15-R-0003_Amendment_4.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to:

1) Issue Phase II of the solicitation. Please see Phase II instructions in the original solicitation.

2) The follow ing five (5) offerors are invited to particiapte in Phase II (in no particular order): DOT Construction; Eagle Eye Electric, LLC;

McFarland Atlantic Construction/Atlantic Marine Construction Joint Venture; Trend Construction, Inc.; and Turner Strategic Technologies, LLC. **These are the ONLY offerors w hose proposals for Phase II w ill be accepted.

3) Add Phase II Seed Project Plans and Sepcifications. See summary of changes.

4) Extend the proposal due date.

All other terms and conditions remain unchanged.

1. CONTRACT ID CODE PAGE OF PAGES

J 1 2

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 23-Apr-2015

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W912PM-15-R-0003

X 9B. DATED (SEE ITEM 11)

30-Jan-2015

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

23-Apr-2015

CODE

U S ARMY CORPS OF ENGINEERS

WILMINGTON DISTRICT

ATTN: CONTRACTING DIVISION

69 DARLINGTON AVE

WILMINGTON NC 28403-1343

W912PM 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W912PM-15-R-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SECTION 00 00 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

SUMMARY OF CHANGES

SECTION 00 10 00 - SOLICITATION, CONTRACT LINE ITEM NUMBER (CLIN) SCHEDULE

The required response date/time has changed from 13-Mar-2015 04:00 PM to 26-May-2015 04:00 PM.

W912PM-15-R-0003

Amendment 0004

Technical Summary of Changes

SCOPE OF WORK

ADD Scope of Work in its entirety.

ATTACHMENTS

ADD in their entirety:

1 – WAGE DETERMINATION

2 – UTILITY LOCATIONS Y

3 – LAY DOWN AREA

4 – GENERAL LOCATION OF WINDOWS AND DOORS

5 – PRICING EXAMPLE

NOTE:

Text that is added or revised by this amendment is identified with and/or printed in bold AND identified with ***Amendment 0004***(beginning and ending of revision/addition).

The text changes may have necessitated reformatting of subsequent text or pages. If this is the case, those pages have also been issued as amended pages but are not underlined or bold text.

-- End of Summary of Changes- -

Encls As Stated

SCOPE OF WORK

17 APRIL 2015

1. TASK ORDER FOR DESIGN AND CONSTRUCTION OF DEMOLITION AND REPLACEMENT OF

BUILDING 20, MILITARY OCEAN TERMINAL SUNNY POINT, NORTH CAROLINA.

2. DESCRIPTION OF WORK: Furnish all labor, material, equipment, incidentals, supervision and transportation for work necessary to design and construct the Demolition and Replacement of Building 20. All work shall be performed in accordance with the contract specifications, manufacturer’s recommendations, and applicable building codes. Reference Specification Section 01 00 02, paragraphs 1.4 and 1.5, work performed under this task order shall comply with the latest edition of the publications dated at the time of the task order award. When a required publication is not referenced in the list found in paragraph 1.5, the contractor shall utilize one that has national applications. Where conflicts arise between publications, the most stringent requirements shall apply. Contractor will be responsible for gathering necessary information not provided in this package to provide full design (100%) and corrected final plans for review.

FUNDING:

A. Project is currently:

Funded Subject to availability of funds

B. Funding Type:

MILCON

Sustainment Restoration Modernization

3. PERFORMANCE PERIOD:

Duration is 270 calendar days after receipt of Notice to Proceed (NTP). Offeror’s proposal shall be valid through 30 Sept 2015.

4. WAGE DETERMINATION: General Decision Number NC150022 dated 01/02/2015, Pages 1 through 5 (see Attachment 1).

5. LIQUIDATED DAMAGES: The contractor shall be assessed liquidated damages in the amount of $405.50 per calendar day for failure to complete the prescribed work within the performance period stated in paragraph 3.

6. NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL

EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION IN ACCORDANCE WITH FAR

CLAUSE 52.222-23:

Goals for Participation for Each Trade Percentages

Females 6.9%

Minority 20.7%

7. MONTHLY ANTICIPATED ADVERSE WEATHER DELAY:

Workdays Based on 5-Day Work Week

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec

7 7 7 5 6 6 8 8 7 5 5 6

8. INTERFACE WITH GOVERNMENT PERSONNEL: Access to and from the site shall be coordinated through the Coastal Resident Office with Ms. Shannon L. Geoly at shannon.l.geoly@usace.army.mil / (910) 251-4464 or Mr. Keith A. Ranker at keith.a.ranker@usace.army.mil / (910) 457-8529.

9. DESIGNATED BILLING/INVOICE OFFICE:

U. S. Army Corps of Engineers U. S. Army Corps of Engineers Coastal Resident Office Finance Center

CESAW-ECP-CA

69 Darlington Ave

CEFC-AO-P

5722 Integrity Drive

Wilmington, NC 28403 Millington, TN 38054-5005

10. PRE-BID CONFERENCE/PRE-REMEDIATION ACTION CONFERENCE:

Yes Date: TBD Time: TBD Location: MOTSU Project Site

POC: Shannon Geoly Telephone: 910-251-4464

No

11. CONTRACTOR REQUIREMENTS:

A. MOTSU Utility Standard: Reference Specification 01 00 02

B. Work Restrictions - MOTSU: Reference Specification 01 14 00

C. CQC System Requirements: Reference Specification 01 45 00.00 10

CQC System Manager CQC Design Quality Manager CQC Personnel

Civil Mechanical Electrical Structural Architectural Environmental Submittal Clerk Concrete, Pavements & Soils TAB Personnel (TAB) – Testing, Adjusting and Balancing Personnel Design Quality Control Manager

D. Quality Control System (QCS) Required: Reference Specification 01 45 00.10 10

G. Digital Site Records:

Video Tape and Photos Prohibited Use of Cameras Require Prior Approval Digital Pictures

H. Submittals are required on the following materials: (Specification 01 33 00) All Materials Otherwise, list the submittals required.

I. After task order award:

Site Safety and Health Plan (Specification 01 35 26) Quality Control Program (Specification 01 45 00.00 10) Work Plan – Design Build (Specification 01 00 04). The design requirements are:

1. Complex Submittal – Contractor will submit Full Design (60%, 90%, 100%, and Corrected Final submittals); specifications, rendering, erosion control plan and permits.

2. Medium Submittal - Contractor will submit Full Design (90%, 100%, and Corrected Final submittals); abridge set of specifications with project data, erosion control plan and permits.

3. Light Submittal for Demolition and Replacement of Building 20 Contractor will submit Full Design (100% and Corrected Final submittals); specifications on the drawings, erosion control plan and permits.

4. Distribution of Submittals:

Number Item

5 ½ Size Drawings 2 Full Size Drawings 0 Specifications 5 CDs

Construction Schedule

Bar Chart

CPM

Weekly Progress Meetings (Specification 01 00 04) Telephone Conversation/Correspondence Records Site/Project Specific Remediation Report As-Built/In Progress Drawings (Specification 01 00 04)

J. After construction completion, prior to final payment:

System/Equipment Testing Operation and Maintenance Manuals/Training Videos (Specification 01 00 04) Training Equipment and Construction Warranties List of Standard Equipment and Service Organizations As-Built/Final Drawings

12. GOVERNMENT FURNISHED ITEMS/WORK: N/A

13. APPLICABLE SPECIFICATIONS:

01 00 02 – Statement of Work/Description/Specifications 01 00 04 – Delivery Order Procedures 01 14 00 – Work Restrictions - MOTSU 01 33 00 – Submittal Procedures 01 35 26 – Governmental Safety Requirements 01 42 00 – Sources For Reference Publications 01 45 00.00 10 – Quality Control 01 45 00.10 10 – Quality Control System (QCS) 01 57 20.00 10 – Environmental Protection 01 78 00 – Closeout Submittals 01 78 23 – Operation & Maintenance Data Others Specifications:

14. SCOPE OF WORK:

1) General Notes:

a) All work shall be installed in accordance with the manufacturer’s printed instructions.

b) Trash and debris shall be removed from the site on a daily basis. The contractor shall provide a dumpster for construction debris, which should be kept separate from any existing dumpsters located at or near the site. The dumpsters shall be emptied as needed. All costs associated with the rental of dumpsters and disposing of debris are the responsibility of the contractor

c) Stored materials shall be kept dry and kept in an orderly fashion in an area designated by the COR.

d) The contractor is responsible for the temporary removal and replacement of any equipment from the project area required to accomplish the work.

e) The contractor is responsible for coordinating with USACE and the using authority to gain access to the work area on a daily basis. Specifics regarding access will be coordinated during the Pre-Construction Conference.

f) The site is located in the southern portion of MOTSU and is accessible from Perimeter Road (South), which is a paved roadway. The building has a gravel paved area on the west side and grass area to the north, east and south. No as-built drawings are available.

g) Utilities that are located around Building 20 are identified on Attachment 2 to this Scope of Work. A 6-inch water main exists along Perimeter Road that supplies a fire hydrant located to the south of Building 20. Underground electrical line is located to the east and north of Building 20. Storm drainage ditch is located along Perimeter Road. Storm drainage culvert is located along Perimeter Road and underneath the paved parking area.

h) Contractor laydown area located to the east of Building 20 and is identified in Attachment 3 of this Scope of Work.

i) The Contractor shall provide a full-time safety officer during the demolition of the existing structure and the construction of the metal building’s superstructure, exterior enclosure, and roof.

j) A project superintendent must be present at all times throughout the life of the project. The superintendent may serve as the quality control representative for this project.

k) The contractor shall obtain an approved digging permit prior to performing any ground penetrating activities. The digging permit shall be obtained from MOTSU Public Works.

2) Demolition:

a) Demolish and dispose of the existing pre-engineered metal building. Disposal materials shall be removed from MOTSU property. The existing building is approximately 960 square feet (SF).

b) Demolish and dispose of the existing concrete slab and foundation. Disposal materials shall be removed from MOTSU property.

3) Site, Civil, and Landscaping:

a) Design and construct new reinforced concrete ramp for forklift and small vehicle access at the overhead door of the new building. Ramp shall be designed for a forklift with a 5,000 pound (lb) load with a front axle weight of 12,000 lbs.

b) Grading for the new Building 20 shall provide positive drainage away from the building, prevent ponding of water and shall minimize the effects of erosion and sedimentation.

c) Finished floor elevation shall match the existing building’s finished floor elevation. The Contractor shall make every effort to limit grading around the building to the maximum extent practical.

d) Soil compaction shall be achieved by equipment approved by the consulting Geotechnical Engineer. Soil materials shall be moistened or aerated as necessary to provide the moisture content to facilitate obtaining compaction specified for the compaction equipment used. Subgrades shall be compacted to the following minimum percent of the modified Proctor maximum density, determined in accordance with ASTM D1557.

i. Beneath structures and building slabs, around footings and in trenches, 95 percent.

ii. Beneath paved areas, top 12 inches in fill and top 8 inches in native soil, 95 percent.

e) For concrete slabs-on-grade in inhabitable areas, including storage areas, a 4-inch capillary water barrier consisting of #57, #67, #78 or #89 stone shall be used to prevent the capillary rise of ground water.

f) The requirements shall be verified or modifications recommended by the consulting professional engineer wherever engineering, soils, or climactic factors indicate the necessity. Any modification to the specified compaction requirements shall require the approval of the Contracting Officer.

g) Material sampling and testing is the responsibility of the Contractor. A representative number of in-place density tests shall be performed in the subgrade of compacted on-site soils and in the structural fill and backfill to confirm the required degree of compaction has been obtained. Minimum frequency of testing is specified below:

i. For subgrades under building slabs, one test per each increment or fraction of 3500 SF.

ii. For subgrades under paved areas, one test per each increment or fraction of 4000 SF.

h) All laboratory and field density testing shall be performed by a commercial testing laboratory. The laboratory shall be included on the list of Corps of Engineers Validated Laboratories found at http://www.wes.army.mil/SL/MTC/ValidatedLabsList.htm

i) Erosion and sediment control measures shall be in accordance with Federal, State and Local laws and regulations. The erosion and sediment controls selected and maintained by the Contractor shall be such that water quality standards are not violated as a result of the Contractor’s construction activities. The area of bare soil exposed at any one time by construction operations should be kept to a minimum. It is the responsibility of the Contractor to obtain all required permits.

j) Landscaping shall consist of replacement of existing ground cover that is removed for construction of the new building. Seed mixture shall be in accordance with MOTSU requirements.

4) Structure:

a) Structural designs and loading shall be in accordance with the International Building Code and applicable industry codes for the particular material involved.

i. Dead Load: Include weight of structure, coverage, and permanent contents, plus 5% of steel member weights to account for connections.

ii. Collateral Load: 3 psf

iii. Roof Live Load: The minimum roof live load shall be 20 psf, non-reducible for structural members in accordance with IBC.

iv. Wind Load: Wind speed of 135 mph; exposure category C

v. Roof Snow Load: 10 psf

vi. Seismic Load: Ss = 0.32g; S1 = 0.11g; site classification D (to be verified by professional engineer)

b) Reinforced concrete slab shall be designed for a forklift with a 5,000 lb load (front axle weight of 12,000 lbs). Design in accordance with the building manufacturer’s criteria. Foundation and pavement design is the responsibility of the Contractor. Site subsurface investigations shall be the responsibility of the Contractor and their Geotechnical Engineer.

c) Concrete slab shall have a minimum compressive strength of 4500 psi at 28 days. Foundations shall have minimum compressive strength of 4000 psi at 28 days. Reinforcing steel shall conform to the requirements of ASTM A615 or A760 Grade 60. Welded wire fabric shall be in accordance with ASTM A185. Concrete cover over steel reinforcing shall conform to the minimum values required by the latest edition of ACI 318. Select concrete materials to resist sulfate content of soils on the site as applicable. Concrete quality control testing in the responsibility of the Contractor. Slump, temperature, air and compressive strength testing shall be performed for each placement of concrete.

d) Facility shall be approximately 960 SF with dimensions of 20’ wide, 48’ long, and 10’ eave height. Clear span framing system shall be Butler Building System brand or approved equal. System shall consist of rigid end walls, straight columns, flush girts, roof bracing rods and corner wind posts.

e) Wall panel material shall be minimum 26 gage with Galvalume brand finish or approved equal. Provide matching trim, flashing and transitions.

f) Double slope roof shall be 1:12 pitch. Material shall be minimum 26 gage with Galvalume brand finish or approved equal. Provide 2-ft end wall gable overhand. Provide matching gutters and downspouts. Provide matching trim, flashing and transitions.

g) Provide minimum 10-year weather tightness warranty.

h) Color and finishes shall be as follows:

i. Walls: CMYK 0-14-27-28 or closest PEMB manufacturer’s standard color.

ii. Roofs, doors, gutters and downspouts, trim, structural steel: CMYK

70-80-100-30 or closest PEMB manufacturer’s standard color.

i) Finishes shall be factory or manufacturer applied colors. Colors and finishes to be approved by MOTSU representatives.

j) Ventilation utilizing two (2) wall mounted louvers and a 10-foot ridge vent.

Manual operation.

k) Five (5) each 4’ x 3’ insulated paned windows, non-opening. Frame finish shall be solar bronze. Finish color/finish shall be approved by MOTSU representatives.

l) One (1) 10’ x 7’ overhead coiling door with chain hoist operator.

m) One (1) 3’ x 7’ exterior personnel door. Provide 16 gage leafs and 14 gage frame. Mortise with lever. Extra heavy duty closer. Powder coated hinges.

7-pin lock. Kick plate. Color and finish shall be selected and/or approved by MOTSU representatives.

n) See Attachment 4 for general location of windows and doors.

5) Electrical:

a) Electrical system designs shall conform to the requirements of the MOTSU Utility Standard dated 18 August 2014 included as Attachment 1 of specification section 01 00 02 or this solicitation.

b) Provide and install 100 amp panel board with exterior main disconnect switch and meter base.

c) Six (6) each 4-foot, two lamp, T-5 fluorescent light fixtures with electronic ballasts. Lights shall be switched to allow photo cell control through a standard electric switch.

d) Eight (8) each new duplex 15 amp receptacles.

e) One (1) each exterior LED “wall washer” type fixture. Fixture shall be located at the overhead door.

f) Contractor is responsible for the electrical service to the meter base and conduit to five (5) feet outside the building footprint. The installation’s private utility provider will install the underground electrical to the meter base as well as the meter. The Contractor shall make the final electrical connection. Proper coordination with all parties is the responsibility of the Contractor.

6) Mechanical and Plumbing:

a) HVAC is not required for Building 20.

b) Water and sanitary sewer are not required for Building 20.

15. ADDITIONAL ENCLOSURES

A. Drawings:

B. Sketches: Attachment 1: Wage Determination Attachment 2: Utility Locations Attachment 3: Laydown Area Attachment 4: General Location for Windows and Doors

C. Additional Specifications:

16. PRE BID SITE VISIT: Prior to the submission of any proposals, the offeror is required to visit the project site location to become familiar with the project requirements.

Contractor will be responsible for contacting USACE personnel listed above to coordinate access to site. A proposal will not be rejected only because the offeror fails to visit the project site. Failure to visit the project site will not relieve the bidder from responsibility for performance of the work and compliance with the terms and conditions of any resultant contract. In no event will a failure to inspect the site constitute grounds for a claim after award of the task order. Site visit date and time: 1 May 2015 at 9:00 a.m. at the visitor center

17. EXCAVATION PERMIT: The contractor shall have a completed and approved Excavation Permit prior to any excavation, to include sign or fence-post holes. The Contractor shall schedule an appointment to locate utility lines at least 24 hours prior to any excavation with the MOTSU DPW. DPW shall have five (5) business days to complete the application process and have the utilities marked. Instructions for digging permits are provided in the MOTUS Utility Standard.

18. DISPOSAL PERMITS: Not applicable. All material to be disposed of off the installation. The contractor shall comply with the installation Waste Management Plan.

19. BORROW PERMITS: Not applicable. No borrow materials are available on the installation.

20. HAUL ROUTES: The Contractor is required to obtain approval from the Resident Office for the routes intended for use for transportation of borrow materials, construction debris, or demolition materials unless otherwise permitted in writing by the Resident. The axle load of earth-hauling equipment operating on paved streets shall not exceed 12,000 pounds.

21. UTILITY OUTAGES AND ROAD CLOSURES: Utility, road and railroad outages or closures require a minimum of ten (10) working days advance written notice and will be subject to Resident Office approval. In the case of road closures, a sketch shall be provided showing the closure location and all necessary signs and barricades.

Necessary signage, barricades, flag persons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices and shall be provided at no additional expense to the Government.

22. AVAILABILITY AND USE OF UTILITY SERVICES: Electrical services required on the job site for the accomplishment of the work will be furnished at no cost to the Contractor;

however, the Government will make no connections or alterations to the existing utility systems for the Contractor. The Contractor shall pay for telephone and internet service as required. Any connections to the electrical distribution system shall be accomplished by Brunswick Electric Membership Corporation (BEMC) only. The Contractor shall pay BEMC for this service in advance. At the conclusion of the contract, the Contractor shall remove all connections, distribution lines, and associated paraphernalia unless otherwise directed by the Resident Office. Prior to installing any utility connections at an office or storage site, the plan will be approved by the Resident Office.

23. CONTRACTOR STORAGE AND TRAILERS: The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the contractor may be reached. The trailer(s) and building(s) shall be completed with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean.

24. SAFETY: Safety will be in compliance with the current Corps of Engineers Safety

Manual EM 385-1-1 (dated 30 November 2014). Use of appropriate safety equipment is mandatory and not limited to hard hats and steel-toed shoes. Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.

25. HOURS OF WORK: Work shall be accomplished between the hours of 7:30 a.m.

through 4:30 p.m. daily, Monday through Friday, on non-Government holidays. Legal holidays falling on Saturday are observed on the proceeding Friday and those falling on Sunday are observed on the following Monday. Work schedule and facility security to be coordinated with the Resident Office for facility access and security maintenance during duration of work. Contractor shall not work outside of the stated hours of work without first obtaining approval from the Resident Office.

26. WARRANTY: The contractor shall provide a minimum of one (1) year warranty on all materials and workmanship from the date of the Government’s acceptance of the work.

END OF SCOPE

General Decision Number: NC150022 01/02/2015 NC22

Superseded General Decision Number: NC20140022

State: North Carolina

Construction Type: Building

County: Brunswick County in North Carolina.

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 EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/02/2015

* CARP0312-001 05/01/2013

Rates Fringes

CARPENTER, Excludes Drywall Hanging, and Form Work...........$ 22.85 8.25

IRON0848-005 12/01/2012

Rates Fringes

IRONWORKER, STRUCTURAL...........$ 21.80 9.75

PLUM0421-003 07/01/2013

Rates Fringes

PIPEFITTER.......................$ 24.85 9.65

SUNC2011-003 08/24/2011

Rates Fringes

BRICKLAYER.......................$ 19.00 0.00

CARPENTER (Drywall Hanging Only)............................$ 13.83 0.00

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K7TSCSGH

Text Box Attachment 1 Wage Determination

CARPENTER (Form Work Only).......$ 13.38 1.80

CEMENT MASON/CONCRETE FINISHER...$ 15.80 0.00

ELECTRICIAN......................$ 20.64 6.68

HVAC MECHANIC (HVAC Duct Installation Only)...............$ 17.37 1.82

LABORER: Common or General......$ 10.46 0.77

LABORER: Landscape & Irrigation.......................$ 9.13 0.28

LABORER: Pipelayer..............$ 13.35 2.80

LABORER: Mason Tender-Brick/Cement/Concrete.....$ 12.00 0.00

OPERATOR:

Backhoe/Excavator/Trackhoe.......$ 18.47 2.41

OPERATOR: Bulldozer.............$ 16.00 1.87

OPERATOR: Crane.................$ 19.77 4.48

OPERATOR: Forklift..............$ 13.86 0.00

OPERATOR: Grader/Blade..........$ 15.72 1.49

OPERATOR: Loader................$ 16.17 0.25

PAINTER: Brush, Roller and Spray............................$ 12.35 0.00

PLUMBER..........................$ 18.48 3.93

ROOFER...........................$ 11.78 1.06

SHEET METAL WORKER, Excludes HVAC Duct Installation...........$ 15.81 1.40

TRUCK DRIVER.....................$ 13.38 1.48

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)).

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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 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:

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

Legend Military Ocean Terminal, Sunny Point

596th Transportation Brigade - Directorate of Public Works

WGS_1984_Web_Mercator_Auxiliary_Sphere U.S. Survey Feet

91.10 45.5791.1

FOUO

Pump Stations Fittings Manholes Septic Tanks WW Lines

FM

MAIN

SERVICE

ABANDONED

Drain Fields Lagoons Discharge Points Fittings Headwalls Inlets Manholes Culverts Storm Lines Ditches Disposal Areas Meters Pedestals Pads Switches Transformers Lights - Govt Poles - BEMC Lights - BEMC Poles - Govt & Progress

Government Progress Energy

Primary Lines

OH

UG

Secondary Lines

OH

UG

Fire Connections

FIRE_CONNECT

FIRE_HOSE_STATION

FIRE_HYDRANT

SHIP_WATER_POINT

Hydrants

IRRIGATION

TRAILER_CONN

YARD

Meters Water Valves

Desalinization, GATE Desalinization, PRV Water, BACKFLOW Water, GATE Water, IRRIGATION Water, NOT_VERIFIED Water, POSTINDICATOR Water, PRV

Water Lines

ABANDONED

DESALINIZATION

GEOTHERMAL

IRRIGATION

MAIN

SERVICE

SIPHON

Comm Manholes Pedestals Phone Lines

ABANDONED

AT&T

IN_USE

Pullboxes Fiber Lines

IN_USE

ABANDONED

Railroad Centerline

ARMY

K7TSCSGH

Text Box Attachment 2 Utility Locations

Legend Military Ocean Terminal, Sunny Point

596th Transportation Brigade - Directorate of Public Works

WGS_1984_Web_Mercator_Auxiliary_Sphere U.S. Survey Feet

91.10 45.5791.1

FOUO

Railroad Centerline

ARMY

PROGRESS

Berms Dikes MOTSU Buildings

Building Canopy LoadingDock/Ramp Slab Wall

Waterfront Structures

DOCK

PIER

RAMP

WHARF

Road Centerline

ACCESS_ROAD

FIRE_LANE

ROAD

Open Storage Areas Parking

PAVED

UNPAVED

Roads

PAVED

UNPAVED

Navigation Channel Shoreline Harbor Barrier Installation Boundary In Grants

AIR FORCE

BLAST EASEMENT

MAN MADE

MOTSU Contours - '10

0.000000 - 8.000000

8.000001 - 16.000000

16.000001 - 24.000000

24.000001 - 34.000000

34.000001 - 40.000000

40.000001 - 46.000000

46.000001 - 52.000000

52.000001 - 60.000000

60.000001 - 66.000000

66.000001 - 80.000000

2010 Terminal & BufferZone Red: Band_1 Green: Band_2 Blue: Band_3

K7TSCSGH

Text Box Attachment 3 Lay down Area

Attachment 4 General Location of Windows and Doors

Window

Personnel Door

O/H Door

Window

Window

Window

Window

Meter Base & Main

Disconnect Switch

Summary Total With Mark-ups

CLIN 0001 - Title Note: Back up example for this CLIN provided $40,831.67

CLIN 0002 - Title $2,000.00

Total Proposed Fee: $42,831.67

Bid Schedule (Total with Mark-ups) - Example

Company Name

Contract WXXXXX-XX-X-XXXX, Project Name

Attachment 5 Pricing Example

COMPANY NAME

COMPANY ADDRESS

Contract WXXXXX-XX-X-XXXX Name of Project

CLIN 0001

Date

Item Number Total ($)

1 0.00

2 6,884.50

3 0.00

4 0.00

5 0.00

6 0.00

7 0.00

8 0.00

9 0.00

10 0.00

11 0.00

12 0.00

13 0.00

14 0.00

15 0.00

16 0.00

17 19,592.39

18 0.00

19 0.00

20 0.00

21 0.00

22 0.00

23 1,644.00

28,120.89

Apply Contractor Coefficient: DB or DBB Coefficient (Subtotal x Contract Coefficient)

1.42 $39,931.66 Total AEPS

Note: 1. Total from back-up AEPS sheet 250.00 Total FOSPS

Note: 1. Total fromback-up FOSPS Sheet 650.00 Total Non-Priced Items

Notes:

1. Fully loaded to include all OH, Profit, and Bond

2. Supported by three responsive bids (provide quotes) 0.00

40,831.66

Division 26 - Electrical

Division 07 - Thermal & Moisture Protection

Division 06 - Wood, Plastics, and Composites

Division 08 - Openings

Division 09 - Finishes

Division 10 - Specialties

Division 05 - Metals

Item Description

Division 11 - Equipment

Division 22 - Plumbing

Division 23 - HVAC

Total

Division 01 - General Requirements Note: 1. In this example the Division was not used therefore no back up sheet is required

2. Additional Divisions may be added if required

Division 02 - Existing Conditions Note: 1. The total is from the back up Division sheet

Division 03 - Concrete

Division 04 - Masonry

Assembly

Sub Total

Division 33 - Utilities

Division 31 - Earthwork

Division 32 - Improvements

Division 28 - Electronic Safety and Security

Division 27 - Communications

Division 12 - Furnishings

Division 13 - Special Construction

Division 21 - Fire Suppression

Q ty

C S

I N u m b er D es cr ip ti o n

U n it B ar e

M at

B ar e

L ab o r

B ar e E q u ip

T o ta l

T o ta l I n cl

. O

P Z ip C o d e P re fi x T yp e

R el ea se

N o te

D e m o l i s h r e m o v e p a v e m e n t c u r b r e m o v e b i t u m i n o u s p a v e m e n t t o t h i c k e x c l u d e s h a u l i n g a n d d i s p o s a l f e s

S Y

U n i o n

Q t r

A d j u s t e d b y

D e m o l i s h r e m o v e p a v e m e n t c u r c o n c r e t e r o d r e i n f o r c e d t o t i c k r e m o v e w i t h b a c k h o e e x c l u d s u l i n g

C Y

U n i o n

Q t r

A d j u s t e d b y

S e l e c t i v e d e m o l i t i o n g u t t i n g u i l d i n g i n t e r i o r c o m m e r c i i l d i n g i n c l u d e s d i s p o s a x c l u d e s d u m p s t e r f e e s m i n i m u m

S F

F l r

U n i o n

Q t r

A d j u s t e d b y

T a x

S t a t e

M a x i m m

T o t a l

N o t

T o t a l t h e

O P

C o l u m n

U s e

C u r r e n t

Q T R

C o s t d a t a

I n c l u d e a n y a d j u s t m e n t s i n t h e

N o t e s

E n s u r e

C o s t d a t a i s a d j u s t e d f o r

S a l e s t a x

D

IV

IS

IO

N

E xi st in g c o n d it io n s

C S

I N u m b er D es cr ip ti o n

U n it B ar e

M at

B ar e

L ab o r

B ar e E q u ip

T o ta l

T o ta l I n cl

. O

P Z ip C o d e P re fi x T yp e

R el ea se

N o t e

P a n e l b o a r d s w i r e

V a m p t o i r c u i t s e l e c t r i c a l d e m o l i t i o n r e m o v e i n c l u d i n m o v a l o f a l l b r e a k e r s c o n d u i t t e r m i n a t i o n s w i n n e c t i o n s

E a

U n i o n

Q t r

A d j u s t e d b y

G r o u n d i n g r o d c o p p e r c l a d l o n g d i a m e t e r

E a

U n i o n

Q t r

A d j u s t e d b y

F l u o r e s c e n t f i x t u r e i n t e r i o r v a p o r t i g h t s u r f a u n t e d

R S

W

L i n c l l a m p s m o u n t i r d w a r e a n d c o n n e c t i o n s

E a

U n i o n

Q t r

A d j u s t e d b y

E x t e r i o r

L E D f i x t u r e w a l l m o u n t e d i n d o o r o u t d o o w a t t i n c l l a m p s

E a

U n i o n

Q t r

A d j u s t e d b y

T a x

S t a t e

M a x i m

T o t a l

D

IV

IS

IO

N

E le ct ri ca l a n d c o m m o

A ss em b ly N u m b er

D es cr ip ti o n T o ta l Z ip C o d e P re fi x T yp e

R el ea se

N o te

A

S p r e a d f o o t i n g s s q u a r e x d e e p

K S F s o i l b e a r i p a c i t y

K l o a d

U n i o n

Q t r

T o t a l

A ss em b lie s

Discipline Hourly Rate ($) Hours Total ($)

Project Manager Current Contract Rate

Architect Current Contract Rate

Mechanical Engineer 50.00 5.00 250.00

Electrical Engineer Current Contract Rate

Structural Engineer Current Contract Rate

Civil Engineer Current Contract Rate

Sanitary Engineer Current Contract Rate

Landscape Architect Current Contract Rate

Surveyor Current Contract Rate

2-man Survey Crew Current Contract Rate

Environmental Engineer Current Contract Rate

Industrial Hygienist Current Contract Rate

Fire Protection Engineer Current Contract Rate

Geotechnical Engineer Current Contract Rate

Plumbing Engineer Current Contract Rate

Power Engineer (High Voltage) Current Contract Rate

Estimator Current Contract Rate

HVAC Controls Engineer Current Contract Rate

Scheduler Current Contract Rate

Security Engineer Current Contract Rate

Security Specialist Current Contract Rate

Safety Engineer Current Contract Rate

Certified LEED Professional Current Contract Rate

Interior Designer Current Contract Rate

Systems Furniture Designer Current Contract Rate

Fixed Costs $ per Document Quantity

Reproduction Copies: 22x34 Current Contract Rate

Reproduction Copies: 8.5x11 Current Contract Rate

Reproduction Copies Color:

8.5x11

Current Contract Rate

Reproduction Copies: 11x17 Current Contract Rate

Reproduction Copies Color:

11x17

Current Contract Rate

CD-ROM (material only) Current Contract Rate

Total

250.00

Architectural Engineer Price Schedule (AEPS)

*Rates shall be fully loaded to include all OH, Profit, and Bond

Discipline Hourly Rate ($) Hours Total ($)

Superintendent Current

Contract Rate

Quality Control Current

Contract Rate

Project Manager Current

Contract Rate

Safety 50.00 13.00 650.00

Office Assistant Current

Contract Rate

Laborer Current

Contract Rate

Total 650.00

*Rates shall be fully loaded to include all OH, Profit, and Bond

Field Office Staffing Price Schedule (FOSPS)