W912PQ-18-R-8001_BATS_Shelter_Site.pdf
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Text version
F9GGGA8088AW02
The 174th Contracting Office, Hancock Field Air National Guard (ANG) Base, Syracuse, New York intents to aw ard a firm f ixed price contract for layout, installation of conduit pipe, and pouring a concrete pad at the Eastern Air Defense Sector, Rome, NY. Work w ill be performed in accordance w ith the attached statement of w ork (SOW), dated 21 February 2018. The applicable North American Industrial Classification System Code (NAICS) is 238110 and the Small Business Size Standard is $15,000,000. This action is being solicited as a total small business set-aside. The magnitude of this project is betw een $25,000 and $100,000. A site visit w ill be held 1 May 2018 at 9:00AM Eastern at 366 Otis St, Rome, NY 13441. Please contact SMSgt Ashley Pace at ashley.a.pace4.mil@mail.mil no later than 12:00PM Eastern on 30 April 2018 if you w ish to attend.
ASHLEY A. PACE 315-233-2133
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
24-Apr-2018
(RFP)
(IFB)
X
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
X
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 ________30 calendar days after receiving aw ard, notice to proceed. This performance period is X mandatory, negotiable. (See _________________________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 specif ied in Item 8 by ___________ local time ______________08 May 2018 (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 is, X 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 _______30 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
W912PQ- 174TH ATKW/NYANG
6001 E. MOLLOY ROAD
HANCOCK FIELD
SYRACUSE NY 13211-7099
W912PQ
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
04:30 PM (hour)
Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
315-233-2134FAX:TEL: 315-233-2130 TEL: FAX:
W912PQ18R8001 27
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
W912PQ18R8001
Section 00010 - Solicitation Contract Form
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job BATS Shelter Site Work
FFP
Battlespace Access Training Systems (BATS) Training Shelter Facility Site Work.
Contractor shall provide and install all labor and materials to complete the project as described in the attached statement of work and supplemental files.
FOB: Destination
PURCHASE REQUEST NUMBER: F9GGGA8088AW02
SIGNAL CODE: A
PSC CD: Y1JZ
NET AMT
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
Contractor Manpower Reporting
FFP
CMR Reporting (NON PRICED CLIN)
FOR INFORMATION ONLY--DO NOT PRICE THIS CLIN.
Vendors must agree to complete the Contract Management Reporting Application at the end of each fiscal year, if awarded the contract.
The application may be accessed at: https://cmra.army.mil/Login.aspx.
The CMRA is an online database that automates the Army’s contract management and reporting process for contract management personnel by allowing users to enter their contract information, track contract data, and view reports based on contract data in the application. Its primary function is to support the Contractor Manpower Reporting (CMR) program that was approved on September 13, 2002 by the Business Initiatives Council (BIC) to improve the Army’s visibility of contractor services to planners and programmers. The CMR business process captures information of funding source, contracting vehicle, organization supported, mission and function performed, labor hours, and labor costs for contracted efforts. It enables the Army to:
• Fully understand the total Army workforce
• Provide better oversight of the workforce
• Ensure Army receives full value from contractor workforce
• Better account for total Army workforce
NET AMT
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY
0001 Destination Government Destination Government 0002 N/A N/A N/A N/A
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 POP 14-MAY-2018 TO
13-JUN-2018
N/A NY AIR NATIONAL GUARD - 174 ATKW
DAN MELIE
366 OTIS ST
BLDG 703
ROME NY 13441
315-334-6142 FOB: Destination
F9GGGA
0002 N/A N/A N/A N/A
Section 00100 - Bidding Schedule/Instructions to Bidders
EVALUATION
A technical approach plan is required to be submitted with the contractor's proposal. The Contracting Officer is not responsible for locating or obtaining any information not identified in the offer. If an offer cannot comply with every requirement, that offer will not be technically acceptable, and therefore will not be considered. Once an offer has been determined to be technically acceptable, and in compliance with all directions in this solicitation, the Government will award to the offeror with the lowest evaluated price.
Section 00700 - Contract Clauses
CLAUSES INCORPORATED BY REFERENCE
52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-10 Reporting Executive Compensation and First-Tier
Subcontract Awards
OCT 2016
52.222-30 Construction Wage Rate Requirements--Price Adjustment (None or Separately Specified Method)
MAY 2014
52.222-50 Combating Trafficking in Persons MAR 2015 52.223-3 Hazardous Material Identification And Material Safety Data JAN 1997 52.223-6 Drug-Free Workplace MAY 2001 52.223-10 Waste Reduction Program MAY 2011 52.225-9 Buy American--Construction Materials MAY 2014 52.225-13 Restrictions on Certain Foreign Purchases JUN 2008 52.228-11 Pledges Of Assets JAN 2012 52.232-38 Submission of Electronic Funds Transfer Information with
Offer
JUL 2013
52.233-1 Disputes MAY 2014 52.233-3 Protest After Award AUG 1996 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.236-2 Differing Site Conditions APR 1984 52.236-3 Site Investigation and Conditions Affecting the Work APR 1984 52.236-5 Material and Workmanship APR 1984 52.236-6 Superintendence by the Contractor APR 1984 52.236-8 Other Contracts APR 1984 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements
APR 1984
52.236-11 Use and Possession Prior to Completion APR 1984 52.236-12 Cleaning Up APR 1984 52.236-13 Accident Prevention NOV 1991 52.236-14 Availability and Use of Utility Services APR 1984 52.236-21 Specifications and Drawings for Construction FEB 1997 52.236-26 Preconstruction Conference FEB 1995 52.236-27 Site Visit (Construction) FEB 1995 52.243-5 Changes and Changed Conditions APR 1984 52.246-21 Warranty of Construction MAR 1994 52.248-3 Value Engineering-Construction OCT 2015 252.203-7000 Requirements Relating to Compensation of Former DoD
Officials
SEP 2011
252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD
Officials
NOV 2011
252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting
OCT 2016
252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support
MAY 2016
252.232-7003 Electronic Submission of Payment Requests and Receiving Reports
JUN 2012
CLAUSES INCORPORATED BY FULL TEXT
52.211-12 LIQUIDATED DAMAGES--CONSTRUCTION (SEP 2000)
(a) If the Contractor fails to complete the work within the time specified in the contract, the Contractor shall pay liquidated damages to the Government in the amount of $165 for each calendar day of delay until the work is completed or accepted and a charge of $300 to process each modification.
(b) If the Government terminates the Contractor's right to proceed, liquidated damages will continue to accrue until the work is completed. These liquidated damages are in addition to excess costs of repurchase under the Termination clause.
(End of clause)
52.228-13 ALTERNATIVE PAYMENT PROTECTIONS (JULY 2000)
(a) The Contractor shall submit one of the following payment protections:
Payment Bond An irrevocable letter of credit (ILC)
(b) The amount of the payment protection shall be 100 percent of the contract price.
(c) The submission of the payment protection is required within 10 days of contract award.
(d) The payment protection shall provide protection for the full contract performance period plus a one-year period.
(e) Except for escrow agreements and payment bonds, which provide their own protection procedures, the Contracting Officer is authorized to access funds under the payment protection when it has been alleged in writing by a supplier of labor or material that a nonpayment has occurred, and to withhold such funds pending resolution by administrative or judicial proceedings or mutual agreement of the parties.
(f) When a tripartite escrow agreement is used, the Contractor shall utilize only suppliers of labor and material that signed the escrow agreement.
252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (MAY 2013)
(a) Definitions. As used in this clause--
Department of Defense Activity Address Code (DoDAAC) is a six position code that uniquely identifies a unit, activity, or organization.
Document type means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).
Local processing office (LPO) is the office responsible for payment certification when payment certification is done external to the entitlement system.
(b) Electronic invoicing. The WAWF system is the method to electronically process vendor payment requests and receiving reports, as authorized by DFARS 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.
(c) WAWF access. To access WAWF, the Contractor shall--
(1) Have a designated electronic business point of contact in the System for Award Management at https://www.acquisition.gov; and
(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this Web site.
(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.
(e) WAWF methods of document submission. Document submissions may be via Web entry, Electronic Data Interchange, or File Transfer Protocol.
(f) WAWF payment instructions. The Contractor must use the following information when submitting payment requests and receiving reports in WAWF for this contract/order:
(1) Document type. The Contractor shall use the following document type(s).
(Contracting Officer: Insert applicable document type(s). Note: If a “Combo” document type is identified but not supportable by the Contractor's business systems, an “Invoice” (stand-alone) and “Receiving Report” (stand-alone) document type may be used instead.)
(2) Inspection/acceptance location. The Contractor shall select the following inspection/acceptance location(s) in WAWF, as specified by the contracting officer.
(Contracting Officer: Insert inspection and acceptance locations or “Not applicable”.)
(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.
Routing Data Table* Field Name in WAWF Data to be entered in WAWF Pay Official DoDAAC ____ Issue By DoDAAC ____ Admin DoDAAC ____ Inspect By DoDAAC ____ Ship To Code ____ Ship From Code ____ Mark For Code ____ Service Approver (DoDAAC) ____ Service Acceptor (DoDAAC) ____
Accept at Other DoDAAC ____ LPO DoDAAC ____ DCAA Auditor DoDAAC ____ Other DoDAAC(s) ____
(*Contracting Officer: Insert applicable DoDAAC information or “See schedule” if multiple ship to/acceptance locations apply, or “Not applicable.”)
(4) Payment request and supporting documentation. The Contractor shall ensure a payment request includes appropriate contract line item and subline item descriptions of the work performed or supplies delivered, unit price/cost per unit, fee (if applicable), and all relevant back-up documentation, as defined in DFARS Appendix F, (e.g. timesheets) in support of each payment request.
(5) WAWF email notifications. The Contractor shall enter the email address identified below in the “Send Additional Email Notifications” field of WAWF once a document is submitted in the system.
(Contracting Officer: Insert applicable email addresses or “Not applicable.”)
(g) WAWF point of contact. (1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity's WAWF point of contact.
(Contracting Officer: Insert applicable information or “Not applicable.”)
(2) For technical WAWF help, contact the WAWF helpdesk at 866-618-5988.
Section 00800 - Special Contract Requirements
STATEMENT OF WORK
STATEMENT OF WORK
(BATS)
BATTLESPACE ACCESS TRAINING SYSTEMS
TRAINING SHELTER FACILITY SITE WORK
BUILDING 700
EASTERN AIR DEFENSE SECTOR
GRIFFISS BUSINESS AND TECHNOLOGY PARK
BUILDING 700
366 OTIS STREET
ROME, NEW YORK 13441-4812
EADS PROJECT
GRCL-18-0001
21 Feb 2018
Table of contents
1. SCOPE OF WORK
2. AREA OF WORK
3. DESCRIPTION OF WORK
4. PERIOD OF PERFORMANCE
5. MATERIALS
6. GENERAL CONDITIONS
7. GOVERNMENT WORKING HOURS
8. UTILITIES
9. DISPOSAL OF MATERIALS AND CLEANUP
10. SECURITY
11. ESCORTS
12. SITE VISIT
13. POINT OF CONTACT
1. SCOPE OF WORK:
The contractor shall provide all personnel, equipment, tools, materials, supervision, transportation, and other items and services necessary to complete the work as described in this Performance Work Statement. Work location is at the Eastern Air Defense Sector (EADS), Building 700, 366 Otis Street, Rome, New York 13441-4812 on the Griffiss Business and Technology Park.
2. AREA OF WORK:
Contractor shall work only in the areas designated by the Engineer in Charge.
Area of work is located at the south west end of Building 700.
Contractor to verify all measurements and quantities at site visit.
3. DESCRIPTION OF WORK:
Contractor shall provide and install all labor and materials to complete the project as described in this Statement of Work.
Contractor is responsible for all layout to be approved by EADS engineer.
Contractor shall contact Dig-Safe for location of all utilities.
Contractor shall prepare subgrade form and pour two concrete beams in accordance with the following requirements: The grade beams thickness shall be: 10 in Depth and Width: 21 in, the concrete pad shall be 5” thick.
Concrete shall have a compression strength: 4,000 psi finished trowel with a fine broom finish. All Grade beam and pad reinforcement implemented shall be #4 rebar at 12 in on center each direction, coverage on all sides of rebar shall be 2 inches. The concrete reinforcement shall be in center of pour to reinforce the concrete slab in accordance with the latest version of American Concrete Institute (ACI) 318.
Contractor shall prepare subgrade and place all sub-base, form, rebar and a concrete slab in accordance with the requirements in this Statement of Work. The Concrete Slab Size shall be 45 ft. × 75 ft., 5 in (3,390 ft²) for the specific 8 pack RSS that will be installed. All Concrete shall have a compression strength: 4,000 psi, thickness: ≥ 5 in minimum. The concrete finish shall be troweled with a fine broom finish and have two coats of sealer applied. All relief cuts shall be a 9 ft. × 9 ft. pattern, ¼ in wide × 1¾ in deep, filled with silicon joint sealant.
All reinforcement implemented shall be #4 rebar at 12 in on center each direction at 2 in above compacted base with chair spacers, 2 inches clear on all sides of rebar, rebar mat shall be in center of pour to reinforce the concrete slab in accordance with the latest version of American Concrete Institute (ACI) 318. The sub-base shall be six (6) inches compacted item #4 under the five (5) inch concrete pad and twelve (12) inches compacted item #4 under the grade beams.
Contractor shall prepare subgrade and place all sub-base, form, rebar and a concrete slab extension to the concrete tower foundation in accordance with the requirements in this Statement of Work. The extension shall have continuous rebar and form from the main concrete slab full width of 45 ft. All Concrete shall have a compression strength:
4,000 psi, thickness: ≥ 5 in minimum. The concrete finish shall be troweled with a fine broom finish and have two coats of sealer applied.
The extended concrete relief cuts shall match the pattern of the main slab ¼ in wide × 1¾ in deep, filled with silicon joint sealant.
All conduits installed shall be EMT for interior and mounted on exterior walls to below grade. All conduits under grade shall be Schedule 80 PVC.
Expansion couplings shall be installed where conduit transitions are installed above ground connecting to the PVC below grade. Contractor shall install electrical duct bank that shall include two (2) 2-1/2 inch EMT pipes from DP-2 panel in 128A the mechanical room with measuring/pulling tape, high strength polyamide 1800 lb. in each, in Building 700. The conduit pipes shall run the entire length from the panel to the RSS building external pedestal termination points. Contractor shall provide and replace the two (2) 200 amp breakers in the existing panel DP-2, room 128A in Building 700, Type CC 200 AMP
240v 40 CCAT# CCH3200 Current interruption rating 25000 AMP @ 240v.
Provide and Install two (2) 200 amp services from DP2 in room 128A building 700. Conductor size shall be Four 4/0 AWG conductors, Four #4 AWG grounds, 75 KVA (120/208 V, 200 Amp, 3 phase each. The RSS requires shore power of 75 KVA (120/208 V, 200 Amp, 3 phase) to power the RSS power input/output panel. Contractor install two 200 amp services which includes two 200 amp umbilicals, one for dedicated RSS power and the other for dedicated simulator power. Install a grounding grid with 3/4 inch by 10 ft. ground rods. Exothermically weld all underground connections. Place a cover over the rods for access and inspection of the exothermic welds. Above ground connections may be mechanically attached. Test all ground points for baseline ohm rating and submit the report to base CE.
Contractor shall provide and install the COMM Duct Bank consisting of two (2) four inch pipes with four (4) one inch inner duct in each and junction boxes to support the RSS communications panel on one side which will allow data lines to be transferred through the RSS wall panels from exterior to interior with pull strings in all inner ducts. Conduits shall extend from cable tray, B700 mounted Junction Box to the pedestal mounted Junction Box.
Contractor shall restore all areas of work back to existing conditions with 6 inches of screened topsoil, seeded and mulched, and sod shall be Tall Fescue / Bluegrass blend on the sloped areas to prevent erosion.
All drainage structures and parking lot shall have environmental silt fence in place to prevent silt runoff. All parking lots and roadways shall be broom swept to keep clear of debris and dirt.
4. PERIOD OF PERFORMANCE:
Work must be completed in conjunction with the Mission Schedule without interruption of or interference with the function of the military personnel unless prescheduled prior to start of work. All work shall be completed in 180 days from
NTP.
5. MATERIALS:
All materials must be submitted on an AF Form 3000 prior to using for approval by Engineer in charge with Safety Data Sheet (SDS) sheets for each product used. General contractor shall be on site to accept, unload and sign for all materials delivered to the work site. EADS shall have 10 business days to review and approve all material submittals.
6. GENERAL CONDITIONS:
Contractor and all personnel shall comply with the OSHA, NEC, NFPA, and ASTM Standards. Contractor shall protect all government property (Personnel, Buildings, Foliage, Grounds) while work is in progress. Contractor shall work with the time line of EADS. Prime General Contractor shall be on site at all times with a site supervisor for all sub-contractors supervision. Low Price with Technical Acceptable Plan submitted with bid, shall determine the bid award.
7. GOVERNMENT WORKING HOURS:
Work hours shall be Monday thru Friday 0700-1530 hours, with the exception of
Federal holidays. Due to EADS 24/7 Mission, the contractor may need to work outside these hours to include weekends. Contractor must have prior approval in writing to work outside these guidelines and must coordinate with the Engineer in charge.
8. UTILITIES:
The Government shall provide at no cost to the Contractor reasonable amounts of water and electricity to support the contract. Hook up will be to existing outlets and will be the contractor’s responsibility.
9. DISPOSAL OF MATERIALS AND CLEANUP:
The contractor shall dispose of all containment debris associated with this job off base and provide valid documentation of disposal. Contractor shall clean up after each work period and dispose of all debris at the close of each day.
Contractor shall verify all site conditions, quantities, measurements, and project requirements before bidding or ordering materials.
Contractor shall protect and barricade all work areas at all times to protect workers and the public from injury.
Contractor shall protect all structures, utilities, vegetation, sidewalks and vehicles from damage at all times. Replace all damaged materials with new materials to the satisfaction of the Government, at no additional cost to the Government.
10. SECURITY:
EADS Security Forces shall monitor the incoming and outgoing of work personnel during the duration of the project. All deliveries shall be coordinated with the Engineer to arrange for their entrance into the compound.
The contractor shall submit a list of all personnel names, copy of valid driver’s license within one week after award of contract. Any personnel that will work onsite shall be vetted through EADS security. No one will work on site until a background check is completed and personnel cleared. If at any time the contractor submits additional names for clearance, EADS security will require at least 48 hours’ notice to clear individual.
All Contractor personnel shall have a minimum of one (1) Form of Photo Identification with them at all times.
OPSEC Training – Contractor will be briefed in Preconstruction conference.
11. ESCORTS:
The work area (B-700) is located in a secure compound. A security briefing will be conducted prior to the start of the contract.
12. SITE VISIT:
One (1) site visit will be scheduled with date and time determined when solicitation issued. Contractors will meet at EADS Building 703, 366 Otis St., Griffiss Business and Technology Park, Rome, New York 13441-4805.
Call SMSgt. Ashley Pace 233-2133, if you plan to attend site visit.
13. POINT OF CONTACT:
Mr. Daniel Melie, Chief, Engineering Services (315) 334-6142.
Mr. Gregory Hatzinger, CEE (315) 334-6731
WAGE DETERMINATION
General Decision Number: NY180014 03/09/2018 NY14
Superseded General Decision Number: NY20170014
State: New York
Construction Types: Heavy and Highway
HEAVY & HIGHWAY CONSTRUCTION
County: Oneida County in New York.
HEAVY AND HIGHWAY CONSTRUCTION PROJECTS
Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.
Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Modification Number Publication Date 0 01/05/2018 1 02/09/2018 2 03/09/2018
BRNY0002-009 06/01/2017
UTICA CHAPTER
Rates Fringes
CEMENT MASON/CONCRETE FINISHER...$ 36.06 18.96+a
FOOTNOTE:
a. Paid Holidays: Memorial Day, July the 4th, Labor Day, and Thanksgiving Day (provided the employee is employed one
(1) day before and one (1) day after the holiday).
CARP0277-001 07/01/2017
HEAVY & HIGHWAY CONSTRUCTION
Rates Fringes
Carpenters:
Carpenters, Millwrights, Piledrivers................$ 29.88 21.20
ELEC0043-001 06/01/2017
Rates Fringes
CABLE SPLICER....................$ 40.45 24.32
ELECTRICIAN......................$ 36.75 24.32
ELEC1249-003 05/01/2017
Rates Fringes
ELECTRICIAN (LINE
CONSTRUCTION: LIGHTING AND
TRAFFIC SIGNAL Including any and all Fiber Optic Cable necessary for Traffic Signal Systems, Traffic Monitoring systems and Road Weather information systems)
Flagman.....................$ 25.59 6.75%+22.65+a Groundman (Truck Driver)....$ 34.12 6.75%+22.65+a Groundman Truck Driver (tractor trailer unit)......$ 36.25 6.75%+22.65+a Lineman & Technician........$ 42.65 6.75%+22.65+a Mechanic....................$ 34.12 6.75%+22.65+a
FOOTNOTE:
a. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, plus President's Day, Good Friday, Decoration Day, Election Day for the President of the United States and Election Day for the Governor of the State of New York, provided the employee works the day before or the day after the holiday.
ELEC1249-004 05/01/2017
Rates Fringes
ELECTRICIAN (Line Construction) Overhead and underground distribution and maintenance work and all overhead and underground transmission line work including any and all fiber optic ground wire, fiber optic shield wire or any other like product by any other name manufactured for the dual purpose of ground fault protection and fiber optic capabilities :
Flagman....................$ 29.52 6.75%+22.65+a Groundman digging machine operator...................$ 44.28 6.75%+22.65+a Groundman truck driver (tractor trailer unit).....$ 41.82 6.75%+22.65+a Groundman Truck driver.....$ 39.36 6.75%+22.65+a Lineman and Technician.....$ 49.20 6.75%+22.65+a Mechanic...................$ 39.36 6.75%+22.65+a Substation:
Cable Splicer..............$ 52.75 7.25%+21.75+a Flagman....................$ 28.77 7.25%+21.75+a Ground man truck driver....$ 38.36 7.25%+21.75+a Groundman digging machine operator...................$ 43.16 7.25%+21.75+a Groundman truck driver (tractor trailer unit).....$ 40.76 7.25%+21.75+a Lineman & Technician.......$ 47.95 7.25%+21.75+a Mechanic...................$ 38.36 7.25%+21.75+a Switching structures;
railroad catenary installation and maintenance, third rail type underground fluid or gas filled transmission conduit and cable installations (including any and all fiber optic ground product by any other name manufactured for the dual purpose of ground fault protection and fiber optic capabilities), pipetype cable installation and maintenance jobs or projects, and maintenance bonding of rails; Pipetype cable installation Cable Splicer..............$ 54.20 7.25%+21.75+a Flagman....................$ 29.56 7.25%+21.75+a Groundman Digging Machine Operator...................$ 44.34 7.25%+21.75+a Groundman Truck Driver (tractor-trailer unit).....$ 41.88 7.25%+21.75+a Groundman Truck Driver.....$ 39.42 7.25%+21.75+a Lineman & Technician.......$ 49.27 7.25%+21.75+a Mechanic...................$ 39.42 7.25%+21.75+a
FOOTNOTE:
a. PAID HOLIDAYS: New Year's Day, Presidents' Day, Memorial Day, Good Friday, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and Election Day for the President of the United States and Election Day for the Governor of New York State, provided the employee works two days before or two days after the holiday.
* ELEC1249-008 01/01/2018
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ELECTRICIAN (Line Construction)
TELEPHONE, CATV
FIBEROPTICS CABLE AND
EQUIPMENT
Cable splicer..............$ 31.83 3%+4.73 Groundman..................$ 16.01 3%+4.73 Installer Repairman- Teledata Lineman/Technician- Equipment Operator.........$ 30.21 3%+4.73 Tree Trimmer................$ 23.95 3%+9.98+a
a. New Year's Day, President's Day, Good Friday, Decoration Day, Independence Day, Labor Day, Veteran's Day, Thanksgiving Day, Day after Thanksgiving, Christmas Day.
ENGI0545-002 07/01/2017
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Power equipment operators:
GROUP 1.....................$ 40.80 25.15+a GROUP 2.....................$ 39.92 25.15+a GROUP 3.....................$ 36.64 25.15+a GROUP 4.....................$ 44.80 25.15+a GROUP 5.....................$ 43.80 25.15+a GROUP 6.....................$ 42.80 25.15+a GROUP 7.....................$ 42.15 25.15+a
POWER EQUIPMENT OPERATORS CLASSIFICATIONS
GROUP 1: Asphalt Curb Machine, Self Propelled, Slipform, Automated Concrete Spreader (CMI Type), Automatic Fine Grader, Backhoe (Except Tractor Mounted, Rubber Tired), Backhoe Excavator Full Swing (CAT 212 or similar type), Back Filling Machine, Belt Placer (CMI Type), Blacktop Plant (Automated), Boom truck , Cableway, Caisson Auger, Central Mix Concrete Plant (Automated), Concrete Curb Machine, Self Propelled, Slipform, Concrete Pump, Crane, Cherry Picker, Derricks (steel erection), Dragline, Overhead Crane (Gantry or Straddle type), Pile Driver, Truck Crane, Directional Drilling Machine, Dredge, Dual Drum Paver, Excavator (All Purpose Hydraulically Operated) (Gradall or Similar), Front End Loader ( 4 cu. yd. and Over), Head Tower (Sauerman or Equal), Hoist (Two or Three Drum), Holland Loader, Maintenance Engineer, Mine Hoist, Mucking Machine or Mole Pavement Breaker(SP) Wertgen; PB-4 and similar type, Power Grader, Profiler (over 105 H.P.)
Quad 9, Quarry Master (or equivalent), Scraper, Fireman, Fork Lift, Form Tamper, Grout Pump, Gunite Machine, Hammers (Hydraulic self-propelled), Hydra-Spiker, ride-on, Hydraulic Pump (jacking system), Hydro-Blaster (Water), Mulching Machine, Oiler, Parapet Concrete or Pavement, Shovel, Side Boom, Slip Form Paver, Tractor Drawn, BeltType Loader, Truck or Trailer Mounted Log , Chipper (Self Feeder), Tug Operator (Manned Rented Equipment Excluded), Tunnel Shovel
GROUP 2: Asphalt Paver, Backhoe (Tractor Mounted, Rubber Tired), Bituminous Recycler Machine, Bituminous Spreader and Mixer, Blacktop Plant (NonAutomated), Blast or Rotary Drill (Truck or Tractor Mounted), Boring Machine, Cage Hoist, Central Mix Plant (NonAutomated) and All Concrete Batching Plants, Cherry Picker (5 tons capacity and under), Concrete Paver (Over 16S), Crawler Drill, Self-contained, Crusher, Diesel Power Unit, Drill Rigs, Tractor Mounted, Front End Loader (Under 4 cu. yd.), Greaseman/Lubrication
Engineer, HiPressure Boiler (15 lbs. and over), Hoist (One Drum), Hydro-Axe, Kolman Plant Loader and Similar Type Loaders, L.C.M. Work Boat Operator, Locomotive Mixer (for stabilized base selfpropelled), Monorail Machine, Plant Engineer, Profiler (105 H.P. and under), Grinder, Post Hole Digger and Post Driver, Power Broom (towed), Power Heaterman, Power Sweeper, Revinius Widener, Roller (Grade and Fill), Scarifier, ride-on, Shell Winder, Skid steer loader (Bobcat or similar), Span-Saw, ride-on, Steam Cleaner, Pug Mill, Pump Crete Ready Mix Concrete Plant Refrigeration Equipment (for soil stabilization)Road Widener, Roller (all above subgrade), Sea Mule, Self-contained Ride-on Rock Drill, Excluding Air-Track Type Drill, Skidder, Tractor with Dozer and/or Pusher, Trencher.
Tugger Hoist, Vermeer saw (ride on, any size or type), Winch, Winch Cat
GROUP 3: A Frame Winch Hoist on Truck , Articulated Heavy Hauler, Aggregate Plant, Asphalt or Concrete Grooving, Machine (ride on), Ballast Regulator, Ride-on Boiler (used in conjunction with production), Bituminous Heater, self-propelled, Boat (powered), Cement and Bin Operator, Compressors, Dust Collectors, Generators, Pumps, Welding Machines, Light Plants, Heaters (hands-off equipment), Concrete Pavement Spreader and Finisher, Concrete Paver or Mixer (16S and under), Concrete Saw (self-propelled), Conveyor, Deck Hand, Directional Drill Machine Locator, Drill, (Core), Drill, (Well,) Farm Tractor with accessories, Fine Grade Machine, Tamper, ride-on, Tie Extractor, ride-on, Tie Handler, ride-on, Tie Inserter, ride-on, Tie Spacer, ride-on, Tire Repair, Track Liner, ride-on, Tractor, Tractor (with towed accessories), Vibratory Compactor, Vibro Tamp, Well Point
GROUP 4: Tower Cranes
GROUP 5: Cranes 50 tons and over
GROUP 6: Cranes 49 tons and below
GROUP 7: Master Mechanic
FOOTNOTE:
a. New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day provided the employee has worked the working day before and the working day after the holiday.
IRON0440-001 05/01/2017
REMANINDER OF COUNTY
Rates Fringes
Ironworkers:
Structural, Ornamental, Rodman, Machinery Mover, Rigger, Fence Erector, Reinforcement, and Stone Derrickman..................$ 27.25 25.44
LABO0035-002 07/01/2017
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LABORER
GROUP 1.....................$ 28.05 23.74+a GROUP 2.....................$ 28.25 23.74+a GROUP 3.....................$ 28.45 23.74+a
GROUP 4.....................$ 28.65 23.74
GROUP 5.....................$ 24.00 20.64+a
FOOTNOTE:
a. Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day and New Year's Day provided the employee must work the day before and the work the day after a holiday to receive holiday pay.
GROUP 1: Laborers, flagman, outboard and handboats
GROUP 2: Bull Float, Chain Saw, Concrete aggregate bin, Concrete Bootman, Gin Buggy, Hand or Machine Vibrator, Jackhammer, Mason Tender, Mortor Mixer, Pavement Breaker, Handlers of all steel mesh, Small generators for laborers's tools, Installation of bridge drainage; Pipelayers, Vibrator type rollers, Tamper, Drill doctor, Tail or Screw Operator on asphalt paver, Water pump operator (1 1/2" and single diaphram), Nozzle (aphlat, gunnite, seeding and sand blasting), Laborers on chain link fence erection, Rock splitter and power unit, Pusher type concrete saw and all other gas, electric, oil, and Air tool operators, Wrecking laborers
GROUP 3: All rock or drilling machine operators (except quarry master and similar type), Acetylene torch operators, and Asphalt paver, Powerman
GROUP 4: Blasterers, form setters, stone and granite curb setters
GROUP 5: Hazardous waste removal
PAIN0004-020 05/01/2017
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Painters:
Bridges.....................$ 38.00 26.60
PAIN0677-002 05/01/2017
Rates Fringes
GLAZIER..........................$ 24.25 17.69
PLUM0112-005 05/01/2017
Rates Fringes
PLUMBER (Including Steamfitting) Northern Zone...............$ 35.00 26.60
SFNY0669-001 04/01/2017
Rates Fringes
SPRINKLER FITTER.................$ 33.76 15.84
TEAM0182-001 06/01/1996
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Truck drivers:
GROUP 1.....................$ 17.37 7.70+a GROUP 2.....................$ 17.42 7.70+a GROUP 3.....................$ 17.47 7.70+a GROUP 4.....................$ 17.62 7.70+a GROUP 5.....................$ 17.77 7.70+a
FOOTNOTES:
PAID HOLIDAYS: A-New Year's Day, B-Memorial Day, C-Independence Day, D-Labor Day, E-Thanksgiving Day, F-Christmas Day
a. Paid Holidays: Independence Day and Labor Day provided the employee works his scheduled day before and his scheduled day after the holiday and is on the payroll week in which the holiday falls.
TRUCK DRIVERS:
GROUP 1: Pickups, panel trucks, flatboy material truck (straight jobs), single axle dump trucks, dumpsters, receives, greasers, truck tiremen.
GROUP 2: Tandems, batch trucks, mechanics.
GROUP 3: Semi-trailers, low-boy trucks, asphalt distributors trucks, agitator, mixer trucks and dumpcrete type vehicles, truck mechanic, fuel truck.
GROUP 4: Specialized earth moving equipment-euclid type or similar off-highway equipment where not self-loader, and straddle (ross) carrier, self contained concrete unit
GROUP 5: Off-highway tandem back-dump, twin engine equipment and double hitched equipment where not self-loaded.
WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.
Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.
Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.
Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).
The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).
Union Rate Identifiers
A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:
PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.
Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.
Survey Rate Identifiers
Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.
Survey wage rates are not updated and remain in effect until a new survey is conducted.
Union Average Rate Identifiers
Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.
A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.
WAGE DETERMINATION APPEALS PROCESS
1.) Has there been an initial decision in the matter? This can be:
* an existing published wage determination
* a survey underlying a wage determination
* a Wage and Hour Division letter setting forth a position on a wage determination matter
* a conformance (additional classification and rate) ruling
On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)
and 3.) should be followed.
With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:
Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:
Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.
3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:
Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.
Washington, DC 20210
4.) All decisions by the Administrative Review Board are final.
END OF GENERAL DECISION
File details come from the government source that posted it.