N6945020Q2500 RFQ.pdf

REQUEST FOR QUOTATIONS

(THIS IS NOT AN ORDER) 1

PAGE OF PAGES

1. REQUEST NO. 2. DATE ISSUED RATING

DO-C2N6945020Q2500 21-Jul-2020

5a. ISSUED BY

8. TO: NAME AND ADDRESS, INCLUDING ZIP CODE

SEE SCHEDULE

IMPO RTANT: This is a request for information, and quotations furnished are not offers. If you are unable to quote, please so indicate on this form and return it to the address in Block 5a. This request does not commit the Government to pay any costs incurred in the preparation of the submission of this quotation or to contract for supplies or services. Supplies are of domestic origin unless otherwise indicated by quoter. Any representations and/or certifications attached to this

Request for Quotations must be completed by the quoter.

11. SCHEDULE (Include applicable Federal, State, and local taxes)

ITEM NO.

(a)

SUPPLIES/ SERVICES

(b)

QUANTITY

(c)

UNIT

(d)

UNIT PRICE

(e) (f)

SEE SCHEDULE

AMOUNT

% No. %

NO TE: Additional provisions and representations [ ] are [ ] are not attached.

13. NAME AND ADDRESS OF QUOTER (Street, City, County, State, and ZIP Code)

14. SIGNATURE OF PERSON AUTHORIZED TO

SIGN QUOTATION

15. DATE OF

QUOTATION

16. NAME AND TITLE OF SIGNER (Type or print) ( Include area code)

TELEPHONE NO.

AUTHORIZED FOR LOCAL REPRODUCTION STANDARD FORM 18 (REV. 6-95)

PREVIOUS EDITION NOT USABLE Prescribed by GSA

FAR (48 CFR) 53.215-1(a)

THIS RFQ X[ ] IS [ ] IS NOT A SMALL BUSINESS SET-ASIDE

6. DELIVER BY (Date)

SEE SCHEDULE

AND/OR DMS REG. 1

UNDER BDSA REG. 2

4. CERT. FOR NAT. DEF.3. REQUISITION/PURCHASE

REQUEST NO.

NAVFAC SOUTHEAST

PWD CORPUS CHRISTI

8851 OCEAN DRIVE, BLDG 19

CORPUS CHRISTI TX 78419-5021

9. DESTINATION (Consignee and address, including ZIP Code)

7. DELIVERY

[ ]X FOB

DESTINATION

[ ] OTHER

(See Schedule)

31-Aug-2020(Date)

PLEASE FURNISH QUOTATIONS TO THE ISSUING OFFICE IN BLOCK 5a ON OR BEFORE CLOSE OF BUSINESS:10.

361-961-3397JOEL OVERSON

(Name and Telephone no.) (No collect calls)5b. FOR INFORMATION CALL:

d. CALENDAR DAYSc. 30 CALENDAR DAYSb. 20 CALENDAR DAYS12. DISCOUNT FOR PROMPT PAYMENT a. 10 CALENDAR DAYS

Section SF 30 - BLOCK 14 CONTINUATION PAGE

STATEMENT OF WORK

GENERAL INFORMATION:

Solicitation Number: N6945020Q2500 Set Aside: 100% Total Small Business NAICS Code: 238990, Size standard in Millions: $16.5M

This announcement constitutes the only solicitation; no separate written solicitation will be issued.

BASIS FOR AWARD:

The Government will award a contract using the simplified acquisition procedures of FAR Subpart 13.1 to the offeror whose quotation, conforming to the solicitation, offers the lowest total price and is determined responsible under FAR Subpart 9.1.

The Government reserves the right to not award if a contract award is not in the best interest of the Government. Target Price Range is less than $250K

The SF18 should be received no later than 1:00 p.m. local time on 31 August 2020. The completed SF18 should be emailed to joel.overson@navy.mil as well as any requests for clarifications or information concerning the solicitation. Requests for clarification and information concerning the solicitation must be provided in writing.

Any amendments to the solicitation will be posted in the Contract Opportunities module of beta.sam.gov website for the mutual benefit of all interested parties.

Acknowledgement of all amendments is mandatory by returning the SF30 appropriately filled out for each amendment issued, if applicable.

PERIOD OF ACCEPTANCE

The offeror agrees to hold its offer firm for 90 calendar days from the date specified for receipt of offers. The anticipated award date is contingent upon receipt of necessary funding.

INCURRED EXPENSES

The Government is not responsible for any costs incurred or associated with preparation and submission of a quote in response to this solicitation.

ADDITIONAL INFORMATION:

Solicitation documents shall be signed by bidders and all applicable Representations and Certifications shall be completed. FAR provision 52.222-22 Previous Contracts and Compliance Reports contained in this solicitation shall be filled out and returned unless already filled out in their Reps & Certs section of their profile in the System of Award Management (SAM) website. Be advised that all interested parties must be registered in the SAM Database in order to receive payment for work/services rendered to the Government as the result of an award. If you are not registered, you may visit the SAM website at https://sam.gov to register.

mailto:joel.overson@navy.mil

SITE VISIT INFORMATION:

One site visit will be held to ensure all potential offerors have uniform information in order to make an accurate proposal. Site visit will be conducted on 30 July 2020 at 9:00 a.m. local time at Premont, TX.

All potential offerors are encouraged to attend the site visit to perform an inspection of the size and current layout. Offerors are expected to satisfy themselves as to the general and local conditions that may affect the cost of the performance of the work to the extent that such information is reasonably obtainable.

To attend please contact the Site Visit POC:

ENS Skye McNutt skye.r.mcnutt@navy.mil 361-516-6057 The contractor may require, and should have, their own ear plugs, safety glasses and safety shoes to have access to the work site.

CLIN 0001 - BLDG 3038 Security Fencing, ROTHR Site, Freer, TX

1. SCOPE OF WORK:

2.1 The contractor shall provide and install approximately 538 LF of 9 gauge, 8-foot-high security chain link fence including poles and all associated hardware. The contractor shall install outward facing outriggers with 3 rows of triple stranded barbed wire. The contractor shall install the fences approximately 10’ from the building.

2.2 The contractor shall bond and ground the perimeter fence systems in the event of lightning strikes. It is the contractor’s responsibility to verify all fencing LF and locations. The contractor shall refer to enclosure 1 for the location of the fences.

The contractor shall provide and install 3 manually operated, cantilevered, single, sliding gates. The contractor shall refer to enclosure 2 for the location of the gates. The contractor shall refer to enclosure 3 for the additional specifications for the sliding gates.

2.3 Note: Potable and non-potable water is not available at the Dixie Annex ROTHR site.

2.4 Material/Equipment Specification

2.4.1 FS RR 191/1, Type I, Zinc Coated Steel, 2.0 oz per sf hot-dipped galvanized fence fabric. Wire size shall be 9-gauge core woven into 2.0-inch diamond mesh (Fabric, post, framework, and fittings shall be galvanized steel).

3 APPLICABLE REFERENCE DOCUMENT

3.1 Federal Unified Facilities Criteria (UFC), State and/or Local regulations: the most stringent standard shall prevail.

3.2 Closeout Submittals UFGS-01 78 00

3.3 American National Standards Institute (ANSI) National Fire Protection

Association

3.4 EM 385-1-1 dated November 2014 “Safety and Health Requirements Manual”

3.5 29 CFR 1910 (OSHA) “2015 General Industry Regulations”

3.6 Barbed wire must be in accordance to ASTM A121 and ASTM F1665.

3.7 UFC-4-022-03 Security Fences and Gates

3.8 National Electrical Safety Code (NESC)

CLIN 0002 Roof Replacement at Bldg 11, Premont TX, and Bldg 3038, Freer TX

1. SCOPE OF WORK

1.1. The contractor shall provide, replace, and install approximately 2,520 sq-ft of asphalt composition shingle at Premont ROTHR Site and 2,520 sq-ft at Freer Dixie Annex ROTHR Site. The contractor shall provide and install asphalt shingles with 40-year limited warranty for commercial structures. Contractor shall refer to enclosures 1 and 2 for additional roof information. Contractor shall provide warranty for no less than 40 years, covering the material and 10-years for workmanship.

1.2. Warranty: No Dollar Limit Warranty (System Warranty) plus workmanship (10-years). No Dollar Limit means there is no cap on what the manufacturer must pay to bring the roof back to a watertight condition. This warranty is issued by the manufacturer and covers both labor and materials.

1.3. Demolition Work

1.3.1. Remove 5,040 sq-ft Asphalt shingle.

1.4. Material/Equipment Specification

1.4.1. 40-year Asphalt Shingle, color Desert Tan, UL 2218-rated class 4 Impact-

Resistant, and 130 mph wind warranty. Minimum 10-year workmanship warranty.

1.4.2. ASTM E108 Class A Fire Resistance.

1.4.3. ASTM D3161 Class F Wind Resistance.

1.4.4. Metal roof information card one per facility.

2. APPLICABLE REFERENCE DOCUMENTS

2.1. UFC 1-300-02

2.2. UFC 3-110-03 Roofing

2.3. ASTM D41/D

2.4. Closeout Submittals UFGS-01 78 00

2.5. American Society of Testing and Materials

2.6. EM 385-1-1 dated November 2014 “Safety and Health Requirements Manual”

2.7. 29 CFR 1910 (OSHA) “2015 General Industry Regulations https://www.wbdg.org/ffc/dod/unified-facilities-criteria-ufc/ufc-3-110-03

2.8. ASTM E108 Class A Fire Resistance.

2.9. ASTM D3161 Class F Wind Resistance.

CLIN 0003 Replace Windows, Bldg 2162 Freer TX, and Bldg 1 Premont TX

3. SCOPE OF WORK

3.1. Remove and replace five windows and frames at Bldg. 2162 Dixie Annex and five windows and frames at Premont, TX Bldg 1, for a total of 10 windows/frames. The window sizes are approximately 67 1/2” W x 33” H. All replacement windows shall be installed/furnished complete with all necessary hardware, fastenings, clips, fins, anchors, glazing beads, and any other appurtenances and accessories necessary for a complete installation and proper operation. Frame construction, including any operable sash must be factory-assembled and factory-sealed. Windows shall be glazed from the interior and any glazing beads shall be located on the interior. Provide replacement windows as described below and in accordance with UFGS Specification Section 08 51 13. Windows shall be installed and fully sealed on the same day, to prevent any water infiltration.

3.2. Contractor shall provide and install exterior window treatment consisting of 10 roll up hurricane-grade storm shutters that shall provide security, privacy, and weather protection from UV and coastal environment. Shutter controls shall be operated with a detachable crank handle that shall be installed on the interior side or both interior and exterior sides. All Storm Shutters shall be installed/furnished complete with all necessary hardware, stainless steel fasteners, anchors, and other items necessary for complete installation, and to resist wind loads and corrosion for proper operation. Provide Storm Shutters as described below and in accordance with UFGS Specification Section 10 71 13.13

4. Demolition Work

4.1. Contractor shall remove 10 windows. Removal of existing windows shall not occur until replacement windows are ready/on-site.

5. Material/Equipment Specification

5.1. Windows

5.1.1. Design Pressure: 70 psf

5.1.2. Structural Test Pressure: 105 psf

5.1.3. Glazing: Insulated Glass Unit with innermost pane consisting of ¼ inch minimum thickness laminate glass (two nominal 1/8 in glass panes bonded together with 0.03 inch pvb interlayer).

5.1.4. Aluminum Alloy: 6063-T6; Thermally Broken

5.1.5. Finish: Tan Anodized, AAMA 611 Class 1; color samples to be provided for approval.

5.1.6. Hardware: Stainless Steel

5.1.7. Visible Transmittance: 0.6 or greater

5.1.8. Design all window components, frames, sash, mullions, glazing and anchors to withstand a wind load of at least 70 pounds per square foot.

5.1.9. Deflection of aluminum framing members normal to the wall plane under design wind loads shall be limited to L/175 or 19mm max, for spans up to 4100mm.

5.1.10. Center of glass deflection under design wind loads shall be limited to L/100 of the short dimension of the lite or 25mm maximum.

5.2. Storm Shutters

5.2.1. Storm Shutters shall be designed, fabricated and reinforced to withstand a minimum wind load pressure of 70 pounds per square foot.

5.2.2. The maximum allowable deflection is 1/30 of the opening width or 2 inches, whichever is less. Maximum deflection shall be a minimum of one inch from the window glass

5.2.3. Material: Aluminum meeting AAMA/WDMA/CSA 101/I.S.2/A440 and ASTM B221 requirements or Polyvinyl Chloride (PVC) meeting ASTM D4216.

5.2.4. Finish: Tan Anodized, AAMA 611 Class 1 or tan PVC; Color samples to be provided for approval.

6. APPLICABLE REFERENCE DOCUMENT

6.1. Federal Unified Facilities Criteria (UFC), State and/or Local regulations: the most stringent standard shall prevail.

6.2. Closeout Submittals UFGS-01 78 00

6.3. American National Standards Institute (ANSI) National Fire Protection

Association National Electrical Code

6.4. EM 385-1-1 dated November 2014 “Safety and Health Requirements Manual”

6.5. 29 CFR 1910 (OSHA) “2015 General Industry Regulations”

6.6. UFC 1-200-01 DoD Building Code

6.7. UFC 3-301-01 Structural Engineering

6.8. UFC 3-101-01 Architecture

6.9. UFC 4-010-01 DoD Minimum Antiterrorism Standards

6.10. ASTM E1300 – Standard Practice for Determining Load Resistance of Glass in Buildings

CLIN 0004 Replace Roll-up Doors, Bldg 2162 Freer TX, and Bldg 1 Premont TX

2. SCOPE OF WORK:

2.1. The contractor shall provide, remove, and install two new Manual

Operated Rolling Steel Door that is approximately 8’ W x 10’ H. One door will be installed at BLDG 2162 at the Dixie Annex and one will be installed in BLDG 1 in Premont, TX. The door shall have a minimum of 22-gauge galvanized steel slats and structural angle guides and insulated. The contractor shall remove the existing frame and install a new steel frame. The rolling steel door shall have a tan finish.

2.2. Option 1: The contractor shall provide and install 8’W x 10’H rolling steel doors that are operated by an electric motor. Operator shall be rated at a minimum of ½ hp and 115V or better.

3. Demolition Work

3.1. The contractor shall remove the existing rolling steel door and frame. The contractor shall dispose of the rolling steel door and frame.

4. Material/Equipment Specification

4.1. 22-Gauge Rolling Metal Slatted Door

4.2. 22 Gauge Steel structural steel guides

4.3. Color: Tan Finish

4.4. Chain Hoist Operation.

4.5. 40 PSF Wind Load, TDI Approved

4.6. Slats: No. 5F, 22-gauge, Grade 40 steel, ASTM A 653 galvanized steel zinc coating.

4.7. Bottom Bar: Two 2x2xl/8 inch (50x50x3.2 mm) structural steel angles.

4.8. Fabricate interlocking sections with high strength cast iron end locks on alternate slats each secured with two (6.35 mm) rivets. Provide wind locks as required to meet specified wind load.

4.9. Provide coating system to include an ASTM A 653 galvanized base coating treated with dual process rinsing agents in preparation of a chemical bonding, light gray baked-on polyester base coat and a light gray baked-on polyester finish coat. The scientific organic material composition and chemical bonding process of this coating shall produce a superior finish against corrosion and abrasion. These components shall include a limited two-year finish warranty.

4.10. American Society of Testing and Materials (ASTM)

4.11. D.29 CFR 1910 Occupational Safety and Health Standards

(Occupational Safety & Health Administration.

3. APPLICABLE REFERENCE DOCUMENT

3.1.Federal Unified Facilities Criteria (UFC), State and/or Local regulations: the most stringent standard shall prevail.

3.2. Closeout Submittals UFGS-01 78 00

3.3. American National Standards Institute (ANSI) National Fire Protection

Association

3.4. National Electric Code

3.5. EM 385-1-1 dated November 2014 “Safety and Health Requirements

Manual”

3.6. 29 CFR 1910 (OSHA) “2015 General Industry Regulations”

3.7. NASKINGS INSTRUCTION 5500.1J “Key and Lock Control Program”

3.8. UFGS-08 71 00 “Door Hardware”

APPLIES TO ALL CLINS:

GENERAL REQUIREMENTS

The contractor shall provide all labor, materials, equipment, tools, transportation and management necessary to accomplish the project. Report any unforeseen findings to the attention of the Contracting Officer’s Representative (COR) assigned to the project. COR is the individual designated by as the authorized representative of the Contracting Officer.

The COR is responsible for monitoring performance and technical management of the effort required and should be contacted regarding questions or problems of a technical nature. The COR will be the CM, ET, and/or PAR assigned to the project. Materials mentioned herein shall be the same or equal to specified manufacturer and or in quality. Contractor shall verify provide design, procurement, demolition, construction, and installation services.

PERFORMANCE PERIOD

a. Performance Period: Performance period shall be 150 calendar days. The performance period begins upon the date of award of the contract and ends on the contract completion date (CCD). The performance period shall include pre-construction submittals, material procurement, pre-construction meetings, construction, commissioning, punch-list completion, and acceptance of closeout documentation.

PRE-AWARD SITE VISIT

Prior to submitting proposals, prospective bidders can and will be expected to visit the job site, inspect the work in place and satisfy themselves as to the character and amount of work to be accomplished. Bidders will refer to Federal Biz Ops advertisement for the scheduled site visit time and date.

Failure by the Contractor to familiarize oneself with available information regarding site conditions prior to bid shall not relieve the Contractor from the responsibility of successfully completing the work. It is very important bidders contact the COR for a day pass application (SECNAV 5512/1) enclosed in the solicitation to fill in within 10 days of the scheduled site visit.

Failure to comply may mean denial to attend the site visit scheduled.

CONTRACTOR PERSONNEL BASE ACCESS REQUIREMENTS

The base access protocol implemented is the DBIDS system. The system provides background checks of contractor personnel. A personnel badge that affords base access for one year shall be issued to each Contractor employee that meets background check criteria. There is no cost for contractors to sign up and participate in the DBIDS system except for the time it takes to sign up. Costs to participants are recaptured through increased productivity of their employees due to the reduction in waiting times at the Pass and Identification Office and Entry Control Points (ECP).

Contractors are required to participate in the DBIDS Program.

2. PROJECT SCHEDULE

a. The Project Schedule shall show submittals, government review periods, material/equipment delivery, utility outages, on-site construction, inspection, testing, and closeout activities. The Bar Chart shall be time scaled and generated using an electronic spreadsheet program.

b. The contractor shall use the critical path method (CPM) to schedule and control project activities. Project schedules shall be prepared and maintained electronically.

Save files in applicable format to be importable. Schedule shall be updated at least monthly for any project exceeding 60 calendar days. The schedule shall be built as follows.

c. The project schedule shall show design periods, submittals, government review periods, material/equipment delivery, utility outages, all on-site construction, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by work schedules that reflect Saturdays, Sundays and all Federal Holidays as non-work days unless notified.

d. The schedule; shall display Start Contract and End Contract milestone activities.

No activities shall be open-ended; each activity shall have predecessor and successor ties. Schedule shall be cost-loaded to aid in the submission of invoices.

e. Date/time constraint(s) and/or lags, other than those required by the contract, shall not be, allowed unless accepted by the QA. The Contractor shall include as the last activity in the contract schedule, a milestone activity named "Contract Completion Date." The CCD milestone shall have a "Mandatory Finish" constraint equal to the CCD.

3. PRE-CONSTRUCTION MEETING FOR PROJECTS

a. The Contractor shall participate in the pre-construction meeting to discuss administrative and contract requirements. The contractor will work with the COR to set

up. During the meeting, the Contractor shall discuss the conceptual process of the project with drawings, specifications, catalog cuts, job plans, and all required documents as available at the time of the meeting.

4. PRE-CONSTRUCTION SUBMITTAL REQUIREMENTS

a. The Contractor shall have the following submitted within 14 calendar days of award and prior to the Pre-Construction Meeting:

b. Approved Site Safety and Health Officer (SSHO) employee (must work for the prime contractor)

c. Approved Quality Control employee (must work for the prime contractor)

d. Approved Site Superintendent employee (must work for the prime contractor)

e. Approved Project Schedule

f. Accident Prevention Plan (APP): (must be site specific) with Activity Hazard

Analysis (AHA) for each Definable Feature of Work.

g. Emergency Action Plan: can be separate or an attachment to Accident Prevention

Plan.

h. Quality Control Plan: will identify the Contractor’s Organizational Chart and provide associated documentation, methods, and testing to ensure quality.

i. Material/Equipment Submittal Plan will identify projected dates that material submittals shall be forwarded to the government. Manufacturing lead-time shall be afforded for manufacturing of equipment. Contractor must provide proof of manufacturing. Purchase from vendor to the KO and request a no cost time extension via the Request for Information (RFI) process.

j. Schedule of Prices: Submit on forms furnished by the Government. The initial schedule of prices may be preliminary for construction activities until the design is developed. Include a detailed breakdown of the contract price, with quantities for each kind of work. Include General Conditions, profit, and overhead in the unit prices. Break down into design and each construction category if stated in Attachment A. The Contractor may invoice for bonds once the Government has approved the bonds, however, no other requests for payment will be processed without an approved Schedule of Prices.

5. SUBMITTAL REGISTER

a. Each submittal is to be complete and in sufficient detail to allow ready determination of compliance with contract requirements.

b. Contractor shall check and approve all items prior to submittal and stamp, sign, and date indicating action taken. Proposed deviations from the contract requirements shall be clearly identified. Include within submittals items such as: Contractor's, manufacturer's, or fabricator's drawings; descriptive literature including (but not limited

to) catalog cuts, diagrams, operating charts or curves; test reports; test cylinders;

samples; Operations and Maintenance (O&M) Manuals (including parts list);

certifications; warranties; and other such required submittals.

c. Project Schedule

d. Accident Prevention Plan (must be site specific)

e. Activity Hazard Analysis

f. Emergency Action Plan

g. Quality Control Plan

h. Material/Equipment Submittals, (use NASK PWD transmittal form)

i. Environmental Plan

j. Proof of manufacturing purchase from vendor, as requested.

k. Material Safety Data Sheets (MSDS) as applicable.

l. Licenses and Permits

m. Digging Permit (14 days prior to excavation)

n. NAVFAC Red-Zone (NRZ) Checklist/POA&M

o. Closeout Submittals UFGS-01 78 00

p. Government Furnished Materials

q. As-Built Record of Equipment and Materials in CADD and PDF format

r. Construction Contract Specifications

s. Real Property Equipment

t. Real Property Record

u. Spare Parts Data

v. Preventative Maintenance

w. Warranty Management

x. Warranty Management Plan

y. Warranty Tags

z. Building Commissioning

aa. Heating Ventilation Air Conditioning (HVAC) Commissioning

bb. Operation and Maintenance Manuals

cc. The Contractor shall provide one complete set of (O&M Manuals for the system or systems and CD of information. O&M Manual sections shall include, at a minimum, the following sections: General Description, Detailed Description, Systems Description, Operation (all modes), Maintenance, Troubleshooting, Manufacturers Literature (catalog cuts), and Bill of Material.

dd. Training and Instruction (signed), Videos

ee. The contractor shall coordinate with the CM/ET to provide training on new systems provided for PWD Productions Division

ff. NAVFAC sustainable & energy data record card

gg. Properly completed DD Form 1354 with associated costs

6. POST- CONSTRUCTION SUBMITTALS

a. Prior to the CCD, the contractor shall provide one hardcopy and electronic copy on

CD+R of all required closeout submittals.

b. Reference section 12.13.2 of this document to see required closeout submittals

c. Acceptable format shall be compatible with NASK PW latest software versions in

AUTODESK- (AUTOCAD) DWG format, Adobe Acrobat and Microsoft Office format.

Data shall be provided during acceptance period in a digital optical disc storage format

(DVD+R).

7. SUBMITTALS AND PROCEDURES

a. Updated Project Schedule: Update the Project schedule at monthly intervals, if applicable or, as revisions occur. The updated schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Submit copies of purchase orders and confirmation of delivery dates as directed by the assigned COR.

b. Three week look ahead and schedule: At the start of construction, the Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project Schedule. The work plans shall be keyed to activity numbers when a Network Analysis type schedule is required and updated each week to show the planned work for the current and following two-week period. Additionally, include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. The detail work plans are to be bar chart type schedules, maintained separately from the Project Schedule on an electronic spreadsheet program and printed on 8-½ by 11 sheets as directed by the Contracting Officer. Activities shall not exceed 5 working days in duration and have sufficient level of detail to assign crews, tools and equipment required to complete the work. Provide an electronic file of the 3-Week Look Ahead Schedule to the assigned COR no later than 1000 each Monday for review during the weekly Coordination Meeting.

c. Correspondence and acceptance test reports: All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and Daily Reports, material delivery tickets, photographs, etc.) shall reference the Design and Construction Schedule activities that are being addressed. All test reports (e.g., equipment, concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

8. FIRE, SAFETY AND CONFINED SPACE REQUIREMENTS

a. The Contractor is required to comply with all Station Safety Regulations. The

Contractor shall observe all requirements for handling and storage of combustible materials, waste and trash. Open flames aboard the station/hot work (i.e. welding, soldering, cutting, grinding) require a permit from the fire department. Contact the NAS Kingsville Fire Department using the phone number 361-516-6135.

9. SAFETY REQUIREMENTS

a. Contractor shall perform Operational Risk Management (ORM) and Activity Hazard Analysis (AHA) as required by USACE EM 385-1-1. Contractor shall submit the required AHA form to the COR at least one week prior to each new work phase in the project schedule, when new hazards are identified, or when a new work crew is brought on site.

10. OCCUPATIONAL HEALTH REQUIREMENTS

a. The contractor shall be responsible for maintaining a safe work environment for assigned personnel for the duration of the tasks. Personnel injuries, regardless of severity shall be reported immediately to the assigned COR.

11. EMERGENCY ACTION PLAN (OSHA 29 CFR 1910.38)

a. The contractor shall develop an emergency action plan in accordance with applicable rules and regulations and it shall be adhered to in the event of an emergency and shall address the following sections. It is the responsibility of the project supervisor, and shift supervisor to educate and brief all personnel on this emergency plan.

12. CONTRACTORS SAFETY RESOURCES WEB SITE (APP and AHA information)

a. http://www.navfac.navy.mil/products_and_services/sf/products_and_services/const ruction/safety_shack/contr_safety_resources.html

13. CONTRACTOR WEIGHT HANDLING EQUIPMENT (WHE) REQUIRMENTS

a. The Contractor shall comply with specific activity regulations pertaining to crane safety and operation, notify the Contracting Officer, in advance, of any cranes entering the activity and comply with ASME B30.5 for mobile cranes and ASME B30.22 for articulating boom cranes. Cranes used in construction, demolition, or maintenance shall comply with 29 CFR 1926 and the Corps of Engineers Manual EM 385-1-1.

Further requirements shall be provided at the Pre-Con, if required.

14. WORK IN CONFINED SPACES

a. In addition to the requirements of Section 06.I of USACE EM 385-1-1, OSHA 29 CFR 1910.146 and OSHA 29 CFR 1926.21(b) (6), comply with the following paragraphs. Any potential for a hazard in the confined space requires a permit system and shall be used.

b. Confined Space Signage: Provide permanent signs integral to or securely attached to access covers for permit-required confined spaces provided by this contract. Signs wording: "DANGER-PERMIT-REQUIRED CONFINED SPACE - DO NOT ENTER -" in bold letters a minimum of 25 mm (one inch) in height and constructed to be clearly legible with all paint removed. The signal word "DANGER" shall be red and readable from 1.52 m (5 feet).

c. Entry Procedures: Prohibit entry into a confined space by personnel for any purpose, including hot work, until the qualified person has conducted appropriate tests to ensure the confined or enclosed space is safe for the work intended and all potential hazards are controlled or eliminated and documented. (See Section 06.I.06 of USACE EM 385-1-1 for entry procedures.) Review all hazards pertaining to the space with each employee during AHA process.

d. Forced air ventilation is required for all confined space entry operations. Maintain minimum air exchange requirements to ensure exposure to any hazardous atmosphere is kept below its' action level.

e. Sewer wet wells require continuous atmosphere monitoring with audible alarm for toxic gas detection.

15. ENVIRONMENTAL PROTECTION REQUIREMENTS

a. The Contractor shall comply with all applicable environmental protection requirements as well as Federal, State and Local Laws. The Contractor shall comply with the Executive Order 12856, EMERGENCY PLANNING AND COMMUNITY RIGHT- TO-KNOW ACT (EPCRA); Section 313 requires that all releases of the chemicals in the section 40 of the Code of Federal Regulation (CFR) 372 report to the State Emergency Response Commission and EPA. The Contractor is required to provide the amount in pounds of listed chemicals released in the environment to the Contracting Officer.

16. CONTRACT ADMINISTRATIVE REQUIREMENTS

a. Required Insurance: The Contractor shall procure and maintain during the entire period of performance under this contract insurance at a level that satisfies all State minimum requirements for General Liability, Automobile Liability, and Worker’s Compensation.

b. Licenses/Permits: Obtain all appointments, licenses, and permits required to perform work under this contract at no additional expense to the Government. Comply with all applicable federal, state, and local laws, and base regulations and procedures.

Provide evidence of such permits and licenses to the Contracting Officer before work commences and at other times as requested by the Contracting Officer (see FAR 52.236-7, Permits and Responsibilities). The Contractor will coordinate permit applications with the Navy.

17. ACTIVITY REGULATIONS

a. The Contractor and their employees shall become acquainted with and obey Activity regulations as posted or as requested by the Contracting Officer. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter restricted areas unless required to do so and until cleared for such entry. The Contractor’s equipment shall be conspicuously marked for identification.

18. PROPRIETARY RIGHTS

a. All field notes, design drawings, specifications, and other documents collected and produced as part of this contract shall be considered property of the Government. Data shall not be, used in whole or parts published or unpublished, as a part of any technical or non-technical presentation without written pre-approval of the Contracting Officer.

19. PROTECTION OF GOVERNMENT PROPERTY

a. Take special care to protect Government property. Return areas damaged as a result of construction under this contract to their original condition. In addition to FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements, perform the following:

b. Remove or alter existing work or facilities in such a manner as to prevent injury or damage to any portion of the existing work or facilities that remain.

c. Repair or replace portions of existing work altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

d. Preserve the natural resources in accordance with the approved environmental protection plan.

20. ORAL MODIFICATION

a. No oral statement by any person other than the Contracting Officer, as provided in the contract clause entitled, “CHANGES AND CHANGED CONDITIONS,” will in any manner or degree modify or otherwise affect the terms of this contract.

21. NO WAIVER BY THE GOVERNMENT

a. The failure of the Government in any one or more instances to insist upon strict performance to any of the terms of this contract or to exercise any option herein conferred shall not be construed as a wavier or relinquishment to any extent of the right to assert or rely upon such terms or options on any future occasion.

22. CONTRACTOR INVOICES

a. See contract clause 252.232-7006 Wide Area Workflow Payment Instructions

b. Payment shall be made on Contractor's submission of itemized requests and will be subject to reduction for overpayments or increased for underpayments from previous payments. Progress payments will be based on the percent of work complete in accordance with the schedule of values. The Government may withhold payment or reduce payments for the following:

(1). Defects in material or workmanship.

(2). Claims the Government may have against the Contractor under or in connection with this contract.

(3). Contractor's failure to submit an updated schedule.

(4). Payroll violations.

(5). Unless otherwise adjusted, repayment to the Government upon demand for overpayments made to the Contractor.

(6). Payments may be made for materials, stored off construction sites, under the following conditions specified in FAR 52.232-5(b) Payments Under Fixed Price Construction Contracts:

(7). Materials adequately insured and protected from theft and exposure.

(8). Materials not susceptible to deterioration or physical damage in storage or in transit to the job site are acceptable for progress payments. Items such as steel, machinery, pipe and fittings and electrical cable are acceptable, but items such as gypsum board; glass, insulation and wall covering are not.

(9). Materials in transit to the job or storage site are not acceptable for payment.

23. PROJECT EXECUTION REQUIREMENTS

a. Quality Control (QC) Plan: The Contractor shall provide and maintain an effective quality control program that complies with the Contract Clause entitled "Inspection of Construction." The Contractor’s Quality Control Program through inspection and reporting shall document compliance of all work with the standards established by the contract document. The Contractor's Quality Control (CQC) program shall include daily inspections and provide for a daily report of CQC activity. Submit a QC Plan for Government review and acceptance. The QC plan shall include the following:

b. NAMES, QUALIFICATIONS and RESPONSIBILITIES: Name of individual who will be responsible for QC on site.

c. Outside Organizations (as applicable): Outside organizations, including architectural and consulting engineering firms and a description of the services these firms will provide.

d. Initial Submittal Register (Design and Construction): Include submittal reviewer, estimated date of delivery, and identify which design submittals require Government approval prior to construction, and which construction submittals require DOR or Government approval prior to construction.

e. Testing Laboratories: Accredited laboratories as applicable.

f. Testing Plan and Log: Tests required, referenced by specification paragraph number requiring the test, frequency, and person responsible for each test as applicable.

g. List of Definable Features: A Definable Feature of Work (DFOW) is a task, which is separate and distinct from other tasks, and has the same control requirements and work crews.

24. COMMUNICATION PLAN

a. Provide a plan for key decisions and possible problems the Contractor and Government may encounter during the project. At a minimum, the Communication Plan shall indicate the frequency of QC meetings and what information is covered in those meetings, key decision points tied to the schedule, and required coordination efforts.

25. QUALITY CONTROL PHASES.

a. Preparatory Phase: Review all applicable documents for compliance with all applicable laws, codes, regulations, and the requirements of the contract, including contract drawings and specifications. Determine requirements for testing and certification. Review submittal approvals for materials, equipment, shop drawings, and applicable methods of construction and installation. Include all Preparatory Phase items in the QC Report.

b. Initial Phase: Observe and inspect the initial portion of the work performed under a DFOW to establish the quality of the workmanship, resolve conflicts in construction, ensure that testing is done and certified as required, and to check all work procedures to ascertain the work is in conformance with required safety requirements. Record and report nonconforming work and work not of acceptable quality and requiring correction or rework. Include all Initial Phase items, along with initial phase checklist and, in the QC Report.

c. Follow-Up Phase: Occurs at the completion of each DFOW. Ensure the work is in compliance with contract requirements, quality of workmanship for all work is maintained, and all work performed meets safety requirements. Include all Follow-Up Phase items, including date, in the QC Report.

d. Contractor must possess a current certificate of completion: of the Army Corps of Engineers NAVFAC Contractor Quality Management (CQM) Training. The Contracting Officer may have the option of waiving the requirement only once, if the Contractor is new to NAVFAC contracts.

e. Supervision Requirements: In accordance with FAR Clause 52.236-6, Superintendence by the Contractor, at all times during performance of this contract and until the work is completed and accepted, the prime contractor shall directly superintend the work or assign and have on the worksite a competent superintendent who is satisfactory to the Contracting Officer and has authority to act for the contractor. The superintendent shall be fluent in English.

26. SCHEDULING WORK PROCEDURES AND OUTAGES

a. Schedule work construction for minimal impact on normal Government operation that involve designated area.

b. Prior to construction work, the contractor shall meet with the assigned COR for construction approval of scheduling and sequence of construction/ or outages.

c. The Government's normal hours of operation are 0700 to 1630 Monday through Friday, excluding Government holidays.

d. If the contractor decides to work other than normal hours/working days, they shall submit a request to the QA for approval three work days prior to the work.

27. UTILITY LOCATIONS AND VERIFICATION PRIOR TO EXCAVATION

a. If applicable, obtain appropriate digging permit from Base personnel through the FEAD office prior to digging. Digging permit must be submitted a minimum of 14 days prior to start of excavation. Maintain all markings during utility investigation throughout the contract. “At the contractor’s expense, all underground utilities in the work area must be positively identified by a private utility locating service in addition to any station locating service and coordinated with the station utility department.”

b. Physically verify underground utility: Locations by hand digging using wood or fiberglass handled tools when any adjacent construction work is expected to come within three feet of the underground system. Use hand digging within three feet of a known utility. If construction is parallel to an existing utility, expose the utility by hand digging every 100 feet in parallel within five feet of the excavation.

c. Utilities within Concrete Slabs: Utilities located within concrete slabs are extremely difficult to identify due to the reinforcing steel used in the construction of these structures. Whenever work involves concrete chipping, saw cutting, or core drilling, the existing utility location must be coordinated with station utility departments in addition to a private locating service. Outages to isolate utility systems shall be executed in circumstances where utilities are not positively identifiable. Use of historical drawings and data shall not alleviate the contractor from meeting this requirement.

28. CONDUCT OF ELECTRICAL WORK

a. Follow electrical safety criteria specified in UFC 3-560-01, USACE EM 385-1-1, and NFPA 70E during the conduct of all work. As delineated in USACE EM 385-1-1 electrical work shall be conducted in a de-energized state.

b. Energized Work: energized work requires a permit and shall be obtained from the Commanding Officer

29. CONTRACTOR WORK SITE

a. The contractor shall limit use of the premises for work and for storage of material and equipment associated with the contract. Unless otherwise specified or separately agreed to, Government owned material handling equipment, transportation equipment or general tools will not be available for contractor’s use.

b. Clean work area daily and after completion of the work, removing all loose debris and disposing of all non-permanent materials IAW the contractor’s Waste Management Plan. Submit a monthly summary of removed solid waste in weight to assigned COR.

c. Temporary Facilities (if applicable): The contractor may provide his own office facilities/fencing; coordinate and obtain advance approval from the COR. Submit a location plan of temporary facilities indicating requested utility connections. Provide and maintain suitable sanitary facilities within the construction limits of the contract. Dispose of sanitary waste in accordance with the applicable laws, and local regulation at no cost to the Government. If temporary facilities are installed or constructed, the contractor will request a meter to

d. Contractor Furnished Equipment: Equipment is subject to the inspection and approval of the COR, prior to and during the life of the contract.

30. CONTRACTOR’S PRODUCTION REPORT

a. Complete the reports weekly unless otherwise requested by the Contracting Officer. Reports at a minimum shall include:

b. Worker hours by classification, move-on and move-off of construction equipment furnished by the prime, subcontractor or the Government, and materials and equipment delivered to the site.

c. Safety meetings checks and inspections.

d. Disposition of Construction Waste Material (See Section 17)

e. Design and Construction Issues: Including, but not necessarily limited to:

(1). Check all Contract Documents for correctness and correlation. If the Contractor notes any discrepancy or ambiguity; immediately notify the assigned COR.

(2). Examine the work site as to conditions affecting the work. Field verify the site and scope of work, including but not limited to the measurement and location of all significant items required to perform the work.

31. CLEANING / REMOVAL/ SALVAGE AND DISPOSAL OF WASTE

a. Cleaning project area of materials and rubbish, resulting from the contractor’s work is the property and responsibility of the contractor. Keep the premises free of debris, accumulation of waste materials, rubbish, tools and all surplus materials at all times.

b. Generated Waste shall be removed from Government property, during and before the completion of the project by the contractor or contractors.

c. Salvage, report and submit with each invoice the amount (by weight) and type of materials salvaged for sale, reused and or recycled. Provide destination, means of transportation, cost of transportation and handling, tipping fee saving and revenue generated for each material.

d. Disposal of generated waste from project should occur during and before the completion of the project, with all generated debris removed from Government Property upon completion of project. The Contractor shall report/submit with each invoice the amount of waste (by weight) and type of waste materials disposed of in a landfill or incinerator, the tip fee per ton, and the total cost of disposal including transportation costs, container rental costs, etc.

e. Waste Management: Contractor shall reduce, recycle or salvage as much waste material as possible with a goal of diverting at least 50% of construction waste from landfill. Address waste reduction, recycling and salvage.

32. INSPECTION AND ACCEPTANCE REQUIREMENTS

a. All work is subject to inspection during the work and upon completion of the work.

Any corrective discrepancies need to meet the satisfaction of the Government prior to presenting an invoice for payment. At the 75% completion point, the assigned COR will conduct a Red-Zone checklist review with the Contractor.

33. WARRANTY

a. Warrant all materials and work for not less than one year after final acceptance of the work, except as otherwise indicated in this RFP. If required to provide remedial repair of previously installed work due to latent defect or unacceptable work performance, warrant the repaired work for one year after the completion and acceptance of the repair.

b. Warranted items: furnish the manufacturers’ original written warranty accompanied by a copy of the supplier’s receipt showing place of purchase, telephone number of supplier, address, delivery order number and or a ticket number.

34. TRANSMITTER REQUIREMENTS

a. The base policy concerning the use of transmitters such as radios, cell phones, etc., shall be adhered to by all Contractor personnel. They must also obey Emissions control (EMCON) restrictions.

Section 00010 - Solicitation Contract Form

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job BLDG 3038 Security Fencing

FFP

INSTALL SECURITY FENCING IN ACCORDANCE WITH STATEMENT OF

WORK AND APPLICABLE REFERENCES. PERIOD OF PERFORMANCE

WILL BE A TOTAL OF 150 CALENDAR DAYS INCLUDING DESIGN,

DESIGN APPROVAL, AND CONSTRUCTION.

FOB: Destination

NET AMT

0002 1 Job Roof Replacement

FFP

ROOF REPLACEMENT AT BLDG 11, PREMONT TX, AND BLDG 3038,

FREER TX, IN ACCORDANCE WITH STATEMENT OF WORK AND

APPLICABLE REFERENCES. PERIOD OF PERFORMANCE WILL BE A

TOTAL OF 150 CALENDAR DAYS INCLUDING DESIGN, DESIGN

APPROVAL, AND CONSTRUCTION.

0003 1 Job Window Replacement

FFP

REPLACE WINDOWS BLDG 2162, FREER TX, AND BLDG 1, PREMONT

TX, IN ACCORDANCE WITH STATEMENT OF WORK AND APPLICABLE

REFERENCES. PERIOD OF PERFORMANCE WILL BE A TOTAL OF 150

CALENDAR DAYS INCLUDING DESIGN, DESIGN APPROVAL, AND

CONSTRUCTION.

0004 1 Job Roll-Up Door Replacement

FFP

REPLACE ROLL-UP DOORS BLDG 2162, FREER TX, AND BLDG 1,

PREMONT TX, IN ACCORDANCE WITH STATEMENT OF WORK AND

APPLICABLE REFERENCES. PERIOD OF PERFORMANCE WILL BE A

TOTAL OF 150 CALENDAR DAYS INCLUDING DESIGN, DESIGN

APPROVAL, AND CONSTRUCTION.

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government

0002 N/A N/A N/A Government

0003 N/A N/A N/A Government

0004 N/A N/A N/A Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

0002 N/A N/A N/A N/A

0003 N/A N/A N/A N/A

0004 N/A N/A N/A N/A

CLAUSES INCORPORATED BY FULL TEXT

52.215-1 INSTRUCTIONS TO OFFERORS--COMPETITIVE ACQUISITION (JAN 2004)

(a) Definitions. As used in this provision--

“Discussions” are negotiations that occur after establishment of the competitive range that may, at the Contracting

Officer's discretion, result in the offeror being allowed to revise its proposal.

“In writing or written” means any worded or numbered expression which can be read, reproduced, and later communicated, and includes electronically transmitted and stored information.

“Proposal modification” is a change made to a proposal before the solicitation's closing date and time, or made in response to an amendment, or made to correct a mistake at any time before award.

“Proposal revision” is a change to a proposal made after the solicitation closing date, at the request of or as allowed by a Contracting Officer as the result of negotiations.

“Time”, if stated as a number of days, is calculated using calendar days, unless otherwise specified, and will include

Saturdays, Sundays, and legal holidays. However, if the last day falls on a Saturday, Sunday, or legal holiday, then the period shall include the next working day.

(b) Amendments to solicitations. If this solicitation is amended, all terms and conditions that are not amended remain unchanged. Offerors shall acknowledge receipt of any amendment to this solicitation by the date and time specified in the amendment(s).

(c) Submission, modification, revision, and withdrawal of proposals. (1) Unless other methods (e.g., electronic commerce or facsimile) are permitted in the solicitation, proposals and modifications to proposals shall be submitted in paper media in sealed envelopes or packages (i) addressed to the office specified in the solicitation, and…