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W38XDD61416277
PROJECT TITLE: Chickamauga Lock Chamber Replacement
TYPE OF CONTRACT: Firm Fixed-Price Construction Contract
DISCLOSURE OF THE MAGNITUDE OF THE PROPOSED CONSTRUCTION PROJECT: Betw een $250 Million and $500 Million.
NAICS: 237990, Other Heavy and Civil Engineering Construction
SIZE STANDARD: $36.5 Million
TYPE OF SET-ASIDE: This is a Full and Open procurement. In accordance w ith Federal Acquisition Regulation 19.1307, this project requires the HUBZone 10% price evaluation.
This solicitation contains DEFINITIVE RESPONSIBILITY CRITERIA as precondition to aw ard. See Section 00100 (paragraph 1.11)
The documents desribing the w ork are provided by attachment and are listed in DFARS Clause 252.236-7001, contained herein.
X
JAMES W PURCELL (615) 736-7674
NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder".
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS
NEGOTIATED
19-Jun-2017
(RFP)
(IFB)
CALL:
B. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)
See Item 7
2. TYPE OF SOLICITATION
SEALED BID
3. DATE ISSUED
9. FOR INFORMATION A. NAME
SOLICITATION
NSN 7540-01-155-3212 1442-101 STANDARD FORM 1442 (REV. 4-85)
Prescribed by GSA FAR (48 CFR) 53.236-1(e)
11. The Contractor shall begin performance w ithin _______10 calendar days and complete it w ithin ________337 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________FAR 52.211-10
12 A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?
(If "YES," indicate within how many calendar days after award in Item 12B.)
X YES NO
13. ADDITIONAL SOLICITATION REQUIREMENTS:
A. Sealed offers in original and __________1 copies to perform the w ork required are due at the place specif ied in Item 8 by ___________ local time ______________23 Aug 2017 (date). If this is a sealed bid solicitation, offers must be publicly opened at that time.
shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.
B. An offer guarantee X is, is not required.
C. All offers are subject to the (1) w ork requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.
D. Offers providing less than _______60 calendar days for Government acceptance after the date offers are due w ill not be considered and w ill be rejected.
SOLICITATION, OFFER,
AND AWARD
(Construction, Alteration, or Repair)
1. SOLICITATION NO.
IMPORTANT - The "offer" section on the reverse must be fully completed by offeror.
4. CONTRACT NO.
7. ISSUED BY CODE
US ARMY CORPS OF ENGINEERS-CELRN-RC-N
DIRECTORATE OF CONTRACTING
110 9TH AVENUE SOUTH, ROOM A680
NASHVILLE TN 37203
W912P5
PAGE OF PAGES
1 OF
CODE
(Title, identifying no., date):
12B. CALENDAR DAYS
10:00 AM (hour) Sealed envelopes containing offers
5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.
8. ADDRESS OFFER TO (If Other Than Item 7)
615-736-7124FAX:TEL: 615-736-7932 TEL: FAX:
W912P5-17-B-0001 70
20B. SIGNATURE
(REV. 4-85)STANDARD FORM 1442 BACK
TO SIGN
NSN 7540-01-155-3212
SOLICITATION, OFFER, AND AWARD (Continued) (Construction, Alteration, or Repair)
CODE FACILITY CODE
17. The offeror agrees to perform the w ork required at the prices specif ied below in strict accordance w ith the terms of this solicitation, if this offer is accepted by the Government in w riting w ithin ________ calendar days after the date offers are due.
the minimum requirements stated in Item 13D. Failure to insert any number means the offeror accepts the minimum in Item 13D.)
AMOUNTS SEE SCHEDULE OF PRICES
18. The offeror agrees to furnish any required performance and payment bonds.
19. ACKNOWLEDGMENT OF AMENDMENTS
(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)
AMENDMENT NO.
DATE
20A. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN
OFFER (Type or print)
AWARD (To be completed by Government)
21. ITEMS ACCEPTED:
22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA
24. SUBMIT INVOICES TO ADDRESS SHOWN IN ITEM
(4 copies unless otherwise specified)
CODE
(Insert any number equal to or greater than
20C. OFFER DATE
25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO
10 U.S.C. 2304(c) 41 U.S.C. 253(c)
CODE27. PAYMENT WILL BE MADE BY:26. ADMINISTERED BY
(Include ZIP Code)14. NAME AND ADDRESS OF OFFEROR 15. TELEPHONE NO. (Include area code)
See Item 14
(Include only if different than Item 14)16. REMITTANCE ADDRESS
30B. SIGNATURE
29. AWARD (Contractor is not required to sign this document.)
document and return _______ copies to issuing office.) Contractor agrees Your of f er on this solicitation, is hereby accepted as to the items listed. This award con-to f urnish and deliv er all items or perf orm all work, requisitions identif ied summates the contract, which consists of (a) the Gov ernment solicitation and on this f orm and any continuation sheets f or the consideration stated in this y our of f er, and (b) this contract award. No f urther contractual document is contract. The rights and obligations of the parties to this contract shall be necessary .
gov erned by (a) this contract award, (b) the solicitation, and (c) the clauses, representations, certif ications, and specif ications or incorporated by ref er-ence in or attached to this contract.
30A. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED 31A. NAME OF CONTRACTING OFFICER (Type or print)
30C. DATE
(Type or print)
TEL: EMAIL:
31B. UNITED STATES OF AMERICA 31C. AWARD DATE
BY
CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE
(Contractor is required to sign this28. NEGOTIATED AGREEMENT
(M ust be fully completed by offeror)OFFER
W912P5-17-B-0001
Section 00010 - Solicitation Contract Form
ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT
0001 1 Job Lock Chamber Replacement
FFP
Inland Waterway (IW) Lock Concrete Construction, Chickamauga Lock and Dam, Chattanooga, TN in accordance with the specifications and plans. Note: This CLIN should include the total for all bid schedule line items.
FOB: Destination
PURCHASE REQUEST NUMBER: W38XDD61416277
NET AMT
INSPECTION AND ACCEPTANCE TERMS
Supplies/services will be inspected/accepted at:
CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY
0001 Destination Government Destination Government
DELIVERY INFORMATION
CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /
CAGE
0001 337 days ANP 1 CHICKAMAUGA LOCK RESIDENT ENG
OFFICE
Attn: TOMMY LONG
5518 TRAILHEAD DRIVE
CHATTANOOGA TN 37415
423-875-5027 FOB: Destination
W912P5
Section 00100 - Bidding Schedule/Instructions to Bidders
INSTRUCTIONS TO BIDDERS
1.0 GENERAL REQUIREMENTS
1.1 Intent: The intent of this solicitation is to award one contract for the Chickamauga Lock Chamber Replacement at Chickamauga Lock in Chattanooga, TN.
1.2 Disclosure of Magnitude of Construction Project: The estimated magnitude of this requirement is between $250,000,000 and $500,000,000.
1.3 Basis of Selection of Award: Award shall be made to the lowest priced bidder who is found to be responsive and responsible. See Federal Acquisition Regulation (FAR) clause 52.214-19, Contract Award— Sealed Bidding—Construction, for more information.
In accordance with FAR clause 52.217-5, the Government intends to evaluate offers for award purposes by adding the total price for all options to the total price for the basic requirement. Any, some or all of the options may be exercised at any time but no later than 30 May 2023.
1.4 Type of Contract: The Government intends to award one firm-fixed price contract.
1.5 Who May Submit: The procurement is a full and open competition. Small businesses may submit bids.
1.6 North American Industry Classification System (NAICS) Code and Small Business Size Standard: The NAICS code for this project is 237990, Other Heavy and Civil Engineering Construction is applicable to this project. It has a size standard of $36.5M.
1.7 Specifications and Drawings: Specifications and Drawings will be provided as separate files and will be available on FBO. See the complete drawings and specification package located at www.fbo.gov.
The Specifications and Drawings are part of the solicitation/contract and shall be considered in that respect (see DFARS clause 252.236-7001, Contract Drawings and Specifications).
1.8 Pre-Bid Site Visit and Opportunity to view Representative Rock Cores: An organized site visit and an opportunity to view representative rock cores has been scheduled to occur during the solicitation period.
Offerors should inspect the job site prior to submitting a bid. Offerors should take such other steps as may be reasonably necessary to ascertain the nature and location of the work and the general and local conditions that can affect the work or the cost thereof. Failure to do so will not relieve offerors from the responsibility for properly estimating the difficulty or cost of successfully performing the work. The Government assumes no responsibility for any understanding or representations concerning conditions made by any of its officers, agents or employees, unless included in the solicitation, the specifications or related documents. Please refer to the Federal Acquisition Regulations (FAR) clause 52.236-27 Alt I, incorporated by full text in this solicitation, for information pertaining to the scheduled site visits and rock core viewing.
REGISTRATION: Only registered persons will be permitted to attend the site visits and/or rock core viewing.
In addition to the information below, please also provide your firm’s name, firm’s CAGE and/or DUNS number, and name and position title of primary point-of-contact and their telephone number and email address.
Please provide this information via email to James.W.Purcell@usace.army.mil . On the Pre-bid registration form, please indicate whether you will be attending just the pre-bid site visit, just the rock core viewing, or both.
Contractors and/or potential contractors wishing to attend a pre-bid meeting held at or in a TVA restricted/controlled areas (such as a Power Plant or Dam) shall submit a Nashville District (LRN) Security Access Form to the Contract Specialist ten (10) days prior to the site visit or meeting. If submitting the document http://www.fbo.gov/ mailto:James.W.Purcell@usace.army.mil in less than ten days, the Offeror may not receive approval for participation. The Contract Specialist will notify the Contractor if the request is approved or denied. Any pre-bid meeting which will cover anything other than public domain information shall be limited to US Citizens, except under unique circumstances. The Security Access Form and guidance is available at http://www.lrn.usace.army.mil/BusinessWithUs/Contracting/ContractSecurityRequirements
U.S. CITIZENS: The Offeror shall submit a Nashville District Corps of Engineers U.S. Citizen Pre-Bid and/or Site Visit Request Form to the LRN Point of Contact, Contract Specialist J.W. Purcell, no later than ten (10) days prior to the site visit. If submitting the document in less than ten days, the Offeror may not receive approval for participation. The LRN POC will notify the individual(s) if the request is approved or denied. The Security Access Form and guidance is available as a pdf attachment on www.fbo.gov with this solicitation and is titled Pre-Bid Meeting and/or Site Visit Request Form.
FOREIGN NATIONALS (FNs): All non-U.S. Citizens, including permanent residents wishing to attend the site visit must be approved in advance. FNs wishing to attend a site visit shall submit a completed Nashville District Corps of Engineers Foreign National Pre-Bid Meeting Request Form and legible color copies of two of the following documents: Passport (unexpired or expired), Certificate of U.S. Citizenship (INS Form N-560 04 N- 561), Certificate of Naturalization (INS Form N-550 or N-570), unexpired foreign Passport with I-551 stamp or attached INS Form I-94 indicating unexpired employment authorization, an Alien Registration Receipt Card with photo (INS Form I-151 or I-551), unexpired Temporary Resident Card (INS Form I-688), unexpired Employment Authorization Card (INS Form I-688A), unexpired Reentry Permit (INS Form I-327), unexpired Refugee Travel Document (INS Form I-571), or unexpired Employment Authorization Documentation issued by the INS which contains a photograph (INS Form I-688B) to the LRN Point of Contact, Contract Specialist J.W. Purcell, who will forward the documents to the LRN-SM mailbox (dll-celrn-sm@usace.army.mil) for approval. These documents must be submitted seventeen (17) days prior to the site visit. FN requests require approval at the Headquarters U.S. Army Corps of Engineers (HQUSACE) level. Exceptions will be considered on a case by case basis but will be limited. The form is available as a pdf attachment on www.fbo.gov with this solicitation and is titled Foreign National Pre-Bid Meeting Request Form.
POINT-OF-CONTACT: For questions and /or concerns regarding the site visit, please contact Contract Specialist J.W. Purcell via email at the address referenced above.
This will be the only site visits for this project. If you miss the scheduled site visit, no other arrangements will be made due to personnel and time restrictions.
1.9 POC for Communication/Questions: Any communications regarding this procurement must be made in writing to the Nashville Contracting Branch, Attn: J.W. Purcell at email James.W.Purcell@usace.army.mil or facsimile: (615) 736-7124. Inquiries must identify the solicitation number, the requestor’s company name, address, email address, telephone and facsimile numbers to include area code.
Phone calls or requests to arrange meetings at the Nashville District during the solicitation period to discuss project requirements or company’s capabilities are highly discouraged and will not be scheduled.
QUESTIONS: Questions regarding the solicitation must be submitted to J.W. Purcell at email James.W.Purcell@usace.army.mil no later than 11:00 AM CT on July 14, 2017.
1.10 Amendments Prior to Date Set for Closing of Invitation for Bid (IFB). The right is reserved as the interest of the Government may require, to revise or amend the specifications or drawings or both prior to the date set for submission of bid. Such revisions and amendments, if any will be announced by an amendment or amendments to this IFB. If the revisions and amendments are of a nature which requires material changes in quantities or prices proposed or both, the date set for receipt of bids may be postponed by such number of days as in the opinion of the issuing officer will enable bidder to revise their bid. In such cases, the amendment will include an announcement of the new date for receipt of bid.
1.11 Determination of Responsibility Requirements:
http://www.lrn.usace.army.mil/BusinessWithUs/Contracting/ContractSecurityRequirements http://www.fbo.gov/ mailto:dll-celrn-sm@usace.army.mil http://www.fbo.gov/
a. To ensure award is made to a responsible bidder, a determination of responsibility will be conducted. As part of this responsibility determination, the Contracting Officer will utilize the guidance contained in FAR Subpart 9.1, Responsible Prospective Contractors. In accordance with FAR 9.104-1, to be determined responsible, a prospective contractor must:
(1) Have adequate financial resources to perform the contract, or the ability to obtain them;
(2) Be able to comply with the required or proposed delivery or performance schedule, taking into consideration all existing commercial and governmental business commitments;
(3) Have a satisfactory performance record, similar in scope and magnitude of that stated in the contract requirement;
(4) Have a satisfactory record of integrity and business ethics;
(5) Have the necessary organization, experience, accounting and operational controls, and technical skills, or the ability to obtain them (including, as appropriate, such elements as production control procedures, property control systems, quality assurance measures, and safety programs applicable to materials to be produced or services to be performed by the prospective contractor and subcontractors);
(6) Have the necessary production, construction, and technical equipment and facilities, or the ability to obtain them; and
(7) Be otherwise qualified and eligible to receive an award under applicable laws and regulations.
b. Definitive Responsibility Criteria. In addition to examining the criteria in FAR 9.104-1, the Contracting Officer will also examine whether the low bidder can meet the requirements of four (4) definitive responsibility criteria. The apparent low bidder will be required to meet the following experience requirements:
(1) Within the past ten years, have experience in construction management of a complex construction contract that incorporated multiple technical disciplines including, but not limited to:
geology/geotechnical, electrical, mechanical, and structural. Such experience must be demonstrated through at least one (1), but not more than three (3), construction contracts. Work Items could include miter gate installation, rock and overburden excavation, large machinery installation, vertical construction of government facilities, electrical systems and controls, etc.
(2) Within the past ten years, have experience and technical expertise needed for proper mixing and placement of large quantities of mass and steel reinforced concrete (at least 50,000 cubic yards).
Concrete batch plant operation experience includes the ability to accomplish proper batching of all concrete constituents including admixtures at a rate of at least 500 cubic yards per work shift and the delivery of batched concrete to the placement location via concrete conveyance systems (conveyor system, pumping, etc.).
(3) Within the past ten years, have experience drilling large reinforced concrete shafts at least 30 inches in diameter and embedment of at least 10 feet into bedrock.
(4) Within the past ten years, have experience in construction of large structures in a marine environment, including operation of work barges, floating plant, and barge mounted cranes.
The Contracting Officer will verify the submitted projects meet the definitive responsibility criteria as part of the responsibility determination. Bidders are not required to submit additional documentation related to these criteria at the time of bid, but may elect to submit the necessary information with their bid package and are encouraged to do so in the interest of time and efficiency. Bidders are neither penalized for not doing so, nor rated on any information provided. If responsibility information is provided with the bid package, it must be sealed in a separate envelope marked “Responsibility Information”, and it will not be opened or reviewed prior to establishment of the apparent low bidder. If not included in the bid package, the required information must be provided to the Contracting Officer within four (4) calendar days after bid opening.
2.0 WHAT, HOW, AND WHERE TO SUBMIT BID
2.1 The following documents must be submitted with your IFB in original and one (1) copy:
(1) SF 1442, Solicitation, Offer and Award
a. Should include:
i. DUNS number
ii. CAGE number
iii. Tax Payer ID number
(2) Solicitation amendments acknowledged, if applicable
(3) Bid Schedule
(4) Original Bid Bond with Power of Attorney
(5) Representations and Certifications, unless you are currently registered in SAM.
2.2 PUBLIC OPENING OF BIDS: Bids will be publicly opened at the time set for opening in Block 13 of the SF1442 at the Estes Kefauver Federal Building, USACE Conference Room A681 110 9th Avenue South, Nashville, Tennessee, 37203. The content will be made public for the information of bidders and others interested, who may be present. Unbalanced bids may be rejected.
2.3 Bidders shall submit sealed IFB packages to the USACE address listed below. Receipt of delivery is highly recommended. The Government will accept sealed IFB packages prior to the due date. It is highly recommended that IFB packages be received at the address listed below at least one day prior to due date to avoid a possible late bid situation. The Government will accept hand delivered packages until the time of bid closing but will not accept bids submitted via email or fax. The Government must be in receipt of your IFB by the bid closing time set forth in Block 13 of the SF1442.
If being hand delivered:
Arrive at address shown below and call J.W. Purcell at 615-736-7674 or Karen Benninghoven-Nell at 615- 736-7917 to gain access to 6th floor from elevator lobby.
U.S. Army Corps of Engineers Nashville District Contracting Branch, CLENR-RC-N Attn: J.W. Purcell Solicitation Number W912P5-17-B-0001 110 9th Avenue South, Room A680, Sixth Floor Nashville, TN 37203
Physical Address for mail delivery (USPS or carrier)
U.S. Army Corps of Engineers Nashville District Contracting Branch, CLENR-RC-N Attn: J.W. Purcell Solicitation Number W912P5-17-B-0001 110 9th Avenue South, Room A405 Nashville, TN 37203
Faxed or emailed bids will not be accepted.
3.0 INSURANCE/BONDS:
3.1 BID BONDS (SF 24). All bidders are required to submit bid bonds with their bid. In accordance with FAR 52.228-1, Bid Guarantee, the bid guarantee amount shall be at least 20 percent of the bid price but shall not exceed $3,000,000.00.
3.2 INSURANCE. Contractor shall carry Liability and Insurance. See FAR clause 52.228-5, Insurance – Work on A Government Installation.
3.3 The offeror whose bid is accepted will be required to comply with the following within the time established in the bid:
a. PERFORMANCE BONDS (SF 25-A). Pursuant to FAR clause 52.228-15, Performance and Payment
Bonds—Construction, the penal amount of the performance bond shall equal one hundred percent (100%) of the contract price. Bonds shall be received within ten (10) days after receipt of contract award.
b. PAYMENT BONDS (SF 25). Pursuant to FAR clause 52.228-15, Performance and Payment Bonds— Construction, the penal amount of the payment bond shall equal one hundred percent (100%) of the contract price. Bonds shall be received within ten (10) days after receipt of award.
4.0 SYSTEM FOR AWARD MANAGEMENT (SAM) AND ANNUAL REPRESENTATIONS AND
CERTIFICATIONS
4.1 To be considered for award all contractors must be successfully registered in the SAM database (www.sam.gov). See FAR Clause 52.204-7, System for Award Management, as applicable for requirement information.
For SAM Customer Service, contact:
Federal Service Desk URL: www.fsd.gov Hours: 8am - 8pm (Eastern Time) US Calls: 866-606-8220 International Calls: 334-206-7828
DSN: 866-606-8220
4.2 Contractors shall have representations and certifications completed in www.sam.gov OR provide FAR clause 52.204-8, Annual Representations and Certifications, with paragraph (c) completed. If completing the aforementioned clause, provide with submitted bid.
5.0 SUBCONTRACTING PLAN
In accordance with FAR 19.702 any large business must agree that small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns will have the maximum practicable opportunity to participate in contract performance consistent with its efficient performance. It is further the policy of the United States that its prime contractors establish procedures to ensure the timely payment of amounts due pursuant to the terms of their subcontracts with small business, veteran-owned small business, service-disabled veteran-owned small business, HUBZone small business, small disadvantaged business, and women-owned small business concerns.
The apparent low bid, if a large business, shall submit a subcontracting plan within 10 calendar days of request.
6.0 BIDDERS CHECKLIST
All information required by the terms of the Solicitation must be furnished. MISTAKES OR OMISSIONS CAN BE COSTLY. Important items for you to check are included in but not limited to those listed below. This http://www.sam.gov/ http://www.fsd.gov/ http://www.sam.gov/ checklist is furnished only to assist you in submitting a proper bid. The Government shall not be responsible for items not described below. It is not required to be return with your bid.
[ ] Is your bid properly signed by an officer of your company?
[ ] If signing on behalf of your company, have you attached evidence of your authority to sign the bid?
[ ] Have you acknowledged all amendments? Have you submitted your bid on the latest amended bid schedule?
[ ] Is the name in which you submitted your bid the same as on the bid bond?
[ ] Have you entered a unit price for each bid item?
[ ] Have you checked your bid for possible errors? Arithmetically?
[ ] Are all erasures or corrections initialed by the person signing the bid?
[ ] The Government may reject a bid as nonresponsive if it is materially and mathematically unbalanced as to price for any bid item or combination of items. A bid is unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated for other work.
[ ] Is the envelope containing your bid properly identified that it is a sealed bid and does it contain the correct solicitation number and bid opening time? See FAR Clause 52.214-5, Submission of Bids.
[ ] Will your bid arrive on time? See FAR Clause 52.214-7, Late Submissions, Modifications, and Withdrawals of Bids.
[ ] Have you furnished all information required by the invitation for bids solicitation and/or the specifications?
7.0 CONTRACTOR FEEDBACK
Help us in BUILDING STRONG. Please provide us with your feedback, comments and recommendations for improvement by visiting our Interactive Customer Evaluation (ICE) website at:
http://ice.disa.mil/index.cfm?fa=card&service_provider_id=110824&site_id=856&service_category_id=14 http://ice.disa.mil/index.cfm?fa=card&service_provider_id=110824&site_id=856&service_category_id=14
BID SCHEDULE
Chickamauga Lock Chamber Base Bid Schedule
Concrete Batch Plant
BID
ITEM DESCRIPTION SPEC.
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
AMOUNT
Div 01; General Requirements
0102-00 Mobilization and Demobilization - Batch Plant
01 22 00 1 Job $ $
0105-00 Premiums for Performance and Payment Bonds
01 22 00 1 Job $ $
0106-00 Maintenance and Protection of Traffic
01 50 00 1 Job $ $
BASE ESTIMATED AMOUNT $ _____________
Option 1 Bid Schedule
Conveyor, Testing Facilities, QA Facilities
BID
ITEM DESCRIPTION SPEC.
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
Div 01; General Requirements
0103-01 Mobilization and Demobilization – Conveyor
0104-01 Mobilization and Demobilization - QA Testing Lab and Field Office
0105-01 Premiums for Performance and Payment Bonds
0106-01 Maintenance and Protection of Traffic
0107-01 Maintain Testing Lab and COE Field Offices
01 50 00 5 MO $ $
OPTION 1 ESTIMATED AMOUNT $ _____________
OPTION 2 ESTIMATED AMOUNT $ _____________
Option 2 Bid Schedule
Mobilization, Remaining Excavation, Dental Excavation and Concrete, Rock Bolts, Shotcrete
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
01 Div 01; General Requirements
0101-02 Mobilization and Demobilization – General
0105-02 Performance & Payment Bonds Premiums 01 22 00 1 Job $ $ 0106-02 Maintenance and Protection of Traffic
0107-02 Maintain Testing Lab and COE Field Offices
01 50 00 1 MO $ $
0108-02 Diversion and Care of Water
01 57 24 1 Job $ $
02 Div 02; Existing Conditions
DEMOLITION
0201-02 Demolish Spillway Apron
02 41 17 1 Job $ $
03 Div 03; Concrete
0303-02 Reinforcing Steel – Material
03 20 02 2.5 TON $ $
0311-02 Cement, Ty II, MH - Low Alkali
03 30 01 1,390.0 TON $ $
0313-02 Class F Fly Ash
03 30 01 540.0 TON $ $
0325-02 Shotcrete Placement (4")
03 37 13 1,120.0 SY $ $
13 Div 13; Special Construction
1301-02 Instrumentation Program
13 50 00 1 Job $ $
31 Div 31; Earthwork
EXCAVATION
3104-02 Dental Excavation
31 23 05 10,000.0 CY $ $
3105-02 Dental Concrete
31 23 05 10,000.0 CY $ $
3106-02 Rock Excavation
31 23 05 9,900.0 CY $ $
3107-02 Pre-Splitting
31 23 06 2,700.0 LF $ $
3108-02 Line Drilling (6" spacing)
31 23 06 11,200.0 LF $ $
3110-02 Preliminary Clean-Ups
31 60 00 19,350.0 SY $ $
3112-02 Rock Bolts (Grouted)
31 68 13 1,900.0 LF $ $
32 Div 32; Exterior Improvements
SITE DEVELOPMENT
3215-02 Temporary Seeding 32 92 19 5 ACR $ $
OPTION 3 ESTIMATED AMOUNT $ _____________
Option 3 Bid Schedule
Mobilization, Foundation Prep, Mud Mat, Drilled Shaft
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0101-03 Mobilization and Demobilization - General 01 22 00 1 Job $ $
0105-03 Performance & Payment Bonds Premiums 01 22 00 1 Job $ $
0106-03 Maintenance and Protection of Traffic 01 50 00 1 Job $ $
0107-03 Maintain Testing Lab and COE Field Offices 01 50 00 5 MO $ $
0108-03 Diversion and Care of Water 01 57 24 1 Job $ $
0303-03 Reinforcing Steel - Material 03 20 02 58.0 TON $ $
0304-03 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 58.0 TON $ $
0311-03 Cement, Ty II, MH - Low Alkali 03 30 01 286.0 TON $ $
0313-03 Class F Fly Ash 03 30 01 148.0 TON $ $
0315-03 Structural Concrete (5ksi) 03 70 00 1,180.0 CY $ $
0318-03 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $
1301-03 Instrumentation Program 13 50 00 1 Job $ $
EXCAVATION
3109-03 Clean and Backfill Exploratory Holes 31 32 23 200.0 CF $ $
3110-03 Preliminary Clean-Ups 31 60 00 19,380.0 SY $ $
3111-03 Foundation Preparation 31 60 00 19,400.0 SY $ $
PILES & DRILLED SHAFTS FOR LOCK
WALL
3124-03 74" Drilled Shaft (Riverward) 31 63 26 722.0 LF $ $
3125-03 54" Drilled Shaft (Landward) 31 63 26 558.0 LF $ $
33 Div 33; Utilities
3313-03 Grounding 33 70 02 1 Job $ $
OPTION 4 ESTIMATED AMOUNT $ _____________
Option 4 Bid Schedule
Landwall Concrete from foundation to 5ft above culvert (EL631.5)
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-04 Performance & Payment Bonds Premiums 01 22 00 1 Job $ $ 0106-04 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-04 Maintain Testing Lab & COE Field
Offices
01 50 00 2 MO $ $
0108-04 Diversion and Care of Water 01 57 24 1 Job $ $
0301-04 Waterstop 03 15 14 1 Job $ $ 0302-04 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-04 Reinforcing Steel - Material 03 20 02 908.1 TON $ $ 0304-04 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 908.1 TON $ $
0306-04 Segmental Cofferdam Dowels (#6, #8, #9, #10)
03 20 02 1,815 EA $ $
0307-04 Drill and Grout #6 Dowels; Waterstop Recess
03 20 02 15 EA $ $
0309-04 Drill & Grout #9 Dowels; Blocks 45 & 46 03 20 02 20 EA $ $ 0310-04 Drill and Grout #11 Dowels; Spillway 03 20 02 265 EA $ $ 0311-04 Cement, Ty II, MH - Low Alkali 03 30 01 4,098.0 TON $ $ 0313-04 Class F Fly Ash 03 30 01 1,600.0 TON $ $ 0315-04 Structural Concrete (5ksi) 03 70 00 17,308.0 CY $ $ 0316-04 Mass Concrete (3ksi) 03 70 00 17,713.0 CY $ $ 0318-04 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $ 0322-04 Roughen Cofferdam Surface 03 30 04 10,267.0 SF $ $
05 Div 05; Metals
0501-04 Miscellaneous Metal (Check Post, Ladder, Line Hook, Grate, Hatch, Frame, HM Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-04 Wall Armor (Excluding Approach Wall Beams)
05 50 15 1 Job $ $
0504-04 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0507-04 Culvert Liners 05 50 15 1 Job $ $
1301-04 Instrumentation Program 13 50 00 1 Job $ $ 22 Div 22; Plumbing
2201-04 Misc Embedded Plumbing Components 22 00 00 1 Job $ $
3301-04 Misc Embedded Utilities Components 33 30 00 1 Job $ $ 3313-04 Grounding 33 70 02 1 Job $ $
OPTION 5 ESTIMATED AMOUNT $ _____________
Option 5 Bid Schedule
Upper Riverwall Concrete from foundation to 5ft above culvert (EL631.5)
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-05 Performance & Payment Bonds Premiums 01 22 00 1 Job $ $ 0106-05 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-05 Maintain Testing Lab & COE Field
Offices
01 50 00 6 MO $ $
0108-05 Diversion and Care of Water 01 57 24 1 Job $ $
0301-05 Waterstop 03 15 14 1 Job $ $ 0302-05 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-05 Reinforcing Steel - Material 03 20 02 534.9 TON $ $ 0304-05 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 534.9 TON $ $
0307-05 Drill and Grout #6 Dowels; Waterstop Recess
03 20 02 15 EA $ $
0310-05 Drill and Grout #11 Dowels; Spillway 03 20 02 265 EA $ $ 0311-05 Cement, Ty II, MH - Low Alkali 03 30 01 2,887.0 TON $ $ 0313-05 Class F Fly Ash 03 30 01 1,129.0 TON $ $ 0315-05 Structural Concrete (5ksi) 03 70 00 8,903.0 CY $ $ 0316-05 Mass Concrete (3ksi) 03 70 00 17,277.0 CY $ $ 0318-05 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $
0501-05 Miscellaneous Metal (Check Post, Ladder, Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-05 Wall Armor (Excluding Approach Wall Beams)
05 50 15 1 Job $ $
0504-05 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0507-05 Culvert Liners 05 50 15 1 Job $ $
1301-05 Instrumentation Program 13 50 00 1 Job $ $
2201-05 Miscellaneous Embedded Plumbing Components
22 00 00 1 Job $ $
3301-05 Misc Embedded Utilities Components 33 30 00 1 Job $ $ 3313-05 Grounding 33 70 02 1 Job $ $
Option 6 Bid Schedule
Lower Riverwall Concrete from foundation to 5ft above culvert (EL631.5), Grouting
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-06 Premiums for Performance and Payment Bonds 01 22 00 1 Job $
0106-06 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-06 Maintain Testing Lab and COE Field Offices 01 50 00 1 MO $ $ 0108-06 Diversion and Care of Water 01 57 24 1 Job $ $
0301-06 Waterstop 03 15 14 1 Job $ $ 0302-06 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-06 Reinforcing Steel - Material 03 20 02 499.7 TON $ $ 0304-06 Place Rebar for Monolith, Structural, Mass, and
Miscellaneous Concrete
03 20 02 499.7 TON $ $
0307-06 Drill and Grout #6 Dowels; Waterstop Recess 03 20 02 15 EA $ $ 0311-06 Cement, Ty II, MH - Low Alkali 03 30 01 4,135.0 TON $ $ 0313-06 Class F Fly Ash 03 30 01 3,449.0 TON $ $ 0315-06 Structural Concrete (5ksi) 03 70 00 13,467.0 CY $ $ 0316-06 Mass Concrete (3ksi) 03 70 00 23,696.0 CY $ $ 0318-06 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $
0501-06 Miscellaneous Metal (Check Post, Ladder, Line Hook, Grate, Hatch, Frame, HM Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-06 Wall Armor (Excluding Approach Wall Beams) 05 50 15 1 Job $ $ 0504-06 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0507-06 Culvert Liners 05 50 15 1 Job $ $
1301-06 Instrumentation Program 13 50 00 1 Job $ $
2201-06 Miscellaneous Embedded Plumbing Components 22 00 00 1 Job $ $
GROUTING
3133-06 Drill Grout Holes in Rock 31 32 23 23,884.0 LF $ $ 3134-06 Pressure Washing (Hydraulic) 31 32 23 178.0 HR $ $ 3135-06 Pressure Testing (Hydraulic) 31 32 23 701 EA $ $ 3136-06 Portland Cement in Grout 31 32 23 20,474 BAG $ $ 3137-06 Grouting Connections 31 32 23 807 EA $ $ 3138-06 Placing Grout 31 32 23 55,988.0 CF $ $ 3139-06 Government Requested Standby - Grouting 31 32 23 230.0 HR $ $ 3140-06 Televiewer Survey 31 32 23 2,195.0 LF $ $ 3141-06 Verification Core Drilling 31 32 23 1,463.0 LF $ $ 3142-06 Re-Drill Grout Holes in Rock 31 32 23 2,002.0 LF $ $
3301-06 Miscellaneous Embedded Utilities Components 33 30 00 1 Job $ $ 3313-06 Grounding 33 70 02 1 Job $ $
OPTION 6 ESTIMATED AMOUNT $ _____________
Option 7 Bid Schedule
Landwall Concrete from EL 631.5 to EL 645
NUMBER
EST.
QTY.
UNI
T
UNIT
PRICE
ESTIMATED
0105-07 Premiums for Performance and Payment Bonds
01 22 00 1 Job $ $
0106-07 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-07 Maintain Testing Lab and COE Field
Offices
01 50 00 1 MO $ $
0108-07 Diversion and Care of Water 01 57 24 1 Job $ $
0301-07 Waterstop 03 15 14 1 Job $ $ 0302-07 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-07 Reinforcing Steel - Material 03 20 02 210.8 TON $ $ 0304-07 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 210.8 TON $ $
0307-07 Drill and Grout #6 Dowels; Waterstop Recess
03 20 02 15 EA $ $
0311-07 Cement, Ty II, MH - Low Alkali 03 30 01 2,324.0 TON $ $ 0313-07 Class F Fly Ash 03 30 01 830.0 TON $ $ 0315-07 Structural Concrete (5ksi) 03 70 00 791.0 CY $ $ 0316-07 Mass Concrete (3ksi) 03 70 00 17,193.
CY $ $
0318-07 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $ 0322-07 Roughen Cofferdam Surface 03 30 04 10,166.
SF $ $
0501-07 Miscellaneous Metal (Check Post, Ladder, Line Hook, Grate, Hatch, Frame, HM Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-07 Wall Armor (Excluding Approach Wall Beams)
05 50 15 1 Job $ $
0504-07 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0507-07 Culvert Liners 05 50 15 1 Job $ $
1301-07 Instrumentation Program 13 50 00 1 Job $ $
2201-07 Miscellaneous Embedded Plumbing
3301-07 Miscellaneous Embedded Utilities
33 30 00 1 Job $ $
3313-07 Grounding 33 70 02 1 Job $ $
OPTION 7 ESTIMATED AMOUNT $ _____________
Option 8 Bid Schedule
Riverwall Concrete EL 631.5 to EL 660
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-08 Premiums for Performance and Payment
01 22 00 1 Job $ $
0106-08 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-08 Maintain Testing Lab and COE Field
Offices
01 50 00 2 MO $ $
0108-08 Diversion and Care of Water 01 57 24 1 Job $ $
0301-08 Waterstop 03 15 14 1 Job $ $ 0302-08 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-08 Reinforcing Steel - Material 03 20 02 411.9 TON $ $ 0304-08 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 411.9 TON $ $
0307-08 Drill and Grout #6 Dowels; Waterstop Recess
03 20 02 15 EA $ $
0311-08 Cement, Ty II, MH - Low Alkali 03 30 01 4,389.0 TON $ $ 0313-08 Class F Fly Ash 03 30 01 1,682.0 TON $ $ 0315-08 Structural Concrete (5ksi) 03 70 00 920.0 CY $ $ 0316-08 Mass Concrete (3ksi) 03 70 00 43,530.0 CY $ $ 0318-08 Miscellaneous Concrete (3ksi) 03 70 01 150.0 CY $ $
0501-08 Miscellaneous Metal (Check Post, Ladder, Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-08 Wall Armor (Excluding Approach Wall Beams)
05 50 15 1 Job $ $
0504-08 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0507-08 Culvert Liners 05 50 15 1 Job $ $
1301-08 Instrumentation Program 13 50 00 1 Job $ $
2201-08 Miscellaneous Embedded Plumbing
3301-08 Miscellaneous Embedded Utilities
33 30 00 1 Job $ $
3313-08 Grounding 33 70 02 1 Job $ $
OPTION 8 ESTIMATED AMOUNT $ _____________
Option 9 Bid Schedule
Remainder of Concrete including Handrail, Instrumentation, Access Bridge Installation, Misc Work
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-09 Premiums for Performance and Payment Bonds 01 22 00 1 Job $ $ 0106-09 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-09 Maintain Testing Lab and COE Field Offices 01 50 00 9 MO $ $ 0108-09 Diversion and Care of Water 01 57 24 1 Job $ $
0301-09 Waterstop 03 15 14 1 Job $ $ 0302-09 2" LDPE Foam Expansion Joint 03 15 14 500.0 SF $ $ 0303-09 Reinforcing Steel - Material 03 20 02 1,760.8 TON $ $ 0304-09 Place Rebar for Monolith, Structural, Mass, and
Miscellaneous Concrete
03 20 02 1,760.8 TON $ $
0306-09 Segmental Cofferdam Dowels (#6, #8, #9, #10) 03 20 02 1,815.0 EA $ $ 0307-09 Drill and Grout #6 Dowels; Waterstop Recess 03 20 02 15 EA $ $ 0309-09 Drill and Grout #9 Dowels; Blocks 45 & 46 03 20 02 20 EA $ $ 0310-09 Drill and Grout #11 Dowels; Spillway 03 20 02 530 EA $ $ 0311-09 Cement, Ty II, MH - Low Alkali 03 30 01 7,463.0 TON $ $ 0312-09 Cement, Ty I/II - Low Alkali 03 30 01 1.2 TON $ $ 0313-09 Class F Fly Ash 03 30 01 2,849.0 TON $ $ 0315-09 Structural Concrete (5ksi) 03 70 00 849.0 CY $ $ 0316-09 Mass Concrete (3ksi) 03 70 00 74,738.5 CY $ $ 0318-09 Miscellaneous Concrete (3ksi) 03 70 01 15.0 CY $ $ 0319-09 Precast Concrete 03 41 33 1 Job $ $ 0322-09 Roughen Cofferdam Surface 03 30 04 12,464.0 SF $ $
0501-09 Miscellaneous Metal (Check Post, Ladder, Line Hook, Grate, Hatch, Frame, HM Doors, Embedded Metals)
05 50 15 1 Job $ $
0502-09 Wall Armor (Excluding Approach Wall Beams) 05 50 15 1 Job $ $ 0503-09 Handrail (Project Wide) 05 50 15 1 Job $ $ 0504-09 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0505-09 Culvert Intake Trashracks 05 50 15 1 Job $ $ 0506-09 Spillway Operating Deck Access Stairway 05 51 00 1 Job $ $
10 Div 10; Specialties
1001-09 Permanent Exterior Signage 10 14 01 1 Job $ $
OPTION 9 ESTIMATED AMOUNT $ _____________
Option 10 Bid Schedule
Installation of Culvert Valves and Miter Gates including machinery and second pour concrete
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-10 Premiums for Performance and Payment
01 22 00 1 Job $ $
0106-10 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-10 Maintain Testing Lab and COE Field
Offices
01 50 00 7 MO $ $
0108-10 Diversion and Care of Water 01 57 24 1 Job $ $
0303-10 Reinforcing Steel - Material 03 20 02 36.0 TON $ $ 0305-10 Place Rebar for 2nd Stage Concrete 03 20 02 36.0 TON $ $ 0312-10 Cement, Ty I/II - Low Alkali 03 30 01 54.0 TON $ $ 0317-10 2nd Stage Concrete (5ksi) 03 80 00 1,000.0 CY $ $ 0321-10 Concrete Block - Monolith M1 at Pier 2 03 80 00 1 Job $ $
0504-10 Caisson and Stoplog Recess Fillers 05 50 15 1 Job $ $ 0505-10 Culvert Intake Trashracks 05 50 15 1 Job $ $ 0507-10 Culvert Liners 05 50 15 1 Job $ $
1301-10 Instrumentation Program 13 50 00 1 Job $ $
2202-10 Service Water System 22 00 00 1 Job $ $ 2203-10 Compressed Air System 22 15 09 1 Job $ $ 2204-10 Drainage Systems (Gallery) 22 00 00 1 Job $ $ 2205-10 Gate Spray System 22 00 00 1 Job $ $
35 Div 35; Waterway & Marine Const
1301-09 Instrumentation Program 13 50 00 1 Job $ $
2201-09 Miscellaneous Embedded Plumbing Components 22 00 00 1 Job $ $ 32 Div 32; Exterior Improvements
SITE DEVELOPMENT
3215-09 Temporary Seeding 32 92 19 5.0 ACR $ $
PRE-FABRICATED BRIDGES
3218-09 Install Downstream Prefabricated Bridge 32 34 30 1 Job $ $ 3219-09 Install Upstream Prefabricated Bridge 32 34 30 1 Job $ $
3301-09 Miscellaneous Embedded Utilities Components 33 30 00 1 Job $ $ 3313-09 Grounding 33 70 02 1 Job $ $
3501-10 Install Miter Gates Embedded Metals 35 20 17 1 Job $ $ 3502-10 Install Miter Gates 35 20 17 1 Job $ $ 3503-10 Floating Mooring Bits 35 59 29 12 EA $ $ 3504-10 Culvert Valve Operating Machinery and
Embedded Metals 35 20 18 1 Job $ $
3505-10 Install Culvert Valve, Trunnion, and Embedded Metals
35 20 18 1 Job $ $
3506-10 Install Culvert Valve Bulkhead, and Embeddd Metals
35 20 18 1 Job $ $
3508-10 Miter Gate Operating Machinery and Embedded Metals
35 20 18 1 Job $ $
41 Div 41; Matl Process/Handling Equipment
4101-10 Lock Hydraulic System 41 24 27 1 Job $ $
OPTION 10 ESTIMATED AMOUNT $ _____________
Option 11 Bid Schedule
Operations Building, Control Shelters, Electrical and small Mechanical Items
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-11 Premiums for Performance and Payment
01 22 00 1 Job $ $
0106-11 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-11 Maintain Testing Lab and COE Field Offices 01 50 00 5 MO $ $ 0108-11 Diversion and Care of Water 01 57 24 1 Job $ $
1301-11 Instrumentation Program 13 50 00 1 Job $ $
2202-11 Service Water System 22 00 00 1 Job $ $ 2203-11 Compressed Air System 22 15 09 1 Job $ $ 2204-11 Drainage Systems (Gallery) 22 00 00 1 Job $ $ 2205-11 Gate Spray System 22 00 00 1 Job $ $
23 Div 23; Heat, Vent & Air Cond
2301-11 HVAC Systems 23 00 00 1 Job $ $ 26 Div 26; Electrical
2601-11 Electrical Power Equipment 26 20 00 1 Job $ $ 2602-11 General Electrical Work 26 20 00 1 Job $ $ 2603-11 Lock and Gallery Lighting 26 56 00 1 Job $ $
27 Div 27; Communications
2701-11 Fiber Optic Data Transmission System 27 21 10 1 Job $ $ 2702-11 Building Telecommunications Cabling
System 27 10 00 1 Job $ $
28 Div 28; Elec Safety & Security
2801-11 Lock Operations CCTV System 28 23 23 1 Job $ $ 2802-11 Security IDS and CCTV System 28 20 01 1 Job $ $ 2803-11 Fire Detection System 28 31 64
28 31 00 1 Job $ $
35 Div 35; Waterway & Marine Const
3507-11 Tow Haulage System 35 11 50 1 Job $ $ 3509-11 Lock Operations Building 01 22 00 1 Job $ $
40 Div 40; Process Integration
4001-11 Lock Control System 40 95 00 1 Job $ $ 41 Div 41; Matl Process/Handling Equipment
4101-11 Lock Hydraulic System 41 24 27 1 Job $ $
OPTION 11 ESTIMATED AMOUNT $ _____________
Option 12 Bid Schedule
Bay 5 Shear Wall
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-12 Premiums for Performance and Payment Bonds 01 22 00 1 Job $ $ 0106-12 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-12 Maintain Testing Lab and COE Field Offices 01 50 00 1 MO $ $ 0108-12 Diversion and Care of Water 01 57 24 1 Job $ $
0301-12 Waterstop 03 15 14 1 Job $ $ 0303-12 Reinforcing Steel - Material 03 20 02 33.6 TON $ $ 0304-12 Place Rebar for Monolith, Structural, Mass, and Miscellaneous Concrete
03 20 02 33.6 TON $ $
0311-12 Cement, Ty II, MH - Low Alkali 03 30 01 229.4 TON $ $ 0313-12 Class F Fly Ash 03 30 01 89.1 TON $ $ 0315-12 Structural Concrete (5ksi) 03 70 00 1,650.0 CY $ $
1301-12 Instrumentation Program 13 50 00 1 Job $ $
BAY 5 STRAND ANCHORS
3126-12 Furnish and Install Post Tensioned Anchors 31 68 15 3,040.0 LF $ $ 3127-12 Additional Performance Tests 31 68 15 3 EA $ $ 3128-12 Additional Proof Tests 31 68 15 3 EA $ $ 3129-12 Additional Watertightness Testing 31 68 15 16 EA $ $ 3130-12 Consolidation Grouting 31 68 15 1,259.0 CF $ $ 3131-12 Redrilling Consolidation Grout 31 68 15 1,952.0 LF $ $ 3132-12 Government Requested Standby -
Consolidation Grouting
31 68 15 32.0 HR $ $
OPTION 12 ESTIMATED AMOUNT $ _____________
OPTION 13 ESTIMATED AMOUNT $ _____________
BASE ESTIMATED AMOUNT $ _____________
OPTION 1 ESTIMATED AMOUNT $ _____________
OPTION 2 ESTIMATED AMOUNT $ _____________
OPTION 3 ESTIMATED AMOUNT $ _____________
OPTION 4 ESTIMATED AMOUNT $ _____________
OPTION 5 ESTIMATED AMOUNT $ _____________
OPTION 6 ESTIMATED AMOUNT $ _____________
OPTION 7 ESTIMATED AMOUNT $ _____________
OPTION 8 ESTIMATED AMOUNT $ _____________
OPTION 9 ESTIMATED AMOUNT $ _____________
OPTION 10 ESTIMATED AMOUNT $ _____________
OPTION 11 ESTIMATED AMOUNT $ _____________
OPTION 12 ESTIMATED AMOUNT $ _____________
OPTION 13 ESTIMATED AMOUNT $ _____________
TOTAL ESTIMATED AMOUNT (BASE+ALL OPTIONS) $ _____________
Option 13 Bid Schedule
Commissioning of the new lock & Breach (including Care & Diversion of Water)
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
0105-13 Performance & Payment Bonds Premiums 01 22 00 1 Job $ $ 0106-13 Maintenance and Protection of Traffic 01 50 00 1 Job $ $ 0107-13 Maintain Testing Lab and COE Field Offices 01 50 00 3 MO $ $ 0108-13 Diversion and Care of Water 01 57 24 1 Job $ $ 0109-13 Commissioning 01 91 13 1 Job $ $
1301-13 Instrumentation Program 13 50 00 1 Job $ $
40 Div 40; Process Integration
4001-13 Lock Control System 40 95 00 1 Job $ $
Bid Schedule Summary
NUMBER
EST.
QTY. UNIT UNIT
PRICE
ESTIMATED
CLAUSES INCORPORATED BY REFERENCE
52.204-7 System for Award Management OCT 2016 52.204-16 Commercial and Government Entity Code Reporting JUL 2016 52.204-18 Commercial and Government Entity Code Maintenance JUL 2016 52.204-22 Alternative Line Item Proposal JAN 2017 52.214-3 Amendments To Invitations For Bids DEC 2016 52.214-4 False Statements In Bids APR 1984 52.214-5 Submission Of Bids DEC 2016 52.214-6 Explanation To Prospective Bidders APR 1984 52.214-7 Late Submissions, Modifications, and Withdrawals of Bids NOV 1999 52.214-18 Preparation of Bids-Construction APR 1984 52.214-34 Submission Of Offers In The English Language APR 1991 52.214-35 Submission Of Offers In U.S. Currency APR 1991 52.217-5 Evaluation Of Options JUL 1990 252.204-7004 Alt A System for Award Management Alternate A FEB 2014 252.204-7008 Compliance With Safeguarding Covered Defense Information
Controls
OCT 2016
252.215-7008 Only One Offer OCT 2013 252.236-7008 Contract Prices-Bidding Schedules DEC 1991
CLAUSES INCORPORATED BY FULL TEXT
52.214-19 CONTRACT AWARD--SEALED BIDDING--CONSTRUCTION (AUG 1996)
(a) The Government will evaluate bids in response to this solicitation without discussions and will award a contract to the responsible bidder whose bid, conforming to the solicitation, will be most advantageous to the Government, considering only price and the price-related factors specified elsewhere in the solicitation.
(b) The Government may reject any or all bids, and waive informalities or minor irregularities in bids received.
(c) The Government may accept any item or combination of items, unless doing so is precluded by a restrictive limitation in the solicitation or the bid.
(d) The Government may reject a bid as nonresponsive if the prices bid are materially unbalanced between line items or subline items. A bid is materially unbalanced when it is based on prices significantly less than cost for some work and prices which are significantly overstated in relation to cost for other work, and if there is a reasonable doubt that the bid will result in the lowest overall cost to the Government even though it may be the low evaluated bid, or if it is so unbalanced as to be tantamount to allowing an advance payment.
(End of provision)
52.216-1 TYPE OF CONTRACT (APR 1984)
The Government contemplates award of a Firm Fixed-Price Construction contract resulting from this solicitation.
52.222-5 CONSTRUCTION WAGE RATE REQUIREMENTS--SECONDARY SITE OF THE WORK
(MAY 2014)
(a)(1) The offeror shall notify the Government if the offeror intends to perform work at any secondary site of the work, as defined in paragraph (a)(1)(ii) of the FAR clause at 52.222-6, Construction Wage Rate Requirements, of this solicitation.
(2) If the offeror is unsure if a planned work site satisfies the criteria for a secondary site of the work, the offeror shall request a determination from the Contracting Officer.
(b)(1) If the wage determination provided by the Government for work at the primary site of the work is not applicable to the secondary site of the work, the offeror shall request a wage determination from the Contracting Officer.
(2) The due date for receipt of offers will not be extended as a result of an offeror's request for a wage determination for a secondary site of the work.
52.222-23 NOTICE OF REQUIREMENT FOR AFFIRMATIVE ACTION TO ENSURE EQUAL
EMPLOYMENT OPPORTUNITY FOR CONSTRUCTION (FEB 1999)
(a) The offeror's attention is called to the Equal Opportunity clause and the Affirmative Action Compliance Requirements for Construction clause of this solicitation.
(b) The goals for minority and female participation, expressed in percentage terms for the Contractor's aggregate workforce in each trade on all construction work in the covered area, are as follows:
Goals for minority participation for each trade
Goals for female participation for each trade
12.5% 6.9%
These goals are applicable to…
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