W912BV-10-R-1008AdvertisedSpecs.pdf

IFB No. W912BV-10-R-1008

US Army Corps of Engineers Tulsa District WD Mayo Lock & Dam No. 14 McClellan-Kerr Arkansas River Navigation System, Oklahoma

Repair Spillway Weirs & Sill Plates

Specifications

This action is being procured as part of the American Recovery and Reinvestment Act (ARRA) of 2009

February 2010

SECTION 00 01 10 - TABLE OF CONTENTS

REPAIR SPILLWAY WEIRS AND SILL PLATES, WD MAYO L&D NO. 14

McCLELLAN-KERR ARKANSAS RIVER NAVIGATION SYSTEM, OKLAHOMA

00 01 10-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 11 00 STANDARD FORM (SF) 1442 AND CLIN SCHEDULE

00 22 11 PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA,

BASIS OF AWARD ONE-STEP-BEST VALUE, DESIGN-BUILD (SINGLE

AWARD)

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

00 73 46 WAGE DETERMINATION SCHEDULE

DIVISION 01 - GENERAL REQUIREMENTS

01 04 00 COORDINATION, FIELD ENGINEERING, AND MEETINGS

01 10 00 STATEMENT OF WORK

01 20 00 SAFETY

01 27 00 MEASUREMENT AND PAYMENT

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 45 02.00 10 QUALITY CONTROL SYSTEM (QCS)

01 45 04.00 10 CONTRACTOR QUALITY CONTROL

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 58 00 BULLETIN BOARD, PROJECT SIGN, AND SAFETY SIGN

01 60 00 MATERIAL AND EQUIPMENT

01 78 02.00 10 CLOSEOUT SUBMITTALS

DIVISION 03 – CONCRETE

03 11 13.00 10 STRUCTURAL CONCRETE FORMWORK

03 15 14.00 10 EXPANSION, CONTRACTION AND CONSTRUCTION JOINTS IN CONCRETE

FOR CIVIL WORKS

03 20 02 STEEL BARS AND WELDED WIRE FABRIC FOR CONCRETE

REINFORCEMENT FOR CIVIL WORKS

03 31 01.00 10 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 93 00 PREPARATION OF CONCRETE SURFACES FOR COATING

DIVISION 05 – METALS

05 05 50 WELDING, STRUCTURAL

05 50 13.01 SILL PLATES

05 50 13.02 NEW TAINTER GATE BOTTOM SEAL ASSEMBLIES

05 50 20 SEALS FOR STOPLOGS

DIVISION 09 – FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 – ELECTRICAL

26 42 14.00 10 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 01 50 WIRE ROPE TENSIONING

PROPOSAL SCHEDULE

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-3

BASE PROPOSAL

GATE NO. 2

1. Construct Downstream Stoplog Brackets Sum Job $________ $_________

2. Install Downstream Stoplog Brackets Sum Job $________ $_________

3. Repair Sill Plate Sum Job $________ $_________

4. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

5. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

6. Repair Concrete, 8" Depth 160 SF $________ $_________

7. Install Bottom Seal Sum Job $________ $_________

8. Replace All Anodes Sum Job $________ $_________

9. Check & Adjust Cable Tension Sum Job $________ $_________

10. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 2 $________________

GATE NO. 3

11. Install Downstream Stoplog Brackets Sum Job $________ $_________

12. Replace Sill Plate Sum Job $________ $_________

13. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

14. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

15. Repair Concrete, 8" Depth 160 SF $________ $_________

16. Install Bottom Seal Sum Job $________ $_________

17. Replace All Anodes Sum Job $________ $_________

18. Check & Adjust Cable Tension Sum Job $________ $_________

19. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 3 $________________

Item Estimated Unit

00 11 00-4

GATE NO. 4

20. Install Downstream Stoplog Brackets Sum Job $________ $_________

21. Replace Sill Plate Sum Job $________ $_________

22. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

23. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

24. Repair Concrete, 8" Depth 160 SF $________ $_________

25. Install Bottom Seal Sum Job $________ $_________

26. Replace All Anodes Sum Job $________ $_________

27. Check & Adjust Cable Tension Sum Job $________ $_________

28. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 4 $________________

GATE NO. 7

29. Install Downstream Stoplog Brackets Sum Job $________ $_________

30. Replace Sill Plate Sum Job $________ $_________

31. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

32. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

33. Repair Concrete, 8" Depth 160 SF $________ $_________

34. Install Bottom Seal Sum Job $________ $_________

35. Replace All Anodes Sum Job $________ $_________

36. Check & Adjust Cable Tension Sum Job $________ $_________

37. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 7 $________________

Item Estimated Unit

00 11 00-5

GATE NO. 8

38. Install Downstream Stoplog Brackets Sum Job $________ $_________

39. Repair Sill Plate Sum Job $________ $_________

40. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

41. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

42. Repair Concrete, 8" Depth 160 SF $________ $_________

43. Install Bottom Seal Sum Job $________ $_________

44. Replace All Anodes Sum Job $________ $_________

45. Check & Adjust Cable Tension Sum Job $________ $_________

46. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 8 $________________

GATE NO. 10

47. Install Downstream Stoplog Brackets Sum Job $________ $_________

48. Repair Sill Plate Sum Job $________ $_________

49. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

50. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

51. Repair Concrete, 8" Depth 160 SF $________ $_________

52. Install Bottom Seal Sum Job $________ $_________

53. Replace All Anodes Sum Job $________ $_________

54. Check & Adjust Cable Tension Sum Job $________ $_________

55. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 10 $________________

Item Estimated Unit

00 11 00-6

GATE NO. 11

56. Install Downstream Stoplog Brackets Sum Job $________ $_________

57. Repair Sill Plate Sum Job $________ $_________

58. Repair Concrete, 0"-4" Depth 840 SF $________ $_________

59. Repair Concrete, 4"-6" Depth 500 SF $________ $_________

60. Repair Concrete, 8" Depth 160 SF $________ $_________

61. Install Bottom Seal Sum Job $________ $_________

62. Replace All Anodes Sum Job $________ $_________

63. Check & Adjust Cable Tension Sum Job $________ $_________

64. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 11 $________________

GATE NO. 12

65. Install Downstream Stoplog Brackets Sum Job $________ $_________

66. Repair Sill Plate Sum Job $________ $_________

67. Repair Concrete, 0"-4" Depth 1500 SF $________ $_________

68. Install Bottom Seal Sum Job $________ $_________

69. Replace All Anodes Sum Job $________ $_________

70. Check & Adjust Cable Tension Sum Job $________ $_________

71. Replace U-bolts 1 EA $________ $_________

TOTAL GATE NO. 12 $________________

TOTAL BASE PROPOSAL $________________

Item Estimated Unit

00 11 00-7

OPTION 1 – REHABILITATE 15 EACH 60-FOOT STOPLOGS

72. Ultrasonic Testing of Full Penetration Welds on Tension Members 960 EA $________ $_________

73. Full Penetration Weld Repairs 240 EA $________ $_________

74. Replace Structural Members 30 EA $________ $_________

75. Replace Seal Assemblies & Hardware 15 EA $________ $_________

76. Blast and Paint Stoplogs 15 EA $________ $_________

TOTAL OPTION 1 $________________

OPTION 2 – REPLACE PRIMARY GEARBOXES, MOTORS, & BRAKES

77. Provide and Install Integrated Primary Gearbox, Motor, and Disk Brake System 12 EA $________ $_________

TOTAL OPTION 2 $________________

OPTION 3 – LINE SHAFTS

78. Install Line Shafts 9 EA $________ $_________

79. Paint Line Shafts 12 EA $________ $_________

TOTAL OPTION 3 $________________

OPTION 4 – PAINT TAINTER GATE EQUIPMENT AND PLATFORMS

80. Paint Tainter Gate Equipment and Platforms 12 EA $________ $_________

TOTAL OPTION 4 $________________

Item Estimated Unit

00 11 00-8

OPTION 5 – UPSTREAM CONCRETE REPAIR

81. Repair Concrete, 0"-3" Depth 1,400 SF $________ $________

82. Repair Concrete, 3"-6" Depth 650 SF $________ $_________

TOTAL OPTION 5 $________________

TOTAL BASE PROPOSAL AND OPTIONS $________________

EA = Each SF = Square Feet

PROPOSAL SCHEDULE NOTES

1. All costs for items of work which are not listed separately in the

Proposal Schedule or specifically mentioned to be included in a particular item price shall be included in the listed item price most closely associated with the work involved.

2. This solicitation requires submission of a proposal on all items.

Failure to do so will result in the proposal being rejected without further consideration.

3. All quantities are estimated except where the unit is given as job.

4. Only one contract for the entire schedule will be awarded under this solicitation.

5. Options can be awarded at any time during the life of the contract.

00 22 11 - 1

SECTION 00 22 11

PROPOSAL SUBMISSION REQUIREMENTS, EVALUATION CRITERIA, AND BASIS OF AWARD

PART 1 - PROPOSAL INSTRUCTIONS

1. PROPOSAL SUBMISSION REQUIREMENTS AND INSTRUCTIONS

a. REQUIREMENT FOR SEPARATE PRICE AND TECHNICAL PROPOSALS.

(1) Each Offeror must submit both a Price Proposal and a Technical Proposal. The Price Proposal and the Technical Proposal must be submitted as separate volumes. Ensure that the outside of each separate volume is clearly marked to indicate its contents; and the identity of the offeror.

Additionally, clearly identify the “original” cost/price proposal and the “original” technical proposal on the outside cover.

(2) Both the Price Proposal and the Technical Proposal must be received by the closing date and time set for receipt of proposals.

(3) No dollar amounts from the Price Proposal are to be included in the Technical Proposal.

(4) All information intended to be evaluated as part of the Technical Proposal must be submitted as part of the Technical Proposal. Do not merely cross-reference similar material in the Price Proposal, or vice versa. Also, do not include links to websites in lieu of incorporating information into your proposal.

(5) Do not include exceptions to the terms and conditions of the solicitation in either the technical or price proposal. Should the offer include any standard company terms and conditions that conflict with the terms and conditions of the solicitation, the offer may be determined "unacceptable" and thus ineligible for award. Should the offeror have any questions related to specific terms and conditions, these should be resolved prior to submission of the offer. Notwithstanding the above, the Offeror must clearly describe in the Proposal Cover Sheet submitted with the Price Proposal any exceptions to the contractual and/or technical terms and conditions of the solicitation contained in the Offer.

b. DISCUSSIONS. The Government does not intend to enter into discussions with offerors prior to determining those contractors within the competitive range, in accordance with FAR 52.215-1, Instructions to Offerors—Competitive Acquisitions.

c. COST OR PRICING DATA. Offerors are not required to submit certified Cost or Pricing Data with their offers.

d. GENERAL INSTRUCTIONS.

(1) Submit only the hard-copy paper documents and the electronic files specifically authorized and/or required elsewhere in this section. Do not submit excess information, to include audio-visual materials, electronic media, etc.

(2) Use only 8 ½ by 11 inch paper for hard copy submissions, unless another paper size is specifically authorized elsewhere in this section for a particular submission. Do not use fold-outs (e.g., 11” x 14” or 11” x 17” sheets) unless specifically authorized in this section for a particular submission. Do not use a font size smaller than 10, an unusual font style such as script, or condensed print for any submission. All page margins must be at least 1 inch wide, but may include headers and footers.

(3) The preferred method for assembling your proposals is to use three-ring binders; however, the use of pressboard or other report covers with compression or other type fasteners is acceptable. Do not use spring clamps or exceed the recommended capacity of the fastener or binder. Do not use plastic

00 22 11 - 2 multi-hole/spiral binding systems, heat binding systems, or other systems which do not facilitate the ready insertion of additional pages.

(4) “Confidential” projects cannot be submitted to demonstrate capability unless all of the information required for evaluation as specified herein can be provided to the Government as part of the Offeror’s technical proposal. Offerors that include in their proposals information that they do not want disclosed to the public for any purpose, or used by the Government except for evaluation purposes, must be clearly marked in accordance with the instructions at FAR 52.215-1, “Instructions to Offerors— Competitive Acquisition”, paragraph (e), “Restriction on disclosure and use of data”.

(5) In the case of an Offeror that is part of a large, multi-segmented business concern, provide information directly pertaining to the specific segment of the business concern (i.e., the division, group, unit, etc.) that will perform work under the prospective contract.

(6) For submissions with page limitations, the pages will be counted as follows: One side of the paper is one page; information on both the back and front of one sheet of paper will be counted as two pages. Where authorized, fold-out pages (11" x 14" or 11" x 17") will count as one page. Pages furnished for organizational purposes only, such as a “Table of Contents” or divider tabs, are not included in the page limitation.

e. SPECIFIC INSTRUCTIONS FOR THE PRICE PROPOSAL

(1) Number of Sets of the Price Proposal. Submit the ORIGINAL and ONE additional hard copy set of the Price Proposal.

(2) Size Restrictions and Page Limits. Use only 8 ½” x 11” pages. There are no page limits set for the price proposal. However, limit your response to information required by this solicitation. Excess information will not be considered in the Government’s evaluation.

(3) Format and Contents of the Price Proposal and List of Tabs. The Price Proposal shall be appropriately labeled as such and shall be organized as indicated in the following chart. Note: If the Offeror is not required to submit any information under a listed Tab in accordance with the instructions below, that tab can be omitted. However, do not renumber the subsequent tabs.

TAB

CONTENTS OF THE PRICE PROPOSAL

#1

The Proposal Cover Sheet

#2

The SF1442 and Acknowledgement of Amendments

#3

Section 001100, Pricing Schedule

#4

Representations, Certifications, and Other Statements of Offerors (if the offeror does not have electronic certifications in ORCA)

#5

JV Agreement, if applicable.

#6

Pre-Award Survey

(4) Detailed Submission Instructions for the Price Proposal

00 22 11 - 3

TAB 1: The proposal cover sheet is required by FAR 52.215-1(2) (c) (i)-(v) and must be submitted by all offerors. This provision, titled “Instructions to Offerors—Competitive Acquisition,” and the format for the proposal cover sheet as shown here:

PROPOSAL COVER SHEET

1. Solicitation Number:

2. The name, address, and telephone and facsimile numbers of the Offeror (and electronic address if available):

3. A statement specifying the extent of agreement with all terms, conditions, and provisions included in the solicitation and agreement to furnish any or all items upon which prices are offered at the price set opposite each item. Statement to include any exceptions in technical or cost/price proposal or exceptions inherent in Offeror’s standard terms and conditions.

4. Names, titles, and telephone and facsimile numbers (and electronic addresses if available) of persons authorized to negotiate on the Offeror’s behalf with the Government in connection with this solicitation:

5. Name, title, and signature of person authorized to sign the proposal. Proposals signed by an agent shall be accompanied by evidence of that agent’s authority, unless that evidence has been previously furnished to the issuing office.

TAB 2: The SF 1442, Solicitation, Offer, and Award is to be completed by all Offerors and duly executed with an original signature by an official authorized to bind the company in accordance with FAR 4.102. All amendments must be acknowledged by all Offerors in accordance with the instructions on the Standard Form 30, Amendment of Solicitation.

TAB 3: Section 001100, Pricing Schedule is to be completed in its entirety by all Offerors.

See Section 001100 with attached notes, for further instructions.

TAB 4: All Offerors must have electronically completed the annual representations and certifications on the “Online Representations and Certifications Application” (ORCA) website or respond with the completed representations / certifications found in the solicitation. The offerors are responsible for ensuring that these on-line Representations and Certifications are updated as necessary to reflect changes, but at least annually to ensure that they are kept current, accurate and complete. Additionally, the offeror must also complete and return the “Representations, Certifications, and Other Statements of Offerors” included in the solicitation. If the offeror is a Joint Venture, all participants must separately complete both the ORCA Representations and Certifications.

TAB 5: If the Offeror is a Joint Venture (JV), include a copy of the JV Agreement. If a JV

Agreement has not yet been finalized/approved, indicate its status. JV Agreements must clearly indicate the percentages of the JV participants, in particular the percent of the controlling party, and a clear delineation of responsibilities and authorities between the JV parties.

TAB 6: The Pre-Award Survey (found on the following pages) must be completed by all offerors and submitted as part of their price proposal. This document will be used by the Contracting Officer for the Contracting Officer’s Determination of Responsibility done prior to contract award in accordance with FAR Part 9.

00 22 11 - 4

CONSTRUCTION CONTRACTOR EXPERIENCE DATA

PRE-AWARD SURVEY INFORMATION

DATE:

Firm Name and Telephone Number Main Office Address (Street, City, and State)

Branch Offices Services Rendered Construction Design Consultant

Organization Individual Joint Venture Partnership Corporation

Date Organized Date Incorporated:

State:

Names of Officers and Other Key Personnel

I – PRESENT PAYROLL PERSONNEL (List Number of Each Category Below)

Remainder: Partners:

Officers:

Other Key:

Total:

Subtotal Permanent:

Maximum Personnel at Any Time:

Date:

II—EQUIPMENT OWNED

III—FINANCIAL DATA AS OF

(DATE):

Present Value ($)

Current Assets:

Current Liabilities: Acquisition Cost ($) Net Worth:

IV—TOTAL VALUE OF CONSTRUCTION AND DEMOLITION

WORK IN PAST 6 YRS EXCLUSIVE OF JOINT VENTURE

(LIST MOST RECENT FIRST)

V—LARGEST JOB EVER

CONTRACTED

(If Other Than in Past Six Years)

$ LARGEST JOB IN PAST 6 YRS

Avg. Annual Income

Contract Amount:

Date:

Description:

Owner:

Contract Amount:

Date:

Description:

Owner:

VI—TYPE OF WORK IN WHICH FIRM SPECIALIZES

NAME AND POSITION/TITLE OF PERSON SIGNING

SIGNATURE

NOTE: Use reverse side for explanations or detailed description of item(s) reported above.

00 22 11 - 5

SCHEDULE A

EXISTING COMMITMENTS

Contract Number and Total Value

Description of the Work

Project Owner*

Performance Period

% of work subcontracted

* PLEASE PROVIDE NAME OF ORGANIZATION, POINT OF CONTACT, AND TELEPHONE NUMBER

FOR CONTACT

00 22 11 - 6

SCHEDULE B

EXPERIENCE DATA

List below the principal projects the firm has completed within the past 5 years.

Contract Number and Total Value

Description of the Work

Contact Person for the project and phone number

% of work subcontracted

00 22 11 - 7

SCHEDULE C

EQUIPMENT AND PERSONNEL

Provide a detailed statement below as to the availability of specific plant/personnel/equipment needed in order to perform the work in accordance with the contract and schedule requirements of this Request for Proposal and resulting project. Include names of personnel and types of equipment or equipment vendors and availability of each to provide equipment in a timely manner.

f. SPECIFIC INSTRUCTIONS FOR THE TECHNICAL PROPOSAL

(1) Number of Sets of the Technical Proposal. Submit the ORIGINAL and THREE (3) additional sets of the written Technical Proposal, with each set separately packaged.

(2) Format and Contents of the Technical Proposal and List of Tabs. The original and all copies of the technical proposal will be appropriately labeled as such. Each set shall be organized using the tabs specified in the following chart.

TAB

CONTENTS OF THE TECHNICAL

PROPOSAL

Factor #1

EXPERIENCE

Factor #2

PROJECT MANAGEMENT PLAN

Factor #3

PERSONNEL

Factor #4

PAST PERFORMANCE

Factor #5

WORK PLAN

(3) Page Limitations. See paragraphs 1.d.(2) and 1.d.(6) above for format and page count instructions. The following page limitations are established for each factor described above:

Factor #1, Experience – Limited to 1 Experience Form and 5 pages of representative design/construction information per project. The Offeror may submit a maximum of 10 representative projects under this Factor.

Factor #2, Project Management Plan – Limited to 6 pages total, not including organizational charts.

Factor #3, Personnel – Limited to 1 page for each resume provided Factor #4, Past Performance – No page limitation Factor #5, Work Plan – No page limitation

Tables of content, proposal cover letters, and tabs between proposal information do not count toward any page limitations in the proposal.

00 22 11 - 8

(4) Detailed Submission Requirements for the Technical Proposal. The following is a detailed description of the information to be submitted under each TAB.

(i) TAB 1: FACTOR 1, EXPERIENCE: Demonstrate the experience of the Offeror and/or team, including sub-contractors, through submission of experience information for projects same/similar to that described in the solicitation. The projects submitted must have been performed by the Offeror and/or team member(s) who will be providing similar services under the prospective contract.

The Contractor shall provide a minimum of five (5), but no more than ten (10), “Experience Information” forms and supporting documentation as stated in the page limitations in paragraph 1(f)(3) above in response to this factor. All blocks must be filled in and all data should be accurate, current, and complete. All projects submitted must have been underway or completed with the last 3 years. At least three (3) of the projects provided must be valued at over $4,000,000. For each project that included design, the offer may also submit up to 5 pages of information representative of the design efforts of the project.

The experience information submitted should demonstrate that the Offeror and/or the team have performed a same/similar type of construction as a team on previous projects, and preferably on multiple sites simultaneously.

(SEE EXPERIENCE INFORMATION FORM NEXT PAGE)

00 22 11 - 9

EXPERIENCE INFORMATION

(To be completed by Contractor)

2. Contract /Task Order(TO) /Purchase Order (PO) Number:

3. Contract/TO/PO Dollar Value:

1. Contractor:

Name:

Address:

4. Contract/TO /PO Status: Active Complete

Completion Date (w/ extensions):

5. Project Title:

Location:

6. Project Description-- to include the role of the contractor on the project and specific responsibilities of the contractor in performance of the effort:

7. Project Owner or Project Manager for the Client – provide:

Name:

Address:

Telephone Number and E-mail:

00 22 11 - 10

(ii) TAB 2: FACTOR 2, PROJECT MANAGEMENT PLAN: Provide a narrative discussion that addresses the Offeror's project management plan. The plan must address the following minimum elements:

Procedures used to manage the project, to include project management, quality control, and safety;

How the contractor plans to meet major design and construction project milestones in the specifications that reflects completion of all work within the period of contract performance.

Provide a narrative response that addresses timely delivery and receipt of equipment and materials at the job site which coincides with the major construction project milestones.

The Offeror shall include an organizational chart depicting lines of authority and responsibility for all personnel/entities on the project, including subcontractors, from the lowest level to the corporate level. The organizational chart shall clearly indicate which entity has overall authority for the contract and identify by name and title the single Point of Contact to the Government for all project-related matters.

(iii) TAB 3: FACTOR 3, PERSONNEL: The Offeror must provide resume data for the following key personnel: Project Manager – Design, Project Manager - Construction, Safety Officer, Quality Control Manager, Superintendent, Diving Supervisor, and Senior Engineer.

Resume information to be provided for personnel identified above shall be limited to no more than one (1) page per person and shall include the following information as a minimum:

Name and title Project assignment Name of firm with which associated Years experience with this firm and with other firms Education degree(s), year, specialization, if applicable Active professional registration, year first registered, if applicable Other experience and qualifications relevant to same/similar work required under this contract

(iv) TAB 4: FACTOR 4, PAST PERFORMANCE: No submission is required for Factor 4, Past Performance. For the projects listed under Factor 1 – Experience, the Government will query the Contractor Performance Assessment Reporting System (to include ACASS, CCASS, and CPARS) to validate past performance ratings on Department of Defense contracts and any other past performance information the Government deems necessary to evaluate a contractor’s past performance. Firms without a history of past performance will be given a neutral rating.

The Government may contact references provided as part of Factor 1 – Experience, for information regarding the Offeror's past performance on the project and for the purposes of assessing and verifying the scope of the work performed. Offerors should provide accurate, current, and complete contact information for references provided in the project descriptions.

(v) TAB 5: FACTOR 5, WORK PLAN: A comprehensive work plan shall be provided. The work plan shall be in accordance with all specifications and drawings and shall address all aspects of the project. The work plan shall clearly outline and describe the Contractor's approach to the work. The work plan shall include detailed discussions of the work to be performed, all assumptions, a list of specific codes and standards to which the work will adhere, integrated primary gearbox, motor, and disk brake system selection and details, and all conclusions and recommendations. The work plan shall be accompanied by all calculations, load or sizing, 00 22 11 - 11 software input and output sheets, system alternative considerations, equipment supplier selection data, and other material utilized in arriving at the action recommended. Where necessary or required, structural and load bearing calculations performed by a registered professional engineer shall be utilized and submitted. Manufacturer’s catalog cuts and specifications shall be submitted as required to document the materials to be supplied. Also, manufacturer’s installation procedures or execution specifications shall be included as required to indicate the methods and means of installation of all materials. The Contactor shall use the manufacturer’s data to tie together the shop drawings, catalog cuts, and installation requirements into a comprehensive package that defines the work actions. All equipment provided under the task order shall be standard products of a manufacturer regularly engaged in the manufacturing of such products, which are of similar material, design, and workmanship. The standard products shall be in satisfactory (to the Government) commercial or industrial use for 2 years prior to submission for approval. These standard products must be offered for sale on the commercial market through advertisement, manufacturers’ catalog, or brochures. Drawings with material and equipment schedules plus detailed double-line shop/installation drawings shall be submitted to show the location and relationship of all equipment and material. Single-line drawings shall include, but not limited to, plans, equipment layout drawings, foundation plans, shop drawings, demolitions drawings, and control drawings, as required to completely define the work action when viewed in conjunction with shop drawings, catalog cuts, and manufacturer’s installation requirements. Work actions involving potential life-safety hazards shall be overseen and signed off by a registered professional engineer. A phased demolition plan shall be prepared which designates items, equipment, systems, etc., to be removed and indicates the disposition on all removed material, equipment, and debris. A dive plan shall be prepared and submitted in accordance with EM385- 1-1. The Contractor may document any recommended installation alternatives, potential areas of cost reduction, and any recommended changes to the scope of work if the alternatives are documented to be economically feasible and will result in no negative impact to the intended function/appearance of the scope of work. The Contractor shall present economical justification for each installation alternative. The Contractor shall present enough information (manufacturer’s data and/or drawings/sketches) to properly define each alternatives as well as the advantages and disadvantages of each alternative. O&M Manuals, training, and testing shall be in accordance with Division 01.

Part 2. EVALUATION OF OFFEROR PROPOSALS

2. ELIGIBILITY FOR CONTRACT AWARD. In accordance with the FAR, no contract shall be entered into unless the contracting officer ensures that all requirements of law, executive orders, regulations, and all other applicable procedures, including clearances and approvals, have been met. This includes the FAR requirement that no award shall be made unless the contracting officer makes an affirmative determination of responsibility. To be determined responsible, a prospective contractor must meet the general standards in FAR Part 9 and any special standards set forth in the solicitation.

3. SOURCE SELECTION USING THE TRADE-OFF PROCESS . The Government will select the offer that represents the best value to the Government by using the trade-off process described in FAR Part

15. This process permits tradeoffs between cost/price and technical (“non-cost”) factors and allows the Government to accept other than the lowest priced offer. The award decision will be based on a comparative assessment of proposals against all source selection criteria in the solicitation.

4. RELATIVE IMPORTANCE OF PRICE TO THE TECHNICAL EVALUATION FACTORS

All evaluation factors other than cost or price, when combined, are more important than price. The Government is concerned with striking the most advantageous balance between technical merit (“quality”) and price to the Government (i.e., the price). The degree of importance of price could become greater depending upon the equality of the technical proposals. If competing technical proposals are determined to be essentially equal, price could become the controlling factor.

5. EVALUATION OF THE PRICE PROPOSALS

00 22 11 - 12

a. Price will be evaluated and considered but will not be scored or combined with other aspects of the proposal evaluation. The proposed prices will be analyzed for reasonableness. They may also be analyzed to determine whether they are realistic for the work to be performed; reflect a clear understanding of the requirements; and are consistent with the Offeror’s Technical Proposal.

Additionally, all offers will be analyzed for unbalanced pricing.

b. The price will be used along with the technical evaluation to make selection for award. Since evaluation of the price proposal will represent a portion of the total evaluation, it is possible that an Offeror might not be selected for award because of unreasonable, unrealistic, or incomplete price proposal information. The Government will evaluate the format and clarity of the price proposal.

c. Other Award Factors: The Contracting Officer shall consider several factors in the selection process which are important, but not quantified, such as:

(1) Agreement by the Offeror to all general and special contract provisions and clauses.

(2) Determination of responsibility of the contractor by the Contracting Officer in accordance with the provisions of the Federal Acquisition Regulation, Part 9.1. In order to be determined responsible, a prospective contractor must:

(a) Have adequate financial resources to perform the contract or the ability to obtain them.

(b) Be able to comply with the required or proposed delivery or performance schedule taking into consideration all existing commercial and Governmental business commitments.;

(c) Have a satisfactory performance record.

(d) Have a satisfactory record of integrity and business ethics.

(e) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them.

(f) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them.

(g) Be otherwise qualified and eligible to receive an award under applicable laws and regulations.

6. EVALUATION OF THE TECHNICAL PROPOSAL. The Technical Proposal will be evaluated based on the following evaluation criteria:

a. FACTOR 1: EXPERIENCE: The Government will evaluate the following elements of this factor based on the information on the project experience forms and supporting documentation submitted by the contractor:

The relevant work experience of the Offeror and the subcontractors on projects same/similar to that described in this solicitation.

Complexity of past work experience of the Offeror and the subcontractors on projects submitted compared with that included in the solicitation.

Of the projects submitted, at least three (3) must be valued at over $4,000,000.

Offerors with experience on same/similar relevant projects (type of services, similar dollar value, complexity, USACE design / construction requirements, and applicable quality standards) may receive a higher rating than those with dissimilar or non-relevant projects.

Offerors with experience as a team on prior projects same/similar to the requirements of the solicitation may receive a higher rating than those without prior team experience.

b. FACTOR 2, PROJECT MANAGEMENT PLAN: The Government will evaluate the following elements of this factor based on the narrative Responses to this factor will be evaluated for:

The Offeror's ability to manage the overall project, control quality and safety on site and corporately;

How the Offeror plans to meet the major design and construction project milestones.

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The Offeror's understanding of the work efforts and its ability to provide quality, responsive, and timely performance over the planned life of the project;

If the Offeror has a sound plan addressing timely delivery and receipt of equipment and materials at the job site which coincides with the major construction project milestones.

Management of concurrent work on multiple job sites.

The organizational chart will be evaluated for a clear depiction of the lines of authority and responsibility for all personnel/entities on the project, including subcontractors, from the lowest level to the corporate level. The organizational chart shall clearly indicate which entity has overall authority for the contract and identify by name and title the single Point of Contact to the Government for all project-related matters.

c. FACTOR 3: PERSONNEL: The Government will evaluate the following elements of key personnel resumes:

The depth and breadth of personnel experience on same/similar projects as it relates to the responsibilities that person will have on this contract.

All key personnel shall have a degree in the field of work governed by the position they are assigned to (if appropriate for the position) and a minimum of five (5) years of professional experience in their field. For example, a Civil Engineer must have a degree in Civil Engineering and 5 years of professional civil engineering experience.

d. FACTOR 4: PAST PERFORMANCE: The Government will evaluate past performance information to assess the level of performance risk associated with the Offeror’s likelihood of success in performing the requirements stated in the solicitation. The relevance and current nature of the information (as determined by the Government), the source of the information, context of the data, and general trends in the contractor’s performance may be considered. Information submitted by the Offeror pertaining to recent, relevant contracts will be evaluated as well as data obtained from other sources, including automated databases and questionnaires. References other than those identified by the Offeror may be contacted by the Government. The Government may take into consideration the Offeror's performance of contracts with the agency; other Federal, State, and local government activities; and commercial concerns. The result will be a performance risk rating based on each Offeror’s record of past performance.

For the purpose of the past performance evaluation, offerors shall be defined as business arrangements and relationships, such as Joint Venture participants, teaming partners, and major subcontractors. The past performance record of each firm in the business arrangement may be evaluated by the Government.

In the case of an Offeror without a record of recent, relevant past performance (and for which there is also no recent, relevant past performance information for its predecessor companies or key subcontractors), or for whom information on past performance is not available or cannot be verified, the Offeror will not be evaluated favorably or unfavorably on past performance; a neutral rating will be applied for this factor. This does not preclude the Government from making award to a higher-priced Offeror with a favorable past performance record over a lower-priced Offeror with a neutral past performance rating.

e. FACTOR 5: WORK PLAN: The Government will evaluate the work plan to assess the project's probability of success based on the commencement, prosecution, and completion of work within the specified number of calendar days, maintaining the cost/pricing proposal without cost growth, and meeting the quality of the finished product as required in the specifications, drawings, and all other contract documents.

7. RELATIVE WEIGHTING OF THE TECHNICAL EVALUATION FACTORS. All technical factors are equal in weight and importance.

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8. GENERAL TECHNICAL CRITERIA

a. Material omission(s) may cause the technical proposal to be rejected as unacceptable.

b. Technical proposals which do not provide the specified information in the specified location in accordance with the submission instructions may be downgraded. The Government is under no obligation to search for information that is not in the specified location.

c. Proposals which are generic, vague, or lacking in detail may be downgraded or considered unacceptable. The Offeror's failure to include information that the Government has indicated should be included may result in the proposal being downgraded and/or being found deficient if inadequate detail is provided.

d. The Government cannot make award based on a deficient offer. Therefore, receipt of a “NO GO” determination of acceptability for any factor will make the offer ineligible for award, unless the Government elects to enter into discussions with that Offeror and all deficiencies are remedied in a revised proposal.

9. 52.217-5 EVALUATION OF OPTIONS (JUL 1990)

Except when it is determined in accordance with FAR 17.206(b) not to be in the Government's best interests, the Government will evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Evaluation of options will not obligate the Government to exercise the option(s).

REPAIR SPILLWAY WEIRS AND SILL PLATES, WD MAYO L&D NO. 14 MAYOWEIR

SECTION 01 04 00

COORDINATION, FIELD ENGINEERING, AND MEETINGS

PART 1 GENERAL

1.1 WORK SCHEDULE

Contractor shall work between official sunrise and official sunset, seven days per week, unless otherwise directed by the Contracting Officer.

1.2 UTILITY OUTAGE COORDINATION

1.2.1 Approval

The Contractor shall obtain written permission/approval from the Contracting Officer 21 days prior to:

(1) Performing any work which will close any street or interrupt any utility service.

(2) Making any excavation: All damage to underground utilities, communication lines, etc., shall be the responsibility of the Contractor.

(3) Utility outages: The proposed outage request shall indicate the proposed work and length of outage.

1.2.2 Government Right to Delay

The Government reserves the right to postpone for 7 days, any scheduled outages. There shall be no outages when the outside temperature is expected to be below 35 degrees F.

1.2.3 Government Performance

Government personnel shall perform all shutting off and turning on of valves and switches necessary to accomplish scheduled outage.

1.3 LAYOUT OF WORK (APR 1984) (FAR 52.236-17)

The Contractor shall lay out his work from Government-established base lines and bench marks indicated on the drawings and shall be responsible for all measurements in connection with the layout. The Contractor shall furnish, at his own expense, all stakes, templates, platforms, equipment, tools, and materials and labor required to lay out any part of the work.

The Contractor shall be responsible for executing the work to the lines and grades that may be established or indicated by the Contracting Officer. The Contractor shall also be responsible for maintaining and preserving all stakes and other marks established by the Contracting Officer until authorized to remove them. If such marks are destroyed by the Contractor or through his negligence before their removal is authorized, the Contracting Officer may replace them and deduct the expense of the replacement from any amounts due or to become due to the Contractor.

SECTION 01 04 00 Page 1

1.4 WORK SITE REVIEW

Prior to starting any work, the Contractor shall inspect the work areas to determine the physical condition of the area. The Contractor, as a result of this inspection, shall promptly notify the Contracting Officer, in writing, of any existing damages or conditions that could interfere with work on this contract.

1.5 STANDARD PRODUCTS/SERVICE AVAILABILITY

Materials and equipment shall be standard products of a manufacturer regularly engaged in the manufacture of such products, which are of a similar material, design, and workmanship. The standard products shall have been in satisfactory commercial and/or industrial use for 2 years prior to date of solicitation and still is in production. The 2-year use shall include applications of equipment and materials under similar circumstances and of similar size. No obsolete, or out of production, materials shall be installed. The 2-years experience shall be satisfactorily completed by a product, which has been sold or is offered for sale on the commercial market through advertisements, manufacturers' catalogs, or brochures. Products having less than 2 years field service record may be acceptable, if a certified record of satisfactory field operation, for not less than 6000 hours exclusive of the manufacturer's factory or laboratory tests, can be shown and approved in writing by the Contracting Officer.

PART 2 PRODUCTS (NOT APPLICABLE)

PART 3 EXECUTION (NOT APPLICABLE)

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SECTION 01 04 00 Page 2

SECTION 01 10 00

STATEMENT OF WORK

PART 1 GENERAL

This action is being procured as part of the American Recovery and Reinvestment Act (ARRA) of 2009.

1.1 SCOPE

The Contractor shall provide all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, management, and travel necessary to complete all work in accordance with this statement of work, the attached drawings, the specifications, and all other contract documents and requirements.

1.2 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AMERICAN WELDING SOCIETY (AWS)

AWS D1.5/D1.5M (2008; Errata 2009) Bridge Welding Code

ASTM INTERNATIONAL (ASTM)

ASTM A 36/A 36M (2008) Standard Specification for Carbon Structural Steel

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1110-2-8157 (1997) Responsibility for Hydraulic Steel Structures

EM 1110-2-2702 (2004) Design of Spillway Tainter Gates

EM 385-1-1 (2008) Safety and Health Requirements Manual

1.3 GENERAL PROJECT DESCRIPTION

The work in general includes the following:

a. Repair of eight (8) weirs: Work shall include, but not necessarily be limited to concrete removal, forming, and placement on weirs damaged by water erosion, replacing bent or missing sill plates, adding a bottom seal to each tainter gate, installing new cathodic protection to tainter gates, and replacing broken or damaged u-bolts.

b. Rehabilitation of 60-foot stoplogs: Work shall include, but not necessarily be limited to ultrasonic weld testing and repair of fracture critical (tension) members per AWS D1.5M/D1.5 Bridge Welding Code, Chapter 12, replacement of bent and/or corroded structural members, blasting, preparing for painting, and painting of fifteen (15) each 60-foot stoplogs.

SECTION 01 10 00 Page 1

c. Replace primary gearboxes, motors, and brakes: Work shall include, but not necessarily be limited to, replacing existing primary gearboxes, motors, and brakes with an unitary gearbox/motor/disc brake system. The Contractor shall provide all necessary appurtenances and electric connections and reset limit switches after installation.

d. Install lineshafts: Work shall include, but not necessarily be limited to, installing on nine (9) gates and painting on twelve (12) gates Government-furnished lineshafts, pillow block bearings, and couplings.

e. Paint tainter gate equipment and platforms: Work shall include, but not necessarily be limited to surface preparation and painting of the hoist operating equipment for all tainter gates and blasting, preparing for painting, and painting operating equipment platforms, including structural beams, supports and decking (top and bottom). Do not paint aluminum shelters or galvanized handrails. Further, clean all Government property of all debris resulting from the Contractor's construction activities. Pay special attention to covering and protecting all existing electrical and mechanical equipment necessary in operating the tainter gates from blast media and debris.

f. Upstream concrete repair: Work shall include, but not necessarily be limited to diving, underwater cleaning of existing concrete, removing loose concrete, and placement of concrete in eroded sections of nine weirs upstream of the stoplog seals. Finished concrete shall not interfere with future placement of the stoplogs.

1.4 WORK HOURS

Official sunrise to official sunset, seven (7) days per week.

1.5 SAFETY

All work shall be in accordance with US Army Corps of Engineers Safety and Health Requirements Manual, EM 385-1-1, dated 15 September 2008 and all subsequently issued interim changes.

1.6 PRESENCE OF LEAD

The existing paint system on the equipment platforms contains lead.

Representative test results indicate a concentration level of 48,100 mg/Kg.

The existing paint system on the line shaft brackets contains lead.

Representative test results indicate a concentration level of 83,600 mg/Kg.

The existing paint system on the hoist equipment has not been tested for lead. The Contractor shall assume the existing paint system on all the hoist equipment contains lead with the same concentration level as the equipment platforms (48,100 mg/Kg).

The existing paint systems on the tainter gates and stoplogs have not been tested for lead. These paint systems will be tested and test results provided by a subsequent amendment.

SECTION 01 10 00 Page 2

1.7 LIMITATIONS ON GATES AND WEIRS OUT OF SERVICE

Only two tainter gates may be out of service at any time. Only one weir may be closed/dewatered at any time. The sequence of weir closures shall be as directed by the Contracting Officer.

1.8 GOVERNMENT FURNISHED UTILITIES

480V/3 phase/60 amp (minimum) electric service is available at the spillway structure. 120V single-phase service is available at every pier.

Non-potable water is available at the spillway catwalk. Electricity and non-potable water are available at no additional cost to the Contractor if in the opinion of the Contracting Officer proper energy conservation methods are implemented. The Contractor shall be responsible for conditioning the power as necessary and providing conductors, hoses, etc.

from existing service locations.

1.9 GOVERNMENT FURNISHED EQUIPMENT

The Government will provide the stoplogs required for the upstream and downstream weir closures. The Government will provide an existing set of downstream stoplog brackets for weir closures.

The Government will provide a tensiometer for the Contractor to adjust and tension the tainter gate cables. See Section 35 01 50 Wire Rope Tensioning.

All other materials and equipment shall be provided by the Contractor.

1.10 DEWATERING ACTIVITIES AND RESPONSIBILITIES

Moving stoplogs and dewatering the work areas will be a team effort requiring detailed coordination and communication between the Contractor and the Government. The Government will perform only the activities specifically identified in this paragraph. The Contractor shall perform all other activities.

Work days for the Government Fleet are Monday through Thursday, 7:30 am to 5:30 pm. The Fleet requires six (6) Fleet work days advance notice to mobilize and arrive on site to move and set the stoplogs. The Contractor shall have the downstream stoplog brackets completely installed before the Fleet arrives on site.

An existing set of downstream stoplog brackets is currently stored at the Robert S. Kerr Marine Terminal at River Mile 341, approximately 30 road miles from W. D. Mayo Lock & Dam No. 14 (River Mile 320).