Amendment_No._001.pdf

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

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

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

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

9.

INFORMATION

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP) 000001

National Park Service, Denver Service Center

12795 W. Alameda Parkway P.O. Box 25287 Denver, Colorado 80225-0287

Victoria Nosal 303-969-2203

GATE 195021

x 02/20/2015

P15PS00421

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

This is a Small Business Set Aside

The Amendment No. 001 to Solicitation P15PS00421 for the Repair of Storm Damage to

Hanger B at Floyd Bennett Field PMIS GATE 195021 is hereby issued to 1)answer offerors' questions; 2)update Davis Bacon Wage Rates; and provide Non-Invasive

Asbestos Survey Report for Hangar dated 06/20/2014. Proposals are due by 1600 MST, March 23, 2015.

11. The Contractor shall begin performance

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

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

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

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

10 180 calendar days and complete it within ________________ ________________ calendar days after receiving

03/23/2015

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

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

CODE FACILITY CODE

AMOUNTS

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

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

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

AMENDMENT NO.

DATE.

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

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document and return (Contractor is not required to sign this document.)

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

No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

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

BY

2PAGE OF

Aaron Adams

28. NEGOTIATED AGREEMENT 29. AWARD

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

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

P15PS00421/000001

Contracting Officer Aaron Adams aaron_adams@nps.gov

Contract Specialist Victoria Nosal victoria_nosal@nps.gov

Period of Performance: 04/20/2015 to 10/20/2015

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

General Decision Number: NY150003 03/06/2015 NY3

Superseded General Decision Number: NY20140003

State: New York

Construction Types: Building, Heavy, Highway and Residential

Counties: Bronx, Kings, New York, Queens and Richmond Counties in New York.

BUILDING & RESIDENTIAL CONSTRUCTION PROJECTS (includes single family homes and apartments up to and including 4 stories), HEAVY AND HIGHWAY CONSTRUCTION PROJECTS

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 1 01/09/2015 2 01/30/2015 3 03/06/2015

ASBE0012-001 12/30/2013

Rates Fringes

Asbestos Workers/Insulator Includes application of all insulating materials, protective coverings, coatings and finishes to all types of mechanical systems.....................$ 64.73 30.44

HAZARDOUS MATERIAL HANDLER.......$ 40.00 10.75

BOIL0005-001 01/01/2013

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BOILERMAKER......................$ 49.47 33%+22.87+a

FOOTNOTE:

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

BRNY0001-001 07/01/2013

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BRICKLAYER.......................$ 49.09 22.93

MASON - STONE....................$ 55.56 26.75

BRNY0001-002 06/01/2014

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Pointer, cleaner and caulker.....$ 39.67 28.34

BRNY0004-001 07/01/2014

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MARBLE MASON.....................$ 55.85 29.73

BRNY0007-001 07/01/2014

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TERRAZZO FINISHER................$ 47.28 32.16

TERRAZZO WORKER/SETTER...........$ 48.88 32.18

BRNY0020-001 07/01/2014

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MARBLE FINISHER..................$ 44.54 29.31

BRNY0024-001 07/01/2014

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BRICKLAYER

MARBLE POLISHERS............$ 38.96 23.00

BRNY0052-001 06/02/2014

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Tile Layer.......................$ 46.04 23.52

BRNY0088-001 06/01/2014

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TILE FINISHER....................$ 40.78 27.86

* CARP0001-009 07/01/2014

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CARPENTER

Carpenters & Soft floor layers......................$ 49.88 43.40

CARP0740-001 07/01/2014

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MILLWRIGHT.......................$ 48.44 49.83

CARP1456-004 07/01/2014

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Dock Builder & Piledrivermen

DOCKBUILDERS................$ 48.35 45.07

CARP1456-005 07/01/2014

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Diver Tender.....................$ 43.45 45.07 Diver............................$ 61.30 45.07

CARP1536-001 07/01/2014

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Carpenters:

TIMBERMEN...................$ 44.33 44.34

ELEC0003-001 05/14/2014

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ELECTRICIAN

Electricians................$ 53.00 27.06 Jobbing, and maintenance and repair work.............$ 25.30 15.13+a

PAID HOLIDAYS:

a. New Years Day, Martin Luther King, Jr.'s Birthday, Washington's Birthday, Memorial Day, Independence Day, Labor Day, Columbus Day, Election Day, Thanksgiving Day, the day after Thanksgiving Day, and Christmas Day

ELEC1049-001 03/30/2014

QUEENS COUNTY

Line Construction (Substation and Switching structures pipe type cable installation and maintenance jobs or projects;

Railroad electrical distribution/transmission systems maintenance (when work is not performed by railroad employees) Overhead and Underground transmission/distribution line work. Fiber optic, telephone cable and equipment) Groundman...................$ 29.71 18.9 Heavy Equipment Operator....$ 39.62 21.55 Lineman and Cable Splicer...$ 49.52 24.28 Tree Trimmer................$ 23.06 28.5%+9.75

ELEV0001-002 03/17/2013

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ELEVATOR MECHANIC

Elevator Constructor........$ 57.01 27.605+a+b Modernization and Repair....$ 45.14 27.455+a+b

FOOTNOTE:

a. PAID HOLIDAYS: New Year's Day, Good Friday, President's Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Veteran's Day, Thanksgiving Day, Friday after Thanksgiving, and Christmas Day.

b. PAID VACATION: An employee who has worked less than 5 years shall recieve vacation pay credit on the basis of 4% of his hourly rate for all hours worked; an employee who has worked 5 to 15 years shall receive vacation pay credit on the basis of 6% of his hourly rate for all hours worked;

an employee who has worked 15 or more years shall receive vacation pay credit on the basis of 8% of his hourly rate for all hours worked.

ENGI0014-001 07/01/2013

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Pavement equipment operator Asphalt Plants..............$ 54.17 28.65+a Asphalt roller..............$ 64.04 28.65+a Asphalt spreader............$ 65.76 28.65+a Power Equipment Operator

(HEAVY & HIGHWAY)

GROUP 1....................$ 85.00 28.65

GROUP 10...................$ 61.53 28.65

GROUP 11...................$ 57.46 28.65

GROUP 12...................$ 58.74 28.65

GROUP 13...................$ 59.21 28.65

GROUP 14...................$ 44.63 28.65

GROUP 15...................$ 41.44 28.65

GROUP 2....................$ 70.10 28.65

GROUP 3....................$ 72.34 28.65

GROUP 4....................$ 70.63 28.65

GROUP 5....................$ 69.23 28.65

GROUP 6....................$ 66.45 28.65

GROUP 7....................$ 67.70 28.65

GROUP 8....................$ 65.76 28.65

GROUP 9....................$ 64.34 28.65

Steel erector Compressors, Welding Machines....................$ 41.84 28.65 Cranes, Hydraulic Cranes, 2 drum derricks, Forklifts, Boom Trucks......$ 70.50 28.65 Three drum derricks.........$ 73.37 28.65 Utility Laborer Horizontal Boring Rig.......$ 62.53 28.65 Off shift compressors.......$ 51.93 28.65 Utility Compressors.........$ 41.18 28.65

POWER EQUIPMENT OPERATOR CLASSIFICATIONS

GROUP 1: Tower crane

GROUP 2: Backhoes, power shovel, Hydraulic clam shells, moles and machines of a similar type

GROUP 3: Mine hoists and crane, etc. used as mine hoists

GROUP 4: Gradalls, keystones, cranes (with digging buckets), bridge cranes, trenching machines, vermeer cutter and machines of a similar nature

GROUP 5: Piledrivers, derrick boats, tunnel shovels

GROUP 6: All drills, and machines of a similar nature

GROUP 7: Back filling machines, cranes, mucking machines, dual drum pavers

GROUP 8: Mixers (concrete w/loading attachments), concrete pavers, cableways, land derricks, power house (low pressure units), concrete pumps

GROUP 9: Concrete plants, well drilling machines, stone crushers double drum hoist, power house (other than above)

GROUP 10: Concrete mixers

GROUP 11: Elevators

GROUP 12: Concrete breaking machine, Hoists (single drum), load masters, locomotive and dinkies over 10 tons

GROUP 13: Vibratory console

GROUP 14: Compressors (portable 3 or more in battery), tugger machine (caissons), well point pumps, chum drill

GROUP 15: Boilers, (high pressure, compressors (portable, single, or 2 in battery, not over 100' apart), pumps (river cofferdam and welding machines (except where arc is operated by members of local 15) push button machines, all engines irrespective of power (power pac) used to drive auxilliary equipment, air, hydraulic etc.

PREMIUMS ON CRANES (Crawler or Truck):

100' to 149' boom - add .50 150' to 249' boom - add .75 250' to 349' boom - add 1.00 350' to 450' boom - add 1.50

Premiums for Cranes on Steel Erection:

100' to 149' boom - add 1.75 150' to 249' boom - add 2.00 250' to 349' boom - add 2.25 350' to 450' boom - add 2.75 Tower crane - add 2.00

FOOTNOTE:

a. Paid Holidays: New Year's Day; Lincoln's Birthday;

Washington's Birthday; Memorial Day; Independence Day;

Labor Day; Veterans Day; Columbus Day; Election Day;

Thanksgiving Day; and Christmas Day; provided the employee works one day the payroll week in which the holiday occurs.

ENGI0014-002 07/01/2013

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Power Equipment Operator

BUILDING & RESIDENTIAL

GROUP 1....................$ 65.83 28.65+a GROUP 2....................$ 69.74 28.65+a GROUP 3....................$ 63.58 28.65+a GROUP 4....................$ 57.82 28.65+a GROUP 5....................$ 43.28 28.65+a

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

GROUP 1: Double drum

GROUP 2: Stone derrick, cranes, hydraulic cranes, boom trucks

GROUP 3: 4 pole Hoist, Single Drum Hoists

GROUP 4: Fork lift, house cars, plaster (platform machine), plaster bucket, concrete pump and all other equipment used for hoisting material

GROUP 5: Compressors, welding machines (cutting concrete work), paint spraying, sand blasting, pumps (with the exclusion of concrete pumps), house car (settlement basis only), all engines irrespective of power (power pac) used to drive auxiliary equipment, air, hydraulic, etc., boilers

Premiums for Cranes:

100'-149' boom - add 1.75 150'-249' boom - add 2.00 250'-349' boom - add 2.25 350'-450' boom - add 2.75 Tower cranes add 2.00

FOOTNOTE:

a. PAID HOLIDAYS: New Year's Day, Lincoln's Birthday, Memorial Day, Independence Day, Labor Day, Veteran's Day, Columbus Day, Election Day, Thanksgiving Day, and Christmas Day, provided the employee works one day in the payroll week in which the holiday occurs

IRON0040-002 01/01/2015

BRONX, NEW YORK, RICHMOND

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IRONWORKER, STRUCTURAL...........$ 48.25 66.32

IRON0046-003 07/01/2014

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IRONWORKER

METALLIC LATHERS AND

REINFORCING IRONWORKERS.....$ 40.60 30.56

IRON0197-001 06/01/2013

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IRONWORKER

STONE DERRICKMAN............$ 41.00 36.57

IRON0361-002 01/01/2015

KINGS, QUEENS

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Ironworkers:

(STRUCTURAL)................$ 48.25 66.32

IRON0580-001 07/01/2014

IRONWORKER, ORNAMENTAL...........$ 42.70 44.35

LABO0006-001 07/01/2013

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LABORER (Cement and Concrete Workers).........................$ 42.38 20.52

LABO0029-001 07/01/2013

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Laborers:

Heavy Blasters (hydraulic trac drill).....................$ 41.30 29.10 Blasters...................$ 40.55 29.10 Hydraulic Trac Drill.......$ 29.92 29.10 Jackhammers, Chippers, Spaders, Concrete Breakers, All Other Pneumatic Tools, Walk Behind Self-Propelled Hydraulic Asphalt and Concrete Breaker...........$ 34.64 29.10 Powder Carriers............$ 31.08 29.10 Wagon; Airtrac; Quarry Bar Drill Runners..........$ 35.07 28.00

LABO0078-001 02/01/2013

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LABORERS

BUILDING CONSTRUCTION

ASBESTOS (Removal, Abatement, Encapsulation or Decontamination of asbestos); LEAD; &

HAZARDOUS WASTE LABORERS

(Hazardous Waste, Hazardous Materials, Biochemical and Mold Remediation, HVAC, Duct Cleaning, Re-spray Fireproofing, etc).........$ 35.90 14.75

LABO0079-001 01/01/2015

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Laborers Building Construction Demolition Laborers Tier A.....................$ 37.30 23.96 Tier B.....................$ 26.20 17.82

Mason Tenders...............$ 38.47 24.88

CLASSIFICATIONS

TIER A: Responsible for the removal of all interior petitions and structural petitions that can consist of sheet rock, block or masonry. Also, all structural slab openings for ducts, mechanical, shafts, elevators, slab openings and exterior walls where the building is not being completely demolitioned.

TIER B: Responsible for shoveling of debris into containers, pushing containers from the inside to the outside of the building.

LABO0147-001 07/01/2013

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LABORERS (FREE AIR & TUNNEL).....$ 52.23 37.23

Maintenance Men, Inside Muck Lock Tenders, Pump Men, Electricians, Cement Finishers, Caulkers, Hydraulic Men, Shield Men, Monorail Operators, Motor Men, Conveyor Men, Powder Carriers, Pan Men, Riggers, Chuck Tenders, Track Men Painters, Nippers, Brakemen, Cable Men, Hose Men, Grout Men, Gravel Men, Form Workers, Concrete Workers, Tunnel Laborers, Mole Nipper (one (1) Mole Sipper per Working Shaft per Shift for up to and including Two (2) Moles

LABO0731-001 07/01/2014

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LABORER

Building, Heavy and Residential Construction LABORER: (Asbestos, Lead, Hazardous Waste Removal (including soil)/CEMENT/CONCRETE......$ 39.85 34.78

UTILITY LABORER............$ 39.70 34.78

Paid Holidays: Labor Day and Thanksgiving Day

LABO1010-001 07/01/2011

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Laborers:

HIGHWAY CONSTRUCTION

Fence Installer & Repairer.$ 38.34 30.25

FORMSETTERS................$ 42.21 30.25

LABORERS...................$ 38.34 30.25

Landscape Planting &

Maintenance................$ 38.34 30.25 Maintenance Safety Surface.$ 38.34 30.25 Slurry/Sealcoater/Play Equipment Installer........$ 38.34 30.25 Small Equipment Operator (Not Operating Engineer)...$ 38.34 30.25 Small Power Tools Operator.$ 38.34 30.25

FOOTNOTES:

a. PAID HOLIDAYS: Memorial Day, Fourth of July, Labor Day, Columbus Day, Election Day and Thanksgiving Day, provided the employee has worked one (1) day in the calendar week in which the said holiday occurs.

LABO1010-002 07/01/2011

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Laborers-Asphalt Construction:

Micro Paver.................$ 44.86 30.25 Raker.......................$ 44.37 30.25 Screedperson................$ 44.86 30.25 Shoveler (Production Paving Only)................$ 41.08 30.25 Small Equipment Operator (Asphalt)...................$ 41.08 30.25

PAIN0009-001 11/01/2014

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GLAZIER..........................$ 42.85 27.09

PAINTER

Painters, Drywall Finishers, Lead Abatement Worker......................$ 41.75 20.87 Spray, Scaffold and Sandblasting................$ 46.75 21.87

PAIN0806-001 10/01/2014

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Painters:

Structural Steel and Bridge.$ 48.75 35.63

PAIN1974-001 12/26/2012

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Painters:

Drywall Tapers/Pointers.....$ 43.82 22.01

PLAS0262-001 02/01/2012

PLASTERER........................$ 40.78 26.80

PLAS0262-002 02/01/2012

KINGS AND QUEENS COUNTIES

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PLASTERER........................$ 40.78 26.80

PLAS0780-001 07/01/2014

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CEMENT MASON/CONCRETE FINISHER...$ 45.88 39.70

* PLUM0001-001 01/01/2015

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PLUMBER

MECHANICAL EQUIPMENT AND

SERVICE

Any repair and/or replacement of the present plumbing system that does not change the existing roughing..........$ 38.77 13.34

PLUMBERS:...................$ 65.27 26.8

PLUM0638-001 06/27/2012

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PLUMBER

SERVICE FITTERS.............$ 26.30 2.55

SPRINKLER FITTERS,

STEAMFITTERS................$ 51.25 49.54

Service Fitter work shall consist of all repair, service and maintenance work on domestic, commercial and industrial refrigeration, air conditioning and air cooling, stoker and oil burner apparatus and heating apparatus etc., including but not exclusively the charging, evacuation, leak testing and assembling for all machines for domestic, commercial and industrial refrigeration, air conditioning and heating apparatus. Also, work shall include adjusting, including capacity adjustments, checking and repairing or replacement of all controls and start up of all machines and repairing all defects that may develop on any system for domestic, commercial and industrial refrigeration and all air conditioning, air cooling, stoker and oil burner apparatus and heating apparatus regardless of size or type.

ROOF0008-003 07/01/2014

ROOFER...........................$ 40.70 25.14

SHEE0028-002 07/31/2014

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SHEET METAL WORKER

BUILDING CONSTRUCTION.......$ 50.91 36.70

RESIDENTIAL CONSTRUCTION....$ 27.22 16.48

TEAM0282-001 07/01/2014

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TRUCK DRIVER

Asphalt.....................$ 39.34 41.6025+a Euclids & Turnapulls........$ 38.875 41.6025+a High Rise...................$ 47.01 41.6025+a

FOOTNOTES:

PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial Day, Independence Day, Labor Day, Columbus Day, Election Day, Veterans' Day (Armistice Day), Thanksgiving Day, Day after Thanksgiving and Christmas Day. Employees working two (2) days in the calendar week in which a holiday falls are to be paid for such holiday, provided that they shape each remaining workday during such calendar week.

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

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

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

(weighted union average rate).

Union Rate Identifiers

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

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

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

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and 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

United States Department of the Interior

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

12795 W. Alameda Parkway P.O. Box 25287

Denver, Colorado 80225-0287

IN REPLY REFER TO:

March 6, 2015

Reference: GATE 195021 - Rehabilitate Hangar B at Floyd Bennett Field

Subject: Amendment No. 001 Questions & Answers

Please find below responses to questions in red.

1. Per General Note #3 on sheet G1, work is to be coordinated with NPS to avoid damage to existing historic aircraft within hangar. Are any protective measures to be included in contractors cost for protection fo aircraft? Will the aircraft be relocated for contractor to safely perform roof demolition operations (ie: wood deck removal)? - The National Park Service will move the historic planes to one side of the hangar while work is being completed on the opposite portion of the structure.

NPS will then move the planes to the side where work is complete so that the remaining section of the building can be completed. The Contractor shall be responsible for coordinating the schedule of work with NPS staff and assuring the planes will not be disturbed. Using this method, there should be no reason the contractor would need to incur costs for temporary protection of the planes.

2. Per abatement spec, roofing abatement is not part of scope. Please confirm Owner will be having this performed separately, or by a potentially requested unit price. - Owner is not performing any abatement. As per specification section division 2 and construction drawings, ACM has been identified on the existing canopy roofs in the transite panels. Contractor is fully responsible for all hazardous material abatement on this project.

3. Section 2/A11 is called out as "TYP" on sheet A6. This section on A11 seems to indicate the required detail if Option A is taken. If Option A is not taken, this detailed wouldn’t apply. Please confirm, or clarify. - Reference wall section B/A11 for basic scope verses option A at west lean-to wall.

4. Drawing A4 notes replacement of light fixture lamps, however there is no specification for electrical work. Please confirm this is part of the contract scope. - As per construction drawing A4, contractor is responsible to re-lamp existing fixtures as identified in key note #1 and #2.

5. At areas where additional glass pane breakage is indicated, is the percentage to be applied to the amount already indicated to be replaced, or the entire existing glass area. - The additional glass pane breakage percentage should be applied to the amount called out to be replaced.

6. Please confirm painting of interior / exterior hangar door upper portions includes window mullions (both horizontal & vertical members). - Interior and exterior of doors including the window mullions is included.

7. Please clarify whether only unit prices are to be provided for concrete wall repairs (details 2 & 3 on S6), OR whether unit prices, as well as the lump sum amount for repair quantities listed at details are to be provided. Lump sum amount is assumed to be a part of the overall bid in second scenario. - For the purpose of bidding, the repair quantities called out in the details should be bid on as a lump sum amounts. Unit prices should be provided in case the actual quantities turn out to be either more or less than the assumed quantities once all conditions are exposed.

8. Please clarify whether east lean-to window sills are to be cast-in-place or precast. Sheet S1 calls these sills to be "C.I.P.", whereas sheet S7 calls to be precast.- East Lean-to window sills should be pre-cast.

9. Detail 1 on A10 indicates new metal roof flashing to be installed behind existing panels. For this to occur, removal of the panels will be required; please confirm. - If flashing cannot be slipped in behind and secured with the asbestos containing transite panel in place, then extreme care must be exercised to not disturb or damage the panel during removal and reinstallation.

10. Please clarify spacing of unistrut post at roof per detail 4/A10. Is this post assembly to be installed at each leader or are other spacing requirements to be followed? - As per keynote W9 on A5, the spacing should be 8’-0” O.C.

11. Page 9 of 132 of the attachment titled "P15PS00421.pdf" lists several items which are not called out in the contract documents. Unless clarified, it will be assumed these are part of other projects at this building. Items not clear in the documents include:

a). West Lean-to Interior - Clean area (two floors)…Replace water damaged walls and removed water damaged ceilings (6) Not in scope.

b). West Lean-to Roof - …repair steel… (7) Drawings indicate to scrape and paint top of steel flanges only True for roof steel under roof deck.

c). East Lean-to Roof - …repair steel… (8) Drawings indicate to scrape and paint top of steel flanges only True for roof steel under roof deck.

d). Miscellaneous Repairs - …repair or replace tracks [hangar doors](10,d) We did not call for replacement of tracks, only removal of rust, cleaning and greasing.

f). Miscellaneous Repairs - Repair interior hanging lights to be operational (10,f)Drawings indicate to relamp only -- no repairs to fixtures. There is no electrical spec. As per question #4, only relamping is called for.

12. Please clarify glass types to be installed at the following locations -- Drawings / specs do not clearly note which glass type goes where, just the different glass types:

a). Clerestory windows - Clear tempered glass to match existing thickness, ¼” minimum b). Replacement aluminum windows - 1” insulated glass units.

c). Restored steel windows- Clear tempered glass to match existing thickness, ¼” minimum d). Monitor windows - Clear tempered glass to match existing thickness, ¼” minimum

13. Please clarify scope of Key Note M1 on sheet A5. As part of this item, will the assumed 9,300SF be sealed, primed and painted, OR just the locations that are patched with corrugated aluminum to be primed/painted to match?- It should be assumed that 9,300 SF of transite paneling will need to be patched with aluminum paneling, sealed, primed and painted. Locations may be discovered that are not necessarily shown on the drawings.

14. Please clarify scope required for making hangar doors operational, per note on sheet A1. Please confirm this is limited to cleaning of rust, greasing tracks and installing weather stripping per drawings. - Same questions as 11d. Scope is limited to the contract documents.

15. Can the north tunnel water being removed be discharged on-site? If so, will it need to be run through a frac tank? - North tunnel contains rain water that may have traces of oil and must be disposed of off site.

16. Please provide approximate dimensions of north tunnel (specifically depth). - Tunnel is shown on the floorplans and runs the length of the building with an approximate depth of 6 feet.

17. Please clarify scope relating to vent piping thru roof at East lean-to. Sheet DM1 indicates to "cut off and cap exg vent below roof deck, typ at E-Lean-to". Sheet A3 indicates existing vent pipe. Is the intent to cut off the vent pipes and then install new vent pipes from below the roof to above the roof OR to leave the existing vent pipes in place? - At the East Lean-to the intent is to cut off existing vent pipes below roof level and cap, leaving them in place. No new vent pipes are in scope nor will the existing vent pipes penetrate the new roof.

18. Please clarify spacing for drilling holes at upturned channel of monitors to be drilled. Sheet S4 indicates

8' OC, whereas detail 1/S3 indicates 8" OC. - As per Sheet S4, the spacing of the drainage holes should be 8 feet on center.

19. Regarding Hangar Doors:

A. What does greasing the steel tracks involve? Grease on the bottom tracks will not help the doors move easier. It will also create a mess that will attract dirt and get on anyone pushing the doors.

B. Does removal of rust mean sand blasting? Is there lead based paint on the door tracks?- Scope of work to clean and grease hangar doors is noted on 3/A12. Tracks are not painted.

20. Please clarify the amount of on-site personnel the contractor is required to have. Are any of the below responsibilities able to be shared across contractor staff? And are they required full-time?

- Contractor's Environmental Manager (01 31 00, 1.8, A) Quality Control Supervisor (01 40 00, 1.5, B) -- Can this individual be the project supervisor, if qualified?

- Required on-site personnel responsibilities can be performed by the same individual if qualified.

21. The SF 1413 requires the proposal to be submitted on 3/23/15. The RFP documents requires the proposal to be submitted on 3/20/15. What is the response date? –Proposals are due no later than 4:00 PM MST on 3/23/15.

22. The hanger door bottom rails are severally deteriorated in several locations. It was hard to really see how bad they were with the ice that had built up around them. Per drawing sheet A1, it calls for rust removal and greasing of steel tracks. You should not grease these tracks because it would be safety issue and that is not a standard in the hanger door industry. There are 2 ways of replacing these tracks.

Option 1- demo the concrete to approx. 10” below finished floor, replace supports and rails and then re-pour new concrete. This is quite expensive and may not need to be done.

Option 2- saw cut and replace the bottom rail sections only. This can be done by removing the rail only and reinstalling new rails on the existing supports. We will then install grout around the new rail and form to the existing. Much cheaper then option 1.

Again, it is very hard to tell how many linear feet need to be replaced with the amount of ice that was built up in the rail. Would either one of these options be expectable? - The scope calls out to repair or replace the hangar door tracks. The intent is severely damaged track that cannot be cleaned will be replaced in kind.

23. We suggest replacing all the bottom wheels and bearings. Many of the bottom wheel flanges are rolling over and the doors are going to come off the rails in the future. Some of the doors have pickup brackets on them. Do you want all new pickup brackets installed? - Scope of work on hangar doors is limited to the contract documents.

24. Some of the contractors would like another site visit, is there someone at the hanger we may contact to set up a date and time? - The Pre-bid meeting was held on 3/2/15 and there are no additional site visits.

25. The roof drawings doesn’t show ½ recovery boards. This is required by manufactures for warranties, Should the entire roof be covered with ½ recovery board? Scope of work on the roof is limited to the contract documents.

26. Section 52.219-4 refers to Price Evaluation Preference for HUBZone Small Business Concerns. We are not located in a HUBZone. Does this mean that 10 per cent will be added to our bid price? Per Section 52.219-4, the price evaluation preference is for HUBZone Small Business Concerns. The definition was a HUBZone Small Business Concern is found in FAR Part II, “a HUBZone Small Business Concern is a small business concern that appears on the List of Qualified HUBZone Small Business Concerns maintained by the Small Business Administration”.

Corporate HQ: 3015 DUMBARTON ROAD RICHMOND, VA 23228 USA T 804.264.2701 F 804.264.1202 www.fandr.com

VIRGINIA • NORTH CAROLINA • SOUTH CAROLINA • MARYLAND • DISTRICT OF COLUMBIA

A Minority-Owned Business

13 under

FROEHLING & ROBERTSON, INC.

Engineering Stability Since 1881

22923 Quicksilver Drive, Suite 111 Dulles, Virginia 20166 I USA

T 703.996.0123 I F 703.996.0124

NON-INVASIVE ASBESTOS SURVEY REPORT

Floyd Bennett Field

Hangar B Brooklyn, New York

Prepared For:

Mr. George Beckwith

Beyer Blinder Belle 41 E 11th Street

New York, NY 10003

Prepared By:

Froehling & Robertson, Inc.

22923 Quicksilver Drive, Suite 111 Dulles, Virginia 20166

F&R Project Number 72S-0067

June 20, 2014

Prepared by: Reviewed by:

Andre Steuer Christopher Burkhardt Industrial Hygienist Senior Project Manager Environmental Services Environmental Services

Floyd Bennett Field Hangar B F&R Project Number 72S-0067 June 20, 2014

TABLE OF CONTENTS

NON-INVASIVE ASBESTOS SURVEY REPORT

1.0 Introduction

2.0 Asbestos-Containing Material (ACM)

2.1 Methodology

2.2 Results

2.3 Conclusions and Recommendations

2.3.1 Friable Asbestos-Containing Materials

2.3.2 Non-friable Asbestos-Containing Materials

2.3.3 Suspect/Presumed Asbestos-Containing Materials

2.4 EPA / NESHAP Regulations for Asbestos Containing Materials

3.0 Limitations

Appendix A – Asbestos Documentation, Laboratory Reports

Appendix B – Photo Log

1.0 Introduction

As authorized by Mr. George Beckwith of Beyer, Blinder, Belle, Froehling & Robertson, Inc.

(F&R) personnel performed a limited, non-invasive asbestos survey at Hangar B located at Floyd Bennett Field in Brooklyn, New York on June 10, 2014. The scope of work was limited to the interior of the west side second floor and the roof as directed by the proposed emergency stabilization planned for the Hangar. The sampling was performed by Mr. Andre Steuer, Industrial Hygienist with F&R.

2.0 Asbestos-Containing Material (ACM)

2.1 Methodology

For this project, a visual, non-invasive survey and sampling for suspect asbestos containing materials was conducted at the above referenced site, as specified by the Client. All samples were collected by an EPA trained asbestos inspector and submitted to EMSL Laboratories a NVLAP Accredited Asbestos Laboratory, located in Beltsville, Maryland. The stop positive method of analysis was utilized, whereas if one sample from a homogenous group is determined to be asbestos-containing, additional samples from that homogenous group are not analyzed. A total of sixty-two (62) sample layers were collected and then analyzed using Polarized Light Microscopy (PLM) following EPA Method 600/R-93/116.

2.2 Results (Refer also to Appendix A for Laboratory Reports)

Table I: F&R’s Testing Results – June 12, 2014

Sample # Sample Location Sample Type Analytical Results

1A-1C Exterior Hangar Doors Window Caulk NAD

2A-2C Building Exterior Transite Siding 25% Chrysotile

3A-3C Second Floor Transite Railing 30% Chrysotile

4A-4C Second Floor Offices Cream Floor Tile (12”x12”) and Mastic 2% Chrysotile 6% Chrysotile

5A-5C Second Floor Offices Cream Floor Tile (12”x12”) and Mastic 3% Chrysotile 5% Chrysotile

6A-6C Second Floor Offices Green Floor Tile (12”x12”) and Mastic (yellow) < 1% Chrysotile

NAD

Table I: F&R’s Testing Results – June 12, 2014

Sample # Sample Location Sample Type Analytical Results

7A-7C Second Floor Hallway Drywall

Joint Compound

NAD

8A-8C Second Floor Ceiling 2’x4’ Fissure Ceiling Tile

Wooden Fiber Board

NAD

NAD

9A-9C Lower Roof Top Layer

Asphalt NAD

10A-10C Lower Roof

Middle Layer Insulation NAD

11A-11C Lower Roof

Bottom Layer Insulation NAD

12A-12C Middle Roof

Top Layer Asphalt NAD

13A-13C Middle Roof Middle Layer

Insulation

14A-14C Middle Roof

Bottom Layer Insulation NAD

15A-15C Middle Roof Decking Under Bottom Roof

Layer

16A-16C Top Roof Top Layer

Asphalt NAD

17A-17C Top Roof

Second Layer Insulation NAD

19A-19C Top Roof

Bottom Layer Asphalt Shingle NAD

20A-20C Second Floor Window Caulk NAD

21A-21C Top Roof Fill Material in Corrugated

Transite Siding 8% Chrysotile

Key:

NAD – No Asbestos Detected

2.3 Conclusions and Recommendations

2.3.1 Friable Asbestos-Containing Materials

Friable asbestos-containing materials were not detected during this site visit.

2.3.2 Non-friable Asbestos-Containing Materials

Transite Siding and Railing: 20%-30% Chrysotile

Asbestos was detected in the samples collected of the transite siding and railing on the exterior of the hangar and the second floor railing, during F&R’s June 10, 2014 site visit. This material is classified as a Category II Non-friable Asbestos-Containing Material by the United States Environmental Protection Agency (USEPA) under the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR 763. This material was observed to be in good condition at the time of the survey. All transite panels on the exterior and interior of the hangar should be assumed to contain asbestos. Approximately 4,800 square-feet of this material is expected to be removed as part of the emergency stabilization at the Hangar. The remaining transite is not expected to be impacted

Floor Tile and Mastic: 2%-6% Chrysotile

Asbestos was detected in the samples collected of the floor tile and mastic on the second floor of the west side of the hangar, during F&R’s June 10, 2014 site visit. This material is classified as a Category II Non-friable Asbestos-Containing Material by the United States Environmental Protection Agency (USEPA) under the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR 763. This material was observed to be in good/fair condition at the time of the survey. All floor tile and associated mastic on the west side second floor should be assumed to contain asbestos. Approximately 18,000 square-feet of this material is expected to be removed as part of the emergency stabilization at the Hangar.

Fill Material in Corrugated Transite Siding 8% Chrysotile

Asbestos was detected in the sample collected of the fill material in some of the ridges on the transite panels on the roof and exterior of the structure, during F&R’s June 10, 2014 site visit.

This material is classified as a Category II Non-friable Asbestos-Containing Material by the United States Environmental Protection Agency (USEPA) under the National Emission Standards for Hazardous Air Pollutants (NESHAP), 40 CFR 763. This material was observed to be in good condition at the time of the survey. Any filling located within the ridges of the transite panels should be assumed to contain asbestos. An unknown quantity of this is provided as not all ridges had this fill material.

2.3.3 Suspect/Presumed Asbestos-Containing Materials

All other suspect/presumed materials in the building are assumed to be asbestos containing material until sampling is conducted.

Note: If during renovation/demolition, work is performed that will impact any suspect/presumed materials, including those located behind solid walls and/or above solid ceilings and the exterior that have not been sampled, it is recommended that these materials be sampled by a Virginia Licensed Asbestos Inspector prior to disturbance.

2.4 EPA / NESHAP Regulations for Asbestos Containing Materials

The U.S. Environmental Protection Agency promulgated the National Emission Standards for Hazardous Air Pollutants (NESHAP) [40 CFR Part 61], which addresses the application, removal, and disposal of asbestos-containing materials (ACM). Under NESHAP the following categories are defined for asbestos-containing materials:

Friable - When dry, can be crumbled, pulverized, or reduced to powder by hand pressure.

Non-friable - When dry, cannot be crumbled, pulverized, or reduced to powder by hand pressure.

Category I Non-friable ACM - Packings, gaskets, resilient floor coverings, and asphalt roofing products containing more than 1% asbestos.

Category II Non-friable ACM – Any material, excluding Category I Non-friable ACM, containing more than 1% asbestos.

Regulated Asbestos Containing Material (RACM) – One of the following:

1. Friable ACM

2. Category I Non-friable ACM that has become friable.

3. Category I Non-friable ACM that will be or has been subjected to sanding, grinding, cutting, or abrading.

4. Category II Non-friable ACM that has a high probability of becoming, or has become, friable by the forces expected to act on the material in the course of demolition or renovation operations.

Under NESHAP, the following actions are required:

1. Prior to the commencement of demolition or renovation activities, the building owner must inspect the affected facility or part of the facility where the demolition or renovation activities will occur for the presence of asbestos.

2. Remove all RACM from the facility before any activity begins that would break up, dislodge, or similarly disturb the material or preclude access for subsequent removal.

3. RACM need not be removed if:

a) It is Category I non-friable ACM that is not in poor condition.

b) It is on a facility component that is encased in concrete or other similar material and is adequately wet whenever exposed.

c) It was not accessible for testing and was therefore not discovered until after demolition began and because of the demolition the material cannot be safely removed.

d) It is Category II non-friable ACM and the probability is low that the material will become crumbled, pulverized, or reduced to powder during demolition.

4. If Category I and Category II Non-Friable ACM’s stay in-place during demolition, then all demolition debris should be disposed of at a landfill that accepts these wastes.

Furthermore, if these materials stay in-place during demolition, then some building materials may not be able to be recycled.

3.0 Limitations

This report has been prepared for the exclusive use of Beyer Blinder Belle. This service was performed in accordance with generally accepted environmental practices. No other warranty, expressed or implied, is made. Our conclusions and recommendations are based, in part, upon information provided to us by others and our site observations. We have not verified the completeness or accuracy of the information provided by others, unless otherwise noted. Our observations and recommendations are based upon conditions readily visible at the site at the time of our site visit, and upon current industry standards. During F&R’s inspection, accessible areas were visually surveyed for the presences of suspected ACM. Inaccessible areas, such as behind ceilings or walls may not have been surveyed and therefore suspected ACM may not have been identified. Areas inspected for suspect ACM were limited to those designated by the scope of services.

During this study, suspect hazardous material samples were submitted for laboratory analysis.

As with any similar survey of this nature, actual conditions exist only at the precise locations from which suspect samples were collected. Certain inferences are based on the results of this sampling and related testing to form a professional opinion of conditions in areas beyond those from which the samples were collected. No other warranty, expressed or implied, is made.

Under this scope of services, F&R assumes no responsibility regarding response actions (e.g.

O&M Plans, Encapsulation, Abatement, Removal, Notifications, etc.) initiated as a result of these findings. F&R assumes no liability for the duties and responsibilities of the Client with respect to compliance with these regulations. Compliance with regulations and response actions are the sole responsibility of the Client and should be conducted in accordance with local, state, and/or federal requirements and should be performed by appropriately qualified and licensed-personnel, as warranted.

Froehling & Robertson, Inc. by virtue of providing the services described in this report, does not assume the responsibility of the person(s) in charge of the site, or otherwise undertake responsibility for reporting to any local, state, or federal public agencies any conditions at the site that may present a potential danger to public health, safety, or the environment. The Client agrees to notify the appropriate local, state, or federal public agencies as required by law, or otherwise to disclose, in a timely manner, any information that may be necessary to prevent any danger to public health, safety, or the environment. The contents of the report should not be construed in any way as a recommendation to purchase, sell, or develop the project site.

APPENDIX A

ASBESTOS LABORATORY REPORTS

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