F15PS00594 _Solicitation.pdf

United States Department of the Interior

FISH AND WILDLIFE SERVICE

/ u.s.

FISH & WILDLIFE

SERVICE

300 Westgate Center Drive Hadley, MA 01035

NOTICE TO OFFERORS

Solicitation Number: F 1 5PS00594

Description: Construct Boat Storage Garage

Location: Maine Coastal Islands NWR, Water Street, Rockland, ME

Instructions to Offeror:

Before submitting an offer, read the entire solicitation package carefully. Return the following items with your response:

• SF1442

• Bid Schedule Pricing

• Bid Bond

• Past Performance Information

Successful awardee will need to be active in the System for Award Management database (www.sam.gov ) and complete Online Representations and Certifications (ORCA) at www.sam.gov.

Site Visit: 5/27/2015 @ 10:00 AM

Proposal Due Date: 6/24/2015 @ 5:00 PM

Basis for Award: Past Performance is more important than Price (see Solicitation Evaluation Factors)

Bonding Requirements: 20% Bid Bond, 100% Payment Bond, Performance Bond, and Certificate of Insurance

Project Magnitude: Between $25,000.00 and $150,000.00

Send Quote to:

US Fish and Wildlife Service Attn: Ryan Boisvert 300 Westgate Center Drive Hadley, MA 01035

Email Response is Acceptable to ryan boisvert@fws.gov

For Further Information:

Technical Contact: Kevin Ortyl; (413) 253-8626; kevin ortyl@fws.gov Contracting Contact: Ryan Boisvert; (413) 253-8531; ryan boisvert@fws.gov

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO

Fl5PS00594

2. TYPE OF SOLICITATION

SEALED BID (IFB)

x NEGOTIATED (RFP)

3. DATE ISSUED

05/20/2015

PAGE OF

PAGES

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

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

0040198747

7. ISSUED BY CODE FC5 8. ADDRESS OFFER TO

FWS, DIVISION OF CONTRACTING AND GE

300 WESTGATE CENTER DRIVE

HADLEY MA 01035-9589

Ryan Boisvert U.S. Fish & Wildlife Service 300 Westgate Center Drive Hadley, MA 01035

FOR

INFORMATION'

CALL:

a. NAME

Ryan Boisvert

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

413-253-8531

SOLICITATION

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

10 THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

Construct a 3-bay boat and equipment storage building at Maine Coastal Islands

National Wildlife Refuge.

Contractor to furnish all labor, materials, equipment, and supplies to perform work in accordance with the attached Statement of Work.

11. The Contractor shall begin performance 0 calendar days and complete it within 365 calendar days after receiving award, x notice to proceed. The performance period is mandatory x negotiable. (See

12a. 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 12b. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and 1 copies to perform the work required are due at the place specified in Item 8 by 1700 (hour) local time

06/24/2015 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

b. An offer guarantee x is, is not required.

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

d. Offers providing less than 30 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected

NSN 7540-01-155-3212

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA FAR(48 CFR) 53.236-1(d)

AMENDMENT NO.

DATE.

20a NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 205 SIGNATURE 20c OFFER DATE

30b. SIGNATURE 31c DATE 31b UNITED STATES OF AMERICA 30c. DATE

28. NEGOTIATED AGREEMENT

1 (Contractor is required to sign this document and return copies to issuing office.)

Contractor agrees to furnish and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, 29 AWARD

(Contractor is not required to sign this document)

Your offer on this solicitation is hereby accepted as to the items listed This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award.

No further contractual document is necessary.

30a NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 315. NAME OF CONTRACTING OFFICER (Type or print)

Shannon Blackburn

BY

PAGE

OFFER (Must be fully completed by offeror)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code)

15. TELEPHONE NO (Include area code)

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

CODE FACILITY CODE

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within calendar days alter the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

Continued...

22 AMOUNT

23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

ITEM

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

(4 copies unless otherwise specified) 10 U.S.C. 2304(c) ( ) 41 U.S.C. 253(c) ( )

26 ADMINISTERED BY CODE I F05

27. PAYMENT WILL BE MADE BY

DIVISION OF CONTRACT & GS

300 WESTGATE CENTER DRIVE

Hadley MA 01035-9589

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

STANDARD FORM 1442 (REV 4-85) BACK

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED

Fl5PS00594

PAGE OF

NAME OF OFFEROR OR CONTRACTOR

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

Suggested COR: MGREENIN Delivery: 06/30/2016 Delivery Location Code: 0008802131 Maine Coastal Islands 9 Water Street Rockland ME 04841 US

FOB: Destination Period of Performance: 07/15/2015 to 06/30/2016

00010 Construct boat storage garage Maine Coastal Island

List of Attachments:

1. Statement of Work; 8 pages

2. Drawings; 3 pages

3. Wage Determination; 6 pages

4. Bid Schedule and Past Performance; 2 pages

NSN 7540-01-152-8067

OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR 148 CFR1 53110

Section L - Instructions, Conditions and Notices to Bidders

52.214-5 -- Submission of Bids.

52.233-2 -- Service of Protest.

(a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government Accountability Office (GAO), shall be served on the

Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

Ryan Boisvert

Contracting and General Services

US Fish and Wildlife Service

300 Westgate Center Dr.

Hadley, MA 01035

52.236-28 -- Preparation of Proposal-Construction

52.204-7 -- Central Contractor Registration.

52.204-8 -- Annual Representations and Certifications.

(a)(1) The North American Industry classification System (NAICS) code for this acquisition is 238990 — All other Specialty

Trade Contractors.

52.214-4 -- False Statements in Bids.

52.252-1 -- Solicitation Provisions Incorporated by Reference.

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available.

52.214-7 Late Submissions, Modifications, and Withdrawals of Bids.

52.216-1 -- Type of Contract

The Government contemplates award of a Fixed Price contract resulting from this solicitation.(End of Provision)

52.216-6 -- Price Redetermination-Retroactive.

52.222-6 -- Davis-Bacon Act.

52.236-27 -- Site Visit (Construction).

52.214-18 -- Preparation of Bids-- Construction.

Evaluation Factors for Award

The Government will award a contract resulting from this solicitation to the responsible offeror whose offer conforming to the solicitation will be most advantageous to the Government. The following factors shall be used to evaluate offers:

1. Past Performance

Past Performance will be evaluated as a measure of the Government's confidence in the offeror's ability to successfully perform based on previous and current contract efforts. Past Performance is significantly more important than price. The main purpose of the past performance evaluation is to appropriately consider each offeror's demonstrated record of contract compliance. Current performance will have greater impact in the performance confidence assessment than less recent performance. Offerors are advised that in conducting this assessment the Government reserves the right to use both data provided by the offeror and data obtained from other sources. The attached form should be used to provide past performance data

2. Price

Past performance is more important than price

A written notice of award or acceptance of an offer shall result in a binding contract without further action by either party. Before the offer's specified expiration time, the Government may accept an offer (or part of an offer), whether or not there are negotiations after its receipt, unless a written notice of withdrawal is received before award.

Statement of Work Maine Coastal Islands NWR

Construct 3-Bay Boat/Equipment Storage Building

PART 1 - GENERAL

1.01 DESCRIPTION OF WORK

A. This Statement of Work consists of constructing an insulated 3-bay boat/equipment storage structure, in either wood or steel. Submission of proposals shall include both wood and/or steel construction. Total structure size will be 46' x 50". (2) bays will be 14' x 33' and (1) bay will be 20' x 44.66' (interior dimensions). There will also be a 28' x 11' storage/mechanical room in the rear of this structure. Overall eave height will be 16'.

The structure will have water, infra-red heating, and sit on a slab on grade concrete with a perimeter footing and concrete apron in front of all doors. Gravel access road to boat storage building will also be provided. See drawings for layout.

1.02 QUALITY ASSURANCE

A. The proposed framed building shall be either pre-engineered or stick-built in either wood or steel. All components necessary for installation of a complete weatherproof/insulated structure shall be provided by the manufacturer.

B. Comply with American Society for Testing & Materials (ASTM) and Building Officials and International Building Code (IBC) standards, American Institute of Concrete (ACI) codes.

1.03 SUBMITTALS

A. Prior to construction of the building, the Contractor shall submit and receive approval of all submittals, and shop drawings which fully describe all components of the proposed building and accessories, including a sample of the proposed panel material, performance data, specifications, and erection and installation details.

B. The Contractor shall also submit a certification which certifies that the building structure is designed for a ground snow load of 60 pounds per square foot and a peak wind speed of 90 miles per hour. The building shall comply with all the load provisions and load combinations of the latest edition of International Building Code (IBC).

C. PE and Architectural Stamps: Structural and Foundation Plans. Wood or steel structure plans will be stamped by a Licensed Professional Engineer from Maine.

D. Soil Testing and Geotechnical Services: Soil testing and associated geotechnical services are the contractor's responsibility. The foundation systems and structural designs incorporated for the project shall be based on the Geo-Tech findings as determined and supplied by the contractor.

PART 2 - MATERIALS

2.01 SUPERSTRUCTURE FRAMING MEMBERS

A. The proposed structural framing member system, foundation system layout and exterior wall system shall be designed to resist a ground snow load of 60 psf and a peak wind speed (gust) of 90 miles per hour.

B. The superstructure for the building shall be designed with a gable end profile. All framing members, columns, and associated lateral bracing, rafters, or engineered trusses shall be fabricated from wood or steel. Exterior wall sheathing shall be corrugated metal. Color and profile of siding and roof to be chosen by the Contracting Officer Representative (COR).

C. The superstructure for the 3-bay shall be supported by a framing system designed for a clear design span of no greater than 28'.

D. Foundation system for the framing members shall be designed for a subgrade bearing capacity of 2000 psi.

E. Alternate superstructure framing and anchorage details may be proposed and submitted for Engineering review and approval provided that certification is provided by the building manufacturer that they will meet all the load requirements, and any alternate column spacing will not transmit column loads in excess of 2000 psi to the subgrade.

F. Roof shall be 24 gauge standing seam metal or greater. Color to chosen by FWS and aesthetically fit in with surroundings. Slope of roof is to be no less than 4/12 pitch. Provide 1' overhang on eave ends and minimum 2' overhangs on gable ends. Minimum 5"gutters, downspouts with splash blocks to be provided.

2.02 EXTERIOR PANEL MATERIALS

A. Metal panel units shall be manufactured as long as possible and practical so as to minimize end laps. 24 gauge insulated wall panels. Panel units shall be furnished with flashing, trim, and accessories, compatible with the panels, as recommended by the manufacturer to provide a weather tight enclosure.

B. The building framing shall be furnished and constructed with all the required gifts, purlins and intermediate framing members such that the performance criteria indicated above are adhered to.

C. Fasteners and washers to install the panel units shall be installed and spaced as recommended by the panel manufacturer.

2.03 DIMENSIONS

A. The proposed enclosure shall be 46' deep by 50' wide. The eave height shall be 16'.

2.04 INSULATED PERSONNEL PASSAGE DOORS

A. Provide (2) exterior and (3) interior 3'-0" wide by 6'- 8" high personnel doors as described below:

B. Metal Doors and Frames shall be as follows:

1. Steel: Commercial quality, cold rolled, roller leveled, free of scale, pitting, or other surface defects. Metal thickness for door frames, 18 gage; panels and stiles, 20 gauge; panel thickness - minimum 1 3/8" thick; stiffeners, 24 gauge; anchors, 18 gauge.

2. Exterior doors and frames shall be zinc coated.

3. Fabrication of Metal Doors: CS 242. UL label shall be acceptable evidence of compliance.

a. Flush Type: Face and edge surfaces shall be smooth without visible seams or joints. Stiffen face sheets by welding U-shaped transverse sections at 17 inch centers, alternating at front and rear with a horizontal or vertical stiffener occurring every 8- 1/2 inches.

4. Fabrication of Frames: CS 242. UL label shall be acceptable as evidence of compliance.

a. Welded Frames: Secure headers and jambs of welded frames at corners either by internal welding of faces or by welded splice plates. Secure joints at jambs and headers at the webs by welding or by mechanical interlock. Faces of frames a junction of head and jamb shall present neat line joints.

b. Anchors: Provide three anchors per jamb. Provide all frames with a bottom anchor for fastening at the base to the concrete.

5. Finish: Clean and dip or spray metal surfaces with a shop coat of rust inhibitive primer. Exposed joints and seams shall be sanded or ground smooth and, where necessary, be given a coat of filler before paint is applied. Chemically treat doors and frames, including surfaces that are galvanized, to provide paint adhesion.

6. All doors shall be weather stripped.

7. Provide an aluminum threshold for each door. Anchor to floor per manufacturer's recommended installation procedures.

8. Hardware

a. Provided all accessories required for proper functioning. No substitutions will be permitted without prior approval. Sizes, locations, dimensions, types, and other pertinent information. Finish, US 28, Anodized Aluminum by Sargent or approval equal.

b. Hinges: One-and one-half pair (1-1/2) for each door, full mortise 4-1/2-inch x 4-1/2-inch template hinge, with 2 ball bearings.

c. Fastenings: or reinforced hollow metal work, machine screws. For exposed surfaces, match finish of adjacent metal parts of hardware.

d. Locksets: Government Series 161 A, keyed alike to other refuge locks, furnish six keys.

e. Strikes: On frames, box type strike plates.

9. Personnel Passage Door Installation:

a. Prior to installation verify that work of other trades is sufficiently complete.

b. Install doors, frames and finish hardware in strict accordance with manufacturer's recommendations and approved shop drawings. Eliminate all hinge-bound conditions and make all items smoothly operating and firmly anchored into position.

2.05 WINDOWS

A. Windows shall be aluminum fixed windows, with thermal insulaglass. Size of windows shall be approximately 4' wide by 4' high.

2.06 VENTILATION AND ACCESSORIES

A. Each gable end of the structure shall be provided with screened rectangular aluminum wall louvers for ventilation. Louvers shall be properly sized for the building and shall be all aluminum construction, mill finish, minimum 12 gauge, 4" deep with 45 degree storm blades, complete with aluminum insect screen. Also provide continuous ridge vent.

2.07 CONCRETE

All concrete shall have a minimum compressive strength of 3000 psi at 28 days per American Concrete Institute guidelines. Concrete testing is included in this proposal.

Concrete slab on grade shall be 46' x 50' inclusive of perimeter foundation, spread footings, or frost wall as required by code. Footings and foundations will be constructed using forms. Direct trench pours will not be accepted.

The slab on grade shall be a minimum of 6" thick, with one layer of 6x6 10/10 wire mesh over a six mil polyethylene vapor barrier. Perimeter concrete shall be at an elevation per industry standard. This is below the wall super structure, but above finish floor grade.

Slab shall be smooth finish and sealed with (2) coats on concrete sealer. Install crack control joints as required per ACI standards.

Concrete Apron: Contractor to provide continuous concrete 5' apron in front of all overhead doors and around each side to include personnel doors. See drawing for location.

2.08 BOLLARDS

Provide six (6) 6" bollards. Located on each side of all personnel and vehicles doors.

Bollards will be cast in place steel, filled with concrete and then sleeved with high-impact plastic.

2.09 ELECTRICAL

A. Electrical: Furnish and install a complete and operating electrical system with the following:

1. Single phase power panel with main breaker. 100 amp panel is required.

2. Ten (10) ceiling mounted metal pendant warehouse lights to meet foot candle requirements. See drawing for locations.

3. Nineteen (19) Quadplex outlets spaced equal distant in all bays. See drawing for locations.

4. Two (2) fluorescent lights to be provided in both storage room and mechanical room.

See drawing for locations.

5. All electrical work shall be installed in accordance with National Electric Codes.

B. Contractor shall make connection between overhead power pole and electrical service within building.

2.11. MECHANICAL

A. Mechanical: Furnish and install a complete and operating mechanical system with the following:

1. Provide ceiling mounted liquid propane (LP) infra-red inline heaters in both the double bay and long single bay boat storage areas. Provide 500 gallon LP tank. To be located outside rear of structure on concrete pad per National Fire Protection Act (NFPA) code. Contractor to make all gas connections. BTU size accordingly to properly heat 2280 square foot structure.

2.12 PLUMBING

A. Plumbing: Furnish and install a complete and operating plumbing system with the following:

1. Contractor to install domestic potable 4 inch diameter water well producing 10 gallons per minute. The approximate depth for the drilled well is 200'. Locate the well per code requirements. Installed the required submersible pump and all associated water lines.

2. Contractor to provide frost free water hose bib, installed at a location determined by the Government. See drawings.

3. Install associated pressure tank, shutoff valves, and piping.

4. All plumbing work to meet plumbing codes.

2.13 INSULATION

A. All exterior walls shall have an R Value of R-20. Roof structure shall have an R Value of R-49.

B. Furnish and install all insulation per manufacturer's recommended installation procedures.

2.14 INTERIOR WALLS AND FINISHNG

A. The work of this section includes furnishing and installing gypsum drywall to the interior walls.

B. Gypsum drywall shall be 5/8 inch thick water resistant board conforming to ASTM C630. Drywall shall be fastened with screws.

C. Apply joint tape treatment at gypsum board joints (both directions), flanges of trim accessories, penetrations, fastener heads, surface defects and elsewhere as required to prepare work for painting.

D. Paint the drywall, using the paint manufacturer's recommended painting requirements.

Interior walls shall be painted as follows:

1 coat tinted latex primer conforming to Fed. Spec. TT-P-650 1 coat washable semi-gloss latex paint conforming to Fed. Spec. TT-P-29 Color: to be selected by the Government (up to three colors)

2.15 INSULATED METAL ROLL-UP DOORS

A. The structure shall be designed with a total of three (3) metal roll-up doors. Two (2) of the roll-up doors will be 14' high by 12' wide. One (1) of the roll-up doors will be 14' high by 14' wide. Roll-up type doors shall be manufactured from 26 gauge galvanized coated steel conforming to ASTM A-366. Door guides shall be roll formed 16 gauge galvanized steel.

B. All door operating gear mechanisms shall be cast iron with teeth cast from machine cut patterns. All other metal roll-up door components shall be as recommended by the door manufacturer.

D. Install the metal roll-up door per the manufacturer's recommended installation procedures in the locations indicated on the design drawings.

2.15 SITE WORK — GRAVEL ACCESS ROAD AND TURN AROUND AREA

A. Provide 15' wide gravel access road leading to gravel turn around area located in front of concrete apron. Clear and grub as needed and slope away from building. Install geotextile fabric, and a minimum 6" thick gravel layer. Geotextile fabric shall have a grab tensile strength of 200 lbs, minimum, a mullen burst strength of 400 psi, minimum, a puncture strength of 90 lbs, minimum, and a trapezoidal tear strength of 75 lbs, minimum.

2.16 CONTRACTOR SAFETY

1. Safety Regulations. The contractor is responsible for ensuring that all on-site activities, equipment, and facilities constructed by the contractor, subcontractor, or supplier conform fully to the standards of the Department of Labor, Occupational Safety and Health Administration (OSHA) 29 CFR 1926 and 1910.

2 . Accident Reporting. The contractor is responsible for reporting all accidents and injuries to the Contracting Officer (CO) or Contracting Officers Representative (COR).

PART 3 — EXECUTION

A. Construction of the wood or steel framed building structure shall be performed in strict accordance with the manufacturer's recommendations. Do not proceed with the installation until the required submittals and shop drawings have been approved by the Government.

B. A manufacturer's representative shall be present at the site to provide technical assistance and to oversee the installation to insure that it conforms to the manufacturer's recommendations.

C. Finished site grading: Contractor shall grade site so that positive drainage away from all buildings occur. Contractor shall seed disturbed area with grass mix as per FWS recommended seed mix.

E. Project cleanup: Prior to final acceptance, the contractor shall remove all waste materials and debris from site and shall present all areas in a broom clean condition. Construction debris shall be removed on a daily basis.

E. The Contractor shall submit all proposals and drawings, specifications and construction cost estimates to the following addresses:

1. U.S. Fish and Wildlife Service 300 Westgate Center Drive Hadley, Massachusetts 01035

Contracting Officer (2 copies of all documents)

(413) 253-8748

(413) 253-8450 fax

Kevin Ortyl, Project Manager (1 copy of all documents)

(413) 253-8297,

(413) 253-8468 fax Kevin_Ortyl@fws.gov

2. Maine Coastal Islands National Wildlife Refuge P.O. Box 1735 Rockland, Maine 04841

Brian Benedict, Deputy Refuge Manager (2 copies of all documents)

(207) 594-0600 Brian_Benedict@fws.gov

END

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General Decision Number: ME150026 01/30/2015 ME26

Superseded General Decision Number: ME20140026

State: Maine

Construction Type: Building

County: Knox County in Maine.

BUILDING CONSTRUCTION PROJECTS (does not include single family homes or apartments up to and including 4 stories).

Note: Executive Order (EO) 13658 establishes an hourly minimum wage of $10.10 for 2015 that applies to all contracts subject to the Davis-Bacon Act for which the solicitation is issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.10 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract. The EO minimum wage rate will be adjusted annually. Additional information on contractor requirements and worker protections under the E0 is available at www.dol.gov/whd/govcontracts.

CARP0118-014 10/01/2010

Rates Fringes

MILLWRIGHT (Industrial Work Only) $ 23.32 16.80

CAR21996-005 10/01/2014

Rates Fringes

CARPENTER (Industrial Work Only) $ 20.85 17.87

* ELEC1253-009 12/01/2014

Rates Fringes

ELECTRICIAN

(Industrial Work Only) $ 28.50 14.66

ELEV0004-004 01/01/2015

Rates Fringes

ELEVATOR MECHANIC $ 53.30 28.385

file:///C:/Users/RYAN B-1 .GOV/AppData/L ocal/Temp/6/L ow/1 SWL2EFC.htm 5/20/2015

a. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Veterans' Day, Thanksgiving Day, Christmas Day and the Friday after Thanksgiving.

b. VACATION: Employer contributes 8% of basic hourly rate for 5 years or more of service; 6% of basic hourly rate for 6 months to 5 years of service as vacation pay credit.

ENGI0004-022 12/01/2014

Rates Fringes

POWER EQUIPMENT OPERATOR:

(Industrial Work Only)

Forklift and Crane $ 31.94 24.90

IRON0007-021 03/16/2014

Rates Fringes

IRONWORKER

Reinforcing (Industrial Work Only) $ 22.65

20.17 Structural $ 22.65

20.17

LAB00327-006 06/01/2013

Rates Fringes

LABORER: Common or General (Industrial Work Only) $ 17.05 14.97

PAIN0035-005 07/01/2010

Rates Fringes

PAINTER (Brush and Roller) $ 33.01 21.90

PLUM0716-003 08/01/2014

Rates Fringes

PIPEFITTER (Including Industrial Work and Excluding HVAC Pipe Installation) $ 25.50 14.96

SHEE0017-012 07/01/2012

Rates Fringes

SHEET METAL WORKER (Excluding HVAC Duct Work and Metal Siding/Wall Panels for Metal Buildings) $ 23.51 19.57

SUME2011-021 03/23/2011

file :///C:/Users/RYAN B— 1 .GOV/AppData/Local/Temp/6/Low/lSWL2EFC.htm 5/20/2015

Rates Fringes

BRICKLAYER $ 23.50 3.71

CARPENTER, Includes Drywall Finishing/Taping, Drywall Hanging, and Form Work (Excludes Industrial Work) $ 19.20 2.54

CEMENT MASON/CONCRETE FINISHER...$ 16.13 3.82

ELECTRICIAN, Includes Low Voltage Wiring and Installation of Alarms, Computer Systems, HVAC/Temperature Controls and Phone Systems $ 22.97 9.08

INSULATOR: Batt and Foam $ 13.20 1.58

IRONWORKER, REINFORCING,

Excludes Work on Industrial Sites $ 16.37 9.62

LABORER: Fence Erection $ 12.00 0.92

LABORER: Landscape $ 17.00 0.65

LABORER: Mason Tender - Brick $ 15.57 2.06

LABORER: Mortar Mixer $ 16.93 4.61

LABORER: Common or General, Including cement mason tending and formstripping, excluding industrial work $ 13.63 3.17

MILLWRIGHT, Excludes Industrial Work $ 25.62 9.11

OPERATOR: Backhoe $ 14.62 3.23

OPERATOR: Bulldozer $ 27.95 18.56

OPERATOR: Excavator $ 16.77 2.65

OPERATOR: Loader $ 27.95 18.56

OPERATOR: Roller $ 12.65 0.00

OPERATOR: Crane, Excluding Industrial Work $ 22.22 9.36

PIPEFITTER (HVAC Pipe Installation Only) $ 20.72 4.44

PLUMBER, Includes HVAC Unit Installation $ 22.89 3.48

ROOFER, Includes Installation file :///C "Users/RYAN B-1 .GOV/AppData/Local/Temp/6/Low/1SWL2EFC .htm 5/20/2015 of Metal Roofs $ 16.10 3.26

SHEET METAL WORKER (HVAC Duct Installation Only) $ 17.80 5.08

SHEET METAL WORKER (Metal Buildings -Installation of Siding/Wall Panels) $ 12.95 2.02

TRUCK DRIVER: Dump Truck $ 11.60 2.31

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and file :///C:/Users/RYAN B-1.GOV/AppData/Local/Temp/6/Low/lSWL2EFC.htm 5/20/2015 the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

• an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

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Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

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Bid Schedule

Each Bid item shall include all cost for materials, labor, expenses, fees, and taxes plus permitting costs, overhead and profit associated with each bid item to construct the following areas of work in accordance with the contact documents. The unit costs shall include the costs for all construction disciplines (civil, structural, mechanical, electrical, control work, etc) associated with the work area. Additive Bid Items will be awarded as available funds allow.

Bid Item No. Description

BASE BID ITEM

01 3-Bay Boat Storage Building - STEEL Constructed with a steel framed structure:

Construct per plans and Statement of Work a 2280 SF, slab on grade insulated storage facility.

Total BASE Price 1 Job $

ALTERNATE BID ITEM

02 3-Bay Boat Storage Building- WOOD :

Constructed with a wood framed structure:

Construct per plans and Statement of Work a 2280 SF, slab on grade insulated storage facility.

If this alternate item is selected Base Bid Item 001 will not be awarded.

Total BASE Price 1

ADDITIVE BID ITEMS

Job

AO I Construct Concrete Apron and Bollards per plans and Statement of Work. 1 Job $

A02 Install 500ga LP Tank on concrete pad and infrared heating system per plans and Statement of Work. 1 Job $

A03 Install water well per plans and Statement of Work. 1 Job $

Total BID Price

- END OF BID SCHEDULE -

BIDDING SCHEDULE B-1

Past and Current Contractor Information

OFFEROR'S NAME:

CUSTOMER NAME:

CONTACT NO.:

BRIEF DESCRIPTION:

CONTACT INFO:

NAME:

VOICE MAIL #:

E-MAIL ADDRESS:

CUSTOMER ADDRESS:

CONTRACT VALUE:

COMPLETION DATE or % COMPLETE IF ON-GOING

BRIEF DESCRIPTION:

CONTACT INFO:

NAME:

VOICE MAIL #:

E-MAIL ADDRESS:

CONTRACT VALUE:

COMPLETION DATE or % COMPLETE IF ON-GOING

BRIEF DESCRIPTION:

CONTACT INFO:

NAME:

VOICE MAIL #:

E-MAIL ADDRESS:

CONTRACT VALUE: COMPLETION DATE or % COMPLETE IF ON-GOING