W912JV-16-B-7002.pdf

F7K3SQ6069A002

KJAQ132250Repair/Add Basew ide Parking

This is a competitive sealed bid solicitation limited to small buisness.

The NAICS code for this acquisition is 237310 and the associated small business size standard is $36,500,000 in annual revenue.

The magnitude of construction is betw een $500,000 and $1,000,000 An organized site visit is scheduled for 11 August 2016 at 0900 local time.

Refer to Cluase 52.236-27, Site Visit for details.

X

JERRY E. FULS 541-885-6495

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

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS

NEGOTIATED

21-Jul-2016

(RFP)

(IFB)

CALL:

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

See Item 7

2. TYPE OF SOLICITATION

SEALED BID

3. DATE ISSUED

9. FOR INFORMATION A. NAME

SOLICITATION

NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA

FAR (48 CFR) 53.236-1(e)

11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________180 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10

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

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

X YES NO

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specified in Item 8 by ___________ local time ______________31 Aug 2016 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.

shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee X is, is not required.

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

D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.

SOLICITATION, OFFER,

AND AWARD

(Construction, Alteration, or Repair)

1. SOLICITATION NO.

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

4. CONTRACT NO.

7. ISSUED BY CODE

173 FW MSG/CONF

211 ARNOLD AVE

SUITE 35

KLAMATH FALLS OR 97603

W912JV

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

10:00 AM (hour)

Sealed envelopes containing offers

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

8. ADDRESS OFFER TO (If Other Than Item 7)

541-885-6600FAX:TEL: 541-885-6495 TEL: FAX:

W912JV-16-B-7002 61

20B. SIGNATURE

(REV. 4-85)STANDARD FORM 1442 BACK

TO SIGN

NSN 7540-01-155-3212

SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)

CODE FACILITY CODE

17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.

the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)

AMOUNTS SEE SCHEDULE OF PRICES

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

19. ACKNOWLEDGMENT OF AMENDMENTS

(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)

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM

(4 copies unless otherwise specified)

CODE

(Insert any number equal to or greater than

20C. OFFER DATE

25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO

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

CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY

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

See Item 14

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

30B. SIGNATURE

29. AWARD (Contractor is not required to sign this document.)

document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .

gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.

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

30C. DATE

(Type or print)

TEL: EMAIL:

31B. UNITED STATES OF AMERICA 31C. AWARD DATE

BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this28. NEGOTIATED AGREEMENT

(M ust be fully completed by offeror)OFFER

W912JV-16-B-7002

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Base Bid, 404 Parking Lot and Gate Rpr.

FFP

Contractor will remove and replace approximately 12,000 sq. ft. of existing road (Rand Way) as shown on construction drawings. Contractor will repair and compact subgrade as needed to pass testing requirements prior to placing new pavements. Construction requirements include approximately 28,000 square feet (SF) of new asphalt paving, over a new compacted rock base course according to construction drawings for new parking. Provide and install 14' automatic vertical pivot security gate. See SOW, drawings, and specifications for complete requirement FOB: Destination

PURCHASE REQUEST NUMBER: F7K3SQ6069A002

SIGNAL CODE: A

NET AMT

0002 1 Job OPTION Option Priority 1

FFP

Fire Station Parking Lot FOB: Destination

0003 1 Job OPTION Option Priority 2

FFP

Sand Slurry South EOR w/Stripe FOB: Destination

0004 1 Job OPTION Option Priority 3

FFP

Replace concrete curbing at Bldg 209 per the attached SOW, drawings, and specifications.

FOB: Destination

0005 1 Job

CMRA

FFP

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract for the AIR FORCE collection site as described in the associated Statement of Work (SOW). The contractor shall complete Contractor Manpower reporting (CMR) in accordance with the requirements outlined in the Statement of Work. Information regarding CMR, including contractor user guides, can be obtained at the following website: https://cmra.army.mil/help/glossary.html FOB: Destination

STATEMENT OF WORK

OREGON AIR NATIONAL GUARD

KINGSLEY FIELD

221 Wagner Street Klamath Falls, OR 97603

STATEMENT OF WORK

FOR

TFI- Repair/Add Base wide Parking

KJAQ132250

DATE

20 June 2016

GENERAL REQUIREMENTS

The Contractor will provide all labor, tools, equipment, and materials to complete this project in accordance with all federal, state, county and local regulations and codes. Protect all facilities, grounds, plants, and utilities not scheduled to receive work. Observe all safety, OSHA, DEQ, and EPA rules and regulations. Contractors are required to report all labor hours, regardless of contract type via the contract manpower reporting application and federal acquisition regulation (FAR) requirements. Contractor will repair, repaint, or replace all damaged finishes.

Coordination with the Base Civil Engineering (BCE) office and Security operations fourteen (14) days prior to start of work is required to secure base-entry access. Contractor will request & secure a dig permit and call Oregon’s utility notification center 1-800-332-2344 prior to work as well as coordinate work site access. The Contractor shall submit a construction schedule and material submittal for approval prior to construction. This Statement of Work and the drawings are an outline of performance to ensure the contractor understands the basis for design and construction. The contractor will clean-up and dispose of all debris off base and Airport property at the end of each workday. The contractor shall provide as-built drawings that are to-scale and which accurately record all construction efforts Contractor shall verify all dimensions and quantities listed on Statement of Work and construction drawings.

Submittals: Submit a preliminary list, developed with the project inspector, of major products proposed for use, which includes the name of its manufacturer, trade name, and model number.

Contractors must also submit MSDS data on all products used on site to the project inspector.

Summary of Work

BASE BID:

404 Parking Lot and Gate Repair

SCOPE:

Contractor will remove and replace approximately 12,000 sq. ft. of existing road (Rand Way) as shown on construction drawings. Contractor will repair and compact subgrade as needed to pass testing requirements prior to placing new pavements. Construction requirements include approximately 28,000 square feet (SF) of new asphalt paving, over a new compacted rock base course according to construction drawings for new parking. The Contractor will be required to provide a grading/drainage plan for approval prior to construction. Contractor will relocate existing pre-cast concrete parking curbs to new open ended parking stalls. Paint striping per plan to include FOD Check Point, Parking stalls and roadway using an Alkyd base paint which conforms to AASHTO M248 or the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES which must be applied per manufactures requirements on a surface clear from debris and dry at a temperature above 40° Fahrenheit. The contractor will install approximately 140 linear feet (LF) of new curbing per specifications. Install approximately 75 LF of new sidewalk per drawings. The contractor will be responsible for testing.

This roadway accommodates the majority of the traffic flow to B400; traffic control will be required for this portion of project. Additional construction contracts in the B400 compound may be in place. Contractor will be required to coordinate with contractors and base personnel for access into the compound. Contractor will submit a traffic management plan for each phase and option of construction. Plan will address disruption of parking areas and traffic lanes, and will ensure each work area will be accessible by personnel and emergency vehicles. BCE office will coordinate with each affected work center during construction.

GATE/FENCING: The contractor shall purchase and install all required components for a 14’ automatic vertical pivot security gate, Tilt-A-Way model or similar. Government will retain existing gate operator. The Contractor will install the gate on a concrete pad in accordance with the manufactures printed recommendations. Exit side of the gate will have detection loops to open the gate when a departing vehicle approaches the gate. Contractor will locate nearest power source and establish an electrical circuit to operate the tilt away gate. Key pad and concrete bollards will be located on the entrance left side of the gate opening so that drivers can access the key pad. Gate installation must conform to all base fire, safety and security regulations. All components of the gates and fencing must have a minimum five year parts and labor warranty.

Coordinate finished elevation of gate pad with the government project manager.

Chain link fabric will be Type A - Chain link, 50 mm (2 in) square mesh, woven 9 gauge (3.76 mm or 0.148 in) steel wire fabric, 2.1 m (7 ft.) high, surmounted by 3 strands of barbed wire, angled outward at 45 degrees for a total height of 2.4 m (8 ft.).). Top rail will be 1 5/8” O.D.

swedge end PF-10 medium weight, 1.11lbs per foot. Line post will be 1 7/8” O.D. PF-10-meduim weight, 1.27 lbs. per foot. Posts will be set 10’ on center maximum spacing. Concrete footing: 12” diameter, 36” depth. Terminal post will be 2 3/8” O.D. PF-10-medium weight, 1.60 lbs. per foot. Concrete footing: 12” diameter, 36” depth. The vertical pivot gate is pre-fabricated and shall be installed to manufactures specifications. Tension wire to be 7 gage coil spring galvanized tension wire attached to bottom of fence fabric with 9 gage steel hog ring spaced 24” on center. Fittings will be regular brace band and carriage bolt, pressed steel rail end, pressed steel cap, 3/16” X 3/4" tension bar, regular tension band and carriage bolt. Tie wire will be 6 ½” 9 gage Aluminum tie wire spaced 15” on center for line posts and 24 “ on center for rails. All concrete pads and post footings will be truck poured concrete.

PERIMETER LIGHTING: The contractor shall install two government furnished light poles and associated conduit and wire in locations indicated on the drawings.

GENERAL: Area directly south of site is a known plant habitat for Milk Vetch. Contractor will not be allowed to damage, stage, clean/washout or work in that area.

Preparation: All work shall be conducted in a workman or workwoman like manner. Contractor shall keep site clean and free of blowing scrap materials. Vehicles and job site clean-up must comply with Kingsley Field and Airport Regulations. Protect adjacent surfaces to remain.

Furnished Utilities: The Government can furnish necessary electricity and water for this project.

The contractor will be responsible for all hookups and disconnects.

OPTION 1:

Fire Station Parking Lot SCOPE: Contractor will remove and replace approximately 15,000 sq. ft. of existing asphalt as shown on construction drawings. Contractor will repair and compact subgrade as needed to pass testing requirements prior to placing new pavements. Construction requirements include approximately 4000 square feet (SF) of new asphalt paving, over a new compacted rock base course. The Contractor will be required to provide a grading/drainage plan for approval prior to construction. Contractor will relocate existing pre-cast concrete parking curbs to new open ended parking stalls. Paint striping per plan to include FOD Check Point, Parking stalls and roadway using an Alkyd base paint which conforms to AASHTO M248 or the MANUAL ON UNIFORM TRAFFIC CONTROL DEVICES which must be applied per manufactures requirements on a surface clear from debris and dry at a temperature above 40° Fahrenheit. The contractor will install approximately 500 linear feet (LF) of new curbing per specifications.

The following requirements are minimums that will be complied with:

1. Demolition – maintain within construction limits, provide protection where necessary and replace damaged work not scheduled for demolition.

2. Excavation – excavate only where required, protect all vegetation from damage.

3. Erosion Control – Contractor will execute best management practices to ensure debris and sediment does not reach drainage system.

4. Compaction - not less than 95% of the maximum density as determined by ASTM D- 1557 on rock and PCC.

5. Asphalt Paving – 3” of compacted asphalt, (ODOT ½”, Level 3 asphalt w/ PG 64-28 binder compacted to ODOT standards). The new base will consist of 3” of ¾” minus over 6” of 1 ½” minus. Use GTF-200 woven geotextile support fabric under sub-base.

6. Portland cement Concrete – 3000, or 3500 psi compressive strength, 5% to 7% air, ASTM C 150 type I or II cement. Match existing joint spacing and type. Install Dow Corning 888 joint sealer or equivalent.

After installation and testing of new paving, the Contractor will water test for proper slope and drainage, along with submittal of elevation spot checks and proof of minimum grading. If new work contains birdbaths or improper drainage, the Contractor will repair the problem at no additional cost.

The Contractor is responsible for recording components unearthed during excavation and submitting at the completion of work. The project work shall not interfere with the operation of the surrounding shops or facilities unless prior approval is given.

Preparation: All work shall be conducted in a workman or workwoman like manner. Contractor shall keep site clean and free of blowing scrap materials. Vehicles and job site clean-up must comply with Kingsley Field and Airport Regulations. Protect adjacent surfaces to remain.

Furnished Utilities: The Government can furnish necessary electricity and water for this project.

The contractor will be responsible for all hookups and disconnects.

OPTION 2:

Sand Slurry South EOR & Restripe This project is to sand slurry asphalt pavements and restripe existing aircraft parking and taxi lines as specified by the Base Civil Engineer at the South EOR, approximately 8,000 square yards of seal coat and 3000 linear feet of striping. Seal coating shall include cleaning and washing existing asphalt pavements, applying coating to designated areas, and curing the coating according to coating manufacturer’s recommendations.

The sand slurry shall be one coat, heavy duty pavement sealer per FAA specifications, Application shall be per specification. The contractor will submit a schedule of work for approval before proceeding with the work.

The coating shall be allowed to cure for the manufacturer’s recommended time, not to exceed three (3) days prior to allowing aircraft traffic on it. Provide cones or barricades to protect coated areas during cure time. The project work shall not interfere with the operation of the surrounding shops or facilities unless prior approval is given. This work will be warranted in writing for a period of one year against all defects in materials and application.

Airfield Striping;

1. SCOPE.

The work specified by this section consists of furnishing all labor, equipment, tools, appliances, transportation, materials, and reports required to prepare and restripe aircraft taxi and parking lines after sealcoating is completed on Kingsley Field. The current striping was put down less than a year ago. Marking must be completed without damage to pavement surface, joints, joint and crack seals, or any other government property. Compliance with specifications for pavement marking materials shall be determined by laboratory analysis as described in Section 3. Compliance with requirements for proper installation and placement of markings shall be as stated in Section 8. All completed and accepted work will require a written one-year warranty against defects in materials and workmanship.

2. REFERENCED PUBLICATIONS.

Federal Specifications:

・ TT-P-1952D, Paint, Traffic and Airfield Marking, Waterborne

・ TT-B-1325C, Beads (glass spheres) Retro reflective

Air Force

・ AFI 32-1042, Standards for Marking Airfields

・ ETL 94-1, Standard Airfield Pavement Marking Schemes

United States Code (U.S.C.)

・ 42 U.S.C. 6901, et seq., Resource Conservation Recovery Act

・ 42 U.S.C. 9601, et seq., Comprehensive Environmental Response, Compensation, and

Liability Act

・ 49 U.S.C. 1801, et seq., Hazardous Materials Transportation Act

3. MATERIALS AND EQUIPMENT.

Paint products shall meet the requirements of Federal Specification TT-P-1952D. The equipment used for marking shall be mounted on pneumatic tires and shall be capable of applying lines of paint only, or paint and beads simultaneously, in widths of 4 inches to 3 feet at a speed of at least 5 miles per hour. Equipment shall be sufficiently mobile and maneuverable to allow application of straight lines or curves in a true arc. It shall be adjustable to allow application of single lines of single colors or multiple lines of different colors, at least 6 inches wide, and skip lines in variable lengths at least 4 inches wide. All spray applicators and bead dispensers shall produce markings of uniform thickness, width, and appearance, with clean-cut edges. The Contractor shall equip mobile marking equipment with a hand operated spray applicator to mark areas that are otherwise inaccessible or provide separate equipment to apply legends and markings in spaces where large equipment cannot be manipulated. The Contractor shall store equipment and materials only in areas approved by the CO or authorized representative. Water and electricity will be furnished at no cost to the Contractor. The Contractor will pay for and provide temporary connections and/or hook-up.

4. WORK AREA PREPARATION.

The Contractor shall provide traffic controls necessary to establish a safe and adequate work zone and to minimize aircraft interruptions. Before marking begins, the Contractor shall inspect each general work area to determine the extent of cleaning required, The Contractor shall clean the existing areas that are to be remarked and remove any loose or poorly bonded paint that would inhibit adhesion of the new marking to the pavement surface. Paint that is intact and bonded to the pavement does not have to be removed if it will be covered with the new painting plan/location. The Contractor shall remove dust, dirt, peeling or poorly bonded paint, and granular surface deposits from all other pavement areas by sweeping, blowing with compressed air, and/or rinsing with pressurized water. All chemicals used for cleaning and media used for removal shall be collected, contained, and disposed of off base. Any areas exposed to rain or traffic after cleaning shall be cleaned again before marking. Pavement markings shall be applied to dry pavement only. The Contractor shall test the pavement surface for moisture before beginning work after each period of rainfall, fog, high humidity, or cleaning, or when the ambient temperature has fallen below the dew point. Do not commence marking until the pavement is sufficiently dry and the pavement condition has been approved by the COR or authorized representative.

5. OPERATIONS ON THE AIRFIELD.

The Contractor shall perform all contracted work within the controlled zones of the airfield.

Coordinate access to or through the base with the COR or authorized representative. Coordinate all work within 90 feet of a taxiway centerline with the City Airport administration and comply with all applicable FAA regulations. Work may be interrupted to provide a taxi lane for aircraft in an emergency or when a special or unscheduled mission is assigned. If the ramp is needed for aircraft operations, the Contractor shall remove all equipment from the operational surfaces of the airfield and beyond the hold line within 15 minutes of notification to clear. The Contractor must adhere to the preapproved schedule for execution of the work, weather permitting, as roadway closures must be coordinated in advance. If Contractor’s schedule is delayed by weather conditions or mechanical equipment breakdown, the Contractor shall notify the CO or authorized representative, and a new work schedule will be established. The CO or authorized representative will coordinate the roadway closure schedule with the using agencies.

6. ENVIRONMENTAL LIMITATIONS.

Pavement marking will be suspended when wind conditions interfere with uniform application of pavement marking materials. All markings must be uniform in length and width, as defined in Section 8, with a clean cut-off at the ends and edges. Pavements can be marked only when both the pavement surface and air temperature are at least 7°C (45°F) and rising, and the pavement surface temperature is at least 2.7°C (5°F) above the dew point. Pavement marking must be suspended during rain or when the pavement surface is wet. Before resuming work, test the pavement surface for excess moisture using the plastic-wrap method. The Contractor shall clean debris from the ramp surface as the work proceeds.

7. METHOD OF OPERATION AND EXECUTION.

The Contractor shall conduct all marking operations in strict compliance with all local, state, and Federal environmental statutes and regulations, including, but not limited to, regulations promulgated under 29 C.F.R. 1910, et seq., 42 U.S.C. 6901, et seq.; and 42 U.S.C. 9601, et seq.

The Contractor shall provide all cones, barriers, lights, signs, placards, flags, and flagging personnel necessary to establish an adequate and safe work zone and control traffic in and around the work area until newly applied markings are dry. The Contractor shall establish and maintain work zones as necessary throughout the period of the contract, prominently identifying potential hazards and dangers to personnel and traffic in or near the work area. Coordinate all vehicle marking, escorts, and taxiway closures when required. The Contractor shall remove all debris, waste, spillage, and by-products generated by the marking operations from the base and shall strictly comply with all applicable state, local, and Federal environmental statutes and regulations regarding disposal, including, but not limited to, regulations promulgated under 42 U.S.C. 6901, et seq.; 42 U.S.C. 9601, et seq.; and 49 U.S.C. 1801, et seq.

8. QUALITY CONTROL

The Contractor shall ensure that all markings are installed properly and placed in strict compliance with this specification and the contract drawings. Ensure that all colors meet the intent of the project documents. Paint shall be applied to a wet film thickness of 12 to 14 mils.

9. DAMAGE REPAIR AND CLEANUP

The Contractor shall protect all areas of pavement adjacent to the work area from splatter, splash, spills, and drips. Any disfigurement will be removed by the Contractor at the Contractor’s expense. The Contractor shall remove completely all improperly placed or improperly applied markings and disfigurements without damage to the pavement, joints, and joint and crack seals. Obliterating the markings with paint will not be allowed unless the removal process leaves marking patterns that could mislead or confuse pilots or motorists. The Contractor and the CO or authorized representative shall jointly inspect the work area before marking operations commence. During this inspection, proper layout of new markings shall be verified and existing damage to the pavement systems, joints, and crack seals shall be documented. The Contractor shall repair any damage to the pavement system, joints, joint and crack seals, or other Government property resulting from pavement marking. Repairs shall be made at the Contractor’s expense using materials and methods approved by the CO or authorized representative and shall be completed within the contract performance period. Unused paint and beads shall remain the property of the Contractor.

10. Preparation: All work shall be conducted in a workman or workwoman like manner.

Contractor shall keep site clean and free of blowing scrap materials. Vehicles and job site cleanup must comply with Kingsley Field and Airport Regulations. Protect adjacent surfaces to remain.

11. Furnished Utilities: The Government can furnish necessary electricity and water for this project. The contractor will be responsible for all hookups and disconnects.

OPTION 3:

Replace Concrete curbing at Bldg. 209

SCOPE:

The contractor is to remove and replace approximately 340 linier foot of curbing around bldg.

209. New curbing will be to the City of Klamath Falls specification type “B” curbing. Concrete work to be constructed of 4000psi, six sack concrete.

1) Admixtures

a. Air entrainment 5% -6%

b. Other admixtures: None.

2) Curing Material; must be used with the method approved by the city prior to its use.

3) Contraction joints to be provided on 10” centers between isolation joints (1/8” width & 2” depth min)

4) Saw cutting shall be required on curb removal or reconstruction, if limits of work do not terminate at existing construction joint.

COORDINATION

Preparation: All work shall be conducted in a workman or workwoman like manner. Contractor shall keep site clean and free of blowing scrap materials. Vehicles and job site clean-up must comply with Kingsley Field and Airport Regulations. Protect adjacent surfaces to remain.

Furnished Utilities: The Government can furnish necessary electricity and water for this project.

The contractor will be responsible for all hookups and disconnects.

Dig Permits: Contractor shall acquire a City dig permit, prior to proceeding with any work.

Security: All contractors and associated subcontractors are required to fill out a Security Background Check on DD Form 369 and submit to the BCE office 14 days prior to performing work on base. The same persons must complete the anti-terrorism training level 1 then submit their completion certificate with their background check. POC is Mrs. Anna Harsch (541-885- 6368). Any deliveries of equipment shall be scheduled 1 day in advance with BCE. The contractor will follow all local security procedures for the Base and the Airport.

Work Hours: Contractors must perform work during Base duty hours (M-F 0700-1630) and or hours specified by the Airport. Contractors must coordinate with the BCE and the Airport office if they wish to work outside of these hours. The contractor will not be allowed to work on Federal holidays or Scheduled Days off (SDO), without prior approval.

Provide “ASBUILT” drawings to BCE office that comply with base survey and mapping standards prior to project close-out.

Project Duration: For ANG purposes project shall commence no later than ten (10) calendar days after Notice to Proceed (NTP) and shall be completed within ninety (90) calendar days.

Airport may have different requirements that need to be met as well.

Warranty: For ANG purposes a written one year warranty from the contractor is required for all materials and workmanship at the time of completion. Airport may have different requirements that need to be met as well.

DRAWINGS

List of drawings to be supplied in PDF:

404 Drawing Set Fire Station Parking Drawings South Apron Drawings

WAGE DETERMINATION

General Decision Number: OR160001 04/22/2016 OR1 Superseded General Decision Number: OR20150001 State: Oregon Construction Type: Highway Counties: Oregon Statewide.

HIGHWAY CONSTRUCTION PROJECTS

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.15 for calendar year 2016 applies to all contracts subject to the Davis-Bacon Act for which the solicitation was issued on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.15 (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2016. 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 01/08/2016 1 02/26/2016 2 03/25/2016 3 04/01/2016 4 04/22/2016

BROR0001-006 06/01/2014

BAKER, BENTON (NORTH), CLACKAMAS, CLATSOP, COLUMBIA, GILLIAM,

HARNEY, HOOD RIVER, LINCOLN (NORTH), LINN (NORTH), MALHEUR

(NORTH), MARION, MORROW, MULTNOMAH, POLK, SHERMAN, TILLAMOOK,

UMATILLA, UNION, WALLOWA, WASCO (NORTH), WASHINGTON AND YAMHILL

COUNTIES

Rates Fringes

BRICKLAYER.......................$ 33.88 16.50

BROR0001-007 06/01/2014

BENTON (SOUTH), CROOK, DESCHUTES, GRANT, JACKSON, JEFFERSON,

KLAMATH, LAKE, LANE, LINCOLN (SOUTH), LINN (SOUTH), MALHEUR

(SOUTH), WASCO (SOUTH) AND WHEELER COUNTIES

Rates Fringes

BRICKLAYER.......................$ 32.68 16.15

CARP9001-001 06/01/2012

ZONE 1:

Rates Fringes Carpenters:

CARPENTERS..................$ 32.61 14.44

DIVER STANDBY...............$ 34.42 14.44

DIVERS TENDERS..............$ 36.97 14.44

DIVERS......................$ 78.38 14.44

MANIFOLD AND/OR

DECOMPRESSION CHAMBER

OPERATORS...................$ 30.28 14.44

MILLWRIGHTS.................$ 33.11 14.44

PILEDRIVERS.................$ 33.61 14.44

DEPTH PAY:

50 to 100 feet $1.00 per foot over 50 feet 101 to 150 feet 1.50 per foot over 101 feet 151 to 200 feet 2.00 per foot over 151 feet Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.85 Zone 3 - 1.25

Zone 4 - 1.70 Zone 5 - 2.00 Zone 6 - 3.00 ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall ZONE 4 - More than 50 miles and less than 60 miles from the respective City Hall ZONE 5 - More than 60 miles and less than 70 miles from the respective City Hall ZONE 6 - More than 70 miles from the respective City Hall.

BASEPOINTS CITIES FOR CARPENTERS (EXCLUDING MILLWRIGHTS,

PILEDRIVERS AND DIVERS)

ALBANY ASTORIA BAKER

BEND BROOKINGS BURNS

COOS BAY CORVALLIS EUGENE

GOLDENDALE GRANTS PASS HERMISTON

HOOD RIVER KLAMATH FALLS LAGRANDE

LAKEVIEW LONGVIEW MADRAS

MEDFORD McMINNVILLE NEWPORT

OREGON CITY ONTARIO PENDLETON

PORTLAND PORT ORFORD REEDSPORT

ROSEBURG SALEM ST. HELENS

THE DALLES TILLAMOOK VANCOUVER

BASEPOINTS FOR MILLWRIGHTS

EUGENE NORTH BEND LONGVIEW

PORTLAND MEDFORD THE DALLES

VANCOUVER

BASEPOINTS FOR PILEDRIVERS AND DIVERS

ASTORIA BEND COOS BAY

EUGENE KLAMATH FALLS LONGVIEW

MEDFORD NEWPORT PORTLAND

ROSEBURG SALEM THE DALLES

* ELEC0048-006 01/01/2016

CLACKAMAS, CLATSOP, COLUMBIA, HOOD RIVER, MULTNOMAH, TILLAMOOK,

WASCO, WASHINGTON, SHERMAN AND YAMHILL (NORTH) COUNTIES

Rates Fringes

CABLE SPLICER....................$ 44.22 21.50

ELECTRICIAN......................$ 40.20 21.11

HOURLY ZONE PAY:

Hourly Zone Pay shall be paid on jobs located outside of the free zone computed from the city center of the following listed cities:

Portland, The Dalles, Hood River, Tillamook, Seaside and Astoria Zone Pay:

Zone 1: 31-50 miles $1.50/hour Zone 2: 51-70 miles $3.50/hour Zone 3: 71-90 miles $5.50/hour Zone 4: Beyond 90 miles $9.00/hour *These are not miles driven. Zones are based on Delorrne Street Atlas USA 2006 plus.

ELEC0112-001 06/01/2015

BAKER, GILLIAM, GRANT, MORROW, UMATILLA, UNION, WALLOWA, AND

WHEELER COUNTIES

Rates Fringes

CABLE SPLICER....................$ 40.74 18.65

ELECTRICIAN......................$ 38.80 18.59

ELEC0280-003 01/01/2016

BENTON, CROOK, DESCHUTES, JEFFERSON, LANE (EAST OF A LINE

RUNNING NORTH AND SOUTH FROM THE NORTHEAST CORNER OF COOS

COUNTY TO THE SOUTHEAST CORNER OF LINCOLN COUNTY), LINN,

MARION, POLK AND YAMHILL (SOUTHERN HALF) COUNTIES

Rates Fringes

CABLE SPLICER....................$ 41.15 17.75

ELECTRICIAN......................$ 37.73 18.57

ELEC0291-006 06/08/2015

MALHEUR COUNTY

Rates Fringes

CABLE SPLICER....................$ 30.97 5%+10.71

ELECTRICIAN......................$ 28.15 5%+10.71

* ELEC0659-004 01/01/2015

DOUGLAS (EAST OF A LINE RUNNING NORTH AND SOUTH FROM THE NE

CORNER OF COOS COUNTY TO THE SE CORNER OF LINCOLN COUNTY),

HARNEY, JACKSON, JOSEPHINE, KLAMATH AND LAKE COUNTIES

Rates Fringes

CABLE SPLICER....................$ 33.48 15.71

ELECTRICIAN......................$ 30.44 15.71

ZONE PAY: BASE POINTS ARE FROM THE DOWNTOWN POST OFFICE IN

GRANTS PASS, KLAMATH FALLS, ROSEBURG AND MEDFORD.

ZONE 1: 0-20 MILES $0.00 PER HOUR

ZONE 2: > 20-30 MILES $1.50 PER HOUR

ZONE 3: >30-40 MILES $3.30 PER HOUR

ZONE 4: >40-50 MILES $5.00 PER HOUR

ZONE 5: >50-60 MILES $6.80 PER HOUR

ZONE 6: >60 MILES $9.50 PER HOUR

*THESE ARE NOT MILES DRIVEN. zONES ARE BASED ON DELORNE

STREET ATLAS USA 5.0.

* ELEC0932-004 01/01/2016

COOS, CURRY, LINCOLN, DOUGLAS AND LANE COUNTIES (AREA LYING

WEST OF A LINE NORTH AND SOUTH FROM THE N.E. CORNER OF COOS

COUNTY TO THE S.E. CORNER OF LINCOLN COUNTY)

Rates Fringes

ELECTRICIAN......................$ 35.50 16.12

ENGI0701-005 01/01/2015

ZONE 1:

POWER EQUIPMENT OPERATORS (See Footnote C) Rates Fringes

POWER EQUIPMENT OPERATOR

GROUP 1.....................$ 39.47 14.10

GROUP 1A....................$ 41.44 14.10

GROUP 1B....................$ 43.42 14.10

GROUP 2.....................$ 37.58 14.10

GROUP 3.....................$ 36.44 14.10

GROUP 4.....................$ 35.36 14.10

GROUP 5.....................$ 34.13 14.10

GROUP 6.....................$ 30.94 14.10

Zone Differential (add to Zone 1 rates):

Zone 2 - $3.00 Zone 3 - $6.00 For the following metropolitan counties: MULTNOMAH;

CLACKAMAS; MARION; WASHINGTON; YAMHILL; AND COLUMBIA;

CLARK; AND COWLITZ COUNTY, WASHINGTON WITH MODIFICATIONS AS

INDICATED:

All jobs or projects located in Multnomah, Clackamas and Marion Counties, West of the western boundary of Mt. Hood National Forest and West of Mile Post 30 on Interstate 84 and West of Mile Post 30 on State Highway 26 and West of Mile Post 30 on Highway 22 and all jobs or projects located in Yamhill County, Washington County and Columbia County and all jobs or porjects located in Clark & Cowlitz County, Washington except that portion of Cowlitz County in the Mt.

St. Helens "Blast Zone" shall receive Zone I pay for all classifications.

All jobs or projects located in the area outside the identified boundary above, but less than 50 miles from the Portland City Hall shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the Portland City Hall, but outside the identified border above, shall receive Zone III pay for all classifications.

For the following cities: ALBANY; BEND; COOS BAY; EUGENE;

GRANTS PASS; KLAMATH FALLS; MEDFORD; ROSEBURG

All jobs or projects located within 30 miles of the respective city hall of the above mentioned cities shall receive Zone I pay for all classifications.

All jobs or projects located more than 30 miles and less than 50 miles from the respective city hall of the above mentioned cities shall receive Zone II pay for all classifications.

All jobs or projects located more than 50 miles from the respective city hall of the above mentioned cities shall receive Zone III pay for all classifications.

POWER EQUIPMENT OPERATORS CLASSIFICATIONS

Group 1 Concrete Batch Plan and or Wet mix three (3) units or more;

Crane, Floating one hundred and fifty (150) ton but less than two hundred and fifty (250) ton; Crane, two hundred

(200) ton through two hundred ninety nine (299) ton with two hundred foot (200') boom or less (including jib, inserts and/or attachments); Crane, ninety (90) ton through one hundred ninety nine (199) ton with over two hundred (200') boom Including jib, inserts and/or attachments);

Crane, Tower Crane with one hundred seventy five foot (175') tower or less and with less than two hundred foot (200') jib; Crane, Whirley ninety (90) ton and over;

Helicopter when used in erecting work Group 1A Crane, floating two hundred fifty (250) ton and over; Crane, two hundred (200) ton through two hundred ninety nine

(299) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Crane, three hundred (300) ton through three hundred ninety nine (399) ton; Crane, Tower Crane with over one hundred seventy five foot (175') tower or over two hundred foot (200') jib;

Crane, tower Crane on rail system or 2nd tower or more in work radius Group 1B Crane, three hundred (300) ton through three hundred ninety nine (399) ton, with over two hundred foot (200') boom (including jib, inserts and/or attachments); Floating crane, three hundred fifty (350) ton and over; Crane, four hundred (400) ton and over Group 2 Asphalt Plant (any type); Asphalt Roto-Mill, pavement profiler eight foot (8') lateral cut and over; Auto Grader or "Trimmer"; Blade, Robotic; Bulldozer, Robotic Equipment (any type); Bulldozer, over one hundred twenty thousand (120,000) lbs. and above; Concrete Batch Plant and/or Wet Mix one (1) and two (2) drum; Concrete Diamond Head Profiler; Canal Trimmer; Concrete, Automatic Slip Form Paver (Assistant to the Operator required); Crane, Boom Truck fifty (50) ton and with over one hundred fifty foot (150') boom and over; Crane, Floating (derrick barge) thirty (30) ton but less than one hundred fifty (150) ton;

Crane, Cableway twenty-five (25) ton and over; Crane, Floating Clamshell three (3) cu. Yds. And over; Crane, ninety (90) ton through one hundred ninety nine (199) ton up to and including two hundred foot (200') of boom (including jib inserts and/or attachments); Crane, fifty

(50) ton through eighty nine (89) ton with over one hundred fifty foot (150') boom (including jib inserts and/or attachments); Crane, Whirley under ninety (90) ton; Crusher Plant; Excavator over one hundred thirty thousand (130,000) lbs.; Loader one hundred twenty thousand (120,000) lbs. and above; Remote Controlled Earth Moving Equipment; Shovel, Dragline, Clamshell, five (5) cu. Yds. And over; Underwater

Equipment remote or otherwise, when used in construction work; Wheel Excavator any size Group 3 Bulldozer, over seventy thousand (70,000) lbs. up to and including one hundred twenty thousand (120,000) lbs.;

Crane, Boom Truck fifty (50) ton and over with less than one hundred fifty foot (150') boom; Crane, fifty (50) ton through eighty nine (89) ton with one hundred fifty foot (150') boom or less (including jib inserts and/or attachments); Crane, Shovel, Dragline or Clamshell three

(3) cu. yds. but less than five (5) cu. Yds.; Excavator over eighty thousand (80,000) lbs. through one hundred thirty thousand (130,000) lbs.; Loader sixty thousand (60,000) lbs. and less than one hundred twenty thousand (120,000) lbs.

Group 4 Asphalt, Screed; Asphalt Paver; Asphalt Roto-Mill, pavement profiler, under eight foot (8') lateral cut; Asphalt, Material Transfer Vehicle Operator; Back Filling Machine;

Backhoe, Robotic, track and wheel type up to and including twenty thousand (20,000) lbs. with any attachments; Blade (any type); Boatman; Boring Machine; Bulldozer over twenty thousand (20,000) lbs. and more than one hundred (100) horse up to seventy thousand (70,000) lbs.; Cable-Plow (any type); Cableway up to twenty five (25) ton; Cat Drill (John Henry); Chippers; Compactor, multi-engine; Compactor, Robotic; Compactor with blade self-propelled; Concrete, Breaker; Concrete, Grout Plant; Concrete, Mixer Mobile;

Concrete, Paving Road Mixer; Concrete, Reinforced Tank Banding Machine; Crane, Boom Truck twenty (20) ton and under fifty (50) ton; Crane, Bridge Locomotive, Gantry and Overhead; Crane, Carry Deck; Crane, Chicago Boom and similar types; Crane, Derrick Operator, under one hundred

(100) ton; Crane, Floating Clamshell, Dragline, etc.

Operator, under three (3) cu. yds. Or less than thirty (30) ton; Crane, under fifty (50) ton; Crane, Quick Tower under one hundred foot (100') in height and less than one hundred fifty foot (150') jib (on rail included); Diesel-Electric Engineer (Plant or Floating); Directional Drill over twenty thousand (20,000) lbs. pullback; Drill Cat Operator; Drill Doctor and/or Bit Grinder; Driller, Percussion, Diamond, Core, Cable, Rotary and similar type; Excavator Operator over twenty thousand (20,000) lbs. through eighty thousand (80,000) lbs.; Generator Operator; Grade-all; Guardrail Machines, i.e. punch, auger, etc.; Hammer Operator (Piledriver); Hoist, stiff leg, guy derrick or similar type, fifty (50) ton and over; Hoist, two (2) drums or more; Hydro Axe (loader mounted or similar type); Jack Operator, Elevating Barges, Barge Operator, self-unloading;

Loader Operator, front end and overhead, twenty five thousand (25,000) lbs. and less than sixty thousand (60,000) lbs.; Log Skidders; Piledriver Operator (not crane type); Pipe, Bending, Cleaning, Doping and Wrapping Machines; Rail, Ballast Tamper Multi-Purpose; Rubber-tired Dozers and Pushers; Scraper, all types; Side-Boom; Skip Loader, Drag Box; Strump Grinder (loader mounted or similar type); Surface Heater and Planer; Tractor, rubber-tired, over fifty (50) HP Flywheel; Trenching Machine three foot (3') depth and deeper; Tub Grinder (used for wood debris);

Tunnel Boring Machine Mechanic; Tunnel, Mucking Machine;

Ultra High Pressure Water Jet Cutting Tool System Operator;

Vacuum Blasting Machine Operator; Water pulls, Water wagons Group 5 Asphalt, Extrusion Machine; Asphalt, Roller (any asphalt mix); Asphalt, Roto-Mill pavement profiler ground man;

Bulldozer, twenty thousand (20,000) lbs. or less, or one hundred (100) horse or less; Cement Pump; Chip Spreading Machine; Churn Drill and Earth Boring Machine; Compactor, self-propelled without blade; Compressor, (any power) one thousand two hundred fifty (1,250) cu. ft. and over, total capacity; Concrete, Batch Plant Quality control; Concrete, Combination Mixer and compressor operator, gunite work;

Concrete, Curb Machine, Mechanical Berm, Curb and/or Curb and Gutter; Concrete, Finishing Machine; Concrete, Grouting Machine; Concrete, Internal Full Slab Vibrator Operator;

Concrete, Joint Machine; Concrete, Mixer single drum, any capacity; Concrete, Paving Machine eight foot (8') or less;

Concrete, Planer; Concrete, Pump; Concrete, Pump Truck;

Concrete, Pumpcrete Operator (any type); Concrete, Slip Form Pumps, power driven hydraulic lifting device for concrete forms; Conveyored Material Hauler; Crane, Boom Truck under twenty (20) tons; Crane, Boom Type lifting device, five (5) ton capacity or less; Drill, Directional type less than twenty thousand (20,000) lbs. pullback; Fork Lift, over ten (10) ton or Robotic; Helicopter Hoist; Hoist Operator, single drum; Hydraulic Backhoe track type up to and including twenty thousand (20,000) lbs.; Hydraulic Backhoe wheel type (any make); Laser Screed; Loaders, rubber-tired type, less than twenty five thousand (25,000) lbs.; Pavement Grinder and/or Grooving Machine (riding type); Pipe, cast in place Pipe Laying Machine; Pulva-Mixer or similar types; Pump Operator, more than five (5) pumps (any size); Rail, Ballast Compactor, Regulator, or Tamper machines; Service Oiler (Greaser); Sweeper Self-Propelled;

Tractor, Rubber-Tired, fifty (50) HP flywheel and under;

Trenching Machine Operator, maximum digging capacity three foot (3') depth; Tunnel, Locomotive, Dinkey; Tunnel, Power Jumbo setting slip forms, etc.

Group 6 Asphalt, Pugmill (any type); Asphalt, Raker; Asphalt, Truck Mounted Asphalt Spreader, with Screed; Auger Oiler;

Boatman; Bobcat, skid steed (less than one (1) yard);

Broom, self-propelled; Compressor Operator (any power) under 1,250 cu. ft. total capacity; Concrete Curing Machine (riding type); Concrete Saw; Conveyor Operator or Assistant; Crane, Tugger; Crusher Feederman; Crusher Oiler;

Deckhand; Drill, Directional Locator; Fork Lift; Grade Checker; Guardrail Punch Oiler; Hydrographic Seeder Machine, straw, pulp or seed; Hydrostatic Pump Operator;

Mixer Box (CTB, dry batch, etc.); Oiler; Plant Oiler; Pump (any power); Rail, Brakeman, Switchman, Motorman; Rail, Tamping Machine, mechanical, self-propelled; Rigger; Roller grading (not asphalt); Truck, Crane Oiler-Driver

IRON0029-004 07/01/2015

Rates Fringes

IRONWORKER.......................$ 34.12 23.04

LABO0001-006 06/01/2014

Rates Fringes Mason Tender/Hod Carrier Tenders to Bricklayers, Tile Setters, Marble Setters and Terrazzo Workers, Topping for Cement Finishers and Mortar Mixers...............$ 27.44 13.10

LABO0003-003 06/01/2014

ZONE 1:

LABORERS (SEE FOOTNOTE C)

Rates Fringes Laborers:

GROUP 1.....................$ 26.43 13.10

GROUP 2.....................$ 27.44 13.10

GROUP 3.....................$ 22.86 13.10

Zone Differential (Add to Zone 1 rates):

Zone 2 - $0.65

Zone 3 - 1.15 Zone 4 - 1.70 Zone 5 - 2.75 ZONE 1 - All jobs or projects located within 30 miles of the respective City Hall ZONE 2 - More than 30 miles and less than 40 miles from the respective City Hall ZONE 3 - More than 40 miles and less than 50 miles from the respective City Hall ZONE 4 - More than 50 miles and less than 80 miles from the respective City Hall ZONE 5 - More than 80 miles from the respective City Hall.

BASEPOINTS:

ALBANY ASTORIA BAKER CITY

BEND BURNS COOS BAY

EUGENE GRANTS PASS HERMISTON

KLAMATH FALLS MEDFORD PENDLETON

PORTLAND ROSEBURG SALEM

THE DALLES

LABORER CLASSIFICATIONS

GROUP 1: Applicator (including Pot Tender for same) applying protective material by hand or nozzle on utility lines or storage tanks on project, Asphalt Plant; Asphalt Spreader;

Batch Weighman; Broomers; Brush Burners and Cutters; Choker Setter; Choker Splicer; Clary Power Spreader; Clean-up Laborer; Clean up Nozzleman (concrete, rock, etc);

Concrete Laborer; Crusher Feeder; Curing, Concrete;

Demolition, wrecking, and moving; Dopping and Wrapping Pipe; Dumpman (for Grading Crew); Erosion Control Specialist; Fine Graders; Fence Builders; Form Strippers;

Guard Rail, Median Rail, Barriers, Reference Post, Guide Post, Right of Way Marker; Remote Control (Dry Pack Machine, Jackhammer, Chipping Guns, Compaction, Paving Breakers, Hand Held Concrete Saw, Demo Saw, Core Drill);

Precast Concrete Setter; Pressure Washer; Railroad Track Laborer; Ribbon Setter; Rip Rap Map; Sand Blasting (Wet);

Scaffold Tender; Self Propelled Concrete Buggy; Sewer Laborer; Sign Erector; Signalman; Scissor and Manlift;

Skipman; Slopers; Sprayman; Stake Chaser; Stake Setter;

Tamper; Timber Faller and Bucker; Tool Operators (Hand Held, Walk Behind) GROUP 2: Asbestos Removal; Asphalt Rakers, Bit Grinder, Concrete Core Drill, Concrete Pump Nozzleman, Concrete Saw Operator (Walk Behind, Walk Saw, Rail Mounted, Wire); Drill Operator; Grade Checker; Gunite Nozzleman; Hazardous Waste Laborer; High Scalers; Laser Bean (Pipe Laying); Loop Installation; Manhole Builder; Mold Remediation Laborer;

Nippers and Timberman; Pipelayer; Powderman; Power Saw Operators (Bucking and Falling); Pumpcrete Nozzleman; Sand Blasting (Dry); Sewer Timberman; Tugger Operator;

Vibrators; Water Blaster GROUP 3: Final Clean-up(detailed clean-up, limited to cleaning up floors, ceilings, walls, windows-prior to acceptance by the owner); Fire Watch; Landscaper; Traffic Flagger

FOOTNOTE C:

HANDLING OF HAZARDOUS WAST MATERIALS - Personnel in all craft classifications subject to working inside a federally designated Hazardous Waste perimeter shall be eligible for compensation in accordance with the following group schedule relative to the level of Hazardous Waste as outline in the specific Hazardous Waste Project Site Safety Plan:

H-1 Base Wage Rate when on a hazardous waste site when not outfitted with protective clothing.

H-2 Class "C" Suit - Basic hourly wage rate plus $1.00 per hour, fringes plus $0.15.

H-3 Class "B" Suit - Basic hourly wage rate plus $1.50 per hour, fringes…