17R0010_TASK_ORDER_1-SPECS.PDF

Task Order No. 0001

RFP W912BU-17-R-0010

US Army Corps of Engineers

Philadelphia District

Flight III Structures, Equipment Foundations, PCM Shore Power and Installation, and GTG Tie-In

Naval Surface Warfare Center, Philadelphia Division Philadelphia, Pennsylvania

Construction Solicitation and Specifications

25 May 2017

This page was intentionally left blank for duplex printing.

25 MAY 2017

TASK ORDER NO. 0001

RFP NO. W912BU-17-R-0010

PHILADELPHIA DISTRICT

CORPS OF ENGINEERS

REQUEST FOR PROPOSAL

FOR

FLIGHT III STRUCTURES, EQUIPMENT FOUNDATIONS,

PCM SHORE POWER AND INSTALLATION, AND GTG TIE-IN

NAVAL SURFACE WARFARE CENTER,

PHILADELPHIA DIVISION

PHILADELPHIA, PENNSYLVANIA

I. NOTE THE AFFIRMATIVE ACTION REQUIREMENT OF THE EQUAL OPPORTUNITY CLAUSE

WHICH MAY APPLY TO THE CONTRACT RESULTING FROM THIS SOLICITATION.

II. OFFERORS ARE REQUIRED TO COMPLETE THE REPRESENTATION AND CERTIFICATIONS

PORTION OF SECTION 00 45 00 OF THIS SOLICITATION AND SUBMIT THIS WITH THEIR

OFFER.

III. PROSPECTIVE OFFERORS ARE INVITED TO VISIT THE SITE OF THE WORK TO

ACQUAINT THEMSELVES WITH THE SITE CONDITIONS AND ANY PROBLEMS INCIDENT TO THE

PROSECUTION OF THE WORK. A SITE VISIT WILL BE HELD ON 8 JUN 2017. THE SITE

VISIT WILL BEGIN AT 10:00 AM FROM SECURITY DESK AT BLDG 77L, 1000 KITTY HAWK

RD, PHILADELPHIA NAVY YARD, PHILADELPHIA, PA. ALL THOSE PLANNING TO ATTEND

SHOULD CONTACT MR. ERIC CHARLIER, NO LATER THAN 6 JUN 2017, VIA EMAIL AT

ERIC.J.CHARLIER@USACE.ARMY.MIL TO BE PLACED ON THE NSWCPD VISITORS LIST.

INFORMATION REQUIRED: NAME, COMPANY NAME, AND PHONE NUMBER.

Section 00 10 00 Page 1

BIDDING SCHEDULE

(To be attached to SF 1442)

Item Estimated Unit Estimated No. Description Quantity Unit Price _ Amount

1. Labor 1 JOB LS $____________

2. Materials, Equipment & Specialized Services 1 JOB LS $____________

3. Profit 1 JOB LS $____________

4. Bond 1 JOB LS $____________

TOTAL ESTIMATED AMOUNT $_________________

NOTES:

1. Bidders must bid on all items.

SPECIAL CONTRACT REQUIREMENTS

TABLE OF CONTENTS

TABLE OF CONTENTS

SUPPLEMENTARY CONDITIONS

00 73 00 SPECIAL CLAUSES

00 73 15 WAGE RATES

RFP W912BU-17-R-0010 Task Order No. 0001

SECTION 00 73 00

SPECIAL CLAUSES

PART 1 GENERAL

1.1 COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK (APR 1984)

In accordance with FAR 52.211-10 of Section 00 70 00 CONTRACT CLAUSES, the Contractor shall complete the entire work in this task order for use not later than 240 calendar days after the date the Contractor receives the notice to proceed.

1.2 LIQUIDATED DAMAGES - CONSTRUCTION (SEPT 2000)

The liquidated damages amount for FAR 52.211-12 in Section 00 70 00 CONTRACT CLAUSES, is $200.00

1.3 PHYSICAL DATA (APR 1984)

Data and information furnished or referred to below is for the Contractor's information. The Government shall not be responsible for any interpretation of or conclusion drawn from the data or information by the Contractor. (FAR 52.236-4)

a. The indications of physical conditions on the drawings and in the specifications are the result of site investigations.

b. Weather Conditions. The climate of the area is referred to as "continental" by climatologists, characterized by cold winters and moderately hot summers. Complete weather records and reports may be obtained from the local U.S. Weather Bureau Office nearest to the work site. The Contractor shall satisfy himself as to the hazards likely to arise from weather conditions during the construction period.

c. Transportation Facilities. The work site is accessible from the Interstate 95 via local roads. The Contractor shall be responsible for all investigations of load carrying capacities of bridges and roadways.

d. Magnitude of the Contract Work. The estimated value of the contract work is between $1,000,000 and $5,000,000.

1.4 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE (MAR 1995)

a. This clause does not apply to terminations. See 52.249-5000, Basis for Settlement of Proposals, and FAR Part 49.

b. Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by the Contractor or sub-contractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial or series for which the Government can determine both ownership and operating costs from the Contractor's accounting records. When both ownership and operating costs

Section 00 73 00 Page 1 cannot be determined for any piece of equipment from the Contractor's accounting records, costs for the equipment shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule.

For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect as of the time work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.205(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the small purchase threshold, the contracting officer shall request the contractor to submit either certified cost or pricing data, or partial/limited data, as appropriate. This data shall be submitted on Standard Form 1411, "Contract Pricing Proposal Cover Sheet."

(UAI 31.105-101)

Note #1: The small purchase threshold is $150,000.

Note #2: By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. This right shall extend for two years after expiration of contract performance. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.5 CERTIFICATES OF COMPLIANCE

Any certificates required for demonstrating proof of compliance of materials with specifications requirements shall be executed in triplicate copies. Each certificate shall be signed by an official authorized to certify on behalf of the manufacturing company and shall contain the name and address of the Contractor, the project name and location, and the quantity and date or dates of shipment or delivery to which the certificates apply. Copies of laboratory test reports submitted with certificates shall contain the name and address of the testing laboratory and the date or dates of the tests to which the report applies.

Certification shall not be construed as relieving the Contractor from furnishing satisfactory material, if, after tests are performed on selected samples, the material is found not to meet the specific requirements.

(CENAP)

1.6 PERFORMANCE EVALUATION OF CONTRACTOR (MAR 2014)

a. As a minimum, the Contractor's performance will be evaluated upon final acceptance of the work for contracts less than one year in duration.

Section 00 73 00 Page 2

Contracts in excess of one year will receive at a minimum, an annual interim evaluation in addition to the final evaluation. However, interim evaluation may be prepared at any time during contract performance when determined to be in the best interest of the Government. The evaluation will be entered into the Contractor Performance Assessment Reporting System

(CPARS).

b. CPARS is a web-enabled application that supports the completion, distribution, and retrieval of construction contract performance evaluations. CPARS is for UNCLASSIFIED use only. An evaluation assesses Contractor performance and provides a record, both positive and negative, on a given contract. Each evaluation is based on objective facts and supported by contract management data, such as contract performance elements that evaluate quality, timely performance, effectiveness of management, and compliance with contract terms, labor standards, and safety requirements. The Contractor will be rated either outstanding, above average, satisfactory, marginal, or unsatisfactory in the areas of Contractor Quality Control, Timely Performance, Effectiveness of Management, Compliance with Labor Standards, and Compliance with Safety Standards. The Contractor will be advised of any unsatisfactory rating, either in an individual element or in the overall rating, prior to completing the evaluation, and all Contractor comments will be made a part of the official record. Performance Evaluation Reports will be available to all DOD Contracting offices for their future use in determining Contractor responsibility, in compliance with ER 415-1-17.

c. Upon successful award of the contract, the Contractor will be notified by CPARS via email that access has been granted to a contract within the system. The email will contain instructions of how to log into the system.

(CENAP)

1.7 INSURANCE REQUIREMENTS

Evidence of the following insurance shall be provided to the Contracting Officer prior to commencement of work and shall be maintained throughout the period of performance:

a. General Liability Insurance (Comprehensive form of policy): Bodily Injury Liability - $500,000 per occurrence.

b. Automobile Liability Insurance (Comprehensive form of policy): Bodily Injury Liability - $200,000 per person and $500,000 per accident. Property Damage Liability - $20,000 per accident.

c. Workmen's Compensation and Employer's Liability Insurance: Compliance with applicable workmen's compensation and occupational disease statutes is required. Employer's liability coverage in the minimum amount of $100,000 is also required."

PART 2 PRODUCTS (Not Used)

PART 3 EXECUTION (Not Used)

-- End of Section --

Section 00 73 00 Page 3

SECTION 00 73 15 Page 1

SECTION 00 73 15

WAGE RATES

SECTION 00 73 15 Page 2

SECTION 00 73 15 Page 3

General Decision Number: PA170005 05/05/2017 PA5

Superseded General Decision Number: PA20160005

State: Pennsylvania

Construction Type: Building

County: Philadelphia County in Pennsylvania.

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

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.20 for calendar year 2017 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was 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 $10.20 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2017.

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 01/06/2017 1 01/20/2017 2 01/27/2017 3 04/14/2017 4 04/21/2017 5 04/28/2017 6 05/05/2017

ASBE0014-001 05/01/2016

Rates Fringes

Asbestos Workers/Insulator Includes the application of all insulating materials, protective coverings, coatings, and finishes to all types of mechanical systems..........$ 46.25 32.69

BOIL0013-001 01/01/2017

Rates Fringes

SECTION 00 73 15 Page 4

BOILERMAKER......................$ 44.26 33.02

BRPA0001-006 05/01/2016

Rates Fringes

BRICKLAYER.......................$ 38.54 25.67

BRPA0001-008 05/01/2014

Rates Fringes

TILE SETTER......................$ 38.36 22.72

BRPA0001-011 06/01/2014

Rates Fringes

MASON - STONE....................$ 36.48 23.71

BRPA0035-001 05/01/2016

Rates Fringes

Pointer, caulker and cleaner.....$ 39.76 24.49

* CARP0158-001 05/01/2017

Rates Fringes

Carpenter/Lather.................$ 46.55 26.54

CARP0179-003 05/01/2016

Rates Fringes

PILEDRIVERMAN....................$ 43.45 31.82

CARP0219-005 07/01/2016

Rates Fringes

MILLWRIGHT.......................$ 39.91 30.79

* CARP0251-001 05/01/2017

Rates Fringes

FLOOR LAYER: Carpet.............$ 45.96 27.06

ELEC0098-003 05/02/2016

SECTION 00 73 15 Page 5

ELECTRICIAN......................$ 54.69 33.91

ELEV0005-001 01/01/2017

Rates Fringes

ELEVATOR MECHANIC................$ 54.06 31.585+A+B

FOOTNOTES FOR ELEVATOR MECHANICS:

A. PAID VACATION: Employer contributes 8% of basic hourly rate for 5 years or more of service or 6% for 6 months to 5 years of service.

B. Eight Paid Holidays (provided employee has worked 5 consecutive days before and the working day after the holiday): New Years's Day; Memorial Day; Independence Day;

Labor Day; Veteran's Day; Thanksgiving Day and the Friday after Thanksgiving Day, and Christmas Day.

* ENGI0542-002 05/01/2016

Rates Fringes

Power equipment operators:

GROUP 1.....................$ 44.09 26.92

GROUP 1a....................$ 47.10 27.80

GROUP 2.....................$ 43.84 26.85

GROUP 2a....................$ 46.84 27.74

GROUP 3.....................$ 39.76 25.64

GROUP 4.....................$ 39.46 25.55

GROUP 5.....................$ 37.74 25.04

GROUP 6.....................$ 36.75 24.75

FOOTNOTE: A. PAID HOLIDAYS: New Year's Day; Memorial Day;

Independence Day; Labor Day; Thanksgiving Day and Christmas Day

***TOXIC/HARARDOUS WASTE REMOVAL***

Add 20 per cent to basic hourly rate for all classifications

BOOM LENGTH PAY:

On all machines with booms, jibs, masts and leads, including tower cranes, 100 ft. from ground up, fifty cents ($.50) per hour additional will be paid for each increment of 25

ft. over 100 ft. On cranes with booms (including jibs, SECTION 00 73 15 Page 6 masts and leads) 200 ft. and over, two (2) operators will be required. When two (2) operators are employed, no Oiler will be required. Booms to be measured from the ground up.

Tower cranes calculated from ground up and out for purpose of boom pay.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Handling steel and stone in connection with erection, cranes doing hook work, any machine handling machinery, helicopters, concrete pumps building machines similar to the above, including remote control equipment.

GROUP 1a: Machines handling steel, or the functional equivalent, and stone in connection with erection 15 ton and over factory rating; Cranes doing hook work 15 ton and over factory rating; Any machines handling machinery; HIgh Rail/Burro Crane 15 ton and over factory rating; Rail Loader (Winch Boom Type) 15 ton and over factory rating;

Concrete Pumps (Building) 120 feet of Boom length or less (200 yard pour or less); Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

GROUP 2: All types of cranes, All types of backhoes, Cableways, Draglines, Keystones, all types of shovels, Derricks, Pavers 21E and over, Trenching machines, Trench shovel, Gradalls, Front-End loaders, Boat Captain, Pippin type backhoes, Tandems scrapers, Towers type crane operation erecting, Dismantling, Jumping or Jacking, Drills (self-containes), (drillmaster type) forklift (20 ft. and over), Moter patrols (fine grade), Batch plant with mixer, Carryalls, Scraper, Trounapulls, Roller (Hith Grade Finishing), Spreaders (asphalt), Bulldozers and Tractors, Mechanic welder, Conveyor loaders (euclid-type wheel), Concrete pump, Milling Machines, Hoist with two towers, Building hoist double drum (unless used as a single drum), Mucking machines in tunnel, All auto grade and concrete finishing machines, Bundle pullers/extractors (tublar), bobcat. side broom, directional boring machines, vermeer saw type machines(other than than hand held tractor mounted hydro axe, chipper with boom, all) machine similar to the above including remote control equipment.

GROUP 2a: Crawler backhoes and Crawler gradalls over one cubic yard factory rating; Hydraulic backhoes over one cubic yard factory rating; All types of cranes 15 ton and over factory rating; Cherry picker type machinery and equipment 15 ton and over factory rating; Concrete Pumps (Heavy/Highway); Machines similar to above, including remote control equipment; Equipment in this Wage Group that does not require an oiler.

SECTION 00 73 15 Page 7

GROUP 3: Asphalt plant engineers, Well drillers, Ditch witch (small trencher), Motor patrols, Fine grade machines, Ten-ton roller (grade fill stone base), Concrete breaking machines, Guilloline only, Stump grinder, Conveyors (except building conveyors), Fork lift trucks of all types, High pressure boliers Elevator Operator (New Construction) Machine similar to the above,including remote control equipment

GROUP 4: Seaman, Pulverzer form line grader, Farm tractors, road finishing, Concrete spreader, Power broom (self-contained), Seed spreader, Grease truck, toxic/hazardous wate removal rate 20 per cent added to all classifications and machiines similar to the above.

GROUP 5: Compressors pumps, Well point pumps, Welding machines Tireman, Power equipment, Maintenance engineer (power boats),Elevator Operators (Renovations) and machine similar to the above .

GROUP 6: Fireman, Oilers and deck hands (personnel boats), grease truck.

IRON0401-002 07/01/2016

Rates Fringes

IRONWORKER, STRUCTURAL AND

ORNAMENTAL.......................$ 45.70 30.35

IRON0405-002 07/01/2016

Rates Fringes

IRONWORKER, REINFORCING..........$ 43.38 27.90

The following holidays shall be observed and when work is performed thereon it shall be paid for at twice the base rate: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day. Employees shall be off Christmas Eve Day and receive four hours pay.

Employees who have to work on Christmas Eve Day shall work four hours and be paid for eight hours pay for the holiday.

Any time worked beyond fours hours shall be paid at the double time rate plus the four hours holiday pay. To receive holiday pay, the employee must work the day before Christmas Eve and the first working day after Christmas Day.

IRON0405-004 07/01/2016

SECTION 00 73 15 Page 8

IRONWORKER (Rigger and Machinery Mover).................$ 40.38 26.90

The following holidays shall be observed and when work is performed thereon it shall be paid for at twice the base rate: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day. Employees shall be off Christmas Eve Day and receive four hours pay.

Employees who have to work on Christmas Eve Day shall work four hours and be paid for eight hours pay for the holiday.

Any time worked beyond fours hours shall be paid at the double time rate plus the four hours holiday pay. To receive holiday pay, the employee must work the day before Christmas Eve and the first working day after Christmas Day.

LABO0332-001 05/01/2016

Rates Fringes

LABORER

GROUP 1....................$ 28.00 24.92

GROUP 2....................$ 28.10 24.92

GROUP 3....................$ 28.15 24.92

GROUP 4....................$ 28.30 24.92

GROUP 5....................$ 28.40 24.92

GROUP 6....................$ 28.14 24.92

GROUP 7....................$ 29.25 24.92

GROUP 8....................$ 29.40 24.92

GROUP 9....................$ 29.55 24.92

GROUP 10....................$ 29.80 24.92

GROUP 11....................$ 28.27 24.92

LABORERS CLASSIFICATIONS

GROUP 1: Building site work; Stripping and dismantling concrete form work; loading, unloading, carrying and handling of all reinforced steel and steel mesh; handling lumber and other builidng materials; operating jackhammers, paving breakers and all other pneumatic tools; building scaffolds; raking, shoveling and tamping of asphalt;

spading and concrete pit work; grading; form pinning;

shoring; demolition except burners; laying conduits and ducts; sheathing; lagging; laying non-metallic pipe and caulking; all other types of laborers; pouring concrete;

operating vibrator; free air tunnels: miners.

GROUP 2: Power buggies; burners on demolition

GROUP 3: Wagon drill operator (single)

SECTION 00 73 15 Page 9

GROUP 4: Powdermen; wagon drill operator (multiple);

circular caisson excavation; underpinning excavation

GROUP 5: Caisson bottom man

GROUP 6: Yard workers

GROUP 7: Trackmen; brakemen; groutmen; bottom shaft men;

all other men in free air tunnels

GROUP 8: Form setters

GROUP 9: Miners bore driver; blasters; drillers; pneumatic shield operators

GROUP 10: Welders and burners

GROUP 11: Mason Tender

LABO0413-004 04/01/2016

Rates Fringes

Landscape Laborer Farm Tractor Driver, Hydroseeder Nozzleman and Mulcher Nozzleman...........$ 21.61 22.55+A

FOOTNOTE:

A. PAID HOLIDAYS: Independence Day, Labor Day, and Thanksgiving Day.

MARB0001-003 05/01/2012

Rates Fringes

MARBLE FINISHER..................$ 29.27 20.07

TERRAZZO FINISHER................$ 33.06 19.31

TILE FINISHER....................$ 29.77 20.55

MARB0003-002 05/01/2012

Rates Fringes

MARBLE SETTER....................$ 35.25 21.95

TERRAZZO WORKER/SETTER...........$ 26.40 21.95

PAIN0021-001 05/01/2016

SECTION 00 73 15 Page 10

Painters:

Brush, Roller...............$ 36.80 24.03 Spray, Steel and Swing......$ 38.05 24.03

PAIN0021-012 05/01/2016

Rates Fringes

DRYWALL FINISHER/TAPER...........$ 37.00 25.36

PAIN0252-001 06/01/2016

Rates Fringes

Window Tinter....................$ 23.02 7.04

PAIN0252-006 05/01/2016

Rates Fringes

GLAZIER..........................$ 41.28 27.07

PLAS0008-001 05/16/2016

Rates Fringes

PLASTERER........................$ 37.87 28.33

PLAS0592-011 05/01/2016

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 35.15 31.01

PLUM0420-008 05/01/2016

Rates Fringes

Steamfitter......................$ 52.83 31.19

* PLUM0690-002 05/01/2017

Rates Fringes

PLUMBER..........................$ 51.42 32.27

ROOF0030-001 05/01/2016

SECTION 00 73 15 Page 11

Roofers:

Composition.................$ 35.15 28.69+A Shingles....................$ 35.15 28.69+A Slate and Tile..............$ 35.15 28.69+A

FOOTNOTE (Composition Roofer only):

A. PAID HOLIDAY: Election Day

SFPA0692-001 01/01/2017

Rates Fringes

SPRINKLER FITTER.................$ 52.55 24.42

* SHEE0019-008 05/01/2017

Rates Fringes

SHEET METAL WORKER (Sign Makers & Hangers)................$ 23.92 16.72 Sheet metal worker...............$ 46.42 38.71

TEAM0107-001 05/01/2016

Rates Fringes

TRUCK DRIVER (BUILDING

CONSTRUCTION)

GROUP 1.....................$ 29.852 17.1425+a+b GROUP 2.....................$ 29.952 17.1425+a+b GROUP 3.....................$ 30.202 17.1425+a+b

TRUCK DRIVER (SITE

PREPARATION, PAVING AND

UTILITIES ON BUILDING

CONSTRUCTION)

GROUP 1.....................$ 29.702 17.1425+a+b GROUP 2.....................$ 29.802 17.1425+a+b GROUP 3.....................$ 30.052 17.1425+a+b

TRUCK DRIVERS CLASSIFICATIONS (BUILDING CONSTRUCTION)

GROUP 1 - Stake body truck (single axle), 11/2 ton and under vehicles

GROUP 2 - Truck driver over 11/2 tons, dump trucks, tandem and batch trucks, semi-trailers, agitator mixer trucks and dumcrete type vehicle, asphalt distributors, farm tractors when used for transportation, stake body truck (tandem)

GROUP 3 - Euclid type, off-highway equipment - back or belly dump trucks and double-hitched equipment, straddle

SECTION 00 73 15 Page 12

(ross) carrier, lowbed trailers

TRUCK DRIVERS CLASSIFICATIONS (SITE PREPARATION, PAVING AND

UTILITIES ON BUILDING CONSTRUCTION)

GROUP 1 - Stake body truck (single axle), dumpster

GROUP 2 - Dump trucks, tandem and batch trucks, semi-trailers, agitator mixer trucks, and dumpcrete type vehicles, asphalt distributors, farm tractor when used for transportation, stake body truck (tandem)

GROUP 3 - Euclid type, off-highway equipment or bell dump trucks and double hitched equipment, staddle (ross) carrier, low-bed trailers

FOOTNOTE:

A. PAID HOLIDAYS: Memorial Day, Independence Day, Labor Day, Thanksgiving Day and five personal holidays provided employee works at least one day in the three work days before and at least one day in the three work days after the said holiday. Emloyee earns a personal holiday every two months, provided employee has worked twenty-six day in each consecutive two month period, up to a maximum of five per calendar year. After 130 work days the employee is entitled to all five personal holidays.

B. PAID VACATION: Employee will earn one vacation day for every two months, provided employee has worked twenty-six day in each consecutive two month period, up to a maximum of five vacation days per calendar year. After 130 workdays the employee is entitled to all five days of vacation. Employees with 5 years of seniority, earn an additional week of vacation, accrued in the same way.

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

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including

SECTION 00 73 15 Page 13 preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

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 the published rate is derived by computing a weighted average

SECTION 00 73 15 Page 14 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

SECTION 00 73 15 Page 15 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

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION AND DECONSTRUCTION

DIVISION 05 - METALS

05 05 23 STRUCTURAL WELDING

05 12 00 STRUCTURAL STEEL

05 50 13 FLOOR GRATING

DIVISION 26 - ELECTRICAL

26 05 13 MEDIUM-VOLTAGE CABLES

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 51 00 INTERIOR LIGHTING

DIVISION 40 - PROCESS INTERCONNECTIONS

40 05 13 PIPELINES, LIQUID PROCESS PIPING

40 05 14 WELDING PROCESS PIPING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

Furnish all supervision, labor, specialized services, material and equipment necessary to install and electrically connect two Power Conversion Modules (PCM's) into the Power Conversion Test Site on the east side of Building 77H. The installation includes the removal of existing legacy equipment; mounting the two modules, mounting and wiring controls and installing/modifying power cabling to connect PCM's 1 and 2 to other components of the Power Conversion Test Site in Building 77H; installing foundations and fabricating and installing access platforms for the GTGs in the DDG51 LBES in Building 77H; fabricating and installing a switchboard platform (SWBD),as well as, installing power, lighting and piping connections and reconfiguring the Integrated Fight Thru Power (IFTP) Test Site in Building 77H at the Naval Surface Warfare Center, Philadelphia Division (NSWCPD) in accordance with this Summary of Work (SOW) and the associated NSWCPD drawings.

a. In accordance with Drawing No. EHQ10891, Flight III HV Shore Power Foundation Arrangement and Details, the Contractor shall utilize the materials listing and construction details for the creation of foundations for the HV Shore Power Transition Box and the HV Shore Power Terminal Box. This phase will require the Contractor to provide and install approximately 18 linear feet of C8x18.75 Channel, 15 square feet of 1/4-inch Steel Plate, 11 linear feet of 3 x 3 x 1/4 inch Angle, one Terminal Box, one Transition Box and various hardware and fasteners.

b. In accordance with Drawing No. EHQ10861, Switchboard Platform Arrangement & Details, the Switchboard Platform shall be constructed south of the DDG 51 Land Based Engineering Test Site (LBES) and the structure will require approximately 639 linear feet of steel wide flange beams of multiple sizes, 77 linear feet of steel channel, 22 linear feet of steel square tubing, 75 square feet of steel plate of various thicknesses, 150 linear feet of steel flat bar, 1,560 square feet of steel grating, 37 steel grating stair treads, 737 linear feet of steel pipe and various fasteners, clips and fittings to construct the platform, railings and ladders. This SWBD platform will require partial support from the adjacent Electrical Plant Switch (EPSW) platform. Before the EPSW platform can be used, two vertical ladders and several sections of handrail shall be removed. Each new column assembly for the SWBD platform shall be grouted and fastened to the concrete floor using expansion type anchor bolts. The steel SWBD platform including its columns shall utilize full welded joint construction and incorporate welded stiffeners where needed.

c. In accordance with Drawing No. EHQ10886, IFTP Reconfiguration for FLT lll Phase 3, the reconfiguration of the IFTP includes the removal of three power converters of 1MW, 1.5MW and 2MW, seven breakout boxes of approximately 2 feet x 2 feet x 6 feet and an associated switch box, as well as rerouting of cable. These removals are necessary to make way for new foundations for the Main Propulsion Distribution Unit (MPDU) and two Power Conversion Modules (PCM's). The IFTP

SECTION 01 11 00 Page 1 reconfiguration project will be east of the DDG 51 Land Based Engineering Test Site (LBES) and will requires approximately 50 square feet of steel diamond plate.

c. In accordance with Drawing No. EHQ10956, LV Switchboard Platform Baseplate Modification, one of the Low Voltage Switchboard Platform support columns requires baseplate modifications. The Contractor shall provide and install approximately 48 square feet of steel plate and various fasteners and other construction materials as may be required to complete this modification.

e. In accordance with Drawing No. EHQ10874, Flight III PCM 1, 2 and MPDU 1 Foundation Arrangement & Details, the Contractor shall fabricate and install foundations for the MPDU and PCM's. This effort will require the Contractor to procure and install approximately 100 linear feet of C4x7.25 channel, 2 square feet of 3/8-inch plate and various fasteners.

f. In accordance with Drawing No. EHQ10936, Flight III GTG1H & GTG3H Foundation Installation, the Contractor shall accomplish the installation of the two GTG foundations separately manufactured to instructions on Drawing EHQ10894. The Contractor is responsible for offloading the two 9160 generator sets, placing the generator sets on the foundation, rigging into place and mounting the two GTG foundations in accordance with the indicated drawing and the SOW. Anchor bolts, Chock-Fast and various fasteners shall be procured and installed by the Contractor.

g. In accordance with Drawing No. EHQ10998, Flight III GTG1H/3H Facility Power Arrangement and Details, the Contractor shall procure, fabricate and install electrical power distribution to the Flight III facility. This task will require the procurement and installation of two 400A panelboards, one heavy duty fused disconnect switch, two cooling fan motor controllers, on 45 KVA three-phase transformer, 43 circuit breakers, one ground detection panel, two emergency lighting fixtures, 2,700 feet of power and lighting cable, 15 fluorescent lighting fixtures, 33 junction boxes with covers, 13 duplex receptacles, a variety of stuffing tubes, packing assemblies, conduit and conduit fittings and hanger assemblies sufficient to complete the installation.

h. In accordance with Drawing No. EHQ10940, Flight III PCM 1 and 2 Installation, the Government will provide the PCM's, resilient mounts and bolting to accomplish the installation. This phase will require the two PCM modules, 66 resilient mounts and 66 mounting bolts (33 each per PCM), to be used to secure the modules to foundation rails. The Contractor shall be responsible for moving the modules into position, securing the resilient mounts to the foundations and securing the modules to the resilient mounts.

i. In accordance with Drawing No. EHQ11017, Flight III GTG Module Leakage Management Arrangement and Details, the Contractor shall fabricate and install Leakage Containments. This task will require the procurement and installation of approximately 180 linear feet of 4x3x1/4-inch Angle, 3 linear feet of Flat Bar, 65 concrete anchor bolts, miscellaneous fasteners and sealant compound.

j. In accordance with Drawing No. EHQ10546, Flight III Equipment GTG Access Platform Arrangement and Details, the Contractor shall utilize

SECTION 01 11 00 Page 2 the materials listing and construction details to fabricate a series of connected platforms around and between the two GTG's, as well as inclined ladders providing access to the platforms. This phase will require the Contractor to provide and install approximately 600 linear feet of W8x21 Wide Flange Beam, 100 linear feet of C10x15.3 Channel, 82 square feet of Steel Plate in three sizes, 220 linear feet of WT7x11 Tee-Bar, 533 linear feet of various sizes of Angle Iron and Flat Bar, 800 linear feet of Pipe in two sizes, 1,224 square feet of steel Deck Grating and 46 manufactured Stair Treads. The Contractor shall provide the various clips, anchors and bolting hardware required to fabricate, assemble and install the platform system.

k. In accordance with Drawing No. EHQ11007, Flight III Piping System Tie-in, the Contractor shall fabricate and install connections between the existing piping systems and new installations for the following systems: Cooling Water, LP Air, Starting Air, Water Wash, OW/WW Drains, Fuel Service System, Bleed Air and Facility Air. This task will require approximately 30 linear feet of CRES piping in 2-inch and 4-inch NPS, 4 linear feet of CU-NI piping in 1-inch and 1-1/2 inch NPS, 13 linear feet of Carbon Steel piping in sizes from 4-inch to 30-inch NPS, approximately 11 various valves (ball, globe, butterfly and swing-check) in sizes ranging from 1-inch to 14-inch NPS, approximately 47 fittings (flanges, tees, unions, couplings, etc.) in various sizes and materials and all associated materials necessary for providing pipe supports.

l. In accordance with drawing EHQ10939, FLT III PCM Utility Power Cable Installation, the Contractor shall provide all structural, electrical and construction materials required to accomplish the installations shown in the power cabling drawing. This phase will require the Contractor to procure and install approximately 6,250 linear feet of cable in various sizes, 7 termination kits, 3 motor connection kits, 9 breakout boots, various stuffing tubes, cable lugs, packing assemblies and fasteners.

1.2 REFERENCES

The drawings and publications listed below form a part of this specification to this statement of work. The publications are referred to within the text by the basic designation only. The installation of the components identified in this statement of work shall be in compliance with all applicable sections:

AMERICAN INSTITUTE OF STEEL CONSTRUCTION (AISC)

AISC 325 (2011) Steel Construction Manual

AMERICAN WELDING SOCIETY (AWS)

AWS D1.1/D1.1M (2015; Errata 1 2015; Errata 2 2016) Structural Welding Code - Steel

ASTM INTERNATIONAL (ASTM)

ASTM A325 (2014) Standard Specification for Structural Bolts, Steel, Heat Treated, 120/105 ksi Minimum Tensile Strength

SECTION 01 11 00 Page 3

IPC - ASSOCIATION CONNECTING ELECTRONICS INDUSTRIES (IPC)

IPC IPC/WHMAA-A-620B (2012) Requirements and Acceptance for Cable and Wire Harness Assemblies

NATIONAL ELECTRICAL MANUFACTURERS ASSOCIATION (NEMA)

NEMA VE 2 (2013; ERTA 2016) Cable Tray Installation Guidelines

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017) National Electrical Code

NAVSSESINST

NAVSSESINST 5100.14G (13 April 2010) Occupation Safety and Health Program Manual

U.S. DEPARTMENT OF DEFENSE (DOD)

MIL-STD-2003A (2009) Electric Plant Installation Standard Methods For Surface Ships And Submarines

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

29 CFR 1926 Safety and Health Regulations for Construction

SOCIETY FOR PROTECTIVE COATINGS (SSPC)

SSPC SP 2 (1982; E 2000; E 2004) Hand Tool Cleaning

SSPC SP 3 (1982; E 2004) Power Tool Cleaning

U.S. ARMY CORPS OF ENGINEERS (USACE)

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

1.3 DRAWINGS

NSWCPD Drawing No. EHQ10891, Rev. A, Flight III HV Shore Power Foundation Arrangement and Details.

NSWCPD Drawing No. EHQ10861, Rev. B, Switchboard Platform Arrangement & Details.

NSWCPD Drawing No. EHQ10886, Rev. B, IFTP Reconfiguration for FLT lll, Phase 3.

NSWCPD Drawing No. EHQ10956, Rev. A, LV Switchboard Platform Baseplate Modification.

NSWCPD Drawing No. EHQ10874, Rev. A, Flight III PCM 1, 2 and MPDU 1 Foundation Arrangement & Details.

NSWCPD Drawing No. EHQ10936, Rev. A, Flight III GTG1H & GTG3H Foundation

SECTION 01 11 00 Page 4

Installations.

NSWCPD Drawing No. EHQ10998, Rev. -, Flight III GTG1H/3H Facility Power Arrangement and Details.

NSWCPD Drawing No. EHQ10940, Rev. -, Flight III PCM 1 and 2 Installation.

NSWCPD Drawing No. EHQ11017, Rev. A, Flight III GTG Module Leakage Management Arrangement and Details.

NSWCPD Drawing No. EHQ10546, Rev. A, Flight III Equipment GTG Access Platform Arrangement and Details.

NSWCPD Drawing No. EHQ11007, Rev. -, Flight III Piping System Tie-in.

NSWCPD Drawing No. EHQ10939, Rev. D, Flight III PCM Utility Power Cable Installation.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule; G

Accident Prevention Plan; G

Task Order Specific App Addendum; G

SD-02 Shop Drawings

Reports, Completed Test Procedures With Results And Shop Drawings;

G

SD-03 Product Data

Vendor Warranties

SD-07 Certificates

Electrician Personnel Certifications

Non-Destructive Test Procedures (NDT)

NDT Personnel Qualifications; G

SD-08 Manufacturer's Instructions

Material And Safety Data Sheets

Vendor Manuals

SECTION 01 11 00 Page 5

1.5 NSWCPD RESPONSIBILITY

Clear access will be provided while work is in process.

1.6 SCOPE OF WORK

The following requirements are in addition of those specified throughout this specification.

1.6.1 General

Furnish supervision, labor, material, tools, specialized services and equipment necessary to perform all work described in this statement of work, drawings and the associated documents.

a. Prior to removal of any existing work the Contractor shall request tag-out and lock out support via NSWCPD. At no time shall the Contractor work without proper tag-out/lock-out. Verify that all cables and equipment has been de-energized prior to working on systems.

b. Prior to any welding, burning and grinding, protect cables, tray, conduit and electrical components etc. with fire blankets and other means of protection.

c. Field verify all tasks and dimensions prior to the start of work.

d. Install temporary fencing, barricades, signs, and other means of protection to keep unauthorized personnel from entering work area. PPE signs shall be posted throughout the entire work area.

e. Upon completion of the removal and modifications, modified electrical cables will be tested to demonstrate integrity and all new structural work will be inspected and certified as ready for equipment installation.

f. Conformance to testing, cleanliness and inspection requirements shall be demonstrated through the preparation of quality control documentation.

g. To the maximum extent possible, the new work shall be prefabricated at the Contractor's facility with final assembly of the system instrumentation tubing, instruments and gageboards performed on site in Building 77H.

h. This project involves equipment and material removal, heavy load handling, electrical power and lighting distribution, steel fabrication, steel erection, general construction and construction inspection.

i. At the end of each workday, remove all equipment, empty cans, rags, rubbish and other discarded paint material from the site. Dispose of trash and debris off-site in accordance with all applicable Federal, State and local laws and regulations.

j. Maintain all hereafter-specified data and records. Submit data and records to the COR for review and acceptance.

k. Report problems encountered, immediately to the COR.

SECTION 01 11 00 Page 6

1.6.2 SCHEDULE

a. Submit a detailed schedule within 5 days after Notice to Proceed.

b. The schedule shall be in accordance with Section 01 32 16 PROGRESS SCHEDULES. The following additional mandatory tasks shall be included on the schedule:

(1) Contractor and Government coordination tasks necessary for successful incorporation of Government Furnished - Contractor Installed equipment.

c. The Contractor shall ensure that their vendors meet schedules.

1.6.3 Additional Safety Requirements

a. Provide a dedicated Site Safety and Health Officer (SSHO) who has no other duties for this task order. The SSHO shall report to both the corporate Safety Officer and the onsite CQC System Manager and Superintendent.

b. Submit an Accident Prevention Plan (APP) that will cover the entire planned program of the Contract that is suitable as an overall plan for all task orders. This plan shall cover the requirements of EM 385-1-1 as they would apply to all task orders. Future Task orders would not require a full APP submittal. This APP submittal shall be a foundation reference document for Task Order Specific APP Plan Addendums.

c. Submit a Task Order Specific APP Addendum to the contract wide APP above. The Task Order specific APP shall address the specific tasks, hazards, staffing, and controls that relate directly to this task order and the task order features of work.

d. Comply with Electrical Safety procedures in accordance with 29 CFR 1926.

For additional information, refer to Chapter 12, of NAVSSESINST 5100.14G.

Where more stringent safety and occupational health standards are set forth in these requirements and regulations, the more stringent standards shall apply.

1.6.4 CQC Staffing

Provide a CQC System Manager who has no other duties, meeting the requirements in Section 01 45 00 QUALITY CONTROL. Additional designated support staff shall be determined by the Contractor in order to implement an effective CQC Program, but as a minimum, provide a rigging specialist, and an electrical specialist to support performance of CQC controls. The support staff may have other duties on the project, in addition to the CQC support role.

1.6.5 Additional Structural Requirements

Fabrication, welding and inspection of structural steel shall be in accordance with AWS D1.1/D1.1M and AISC 325. The following requirements shall also be performed:

a. Grind smooth all sharp corners and rough edges on all new steel.

b. Welding Electrodes shall be 70xx. NOTE: Welding Electrodes 6010 shall not be used. MIG welding process is acceptable in lieu of stick

SECTION 01 11 00 Page 7 process.

c. Structural steel bolted connections shall be made with a minimum 3/4-inch diameter ASTM A325 High Strength Bolts with standard holes.

d. Structural steel bolted connections shall have two bolts minimum.

e. All bolted structural members shall have the equivalent of 1 square inch of steel weld metal applied to across joints to assure electrical grounding.

f. All structure supports shall be cleaned and prepared in accordance with SSPC SP 2 or SSPC SP 3. The Contractor shall also follow the paint manufacturer's recommendations.

g. All carbon steel structures, upon completion of welding and weld inspection, shall have applied one coat of M.A.B. Rust-O-Lastic Anti-Corrosive Shop Primer Gray-073299 or Red-073299. Prime coat shall be 1.8-2.2 dry film thickness (DFT).

h. All carbon steel structures, after priming, shall have applied two finish coats of M.A.B. Rust-O-Lastic Finish (Alkyd) 074, ANSI 61, 7103 Gray or equal. Each coating shall be 1.8 to 2.2 dry film thickness

(DFT).

1.6.6 Additional Electrical Requirements

Refer to NFPA 70; MIL-STD-2003A; IPC IPC/WHMAA-A-620B, IEEE or ANSI standards for installation and testing requirements not covered in drawings, documents or specifications:

a. Install cables in accordance with the manufacturer's recommendations's to assure bend radius, pull tensions and side wall pressure limits are not exceeded.

b. Cable trays shall not…