RSKerr_Rehab_&_Paint_Tainter_Gates_Specs_8-9-18.pdf

Solicitation No. W912BV18R0042

US Army Corps of Engineers Tulsa District Arkansas River Watershed Robert S. Kerr Lock and Dam, Oklahoma

RS Kerr Rehab & Paint Tainter Gates

Specifications

August 9, 2018 rsl

TABLE OF CONTENTS

SOLICITATION NO. W912BV18R0042

RS KERR REHAB & PAINT TAINTER GATES

ROBERT S. KERR LOCK AND DAM, OKLAHOMA

TOC-1

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 10 00 SOLICITATION

00 11 00 PRICING SCHEDULE

00 21 00 INSTRUCTIONS, CONDITIONS, AND NOTICES TO OFFERORS

00 22 11 EVALUATION CRITERIA, BASIS OF AWARD

00 45 00 REPRESENTATIONS AND CERTIFICATIONS

00 72 00 CONTRACT CLAUSES

00 73 00 SPECIAL CONTRACT REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 SUMMARY OF WORK

01 22 00 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 45 00 QUALITY CONTROL

01 46 00 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

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

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 – EXISTING CONDITIONS

02 41 00 DEMOLITION AND DEBRIS REMOVAL

DIVISION 05 – METALS

05 50 14 STRUCTURAL METAL FABRICATIONS

DIVISION 09 – FINISHES

09 97 02 PAINTING: HYDRAULIC STRUCTURES

DIVISION 26 – ELECTRICAL

26 42 14 CATHODIC PROTECTION SYSTEM (SACRIFICIAL ANODE)

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

35 20 16 TAINTER GATES AND ANCHORAGES

-- End of Table of Contents --

Tainter Gate Repairs, RS Kerr Lake, Oklahoma

This is an UNRESTRICTED acquisition under NAICS Code 237990; $36.5 Million

This project is solicited as a Best Value - Trade-off Evaluation Method

In accordence w ith FAR 36/DFAR 236, the magnitude of construction for this project is betw een $5 and $10 Million.

DANIEL A FOYIL 918-669-7045

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

09-Aug-2018

(RFP)

(IFB)

X

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 ________700 calendar days after receiving aw ard, X notice to proceed. This performance period is X mandatory, negotiable. (See _________________________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 specified in Item 8 by ___________ local time ______________07 Sep 2018 (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 _______90 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

CONTRACTING DIV

US ARMY CORPS OF ENGINEERS, TULSA DISTRICT

2488 E. 81ST STREET

TULSA OK 74137-4290

W912BV

PAGE OF PAGES

1 OF

CODE

(Title, identifying no., date):

12B. CALENDAR DAYS

02:00 PM (hour)

Sealed envelopes containing offers

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

8. ADDRESS OFFER TO (If Other Than Item 7)

FAX:TEL: TEL: FAX:

W912BV18R0042 67

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

PROPOSAL SCHEDULE

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-3

BASE PROPOSAL

0001 GATE 3

000101. All Work Except as Listed Separately 1 Job $________ $_________

000102. WT9x25 Members 750 LF $________ $_________

000103. WT7x21.5 Members 210 LF $________ $_________

000104. W8x67 Members 95 LF $________ $_________

000105. W14x30 Members 90 LF $________ $_________

000106. MC13x50 Members 15 LF $________ $_________

000107. 3/8” Plate 100 SF $________ $_________

000108. 1/2” Plate 450 SF $________ $_________

00010. 95/8” Plate 226 SF $________ $_________

000110. 3/4” Plate 375 SF $________ $_________

000111. 1” Plate 20 SF $________ $_________

000112. Hitch Blocks 2 EA $________ $_________

Subtotal of Items 000101 – 000112____ $ ________

0002 GATE 4

000201. All Work Except as Listed Separately 1 Job $________ $_________

000202. WT9x25 Members 475 LF $________ $_________

000203. WT7x21.5 Members 262 LF $________ $_________

000204. W8x67 Members 95 LF $________ $_________

000205. W14x30 Members 60 LF $________ $_________

000206. MC13x50 Members 15 LF $________ $_________

000207. 3/8” Plate 120 SF $________ $_________

00 11 00-4

000208. 1/2” Plate 450 SF $________ $_________

000209. 5/8” Plate 226 SF $________ $_________

000210. 3/4” Plate 375 SF $________ $_________

000211. 1” Plate 20 SF $________ $_________

000212. Hitch Blocks 2 EA $________ $_________

Subtotal of Items 000201 – 000212____ $ ________

0003 GATE 17

000301. All Work Except as Listed Separately 1 Job $________ $_________

000302. WT7x21.5 Members 200 LF $________ $_________

000303. W14x30 Members 60 LF $________ $_________

000304. 3/8” Plate 20 SF $________ $_________

000305. 5/8” Plate 220 SF $________ $_________

000306. 3/4” Plate 20 SF $________ $_________

Subtotal of Items 000301 – 000306____ $ _______

TOTAL BASE PROPOSAL (Items 0001 – 0003) $____________________

Contract Duration (in calendar days) for Base Proposal___________(See Note 7)

0004 OPTION 1 - GATE 7

000401. All Work Except as Listed Separately 1 Job $________ $_________

000402. WT9x25 Members 450 LF $________ $_________

000403. WT7x21.5 Members 140 LF $________ $_________

000404. W8x67 Members 95 LF $________ $_________

00 11 00-5

000405. W14x30 Members 90 LF $________ $_________

000406. MC13x50 Members 15 LF $________ $_________

000407. 3/8” Plate 100 SF $________ $_________

000408. 1/2” Plate 100 SF $________ $_________

000409. 5/8” Plate 100 SF $________ $_________

000410. 3/4” Plate 375 SF $________ $_________

000411. 1” Plate 20 SF $________ $_________

000412. Hitch Blocks 2 EA $________ $_________

TOTAL OPTION 1 $____________________

If Option 1 is exercised _60_ additional calendar days will be added to the period of performance.

00 11 00-6

0005 OPTION 2 - GATE 8

000501. All Work Except as Listed Separately 1 Job $________ $_________

000502. WT9x25 Members 450 LF $________ $_________

000503. WT7x21.5 Members 140 LF $________ $_________

000504. W8x67 Members 95 LF $________ $_________

000505. W14x30 Members 90 LF $________ $_________

000506. MC13x50 Members 15 LF $________ $_________

000507. 3/8” Plate 100 SF $________ $_________

000508. 1/2” Plate 100 SF $________ $_________

000509. 5/8” Plate 100 SF $________ $_________

000510. 3/4” Plate 375 SF $________ $_________

000511. 1” Plate 20 SF $________ $_________

000512. Hitch Blocks 2 EA $________ $_________

TOTAL OPTION 2 $____________________

If Option 2 is exercised _300_ additional calendar days will be added to the period of performance.

RS KERR REHAB & PAINT TAINTER GATES

ROBERT S. KERR LOCK AND DAM, OKLAHOMA

Item Estimated Unit No. Description Quantity Unit Price Amount

00 11 00-7

0006 OPTION 3 - GATE 16

000601. All Work Except as Listed Separately 1 Job $________ $_________

000602. WT9x25 Members 450 LF $________ $_________

000603. WT7x21.5 Members 140 LF $________ $_________

000604. W8x67 Members 95 LF $________ $_________

000605. W14x30 Members 90 LF $________ $_________

000606. MC13x50 Members 15 LF $________ $_________

000607. 3/8” Plate 100 SF $________ $_________

000608. 1/2” Plate 100 SF $________ $_________

000609. 5/8” Plate 100 SF $________ $_________

000610. 3/4” Plate 375 SF $________ $_________

000611. 1” Plate 20 SF $________ $_________

000612. Hitch Blocks 2 EA $________ $_________

TOTAL OPTION 3 $____________________

If Option 3 is exercised _60_ additional calendar days will be added to the period of performance.

TOTAL PROPOSAL (Base Bid Plus All Options) $____________________

EA = Each LF = Linear Feet SF = Square Feet

00 11 00-3

PROPOSAL SCHEDULE NOTES

1. All costs for items of work 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 price 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. EVALUATION OF OPTIONS

The Government will evaluate offers for award purposes by adding the total price of all options to the total price of the Base Proposal (Total Base Proposal and Optional Items). Evaluation of options will not obligate the Government to exercise the options.

6. Proposal Schedule Options 1, 2, and 3 may be exercised, at the option of the Government, at the time of contract award up to 120 calendar days after the issuance of the Notice to Proceed.

7. CONTRACT DURATION

The Offeror shall propose a total contract duration in number of calendar days after the Notice to Proceed (NTP) is received by the Contractor, whether via electronic means or hard copy, whichever is the earliest method of delivery. The total number of proposed calendar days for construction, ready for turnover shall not exceed the days shown in Section 00 72 00, 52.211-10 COMMENCEMENT, PROSECUTION AND COMPLETION OF WORK. The proposed duration shall become the required contract duration.

10 days prior to proposal due date e.g to include all modifications, if applicable

Please provide details such as similar equipment, requirements, conditions, etc.

(If liquidated damages were assessed or the schedule was not met, please address below)

If no, please explain in Remarks section.

Indicate if show cause or cure notices were issued, or any default action in comment section below.

If yes, please explain below.

(explain if specific issues)

(If no, please explain below) if applicable

(please attach additional pages if necessary)

Contract Clause pecial Contract Requirement

(End of special contract requirement) insert Roman numeral for the appropriate region of the schedule

W912BV18R0042

WAGE RATES

General Decision Number: OK180024 05/11/2018 OK24

Superseded General Decision Number: OK20170024

State: Oklahoma

Construction Type: Heavy

County: Le Flore County in Oklahoma.

HEAVY CONSTRUCTION PROJECTS (including sewer/water line construction; heavy construction projects on treatment plants and industrial sites) (excludes heavy dredging and water well drilling)

Note: Under Executive Order (EO) 13658, an hourly minimum wage of $10.35 for calendar year 2018 applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2015. If this contract is covered by the EO, the contractor must pay all workers in any classification listed on this wage determination at least $10.35 per hour (or the applicable wage rate listed on this wage determination, if it is higher) for all hours spent performing on the contract in calendar year 2018. The EO minimum wage rate will be adjusted annually.

Please note that this EO applies to the above-mentioned types of contracts entered into by the federal government that are subject to the Davis-Bacon Act itself, but it does not apply to contracts subject only to the Davis-Bacon Related Acts, including those set forth at 29 CFR 5.1(a)(2)-(60). Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Modification Number Publication Date 0 01/05/2018 1 05/11/2018

ELEC1002-005 07/03/2016

Rates Fringes

ELECTRICIAN......................$ 34.88 29%+5.25

ENGI0627-014 06/01/2017

Rates Fringes

POWER EQUIPMENT OPERATOR:

Group 1.....................$ 28.65 12.98 Group 2.....................$ 26.95 12.98 Group 3.....................$ 26.40 12.98 Group 4.....................$ 25.65 12.98 Group 6.....................$ 24.70 12.98 Group10.....................$ 21.70 12.98

POWER EQUIPMENT OPERATOR

GROUP 1: All Crane Type Equipment 200 ton and larger and including 400 ton capacity cranes. All Tower Cranes.

GROUP 2: All Crane Type Equipment 100 ton capacity and larger cranes, and less than 200 ton capacity.

GROUP 3: All Crane Type Equipment 50 ton capacity and larger cranes, and less than 100 ton capacity. Crane Equipment (as rated by mfg.) 3 cu. yd. and over Guy derrick Whirley Power Driven Hole Digger (with 30' and longer mast).

GROUP 4: CRANES with Boom Incl. Jib less than 100 ft and less than 3 cu. Yd.; Overhead Monorail Crane

GROUP 6: ROLLER (ASPHALT AND DIRT)

GROUP 10:OILER

* IRON0584-019 06/01/2017

Rates Fringes

IRONWORKER (Structural, Reinforcing, and Ornamental).....$ 24.00 14.81

SUOK2012-002 05/18/2012

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 14.00 3.95

FORM WORKER......................$ 11.77 0.00

LABORER: Common or General......$ 11.69 2.71

LABORER: Pipelayer..............$ 12.94 2.42

OPERATOR: Backhoe/Excavator.....$ 15.00 0.29

OPERATOR: Bulldozer.............$ 18.07 0.00

OPERATOR: Drill.................$ 17.15 0.78

OPERATOR: Grader/Blade..........$ 17.76 3.87

OPERATOR: Loader (Front End)....$ 14.01 0.00

OPERATOR: Mechanic..............$ 19.61 9.39

OPERATOR: Scraper...............$ 16.00 1.55

OPERATOR: Trackhoe..............$ 18.54 2.78

TRUCK DRIVER: Dump Truck........$ 15.08 1.71

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Note: Executive Order (EO) 13706, Establishing Paid Sick Leave for Federal Contractors applies to all contracts subject to the Davis-Bacon Act for which the contract is awarded (and any solicitation was issued) on or after January 1, 2017. If this contract is covered by the EO, the contractor must provide employees with 1 hour of paid sick leave for every 30 hours they work, up to 56 hours of paid sick leave each year.

Employees must be permitted to use paid sick leave for their own illness, injury or other health-related needs, including preventive care; to assist a family member (or person who is like family to the employee) who is ill, injured, or has other health-related needs, including preventive care; or for reasons resulting from, or to assist a family member (or person who is like family to the employee) who is a victim of, domestic violence, sexual assault, or stalking. Additional information on contractor requirements and worker protections under the EO is available at www.dol.gov/whd/govcontracts.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29CFR 5.5 (a) (1) (ii)).

The body of each wage determination lists the classification and wage rates that have been found to be prevailing for the cited type(s) of construction in the area covered by the wage determination. The classifications are listed in alphabetical order of "identifiers" that indicate whether the particular rate is a union rate (current union negotiated rate for local), a survey rate (weighted average rate) or a union average rate (weighted union average rate).

Union Rate Identifiers

A four letter classification abbreviation identifier enclosed in dotted lines beginning with characters other than "SU" or "UAVG" denotes that the union classification and rate were prevailing for that classification in the survey. Example:

PLUM0198-005 07/01/2014. PLUM is an abbreviation identifier of the union which prevailed in the survey for this classification, which in this example would be Plumbers. 0198 indicates the local union number or district council number where applicable, i.e., Plumbers Local 0198. The next number, 005 in the example, is an internal number used in processing the wage determination. 07/01/2014 is the effective date of the most current negotiated rate, which in this example is July 1, 2014.

Union prevailing wage rates are updated to reflect all rate changes in the collective bargaining agreement (CBA) governing this classification and rate.

Survey Rate Identifiers

Classifications listed under the "SU" identifier indicate that no one rate prevailed for this classification in the survey and the published rate is derived by computing a weighted average rate based on all the rates reported in the survey for that classification. As this weighted average rate includes all rates reported in the survey, it may include both union and non-union rates. Example: SULA2012-007 5/13/2014. SU indicates the rates are survey rates based on a weighted average calculation of rates and are not majority rates. LA indicates the State of Louisiana. 2012 is the year of survey on which these classifications and rates are based. The next number, 007 in the example, is an internal number used in producing the wage determination. 5/13/2014 indicates the survey completion date for the classifications and rates under that identifier.

Survey wage rates are not updated and remain in effect until a new survey is conducted.

Union Average Rate Identifiers

Classification(s) listed under the UAVG identifier indicate that no single majority rate prevailed for those classifications; however, 100% of the data reported for the classifications was union data. EXAMPLE: UAVG-OH-0010 08/29/2014. UAVG indicates that the rate is a weighted union average rate. OH indicates the state. The next number, 0010 in the example, is an internal number used in producing the wage determination. 08/29/2014 indicates the survey completion date for the classifications and rates under that identifier.

A UAVG rate will be updated once a year, usually in January of each year, to reflect a weighted average of the current negotiated/CBA rate of the union locals from which the rate is based.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in the matter? This can be:

* an existing published wage determination

* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.)

and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7). Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

RS Kerr Rehabilitate & Paint Tainter Gates FY18 KERRTAINTERFY18

SECTION 01 00 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUMMARY OF WORK

This section provides a general summary of the work to be performed to rehabilitate the tainter gates and associated items at Robert S. Kerr Dam, Oklahoma. This project will be a total turn-key contract with all work being performed by the Contractor except setting of the stoplogs. See other specifications sections, drawings, contract clauses, and other contract documents for detailed requirements of the work to be performed by the Contractor. The Government will provide no materials, equipment, or labor except setting of the stoplogs. The work required is summarized as follows:

a. Removal and replacement of diagonal members;

b. Removal and replacement of ribs;

c. Partial removal and replacement of skin plate;

d. Surface repair of primary members (girders);

e. Removal and replacement of miscellaneous stiffener plates;

f. Addition/modification of drain holes;

g. Blasting and painting of entire gates;

h. Removal of existing, off-site disposal, and replacement with new wire rope assemblies and associated fittings and proper re-tensioning of wire ropes within specified tolerances;

i. Rehabilitation of hitch blocks with removal and replacement of hardware;

j. Removal and replacement of side seals assemblies and adjustment within specified tolerances; and

k. Removal and replacement of trunnion hydraulic lubrication tubing and fittings.

SECTION 01 00 00 Page 1

1.3 SETTING, LEAKAGE, AND AVAILABILITY OF STOPLOGS

The Government will move and set the stoplogs once at each tainter gate.

The Contractor shall notify the ACO a minimum of 14 days before the stoplogs are required to be put in place, moved to the next tainter gate, and/or removed. Pumping and control of water due to leakage of stoplogs shall be the Contractor's responsibility.

1.4 MANDATORY SEQUENCE OF ACTIVITIES AT EACH TAINTER GATE

See drawings for mandatory sequence of construction activities. Coordinate mandatory sequence of construction activities with administrative requirements and activities, submittals, required plans, etc.

1.5 SAFETY

All work shall be performed in accordance with EM 385-1-1 29 CFR 1910, 29 CFR 1926, and other references as listed herein. Matters of interpretation of the safety standards shall be submitted to the ACO for resolution before starting work. Where the regulations conflict, the most stringent requirements shall apply.

1.6 WORK HOURS

The work schedule shall be Monday through Friday, 8:00 a.m. to 5:00 p.m., excluding official Federal Government holidays unless the Contractor proposes an alternative work schedule as part of their proposal and that proposal is accepted by the Government. Any alternative work schedule presented shall be within the time frame Monday through Saturday, 7:30 a.m.

to 7:00 p.m.

1.7 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Work Plan; G

1.8 WORK PLAN MINIMUM REQUIREMENTS

Within 15 calendar days of contract award, a Work Plan shall be submitted for all work required by this contract. This work plan is separate from any and all documents submitted before contract award and shall provide greater detail than any pre-award submitted work plan, if required.

The plan shall include, as a minimum, details for all work listed in paragraph SUMMARY OF WORK above. The plan shall include detailed construction methods and procedures, all manpower (each trade/skill required and crew sizes, including subcontractors), and all equipment (including make, model, size, capacity, and weight).

The Work Plan shall address sequence of work and methods to remove, protect, and label components for disassembly and reinstallation.

SECTION 01 00 00 Page 2

In addition, the Contractor shall submit any additional information as directed by the Administrative Contracting Officer (ACO). All items of work shall be addressed to the level of detail required by the ACO.

Construction activities and purchasing of materials shall not begin until the Work Plan has been approved by the ACO. The Contractor's work schedule (days of the week and hours per day) shall be stated.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

SECTION 01 00 00 Page 3

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

Payment items for all work in this contract for which payments will be made are listed on the PROPOSAL SCHEDULE and described below. All costs for items of work which are not specifically mentioned to be included in a particular payment item price shall be included in the listed payment item price most closely associated with the work involved.

Payment for the items listed below shall constitute full compensation for furnishing all plant, materials, equipment, labor, instruments, tools, subcontractors, supervision, and management and performing all associated Contractor quality control, environmental protection, safety requirements, tests, and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1 ALL WORK EXCEPT AS LISTED SEPARATELY

MEASUREMENT

These items shall not be separately measured.

PAYMENT

Payment will be made at the contract job prices for the items "All Work Except As Listed Separately" which prices shall include, but not be limited to, full compensation for properly completing all blasting, painting, side and bottom seals and hardware, wire ropes, hitch pins, wire rope hardware, tensioning/adjusting of wire ropes, grease lines and fittings, and cathodic protection systems, as stated in the plans and specifications.

1.2 WT9x25 MEMBERS

MEASUREMENT

Work pertaining to removing and replacing the existing WT9x25 members shall be based on the number of linear feet properly removed and replaced, to the nearest linear foot, as measured along the center line of the member.

PAYMENT

Payment for removing and replacing the existing WT9x25 members will be made at the contract prices per linear foot for the items "WT9x25 Members" which prices shall be full compensation for removing and replacing the existing WT9x25 members as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.3 WT7x21.5 MEMBERS

MEASUREMENT

Work pertaining to removing and replacing the existing WT7x21.5 members shall be based on the number of linear feet properly removed and replaced, to the nearest linear foot, as measured along the center line of the

SECTION 01 22 00 Page 1 member.

PAYMENT

Payment for removing and replacing the existing WT7x21.5 members will be made at the contract prices per linear foot for the items "WT7x21.5 Members" which prices shall be full compensation for removing and replacing the existing WT7x21.5 members as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.4 W8x67 MEMBERS

MEASUREMENT

Work pertaining to removing and replacing the existing W8x67 members shall be based on the number of linear feet properly removed and replaced, to the nearest linear foot, as measured along the center line of the member.

PAYMENT

Payment for removing and replacing the existing W8x67 members will be made at the contract prices per linear foot for the items "W8x67 Members" which prices shall be full compensation for removing and replacing the existing W8x67 members as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.5 W14x30 MEMBERS

MEASUREMENT

Work pertaining to removing and replacing the existing W14x30 members shall be based on the number of linear feet properly removed and replaced, to the nearest linear foot, as measured along the center line of the member.

PAYMENT

Payment for removing and replacing the existing W14x30 members will be made at the contract prices per linear foot for the items "W14x30 Members" which prices shall be full compensation for removing and replacing the existing W14x30 members as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.6 MC13x50 MEMBERS

MEASUREMENT

Work pertaining to removing and replacing the existing MC13x50 members shall be based on the number of linear feet properly removed and replaced, to the nearest linear foot, as measured along the center line of the member.

PAYMENT

Payment for removing and replacing the existing MC13x50 members will be made at the contract prices per linear foot for the items "MC13x50 Members" which prices shall be full compensation for removing and replacing the existing MC13x50 members as stated in the plans and specifications and shall also include all testing required to verify the quality of completed

SECTION 01 22 00 Page 2 work.

1.7 3/8" PLATE

MEASUREMENT

Work pertaining to removing and replacing or installing 3/8" plate in new locations shall be based on the number of square feet properly removed and replaced or installed in new locations, to the nearest square foot, as measured after installation.

PAYMENT

Payment for removing and replacing the existing or installing 3/8" plate in new locations will be made at the contract prices per square foot for the items "3/8" Plate" which prices shall be full compensation for removing and replacing the existing 3/8" plate or installing plate in new locations as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.8 1/2" PLATE

MEASUREMENT

Work pertaining to removing and replacing or installing 1/2" plate in new locations shall be based on the number of square feet properly removed and replaced or installed in new locations, to the nearest square foot, as measured after installation.

PAYMENT

Payment for removing and replacing the existing or installing 1/2" plate in new locations will be made at the contract prices per square foot for the items "1/2" Plate" which prices shall be full compensation for removing and replacing the existing 1/2" plate or installing plate in new locations as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.9 5/8" PLATE

MEASUREMENT

Work pertaining to removing and replacing or installing 5/8" plate in new locations shall be based on the number of square feet properly removed and replaced or installed in new locations, to the nearest square foot, as measured after installation.

PAYMENT

Payment for removing and replacing the existing or installing 5/8" plate in new locations will be made at the contract prices per square foot for the items "5/8" Plate" which prices shall be full compensation for removing and replacing the existing 5/8" plate or installing plate in new locations as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.10 3/4" PLATE

MEASUREMENT

SECTION 01 22 00 Page 3

Work pertaining to removing and replacing or installing 3/4" plate in new locations shall be based on the number of square feet properly removed and replaced or installed in new locations, to the nearest square foot, as measured after installation.

PAYMENT

Payment for removing and replacing the existing or installing 3/4" plate in new locations will be made at the contract prices per square foot for the items "3/4" Plate" which prices shall be full compensation for removing and replacing the existing 3/4" plate or installing plate in new locations as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.11 1" PLATE

MEASUREMENT

Work pertaining to removing and replacing or installing 1" plate in new locations shall be based on the number of square feet properly removed and replaced or installed in new locations, to the nearest square foot, as measured after installation.

PAYMENT

Payment for removing and replacing the existing or installing 1" plate in new locations will be made at the contract prices per square foot for the items "1" Plate" which prices shall be full compensation for removing and replacing the existing 1" plate or installing plate in new locations as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

1.12 HITCH BLOCKS

MEASUREMENT

Work pertaining to removing and replacing the 2-1/4" plates for the hitch blocks shall be based on the number of hitch blocks properly removed and replaced.

PAYMENT

Payment for removing and replacing the 2-1/4" plates for the existing hitch blocks will be made at the contract prices per each for the items "Hitch Blocks" which prices shall be full compensation for removing and replacing the existing 2-1/4" plate for the hitch blocks as stated in the plans and specifications and shall also include all testing required to verify the quality of completed work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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SECTION 01 22 00 Page 5

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

05/18

PART 1 GENERAL

1.1 ADDITIONAL ADMINISTRATIVE REQUIREMENTS

1.1.1 Electronic Certified Labor Payrolls

a. The Contractor shall use commercially available software to process and submit certified payrolls electronically to the Government. The requirements for preparing, processing, and providing certified labor payrolls are established by the Construction Wage Rate Requirements statute.

b. The Contractor shall be responsible for obtaining and providing all access, licenses, and other services required to provide for electronic receipt, processing, certifying, transmitting, and storing weekly payrolls and other data required for the Contractor to comply with the Construction Wage Rate Requirements statute. The electronic payroll service shall be used by the Contractor to prepare, process, and maintain the relevant payrolls and basic records during all work under this contract and the electronic payroll service shall be capable of preserving these payrolls and related basic records for the required three years after contract completion. The Contractor shall obtain and provide electronic system access to the Government as required to comply with the Construction Wage Rate Requirements over the duration of this contract. The access shall include electronic review access by the Government to the electronic payroll processing system used by the Contractor.

c. The Contractor's provision and use of an electronic payroll processing system shall meet the following basic functional criteria:

(1) Commercially available;

(2) Compliant with appropriate Construction Wage Rate Requirements statute payroll provisions in the Federal Acquisition Regulation

(FAR);

(3) Able to accommodate the required numbers of employees and subcontractors employed under the contract;

(4) Capable of producing an Excel spreadsheet-compatible electronic output of weekly payroll records to be imported into Resident Management System (RMS);

(5) Demonstrated security of data and data entry rights;

(6) Ability to produce Contractor-certified electronic versions of weekly payroll data;

(7) Ability to identify erroneous entries and track the date/time of all versions of the certified Construction Wage Rate Requirements statute payrolls submitted to the Government over the life of the contract; and

SECTION 01 30 00 Page 1

(8) Capable of generating a durable electronic record copy (CD, DVD, and PDF) file record of data from the system database at end of the contract closeout. This durable record copy of data from the electronic payroll processing system shall be provided to the Government during contract closeout.

d. All Contractor incurred costs related to the Contractor's provision and use of an electronic payroll processing service shall be included in the Contractor's price for the overall work under the contract. The costs for compliance with the Construction Wage Rate Requirements statute by using electronic payroll processing services shall not be a separately bid or reimbursed item under this contract.

1.1.2 Equipment Ownership and Operating Expense Schedule

a. This requirement does not apply to terminations. See UAI 5152.249-9000, Basis for Settlement of Proposals, and Federal Acquisition Regulation (FAR) part 49.

b. Allowable costs for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a contractor or subcontractor at any tier shall be based on actual cost data for each piece of equipment or groups of similar serial and series for which the Government can determine both ownership and operating costs from the contractor's accounting records. When both ownership and operating costs cannot be determined for any piece of equipment or groups of similar serial or series equipment from the contractor's accounting records, costs for that equipment shall be based upon the applicable provisions of Engineer Pamphlet (EP) 1110-1-8, Construction Equipment Ownership and Operating Expense Schedule, Region VI. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retroactive pricing, the schedule in effect at the time the work was performed shall apply.

c. Equipment rental costs are allowable, subject to the provisions of FAR 31.105(d)(ii) and FAR 31.205-36. Rates for equipment rented from an organization under common control, lease-purchase arrangements, and sale-leaseback arrangements, will be determined using the schedule, except that actual rates will be used for equipment leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees.

d. When actual equipment costs are proposed and the total amount of the pricing action exceeds the simplified acquisition threshold (SAT), the Contracting Officer shall request the Contractor submit either certified cost or pricing data, or partial/limited data, as appropriate. The data shall be submitted on Standard Form 1411, Contract Pricing Proposal Cover Sheet.

1.1.3 Payment for Materials Delivered Off-Site

a. Pursuant to Federal Acquisition Regulation (FAR) 52.232-5, Payments Under Fixed Price Construction Contracts, materials delivered to the

SECTION 01 30 00 Page 2

Contractor at locations other than the site of the work may be taken into consideration in making payments if included in payment estimates and if all the conditions of the General Provisions are fulfilled.

Payment for items delivered to locations other than the work site shall be limited to:

(1) Materials required by the technical provisions; or

(2) Materials that have been fabricated to the point where they are identifiable to an item of work required under this contract; or

(3) Items specifically listed below.

b. Payment for materials delivered off-site shall be made only after receipt of paid invoices listing the value of material and labor incorporated in the items along with a canceled check showing the prime contractor's title to the items delivered off site. Payment for materials delivered off-site shall be limited to the following items:

AS AUTHORIZED BY THE CONTRACTING OFFICER.

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

SECTION 01 30 00 Page 3

SECTION 01 32 01

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 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.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of two years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01 Page 1

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the Contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required sdef file must be created and supported by the software manufacturer.

2.1.2.1 Primavera

If Primavera P6 is selected for use, provide the "xer" export file in a version of P6 importable by the Government system.

2.1.2.2 Other Than Primavera

If the Contractor chooses software other than Primavera P6 the Contractor shall provide for the Government's use two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network.

Computers and licenses will be returned at project completion.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

SECTION 01 32 01 Page 2

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings/Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial, or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

3.3.2 Activity Durations

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods.

Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

3.3.3 Procurement Activities

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

3.3.4 Mandatory Tasks

Include the following activities/tasks in the initial project schedule and all updates.

a. Submission, review, and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

b. Submission, review, and acceptance of features that require design completion (if any).

c. Long procurement activities

d. Submission and approval of as-built drawings.

e. Tainter gate operational and performance testing.

f. Cathodic protection systems testing.

SECTION 01 32 01 Page 3

g. Contractor's pre-final inspection.

h. Correction of punch list from Contractor's pre-final inspection.

i. Government's pre-final inspection.

j. Correction of punch list from Government's pre-final inspection.

k. Final inspection.

3.3.5 Government Activities

Show Government and other agency activities that could impact progress.

These activities include, but are not limited to: approvals, environmental permit approvals by State regulators, inspections, Government Furnished Equipment (GFE), and Notice to Proceed (NTP) for phasing requirements.

3.3.6 Standard Activity Coding Dictionary

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein.