Final Solicitation W912BU21R0016.pdf

PROJECT TITLE: INDEFINITE DELIVERY INDEFINITE QUANTITY (IDIQ) MULTIPLE AWARD TASK ORDER CONTRACT (MATOC) FOR

DESIGN/BUILD AND DESIGN BID BUILD SUSTAINMENT, RESTORATION & MODERNIZATION (SRM)

AND MINOR CONSTRUCTION WITHIN PHILADELPHIA DISTRICT’S AREA OF RESPONSIBILITY (AOR)

ISSUE DATE: 12 August 2021

THIS PROCUREMENT IS 8(a) competitive souce selection. Seed Task Orders TO1 and TO2 are f ictitious and used for 8a competitive source selection. Instructions for proposals are found in sections 00 21 16 and 00 21 18 of this solicitation.

Contractors must self perform 15% of the w ork in aw arded task orders; 8(a) bonafide of fice rules apply.

“Notice to Offeror(s)/Supplier(s): Funds are not presently available for this effort. No aw ard w ill be made under this solicitation until funds are available. The Government reserves the right to cancel this solicitation, either before or after the closing date. In the event the Government cancels this solicitation, the Government has no obligation to reimburse an offeror for any costs.” See FAR 52.232-18.

Performance and Payment Bonds are required in the performance of all task orders competed w ith this Multiple Aw ard Task Order Contract.

The minimum order guarantee w ill be $10,000 in services for each MATOC Contract Aw ard.

CHERITA L WILLIAMS 215-656-6775

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

12-Aug-2021

(RFP)

(IFB)

X

CALL:

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 _______ calendar days and complete it w ithin ________ calendar days af ter receiving aw ard, X notice to proceed. This performance period is mandatory, X negotiable. (See _________________________

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 __________ copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________ (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 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

US ARMY ENGINEER DISTRICT, PHILADELPHIA

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

W912BU

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

(hour)

Sealed envelopes containing offers

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

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

FAX:TEL: TEL: FAX:

W912BU21R0016 172

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 00 10 00 - Solicitation

INFORMATIONAL

Contracting Officer Authority Only a warranted Contracting Officer (either a Procuring Contracting Officer (PCO) or an Administrative Contracting Officer (ACO)), acting within their appointed limits, has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract, you shall not proceed with the change and shall immediately notify the Contracting Officer. Proceeding with any work not authorized by the Contracting Officer will be at the Contractor's own risk.

(end of text)

FIRMS WHO FEEL THEY HAVE BEEN UNFAIRLY TREATED SHOULD CONTACT:

Regulatory Enforcement Fairness Office of the National Ombudsman U.S. Small Business Administration 409 3rd Street SW Washington, DC 20416 Tel: (886) 734-3247 http://www.sba.gov/ombudsman

BID SPECIFICATIONS

Prices for all Task orders under the MATOC Davis-Bacon or SCA Code Labor Title 11-9021 Project/Construction Manager 43-5061 Planner/Scheduler 51-1011 Foreman 13-1041 Quality Control / Safety Inspector

G&A Percentage Overhead Percentage Maximum Profit Percentage

Unburdened Burdened (G&A+OH)

Task Order 1 Broken Down by MasterFormat Division DIVISION SUMMARY (MasterFormat Aug 2020)

00 - Procurement & Contracting Requirements 01 - General Requirements 02 - Existing Conditions 03 - Concrete 04 - Masonry 05 - Metals 06 - Wood, Plastics & Composites 07 - Thermal & Moisture Protection 08 - Openings 09 - Finishes 10 - Specialties 11 - Equipment 12 - Furnishings 13 - Special Construction 14 - Conveying Equipment

21 - Fire Suppression 22 - Plumbing 23 - Heating, Ventilating & Air-Conditioning (HVAC)

25 - Integrated Automation 26 - Electrical 27 - Communications 28 - Electronic Safety and Security 31 - Earthwork 32 - Exterior Improvements 33 - Utilities 34 - Transportation 35 - Waterway and Marine Construction 40 - Process Interconnections 41 - Material Processing and Handling Equipment 42 - Process Heating, Cooling, and Drying Equipment 43 - Process Gas and Liquid Handling, Purification and Storage Equipment 44 - Pollution and Waste Control Equipment 45 - Industry-Specific Manufacturing Equipment 46 - Water and Wastewater Equipment 48 - Electrical Power Generation MF2020 Total (Without totalling components} Totaling Components

$0

General Construction Subtotal $0

General Construction Labor Burden $0

General Construction Overhead (__%) #REF!

General Construction Profit (__%) #REF!

General Construction Bonding (2.5000%) #REF!

GRAND TOTAL #REF!

Task Order 2 Broken Down by Work Package

Material Costs

Line Item UM QTY UC

Heat Load and Duct Calculations, Structural Load Calculations if necessary, Preliminary VE Report and Other Initial Ducumentation

LS 1

Disconnect power, controls wiring and hot/chilled water pipings and ductwork. Demo existing rooftop units and dispose of in strict accordance with federal, state and local requirements EA 8

Furnish and install controls for new equipment and properly integrate with existing building controls (JC/Metasys) (This includes any reqd. wiring, 1/2"EMT, testing and programming. EA 8

Furnish & install new supply/return duct-systems to the tiein-poins for RTUs and modifications to supply/return ducts for RTUs

EA 8

Repair & leak-proof remaining duct-systems/duct support/new insulation/aluminum jacketing etc. EA 8

Provide existing EPDM roofing material protection during the demo/installation of the RTUs. EA 8

Furnish and install new air handling units with factory fabricated curb and factory installed DDC control box. This price includes associated hot or chilled water piping and supply/return duct work as required and flashing/sealing ans leak proofing the curbs. TON 208

Modifications to roof openings and filling-in/patching/repairing the affected roof and roof openings and other new roof penetrations.

EA 8

9 Electircal Hook-Up EA 8

Fabricate/Install new walkway protection from access points to and around AHUs EA 8

11 Crane Rental MO

12 40 CY capacity dumpster / cleanup WK 8

13 Commissioning / TAB /Start-up / Set-up SOO EA 8

14 Provide O&M training by factory-certified technicians LS 1

15 Enter data into BUILDER database (subcontract) EA 8

16 Onsite supervision WK 8

17 Submittals & Shop Drawings LS 1

18 Provide as-built drawings in CAD format LS 1

SUBTOTAL Work Items

PROFIT (___%)

BOND (2%)

GRAND TOTAL IGE

LABOR COSTS

SUBTOTAL LH RATE SUBTOTAL EQUIP LINE TOTAL

$0

$0 $0 $0

$0 $0 $0

$0 $0 $0

$0 $0 $0

$0

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job MATOC SRM Task Orders

FFP

Philadelphia District-wide SRM task orders priced between $2,500 and $10,000,000. The ordering period shall be five years after MATOC is awarded.

FOB: Destination

PSC CD: Z1AZ

NET AMT

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 5 yrs. ANP 1 US ARMY ENGINEER DISTRICT, PHILADELPHIA

CHERITA L WILLIAMS

CONTRACTING DIVISION

WANAMAKER BUILDING

100 PENN SQUARE EAST

PHILADELPHIA PA 19107-3390

215-656-6775 FOB: Destination

W912BU

CLAUSES INCORPORATED BY REFERENCE

52.232-18 Availability Of Funds APR 1984

SEED TASK ORDER 1

3.0 SCOPE OF WORK

THIS IS A SAMPLE PROJECT FOR EVALUATION PURPOSES AND WILL NOT BE AWARDED.

Offeror should initially bid this project as a design-build of a pre-engineered metal building (a complete and usable Fieldhouse) and associated work. This will be used in evaluating Offeror’s price proposal and technical approach.

Offeror is encouraged, however, to evaluate other building types and shapes, such as precast or tilt-up concrete or site-constructed masonry and propose any viable alternatives. Offeror’s technical approach to the pre-engineered metal building and any alternatives will be used in evaluating bidder’s proposal.

This description of the work in this Section is generally broken down by UFGS Guide Specifications Divisions, with Offeror to determine what work is necessary and performing that work to deliver a complete and usable facility.

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

3.01.1 Design & Preliminary Documentation

3.01.1.1 As part of the Technical Approach, Offeror shall submit a proposed project plan and basic schedule for this fictious project, including a generic identification of any interruption to active electrical, water, sewer, gas or other utility services (assuming they are all 30 ft from front right corner of the building footprint. While Offeror does not have to submit a site safety plan for this fictious project in the Proposal, Offeror should include the costs in its bid and the time in its schedule as if the successful Contractor would submit a site safety plan for Contracting Officer’s Representative (COR) review and approval prior to performing any work. The COR would have at least two weeks’ notice before any action so that a schedule is mutually agreed upon and notice given to the base before the work is undertaken.

3.01.1.2 This is a fictitious project. For bidding and scheduling purposes, Contractor shall assume the successful bidder would begin design of the building within 30 days of the Notice to Proceed (NTP). Contractor shall consult with the COR and base as the design progresses holding at least three design charrettes (35%, 65% and 95%).

Assume the Contractor will do a fast-track design submission for the sitework, which could begin upon Government acceptance. Design would be required to be complete, and building construction begin no later than 180 days from NTP. Also assume Contractor would be required to provide drawings of the building with a P.E. seal prior to start of building construction work.

3.01.2 Kick-Off Meeting

For bidding and scheduling purposes, Offeror should assume the COR will host a pre-construction (i.e., kick-off) meeting to advise and coordinate on local procedures, safety and security requirements, and project activities. Base Requirements: The base will advise Contractor of the location and processes to obtain the following as needed:

- Personnel identification badges, vehicle passes, and/or entry permits.

- Information on job site safety, fire prevention/security practices and procedures.

- Access to utilities (electrical, water, sewer etc.) This includes a supply (e.g., fire hydrant or standpipe) of large quantities of potable water. Security escorts for work in restricted areas.

3.01.3 On-Site Field Oversight & Quality Control

Contractor shall provide the supervision, manpower, equipment, material, services, and transportation necessary to ensure oversight and quality control services throughout accomplishment of this task order. It is the responsibility of Contractor to establish and maintain open communications between all the concerned parties/authorities associated with accomplishment of this task order.

3.01.4 For bidding and scheduling purposes, Offeror should consider that Contractor shall submit a Work Clearance request and Digging Permit describing any changes to vehicular traffic flow, base utility services, base communication cables, protection provided by fire and intrusion alarm systems, or routine activities of the installation. This form is used to coordinate the required work with key base activities and keep customer inconvenience to a minimum. It is also used to identify potentially hazardous work conditions and prevent accidents.

The Work Clearance Request is initiated by Contractor through the COR at least ten (10) days prior to the start of work. If work delays are encountered, and/or the conditions at the job site change (or may have changed) the Work Clearance Request must be re-processed. Contractor shall coordinate and obtain all utility mark outs prior to starting work. The processed and approved Work Clearance is used as an authorization document to work in a specified area. It certifies that all required coordination has been conducted. Submission of this form is for local installation mark outs only and does not relieve Contractor of the responsibility for obtaining public utility mark outs.

3.01.5 Fire Prevention. Contractor's operations shall comply with all requirements of the Installation Fire Prevention Standards, Air Force, Army and Navy Regulations as applicable, most current issue of the National Fire Codes, and the Fire Department which is Authority Having Jurisdiction (AHJ). Open flame, hot work requires prior approval of the Fire Department of AHJ on a daily basis.

3.01.6 Contractor shall implement the storm water pollution prevention measures specified in a manner that comports with requirements herein and also as in any Storm Water Pollution Prevention Permit. Under the federal Clean Water Act, 33 USC §1251 et seq., this Specification applies to all construction projects that clear, grade or excavate parcels that are one acre or larger.

3.01.7 Contactor shall perform all site work and construct the building designed as a result of the successful proposal and task order award. Unless agreed otherwise, the fieldhouse building shall be a 100 ft. x 160 ft. pre-engineered metal building; exterior grading and landscaping of roughly 1 acre surrounding the building; and approximately 250 square feet of 4-inch-thick sidewalk connect the building to adjacent streets and sidewalks.

3.01.8 Material Handling

3.01.8.1 Dumpsters and waste containers shall be kept fifteen (15) feet away from any existing building.

3.01.8.2 Contractor shall remove all contract generated debris from the construction site and dispose of the debris off site at an approved landfill. Disposal shall be in accordance with Local, State and Federal laws and regulations.

In case of conflict, the most stringent law or regulation will apply. All dumpster delivery tickets must be returned to the government (See Material Submittals for detail).

3.01.9 Pre-Final Inspection

Contractor shall conduct a pre-final walk through inspection with COR and publish the pre-final inspection findings in a pre-final inspection (punch list) report. Contractor shall include a draft DD Form 1354, Transfer and Acceptance of Real Property for review.

(t) Contractor shall provide commissioning of all the new building systems and re-establish sequence of operation to ensure/restore equipment operation in accordance with design intent and/or to meet current owner’s operational needs.

(u) After the successful commissioning, Contractor will provide 4 hours of training to the operations and maintenance (O&M) personnel by a factory trained technician.

(v) For the purpose of this sample project, Offers should assume that after the successful commissioning, Contractor would have an approved subcontractor update the data and required photographs for the newly-constructed building into the Army’s BUILDER SMS computerized database in accordance with BUILDER methodology and the Army BUILDER SMS Inventory and Assessment Implementation Guide. The subcontractor must have three (3) years of desk-entry experience in entering data and photographs into the Army BUILDER SMS system. The Contracting Officer must review and approve all subcontractors proposed to accomplish this work. Building components shall be inventoried using BUILDER methodology in accordance with Army BUILDER SMS Inventory and Assessment

Implementation Guide structure to includes all BUILDER defined component-sections associated with the Army’s designated UNIFORMAT II BUILDER Systems. Assessors shall use facilities naming convention and comment format consistent with Army BUILDER SMS Inventory and Assessment Implementation Guide. Assessors shall utilize the BUILDER SMS Direct Rating Assessment method supplemented with specific distresses observed when the component-section is given any rating lower than Green minus (G-). Photographs shall be entered of the required building sections and distresses.

DIVISION 02 - EXISTING CONDITIONS

3.02.1 Use of existing condition data provided by the Government conveys acceptance and as such does not relieve Contractor of liability associated with performance as the Engineer of Record. Contractor shall be solely responsible for verification and validation of existing conditions, coordination of existing conditions in parallel with proposed design requirements. Contractor, in undertaking the work under this contract, is assumed to have surveyed the facility and to have taken into consideration all conditions which might affect the work. Contractor is accountable for all aspects of the completed design and as-built drawings under all applicable Federal, State and local laws, regulations and base-specific standards.

3.02.2 Landscaping – Contractor shall restore damage to existing grounds and plantings caused by contractor’s personnel or equipment.

DIVISION 03 - CONCRETE

3.03.1 Foundation (All concrete shall be 4000 psi unless noted otherwise by the Designer of Record (DOR).

3.03.2 Footing Placement - Concrete for footings may be placed in excavations without forms upon inspection and approval by the COR. Excavation width must be a minimum of 4 inches greater than indicated.

3.03.3 Placing Reinforcement - Unless otherwise specified, placing reinforcement and miscellaneous materials must be in accordance to ACI 301. Provide bars, welded wire reinforcement, wire ties, supports, and other devices necessary to install and secure reinforcement. Reinforcement must not have rust, scale, oil, grease, clay, or foreign substances that would reduce the bond. Rusting of reinforcement is a basis of rejection if the effective cross-sectional area or the nominal weight per unit length has been reduced. Remove loose rust prior to placing steel. Tack welding is prohibited.

3.03.4 Contractor shall set forms and cast in place 2 ft. wide x 1 ft thick continuous footing around perimeter of building.

3.03.5 Contractor shall set forms and cast in place 1ft. thick x 2 ft. high continuous foundation wall, with #4 re-bar, 12 in. O.C. and anchors for steel columns,

3.03.6 Contractor shall set forms and cast in place spread footings under each column with rebar in accordance to attached footing schedule.

3.03.7 Contractor shall set forms and cast in place 16,000 sf x 8 in. thick reinforced concrete floor slab on 6 in. of clean compacted ¾ in. crushed stone. Re-bar shall be #5, 12 in. O.C. each way. The Concrete floor shall have a trowel finish. Expansion joint shall go around the entire perimeter where the concrete floor meets the concrete foundation.

3.03.8 Contractor shall evenly set control joints in concrete slab.

3.03.9 Contractor shall set forms and cast in place two 5 ft. x 5 ft. x 6 in. concrete apron and four 8 ft. x 5 ft. x 6 in.

concrete apron for all exit doors. Concrete aprons for all doors and apron must be the same height as the concrete pad.

3.03.10 Contractor shall set forms and cast in place 6 in. concrete pad for HVAC equipment.

3.03.11 Contractor shall excavate 48 in. below grade and set four (4) pipe bollards around HVAC equipment.

Bollards shall be 4 ft. above grade, 6 in. diameter, concrete filled and painted.

DIVISION 04 MASONRY - NONE

3.04.1 For the purposes of this task order, assume the pre-engineering metal building does not need masonry (even if a Fieldhouse function would require masonry).

DIVISION 05 METALS - NONE

3.05.1 For the purposes of this task order, assume the pre-engineering metal building does not need this for the walls, roof and structural steel covered in other sections.

DIVISION 06 - WOOD PLASTICS, COMPOSITES

3.06.1 Contractor shall install two (2) solid-surface counter-tops with two (2) integrated sinks each (one countertop in each bathroom). The counter-tops shall be fabricated with 4”h integrated back-splashes and front apron. (The counter-top and back-splash shall be one-piece) There shall be knee braces installed between each sink. Each counter-top shall be one-piece

3.06.2. Contractor shall install solid-plastic toilet partitions for three (3) toilets in the women’s bathroom and two (2) toilets in the men’s bathroom. The partitions shall be installed with full-length wall brackets.

3.06.3. Contractor shall install solid-plastic urinal screens with full-length wall brackets for two (2) urinals in the men’s bathroom.

3.06.4. Contractor shall install two (2) solid-plastic shower benches (8” w x 48” L), which shall have aluminum or stainless-steel corrosion-resistant legs. One shower bench in the men’s shower room and the other in the women’s shower room.

3.06.5. Contractor shall install a total of four (4) integrated (solid-surface) sinks:

a. Ladies Bathroom (2 sinks in counter-top)

b. Men’s Bathroom (2 sinks in counter-top)

DIVISION 07 - THERMAL AND MOISTURE PROTECTION (ROOFING AND SIDING)

3.07 Insulation

3.07.1 Contractor shall provide and install the equivalent of 6" thick R20 Faced, Glass-Fiber Blanket Insulation in the walls and 8" thick R-30 insulation in the roof. Insulation shall be of above specified thickness and density to provide an overall tested heat transfer U-value as required. Insulation shall have a flame spread classification of 25 or less and a smoke developed rating not in excess of 50 when tested in accordance with ASTM E 84. Exposed insulation shall be faced with a vapor barrier of vinyl film, or vinyl reinforced foil. The pre-engineered metal building may use typical insulated metal wall panels. Refer to Paragraph 3.13.1.3, which lists the metal wall insulation requirements.

3.07.2 Rigid or semi-rigid insulation shall conform to Fed. Spec. HH-1-558, form A, class 2. Insulation shall have a white non-dusting and non-shedding painted finish.

3.07.3 Blanket insulation shall conform to Fed. Spec. HH-1-558, form B, type I, class 6. Insulation shall have a white sheet vinyl facing.

3.07.4 Gutters & Downspout

3.07.4.1 Contractor shall install gutters along the roof’s drip edge (approximately 320 LF of gutters) and downspouts every 40 ft along the gutter (approximately 250 LF of down spouts). Gutters shall be, eave type, 26 ga. factory applied enamel finish aluminum (Dark Bronze.) Gutters shall be formed in sections, complete with end pieces, outlet tubes, special pieces that may be required, finished to match roof fascia and rake. All seams of gutters shall be sealed. Gutters shall terminate at least 1/2 inch away from vertical surfaces. Supporting cleats shall be anchored to the structure at spacing not exceeding 16" on center. Gutters shall be installed with high points at ends or equidistant from down spouts and shall have a slope of not less than 1/16in. per foot.

3.07.4.2 Contractor shall install gutters and downspout on each drip point side of facility. Provide and install 4in. x 5in., .024in. thick factory applied enamel finish aluminum downspouts (Dark Bronze.) Downspouts shall be formed in sections, complete with elbows and offsets, and shall be finished to match wall panels. Down spouts shall be complete with all required accessories, clips, anchors, straps, and fasteners. Down spouts shall be set plumb and not less than 1 inch from the wall. Leaders shall connect gutters on overhanging eaves to down spouts. Leaders shall be set with a slope not less than 1/16in. per foot or more than 30 degrees below the horizontal line. Leaders shall fit over the outlet in the gutter bottom and shall fit into and riveted to the downspout. Rivet spacing shall not be more than 2 inches. Joints between lengths of down spouts shall be made by telescoping the end of the upper lengths at least 3/4in. into the lower lengths. Down spouts terminating at splash blocks or pans shall be provided with stock elbow type fittings. Down spout hangers shall be provided adjacent to the joint at the top of each section of down spout, except that the bottom section shall have additional strap adjacent to the bottom joint when splash blocks or pans are required. Hangers shall be 1/16in. x 1in. flat stock of the same material as the downspout

3.07.5 All ductwork shall be insulated with rigid board insulation, one and-half inches (1½) thick with foil back vapor barrier. The insulation shall be secure to the duct work by metal fasteners and adhesive. All seems shall be taped with aluminum tape, which has been properly adhered to the surfaces.

3.07.6 Contractor shall caulk and seal all openings as required.

DIVISION 08 - OPENINGS (DOORS, WINDOWS, SKYLIGHTS)

3.08 Doors

3.08.1 Double Leaf Doors and Frames . Contractor shall install four (4) 6 ft. x 7 ft. exterior metal exit double leaf doors (Two with vision panel). Metal frames shall comply with recommended specifications for Standard Steel Doors and frames (SDI- I 00), Steel Door Institute. Frames shall be set plumb, level, and square into rough openings. Mortise for hinges shall be an outward swing. Doors shall fit accurately in the above frames with all associated hardware as listed. Doors shall be installed so they swing freely outwards, without binding, and shall be installed so the margin between door and frame is equal at the header, hinged and lock sides of frame.

3.08.1.2 Single Leaf Doors and Frames. Contractor shall provide and install two (2) 3 ft. x 7 ft., factory primed, single leaf doors complete with frame. Hollow metal doors and frames shall comply with recommended specifications for Standard Steel Doors and frames (SDI- I 00), Steel Door Institute. Frames shall be set plumb, level, and square into rough openings. Mortise for hinges shall be an outward swing. Doors shall fit accurately in the above frames with all associated hardware as listed. Doors shall be installed so they swing freely outwards, without binding, and shall be installed so the margin between door and frame is equal at the header, hinged and lock sides of frame.

3.08.1.3 Contractor shall install ten (10) interior solid core wooden door for entry into office, workout rooms, exercise area, restrooms/locker rooms office and storage rooms.

3.08.2 Hardware: Single and Double Leaf Doors

3.08.2.1 Contractor shall provide and install 1-1/2 pairs per door, 4-1/2in. x 4-1/2in. full mortise, wrought steel, standard duty hinges, 5 knuckles, ball bearing, and factory primed for paint finish on all doors. Hinges shall be complete with non-removable pins for security purposes.

3.08.2.2 Contractor shall provide and install heavy-duty surface mounted door closure, modern type with cover, rack and pinion, and adjustable back check. 3-way mounts with regular arm. Closer shall be UL listed with a minimum of 5 lbs. of resistance. Door closing device shall be installed and adjusted to the inside of door in accordance with templates and printed instructions supplied by the manufacturer.

3.08.2.3 Contractor shall provide and install a rim type exit device, UL listed, ANSI AI 56.5. Device shall be activated by push plate or paddle, complete with required exterior thumb piece and pull handle. Device shall have a protected latch with a surface mounted strike.

3.08.2.4 Contractor shall provide and install weather stripping around all doors. Weather stripping shall be sponge neoprene or extruded vinyl, enclosed in a1uminwn housing. Bottom weather stripping shall be an a1uminum extrusion with vinyl sweep strip.

3.08.2.5 Contractor shall provide and install a neoprene weather stripping for exterior seal or overhead doors.

Weather stripping shall be installed along the entire jamb and headers.

3.08.2.6 Contractor shall provide and install an aluminum threshold. Thresholds for exterior doors with weather stripping shall be extruded aluminum flat type with fluted top and shall provide proper clearance and an effective seal with specific weather stripping.

3.08.3 Contractor shall install 72 sf of double-glazed egress windows in the office and any entry areas and 36 sf of high-mounted double-glazed windows for the court areas.

3.08.4 Contractor shall install one (1) Knox Box on exterior of the building accessible to the base Fire department.

DIVISION 09 - FINISHES (FLOORING, WALLS, CEILINGS)

3.09.1 Supports for Plaster and Gypsum Board

The extent of gypsum drywall work is outlined below. Types of work include: Screw-type metal support system, Gypsum drywall directly applied to metal support systems, Gypsum backing boards for application of other finishes and Interior gypsum drywall ceiling/soffits. Seams: tape all joints and apply three coats of joint compound sanded smooth between coats, meeting a Level 4 finish per ASTM-c-840 (unless otherwise indicated). Fire-Resistance Rating: Where gypsum drywall systems with fire-resistance ratings are indicated provide materials and installations which are identical with those of applicable assemblies tested per ASTM E 119 by fire testing laboratories acceptable to authorities having jurisdiction. Contractor shall install studs or galvanized steel clips and support angles for erection of gypsum wallboard in accordance with the required UL Fire resistance rating.

3.09.1.1 Contractor shall verify that framing and furring are securely attached and of sizes and spacing to provide a suitable substrate to receive gypsum board and cementitious backer units. Verify that all blocking, headers and supports are in place to support plumbing fixtures and to receive soap dishes, grab bars, towel racks, and similar items.

3.09.1.2 Contractor shall construct a one-hour fire rated wall that separate the mechanical room from the gymnasium area, and storage rooms.

3.09.2 Partition Walls: New walls framing shall be 3 5/8” metal studs @ 16” O.C. with batt insulation and 5/8 in.

gypsum board. Tape & mud and prep for paint. Walls surrounding restrooms, storage rooms and mechanical room shall extended to underside of roof deck.

3.09.3 Contractor shall construct one-hour fire rated gypsum ceiling in mechanical and storage room. Framing shall be 3 5/8” metal studs @ 16” O.C. with batt insulation and 5/8 in. gypsum board.

3.09.4 Contractor shall tape all joints and apply three coats of joint compound sanded smooth between coats.

3.09.5 Floor

3.09.5.1 Floor Surface Material - Contractor shall provide and install the following flooring above the subfloor:

(a) Court Areas - Indoor sports tiles marked for basketball and volleyball.

(b) Workout Rooms - 2 ft. x 2 ft. Marley-type vinyl dance tiles

(c) Exercise machine area - 2 ft. x 2 ft. gym foam tiles

(d) Locker-room/restrooms/showers – 2” x 2” mosaic ceramic tiles

(e) Office - 2 ft. x 2 ft. carpeting tiles

(f) Storage room - 2 ft. x 2 ft. vinyl composite tiles

(g) Mechanical room – trowel finished concrete

(h) Entrance/hallways/freespace - flooring as appropriate

3.09.5.2 Keep each floor in true, level plane, except where slope is indicated. Vary edge width as necessary to maintain full-size tiles in the field, no edge tile to be less than one-half the field tile size, except where irregular shaped rooms make it impossible.

3.09.5.3 Contractor shall install new 4in. high vinyl cove base as required

3.09.5.4 Subfloor preparation - Provide a smooth, true, level plane for surface preparation of the Flooring. Prepare the concrete surfaces as recommended by the flooring manufacturer. Comply with ASTM F710 for concrete subfloor preparation. Before any work under this section is begun, correct all defects such as rough or scaling concrete, chalk and dust, cracks, low spots, high spots, and uneven surfaces. Repair all damaged portions of concrete slabs as recommended by the flooring manufacturer. Remove concrete curing and sealer compounds from the slabs, other than the type that does not adversely affect adhesion. Determine the suitability of the concrete subfloor for receiving the resilient flooring with regard to moisture content and pH level by moisture and alkalinity tests.

3.09.6 Locker/Bathrooms/Showers

3.09.6.1 Contractor shall install 4”x 4” ceramic wall tile in the bathrooms and shower-room. The tile shall span from floor to ceiling, and shall be set with a contrasting accent strip and a sanitary base.

3.09.6.2 Contractor shall prime and apply two coats of enamel paint to the metal door and all metal frames.

3.09.6.3 Shall install 5/8” moisture-resistant gypsum wallboard on all walls. The gypsum wall board shall be installed full-height in the hallway, and between the bathrooms and shower room to ensure privacy for the users.

3.09.6.4 Shall install a 24” x 24” ½” thick moisture-resistant gypsum suspended ceiling in the new bathrooms, shower-room, and hallway, to include all new grid-work and wall angle.

3.09.7 Painting: Paint as used herein means all coating systems materials, including primers, emulsions, enamels, stains, sealers and fillers, and other applied materials whether used as prime, intermediate or finish coats. Surfaces to be painted: Except where natural finish of material is specifically noted as a surface not to be painted, paint exposed surfaces. Where items or surfaces are not specifically mentioned, paint the same as similar adjacent materials or areas. If color or finish is not designated, Architect will select these from standard colors or finishes available. Paint application shall consist of one (1) coat primer and two (2) coats of paint, unless specified otherwise. All paint/primer shall cover the surface uniformly and be free of all runs, drips, and sags. Primers and under coatings shall be produced by the same manufacturer as the finish coating. All coatings are to be applied utilizing the manufacturer’s specifications. All paint/primer containers must be removed from the installation unless coordinated through government.

3.09.7.1 Contractor shall paint all interior wall as specified.

DIVISION 10 - SPECIALTIES

3.10.1 Exterior Signage. Contractor shall install one (1) building signage on the exterior wall of building in accordance with applicable building sign standard. Signs shall be installed plumb and true and in accordance with approved manufacturer's instructions.

3.10.2 Interior Signage Contractor shall install interior room signage as required. Signs shall be installed plumb and true and in accordance with approved manufacturer's instructions. Signs mounted to painted gypsum board surfaces shall be removable for painting maintenance.

3.10.3 Shall install new signage at each bathroom, shower-room, and hallway entrance.

3.10.4 Shall install a 24” long stainless-steel shelf with towel hooks in the shower-room.

3.10.5 There shall be a coat hook installed on the door of each toilet stall.

3.10.6 Install (5ea) liquid soap dispensers. Two in each bathroom and one in the shower-room.

3.10.7 Shall install a 18”wide by 24” high stainless-steel-framed mirror above each sink.

3.10.8 Contractor shall install a (Georgia Pacific Brand, Enmotion), motion-sensing roll-type paper towel dispenser in each bathroom and shower room.

3.10.9 Contractor shall install a double-roll toilet-paper dispenser in each toilet stall.

3.10.10 Contractor shall install Surface Mounted 36" Grab Bar in each non handicapped toilet.

3.10.11 Contractor shall install Bathroom accessories, grab bar, sst, straight, 48" long in each handicapped toilet.

3.10.12 Contractor shall install Bathroom accessories, 12 gallon, waste receptacle, sst, recessed in rach bathroom.

DIVISION 11 - EQUIPMENT

3.10.12 Contractor shall install an Electric Heater, 3000 watt built-in wall type w/blower in each bathroom.

DIVISION 12 – FURNISHINGS - NONE

DIVISION 13 - SPECIAL CONSTRUCTION

3.13.1 Pre-Engineered Metal Building

3.13.1.1 Contractor shall provide and erect a 16,000 S.F. metal building. as to Manufactures Specifications, eave height of building shall be 10 ft. or 24 ft. from the finished grade to maintain the ceiling height of the adjacent rooms.

3.13.1.2 Contractor shall include top and bottom tracks, bracing, fastenings, and other accessories necessary for complete installation. Framing members shall have the structural properties indicated. Where physical structural properties are not indicated, they shall be as necessary to withstand all imposed loads. Design framing in accordance with AISI S100. Non-load-bearing metal framing, furring, and ceiling suspension systems are specified in Section 09 SUPPORTS FOR PLASTER AND GYPSUM BOARD. Metal suspension systems for acoustical ceilings are specified in Section 09 ACOUSTICAL CEILINGS.

3.13.1.3 The building will be insulated with thick R-25 insulation for walls, and thick R-30 insulation of roof, PSF facing and constructed with all corrugated openings and joint seams sealed with, closure strips and mastic strips to include the roof ridge. All door frames shall be caulked (inside & outside) to seal around the rough opening and the wall.

3.13.1.4 Installation procedures shall be in accordance with the product manufacturer's recommendations

3.13.1.5 Products: Metal buildings shall be the design and product of a recognized metal building manufacturer who is regularly engaged in the fabrication of pre-engineered structures.

3.13.1.6 Design Requirements:

a. Metal buildings shall be designed for the dead load, designated live loads, and combinations of these loads as set forth in the UFC requirements.

b. Framing and Structural Members: Structural steel member shall be designed in accordance with AISC publication, Specification for Design, Fabrication, and Erection of Structural Steel for Buildings. Structural cold-formed steel framing members shall be designed in accordance with AISI publication, Specification for the Design of Cold-Formed Steel Structural Members. Framed openings shall be designed to structurally replace the covering and framing displaced. Welding of steel shall be in accordance with AWS DI.I.

c. Exterior Covering: Maximum wind load deflection for wall sheets shall not exceed 1/180 of the span between supports. Maximum live load deflection for roof sheets shall not exceed 1/180 of the span between supports. Maximum deflections shall be based on sheets continuous across two or more supports with sheets unfastened and fully free to defect.

d. Metal building shall be designed to support a sprinkler system.

3.13.1.7 Materials:

a. Hot-Rolled Structural Shapes: ASTM A 36 or A 529.

b. Tubing or Pipe: ASTM A 500, Grade B; ASTM A 501; or ASTM A 53.

c. Members Fabricated from Plate or Bar Stock: 42,000 psi minimum yield strength: ASTM A 529, A 570, or A 572.

d. Members Fabricated by Cold Forming: ASTM A 607, Grade 50. Galvanized Steel Sheet: ASTM A 446 with G 90 coating.

3.13.1.8 Framing:

a. Rigid Frames shall be hot-rolled structural steel; factory-welded and shop-painted built-up "I" shape or open web rigid frame consisting of tapered or parallel flange beams and tapered columns. Furnish complete with attachment plates, bearing plates, and splice members. Frames shall be factory-drilled for bolted assembly.

b. End Wall Columns shall be factory-welded, built-up "I" shape or cold-formed sections, fabricated of minimum 14-gauge material, and shop-painted.

c. Wind bracing shall be adjustable, threaded steel rods, 1/2" in diameter minimum; ASTM a 36 or A 572, Grade D.

d. Secondary Framing: Purlins, eave struts, end wall beams, and flange and sag bracing shall be minimum 16-gauge rolled formed sections and shop-painted. Base channel, sill angle, end wall structural members (except columns and beams}, and purlin spacers shall be minimum 14-gauge cold fanned steel, ga1vanized.

e. Bolts shall be ASTM A 307 or A 325 as necessary for design loads and connection details. Bolts shall be shop-painted, except zinc or cadmium-plated units shall be provided when in direct contact with panels.

3.13.1.9 Roofing and Siding:

a. Provide flashings, closers, fillers, metal expansion joints, ridge covers, fascia, and other sheet metal accessories, factory-formed of the same material and finish as roofing and siding.

b. Roof-Covering Assemblies shall have a wind uplift resistance rating of Class 90 in accordance with UL- 580 and sha11 be listed in the UL Fire Resistance Directory for wind uplift resistance classification.

c. Steel Covering shall be zinc-coated conforming to ASTM A 446, Grade C, with G 90 coating complying with ASTM A 525. Steel sheets and panels shall not be less than 26-gauge.

d. Aluminized Steel Sheets shall be aluminum-coated, ASTM A 463, Drawing Quality with TI-40 coating.

Metal thickness shall be not less than 26-gauge.

e. Aluminum Sheets shall be fabricated from aluminum alloy 3003 or 3004 Alclad with tempering as required to suit forming operations, ASTM B 209. Aluminum sheet thickness shall be not less than 0.032 inch.

f. Insulated Wall Panels shall be factory-assembled or field-assembled units, consisting of a central insulating core with metal interior and exterior face sheets securely fastened together with rivets, bolts, studs, "Snap-on", or other approved methods of fastening, including interlocking with basic wall units. Insulation: See section 7.0, Thermal and Moisture Protection.

g. For the purposes of this sample project, Offeror should assume it will require an independent Registered Roof Observer (RRO) as part of their QC requirements.

3.13.1.10 Shop Painting:

a. Clean surfaces to be primed of loose mill, scale, rust, dirt, oil, grease, and other matter precluding paint bond. Follow procedures oFSSPC-SP3 for power tool cleaning, SSPC-SP7 for brush-off blast cleaning, and SSPC- SPI for solvent cleaning.

b. Prime Structural Steel primary and secondary framing members with rust inhibitive primer having over 50 percent rust inhibitive pigment, such as red-lead mixed pigment alkyd varnish (Fed Spec. TT-P- 86, Type II) or zinc chromate iron-oxide alkyd (Fed. Spec. TT-P-664). Prime Galvanized Members, after phosphoric acid pre-treatment with zinc dust-zinc oxide primer (Fed. Spec. IT-P-Ml).

DIVISION 14 - CONVEYING SYSTEMS – NONE

DIVISION 21 - FIRE SUPPRESSION

3.21.1 For the purposes of this fictitious project, Offeror shall propose a building with no wet or dry sprinkler systems (even though buildings over 5,000-SF require sprinklers).

3.21.2 Contractor shall install carbon monoxide alarm system IAW UFC 3-600-01, Section 9-19. It requires a minimum of 2 carbon monoxide detectors, one at the burner, and another one away from the mechanical room.

Carbon monoxide local alarm shall be voiced based as indicated on drawing.

3.21.3 Fire Alarm & Detection

3.21.3.1 Contractor shall install a voice based addressable fire alarm panel with Monaco radio transceiver, with 8 points minimum, Monaco MAAP-X FA/radio panel, or approved equal as indicated on drawings. Transmitters shall be compatible with proprietary supervising station receiving equipment. Each radio alarm transmitter shall be powered by a combination of locally available 120-volt ac power and a sealed, lead-calcium battery.

3.21.3.2 Contractor shall install a 24VDC backup battery sized for 48 HRS of quiescent load, 15 minutes alarm message 20% safety factor.

3.21.3.3 Contractor shall surface wall mounted strobe/speaker combination unit in each room as indicated on drawings in accordance by code.

3.21.3.4 Contractor shall install ADA (Americans with Disabilities Act) compliant fire strobes and speakers. There shall be no blind spots for strobes. Speaker messages shall be intelligible. In general, this means speakers must be installed inside each normally occupied room with doors.

3.21.3.5 Contractor shall install manual alarm pull stations at each exit door.

3.21.3.6 Contractor shall install heat detectors in rooms as indicated on drawings.

3.21.3.7 Contractor shall install duct smoke detection as required. Duct-mounted photoelectric smoke detectors shall be furnished and installed as required and in accordance with NFPA 90A. Units shall consist of a smoke detector as required by code in a special housing fitted with duct sampling tubes. Duct smoke detector shall activate fire alarm and shut down respective blower. RTS (remote testing station) shall be installed at an accessible location, without using a ladder.

3.21.3.8 Provide fire flow IAW UFC 3-600-01, Appendix C, Procedure for Determining Fire Flow Demand for Unsprinklered facility.

3.21.4 Fire Extinguishers

3.21.4.1 Contractor shall provide, and mount fire extinguishers as required by NFPA 10, and UFC 3-600-01.

3,21.4.2 Contractor shall install three (3) 10lb. A/B/C type fire extinguishers in semi-recessed cabinet. Mount cabinets so that fire extinguisher handle is 42” AFF (not height of cabinet handle). Provide extinguishers which are fully charged and ready for operation upon installation. Provide extinguishers complete with Manufacturer's Warranty with Inspection Tag attached.

DIVISION 22 - PLUMBING

3.22.1.4 Shall install a total of: (5ea) floor-mounted comfort-height toilets with new manual flush-valves. There shall be 3 installed in the women’s bathroom and 2 in the men’s bathroom.

3.22.1.5 Shall install a total of: (2ea) new wall-mounted urinals with new manual flush-valves.

3.22.1.6 Shall install a total of: (4ea) solid-surface integrated sinks. There shall be (2) installed in the women’s bathroom, (2) installed in the men’s bathroom.

3.22.1.7 Shall install all sinks with Schedule “40” P-traps, commercial-grade, single-handle faucets, copper supply lines and new isolation valves.

3.22.1.8 Shall install a 30 gallon electric water heater in the back area of the shower-room. There shall be individual isolation valves installed.

3.22.1.9 Install a corner-type, floor-mounted concrete janitor’s sink with a wall-mounted faucet in the back of the shower-room.

3.22.1.10 Shall install a hose spigot inside the shower room, adjacent to the janitor’s sink.

3.22.1.11 Shall install a vacuum-breaker on the janitor’s sink faucet, and the hose spigot.

3.22.1.12 Contractor shall install a wall mounted drinking fountain w/ bottle-filling station.in the hallway. The drinking fountain shall be equipped with individual isolation valves.

3.22.1.13 Contractor shall install a floor drain in each bathroom and shower-room.

3.22.1.14 Contractor shall install a trap seal on the floor drain in each bathroom.

3.22.1.15 There shall be a ceiling-mounted 150 CFM exhaust fan installed in the shower-room. The exhaust discharge shall be tied into the duct of one of the bathroom exhaust fans.

3.22.1.16. Shall install (2ea) ceiling-mounted 500-cfm exhaust fans.