A.07.24_Amendment_0002_16R0003.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15A. NAME AND TITLE OF SIGNER (Type or print)

30-105-04EXCEPTION TO SF 30

APPROVED BY OIRM 11-84

STANDARD FORM 30 (Rev. 10-83) Prescribed by GSA

FAR (48 CFR) 53.243

The purpose of this amendment is to inorporate the answ ered RFI's, the Pre-Proposal Conference Attendance Sheet, & the Pre-Proposal Briefing Slides. The CLIN Schedule & Measurement & Payment Section of the specifications has also been revised. The due date for proposal is hereby extended to 26 August 2016 at 1:00 pm.

1. CONTRACT ID CODE PAGE OF PAGES

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

16C. DATE SIGNED

BY 17-Aug-2016

16B. UNITED STATES OF AMERICA15C. DATE SIGNED15B. CONTRACTOR/OFFEROR

(Signature of Contracting Officer)(Signature of person authorized to sign)

8. NAME AND ADDRESS OF CONTRACTOR (No., Street, County, State and Zip Code) X W9127S-16-R-0003

X 9B. DATED (SEE ITEM 11)

25-Jul-2016

10B. DATED (SEE ITEM 13)

9A. AMENDMENT OF SOLICITATION NO.

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

X The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offer X is extended, is not extended.

Offer must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended by one of the following methods:

(a) By completing Items 8 and 15, and returning 2 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted;

or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN

REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS.

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE

CONTRACT ORDER NO. IN ITEM 10A.

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(B).

C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority)

E. IMPORTANT: Contractor is not, is required to sign this document and return copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

10A. MOD. OF CONTRACT/ORDER NO.

2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO.(If applicable)

6. ISSUED BY

3. EFFECTIVE DATE

17-Aug-2016

CODE

CONTRACTING DIVISION

USACE, LITTLE ROCK (W9127S)

700 W. CAPITOL AVE, RM 7315

LITTLE ROCK AR 72201-3225

W9127S 7. ADMINISTERED BY (If other than item 6)

4. REQUISITION/PURCHASE REQ. NO.

CODE

See Item 6

FACILITY CODECODE

EMAIL:TEL:

W9127S-16-R-0003

SECTION SF 30 BLOCK 14 CONTINUATION PAGE

SUMMARY OF CHANGES

SECTION 00 11 00 - SF1442 AND CLIN SCHEDULE

The required response date/time has changed from 23-Aug-2016 01:00 PM to 26-Aug-2016 01:00 PM.

8/17/2016

US Army Corps of Engineers

BUILDING STRONG®

Pre-Proposal Conference:

Solicitation NO: W9127S-16-R-0003

Project Name: Rehabilitate and Paint Tainter Gates Greers Ferry Dam, Little Red River, Cleburne County, AR

Marcus Mitchell

Contract Specialist

Little Rock District

August 9, 2016

BUILDING STRONG®2

Agenda

Introductions

Purpose of Pre-Proposal Conference

Contract Terms & Conditions

Proposal Submission Requirements

Proposal Evaluation

BUILDING STRONG®3

Purpose of Pre-Proposal Conference

FAR Part 15.201 – A pre-proposal conference is a technique used to promote the early exchange of information.

Exchanges of information among all interested parties, from the earliest identification of a requirement through receipt of proposals, are encouraged. Any exchange of information must be consistent with procurement integrity requirements.

The purpose of exchanging information is to improve the understanding of Government requirements and industry capabilities, thereby allowing potential offerors to judge whether or how they can satisfy the Government’s requirements, and enhancing the Government’s ability to obtain quality supplies and services at reasonable prices, and increase efficiency in proposal preparation, proposal evaluation, negotiation, and contract award.

BUILDING STRONG®4

Ground Rules There will be NO questions at this conference to allow for fair and even access to all information pertaining to this project.

Offerors will submit their questions after the conference for any technical and contractual type questions via the Projnet site. https://www.projnet.org/projnet

For Bidder’s inquires for a Request for Information (RFI) Review has been set up for this solicitation in ProjNet. The Bidder’s Key to access this solicitation is: 3RKKMH-7ZAXGK.

The RFI is open from July 25, 2016 – August 11, 2016, 2:00 pm CT.

BUILDING STRONG®

Statement of Need IAW with the Government FAR clause 52.215-1, Instructions to

Offerors, the Government intends to make award based on initial offers, but reserves the right to conduct discussions with all offerors determined to be part of the competitive range, should the source selection official deem discussions necessary.

The Government is seeking qualified, experienced sources capable of performing the requirement which consist of blast cleaning and painting, lead paint and material abatement, providing side and bottom seal assemblies, providing cathodic protection systems, providing and/or enlarging drain holes in the gate's girders and rib bottom plate, providing trunnion pin retainer bars at each trunnion pin, providing mesh coverings over each opening in the crosshead members, and performing fracture critical member (FCM) inspection for six tainter gates. Additional work items include repair of machinery platform base plate grout beds at each spillway pier, align and weld splice plates on the catwalk support beams at each spillway pier, blast clean and paint the underside of the catwalk and machinery platforms over the entire length of the spillway, provide bird protection on all six (6) tainter gates, and flood demobilization and mobilization.

5 BUILDING STRONG®

Statement of Need Cont… The base bid includes rehabilitating and painting and FCM inspection of tainter gates 1 through 2

Optional CLINS include the rehabilitating and painting & FCM inspections gates 3 through 6, repair & paint catwalk & machinery platforms, flood demob, and spillway access platforms & ladders.

BUILDING STRONG®

Contract Type

Firm Fixed Price Contract

This is a Lowest Price Technically Acceptable (LPTA) selection conducted in accordance with Federal Acquisition Regulation (FAR) 15.3, Source Selection, as supplemented by the Defense Federal Acquisition Regulation Supplement (DFARS), and the Army Federal Acquisition Regulation Supplement (AFARS).

7 BUILDING STRONG®

Contract Terms & Conditions

FAR Clause 52.211-10 & 1000-4010 – Fill Ins

FAR Clause 52.211-12 – Fill In

FAR Clause 52.228-1 – Fill In

BUILDING STRONG®

Proposal Submission Instructions

Section 00 21 00, Instructions, Conditions & Notices to Offerors - Preparation of Proposals – Construction

Each Offeror must submit a Non-Price Factor Proposal (Sub Factor 1.1), Experience (Sub Factor 1.2), Technical Approach (Sub Factor 1.3), Personnel (Sub Factor 2.1) &Past Performance and a Price Proposal. These proposals must be submitted in separate binders

9 BUILDING STRONG®

Technical/Performance Proposal

Each set shall be organized using the tabs specified in Section 00 21 00:

Non-Price Factors Proposal

FACTOR 1 –TECHNICAL

SUB FACTOR 1.1 – Experience

SUB FACTOR 1.2 – Personnel

SUB FACTOR 1.3 – Technical Approach

FACTOR 2 – PAST PERFORMANCE

SUB FACTOR 2.1 – Past Performance

BUILDING STRONG®

Price Proposal

Each set shall be organized using the tabs specified below:

Price Proposal

PRICE AND PRO FORMA INFORMATION

- Price (CLIN Schedules, SF1442(Proposal), Acknowledged Amendments)

- Certifications/Representations

- Pre-Award Survey

► (A Bid Bond will need to be submitted with the price proposal)

11 BUILDING STRONG®

Proposal Evaluation

The SSEB will evaluate the proposals and assign a consensus rating for each evaluation factor

BUILDING STRONG®

Discussions

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.

A “Competitive Range” is a subjective determination of the most highly rated proposals in the event that the Government decides that discussions with competing firms are required or are considered to be in the Government’s best interests. In such an event, the Contracting Officer will establish a competitive range of all the most highly rated proposals.

13 BUILDING STRONG®

Typical Proposal Shortfalls

Proposal Instructions not followed.

Statements in the proposal are not well supported.

Proposals are not well organized and makes the evaluator hunt for the information.

Deficiencies preclude award. Proposal is non-compliant to the requirements.

Not acknowledging Amendments

Not signing Proposal .

BUILDING STRONG®

Schedule of Events

Solicitation release date July 25, 2016

Pre-proposal conference August 23, 2016

Deadline for receipt of questions August 11, 2016

Deadline for submission of proposals August 23, 2016

1:00 PM CST

Anticipated date of award September 14, 2016

15 BUILDING STRONG®

Follow-on Communications All follow-on communications shall be coordinated via the Contracting Officer and/or Contract Specialist listed below:

Contracting Officer

Jonathan Sawrie

Telephone Number: (501) 340-1045 Email: jonathan.j.sawrie@usace.army.mil

Contract Specialist

Marcus Mitchell

Telephone Number: (501) 340-1253

Email: marcus.d.mitchell@usace.army.mil

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Bid Inquiry Contracting Officers Report Closed Inquiries

Project: Rehabilitate & Paint Tainter Gates, Greers Ferry Dam Review: RFI Review (00001) (sorted by Discipline , ID ) Displaying 7 inquiries.

Id Discipline Sheet Detail Spec 6629723 Cost Engineering 42 007200 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

Date of Award for this project is listed as 9/14/16 which provides a completion date for the base bid of 6/14/17.If a NTP is close to 9/14/16, will the Contractor be required to work through unfavorable winter conditions. If required to work through the winter and given the climate history of the river the contractor will expend substantial resources to heat and dehumidify the coating work areas. Spending extra resources is not normally an expectation of the USACE.

Is this the intent of the USACE?

By: Dennis Cramer; Hartman Walsh Industrial Services; (314-863-1800). On: Aug 10 2016. Forward request by email.

1-0 Evaluation Concurred. How the work is executed to comply with the plans and specifications, within the duration of the contract, is the contractor's means and methods. By: Blake Allred; SWL Design Branch;

(5013245010) On: Aug 16 2016

1-1 Government Response. How the work is executed to comply with the plans and specifications, within the duration of the contract, is the contractor's means and methods. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Aug 16 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6630277 Engineering Support 011100 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The contract requires FCM inspection. If there are any defects found during the inspection that will require repairs, how will the repairs be handled in terms of billing ?

By: Kevin Guth; Royal Bridge - Tarpon Springs, FL; (225-936-3456). On: Aug 11 2016.

Requires Amendment.

Forward request by email.

1-0 Evaluation Concurred. The bid schedule will be amended to include a CLIN for repairing any defects identified during the FCM inspection. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 16

1-1 Government Response. The bid schedule will be amended to include a CLIN for repairing any defects identified during the FCM inspection. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On:

Aug 16 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6619206 Mechanical S -103 A 05 05 23.16 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

For the FCM Inspection, is an Engineer Licensed in the state of Arkansas required?

By: Peter Them; Superior Industrial Maintenance Company; (704-795-0001). On: Aug 01 2016. Forward request by email.

1-0 Evaluation Concurred. No. Inspector's required qualifications are stated on sheet S-102 General Note #4. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 02 2016

1-1 Government Response. No. Inspector's required qualifications are stated on sheet S-102 General Note #4. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Aug 04 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

Page 1 of 3ProjNet: Logged In User

8/17/2016https://www.projnet.org/projnet/binKornHome/index.cfm?strKornCob=BicAdminClosedR...

6615252 Specifications Section B - Bid Schedule Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The SF1442 states a performance period of 270 calendar days. Is the time frame for the base bid only or does it include all options as well?

By: Robert Walker; Ostrom Painting & Sandblasting, Inc.; (309 788 1933). On: Jul 28 2016.

Requires Amendment.

Forward request by email.

1-0 Evaluation Concurred. Potential Time Impact. The 270 calendar days will be base bid only, additional days will be included for certain options. An amendment will be issued clarifying how many days will be added for which options. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 02 2016

1-1 Government Response. The 270 calendar days will be base bid only, additional days will be included for certain options. An amendment will be issued clarifying how many days will be added for which options. By:

Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Aug 04 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6615266 Specifications Section B - Bid Schedule Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

CLIN 0014 Flood Demobilization/Remobilization shows a quantity of 1. Will this optional line item be applied each time a flood event is encountered requiring demobilization, or is it meant to be a one time item applied once to cover all demobiliztion/remobilization no matter how many times it occurs?

By: Robert Walker; Ostrom Painting & Sandblasting, Inc.; (309 788 1933). On: Jul 28 2016.

Requires Amendment.

Forward request by email.

1-0 Evaluation Concurred. CLIN 0014 is meant to be a unit price (each) item. Amendment will be issued to revise the quantity for CLIN 0014. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 02

1-1 Government Response. Based on historical flooding trends, the bid schedule only allows 1 Flood Demoblization/Remobilization. In the event that more than 1 Flood Demob/Remob is needed. A modification to the contract will be negotiated. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Aug 04 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

6615281 Specifications Section 01 35 13.01 10 para 1.2.3 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

The Gate Access Plan requires a process for executing all flood demobilization procedures within 24 hours of notification. What is the time frame from notification the the contractor will have to fully remove all work related appurtenances from the gate? Also, will this require the gate be returned to a fully functional state and the upstream bulkhead removed?

By: Robert Walker; Ostrom Painting & Sandblasting, Inc.; (309 788 1933). On: Jul 28 2016. Forward request by email.

1-0 Evaluation Concurred. Notification is described at 01 35 13.01 10-1.2.1. The last sentence of the first paragraph states "...the Contractor, Contracting Officer, and White River System Engineer shall immediately coordinate to determine if a flood demobilization is necessary." If, as a result of the coordination among these parties a flood demob is determined necessary, that decision begins the 24 hour demob process.

Paragraph 1.2.2 describes the specific requirements for the condition/state of the gate to be considered operable. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 01 2016

1-1 Government Response. Notification is described at 01 35 13.01 10-1.2.1. The last sentence of the first paragraph states "...the Contractor, Contracting Officer, and White River System Engineer shall immediately coordinate to determine if a flood demobilization is necessary." If, as a result of the coordination among these parties a flood demob is determined necessary, that decision begins the 24 hour demob process.

Paragraph 1.2.2 describes the specific requirements for the condition/state of the gate to be considered operable. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On: Aug 04 2016 Current Request Status: Request Closed

Page 2 of 3ProjNet: Logged In User

Information for this report is procurement sensitive.

6615413 Specifications Section 01 14 00.10 para 1.10 Comment Classification: Unclassified\\For Official Use Only (U\\FOUO)

During a flood condition requiring immediate demobilization, will the contractor be allowed to close the road over the work area in order to use a crane to assist in the removal of work platforms, stages, and equipment from the gate without the one month notification to the AHTD District 5?

By: Robert Walker; Ostrom Painting & Sandblasting, Inc.; (309 788 1933). On: Jul 28 2016. Forward request by email.

1-0 Evaluation Concurred. Depending on the method the contractor selects for access/staging to execute the contract, one lane is typically requested to be closed during the duration of the contract for equipment.

In accordance with the specification, under normal circumstances one month notice is required for complete road closure and 3 days notice for single lane closure for public notice purposes. If the contractor will require a change in road closure status as a result of flood demobilization, those anticipated changes shall be addressed in the traffic control plan. By: Blake Allred; SWL Design Branch; (5013245010) On: Aug 01

1-1 Government Response. Depending on the method the contractor selects for access/staging to execute the contract, one lane is typically requested to be closed during the duration of the contract for equipment.

In accordance with the specification, under normal circumstances one month notice is required for complete road closure and 3 days notice for single lane closure for public notice purposes. If the contractor will require a change in road closure status as a result of flood demobilization, those anticipated changes shall be addressed in the traffic control plan. By: Marcus Mitchell; SWL Contracting Division; (501-340-1253) On:

Aug 04 2016 Current Request Status: Request Closed

Information for this report is procurement sensitive.

Report Complete

UNCLASSIFIED\\FOR OFFICIAL USE ONLY

Patent 11/892,984 ProjNet property of ERDC since 2004.

Page 3 of 3ProjNet: Logged In User

PN336755

Rehabilitate and Paint Tainter Gates Greers Ferry Dam Little Red River Cleburne County, Arkansas

SECTION 00 11 00

CLIN SCHEDULE

(To be attached to SF 1442)

SOLICITATION NUMBER W9127S-16-R-0003

Line Item No.

Description Estimated Quantity

Unit Measure

Unit Price Amount

BASE BID

0001 Rehabilitate and Paint Tainter Gates 1 and 2 1 Job XXX $__________

0002 FCM Inspection Gates 1 and 2 1 Job XXX $__________

TOTAL BASE BID $__________

OPTIONS

Option 1

0003 Rehabilitate and Paint Tainter Gate 3 1 Job XXX $__________

Option 2

0004 FCM Inspection Gate 3 1 Job XXX $__________

Option 3

0005 Rehabilitate and Paint Tainter Gate 4 1 Job XXX $__________

Option 4

0006 FCM Inspection Gate 4 1 Job XXX $__________

Option 5

0007 Rehabilitate and Paint Tainter Gate 5 1 Job XXX $__________

Option 6

0008 FCM Inspection Gate 5 1 Job XXX $__________

Option 7

0009 Rehabilitate and Paint Tainter Gate 6 1 Job XXX $__________

Option 8

0010 FCM Inspection Gate 6 1 Job XXX $__________

Option 9

0011 Paint Catwalk and Machinery Platforms 1 Job XXX $__________

Option 10

PN336755

Rehabilitate and Paint Tainter Gates Greers Ferry Dam Little Red River Cleburne County, Arkansas

SECTION 00 11 00

CLIN SCHEDULE

(To be attached to SF 1442)

SOLICITATION NUMBER W9127S-16-R-0003

0012 Repair Catwalk and Machinery Platforms 1 Job XXX $__________

Option 11

0013 Bird Protection 1 Job XXX $__________

Option 12

0014 Flood Demobilization/Remobilization 1 Each $_________ $__________

Option 13

0015 Spillway Access Platforms and Ladders 1 *AMD* Job *AMD* XXX $__________

*AMD* Option 14

0016 FCM Weld Repair 3 LF $________ $__________

TOTAL BASE BID PLUS OPTIONS $___________

Note: The base bid shall have a 270 day duration. CLIN 0003 (Option 1), CLIN 0005 (Option 3), CLIN 0007 (Option 5), CLIN 0009 (Option 7), and CLIN 0015 (Option 13) shall each have an additional 30 day duration added to the base bid duration upon exercise of that option. Maximum total duration, base bid plus all options, is 420 days.

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract per Job payments will be made are listed in the CLIN SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular Job payment item, shall be included in the listed Job item most closely associated with the work involved. The Job price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Rehabilitate and Paint Tainter Gates 1 and 2 (BASE BID; LINE ITEM 0001)

1.1.1.1 Payment

Payment will be made for costs to blast clean and paint, lead paint and material abatement, provide side and bottom seal assemblies, provide cathodic protection systems, provide and/or enlarge drain holes in the gate's girders and rib bottom plates, provide trunnion pin retainer bars at each trunnion pin, and provide mesh coverings over each opening in the crosshead members at Tainter gates 1 and 2. No separate payment will be made for control of lead-containing materials or protecting against overspray and/or removing overspray.

1.1.1.2 Unit of Measure

Unit of Measure: Job

1.1.2 FCM Inspection Gates 1 and 2 (BASE BID; LINE ITEM 0002)

Payment will be made for costs to inspect fracture critical members (FCM) on Tainter gates 1 and 2.

1.1.2.1 Unit of Measure

Unit of Measure: Job

1.1.3 Rehabilitate and Paint Tainter Gate 3 (OPTION 1; LINE ITEM 0003)

Payment will be made for costs to blast clean and paint, lead paint and material abatement, provide side and bottom seal assemblies, provide cathodic protection system, provide and/or enlarge drain holes in the gate's girders and rib bottom plate, provide trunnion pin retainer bars at each trunnion pin, and provide mesh coverings over each opening in the crosshead members at Tainter gate 3. No separate payment will be made for control of lead-containing materials or protecting against overspray

SECTION 01 22 00.00 10 Page 1 and/or removing overspray.

1.1.3.1 Unit of Measure

Unit of Measure: Job

1.1.4 FCM Inspection Gate 3 (OPTION 2; LINE ITEM 0004)

Payment will be made for costs to inspect fracture critical members (FCM) on Tainter gate 3.

1.1.4.1 Unit of Measure

Unit of Measure: Job

1.1.5 Rehabilitate and Paint Tainter Gate 4 (OPTION 3; LINE ITEM 0005)

Payment will be made for costs to blast clean and paint, lead paint and material abatement, provide side and bottom seal assemblies, provide cathodic protection system, provide and/or enlarge drain holes in the gate's girders and rib bottom plate, provide trunnion pin retainer bars at each trunnion pin, and provide mesh coverings over each opening in the crosshead members at Tainter gate 4. No separate payment will be made for control of lead-containing materials or protecting against overspray and/or removing overspray.

1.1.5.1 Unit of Measure

Unit of Measure: Job

1.1.6 FCM Inspection Gate 4 (OPTION 4; LINE ITEM 0006)

Payment will be made for costs to inspect fracture critical members (FCM) on Tainter gate 4.

1.1.6.1 Unit of Measure

Unit of Measure: Job

1.1.7 Rehabilitate and Paint Tainter Gate 5 (OPTION 5; LINE ITEM 0007)

Payment will be made for costs to blast clean and paint, lead paint and material abatement, provide side and bottom seal assemblies, provide cathodic protection system, provide and/or enlarge drain holes in the gate's girders and rib bottom plate, provide trunnion pin retainer bars at each trunnion pin, and provide mesh coverings over each opening in the crosshead members at Tainter gate 5. No separate payment will be made for control of lead-containing materials or protecting against overspray and/or removing overspray.

1.1.7.1 Unit of Measure

Unit of Measure: Job

1.1.8 FCM Inspection Gate 5 (OPTION 6; LINE ITEM 0008)

Payment will be made for costs to inspect fracture critical members (FCM) on Tainter gate 5.

SECTION 01 22 00.00 10 Page 2

1.1.8.1 Unit of Measure

Unit of Measure: Job

1.1.9 Rehabilitate and Paint Tainter Gate 6 (OPTION 7; LINE ITEM 0009)

Payment will be made for costs to blast clean and paint, lead paint and material abatement, provide side and bottom seal assemblies, provide cathodic protection system, provide and/or enlarge drain holes in the gate's girders and rib bottom plate, provide trunnion pin retainer bars at each trunnion pin, and provide mesh coverings over each opening in the crosshead members at Tainter gate 6. No separate payment will be made for control of lead-containing materials or protecting against overspray and/or removing overspray.

1.1.9.1 Unit of Measure

Unit of Measure: Job

1.1.10 FCM Inspection Gate 6 (OPTION 8; LINE ITEM 0010)

Payment will be made for costs to inspect fracture critical members (FCM) on Tainter gate 6.

1.1.10.1 Unit of Measure

Unit of Measure: Job

1.1.11 Paint Catwalk and Machinery Platforms (OPTION 9; LINE ITEM 0011)

1.1.11.1 Payment

Payment will be made for costs to blast clean and paint the underside of the catwalk and machinery platforms over the entire spillway (all six tainter gates). "Underside" of the catwalk and machinery platform shall include all steel surfaces, structural shapes, plates, and bottom of walking surface decking immediately below the walking surface of the catwalk or machinery platform, not including the top side of the walking surface. No separate measurement will be made for control of lead-containing materials or protecting against overspray and/or removing overspray.

1.1.11.2 Unit of Measure

Unit of measure: Job

1.1.12 Repair Catwalk and Machinery Platforms (OPTION 10; LINE ITEM 0012)

1.1.12.1 Payment

Payment will be made for costs to repair the grout beds supporting the machinery platforms and re-align and weld the splice plates on the catwalk support beams at each spillway pier.

1.1.12.2 Unit of Measure

Unit of measure: Job

SECTION 01 22 00.00 10 Page 3

1.1.13 Bird Protection (OPTION 11; LINE ITEM 0013)

1.1.13.1 Payment

Payment will be made for costs to provide bird protection on Tainter gates 1, 2, 3, 4, 5, and 6 (all six tainter gates).

1.1.13.2 Unit of Measure

Unit of measure: Job

1.1.14 Spillway Access Platforms and Ladders (OPTION 13; LINE ITEM 0015)

1.1.14.1 Payment

Payment will be made for costs to provide spillway access platforms and re-locating the existing fixed ladders at each spillway pier, and providing spillway access and underdeck service ladders (rolling ladders).

1.1.14.2 Unit of Measure

Unit of measure: Job

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the CLIN SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Flood Demobilization/Remobilization (OPTION 12; LINE ITEM 0014)

1.2.1.1 Payment

Payment will be made for costs associated with complete removal of the contractor's work equipment, staging, and scaffolding from the spillway, complete removal of temporary traffic controls, diversions, barriers, and equipment from the spillway bridge, bulkhead closure system returned to the stored position, and the tainter gate returned to operable condition.

Payment also includes re-mobilizing all items previously removed in order for work to resume.

1.2.1.2 Measurement

The total quantity of flood demobilization/remobilization will be the number of occurences which the contractor is required to completely remove all items from the spillway area, after commencement of work, for flood control purposes. This quantity will not include the initial mobilization and final demobilization.

1.2.1.3 Unit of Measure

Unit of measure: Each

***AMD***

SECTION 01 22 00.00 10 Page 4

1.2.2 FCM Weld Repair (OPTION 14; LINE ITEM 0016)

1.2.2.1 Payment

Payment will be made for costs to remove and repair three (3) linear feet of weld identified as unacceptable during the FCM inspecion. Within 1 working day of reciept of the FCM inspection report, the COR will direct which, if any, welds shall be repaired. The repaired weld size shall match existing, as shown on the reference Drawings, and shall be repaired with procedures identified by ASW D1.1.

1.2.2.2 Measurement

The total quantity of repaired weld will be the total length of all welds, on all gates, which are required to be removed and repaired by the COR after the FCM inspection.

1.2.2.3 Unit of Measure

Linear Foot (LF)

***AMD***

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 22 00.00 10 Page 5