3rd Change Order 05/10/2023 MONROECOUNTY/ENGtN RING/DQ g AG T
CONTRACT CHANGE ORDER
PROJECT TITLE: Commercial Apron Expansion and Mitigation CHANGE ORDER NO: 3
INITIATION DATE: 3/5/2023
TO CONTRACTOR: Charley Toppino& Sons CONTRACT DATE: 10/19/22
The Contract is changed as follows:
The original Contract Sum ................................................................ .... ..,.,..,,.,,$17,166,179.68
Net change by previously authorized Change Order ....................... $1,325,062.11
The Contract Sum prior to this Change order was................... ....................... ._.....,..,.,$18,491,241.79
The Contract Sum is (increased) by this Change Order 3 $ 741,713.40
The Revised 1 Contract Sum including this Change Order ....,..,.,................................... $19,232,955.19
The Engineered Material Arresting System (EMAS) located in the Runway 9 Safety Area at Key West International Airport
was damaged beyond repair due to Hurricane Ian. Due to the importance that this safety system provides to aircraft
landing and departing on the runway it was imperative that this system be replaced as an emergency response.
During the October 19, 2022, the BOCC gave approval to waive purchasing procedures to issue a purchase order to
procure the EMAS material for the replacement of the damaged system. The removal and replacement of this system will
be done in a phased approach. This phased approach is required to maintain a level of safety at the airport while
accommodating the manufacturing and delivery schedule of the EMAS material.
Under the first phase, the initial 14 rows of the EMAS block were removed and replaced to take advantage of the early
partial delivery schedule from the manufacturer and to maintain safety.
Under second phase the remaining damaged EMAS was removed and the remaining site and pavement was improved for
the future delivery of the EMAS material from the manufacturer.
This change order number three includes the installation of the delivered EMAS material for the remaining 70 rows of the
system and the application of the final pavement markings in accordance with the attached Phase 3 drawings, technical
specifications, and the incorporation of additional Federal/FEMA/FDEM Contract Requirements.
The total cost to complete the work as noted within this change order is an increase of$741,713.40. See attached price
quotation from Charley Toppino&Sons, Inc.
Net change to contract Change Order 3:$741,713.40
The project commencement was March 5, 2023
This Change Order 3 increases contract time by 45 calendar days.
Contractor agrees to accept the increase/decrease in monetary compensation and hereby waives and releases any and all
claims for any additional compensation related to these bid items. M NROE COUNTY ATTG7CtNE`t
,✓" I O)VE S Tip Ff7
This Change Order 3 represents 4.3% of the original contract price. PE
✓ "( A� .�,�.
v. ._.,
Not valid until a rovad by Owner Architect if applicable), and Contractor ASSI UNTY AMRNEY
Date. 5/4/23
ARCHITECT/ENGI i EL�� ....- 5/3/2023
Date
CONTRACTOR LU ° ") L23
Date
AIRPORTS DIRECTOR ~
5:3.2023
Date
..
COUNTY/ASSISTANT ADMINISTRATOR
05.10.2023
Date
Change Order Attachment per Ordinance No. 004-1999
• Change Order was not included in the original contract specifications. Yes E'] No
If Yes, explanation:
1. This additional work was not anticipated as it is in response to damage Hurricane Ian caused to the existing
Runway 9 Engineered Material Arresting System (EMAS) at Key West International Airport. This work is being
performed in the most expeditiously manner to return this important safety feature to its' original condition,
• Change Order was included in the original specifications, Yes [:] No
If Yes, explanation of increase in price:
• Change Order exceeds $25,000 or 5% of contract price (whichever is greater). Yes El No E
If Yes, explanation as to why it is not subject for a callling for bids:
• Project engineer/architect approves the change order. Yes FJ No El
If No, explanation of why:
• Change Order is correcting an error or omission in design document, Yes ]No
Should a claim under the applicable professional liability policy be made? Yes No
Explain:
AddOMbb&
PRICE QUOTATION
Attention Chris Bowker DA"I E 3123/23
Jacobs
200 W Forsyth Street,Suite 1520
Jacksonville, FL 32202
ITEMIZED QUANTITIES
Location: -3.4.21 S Roosevert E-,'Ovd,Kra West F 1,33040 1
Scope: EMUS Re cerne t-Phase 3
nova
Item
........ ................................ 1 !y i os t Notes
—-----------
PHME 3:
1.0 LS 611,02500 $ 611 02500
2 Painted Pavement Markin s to—L'q $ Duo 00
3NPisc.Durripsters(inctudes rnownp onsite by CIS) 300 EA $ 1,29000 $ 38,70000
2,7500 SF $ too $ 19,25000
---------------------............. ............... ................
Subtotal
Bonds,($20001Thousand) 10 IS $ $ 15 738 40
Is $
.......................---------- ----------------------------1—C) ........................................... ..................... ------
...................... ,�el'I�—IC L()n q!1!2,1-111,92 L�c L LPL L
Notes: 60Ni6,EH7S(QUO IEDAS
---Exclusions: Vt roes,FMAS marerW
Prepared by:
Estimator
........... ................ -------------------------------......... .......... ...... -------------------------
Sons,Inc.
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TECHNICAL SPECIFICATIONS
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ITEM P-620
RUNWAY AND TAXIWAY PAINTING
DESCRIPTION
620-1.1 This item shall consist of the painting of numbers, markings, and stripes on the surface of
runways, taxiways, and aprons,in accordance with these specifications and at the locations shown on the
plans, or as directed by the Resident Project Representative (RPR) Eaginee
MATERIALS
620-2.1 MATERIALS ACCEPTANCE. The Contractor shall furnish manufacturer's certified test
reports for materials shipped to the pro]ect. The certified test reports shall include a statement that the
materials meet the specification requirements. The reports can be used for material acceptance or the
RPR Eaginee may perform verification testing. The reports shall not be interpreted as a basis for
payment. The Contractor shall notify the RPR Eaginee upon arrival of a shipment of materials to the
site.
620-2.2 PAINT.Paint shall be waterborne,in accordance with the requirements of paragraph 620-2.2a.
Paint shall be furnished in white,yellow and black in accordance with Federal Standard No. 595.
a.Waterborne.Paint shall meet the requirements of Federal Specification TT-P-1952E, Type I.
b.Epoxy.Paint shall be a t-we ee ifn�tm 99 per-eent selids�ype system eeafefmiag to th-e
fellewing�
(1) Pigments. Geffipenent A. Pefeent by weight.
(a)White.!
(b)Yellow and Colors.!
•
(3)Amine Number. Geffipenent B. When tested in ffeeefdanee with AST-N4 D -2074 shall be
(a)White! The daylight difeetienal fefleetanee ef the white paint shall net be less than 75 pefe
(fela+ive te — cide), when tested in aeeefdanee with Fedefal Test Methed Standafd
(2) Epo*y Content. Geffipenent A. The weight pef epe" ecittivalent,When tested in aeeefdaffee
141RIGEN M *hed 61-2
RUNWAY AND TAXIWAY PAINTING P-620-1
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
per-eent(r-e! I i asiwn &iide),when tested in aeeer-da-nee with Federal Test Methed Standafd(b)Yellow! The daylight dir-eetional wfleeta-nee of the yellew paint shall not be less tha-H 38
below:for-t+affie yellew standafd 33538, or-shall be eansistent with the teler-anee listed
.462 .470 .479 .5 01
3L-4-�g 3L-4 55 3L-4 29 3L-4 52
(a) Sample Preparation.Apply the paint at a wet film thie-kness of 0.013 in(0.33 fnfn)to f6i
1414/GE�4,Method2013. Air df the sample 44 he-afs, rde-sta-Rdafd , rditi r-
(b) Testing Conditions. Test in aeeer-da-nee with AS4A4 G 15453 �tsiag both U4a Violet(UNI B)
he-afs , rdeas to o at 40 or
(e) Evaluation.Remove the samples and eandition for--24 he-afs H*der-standafd eanditions.
`1-ove. Eyc`lhs` e for-E6�`-need ;t�rchrcrhe eerier—r—e ccii€�}€ass
n.,,.� tin Appea&k n raethe,a 24
eeler-s shall ben m
test in aeeer-da-nee with AST-M P 968, Methed A, &keept that the inside diameter-of the fnetal gttide t-abe
shall be fFefn 0.74 7 to 0.750 in (18.97 to 19.05 mm). Five liters of-H*�tsed sa-Rd shall be�tsed for-eaeh test
panel. The test shall be ftffi en twe test panels. FNete� fiie litefs ef sand weighs 17.5 1b. (7.94 kg).l Bet
baked and weahefed paint filffis shall fecittife net less 4ian 150 litefs ef sand fef the feffleiffl ef the Paint
filiiiss.
(10) Hardness, Shere. HaMness shall be a+least 80 when tested in aeeefdanee with AST-M D
2--240.
(1) Pigments. Geffipenew A. Pefeent by weight.
(a)3A'hite.!
•
(b)Yellow and Colors.!
•
RUNWAY AND TAXIWAY PAINTING P-620-2
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
(relative to — kide), when tested in aeeer-da-nee with Federal Test Methed Standafd(a)IA'hite! The daylight dir-eetional wfleeta-nee of the white paint shall not be less tha-H 75 per-e
14 1 Tl/GEE Met-he 61 7 1
per-eent(r-e! I i asiwn &kide),when tested in aeeer-da-nee with Federal Test Methed Standafd(b)Yellow! The daylight dir-eetional wfleeta-nee of the yellew paint shall not be less tha-H 4 5
below:for-t+affie yellew standafd 33538, or-shall be eansistent with the teler-anee listed
-462 4785 4799 .501
3�g �� 3 .429 .452
(a) Sample Preparation.Apply the paint at a wet film thie-kness of 0.013 in(0.33 fnfn)to f6i
,Standafd No. 141P,/GENT. Air-dfy the sample n 4 he-afs, rde-standafd , rd ti r�
(b) Testing Conditions. Test in aeeer-da-nee with AS4A4 G 53 154 �tsiag both U4a Violet
he-afs , rdeas,te o .,t nn or
(e) Evaluation.Remove the samples and eandition for--24 he-afs H*der-standafd eanditions.
`1-oye. Eyc`!l}k e f$rEeafefm-need with the eerierre ccii€i�}€its
n.,,.t tin Appea&k n >\aethe,a 24
eeler-s shall ben m
shall be ffeffi 0.74 7 te 0.750 in (18.97 te 19.05 ffiffi). F4ve litefs ef tffittsed sand shall be t1sed fef efteh test
panel. The test shall be ftffi en twe test panels. FNete� 5 litefs ef sand weighs 17.5 1b. (7.94 kg).! Bet
baked and weahefed paint filffis shall fecittife net less 4ian 150 litefs ef sand fef the feffi&Val ef the Paint
filiiiss.
(8) Hardness, Shere.HaMness shall be a+least 80 when tested in aeeefdanee with AST-M D
-2-240.
d. Sokent Base.Paint shall ffleet the fecittifeffients ef Fedefal Speeifiea+ien [A A 2886A Type 1 of
Type ffl.
e. Preformed T-her-moplastie Airport Pavement Markings. Mafkings ffittst be eeffipesed ef estef
F with
(2) Graded Glass Beads.
by weight. The iwefRii�Eed beads shall eenfefRi te [Feder-a! Speeifieation. T-T- B > >
RUNWAY AND TAXIWAY PAINTING P-620-3
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
0
)per- 10 sq. ft. These faetefy applied eeated sidffaee beads shall haie
Size Gradation
Retained, 0% Passing, %
US Mesh
44 4:788 0 20% 99 i 000%
4'!4 1400 8 �.50% 9�5��
4H 4488 2 250% 75 990%
49 4000 29 O% T7?20%
24 45-0 6� % 29 �70%
} 6!n 0n 6 7 7�70% 2Z ZZO
�GVn tl� Fpi-�Y-rr7a z�T�_r�_pr���
o5n4 4W 99 950% yam�--�ipo%�
BH YG4 97 100%
(3) Heating indieators. The top stiff4ee of the fnater-ial (same side as the faetefy applied stiffac-e
beads) shall have wgttlafly spaeed indents. These indents shall aet as a visttal ette dw4ag applieation th
the fnater-ial has r-eaehed a maken state so satisfaetefy adhesion and proper-bead embedment has been
aehieved and a post applieation visttal ette that the installation pr-eeedttfes have beell fellew
(4) Pigments.Per-eent by weight.
(a)IA,hite:
zT-ii-.,,-,itt Pi&ide A STAR P 476 f.pe 11 sh,ll,�P€�C€�
(b)Yellow and Colors.!
•
(fela+ive te — cide), when tested in aeeefdanee with Fedefal Test Methed Standafd
(a)IA'hite! The daylight difeetienal fefleetanee ef the white pffint shall net be less than 75 Pefe
14 1D,1GE.r M *hed 61-2
pefeent(fel I i — �,sittffi e�Eide),when tested in aeeefdanee with Fedefal Test Methed StandaM(b)Yellow! The daylight difeetienal fefleetanee ef the yellew pffint shall net be less than 4 5
•
-462 .478 .479 .501
9 .455 .429 .452
(7) Skid Resistanee. The suffiaee, with pfepefly applied and effibedded suffiaee beads, ffitts
RUNWAY AND TAXIWAY PAINTING P-620-4
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
s-H*Iight, water-, salt, or-adverse weather-eanditions a-Rd imp to aviatiea fitels, gaseline, and oil.
fFOfHf-ftillat-
pr-eviettsly applied thefmaplasties when heated with a heat satifee per-fnaattfaetttFer-'s weemmeadation.
fnttst be faetefy assembled with a eampatible fnater-ial and inter-eanneeted so that in the field it is ne
neeessaty to assemble the individttal pieees within a mar-king segment. Obtaining fnttkieeler-ed effeet by
620 2.3 REFLECT-11TE MEDIA. Glass beads shall ffleet the fef Fetieral Spee�fwiafioif.-
TIT B 1325-DL, Type L,gmdadoif A . Glass beads shall be tfea+ed with all eeffipa+ible eeupli
Paint l+..d.... Beads,Glass Type7
Glass Beads,Type 11 Glass Beads,Type A'
GFadation
White Cep Cep Cep
RUNWAY AND TAXIWAY PAINTING P-620-5
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
CONSTRUCTION METHODS
620-3.1 WEATHER LIMITATIONS. The painting shall be performed only when the surface is dry and
when the surface temperature is at least 45 °F(7 °C) and rising and the pavement surface temperature is at
least 5 °F (2.7 °C) above the dew point. Markings shall not be applied when the pavement temperature is
greater than 120 °F (49 °C).
620-3.2 EQUIPMENT.Equipment shall include the apparatus necessary to properly clean the existing
surface, a mechanical marking machine, a bead dispensing machine, and such auxiliary hand-painting
equipment as may be necessary to satisfactorily complete the job.
The mechanical marker shall be an atomizing spray-type or airless-type marking machine suitable for
application of traffic paint. It shall produce an even and uniform film thickness at the required coverage
and shall apply markings of uniform cross-sections and clear-cut edges without running or spattering and
without over spray.
620-3.3 PREPARATION OF SURFACE. Immediately before application of the paint, the surface shall
be dry and free from dirt, grease, oil, laitance, or other foreign material that would reduce the bond
between the paint and the pavement. The area to be painted shall be cleaned by sweeping and blowing
or by other methods as required to remove all dirt, laitance, and loose materials without damage to the
pavement surface. Use of any chemicals or impact abrasives during surface preparation shall be approved
in advance by the RPR Eaginee .
620-3.4 LAYOUT OF MARKINGS. The proposed markings shall be laid out in advance of the paint
application. The locations of markings to receive glass beads shall be shown on the plans.
620-3.5 APPLICATION.Paint shall be applied at the locations and to the dimensions and spacing
shown on the plans.Paint shall not be applied until the layout and condition of the surface has been
approved by the RPR Enginee . The edges of the markings shall not vary from a straight line more than
1/2 in(12 mm)in 50 ft(15 m) and marking dimensions and spacings shall be within the following
tolerances:
Dimension and Spacing Tolerance
36 in(910 mm)or less f1/2 in(12 mm)
greater than 36 into 6 ft(910 mm to 1.85 m) f 1 in(25 mm)
greater than 6 ft to 60 ft(1.85 in to 18.3 m) f 2 in(51 mm)
greater than 60 ft(18.3 m) f 3 in(76 mm)
The paint shall be ffli�ied in aeeefdanee with the fflantif-aettifef's ins"etiens and applied te the pa-�efflen
pefied ef 30 days shall elapse between plaeeffient ef a bitufflinetts sfffflaee eettfse ef sea! eea+and
appliea+ien ef the paint.
RUNWAY AND TAXIWAY PAINTING P-620-6
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
Table 1 Application Rates For Paint And Glass Beads
(See Note regarding Red and Pink Paint)
Paint Glass Beads Type 1, Glass Beads, Glass
Beads,
a�en�4 �tType A
Sq ft per Pounds.. gallon„r Pounds.. gallon„r Pounds.. gallon„r
Paint Type gallon,ft�/gaL paint ,h ,,.,,, �+,h ,,.,,, �t,h ,,.,,,
l. �l.
lit ins per (Km per-liter-of paint (Km per-liter-of (Km per-liter-of paint
liter, m�/I) ) pa4
115 ft'lgaL max ""'� 40 l
Waterborne (2 8 m211) �a� „ �
Note: The glass bead application rate for Red and Pink paint shall be reduced by 2 lb./gal. (0.24 kg/1)for Type I
and Type IV beads.Type III beads shall not be applied to Red or Pink paint.
Glass beads shall be distfib�4ed"an the fnafked afeas at the leeations shown an the plans to weeive glass
beads immediately after-applieation of the paint. A dispeaser-shall be fitmished that is pr-eper-ly designed
for-a4aehfneat to the fnafkiag fnaehiae and s�titable for-dispensing glass beads. Glass beads shall be
applied at the rate shown in Table 1. Glass beads shall not be applied to blae-k paint. Glass beads shall
All emptied containers shall be returned to the paint storage area for checking by the RPR . The
containers shall not be removed from the airport or destroyed until authorized by the RPR Eaginee .
620 3.6 APPLICATION PREFORMED ED AIRPORT T PAXEMENT AI A D7ITNGS
bend in the fflafking/substfae inteffiaee, the fflaefials ffitist be applied using a Vafiftble Speed
pfepelled ffiebile hea+ef with an eff-eetive heaing width ef ne less than 16 ft(14.88 ffl) and a ffee span
between Suppefting Wheels ef ne less than 18 ft(5.4 9 ffi). The hea+ef ffitts .,.i t the..—I fadiaien te t
0 0
620-3.7 PROTECTION AND CLEANUP. After application of the markings, all markings shall be
protected from damage until dry. All surfaces shall be protected from excess moisture and/or rain and
from disfiguration by spatter, splashes, spillage, or drippings. The Contractor shall remove from the work
area all debris, waste, loose or unadhered reflective media, and by-products generated by the surface
preparation and application operations to the satisfaction of the RPR Enginee . The Contractor shall
dispose of these wastes in strict compliance with all applicable state, local, and Federal environmental
statutes and regulations.
RUNWAY AND TAXIWAY PAINTING P-620-7
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
METHOD OF>\4E n cT ry E a1rrrr
620 4.1 The q�t&44y of Fdnwa-y and tffliiwa-y fnafkiags to be paid for-shall be the number of square feet
of refleetive and non refleetive pavement markings and the number of pounds (lim) of refleefiv_e
medial [the number of square feet(square meters) of preformed markingsl [one eomplete item in
620 4.2 The quantity of retro refleetive markers shall be paid for eaeh marker installed in plaee
and aeeepted by the RPR-.
BASIS OF nwfleetive fnedia. This pr-iee shall be fitil eampeasation for-fitmishing all fnater-ials a-Rd for-all
620 5.1 Payment shall be made at the r-espeetive eeatfaet priee per square foot for refleetive and noft-
refleetive pavement markings for-Fdawa-y and tfflkiwa-y painting [, and [priee per pound (Iim)l [himp
sum prieel [priee per square foot(square meter-)I [lump sum prieel for preformed markingsl fe
,
tools, and ineidentals neee-s`aty to eamplete the item.
equipment,installed. This priee shall be Nil eompensation for furnishing all materials and for all labor-,
tools,
and ineidentals neeessary to eomplete the item.
Payment will be made H*der-:
kem P 620 5.1 11
Painting [per square foot(square meter-)I [lump sum4
>t,,.., v tin
�-z
Tt,,... P 620 5.1 z
TESTING REQUIREMENTS
ASTM C 136 Sieve Analysis of Fine and Coarse Aggregates
ASTM C 146 Chemical Analysis of Glass Sand
ASTM C 371 Wire-Cloth Sieve Analysis of Nonplastic Ceramic Powders
ASTM D 92 Test Method for Flash and Fire Points by Cleveland Open Cup
ASTM D 711 No-Pick-Up Time of Traffic Paint
ASTM D 968 Standard Test Methods for Abrasion Resistance of Organic Coatings
by Falling Abrasive
RUNWAY AND TAXIWAY PAINTING P-620-8
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
ASTM D 1213-54 (1975) Test Method for Crushing Resistance of Glass Spheres
ASTM D 1652 Test Method for Epoxy Content of Epoxy Resins
ASTM D 2074 Test Method for Total Primary, Secondary, and Tertiary Amine Values
of Fatty Amines by Alternative Indicator Method
ASTM D 2240 Test Method for Rubber Products-Durometer Hardness
ASTM G 15453 Operating Light and Water-Exposure Apparatus (Fluorescent Light
Apparatus UV-Condensation Type) for Exposure of Nonmetallic
Materials.
Federal Test Method Paint, Varnish, Lacquer and Related Materials; Methods of Inspection,
Standard No. 141D/GEN Sampling and Testing
MATERIAL REQUIREMENTS
ASTM D 476 Specifications for Dry Pigmentary Titanium Dioxide Pigments
Products
Code of Federal Regulations 40 CFR Part 60, Appendix A—Definition of Traverse Point Number
and Location
Code of Federal Regulations 29 CFR Part 1910.1200 —Hazard Communications
FED SPEC TT-B-1325D Beads (Glass Spheres) Retroreflective
AASHTO M 247 Glass Beads Used in Traffic Paints
FED SPEC TT-P-1952E Paint, Traffic and Airfield Marking, Waterborne
Commercial Item Description Paint, Traffic, Solvent Based
(CID) A-A-288613
FED STD 595 Colors used in Government Procurement
END OF ITEM P-620
RUNWAY AND TAXIWAY PAINTING P-620-9
Jacobs Key West International Airport 1/23
Monroe County
Emergency Repairs—Runway 9 Safety Area—Remove and Install EMAS
INTENTIONALLY LEFT BLANK
RUNWAY AND TAXIWAY PAINTING P-620-10
EYW—Key West International Airport
DRAFT ITEM P-555
KEY WEST RUNWAY 09 DEPARTURE END
EMAS BED INSTALLATION
DESCRIPTION
555-1.0 This item shall consist of the installation, of an Engineered Material Arresting System
(EMAS) at the Departure End of Runway 09 in accordance with these specifications,
manufacturer's requirements, and the contract drawings, at the locations and to the form and
dimensions shown on the plans. This item shall include all labor, transporting materials from the
designated staging area to final placement,and installation of the materials for the EMASMAX bed
as well as the necessary tools and fuel to complete the installation and maintain materials at proper
conditions on site.
MATERIALS
555-2.0 SPECIFICATIONS: The EMAS materials shall be manufactured in compliance with
FAA Advisory Circular 150/5220-22B.Asphalt Cement for Use in Pavement Construction shall be
in compliance with ASTM D 946.
555-2.1 MATERIAL ACCEPTANCE. The EMASMAX bed shall receive final product release
until the following installation tolerances are met:
Dimension Lower Tolerance Upper Tolerance
Width of Bed -0.1 % +0.1 %
Length of Bed -0.1 % +0.1 %
Height of Bed -.25 inch +0.75 inch
CONCRETE WORK(For Information Purposes Only)
555-3.0 INSTALLATION OF CONCRETE ANCHOR BEAM
555.3.1 SUBMITTALS. The CONTRACTOR shall submit the following shop drawings:
• Concrete mix design, curing compound, and reinforcing steel conforming to FAA
Specification P-610, Structural Portland Cement Concrete using 4,000 psi concrete
mix
555-3.2 Concrete.All concrete for work under this section shall conform to FAA Specification P-
610, Structural Portland Cement Concrete,using 3/4-inch maximum size coarse aggregate.
555-3.3 Layout. The CONTRACTOR shall layout the Concrete Anchor Beam in accordance with
the Contract Documents showing the location and dimensions required.
555-3.4 Installation. The CONTRACTOR is responsible for the complete installation of the
anchor beam in accordance with the Contract Documents.
555-3.5 Quality Control. The CONTRACTOR must place the Concrete Anchor Beam in
accordance with the EMASMAX manufacturer's installation specifications, FAA Specification P-
P-555-1
EYW—Key West International Airport
610, Structural Portland Cement Concrete, and a Quality Control Plan approved by the Runway
Safe. The Concrete Anchor Beam shall be poured monolithically, and the edges shall not have
chamfers or radii.Placement tolerances are extremely important in installing the Concrete Anchor
Beam to allow for proper EMASMAX arrestor bed installation as shown on the drawings and
included in this specification. The back of the Concrete Anchor Beam(side facing the EMASMAX
arrestor bed, shall be perpendicular with the runway centerline as measured from centerline to each
end within+/- 1/4".The length of the anchor beam shall be 120' +3"/-0". The top of the Concrete
Anchor Beam shall match the elevation of the adjacent pavement. The EMASMAX manufacturer
shall inspect the Concrete Anchor Beam to confirm proper placement prior to installation of the
EMASMAX blocks. The CONTRACTOR shall inform the EMASMAX manufacturer two weeks
in advance of planned Concrete Anchor Beam completion so that the inspection can be scheduled.
CONSTRUCTION METHODS
555-4.0 INSTALLING THE ENGINEERED MATERIAL ARRESTING SYSTEM (EMAS)
555-4.1 WEATHER LIMITATIONS. The surface of the asphalt pavement that is to receive the
EMASMAX blocks must be dry and above 40 degrees F, and rising, before EMAS block
installation may begin.
555-4.2 REMOVAL OF EXISTING EMAS. The Contractor shall remove the existing EMAS
blocks as shown on the contract drawings. Removed material shall be disposed of off airport
property by the Contractor. Removal of the blocks adjacent to the existing anchor beam shall be
performed by hand or by methods to avoid damage or disturbance of the existing anchor beam.
Any damage or disturbance to the anchor beam by the Contractor may result in full replacement
of the anchor beam at the sole expense of the Contractor.No additional time will be added to the
contract as a result of the Contractor replacing the existing anchor beam due to damage caused by
Contractor.
555-4.3 REMOVAL OF EXISTING DEBRIS DEFLECTOR. The Contractor shall remove the
existing debris deflector as shown on the contract drawings. Removed material shall be disposed
of off airport property by the Contractor. The Contractor shall carefully remove the existing
threaded bolts that secure the existing debris deflector and protect the existing threaded inserts
embedded in the anchor beam. Threaded inserts are to be reused for installation of the new debris
deflector.
555-4.4 WORK SUMMARY FOR EYW RUNWAY 09 DEPARTURE END
The EMAS bed installation for the Key West International Airport Runway 09 Departure End
involves the unloading and placing of 2,520 pre-cast cellular concrete blocks into a prepared bed
as shown on the plans with dimensions of approximately 121 feet wide by 340 feet long(30 blocks
wide x 84 blocks long). The blocks are manufactured by Runway Safe Group. The blocks are
nominally 4-ft. wide x 4-ft. long x 3 7/8-inches up to 20 7/8 inches in height. Contingency blocks
will be available to adjust for blocks damaged during shipping and installation. Pallets, extra
material, and extra blocks shall be repackaged for transport back to Runway Safe Group by the
CONTRACTOR. EMAS blocks are shipped to the site stacked on pallets. The largest pallet of
stacked blocks is nominally 4-ft. x 4-ft.x 77-in. and weighs approximately 2,000 lbs. The logistics
for receiving and staging of the 53' enclosed trailers containing the pallets of blocks will need to
be determined by the CONTRACTOR with concurrence by Runway Safe Group and the Resident
P-555-2
EYW—Key West International Airport
Project Representative (RPR). It is desirable to commence installation of the blocks when
approximately 30% of the EMAS blocks have been delivered to the staging area. It is estimated
that delivery of the blocks and other related installation material requires about 54 trailers. One
trailer will be refrigerated to maintain the environmental conditions necessary for the joint sealant.
This trailer's refrigeration unit will be fueled by the CONTRACTOR.
Runway Safe Group will have a field representative on-site during the installation of the EMAS
system to train the CONTRACTOR's personnel on the proper handling of the EMAS blocks and
installation technique. In addition, Runway Safe Group field representative will inspect the
installation progress and quality of the work throughout the EMASMAX installation. Training by
the Runway Safe Group field representative and familiarization with the EMAS product by the
CONTRACTOR on the proper handling and installation procedures is crucial to having a proper
quality installation. The training will occur in the initial phases of the EMAS block placement
process. It is required that the CONTRACTOR's personnel perform the installation in strict
conformance with Runway Safe Group's installation specifications and the project submittals
approved by Runway Safe Group. There will be no deviations from these specifications without
prior written approval from Runway Safe Group and the RPR. In the event there is a material loss
during the installation work due to non-conformance with the handling or installation specifications
of the EMAS product, the CONTRACTOR shall remove and replace all material losses at no
additional cost to the Airport.
Dates for access to the work site and EMAS block installation are provided in the airport's contract
bidding documents. It is anticipated that fourteen to seventeen, nighttime, 8-hour shifts will be
required daily, excluding Saturdays and Sundays, until the job is completed (this estimate is
subject to change based on further work conditions and consideration provided by the
Airport and CONTRACTOR). It is expected the CONTRACTOR will make appropriate
adjustments to the labor and material requirement to meet the installation schedule.In the following
labor breakdown estimate, seventeen (17), eight-hour night-time shifts are assumed, with some
arrangements for an early start for the asphalt cement melting kettle warm-up operation. Utilizing
one block installation crew (16 laborers), normally 320 EMAS blocks can be installed per shift
except for a planned first day quota of 42 blocks,second day quota of 126 blocks,and all subsequent
days having a daily expected installation of 320 blocks.
Because training and familiarization with the EMAS block placement is crucial to correct
installation, CONTRACTOR will be required to revert to 42 blocks per shift quotas without
additional compensation after any significant crew changes. Specifically, if a new crew, in whole
or in part,is put in place after initial start-up, the Runway Safe Group field representative has the
unilateral authority to reduce the daily installation quota to ensure proper training is accomplished.
That decision will be based upon the magnitude of the crew change and the contractor's
demonstrated performance. Additionally, the Runway Safe Group field representative shall have
the authority to identify and retrain any CONTRACTOR representative who is unable to provide
and maintain quality workmanship in the assigned tasks.
All EMAS joint sealing must be installed to a high-quality standard. All the top joints of all the
blocks will be sealed with backer rod and self-leveling caulk("In-Gap").The side and rear(vertical)
joints will be sealed with self-adhering tape (side coating). The sealing joint tape must be installed
with minimum overlapping of joints. The specialty self-adhesive joint sealing tape is adhered to
the adjoining blocks.This seam sealing material cannot be stretched and requires a careful installer.
Prior to any blocks being readied for placement, the CONTRACTOR shall be required to
demonstrate their ability to apply and finish the backer rod,self—leveling caulk and tape in a manner
P-555-3
EYW—Key West International Airport
acceptable to Runway Safe Group field representative. In addition to sealing the joints to prevent
moisture intrusion, the finished installed self-leveling caulk ("In-Gap") taped joint must be
aesthetically pleasing, i.e., look good. In order to help achieve the desired result, Runway Safe
Group will provide 2 hours of training to the CONTRACTOR in EMAS block joint sealing. This
project includes approximately 300 gallons of self-leveling caulk.Full and careful consideration of
which Contractor personnel to assign to this sealing work is encouraged, as experience has shown
workmen not fully experienced in sealing usually do not meet Runway Safe Group's quality or
workmanship standards thus leading to job delays and rework at the CONTRACTOR's expense.
Runway Safe Group's experience has shown that this sealing effort will be the task which paces
the job, since it is recommended that all blocks installed during a work shift have the top joints
sealed by the end of the install shift.The entire thrust of these requirements is to attain and maintain
a very high level of placement competence and quality of installation.
If night work is required, the CONTRACTOR shall provide adequate portable lighting for use at
the work site before dawn and after dusk.For EMAS installation and finishing work, six large self-
contained mobile four-bulb light plants,such as the Allmand MLT 3060 or similar,is the minimum.
In addition,if night work is required, Runway Safe Group's experience has shown that installation
pace will typically slow down, and workmanship is more likely to deteriorate by the
CONTRACTOR. Therefore, Runway Safe Group highly encourages day work when possible.
Before any shut-down of contract operations, all equipment and materials used at the work site
shall be moved by the CONTRACTOR to the designated airport mobilization site, to assure safe
aircraft operations between the contractor's work shifts.
Initial receiving operations at the staging area can be at any time allowed by the airport until
installation commences.Upon commencement of block installation receiving operations would be
expanded to include access control, which must be coordinated with the work periods at the work
site.
The CONTRACTOR is responsible for setting up the staging area and providing access control, a
dumpster,all trash collection and rubbish removal,portable lavatory,and all other requirements for
the duration of this proj ect.Control of Foreign Obj ect Damage(FOD)construction materials(block
packaging materials, paper wrappers, hand tools, small parts, etc.) that are used during the
installation of the EMAS is always of concern to an airport and must be controlled. It will be
necessary for the CONTRACTOR to provide covered containers to hold all construction debris and
refuse in at the worksite and/or airport property.
The sequence for installation of the EMAS will be as follows:
• Validate perpendicularity and condition of anchor beam
• Validate smoothness of EMAS support pavement Installation of jet blast debris
deflector and mark-out of installation grid (centerline, sidelines, rear edge line, and
every block corner with a grid system of 4.05' x 4.05')
• Installation of the EMAS blocks including
Placement of backer rod material into block joints as needed
Installation of PVC angle material along perimeter
Installation of backer rod and self-leveling caulk into block joints
Installation of side coating
Installation of high and low perimeter block vents (sides and back of bed)
• Complete any"punch-list"work
• Painting of safety area markings (under a separate specification)
P-555-4
EYW—Key West International Airport
• Site clean-up and demobilization
Specific works are as detailed on the following pages.Note:where this Statement of Work conflicts
with the contract drawings,the contract drawings shall govern.
555-4.5 RECEIVING AND LAYOUT FOR RUNWAY 09 DEPARTURE END
a. RECEIVING The RPR,at a staging area designated by the Airport,will receive the trailers
containing pre-cast EMAS blocks and installation materials. "Receiving duties" are
generally limited to acknowledging the trailer delivery by signing the trucker's delivery
ticket. To avoid incurring any additional costs to the Airport, it is strongly recommended
that any present damage to delivered trailers be specifically noted on the delivery tickets.
After receiving the EMAS blocks and installation materials, the CONTRACTOR will
assume immediate responsibility and control for the EMAS blocks and installation
materials,including the protection of the EMAS materials by securing the staging location
during the storage time and prior to installation. Prior to the start of block installation,
approximately 30% of the EMAS blocks will arrive at the airport. Once installation is
underway, the delivery of blocks will continue until all blocks have been delivered.
Runway Safe Group shall determine and control the rate of delivery of truckloads of blocks
in accordance with the installation rates outlined in this specification and keep the
CONTRACTOR and RPR informed of the delivery schedule. Any requests by the
CONTRACTOR to accelerate the truckload delivery schedule shall be submitted in writing
to Runway Safe Group a minimum of 72 hours prior to the desired adjustment. Runway
Safe Group does not guarantee that requests to accelerate block delivery schedules will be
able to be accommodated.
Blocks will be shipped in 53-foot air-ride suspension trailers. Blocks shipped in advance
of installation will be stored at the staging area and will be left secured in the trailers.
Blocks will continue to be shipped and received at the staging area during the installation
program. The EMAS blocks are shipped stretch-wrapped on 4-ft. x 4-ft.pallets.
b. LAYOUT NOTE: The paved surface upon which the EMAS blocks are to be placed must
comply to the runway smoothness requirements of the surface paving specification of the
EMAS support pavement and to the slope requirements set forth in the project drawings
prior to the block grid layout and placement of any EMAS blocks. Runway Safe Group
personnel will check the surface using a straightedge as outlined in the surface paving
specification of the EMAS support pavement.
Careful layout of extended runway centerline, sides and back edges of the bed rows and
steps shall be augmented by field marking the perimeter of each block location for all the
blocks. Because the sides of the blocks are not designed to be altered in the field, the field
marking for block corners will be crucial for correct block placement, while edge layout
lines will provide side and back block placement guidance.A surveyor,licensed in the state
in which the EMAS is being installed, shall establish the control points for field layout
marking lines. These control points shall establish the extended runway centerline through
the EMAS, EMAS bed perimeter, and interim points both perpendicular and parallel to
runway centerline within the confines of the EMAS bed on a 20.25 ft. x 20.25 ft. grid
pattern within a tolerance of+/-1/8 inch.PK nails shall be used to mark these points. The
entire grid layout must be completely installed and accepted by Runway Safe Group before
any blocks are installed.
P-555-5
EYW—Key West International Airport
NOTE: Prior to establishing the points perpendicular to runway centerline, check with
Runway Safe Group to ensure the debris deflector has been satisfactorily installed and
accepted. The grid points will use the back of the deflector channel as the reference base.
For marking the grid lines, the CONTRACTOR should use a durable marking system.
Chalk lines and other such marking systems will not remain visible after the large amount
foot and vehicular traffic associated with this installation. Experience has shown that a
white,painted 1/8"string line grid on the pavement with block heights painted in each box
appears to be the simplest and most effective method. A walk behind spray paint unit is
recommended and works best in windy conditions.
SUGGESTED LAYOUT LABOR FOR RUNWAY 09 DEPARTURE END
#Of Personnel Task Days Area
6 Survey& Grid 3 EMAS Site
Laying
LAYOUT EQUIPMENT FOR RUNWAY 09 DEPARTURE END
• Horizontal Survey Equipment with 1/8-inch(plus or minus) accuracy over the area
occupied by the EMAS Bed.
• Surveyor's choice of waterproof and durable grid marking devices (see
recommendation above), however, all major points (20.25' grid intersections, rear
corner, and centerline point) shall be marked with PK nails.
555-4.6 INSTALLATION PHASE FOR EYW RUNWAY 09 DEPARTURE END The air-
ride trailers containing EMAS blocks will be received in the staging area designated by the airport.
The CONTRACTOR will be responsible for moving trailers to the EMAS installation site as they
are needed. The CONTRACTOR will unload the EMAS blocks and installation materials using a
pallet jack and forklift. Great care must be taken when off-loading the EMAS blocks to prevent
damage. It is strongly encouraged that the trailers be located on a solid surface as to allow for ease
of forklift movements. The sides of the EMAS block are particularly vulnerable. Forklift load
guards shall be covered with a cushioning material (foam or carpet) to help protect the EMAS
blocks. Any foot traffic atop the blocks must be minimized.Anyone walking on the bed must have
soft-soled shoes with no sharp heels (Sneakers or flat soled boots preferred). At no time shall any
vehicle be allowed to drive on the EMAS.
The jet blast debris deflector channels supplied by Runway Safe Group must be installed before
the block layout grid is started and before any blocks are installed.This will provide a starting point
for the grid layout. The debris deflector panels will be secured after a select number of blocks have
been installed at the discretion of the Runway Safe Group field representative. The primary task
involved in the installation of the two-piece Debris Deflector sections will be confirming that the
150 holes,sized 11/16"diameter x 5"deep,in the existing Concrete Anchor Beam and the grouted-
in-place threaded anchors in those holes are fully functional. The CONTRACTOR must replace all
defective anchors by replacing with Runway Safe Group-provided new anchors. The holes must be
clear of dust, debris, and water prior to insertion of replacement anchors.It is highly encouraged to
use a pneumatic air compressor with a long nozzle to clean out each hole prior to securing the
anchors. After the anchors are prepared, the aluminum Debris Deflector sections are set into
P-555-6
EYW—Key West International Airport
position by hand and secured with 3/8"size hex head bolts threaded into the concrete anchors. Due
to its frangible nature, people must avoid stepping on the Debris Deflector. The Debris Deflector
comes pre-marked with"NO STEP." Prior to placement of the debris deflector sections, a bead of
100% silicone caulk shall be applied to the surface of the grade beam such that the channel and
panel sections of the deflector receive a continuous seal from one edge to the other. Following
placement of the debris deflector sections, a bead of 100% silicone caulk shall be applied to the
joints between the panel sections.
a. BLOCK PLACEMENT-Blocks less than 6 inches in height may be placed into position
by hand. These lower height blocks have a maximum weight of 200 pounds but because of
their size require four people to lift (one person per block corner). Blocks greater than 6
inches in height will then be placed into position using one of the four(4)CONTRACTOR
Supplied forklifts. Each block will be pushed into its final position as marked on the
pavement grid either by hand or using a forklift equipped with a means to protect the block
from being punctured by the forklift tynes such as a push plate provided by the contractor.
NOTE: The push plate should rarely be used. The blocks will slide easily into place
within the first 20 seconds after coming into contact with hot EMASMAX standard
adhesive.Improper usage of the Push Plate may damage otherwise good blocks.
Prior to the placement of any blocks, the tar kettle should be purged to remove any excess
or foreign material. The kettle should then be filled with 100 gallons of EMASMAX
standard adhesive material, mixed and purged again.
Immediately prior to placing blocks, EMASMAX standard adhesive, a hot asphalt cement
augmented with a crack sealing additive,shall be applied to cover(minimum 90%)the area
where the block will be placed at a rate of approximately 1.0 to 1.50 gallons per block and
a temperature ranging from 360T to 380T.The hot asphalt cement/crack sealer coating is
the bond or anchor device between the overrun surface and the EMAS blocks. The asphalt
cement,while still hot, acts as a lubricant between the block and the existing pavement so
that blocks will slide into their final position when pushed. Runway Safe Group's
experience has shown that the total elapsed time from when the hot asphalt cement is placed
to when the block must be in its final position is approximately 20 to 25 seconds,depending
upon ambient temperatures. After that time, the asphalt cement will have cooled
sufficiently to bond the block to the pavement, and it will not slide easily. If this occurs
before the block is in the correct position, the block will have to be removed and replaced
with a new block.
NOTE: An adhered block cannot be removed without being destroyed.
NOTE: All blocks have a particular orientation when installed. The backside of the
block (the side away from the debris deflector) has the nominal height of the block,
in inches,marked on that side. The forklift operator should always be facing the side
of the block when picking up the block for placement. The block side with the serial
(or batch) number faces the runway. The forklift slot in the tray shall be oriented
when the block is placed so that it is perpendicular to the runway centerline.
Block spacers, loaned by Runway Safe Group, are inserted between the blocks during the
block placement process to provide a positive control on the gaps between the blocks while
P-555-7
EYW—Key West International Airport
the hot asphalt cement is cooling and to simplify the process of block alignment. Once the
hot asphalt cement is set,individual spacers are removed and reused.
As the first row of blocks next to the anchor beam is completed,the appropriate size backer
rod is inserted into the joint between the blocks at a depth of approximately 5/8-inch from
the top of the block, and then caulked. It is a requirement that all installed blocks have
backer rod installed and be caulked by the end of the work shift unless otherwise stated by
the Runway Safe Group field representative.
Next, a specialty coating will be adhered to all vertical sides of the completed bed along
with 2 inches of overlap onto adjoining horizontal block surfaces. For every vertical side
and back row joint between blocks,high and low vents will be installed in the step riser.
Finally, the appropriate pavement marking paint will be applied. This last painting phase
consists of applying marking paint to indicate the EMAS arrestor bed as unusable
pavement. The CONTRACTOR will supply the marking paint, any reflectorized beads to
be used with it, and all labor under a separate pay item.
Lastly, return of materials. The empty pallets are neatly stacked eleven (11) high,banded
and loaded back onto trailers as well as any Runway Safe Group tools and remaining
installation materials by the CONTRACTOR for shipment back to the EMAS production
facility. The cardboard spacers shipped between the blocks need to be collected, stacked,
and banded for return shipment to Runway Safe Group.
NOTE: Some blocks may be damaged during transport, off-loading and installation. The
CONTRACTOR must exercise care to minimize these losses for blocks under their care.
The CONTRACTOR is responsible for removal of and disposal of any damaged block
material.Extra pallets of good blocks left over at completion of installation will be stacked,
corner-protected,plastic-wrapped, and re-loaded onto trucks by the CONTRACTOR and
transported back to Runway Safe Group.
b. DEBRIS DISPOSAL It is the CONTRACTOR'S responsibility to ensure all stretch wrap,
plastic padding, and cardboard corner protectors (packing material) used to protect the
blocks during transit, and all other debris generated by this project be collected at the work
site, including the staging area, and properly disposed of off-site. All debris transport and
disposal shall be in accordance with all applicable federal, state, and local regulations.
Recycling of materials, especially cardboard products,is strongly encouraged.
While within the aircraft operations area, care must be taken to ensure that all debris is
collected and stored in covered containers to mitigate Foreign Object Damage (FOD) to
aircraft.
P-555-8
EYW—Key West International Airport
555-4.7 SUGGESTED CONTRACTOR-PROVIDED INSTALLATION LABOR FOR
RUNWAY 09 DEPARTURE END
# Of Task Installation Area Responsibility
Personnel Days
1 Foreman 17 Work Site Coordination and Supervision
1 Truck Driver 17 Work Site Transport Blocks and Materials
& Staging to/from Staging Area and
Area Installation Site
2 Forklift 17 Work Site Team of two: Unload truck,
Operators place pallets, and push blocks;
team of two: place blocks
4 Laborers 17 Work Site Operate pallet jack during
truck loading and unloading,
remove and dispose of shrink
wrap, collect, and dispose of
padding between blocks,install
debris deflector, apply hot
asphalt cement, Install block,
vents,plastic edge piece, and
cleanup
4 Caulkers/Tapers 17 Work Site Install back rod, silicone caulk,
self-leveling caulk, seam seal,
and side coating
P-555-9
EYW—Key West International Airport
555-4.8 CONTRACTOR-PROVIDED INSTALLATION EQUIPMENT FOR RUNWAY 09
DEPARTURE END
QUANTITY
Recommended
For Installation
EQUIRMENT & ASSOCIATED ITEMS
Skid Steer; Forklift, 5000 llb. fork tynes convertible 4
Fuel for all forklifts (propane, gas, or diesel as required) As-required
Carry-on-Trailer for Ibloclk movement off of trailer 1
Portable Electric Generator, 5000 watts 1
�Hlot Mix Asphalt Truck/trailer with dispensing wand 1
Fuel for IHot Mix Truck & Refrigerated Materials Trailers As-required
Dumpster, 40 cubic yard volume As-required
Portable Air Compressor, 100 Ipsi minimum 1
Air Moser 50 ft minimum 2
Air (Nozzle 1
Pressurized water truck, 500 gallon, 50 psi at 25 gpm As-required
Transit, Tool Station with Digital Read-,out (e.g. Trimble TS305/1Nikon
532/ INlilkon 322; Tripod; LM80 Layout/Data Collector; Marking
chalk1pen) 1
200 foot long steel measuring tape 2
200 foot long string line 4
Aluminum Straight Edge 16 feet 1
Light IPllants with fuel (if needed) 6
Tractor for moving 48/53-ft trailers 1
P-555-10
EYW—Key West International Airport
QUANTITY
�Recommeinded
�Foir linstallatioin
HAND TOOLS
Push plate to attached to forklift 1
40-48" Long IHlandle, (Heavy Duty Tin wide forged) (blacle scraper 2
Safety IHloolk Knives 4
Wire Saw 2
Torch, Propane (Rosebud style wand) 2
Push Broom, heavy duty 24" 2
Shovel, long handled, square nose 2
Trowel 2
Window Scraper, solid shank, extra heavy duty, 4" blacle; spare blacles 4
Hammer Drill,1/2" chuck, electric, variable speed, IHD 2
Masonry Drill Bit, 3/8" diameter x 8" long 2
Masonry Drill Bit, 11116" diameter x 12" long minimum 3
Extension Cord, (Heavy Duty, 100 feet minimum 3
9116" size (Hex Socket for Impact Gun, 1/2"' drive 2
3/8"' drive extension, 4" long 2
9116" size (Hex Socket for 3/8" drive 2
3/8"' drive iratchet,wrench 2
5132" size hex Allen wrench, 3/8" drive 2
Gas Leaf Blower 2
1/2"' drive air or electric powered impact,wrench 1
Die Grinder, air powered 1
Bur, 3/8"' dia. cylindrical (ball nose 1
Cutting Bit, Solid Carbide, 1/,4" 1
�Hole Saw, IHleavy Duty, 6" diameter 1
�Hole Saw Arbor, 3/8" hex shank, 1/4" dia. pilot 1
Pilot Drill, 1/8" dia. replacement part 2
Power Bit (Nut Driver, 5/16 hex, 1/4" shank 2
Cordless Drill/(Driver and (batteries 2
Scissors, Pair 2
Putty Knife 4
Reciprocating saw 1
Solid carbide cutting blacles 2
Circular Saw & Ibllades for cutting plastic 1
Shop Vacuum 2
Standard (Hand Tool set,(sockets, utility (knives, combination wrenches,
open end wrenches, screwdrivers, L-keys, pliers, etc.) 2
P-555-11
EYW—Key West International Airport
QUANTITY
Recommended
For Installation
CALILMNGMEAUNGTOOLS
Backer Road Insertion Tool & Wheel (Recommend Albion#640-4) 5
Foam Sealant, Spray(Can qty.) (Recommended: Great Stuff Spray
Insulating Foam) 12
Caulk Gun, Battery Powered,10.3 oz. w/Battery Chargers 3
Bulk-type caulk gun (Albion Part#: DL-59-:T27E) & (batteries 4
29 oz. (Heavy Duty Caulk Gun 2
Follow plate for 5-gallon pail caulk dispensing (Albion 504-G07) 4
Caulk gun nozzles (Albion Part#235-3: Orange Cone (Nozzle) 10
2 In. Round Seam Rollers, (broom handle attachable 4
Extra Batteries for Caulk Guns 5
OUMT[TY
Recommended
For Installation
CQNSLIMABLES
1/2" x 3 ft. x 5ft Durock Cement Board (for cutting into shims) 2
Simple Green Concentrate & Buckets for Dilution As-required
Rags, solvent, and pails for clean-up of caulk As-required
Trash Bags, construction grade 200
Sharpie Markers, Black 2
Spray Bottle of water 2
QUANTITY
Recommended
For Installation
PERS0NAL IPIROTIEGTICIINI EQUIPMEN'T
Safety Glasses As-required
�Nitrile Gloves As-required
Cut-safe gloves As-required
Knee Pads As-required
Respirator masks As-required
Tyvek suits (easier clean up from caulk) As-required
NOTE:
• All forklifts must have lateral load shift capability.
• One pallet j ack supplied by Runway Safe Group.2nd pallet.1 ack is optional—will expedite
handling.
• To the maximum extent practical, all equipment should be on site at the start of the
installation phase to ensure that it will be available when needed.
• CONTRACTOR shall provide fuel for refrigeration unit of refrigerated trailer.
P-555-12
EYW—Key West International Airport
555-4.9 RUNWAY SAFE SUPPLIED INSTALLATION MATERIALS TO THE OWNER
FOR RUNWAY 09 DEPARTURE END
Material Quantity(subject to change w/design
changes)
EMASMAX Asphalt Adhesive 3,770 gallons (Approx. 1.5 galiblock for
minimum 90% coverage of each 16 sq.ft. grid
block)
Pallet jack for interior trailer unloading and One (1)
reloading
Side Vents Approx. 600
Jet Blast Debris Deflectors; 2 pieces 15 plus 2 end caps and required hardware
Jet Blast Debris Deflector Anchors Approx. 150 anchors
Self-Leveling Caulk Approx. 300 allons
Backer Rod, closed cell Approx. 21,500 linear ft. (various sizes)
Side Coating Approx. 2,600 linear ft.; 10 wide tapes
Four 4 ft.bottom angle pieces Approx. 200 pieces
Sealant, 100% silicone Approx. 105 tubes
IMPORTANT NOTE:
This list includes most of the supplies required of the contractor as well as the material and
equipment to be provided by Runway Safe Group. If there are any questions regarding this
information,please contact Runway Safe Group.
555-4.10 SUGGESTED EMAS BED CONSTRUCTION SCHEDULE FOR RUNWAY 09
DEPARTURE END
DAY ACTIVITIES
Existing EMAS removal and surface preparation
1 Surveyors check grade beam. Laborers install debris deflector.
2 Surveyors establish grid layout points. Laborers start marking grid.
2 Train Tapers &Forklift Operators.
3-16 Install blocks,backer rod, caulk, side seal, and side vents.
17 Inspection/Punch list.
P-555-13
EYW—Key West International Airport
QUALTIY CONTROL
555-5.0 QUALITY CONTROL.CONTRACTOR must place and finish the EMAS bed under the
guidance of the EMAS manufacturer's technical support, following the EMAS installation
specification and Quality Control Plan.
METHOD OF MEASUREMENT
555-6.0 INSTALL EMAS BED.Measurement shall be lump sum for the EMAS bed installation,
completed and approved in place.
555-6.1 REMOVAL OF EXISTING EMAS BED. Measurement shall be lump sum for the
EMAS bed removal, completed and approved.
BASIS OF PAYMENT (subject to change)
555-7.0 INSTALL EMAS BED. Payment shall be made at the contract unit price per lump sum
for the installation of the EMAS bed.Materials shall be provided by the Owner. This price shall be
full compensation for all preparation, transporting from staging area, and placing of materials, and
for all labor, equipment, tools, shipment of pallets, extra material, and extra block materials back
to Runway Safe,Contractor personnel training time and incidentals necessary to complete the item.
555-7.1 REMOVAL OF EXISTING EMAS BED. Payment shall be made at the contract unit
price per lump sum for the removal of the existing EMAS bed.This price shall be full compensation
for furnishing all materials and for all preparation, hauling, disposal of existing EMAS blocks,
protection of the existing anchor beam and accessories and for all labor, equipment, tools, and
incidentals necessary to complete the item.
END OF ITEM P-555
P-555-14
ADDITIONAL FEDERAL/FEMA/FDEM CONTRACT REQUIREMENTS - As applicable,
the following terms modify and/or are hereby added to the contract as follows:
A) Davis-Bacon Act, as amended (40 U.S.C. §§3141-3148). When required by Federal
program legislation, which includes emergency Management Preparedness Grant Program,
Homeland Security Grant Program, Nonprofit Security Grant Program, Tribal Homeland Security
Grant Program, Port Security Grant Program and Transit Security Grant Program, all prime
construction contracts in excess of$2,000 awarded by non-Federal entities must comply with the
Davis-Bacon Act(40 U.S.C. §§3141-3144, and §§3146-3148) as supplemented by Department of
Labor regulations (29 CFR Part 5, "Labor Standards Provisions Applicable to Contracts Covering
Federally Financed and Assisted Construction"). In accordance with the statute, contractors must
be required to pay wages to laborers and mechanics at a rate not less than the prevailing wages
specified in a wage determination made by the Secretary of Labor. In addition, contractors must
be required to pay wages not less than once a week. If applicable, the COUNTY must place a
current prevailing wage determination issued by the Department of Labor in each solicitation. The
decision to award a contract or subcontract must be conditioned upon the acceptance of the wage
determination. The COUNTY must report all suspected or reported violations to the Federal
awarding agency. When required by Federal program legislation, which includes emergency
Management Preparedness Grant Program, Homeland Security Grant Program,Nonprofit Security
Grant Program, Tribal Homeland Security Grant Program, Port Security Grant Program and
Transit Security Grant Program(it does not apply to other FEMA grant and cooperative agreement
programs, including the Public Assistance Program), the contractors must also comply with the
Copeland "Anti-Kickback" Act (40 U.S.C. § 3145), as supplemented by Department of Labor
regulations (29 CFR Part 3, "Contractors and Subcontractors on Public Building or Public Work
Financed in Whole or in Part by Loans or Grants from the United States"). As required by the Act,
each contractor or subrecipient is prohibited from inducing, by any means, any person employed
in the construction, completion, or repair of public work, to give up any part of the compensation
to which he or she is otherwise entitled. The COUNTY must report all suspected or reported
violations to the Federal awarding agency.
(1) Contractor. The contractor shall comply with 18 U.S.C. § 874, 40 U.S.C. § 3145, and
the requirements of 29 C.F.R. pt. 3 as may be applicable, which are incorporated by
reference into this contract.
(2) Subcontracts. The contractor or subcontractor shall insert in any subcontracts the
clause above and such other clauses as the FEMA may by appropriate instructions
require, and also a clause requiring the subcontractors to include these clauses in any
lower tier subcontracts. The prime contractor shall be responsible for the compliance
by any subcontractor or lower tier subcontractor with all of these contract clauses.
(3) Breach. A breach of the contract clauses above may be grounds for termination of
the contract, and for debarment as a contractor and subcontractor as provided in 29
C.F.R. § 5.12.
B) Contract Work Hours and Safety Standards Act (40 U.S.C. 3701-3708). Where
applicable, which includes all FEMA grant and cooperative agreement programs, all contracts
awarded by the COUNTY in excess of$100,000 that involve the employment of mechanics or
laborers must comply with 40 U.S.C.§§ 3702 and 3704, as supplemented by Department of
Labor regulations (29 CFR Part 5). Under 40 U.S.C. §3702 of the Act, each contractor must
compute the wages of every mechanic and laborer on the basis of a standard work week of 40
hours. Work in excess of the standard work week is permissible provided that the worker is
compensated at a rate of not less than one and a half times the basic rate of pay for all hours
worked in excess of 40 hours in the work week. The requirements of 40 U.S.C. 3704 are
applicable to construction work and provide that no laborer or mechanic must be required to
work in surroundings or under working conditions which are unsanitary, hazardous or
dangerous. These requirements do not apply to the purchases of supplies or materials or articles
ordinarily available on the open market, or contracts for transportation or transmission of
intelligence.
C) Clean Air Act(42 U.S.C. 7401-7671q.) and the Federal Water Pollution Control Act
(33 U.S.C. 1251-1387). Contractor agrees to comply with all applicable standards, orders or
regulations issued pursuant to the Clean Air Act (42 U.S.C. §§7401-7671q) and the Federal
Water Pollution Control Act as amended (33 U.S.C. §§1251-1387) and will report violations
to FEMA and the Regional Office of the Environmental Protection Agency (EPA). The Clean
Air Act(42 U.S.C. 7401-7671q.)and the Federal Water Pollution Control Act(33 U.S.C. 1251-
1387), as amended—applies to Contracts and subgrants of amounts in excess of$150,000.
D)Americans with Disabilities Act of 1990, as amended(ADA)—The CONTRACTOR
will comply with all the requirements as imposed by the ADA, the regulations of the Federal
government issued thereunder, and the assurance by the CONTRACTOR pursuant thereto.
E) Compliance With Procurement Of Recovered Materials As Set Forth In 2 CFR §
200.323. - Contractor must comply with section 6002 of the Solid Waste Disposal Act, as
amended, by the Resource Conservation and Recovery Act. The requirements of Section 6002
include procuring only items designated in guidelines of the Environmental Protection Agency
(EPA) at 40 C.F.R part 247 that contain the highest percentage of recovered materials practicable,
consistent with maintaining a satisfactory level of competition, where the purchase price of the
item exceeds $10,000 or the value of the quantity acquired during the preceding fiscal year
exceeded$10,000;procuring solid waste management services in a manner that maximizes energy
and resource recovery; and establishing an affirmative procurement program for procurement of
recovered materials identified in the EPA guidelines. In the performance of this contract, the
Contractor shall make maximum use of products containing recovered materials that are EPA-
designated items unless the product cannot be acquired
1. Competitively within a timeframe providing for compliance with the contract
performance schedule;
2. Meeting contract performance requirements; or
3. At a reasonable price.
Information about this requirement, along with the list of EPA-designated items, is available at
EPA's Comprehensive Procurement Guidelines web site,
hops://www.epa.gov/smm/comprehensiveprocurement-guideline-cpg-pro_ gram.
The Contractor also agrees to comply with all other applicable requirements of Section 6002 of
the Solid Waste Disposal Act.
F) Prohibition On Certain Telecommunications And Video Surveillance Services Or
Equipment As Set Forth In 2 CFR § 200.216. Recipients and subrecipients and their contractors
and subcontractors may not obligate or expend any federal funds to (1)Procure or obtain;
(2) Extend or renew a contract to procure or obtain; or(3) Enter into a contract(or extend or renew
a contract) to procure or obtain equipment, services, or systems that uses covered
telecommunications equipment or services as a substantial or essential component of any system,
or as critical technology as part of any system. As described in Public Law 115-232, section 889,
covered telecommunications equipment is telecommunications equipment produced by Huawei
Technologies Company or ZTE Corporation (or any subsidiary or affiliate of such entities).
(i) For the purpose of public safety, security of government facilities, physical security
surveillance of critical infrastructure, and other national security purposes, video surveillance and
telecommunications equipment produced by Hytera Communications Corporation, Hangzhou
Hikvision Digital Technology Company, or Dahua Technology Company (or any subsidiary or
affiliate of such entities).
(ii) Telecommunications or video surveillance services provided by such entities or using
such equipment.
(iii) Telecommunications or video surveillance equipment or services produced or
provided by an entity that the Secretary of Defense, in consultation with the Director of the
National Intelligence or the Director of the Federal Bureau of Investigation, reasonably believes
to be an entity owned or controlled by, or otherwise connected to, the government of a covered
foreign country.
G) Domestic Preference For Procurements As Set Forth In 2 CFR §200.322 - The County
and Contractor should, to the great extent practicable, provide a preference for the purchase,
acquisition, or use of goods, products, or materials produced in the United States (including but
not limited to iron, aluminum, steel, cement, and other manufactured products). These
requirements of this section must be included in all subawards including contracts and purchase
orders for work or products under federal award. For purposes of this section:
(1) "Produced in the United States" means, for iron and steel products, that all
manufacturing processes, from the initial melting stage through the application of coatings,
occurred in the United States.
(2) "Manufactured products" means items and construction materials composed in whole
or in part of non-ferrous metals such as aluminum; plastics and polymer-based products such as
polyvinyl chloride pipe; aggregates such as concrete; glass, including optical fiber; and lumber.
H) Disadvantaged Business Enterprises (DBE) Policy And Obligation_ - It is the policy of
the County that DBE's, as defined in 49 C.F.R. Part 26, as amended, shall have the opportunity to
participate in the performance of contracts financed in whole or in part with County funds under
this Agreement. The DBE requirements of applicable federal and state laws and regulations apply
to this Agreement. The County and its Contractor agree to ensure that DBE's have the opportunity
to participate in the performance of this Agreement. In this regard, all recipients and contractors
shall take all necessary and reasonable steps in accordance with 2 C.F.R. § 200.321(as set forth in
detail below), applicable federal and state laws and regulations to ensure that the DBE's have the
opportunity to compete for and perform contracts. The County and the Contractor and
subcontractors shall not discriminate on the basis of race, color,national origin or sex in the award
and performance of contracts, entered pursuant to this Agreement.
2 C.F.R. § 200.321 CONTRACTING WITH SMALL AND MINORITY BUSINESSES,
WOMEN'S BUSINESS ENTERPRISES, AND LABOR SURPLUS AREA FIRMS
a. If the Contractor,with the funds authorized by this Agreement, seeks to subcontract
goods or services, then, in accordance with 2 C.F.R. §200.321, the Contractor shall take the
following affirmative steps to assure that minority businesses, women's business enterprises, and
labor surplus area firms are used whenever possible.
b. Affirmative steps must include:
(1) Placing qualified small and minority businesses and women's business enterprises on
solicitation lists;
(2) Assuring that small and minority businesses, and women's business enterprises are solicited
whenever they are potential sources;
(3) Dividing total requirements, when economically feasible, into smaller tasks or quantities to
permit maximum participation by small and minority businesses, and women's business
enterprises;
(4) Establishing delivery schedules,where the requirement permits,which encourage participation
by small and minority businesses, and women's business enterprises;
(5) Using the services and assistance, as appropriate, of such organizations as the Small Business
Administration and the Minority Business Development Agency of the Department of
Commerce.
(6) Requiring the Prime contractor, if subcontractor are to be let,to take the affirmative steps listed
in paragraph(1)through(5) of this section.
I) Energy Efficiency - Contractor will comply with the Energy Policy and Conservation
Act(P.L. 94-163; 42 U.S.C. 6201-6422) and with all mandatory standards and policies relating to
energy efficiency and the provisions of the state Energy Conservation Plan adopted pursuant
thereto.
J) Access To Records - Contractor and their successors, transferees, assignees, and
subcontractors acknowledge and agree to comply with applicable provisions governing the
Department of Homeland Security (DHS) and the Federal Emergency Management Agency's
(FEMA) access to records, accounts, documents, information, facilities, and staff. Contractor
must;
1. Cooperate with any compliance review or complaint investigation conducted by DHS
2. Give DHS access to and the right to examine and copy records, accounts, and
other documents and sources of information related to the grant and permit
access to facilities, personnel, and other individuals and information as may be necessary,
as required by DHS regulations and other applicable laws or program guidance.
3. Submit timely, complete, and accurate reports to the appropriate DHS officials and
maintain appropriate backup documentation to support the reports.
K) DHS Seal, Logo And Flags - Contractor shall not use the Department of Homeland
Security seal(s), logos, crests, or reproduction of flags or likeness of DHS agency officials without
specific FEMA approval.
L) Changes To Contract- Contractor understands and agrees that any cost resulting from
a change or modification, change order, or constructive change of the agreement must be within
the scope of any Federal grant or cooperative agreement that may fund this Project and be
reasonable for the completion of the Project. Any contract change or modification, change order
or constructive change must be approved in writing by both the County and Contractor.
M) Compliance With Federal Law, Regulations, And Executive Orders - This is an
acknowledgement that FEMA financial assistance may be used to fund all or a portion of the
contract. The contractor will comply will all applicable Federal Law,regulations, executive orders,
FEMA policies, procedures, and directives.
N) No Obligation By Federal Government- The Federal Government is not a party to this
contract and is not subject to any obligations or liabilities to the County /non-Federal entity,
contractor, or any other parry pertaining to any matter resulting from the contract.
O) Program Fraud And False Or Fraudulent Statements Or Related Acts - If applicable,
the contractor acknowledges that 31 U.S.C. Chap. 38 (Administrative Remedies for False Claims
and Statements) applies to the contractor's actions pertaining to this contract.
P) Binding Terms And Conditions - The Contractor is bound by the terms and conditions
of the Federally-Funded Subaward and Grant Agreement between County and the Florida Division
of Emergency Management (Division) found on the Monroe County web page through the
following link: http://www.monroecogjM-fl.gov/DocumentCenter/View/22883/DEM-
Agreement
Q) Hold Harmless - The Contractor shall hold the Division and County harmless against
all claims of whatever nature arising out of the Contractor's performance of work under this
Agreement, to the extent allowed and required by law.
"General Decision Number: FL20230147 01/06/2023
Superseded General Decision Number: FL20220147
State: Florida
Construction Type: Highway
County: Monroe County in Florida.
HIGHWAY CONSTRUCTION PROJECTS
Note: Contracts subject to the Davis-Bacon Act are generally
required to pay at least the applicable minimum wage rate
required under Executive Order 14026 or Executive Order 13658.
Please note that these Executive Orders apply to covered
contracts entered into by the federal government that are
subject to the Davis-Bacon Act itself, but do not apply to
contracts subject only to the Davis-Bacon Related Acts,
including those set forth at 29 CFR 5.1(a)(2)-(60).
JIf the contract is entered Executive Order 14026
linto on or after January 30, generally applies to the
12022, or the contract is contract.
irenewed or extended (e.g., an The contractor must pay
loption is exercised) on or all covered workers at
after January 30, 2022: least $16.20 per hour (or
the applicable wage rate
listed on this wage
determination, if it is
higher) for all hours
spent performing on the
contract in 2023.
JIf the contract was awarded onl . Executive Order 13658
for between January 1, 2015 andl generally applies to the
January 29, 2022, and the contract.
contract is not renewed or The contractor must pay alli
lextended on or after January covered workers at least 1
130, 2022: $12.15 per hour (or the
applicable wage rate listed)
on this wage determination, 1
if it is higher) for all
hours spent performing on
that contract in 2023. 1
1 1 1
The applicable Executive Order minimum wage rate will be
adjusted annually. If this contract is covered by one of the
Executive Orders and a classification considered necessary for
performance of work on the contract does not appear on this
wage determination, the contractor must still submit a
conformance request.
Additional information on contractor requirements and worker
protections under the Executive Orders is available at
http://www.dol.gov/whd/govcontracts.
Modification Number Publication Date
0 01/06/2023
ELEC0349-002 09/01/2021
Rates Fringes
ELECTRICIAN. . . . . . . . . . . . . . . . . . . . . .$ 37.61 11.72
----------------------------------------------------------------
SUFL2013-008 08/19/2013
Rates Fringes
CARPENTER, Includes Form Work. . . .$ 11.95 ** 1.44
CEMENT MASON/CONCRETE FINISHER. . .$ 13.65 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Striping Machine). . . . .$ 12.70 ** 0.00
HIGHWAY/PARKING LOT STRIPING:
Operator (Spray Nozzleman). . . . . . .$ 13.08 ** 0.00
INSTALLER - GUARDRAIL. . . . . . . . . . . .$ 14.44 ** 0.00
IRONWORKER, REINFORCING. . . . . . . . . .$ 13.85 ** 0.00
LABORER (Traffic Control
Specialist). . . . . . . . . . . . . . . . . . . . . .$ 12.17 ** 1.71
LABORER: Asphalt, Includes
Raker, Shoveler, Spreader and
Distributor. . . . . . . . . . . . . . . . . . . . . .$ 13.60 ** 0.00
LABORER: Common or General. . . . . .$ 11.96 ** 2.90
LABORER: Flagger. . . . . . . . . . . . . . . .$ 9.87 ** 0.00
LABORER: Grade Checker. . . . . . . . . .$ 11.45 ** 0.00
LABORER: Landscape &
Irrigation. . . . . . . . . . . . . . . . . . . . . . .$ 11.16 ** 0.00
LABORER: Pipelayer. . . . . . . . . . . . . .$ 12.68 ** 0.00
OPERATOR:
Backhoe/Excavator/Trackhoe. . . . . . .$ 17.20 0.00
OPERATOR: Bobcat/Skid
Steer/Skid Loader. . . . . . . . . . . . . . . .$ 11.60 ** 0.00
OPERATOR: Broom/Sweeper. . . . . . . . .$ 10.89 ** 0.00
OPERATOR: Bulldozer. . . . . . . . . . . . .$ 13.90 ** 0.00
OPERATOR: Crane. . . . . . . . . . . . . . . . .$ 17.83 0.00
OPERATOR: Forklift. . . . . . . . . . . . . .$ 11.03 ** 0.00
OPERATOR: Grader/Blade. . . . . . . . . .$ 16.08 ** 0.00
OPERATOR: Loader. . . . . . . . . . . . . . . .$ 16.59 0.00
OPERATOR: Mechanic. . . . . . . . . . . . . .$ 13.55 ** 0.00
OPERATOR: Milling Machine. . . . . . .$ 13.23 ** 0.00
OPERATOR: Oiler. . . . . . . . . . . . . . . . .$ 12.61 ** 0.00
OPERATOR: Paver (Asphalt,
Aggregate, and Concrete). . . . . . . . .$ 18.17 0.00
OPERATOR: Roller. . . . . . . . . . . . . . . .$ 13.28 ** 2.39
OPERATOR: Screed. . . . . . . . . . . . . . . .$ 15.79 ** 0.00
OPERATOR: Trencher. . . . . . . . . . . . . .$ 16.00 ** 0.00
TRAFFIC SIGNALIZATION:
Traffic Signal Installation. . . . . .$ 19.03 0.00
TRUCK DRIVER: Dump Truck. . . . . . . .$ 12.66 ** 0.00
TRUCK DRIVER: Lowboy Truck. . . . . .$ 14.94 ** 0.00
TRUCK DRIVER: Water Truck. . . . . . .$ 13.05 ** 0.00
----------------------------------------------------------------
WELDERS - Receive rate prescribed for craft performing
operation to which welding is incidental.
----------------------------------------------------------------
----------------------------------------------------------------
** Workers in this classification may be entitled to a higher
minimum wage under Executive Order 14026 ($16.20) or 13658
($12.15). Please see the Note at the top of the wage
determination for more information.
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
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
https://www.dol.gov/agencies/whd/government-contracts.
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
National Office because National Office has 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 DECISIO"