Demolition and construction at DFW

Awarded Award Notice Posted

Solicitation number
36C78618Q0197
Agency
National Cemetery Administration Department of Veterans Affairs
Awarded
to M2 Federal Inc.
Set-aside
Service-Disabled Veteran-Owned Small Business

Opportunity facts

Contract number
36C78618C0159 Federal contract award
NAICS code
238910 Site Preparation Contractors
PSC
Not on record
More information

Notice details come from SAM.gov. Updated .

Notice text

7 versions

Update #7 · Latest ·

Added: Feb 22, 2018 3:22 pm Modified: Apr 03, 2018 2:25 pmTrack Changes



Page 6 of 8

ATTACHMENT B - PERFORMANCE WORK STATEMENT



MAINTENANCE YARD TRENCH DRAINS

DALLAS-FORT WORTH NATIONAL CEMETERY, DALLAS, TEXAS



The Contractor: Shall furnish all labor, material, equipment, and supervision necessary to demo and replace selected slabs in the maintenance yard, install two concrete trench drains, and pipe into existing area inlet at Dallas-Fort Worth National Cemetery in accordance with drawings, specifications, and per applicable standards and requirements.

The Work: The Work shall include, but shall not be limited to the following (not necessarily in the order indicated):

Contractor shall demolish and remove the concrete as identified on the contract drawings. Concrete shall be removed to the nearest expansion/control joints as designated on the contract drawings. Saw cut all existing control joints as necessary to remove the concrete. Contractor has the option to break out concrete around existing expansion joints to preserve the existing dowel installation; however, the exposed face of the demolished concrete shall be vertical at the building and sloped outward slightly elsewhere existing concrete shall never be undercut. Remove the existing underground drain lines from the downspouts to the edge of demolished concrete; seal and grout the exposed pipes leading to the yard area drains.

Excavate and remove existing base material. Clean, prepare, grade, and compact subgrade to 95% modified Proctor prior to the installation of the aggregate base. Reinstall, level, and compact new aggregate base material and compact to 95% modified Proctor.

Excavate for new trench drains to meet the final depths and elevations as shown on the drawings. Compact subgrade and install compacted aggregate base to the same standard as the flat-work concrete. Contractor shall survey compacted excavation bottom to ensure final trench elevation meets the slopes as indicated in the drawings.

Form up and install new Cast-in Place (C.I.P.) concrete trench drains with cast iron frame and grate in accordance with the contract drawings and specifications. Place 4000 psi, reinforced concrete as indicated in the drawings with a finished surface that matches the textures of the existing pavement.

Connect new trench drains to existing area trench drain via 6-inch SDR 35 PVC in accordance with the contract drawings and specifications. This requires boring under the fence and gate 2 to 3 feet. Connect the downspouts to the new trench drains. Core into existing trench drain and seal all penetrations with non-shrink grout.

Drill the existing concrete pavement on 12-inch centers, 8 inches deep, and epoxy grout dowels into each drill hole. Install new C.I.P. 4000 psi reinforced pavement with joints in accordance with the contract drawings and specifications. Ensure new pavement slopes toward the new trench drains from all sides; match existing pavement grades on the perimeter.

Contractor shall supply all temporary signage, cones, and other traffic control devices as required and approved by the engineer.

General Conditions:

Haul away & dump debris and waste to an approved disposal site in accordance with Specification Section 01 74 19, Construction Waste Management.

Remove, cut, alter, replace, patch and repair existing work as necessary to install new work. Existing work to be altered or extended and that is found to be defective in any way, shall be reported to the COR before it is disturbed. Materials and workmanship used in restoring work shall conform in type and quality to that of original existing construction, except as otherwise shown or specified.

Thoroughly clean up the work area at the end of each day s work, and at completion of the project. Leave premises clean and free of waste, scrap, used equipment, or other material intentionally or incidentally delivered to the site by Contractor or Contractor s personnel. Haul away & dump debris and waste to an approved disposal site.

The Contractor shall preserve and protect all structures, equipment, and vegetation (such as trees, shrubs, and grass) on or adjacent to the work site not to be removed and do not unreasonably interfere with the work required under this contract. If any limbs or branches of trees are broken during contract performance, or by the careless operation of equipment, or by workmen, the Contractor shall trim those limbs or branches with a clean cut and paint the cut with a tree-pruning compound as directed by the Contracting Officer.

The Contractor shall protect from damage all existing improvements and utilities at or near the work site and on adjacent property of a third party, the locations of which are made known to or should be known by the Contractor. The Contractor shall repair any damage to those facilities, including those that are the property of a third party, resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. If the Contractor fails or refuses to repair the damage promptly, the Contracting Officer may have the necessary work performed and charge the cost to the Contractor.

All utilities required for the continuous operation of all existing facilities shall be maintained in service at all times except when disruptions are needed. The Contractor shall inform the Cemetery Director and the Contracting Officer (CO) in writing for such disruptions and obtain approval from the CO in writing at least 2 weeks prior to such need. When option exists, implement options to minimize interruption of services to the facilities.

The Contractor shall coordinate with the Cemetery Director for parking, material storage, temporary portable restroom facilities, and any other needs for the work. Public access to the National Cemetery shall not be impaired.

The Contractor shall assume sole responsibility for safety of all persons on or about the construction site, in accordance with applicable laws and codes. Guard all materials in accordance with the safety provisions according to OSHA and Associated General Contractors of America (AGC). Prior to commencing work, general contractor shall provide proof that an OSHA certified competent person (CP) (29 CFR 1926.20(b)(2) will maintain a presence at the work site whenever the general or subcontractors are present.

Standards of Employee Conduct:

The National Cemetery Administration honors veterans with a final resting place and lasting memorials that commemorate their service to our Nation. National Cemeteries are national shrines. The standards of work, appearance, and procedures performed by the contractor at this cemetery shall reflect this nations concern for those interred there. Due to the sensitive mission of the cemetery, contractor personnel must exercise and exhibit absolute decorum, composure, and stability at all times.

Contractor personnel shall be required to adhere to the following standards of dress and conduct, as briefly mentioned here, while performing work in the National Cemetery. These standards and regulations are enforceable under Title 38, U.S.C., Part I, Chapter 9, Section 5901.

Clothing shall be presentable and suitable to the work while maintaining proper appearance and decorum indicative for a National Shrine. Uniform shirts and hats are preferred. Clothing shall be clean and cleanliness and personal hygiene are imperative. T-shirts and/or tank tops as outer garments are prohibited. Protective/safety clothing and shoes shall meet or exceed OSHA and state requirements.

Behavior and language must be appropriate, reverent, and respectful at all times.

Eating and drinking (except water) is prohibited in the work areas and within sight of a committal shelter during a service.

Use of intoxicating beverages, any tobacco products, and illegal drugs on the Cemetery premises is strictly prohibited.

Contractor personnel shall not lean, sit, or stand on or against headstones or monuments. No tools, equipment or other items will be placed or leaned on headstones or monuments.

The Contractor shall be responsible for maintaining satisfactory standards of personnel conduct and work performance and shall administer disciplinary action as required. The Contractor is expected to remove any employees from the Cemetery for cause, to include, but not limited to, safety violations, other misconduct in performance of duty under these specifications and/or conduct contrary to the best interests of the Government. If the Contractor fails to act in this regard, or the reason for a removal is immediately required to protect the interests of the Government, the COR may direct the removal of an employee from the premises. Contractor objections to any such action will be referred to the Contacting Officer (CO) for final resolution; however, the Contractor will first immediately comply with COR direction pending any CO final resolution at a later time or date. The Contractor will not be due any type of compensation for their costs incurred as a result of an employee being removed for cause; unless the removal is directed by the COR, and is later found invalid and/or unreasonable by the Contracting Officer.

Time of Completion: The project shall be completed within 60 calendar days after contract Notice to Proceed. Work outside of the Cemetery s normal operating hours of 7:00 am to 4:30 pm, Monday through Friday, excluding observed Federal Holidays, shall be permitted only by approval of the COR.

Code Compliance: All work shall be performed in accordance with the specifications. It shall be the Contractor's responsibility to comply with all the applicable local, state and federal laws and regulations. The Contractor shall apply and obtain all applicable permits to comply with local, State and Federal regulations and requirements. The Contractor shall remove and dispose of all waste materials and construction debris and comply with all applicable local, State and Federal regulations and requirements. All waste materials and debris specified shall be removed from the Cemetery grounds by the Contractor at its own expenses, including all applicable permits and fees.

Experience Requirements:

The Contractor shall provide sufficient project details with their technical proposal to demonstrate experience with at least three (3) concrete vehicle pavement projects of similar size, scope, and using similar materials and methods over the past five (5) years. Each contract submitted must have been satisfactorily completed, or if not yet completed, must be marked by satisfactory progress. The Government will not consider a contract that is less than 50% complete or an effort that concluded more than 5 years ago. Contractor shall provide customer points of contact for each project listed.

Contractor On-Site Supervisor, Superintendent, or Foreman: A competent and experienced English-speaking Contractor On-Site Supervisor, Superintendent, or Foremen shall be provided by the Contractor whenever work is being performed other than trash and debris pick-up. The Contractor Supervisor must have not less than five (5) years of experience as a direct supervisor of vehicle pavement projects. Offerors shall submit a resume for the Contractor On-Site Supervisor as part of the technical proposal. All permanent substitutions, whether of prime supervisors or sub-contractors, will be identified and reported to the COR and Contracting Officer, if not prior to, as soon as possible after occurrence.

The Contractor On-Site Supervisor shall review and approve submittals, ensure all specifications are being met, inspect the quality of work performed, ensure contract work does not conflict with ceremonies and funerals, ensure employees are is adequately supervised and proper conduct maintained, and certify the completed work for payment and other purposes.

Contractor Quality Control:

The Contractor shall guarantee that all work done under this contract shall be free from defaults and no faulty workmanship with one (1) year warranty and five (5) year extended manufacturer's warranty on the sealant materials. Contractor shall ensure all appropriate paperwork is submitted to the manufacturer to receive the warrant. The Contractor hereby agrees to repair or replace deficiencies within 14 calendar days of notification by the direction of the CO at Contractor's own expense and shall be corrected to the satisfaction of the Government.

Submittals After Award: Submit the following to the COR and engineer for review and approval:

Manufacture s literature (including installation instructions) for the sealant compound(s), backer rod, and primer (if necessary);

Cast-iron grate and frame;

Base course aggregate;

Concrete design mix;

Reinforcement and dowelling plan;

Joint plan;

Proposed project schedule;

Warranty documentation.

Specifications Sections:

01 74 19 - Construction Waste Management;

07 92 00 - Joint Sealants;

31 20 11 - Earth Moving (Short Form); and

32 05 23 - Cement & Concrete for Exterior Improvements.

Plans/details:

Drawing X-101: Cover Sheet & Index;

Drawing L-101: Existing Conditions;

Drawing CD-101: Demolition Plan;

Drawing CS-101: Site Plan;

Drawing CP-101: Paving Plan;

Drawing C-504: Site Details;

Drawing C-505: Pavement Details;

Drawing C-506: Joint Sealant Details.

Project completion: The project site shall be protected and/or restored to a condition equal to that existing prior to the commencement of work. Upon completion of contract, deliver work complete and undamaged. Existing work disturbed or removed as a result of performing required new work, shall be patched, repaired, reinstalled, or replaced with new work, and refinished and left in as good condition as existed before commencing work.

END OF SCOPE OF WORK







Page 8 of 8

ATTACHMENT 1

PICTURES



Figure 1: Maintenance building, looking East Figure 2: Maintenance building, looking West





Figure 3: Existing trench drain to connect Figure 4: Existing trench drain to the North

(at tie-in point) (model and basis of this design)



Figure 5: Downspout drain connection

Update #6 ·

Added: Feb 22, 2018 3:22 pm Modified: Mar 29, 2018 3:11 pmTrack Changes Purpose of solicitation amendment is to change submission response date to April 9, 2018 at 4:00 pm.

Update #5 ·

Added: Feb 22, 2018 3:22 pm Modified: Mar 22, 2018 11:36 amTrack Changes Purpose of solicitation amendment is to extend the solicitation closing date and time to 4:00 pm on April 2, 2018 and to provide advanced notice to prospective vendors that there will be revisions to the diagrams due to an exclusion of an existing water line and 5 drains from the rain gutters from the original drawings. Updated diagrams will be provided as soon as possible in a subsequent solicitation amendment.

Update #4 ·

Added: Feb 22, 2018 3:22 pm Modified: Mar 16, 2018 8:01 amTrack Changes Solicitation amended to address question from prospective vendor.

Question: In regards to the trench drain grate and frame. There are no specifications besides what s on page 6 of the plans.

Will there be more information released clarifying questions such as:

Type of Grate: A,D, E (openings) etc.

Frame of No Frame

ADA Compliant?

Answer: Frame and cover for gratings shall be unfinished cast gray iron, ASTM A48/A48M, Class 35B. The castings shall be capable of supporting an H-20 / HS-20 Wheel Load (16,000 pound load over 81 square inch area); this is generally considered heavy duty. The grate shall be Type A [perpendicular openings] and frame shall be Type B. The grates shall be modular in 2 -0 increments.

Update #3 ·

Added: Feb 22, 2018 3:22 pm Modified: Mar 01, 2018 3:30 pmTrack Changes Amendment to the solicitation issued to address questions from a prospective offeror.

Question 1: On drawing C-505, under detail E, number 2 & 3 ask for 6 of aggregate and moisture conditioned compacted sub grade. Will this be required since we are removing existing concrete?

Answer 1: Based on the current condition of the pavement, the Government assumes the existing base and sub-grade are not compromised. The existing base and sub grade may remain in place when in good condition. After demoing the slab, the Contractor shall assess whether the existing base and subgrade can be compacted in place to 95%. If acceptable, the Contractor shall fill any low spots with additional material to achieve the correct grade and compact.

Question 2: On drawing C-504, detail C, asks for inlet grate adjustment. I don t see this located on the other plans. Let me know if this is to be done and where it is?

Answer 2: Inlet grate adjustment is not part of this project; therefore, this detail is not used.

Update #2 ·

Added: Feb 22, 2018 3:22 pm Modified: Feb 23, 2018 10:03 amTrack Changes 10



RFQ FOR CONSTRUCTION SERVICES

GENERAL INFORMATION

Document Type: Combined Synopsis Solicitation

Solicitation Number: 36C78618Q0197

Post Date: 02/22/2018

Original Response Date: 03/20/2018 at 4:00 pm

Applicable NAICS: 238910

Classification Code: Y1QA

Set Aside Type: 100% Service Disabled Veteran Owned Small Business (SDVOSB)

Period of Performance: 60 Calendar Days from Receipt of Notice to Proceed Letter



Issuing Contracting Office: Department of Veterans Affairs

National Cemetery Administration, Contract Services

75 Barrett Heights Rd., Suite 309

Stafford, VA 22556



Place of Performance: Dallas-Fort Worth National Cemetery

2000 Mountain Creek Pkwy

Dallas, TX 75211



Attachments: A Wage Determination for Dallas County

B Performance Work Statement

C - Specifications

D - Drawings

E Past Performance Questionnaire

F - List of References



Magnitude of Construction Between $100,000 and $250,000





Description: This notice shall not be construed as a commitment by the Government to ultimately award a contract, nor does it restrict the Government to a particular acquisition approach. This is a solicitation issued as a request for quotation (RFQ) for construction services prepared in accordance with FAR Part 36, Construction and Architect Engineer Contracts and FAR Part 13, Simplified Acquisition Procedures, as supplemented with additional information included in this notice. This announcement constitutes the only solicitation; proposals are being requested and a written solicitation will not be issued. Responses to this Request for Quotation (RFQ) are due to the Contracting Officer no later than 4:00 pm on 03/20/2018 EST. Responses to this announcement will result in a Firm-Fixed Priced Contract with FOB Destination and the Government intends to make award under this announcement without discussions. All information submitted in response to this announcement is voluntary and the Government will not pay for information provided nor will it compensate any respondent for any cost incurred in developing information provided for the Government. Offerors are responsible for obtaining any and all amendments or additional information concerning this announcement at https://fbo.gov.



Prospective offerors must be registered with the System for Award Management (SAM) website and complete representations and certifications at https://www.sam.gov. All questions regarding this solicitation are to be submitted to the contracting officer, via email, no later than (5) days before the closing date of the solicitation. Questions will not be addressed using the telephone.



001AL-11-15-A Limitations on Subcontracting Monitoring and Compliance (June 2011)

This solicitation includes VA Acquisition Regulation (VAAR) 852.219-10 VA Notice of Total Service-Disabled Veteran-Owned Small Business Evaluation Factors; VAAR 852.219-11 VA Notice of Total Veteran-Owned Small Business Set-Aside. Accordingly, any contract resulting from this solicitation will include these clauses.



SDVOSB offerors must be verified with the Center for Verification and Evaluation (CVE) to participate under the Veterans First Contracting Program at the time of the response to this announcement at the following website: https://www.vip.vetbiz.gov . See VAAR clause 852.219-10 VA Notice of Total Service-Disabled Veteran Owned Small Business Set-Aside for additional information on the Veterans First Contracting Program requirements. Offers received from companies not registered in https://www.vip.vetbiz.gov will not be considered and ineligible for award.



For quotes less than $150,000.00, one of the alternative payment protections listed under FAR 52.228-13 found on page 10 of this document shall be provided to the Contracting Officer within 15 days of contract award.



If the contract exceeds $150,000, the offeror to whom award is made will be required to furnish two bonds, a Payment Bond, SF 25A, and a Performance Bond, SF 25, each in the penal sum of 100% of the original contract price. Copies of SFs 25 and 25A may be obtained upon application to the issuing office.



52.236-27 Site Visit (Construction) Alternate I (Feb 1995)



(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.



(b) An organized site visit has been scheduled for



03/07/2018 at 10:00 am CST



(c) Participants will meet at --



Dallas-Fort Worth National Cemetery Administrative Building



Addendum to 52.236-27 Site Visit (Construction) Alternate I (Feb 1995)



In no event shall failure to inspect a one or all sites constitute grounds for a claim after contract award.



52.236-21 -- Specifications and Drawings for Construction.



Specifications and Drawings for Construction Alternate I (Apr 1984)



(a) The Contractor shall keep on the work site a copy of the drawings and specifications and shall at all times give the Contracting Officer access thereto. Anything mentioned in the specifications and not shown on the drawings, or shown on the drawings and not mentioned in the specifications, shall be of like effect as if shown or mentioned in both. In case of difference between drawings and specifications, the specifications shall govern. In case of discrepancy in the figures, in the drawings, or in the specifications, the matter shall be promptly submitted to the Contracting Officer, who shall promptly make a determination in writing. Any adjustment by the Contractor without such a determination shall be at its own risk and expense. The Contracting Officer shall furnish from time to time such detailed drawings and other information as considered necessary, unless otherwise provided.



(b) Wherever in the specifications or upon the drawings the words directed , required , ordered , designated , prescribed , or words of like import are used, it shall be understood that the direction , requirement , order , designation , or prescription , of the Contracting Officer is intended and similarly the words approved , acceptable , satisfactory , or words of like import shall mean approved by, or acceptable to , or satisfactory to the Contracting Officer, unless otherwise expressly stated.



(c) Where as shown, as indicated , as detailed , or words of similar import are used, it shall be understood that the reference is made to the drawings accompanying this contract unless stated otherwise. The word provided as used herein shall be understood to mean provide complete in place, that is furnished and installed .



(d) Shop drawings means drawings, submitted to the Government by the Contractor, subcontractor, or any lower tier subcontractor pursuant to a construction contract, showing in detail



(1) the proposed fabrication and assembly of structural elements, and



(2) the installation (i.e., fit, and attachment details) of materials or equipment. It includes drawings, diagrams, layouts, schematics, descriptive literature, illustrations, schedules, performance and test data, and similar materials furnished by the contractor to explain in detail specific portions of the work required by the contract. The Government may duplicate, use, and disclose in any manner and for any purpose shop drawings delivered under this contract.



(e) If this contract requires shop drawings, the Contractor shall coordinate all such drawings, and review them for accuracy, completeness, and compliance with contract requirements and shall indicate its approval thereon as evidence of such coordination and review. Shop drawings submitted to the Contracting Officer without evidence of the Contractor s approval may be returned for resubmission. The Contracting Officer will indicate an approval or disapproval of the shop drawings and if not approved as submitted shall indicate the Government s reasons therefor. Any work done before such approval shall be at the Contractor s risk. Approval by the Contracting Officer shall not relieve the Contractor from responsibility for any errors or omissions in such drawings, nor from responsibility for complying with the requirements of this contract, except with respect to variations described and approved in accordance with (f) below.



(f) If shop drawings show variations from the contract requirements, the Contractor shall describe such variations in writing, separate from the drawings, at the time of submission. If the Contracting Officer approves any such variation, the Contracting Officer shall issue an appropriate contract modification, except that, if the variation is minor or does not involve a change in price or in time of performance, a modification need not be issued.



(g) Upon completing the work under this contract, the Contractor shall furnish a complete set of all shop drawings as finally approved. These drawings shall show all changes and revisions made up to the time the equipment is completed and accepted.



The U.S. Department of Veterans Affairs, National Cemetery Administration, and Dallas-Fort Worth National Cemetery anticipates a firm fixed price contract for demolition & replace concrete slabs and installation two concrete trench drains & pipes within 60 days from receipt of notice to proceed letter.



The applicable North American Industrial Classification System (NAICS) code for this procurement is 238910, with a business size standard of $15 million.



The National Cemetery Administration is seeking quotes from Service Disabled Veteran Owned Small Businesses qualified for the provision of site preparation services.

Period of Performance: 60 days from receipt of notice to proceed letter.

Scope: The contractor shall be responsible for providing demolition & replace concrete slabs and installation two concrete trench drains & pipes to Dallas Fort Worth National Cemetery located at 2000 Mountain Creek Pkwy, Dallas, TX 75211.



Price Schedule

PRICE SCHEDULE: Contractor shall provide all labor, supervision, material, equipment, tools and supplies to complete construction services to Dallas Fort Worth National Cemetery located at 2000 Mountain Creek Pkwy, Dallas, TX 75211 following National Cemetery Administration standards. Contract period will be for 60 days from receipt of Notice to Proceed Letter. Units and services to be in accordance with Performance Work Statement, Technical Specifications, Performance Incentives/Disincentives, terms and conditions contained in this solicitation.



The schedule price shall be all-inclusive, including all labor, equipment, materials, and supplies to complete the Contract Line Items (CLINs). Offerors shall enter unit price and total amounts for each CLIN as indicated in the schedule. In the event there is a difference between a unit price and the extended total amount, the unit price will be held to be the intended bid price and the total of the CLINs will be recomputed accordingly.



The Contractor shall furnish to the Government the supplies or services specified up to and including the quantity designated in the Schedule.



Period: 60 Calendar Days from Receipt of Notice to Proceed Letter

Line Item

Description

Quantity

Unit

Unit Price

Total Price



0001

Demolition & replace concrete slabs and installation two concrete trench drains & pipes to Dallas Fort Worth National Cemetery





1





JB





$______







$______







0002



Alternative Payment Protection (estimated cost only) (do not secure alternative payment protection until directed to do so).





1





EA





$______





$______



Total Estimated Price (exclude Alternative Payment Protection):





$______________



Services to be Provided: See Attachment B Performance Work Statement

POST AWARD CONFERENCE: Prior to commencement of work, contract awardee is required to make an appointment for a conference with the COR and/or Contracting Officer to assure that all parties understand all contractual obligations and the role that each party serves.





Proposal Format and Submission Information:





Offers must be submitted on company letterhead. Commercial format is encouraged. All offerors shall include the following information as part of their quote:

Legal Business/Company Name (as listed in www.sam.gov)

DUNS Number

Point of Contact Name

Telephone number

Email Address



-Pricing shall be submitted as requested in the Schedule of Supplies/Services

-Technical Package for Evaluation

-Past Performance Questionnaire (Attachment E)

-List of References (Attachment F)



Proposals shall be submitted via email or via mail to the following addresses:



Email: kenneth.dougherty@va.gov

Mail: 75 Barrett Heights Road

Suite 309

Stafford, VA 22556



For proposals mailed, proposals shall be submitted on compact disk (CD) and files shall be in either Microsoft Word or Adobe pdf formats. DVDs are not acceptable as the Government computer is unable to read this media type. Any DVDs received in response to this announcement will be rated as technically unacceptable and removed from consideration.



Questions pertaining to this announcement shall be sent by email to: kenneth.dougherty@va.gov . Telephone inquiries will not be accepted.



End of Addenda





Evaluation Process:

Quotes will be evaluated in accordance with FAR 13.106-2(b) Evaluation of Quotations or Offers

-Pricing shall be submitted as requested in the Schedule of Supplies/Services.

-Technical Package for Evaluation



The following shall be included as part of the offeror s submission:

Experience of company and subcontractors anticipated to perform work under this contract

Managerial Qualifications of On-Site Supervisor

-Past Performance. The offeror is responsible for providing three (3) references of their choosing. Send a copy of the attached Past Performance Questionnaire (Attachment E) for their completion. The completed questionnaire is to be returned to the Contracting Officer for review. The completed questionnaires shall be sent to: kenneth.dougherty@va.gov no later than the solicitation s closing date and time. The references chosen by the offer should be selected based on past projects of the same or similar work. The source selection authority shall determine the relevance of similar past performance information.

In addition to the past performance questionnaires, the offeror is responsible for providing a completed copy of the List of References (Attachment F) to the contracting officer for review. The completed list of references shall be included with the offeror s proposal submission.

Basis for Award: The Government intends to award a firm fixed price contract resulting from this solicitation whose offer conforming to the solicitation will be most advantageous to the Government, price and other factors considered. Offers will be evaluated on the factors set forth below.

Price. Quotations shall be evaluated, for award purposes, based upon the total price proposed. The sum of all the CLINs will represent the total evaluated price. Proposed price must be determined to be fair and reasonable in order to be eligible for award.



Technical Acceptability. Technical Acceptability will be evaluated to determine the extent to which it demonstrates a clear understanding of all features involved in performance of the requirements identified in this solicitation. The proposal should not simply restate the Government s requirements, but it should describe, in detail, how the Offeror intends to meet the requirements. An evaluation rating of Technically Acceptable / Non-Acceptable will be assigned upon completion of the technical package evaluation. If an offeror receives a technical rating of Non-Acceptable they will not be considered for award. Offerors shall provide information for the following sub-factors:



i. Contractor Experience: The Contractor shall provide sufficient project details with their technical proposal to demonstrate experience with at least three (3) concrete vehicle pavement projects of similar size, scope, and using similar materials and methods over the past five (5) years. Each contract submitted must have been satisfactorily completed, or if not yet completed, must be marked by satisfactory progress. The Government will not consider a contract that is less than 50% complete or an effort that concluded more than 5 years ago. Contractor shall provide customer points of contact for each project listed.



ii. Key Personnel (On-Site Supervisor): A competent and experienced English-speaking Contractor On-Site Supervisor, Superintendent, or Foremen shall be provided by the Contractor whenever work is being performed other than trash and debris pick-up. The Contractor Supervisor must have not less than five (5) years of experience as a direct supervisor of vehicle pavement projects. Offerors shall submit a resume for the Contractor On-Site Supervisor as part of the technical proposal.

Identify any subcontractor(s) to be used in performance of this contract, along with the subcontractor s socio-economic status (e.g. Disabled/Veteran owned, Woman owned, Small, Large Business, etc.). If using a subcontractor, list the type and percent of work each party will perform.

Past Performance: Past performance will be evaluated for quality, timeliness (i.e. recent), problem resolution, business relations, customer service and relevance (i.e. experience in providing services similar in size, scope, and complexity as described in the SOW). If no past performance information is readily available, the Offeror s past performance will be evaluated as Neutral.



Solicitation Provisions and Contract Clauses

FAR 52.252-1 Solicitation Provisions Incorporated by Reference (Feb 1998)

This solicitation incorporates one or more solicitation provisions by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. The offeror is cautioned that the listed provisions may include blocks that must be completed by the offeror and submitted with its quotation or offer. In lieu of submitting the full text of those provisions, the offeror may identify the provision by paragraph identifier and provide the appropriate information with its quotation or offer. Also, the full text of a solicitation provision may be accessed electronically at this/these address(es):

https://www.acquisition.gov/?q=browsefar

The solicitation document and incorporated provisions and clauses are those in effect through Federal Acquisition Circular 2005-97

The following solicitation provisions apply to this acquisition:

FAR 52.204-7 System for Award Management (Oct 2016)

FAR 52.204-8 Annual Representations and Certifications (Jan 2018) 238910 | $15 million |______ FAR Clause _____ Title _____ Date ______Change)

FAR 52.204-16 Commercial and Government Entity Code Reporting (Jul 2016)

FAR 52.204-22 Alternative Line Item Proposal (Jan 2017)

FAR 52.223-4 Recovered Material Certification (May 2008)

FAR 52.225-10 Notice of Buy American Requirement Construction Materials (May 2014)



VAAR 852.211-72 Technical Industry Standards (Jan 2008) (See Attachment C Specifications)

VAAR 852.270-1 Representatives of Contracting Officers (Jan 2008)



The following solicitation clauses apply to this acquisition:

FAR 52.252-2 Clauses Incorporated by Reference (Feb 1998)

This contract incorporates one or more clauses by reference, with the same force and effect as if they were given in full text. Upon request, the Contracting Officer will make their full text available. Also, the full text of a clause may be accessed electronically at this/these address(es):

https://www.acquisition.gov/?q=browsefar



FAR 52.204-13 System for Award Management Maintenance (Oct 2016)

FAR 52.204-18 Commercial and Government Entity Code Maintenance (Jul 2016)

FAR 52.204-19 Incorporation by Reference of Representations and Certifications (Dec 2014)

FAR 52.209-10 Prohibition on Contracting with Inverted Domestic Corporations (Nov 2015)

FAR 52.211-10 Commencement, Prosecution, and Completion of Work (Apr 1984) 60 calendar days | 60 calendar days from receipt of the notice to proceed letter

FAR 52.213-4 Terms and Conditions Simplified Acquisitions (Other Than Commercial Items)(Jan 2018) (https://www.acquisition.gov/browsefar)

FAR 52.219-28 Post-Award Small Business Program Rerepresentation (Jul 2013)

FAR 52.222-6 Construction Wage Rate Requirements (May 2014)

FAR 52.222-7 Withholding of Funds (May 2014)

FAR 52.222-8 Payrolls and Basic Records (May 2014)

FAR 52.222-9 Apprentices and Trainees (Jul 2005)

FAR 52.222-10 Compliance with Copeland Act Requirements (Feb 1988)

FAR 52.222-11 Subcontracts (Labor Standards)(May 2014)

FAR 52.222-12 Contract Termination Debarment (May 2014)

FAR 52.222-13 Compliance with Construction Wage Rate Requirements and Related Regulations (May 2014)

FAR 52.222-14 Disputes Concerning Labor Standards (Feb 1988)

FAR 52.222-15 Certification of Eligibility (May 2014)

FAR 52.222-23 Notice of Requirement for Affirmative Action to Ensure Equal Employment Opportunity for Construction (Feb 1999) 18.2% | 6.9% | Texas, Dallas County, Dallas

FAR 52.222-27 Affirmative Action Compliance Requirements for Construction (Apr 2015)

FAR 52.222-32 Construction Wage Rate Requirements Price Adjustment (Actual method)(Jan 2017)

FAR 52.222-50 Combating Trafficking in Persons (Mar 2015)

FAR 52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts (May 2008)

FAR 52.223-18 Encouraging Contractor Policies to Ban Text Messaging While Driving (Aug 2011)

FAR 52.225-9 Buy American Construction Materials (May 2014) None

FAR 52.227-1 Authorization and Consent (Dec 2007)

FAR 52.228-2 Additional Bond Security (Oct 1997)



FAR 52.228-13 Alternative Payment Protections (Jul 2000) (a) Payment Bond (b) Irrevocable Letter of Credit (ILC) (c) Tripartite Escrow Agreement | 15 days



FAR 52.232-5 Payments Under Fixed-Price Construction Contracts (May 2014)

FAR 52.232-23 Assignment of Claims (May 2014)

FAR 52.232-27 Prompt Payment for Construction Contracts (Jan 2017)

FAR 52.236-2 Differing Site Conditions (Apr 1984)

FAR 52.236-3 Site Investigation and Conditions Affecting the Work (Apr 1984)

FAR 52.236-5 Material and Workmanship (Apr 1984)

FAR 52.236-6 Superintendence by the Contractor (Apr 1984)

FAR 52.236-7 Permits and Responsibilities (Nov 1991)

FAR 52.236-8 Other Contracts (Apr 1984)

FAR 52.236-9 Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements (Apr 1984)

FAR 52.236-10 Operations and Storage Areas (Apr 1984)

FAR 52.236-12 Cleaning Up (Apr 1984)

FAR 52.236-13 Accident Prevention (Nov 1991)

FAR 52.236-14 Availability and Use of Utility Services (Apr 1984)

FAR 52.236-17 Layout of Work (Apr 1984)

FAR 52.236-26 Preconstruction Conference (Feb 1995)

FAR 52.242-5 Payments to Small Business Subcontractors (Jan 2017)

FAR 52.242-14 Suspension of Work (Apr 1984)

FAR 52.243-5 Changes and Changed Conditions (Apr 1984)

FAR 52.246-12 Inspection of Construction (Aug 1996)

FAR 52.246-21 Warranty of Construction (Mar 1994)

FAR 52.249-1 Termination for Convenience of the Government (Fixed-Price) (Short Form)(Apr 1984)



VAAR 852.203-70 Commercial Advertising (Jan 2008)

VAAR 852.219-10 VA Notice of Total Service-Disabled Veteran-Owned Small Business Set-Aside (Jul 2016)(DEVIATION)

VAAR 852.232-72 Electronic Submission of Payment Requests (Nov 2012)

VAAR 852.236-71 Specifications and Drawings for Construction (Jul 2002)

VAAR 852.236-74 Inspection of Construction (Jul 2002)

VAAR 852.236-76 Correspondence (Apr 1984)

VAAR 852.236-77 Reference to Standards (Jul 2002)

VAAR 852.236-78 Government Supervision (Apr 1984)

VAAR 852.246-74 Special Warranties (Jan 2008)

VAAR 852.246-75 Warranty for Construction-Guarantee Period Services (Jan 2008)





End of Document

Update #1 ·

Added: Feb 22, 2018 3:22 pm See attached RFQ 36C78618Q0197 and attachments A - F

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