W9127819R0076 Pre-Proposal Conference Slides.pdf
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- Solicitation number
- W9127819R0076
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This pre-proposal document outlines requirements for a federal design-build contract to repair riprap armoring at the Walter F. George Dam. The project scope involves removing existing armoring and installing new riprap from elevations 186 to 205 feet on earthen dikes on both sides of the dam. Construction will occur in three phases over multiple seasons with a six-week drawdown period for the first phase. The estimated value is between $25-100 million. The solicitation was released on October 29th with proposals due by December 19th. The award will be a firm fixed-price contract. Evaluation criteria include past performance, technical approach, key personnel qualifications, and small business participation. The U.S. Army Corps of Engineers Mobile District will administer the contract to improve flood protection infrastructure at the Walter F. George Lock and Dam along the Chattahoochee River bordering Alabama and Georgia.
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US Army Corps of Engineers
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Walter F. George Lock & Dam Walter F. George Long Term Riprap Repair
Matthew Scott Ellzey
Technical Lead for Non-Routine O&M
Mobile District, SAM
November 12, 2019
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Project Overview
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Hurricane Michael
Hurricane Track
October 10, 2018
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W.F. George Dam
Typical Exposed Impervious Embankment
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W.F. George Dam
Short Term WFG Riprap Repair
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W.F. George Dam
Short Term WFG Riprap Repair
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W.F. George Dam Scope of Work:
The Work to be performed under this contract consists of repairing the upstream armored face on two non-overflow earthen dikes at Walter F. George Dam on the Chattahoochee River. The non-overflow earthen dikes are located on the right (west - Alabama side) and left (east - Georgia side) overbank areas. The approximate total length of the two non-overflow earthen dikes is 12,128 feet with approximately 6,124 feet located on the Alabama side and 6,004 feet on the Georgia side. The crest of the non-overflow dike is at elevation 215.0 with a 30-foot width to provide a 20 foot access roadway. The upstream slope of the dikes was originally protected by 24 inches of dumped armor stone on a 9-inch bedding stone from the crest to a berm at elevation 180.0. The armored portion of the upstream slope is 1 vertical to 2.5 horizontal. Below the berm, the slope is 1 vertical to 3 horizontal.
The new armoring system will be placed on both the Alabama earthen dike and the Georgia earthen dike. Construction will be completed in three phases and staging areas are provided on both the Alabama and Georgia side. During the removal and placing of the new armor system, the contractor shall not penetrate the soil embankment. All existing armor stone will remain the property of the United States Government.
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W.F. George Dam
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W.F. George Dam Phase I:
Phase I will include the removal of the existing armor stone & bedding stone and installation of the new armoring system from elevation 186.00 to elevation 190.00. To facilitate removal of the existing armor system without damaging the impervious embankment, the reservoir pool will be lowered to elevation 186.0 feet for 6 weeks (September 15, 2020 to November 1, 2020). The Contractor shall remove the existing armor system and install the new armoring system from elevation 186.00 to elevation
190.00 in this 6 week period. The contractor shall not expose more than 6,500 sq.ft.
of impervious embankment at a time per crew, or as approved by the COR. The contractor shall ensure sufficient amount of material, equipment, and personnel are on site to perform the work in this specified time frame.
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W.F. George Dam Phase II:
Phase II will include the removal of the existing armor stone & bedding stone and installation of the new armoring system from elevation 190 to 205. Normal summer/winter pool levels will be operated during this phase of construction. The contractor shall not expose more than 20,200 sq.ft. of impervious embankment at a time per crew, or as approved by the COR. All existing armor stone shall be recovered and stock piled from elevation 195 to 205.
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W.F. George Dam Phase III:
Phase III will include the milling or removal and or reconstruction of pavements for the Haul roads utilized and impacted throughout phase I and phase II Construction.
Phase III will also include the final stabilization of the Georgia and Alabama laydown areas.
Additional Information:
Walter F. George Lock and George Andrews Lock will remain closed for the duration of this project.
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W.F. George Dam Key Dates:
Site Visit – November 13, 2019
RFI Close Out – December 2, 2019
Bids Due – December 19, 2019
US Army Corps of Engineers
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Pre-Proposal Conference WFG Long Term Riprap Repair Henry County, AL & Clay County, GA Solicitation W9127819R0076
USACE Mobile District
13 November 2019
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Disclaimer
This pre-proposal conference is for informational purposes only.
Any remarks or explanations given during this conference (or in the conference notes) will not change the terms and conditions of the solicitation.
Offerors are cautioned to carefully read the requirements of the solicitation and comply accordingly. Oral exchanges between offerors and the Government will not be binding unless changes are incorporated by a written amendment.
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Topics
• General Information
• Section 00 11 00: What to Submit
• Section 00 12 00: Evaluation Criteria
• Bonding Requirements
• Miscellaneous Item Requirements
• Questions & Request for Information (RFI)
• Proposal Due Date
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General Information
• beta.sam.gov (formerly www.SAM.gov)
• Unrestricted Best-Value Procurement (Trade-off)
• NAICS Code 237990 Other Heavy and Civil Engineering Construction
• Small Business Size Std: $39.5M
• One Firm-Fixed Price Contract Award
• Check beta.sam.gov (formerly www.FBO.gov) for Amendments
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General Information
• Who Can Submit?
► Any responsible interested prime construction contractor
• Who are not Eligible to Submit?
► Any design firm that participated in preparation of solicitation as:
• Government Contractor
• Subcontractor to a Government Contractor
► Cannot submit as Prime Contractor or Design Subcontractor
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Section 00 11 00: What to Submit
• Two (2) Volumes are required:
Vol I – Non-Priced Evaluation Factors o Submit PDF via email to addresses shown in Block 9 of the
SF1442
o ABSOLUTELY NO COST INFO HERE
Vol II Admin Requirements & Price Proposal o Submit PDF via email to addresses shown in Block 9 of the
SF1442
o Bid Bonds (original & copy) must be mailed to address shown in Block 7 of the SF1442 & received by Due Date
• PDF file format: 8 ½” x 11” (11” x 17” only for schedule)
• Title and mark each submission accordingly
• Pay attention to page count
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Section 00 11 00: What to Submit
Volume I - Tab A: Past Performance of Prime (Factor 1)
• 1st in Relative Importance; Equally important as Factor 2
• Two components:
Relevant Company Effort (Shall Not Exceed 9 Pages):
o Recent o Relevant
Quality of Past Performance o Federal Gov’t Projects: only CPARS (Interim or Final) o Other Projects: only PPQs (Attachment 3)
• Max 3 examples (Attachment 2)
• Past Performance of Offeror = Offeror’s name in SF1442
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Section 00 11 00: What to Submit
Volume I - Tab B: Technical Approach (Factor 2)
• 1st in Relative Importance; Equally important as Factor 1
• Narrative to include:
Project Preliminary Schedule
Project Management Approach
Project Plan for Severe Storm Event
Project Safety Approach
• Factor 2 shall not exceed thirty (30) pages
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Section 00 11 00: What to Submit
Volume I - Tab C: Key Personnel Experience & Qualifications (Factor 3)
• 2nd in Relative Importance; Less important than Factors
1 & 2
• Two components:
Construction Project Manager Min 5 years of exp. + listing of duties performed
On-Site Superintendent Min 5 years of exp. + listing of duties performed
• Attachment 4 may be used
• At a minimum, provide all the information listed on
Attachement 4
• Factor 3 shall not exceed four (4) pages
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Section 00 11 00: What to Submit
Volume I - Tab D: Small Business Approach (Factor 4)
• Third in Relative Importance; Least important Factor
• Two components:
Small Business Participation Plan o The offeror’s plan must reflect its effort measured as a percentage of the total contract amount, with a minimum of 15% Small Business participation.
Small Business Utilization o Offerors shall submit a record of the past three (3) consecutive years that demonstrates the utilization of SB in the performance of its contracts, to include % of utilization.
o Usage of a table or graph is preferred but not required.
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Section 00 11 00: What to Submit
Volume II – Administrative Requirements
• Not rated but checked for compliance
• Price analysis to determine fairness and reasonableness
• Components:
SF1442 Blocks 14, 15, 19 and 20 (a,b & c)
SF30(s) Blocks 15a, 15b and 15c
Proposal Data Sheet (Attachment 1)
Bid Schedule (ALL line items to be completed)
Certs & Reps (Section 00 45 00)
Financial Statements (60 days old) & Bank Letters
List of Present Commitments
Certified Statement (para 4.7.1 (b))
Bid Bond 20% of proposed total price or $3M, whichever is less
OCI Disclosure
Detailed Price Breakdown of each Major Category of Work
Small Business Subcontracting Plan (LB; separate from SB Participation Plan)
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Section 00 11 00: What to Submit
Volume II – Administrative Requirements
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Section 00 12 00: Evaluation Criteria
Evaluation Process
• Components:
Proposal Compliance Review
Non-Price Factor Evaluation
Price Analysis fair, reasonable, unbalancing of bids
Non-Price/Price Trade-off Analysis based on relative advantages and disadvantages of proposals and prices
• Non-price factors are evaluated independently from price
• Non-priced factors combined are considered significantly more important than price
• Award to be done to the proposal that offers the best value to the Government (combined factor ratings & price)
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Section 00 12 00: Evaluation Criteria
Factor 1 – Past Performance of the Prime
• Evaluation:
Step 1 - Determine if projects submitted are recent and relevant
Step 2 - Assess how well the offeror performed on these projects
Step 3 - Assign ratings to each project based on level of relevancy
Step 4 - Determine overall Performance Confidence Assessment Rating
• The Performance Confidence Assesment Rating reflects the degree of probability the offeror will be able to meet the solicitation’s requirements.
• Offerors’ proposals with little or no relevant past performance will be rated neutral confidence.
• Proposals with a deficiency will not be considered for award.
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Section 00 12 00: Evaluation Criteria
Factor 2 – Technical Approach
• Evaluation:
Step 1 – Evaluate the narrative to assess offeror’s understanding of the requirements of the solicitation
Step 2 - Determine strengths, weaknesses, and deficiencies
Step 3 – Assign an overall combined Technical/Risk Rating
• The Technical/Risk Rating reflects the degree to which the proposed approach meets or does not meet the minimum technical requirements.
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Section 00 12 00: Evaluation Criteria
Factor 3 – Key Personnel Experience & Qualifications
• Evaluation:
Step 1 - Determine if resumes illustrate the required experience (qualitative and quantitative)
Step 2 - Determine strengths, weaknesses and deficiencies
Step 3 – Assign an overall combined Technical/Risk Rating
• The Technical/Risk Rating reflects the degree to which the offeror has the necessary key personnel with experience and who are qualified to effectively perform the contract.
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Section 00 12 00: Evaluation Criteria
Factor 4 – Small Business Approach
• Evaluation:
Two aspects required for submission that are equal, but not rated separately.
o Aspect 1 – Small Business Participation Plan o Aspect 2 – Small Business Utilization
• This Factor will be rated as Acceptable or Unacceptable.
• All offerors, regardless of size, will be evaluated in the two elements and must submit the information requested.
Work performed directly by a SB offeror will be considered SB participation under Aspect 1 and SB past utilization under Aspect 2.
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Section 00 12 00: Evaluation Criteria
Administrative Requirements (including Price)
• Administrative requirements are reviewed for compliance and completeness.
• Price is analyzed for fairness, reasonableness and identification of unbalancing of pricing.
• Information provided as part of the Administrative requirements will be used to make a risk assessment of the offeror’s financial capability to successfully accomplish the project.
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Section 00 12 00: Evaluation Criteria
Discussions
• The Government intends to award without discussions.
However, the Government reserves the right to conduct discussions, if it’s in the Government’s best interest.
• DO NOT assume you will have an opportunity to revise your proposal after submission.
• If discussions are necessary, it will be only with the firms determined to be the MOST HIGHLY RATED.
• When discussions are closed, offerors will have the opportunity to submit their Final Proposal Revision (FPR).
• Revised proposals are subject to criteria of Section 00 11 00 unless determined otherwise in the discussions letter.
• Discussions are subject to same evaluation criteria.
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Bonding Requirements
• Bid Guarantee: FAR 52.228-1 “20% of bid price or $3M, whichever is less”
• Performance Bond: FAR 52.228-15 100% of original contract price
• Payment Bond: FAR 52.228-15 100 % of original contract price
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Miscellaneous Item Requirements
• Safety & Health Requirements to comply with
EM 385-1-1
• Proposals to be in English & in US Dollars (See Section 00 21 16, Provision 52.215-1)
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Questions & Request for Information
• Submit via https://www.ProjNet.org/projnet/
• Deadline for RFIs: 2 December 2019
• RFI info in Section 01 00 01, paragraph 2
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Proposal Due Date
Due No Later Than
19 December 2019, 1400 CDT
Via EMAIL to addresses shown in Block 9 of the
SF1442
Bid Bonds (original & copy) must be mailed to address shown in Block 7 of the SF1442
& received by Due Date
File details come from the government source that posted it. Updated .