean brick sf 0 sf

Repair joints a TASK Description Min Unit Max Unit Facilities

431 Full exp joint repair 0 lf 208 lf d 432 Minor exp joint repair 0 lf 0 lf b 433 Repair floor exp joints- Task 3 0 lf 0 lf 434 Repair window caulk- Task 4 0 lf 176 lf b

Misc TASK Description MIN Unit Max Unit Facilities

435 Difficult condition 0 hr 8 hr 436 equip 80 wk .3 wk Facility identification

a. 641 Civil Engineering (Exterior is Grissom blend brick and almond metal siding)

b. 591

c. 563 West gate Gatehouse (Exterior is brick and dark bronze wood.)

d. 597

Masonry Task Table: Option Year 5 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base

520 Repair mortar- 0 lf 0 lf a 521 Repair crack brick- 1/16� 0 lf 70 lf a 522 Repair crack brick- 1/8� 0 lf 0 lf a 523 Repair crack brick- >1/8� 0 lf 6 lf a 524 Replace brick -: Grissom blend 0 sf 6 sf a 525 Replace brick -: Venetian blend 0 sf 0 sf aa 526 Replace brick - reset lime stone 0 sf 0 sf a 527 Replace brick - faux limestone1 0 sf 0 sf aa 528 Replace brick - faux limestone2 0 sf 0 sf a 529 Replace red brick 0 sf 0 sf a 530 Clean brick sf 0 sf a

Repair joints a TASK Description Min Unit Max Unit Facilities

531 Full exp joint repair 0 lf 200 lf a

532 Repair floor exp joints- 0 lf 65 lf a 533 Repair window caulk- 0 lf 200 lf a 534 Repair floor exp joints- 0 lf 0 lf a

Misc

535 Difficult condition hr 8 hr a 536 equip 80 wk .3 wk a

e. Facility identification

a. TBD

Masonry Task Table: Option Year 6 Table indicates work specific amounts per task and general location. Drawings shows general locations and facility elevations of work on the facilities. Paint task description of specs indicated in base year descriptions

Repair brick TASK Description MIN Unit Max Unit Facilities 620 Repair mortar- 0 lf 0 lf a 621 Repair crack brick- 1/16� 0 lf 70 lf a 622 Repair crack brick- 1/8� 0 lf 0 lf a 623 Repair crack brick- >1/8� 0 lf 6 lf a 624 Replace brick - Grissom blend 0 sf 6 sf a 65 Replace brick -: Venetian blend 0 sf 0 sf a 626 Replace brick - reset lime stone 0 sf 0 sf a 627 Replace brick - faux limestone1 0 sf 0 sf a 628 Replace brick -: faux limestone2 0 sf 0 sf a 629 Replace red brick 0 sf 0 sf a 60 Clean brick 0 sf 0 sf a

Repair joints a TASK Description Min Unit Max Unit Facilities

631 Full exp joint repair 0 lf 300 lf a 632 Minor exp joint repair 0 lf 65 lf a 633 Repair floor exp joints- 0 lf 0 lf a 634 Repair window caulk- 0 lf 200 lf a

Misc TASK Description MIN Unit Max Unit Facilities

635 Difficult condition 0 hr 8 hr a 636 equip 80 wk .3 wk a

Facility identification

a. TBD-

Appendix 3: CTGB261000 Gutter tasks base year1

General gutter task specs for use in base and options.

: Repair gutters to eliminate leaks and ice covered downspouts. Gutters are aluminum surface mounted gutters and built-in gutters. Repairs are to be made inside gutter. Sealant shall be black.

Task *40 clean gutter: Building gutters to be addressed: Clean and test gutter in the areas indicated to enable repair and testing of gutters. Clean with power washer and cleaner. clean repair area dirt and any debris. Areas at joints shall be cleaned to bare metal.

Gutter joint

Task *41 Gutter Joint seal surface: Use sealer rated for gutter seal. Use polystyrene/ silicon base product. Use UV rated products. Temp range -20 degrees to 160 degrees. Flexible enough to handle the freeze-thaw cycles. Smooth to allow water to flow. Seal base and sides

Task *42 Gutter Joint seal built in gutter: Use sealer rated for gutter seal. Use polystyrene/ silicon base product.

Use UV rated products. Temp range -20 degrees to 160 degrees. Flexible enough to handle the freeze-thaw cycles. Smooth to allow water to flow. Seal base and sides

Task 43 gutter Patch/ repair: Same as joint seal using mesh with sealer for reinforcing in areas with holes or moving joints.

Task *44 Downspout joint seal in surface mounted gutters: Seal all joints around downspout with UV rated polystyrene/ silicone sealant. Cover screws. Smooth to allow water to flow. Include using mesh at gutter joints with sealant for reinforcement. Patch, verify if downspout is attached. Add screws if needed to support, eliminate gaps and reattach.

Task *45 Downspout joint seal in built-in gutters. Seal all joints around downspout with UV rated polystyrene/ silicone sealant. Cover screws. Smooth to allow water to flow. Additional cost to sealant repair due to bult-in gutter. Add is for built-in gutter due to difficulty�

Task *46 Downspout repair in built-in gutter: Same as downspout joint seal. Include using mesh at gutter joints with sealant for reinforcement. Patch, verify if downspout is attached. Add screws if needed to support, eliminate gaps and reattach. Additional cost to sealant repair due to bult-in gutter. Add is for built-in gutter due to difficulty�

Task *47 General repair and realign: Realign downspouts to eliminate gaps, add screws as needed to support, Task *48 Add downspout: Cut hole in gutter. Add down spout to gutter. Releveling gutter not included. Approx.

11� length. Secure to wall.

Task *49 Downspout support. Add bracket to attach gutter to wall Task *50 Relevel gutter to drain. Relevel gutter to allow water to flow to down spout. Minimum 1/8 per foot. Lift gutter without total removal. Avoid more removal than needed.

Task *51 Raise downspout. Splash block: Raise down spout bottom to 8� above grade raise splash block and/ or extension up 4� to in create slope away from building. use rock under splash block.

Task *52 Additional cost to sealant repair due to difficulty create from to height above 14� Task *53 equipment: lifts and scaffold

Gutter Task Table: Base Year 1 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Repair Downspout

40 Clean gutter 0 lf 1377 sf 41 Seal joints: surface 0 ea 50 sf 42 Seal joints: built-in 0 ea 52 ea 43 Patch joints 0 es 19 sf 44 Seal joints at downspouts surface 0 ea 14 sf 45 Seal joints a downspout built-in 0 ea 48 ea 46 Repair connections at down spout 0 ea 7 sf 47 General repair 0 lf 19 sf

48 Add down spout 0 ea 2 sf

49 Add down spout support brackets ea 6 ea 50 Relevel gutter. 0 lf 45 sf

General

TASK# Description Min Unit Max Unit Facilities 51 Raise downspout and level 0 ea 10 ea 52 Add to item cost for roofs above 14� 0 ea 8 ea 53 Equipment 0 wk 4 wk

� Facility identification

a. 592, 563, 597, 641, 667, 669, Appendix 3.1: CTGB261000 gutter options years 2-6

Gutter Task Table: Option Year 2 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Repair gutter TASK Description Min Unit Max Unit Facilities 240 Clean gutter 0 lf 1051 lf 241 Seal joints: surface 0 ea 85 ea 242 Seal joints: built-in 0 ea 25 ea 243 Patch joints 0 es 25 es 244 Seal joints at downspouts surface 0 ea 35 ea 245 Seal joints a downspout built-in 0 ea 14 ea 246 Repair connections at down spout 0 ea 14 ea 247 General repair 0 lf 11 lf

248 Add down spout 0 ea 00 ea 249 Add down spout support brackets ea 4 ea 250 Relevel gutter. 0 lf 0 lf

Misc TASK# Description Min Unit Max Unit Facilities

251 Raise downspout 0 ea 10 ea 252 Add to item cost for roofs above 14� 0 ea 0 ea 253 Equipment 0 sf 0 sf

a. 600, 420, 440, 430, 427, 663, 426

Gutter Task Table: Option Year 3 Table indicates work specific amounts per task and general location. See drawing appendixes for general locations and facility elevations of work on the facilities. Tasking locations not shown on the drawing will be coordinated with the contracting officer during the kick off meeting. Task description is provided indicated in base year appendix descriptions

Repair gutter TASK Description Min Unit Max Unit Facilities 340 Clean gutter 0 lf 1051 lf 341 Seal joints: surface 0 ea 85 ea 342 Seal joints: built-in 0 ea 25 ea 243 Patch joints 0 es 25 es 344 Seal joints at downspouts surface 0 ea 35 ea 345 Seal joints a downspout built-in 0 ea 14 ea 346 Repair connections at down spout 0 ea 14 ea 347 General repair 0 lf 11 lf

348 Add down spout 0 ea 00 ea 349 Add down spout support brackets 0 ea 4 ea 350 Relevel…

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