Solicitation - W9128F21Q0064 - Cherry Creek Dam Rehab Gate Stem No. 1.pdf

SEE ADDENDUM

(No Collect Calls)

W9128F21Q0064 16-Jul-2021

b. TELEPHONE NUMBER

402-995-2086

8. OFFER DUE DATE/LOCAL TIME

02:00 PM 06 Aug 2021

5. SOLICITATION NUMBER 6. SOLICITATION ISSUE DATE

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

STANDARD FORM 1449 (REV. 2/2012)

Prescribed by GSA – FAR (48 CFR) 53.212

(TYPE OR PRINT)

(SIGNATURE OF CONTRACTING OFFICER)

ADDENDA ARE

26. TOTAL AWARD AMOUNT (For Gov t. Use Only )

23.

CODE 10. THIS ACQUISITION IS

SUCH ADDRESS IN OFFER

17b. CHECK IF REMITTANCE IS DIFFERENT AND PUT

BELOW IS CHECKED

TELEPHONE NO.

W9128F9. ISSUED BY

18b. SUBMIT INVOICES TO ADDRESS SHOWN IN BLOCK 18a. UNLESS BLOCK

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

CLINTON E RUSSELL

2. CONTRACT NO. 3. AWARD/EFFECTIVE DATE 4. ORDER NUMBER

(TYPE OR PRINT)

30b. NAME AND TITLE OF SIGNER 30c. DATE SIGNED 31b. NAME OF CONTRACTING OFFICER

30a. SIGNATURE OF OFFEROR/CONTRACTOR 31a.UNITED STATES OF AMERICA

0 27a. SOLICITATION INCORPORATES BY REFERENCE FAR 52.212-1. 52.212-4. FAR 52.212-3. 52.212-5 ARE ATTACHED.

25. ACCOUNTING AND APPROPRIATION DATA

1. REQUISITION NUMBER

20.

ADDITIONAL SHEETS SUBJECT TO THE TERMS AND CONDITIONS SPECIFIED.

OFFEROR TO COMPLETE BLOCKS 12, 17, 23, 24, AND 30

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

ARE NOT ATTACHED

27b. CONTRACT/PURCHASE ORDER INCORPORATES BY REFERENCE FAR 52.212-4. FAR 52.212-5 IS ATTACHED. ADDENDA ARE ARE NOT ATTACHED

(BLOCK 5), INCLUDING ANY ADDITIONS OR CHANGES WHICH ARE

SET FORTH HEREIN, IS ACCEPTED AS TO ITEMS:

. YOUR OFFER ON SOLICITATION

28. CONTRACTOR IS REQUIRED TO SIGN THIS DOCUMENT AND RETURN

% FOR:SET ASIDE:UNRESTRICTED OR X

SMALL BUSINESSX

17a.CONTRACTOR/ CODE FACILITY

OFFEROR CODE

U.S. ARMY CORPS OF ENGINEERS, OMAHA DIST

CONTRACTING OFFICE

1616 CAPITOL AVENUE

OMAHA NE 68102-4901

18a. PAYMENT WILL BE MADE BY CODE

RATED ORDER UNDER

DPAS (15 CFR 700)

13a. THIS CONTRACT IS A

13b. RATING

CODE15. DELIVER TO CODE 9682AG 16. ADMINISTERED BY

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

COE TRI-LAKES PROJECT OFFICE

SCOTT FRANKLIN

USAED, OMAHACENWO-OD-TL

9307 SOUTH WADSWORTH

LITTLETON CO 80128

TEL: (720)922-3845 FAX:

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$8,000,000

NAICS:

811310

X

OFFER DATED

29. AWARD OF CONTRACT: REF.

DELIVER ALL ITEMS SET FORTH OR OTHERWISE IDENTIFIED ABOVE AND ON ANY

COPIES TO ISSUING OFFICE. CONTRACTOR AGREES TO FURNISH AND

EMAIL:

TEL:

31c. DATE SIGNED

SEE SCHEDULE

SCHEDULE OF SUPPLIES/ SERVICESITEM NO. QUANTITY UNIT UNIT PRICE AMOUNT

24.22.21.19.

WOMEN-OWNED SMALL BUSINESS (WOSB)

ELIGIBLE UNDER THE WOMEN-OWNED

SMALL BUSINESS PROGRAM

EDWOSB

32g. E-MAIL OF AUTHORIZED GOVERNMENT REPRESENTATIVE

SOLICITATION/CONTRACT/ORDER FOR COMMERCIAL ITEMS

(CONTINUED)

PAGE 2 OF67

ACCEPTED, AND CONFORMS TO THE CONTRACT, EXCEPT AS NOTED: ______________________________________________________

32a. QUANTITY IN COLUMN 21 HAS BEEN

RECEIVED INSPECTED

32b. SIGNATURE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32c. DATE 32d. PRINTED NAME AND TITLE OF AUTHORIZED GOVERNMENT

REPRESENTATIVE

32e. MAILING ADDRESS OF AUTHORIZED GOVERNMENT REPRESENTATIVE 32f . TELEPHONE NUMBER OF AUTHORIZED GOVERNMENT REPRESENTATIVE

37. CHECK NUMBER

FINALPARTIALCOMPLETE

36. PAYMENT35. AMOUNT VERIFIED

CORRECT FOR

34. VOUCHER NUMBER

FINAL

33. SHIP NUMBER

PARTIAL

38. S/R ACCOUNT NUMBER 39. S/R VOUCHER NUMBER 40. PAID BY

41a. I CERTIFY THIS ACCOUNT IS CORRECT AND PROPER FOR PAYMENT

41b. SIGNATURE AND TITLE OF CERTIFYING OFFICER 41c. DATE

42a. RECEIVED BY (Print)

42b. RECEIVED AT (Location)

42c. DATE REC'D (YY/MM/DD) 42d. TOTAL CONTAINERS

STANDARD FORM 1449 (REV. 2/2012) BACK

Prescribed by GSA – FAR (48 CFR) 53.212

AUTHORIZED FOR LOCAL REPRODUCTION

PREVIOUS EDITION IS NOT USABLE

SEE SCHEDULE

20.

SCHEDULE OF SUPPLIES/ SERVICES

21.

QUANTITY UNIT

22. 23.

UNIT PRICE

24.

AMOUNT

19.

ITEM NO.

Section SF 1449 - CONTINUATION SHEET

PRICING SCHEDULE

PRICING SCHEDULE

ITEM NO.

DESCRIPTION QUANTITY UNIT AMOUNT

BASIC ITEMS

All equipment, materials, labor, and operations required to refurbish service gate #1.

1 Job $_______________

All Remaining work. The work for this item shall include but not be limited to mobilization and demobilization; general clean-up; and any other incidental and customarily performed work needed to complete work not covered by CLIN 0001.

1 Job $_______________

TOTAL BASIC AMOUNT $___________________

OPTIONAL ITEMS

[Option 01]

All equipment, materials, and operations required to replace 1-1/2” ball valves in the supply and return hydraulic piping near each hoist cylinder (Unit #1 thru Unit #5).

10 EA $_______________

TOTAL AMOUNT (Basic Plus Option Items) $___________________

NOTES:

1. Prices must be entered for all items of the schedule. Total amounts submitted without prices being entered on individual items will be rejected. Additions will be subject to verification by the Government. In case of variation between the Job (lump-sum) prices and the total amount, the lump-sum prices will be considered the price submitted.

PERFORMANCE WORK STATEMENT

Performance Work Statement

(PWS)

Rehab Service Gate Stem No. 1 (Intake Structure)

Cherry Creek Dam, CO

May 2021

US Army Corps of Engineers

This page was intentionally left blank for duplex printing.

W9128F21Q0064

Contents

1. General Information

1.1 Background

1.2 Scope of Work

1.3 Period of Performance

1.4 Contractor Personnel

1.5 Quality Control

1.6 Quality Assurance

1.7 Hours of Operation10

1.8 Pre-Work Meeting

1.9 Submittals

1.10 Standards and Requlations

1.11 Physical Security

1.12 Antiterrorism/Operation Security Requirements

1.13 Payment

2. Definitions

2.1 Acceptable Level of Performance (ALP)

2.2 Contracting Officer’s Representative (COR)

2.3 Performance-Based Contract (FAR 2.101)

2.4 Performance Requirements Summary (PRS)

3. Government Furnished Items and Services

3.1 Services, Facilities and Equipment

3.2 Utilities

4. Contractor Furnished Items and Responsibilities

4.1 General

5. Specific Tasks

6. Performance Requirements Summary

7. Attachments

1. General Information

The Cherry Creek Dam and Reservoir Project located in Arapahoe County, Colorado southeast of Denver, is one unit in the comprehensive plan for flood control of the South Platte River Basin, in Colorado, Wyoming and Nebraska. The principal project features are a rolled earth-fill dam 14,300 feet long, a spillway cut through a ridge which forms the right rim of the reservoir, an outlet works consisting of an intake tower, a triple conduit and stilling basin. The outlet works is located in the right abutment. The outlet works discharge channel flows back into Cherry Creek. The outlet works structures consist of an approach channel, intake structure (tower), a triple barrel concrete conduit, stilling basin and service bridge. The intake tower contains five rectangular water passages with a 6 ft x 9 ft slide gate in each to control the water flow. The deck is housed by a reinforced concrete superstructure and contains a diesel stand-by generator, a 15-ton overhead crane with 7½ ton auxiliary electric chain hoist and recording instruments. In addition, the operating deck houses all service gate hoist and low flow by-pass valve controls, position readouts, and service gate hoist power units. A steel stairway provides access between the lower hoist room and the upper operating deck.

1.1 Background

During the recent inspection, a cracked water packing gland was observed on the stem of hydraulic hoist cylinder serving Service Gate No. 1 in the Intake Tower. Although the gland is cracked, there is currently no compromise in the function of Service Gate No.1. Additionally, leaks were observed in the hydraulic system piping, fittings, and the automatic brake system cylinders. A notable amount of pitting and scratches were also observed on the piston rod (gate stem).

1.2 Scope of Work

This is primarily a service contract to replace the cracked stem water packing gland on the hydraulic hoist serving Service Gate No. 1 at Cherry Creek Dam, Aurora, CO. At a minimum, the services for replacement of the packing gland include; disassembly of the hydraulic cylinder, draining the hydraulic fluid, lifting the cylinder from its foundation, investigation of the reason for the cracked gland, replacement of the gland, determination whether any other damage has occurred to the stem and re-seating of the cylinder in its normal functioning position. In addition to water packing gland replacement, following work to be performed after disassembly of the hydraulic cylinder as a part of this contract;

Refurbish (clean, polish, measure, repair, and re-chrome) the piston rod (gate stem) and automatic gate hanger cylinder rods at the contractor’s off-site facility Clean and inspect piston and piston rings (an inspection report shall be prepared including photos of the cleaned items and documentation of overall conditions. If the conditions warrant the repair or replacement, the report shall clearly indicate all costs associated with such work)

Replace oil packing, glands, studs, and nuts in the automatic gate hanger assembly Replace oil packing and glands in the main hydraulic cylinder Replace water packing in the main hydraulic cylinder Replace gate bonnet studs and nuts (replace bonnet gasket if present) Replace hydraulic cylinder gaskets Cut a groove in the existing water packing seat and install new scraper style wiper (replace studs and nuts) Replace cap screws (total 28 ea.)of the gate lower stem nut access cover Replace 1-1/2” ball valves (total 10 ea.) in hydraulic supply and return lines (Bid Option- Note that to perform this work, the entire volume of the hydraulic system oil in piping between each cylinder and the main reservoir may need to be drained.)

It shall be noted that the work specified herein may require the contractor to mobilize /demobilize multiple times during the course of the contract. Also in some cases, removal and replacement of ancillary items may be required but not stated in the SOW, and any or all of the SOW actions may be adjusted, changed or omitted depending on actual site conditions and with authorization from USACE.

It shall be noted that the automatic gate hanger cylinder head may contain lead-based paint. The contractor shall ensure that workers are protected from exposure to lead-based paint particulate during the work on or around such item, and shall also ensure that all debris resulting from the work is collected and properly disposed in accordance with all applicable federal, state, and local regulations.

The government will not exercise any supervision or control over the contract service providers performance of the services herein. Such contract service providers shall be accountable solely to the contractor who, in turn is responsible to the government. This is a fixed priced, performance-based service contract where the government defines and measures desired outcomes, while contractor methods are generally not constrained or directed.

Prior to the start of any work, the contractor shall meet with Government/US Army Corps of Engineers USACE Tri- Lakes Project Office personnel to review all aspects of this contract, including a walk-thru inspection at the work site. This inspection is to protect the contractor and USACE from any disputes of equipment damage or abuse. Notes and/or pictures shall be taken of the condition of equipment that will be used by the Contractor in the general area that might appear to have some existing damage or show signs of use. Representatives of both the USACE and the Contractor shall sign the inspection report. The Contractor shall then be free to proceed with the work.

1.3 Period of Performance

The period of performance shall be 160 calendar days after award.

1.4 Contractor Personnel

1.4.1 General

The contractor shall perform all work under this contract using his or her own qualified employees on the contractor’s own payroll except as provided in Paragraph 1.4.2 Subcontracting.

1.4.2 Subcontracting

The contractor shall not subcontract any work without written approval of the Contracting Officer. Compliance with the provisions of this contract by subcontractors shall be the responsibility of the contractor.

1.5 Quality Control

1.5.1 The contractor shall designate, in writing, an employee who shall serve as the contact for matters involving quality and performance or nonperformance of the required work stated in this PWS. The employee(s) shall be qualified and fully competent with full authority to act for, and on behalf of, the contractor as necessary to ensure that the required work is performed in accordance with the standards contained herein. The contractor shall furnish the above written designation to the USACE Contracting Officer or Contracting Officer’s Representative (COR) no later than the first day of work. The contractor shall include the name(s), address(s), and telephone number(s) of the responsible individual(s).

1.5.2 The Contracting Officer reserves the right to disapprove any individual whom she/he considers incompetent to perform the work required. The Contracting Officer will provide a written notice of any disapproval to the contractor.

1.6 Quality Assurance

The government will use the methods stated in this PWS to ensure that the Contractor is performing the services required by this PWS in an acceptable manner. The Government may use Quality Assurance Evaluators (QAE(s)) to provide assistance with the quality assurance methods.

1.6.1 The government has the right to inspect all services called for by the contract, to the extent practicable at all times and places during the term of the contract. The government shall perform inspections in a manner that will not delay the work.

1.6.2 If any of the services do not conform to contract requirements, the government may require the contractor to perform the services in conformity with contract requirements and at no increase in cost. If the contract requirements are not met after a second attempt the government may (1) require the contractor to take necessary action to ensure that future performance conforms to contract requirements and (2) reduce the contract price to reflect the reduced value of the services performed.

1.6.3 Upon verification of a validated customer complaint or corrective action report, the Contracting Officer or COR will notify the contractor that they are required to re-perform specific services within 14 calendar days of the verification.

1.6.4 The government may take action, if the contractor fails to perform the services again or to take the necessary action to ensure future performance is in conformity with the contract requirements. The government may (1) by contract, or otherwise, perform the services and charge to the contractor any cost incurred by the government that related to the performance of such service or (2) terminate the contract in whole or in part.

1.6.5 The contractor is responsible to replace/repair any damage to government property due to negligence, at his or her own cost. The government may take action, if the contractor fails to replace/repair any damage to government property. The government may (1) by contract, or otherwise, replace/repair damaged government property and charge to the contractor any cost incurred by the government to replace/repair any damage.

1.7 Hours of Operation

The contractor is responsible for conducting business, between the hours of 7:00am - 5:30pm Monday thru Friday except Federal holidays or when the Government facility is closed due to local or national emergencies, administrative closings, or similar Government-directed facility closings. The Contractor must maintain an adequate workforce for the uninterrupted performance of all tasks defined within this PWS when the Government facility is not closed for the above reasons. When hiring personnel, the Contractor shall keep in mind that the stability and continuity of the workforce are essential.

1.8 Pre-Work Meeting

Prior to commencing any activities, the contractor shall arrange a Pre-work Meeting with the COR. The Meeting shall discuss the work requirements, scheduling, submittal process, review of the Activity Hazard Analysis (AHA), and Abbreviated Accident Prevention Plan (AAP). At least one (1) week prior to commencing work, the Contractor shall coordinate their proposed work schedule with the COR.

1.9 Submittals

Prior to commencement of services, the Contractor shall submit the following documents to the COR for review and approval. Government approval is required for submittals with a "G" classification.

SD-01 Preconstruction Submittals Preconstruction submittals that are required prior to or commencing with the start of work shall be submitted within 30 calendar days of contract award unless specified elsewhere in the PWS.

Activity Hazard Analysis (AHA); G-AO

Abbreviated Accident Prevention Plan (APP) ; G-AO

Identification of Contractor Employees & Vehicles; G-AO

Proof of Insurance for Contractors and Subcontractors; G-AO

Technical scope of work (Work Plan) with USACE-verified ordered steps; G-AO

SD-03 Product Data Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work. Samples of warranty language.

Oil and Water Packing, Glands, and Seats; G-AO

Gaskets; G- AO

Scraper Seal (Bar); G- AO

Bolts, Screws, Nuts, And Washers; G- AO

Warranty; G-AO

SD-09 Report Documentation of the measurement and verification actions taken by contractor at the job site or on a sample taken from the job site, on a portion of the work, during or after installation, to confirm compliance with manufacturer's standards or instructions. The documentation must be signed by an authorized official of a testing agency.

Inspection Report; G-AO

The report shall include photos and descriptions documenting the existing conditions of the items subject to replacement and refurbishment. All ancillary items not listed in the paragraph 1.2 but are necessary to be repaired must be clearly identified and recorded in this document. In such case, the report shall clearly indicate the anticipated level of work, schedule, and itemized cost.

SD-11 Closeout Submittals

As-builts; G-AO

Contractor may utilize the bridging drawings however all as-built conditions must be recorded after completion of the contract work. The final as-builts shall be submitted no later than 2 weeks after completion of on-site work.

Final Report; G-AO

In conjunction with as-builts, the final report including photos of all refurbished and replaced components shall be prepared and submitted no later than 4 weeks after completion of on-site work.

1.9.1 Submittal Procedures

a. SUBMITTALS. During the performance of this contract, the Contractor will be required to submit to the Contracting Officer for approval, review, or for information only certain descriptive literature, data, fabrication drawings, shop drawings, diagrams, test reports, samples, certificates, etc., as identified below. The required submittals will be submitted in the number of copies and directed to the address as shown below.

b. SUBMITTAL FORM. The attached submittal form (ENG Form 4025) will be used for transmitting the submittals. This form may be reproduced by the Contractor and shall be properly executed by filling out all the heading blank spaces and identifying each item submitted. Special care should be taken to ensure proper listing of the specification paragraph and/or sheet number of the contract drawing pertinent to the data submitted for each item.

c. ACTION REQUIRED. If the submittal is for information only or for review, work will continue unless the Contracting Officer notifies the Contractor that the submittal fails to indicate that the material, method, test, etc., conforms to the specification. If the submittals require approval, such submittal must be submitted to and approved by the Contracting Officer prior to performance by the Contractor.

d. MEANING OF APPROVALS. The submittal returned to the Contractor shall be marked as noted on the back of ENG Form 4025. The approval of the submittal by the Contracting Officer shall not be construed as a complete check, but will indicate only that the general method of prosecution and detailing is satisfactory. Approval will not release the Contractor of the responsibility for any error which may exist as the Contractor is responsible for satisfactory prosecution and detailing of all the work.

e. WHEN NOT APPROVED. The Contractor shall make all corrections required by the Contracting Officer and promptly furnish a corrected submittal in the form and the number of copies as specified in the initial submittal.

f. WITHHOLDING OF PAYMENT. Payment for materials incorporated in the work will not be made if required approvals have not been obtained.

g. SENDING OF SUBMITTALS. The Contracting Officer may request submittals in addition to those listed when deemed necessary to adequately describe the work covered in the respective sections or drawings. Prior to submittal, all items shall be checked and approved by the Contractor and each respective transmittal form (ENG 4025) shall be stamped, initialed, and dated by the Contractor certifying that the accompanying submittal complies with the contract requirements.

h. “G-DO” Submittals. For submittals identified herein as “G-DO” the Contractor shall submit one (1) reproducible and (1) print of the drawing. All “G-DO” Government Approved submittals are noted as “G-DO” in the technical specifications and shall be mailed to the Omaha District: U.S. Army Engineer District, Construction Division, Attn:

CENWO-CD-S-TS, 1616 Capitol Avenue, Omaha, NE 68102.

i. “G-AO” and “FIO” Submittals. For submittals identified herein as “G-AO” the Contractor shall submit one (1) digital copy (pdf format). All “G-AO” Government Approved submittals are noted as “G-AO” in the technical specifications and shall be sent to the Tri-Lakes Project Office. Submittals not requiring Government approval have no notation and are “For Information Only” and shall be submitted to the Tri-Lakes Project Office.

1.10 Standards and Regulations.

The Contractor shall perform to the standards in the contract and comply with all Local, State, and Federal Regulations during the services performed. The Contractor is responsible for ascertaining the extent to which these regulations affect the operations resulting from this contract. The Contractor shall comply will all applicable regulations. Applicable regulations include, but are not limited to the following:

1.10.1 Code of Federal Regulations (CFR), Title 36, Chapter III, Part 327, Rules and Regulations Governing Public Use on Corps of Engineers Water Resource Development Projects EP 1165-2-316

(http://www.publications.usace.army.mil/Portals/76/Publications/EngineerPamphlets/EP_1165-2- 316.pdf?ver=2013-08-22-104526-670)

1.10.2 Engineering Manual (EM) 385-1-1 (USACE – Safety and Health Requirements Manual), dated November 2014;

http://www.publications.usace.army.mil/Portals/76/Publications/EngineerManuals/EM_385-1-1.pdf

1.10.3 Occupational Safety and Health Standards (29 CFR 1910);

1.10.4 Activity Hazard Analysis (AHA)- The contractor shall prepare the AHA in accordance with Paragraph 01.A.14 or 01.A.15 of the EM 385-1-1. If using Paragraph 01.A.15, prepare the AHA IAW Figure 1-2.

Note: Contractors and other individual employer’s typically use Job Safety Analyses (JSAs), Job Hazard Analyses (JHAs), or similar Risk Management assessment tools. The government considers equivalent to, and acceptable substitutes for, the USACE’s AHA provided the data collected is the same as that required by the AHA, commensurate with the type of services the contractor is performing.

1.10.5 Abbreviated Accident Prevention Plan (APP) - EM 385-1-1 in its entirety may be too complex for the type of work performed under these contracts; contractors may reference Appendix A, for abbreviated Accident Prevention Plan (APP). The contractor shall only need to submit items in Appendix A that are pertinent to the contract. The contractor shall use a qualified person to prepare the site-specific abbreviated Accident Prevention Plan (APP). The contractor shall prepare the APP in accordance with the format and requirements of the EM 385-1- 1 and supplemented herein. The contractor shall sign and submit the APP for approval prior to the start of work onsite.

1.11 Physical Security

1.11.1 The contractor shall be responsible for safeguarding all government facilities, property, and materials provided for contractor use. The contractor shall secure all government facilities, property, and materials. Specific security conditions may change based on threats to national defense and based on the risk of specific facilities to these threats. The contractor shall always abide by these changing conditions, as applicable.

1.11.2 The contractor shall ensure all keys issued by the government are not lost, stolen, duplicated, or used by unauthorized persons.

1.11.3 The Contractor shall immediately report to the COR any occurrences of lost or stolen keys.

1.11.4 In the event keys, other than master keys are lost or stolen, the contractor may be required, upon written direction of the COR, to re-key or replace the affected lock or locks without cost to the government. The government may, however, at its option, replace the affected lock or locks or perform re-keying and deduct the cost of such from the payment due the contractor. If a master key is lost or stolen, the government may need to replace all locks and keys for that system. The government will deduct the total cost to replace the locks and keys from the contractor’s invoice.

1.11.5 The contractor shall prohibit the use of keys issued by the government by any persons other than the contractor’s employees. The contractor shall not facilitate access of secured areas to persons other than contractor personnel or subcontractors engaged in performance of contract work requirements.

1.12 Antiterrorism/Operation Security Requirements

1.12.1 Access and General Protection/Security Policy and Procedures

All contractor and all associated sub-contractor’s employees shall comply with applicable installation, facility and area access and local security policies and procedures (provided by the COR). The contractor shall also provide all information required for background checks to meet installation/facility access requirements to be accomplished by Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements (FAR clause 52.204-9, Personal Identity Verification of Contractor Personnel) as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in contractor security matters or processes.

1.13 Payment

1.13.1 The government will make payment upon completion of all services, after the government has inspected and accepted the services, and the government has reviewed, approved, and processed the contractor’s invoice. The contractor shall submit the invoice to the COR or any other person that the COR has designated to receive the invoice.

1.13.2 The contractor must provide the contractor’s name, address, contract number, period of services completed (i.e., for the month of January or for the period of performance of January 1 through February 23), CLIN number and specific quantities of work performed (i.e., 1 Month, 40 days, 100 acres, etc.), and total requested, for an invoice to be considered proper. The contractor shall submit the invoice by the fifth (5th) of the month for services completed the previous month or submit the invoice upon completion of all services, in accordance with the period of performance stated in the CLIN.

2. Definitions

The following definitions and descriptions apply wherever the word(s) or phrase(s) is/are stated in this

PWS:

2.1 Acceptable Level of Performance (ALP)

The maximum percent defective, the maximum number of defects per hundred units, or the number of defects in a lot considered satisfactory on the average. The allowable leeway or variance from a standard before the government will reject the specific service.

2.2 Contracting Officer’s Representative (COR)

means an individual designated as authorized in writing by the Contracting Officer to perform specific technical or administrative functions.

2.3 Performance-Based Contract (FAR 2.101)

Structuring all aspects of an acquisition around the purpose of the work to be performed with the contract requirements set forth in clear, specific, and objective terms with measurable outcomes as opposed to either the manner by which the work is to be performed or broad and imprecise.

2.4 Performance Requirements Summary (PRS)

The PRS shows contract requirements, the component requirements related to each contract requirement, the price of each work requirement as a percentage of the associated contract requirement (Fixed Price Contracts), the standard of performance, and the acceptable level of performance (ALP) for each work requirement.

3. Government Furnished Items and Services

3.1 Services, Facilities and Equipment

The Government will provide the tower upper-level handrail fall-protection system, the 7.5-Ton Tower Crane, tool transport box, spanner wrench, and 10-ton auxiliary rigging beam and scale. The Government will operate or supervise the raising and lowering of Gate #1 and will assist the Contractor in adding blocking under Gate #1 to allow leakage flow.

3.2 Utilities

The Government will provide existing tower 110V power for use by the Contractor. The Contractor is responsible to know the limitations of the existing power facilities and will be responsible to repair all power-related accidents or outages. The Contractor will be responsible to provide all other utilities, including but not limited to, water, restroom facilities or used oil capture or clean-up facilities, and will instruct employees in utilities conservation practices.

4. Contractor Furnished Items and Responsibilities

4.1 General

The Contractor shall furnish all supplies, equipment, facilities, and services required to perform work under this contract that are not listed under Section 3 of this PWS.

5. Specific Tasks

5.1 Prior to the start of any work, the Contractor shall meet with USACE Tri-Lakes Project Office personnel to review all aspects of this contract, including a walk-through inspection at the work site. This inspection is to protect the Contractor and USACE from any disputes of equipment damage or abuse. Notes and/or pictures shall be taken of the condition of equipment that will be used by the Contractor in the general area that might appear to have some existing damage or show signs of use. Representatives of both the USACE and the Contractor shall sign the inspection report. The Contractor shall then be free to proceed with the work. It shall be noted that the specific tasks herein are for general guidance only. The contractor shall be fully responsible to develop the work plan, all safety procedure, and closely coordinate Lock Out Tag Out (LOTO) with the Tri-Lakes project personnel.

5.2 USACE personnel will train the Contractor in the operation of the gate No. 1 hydraulic cylinder. Only the gate No. 1 hoist will be operated. Under no circumstances will other hydraulic cylinders be operated.

5.3 On the upper tower level, remove gate No. 1 well covers, cover support beams and install the USACE handrail system on the upper operating level.

5.3.1 The Contractor shall strictly adhere to the USACE-approved fall protection plan when working around open gate wells.

5.3.2 Use of the 7.5-ton overhead bridge crane to remove the gate well covers after installing the handrail system.

5.4 Inspect the 7.5-ton overhead bridge crane and prepare it to lift the cylinder from its mounting. The larger 15-ton crane cannot access the cylinder center line and shall not be used.

5.5 Transport Contractor-furnished and installed wood cribbing blocks to the lower level using the USACE-furnished tool transport box attached to the 7.5-ton crane. These blocks will be used as safety blocking to support the cylinder assembly on its bonnet face after lifting.

5.6 Using the tool transport box, transport to the lower level needed tools and a clean oil drum and / or 5 gallons buckets to contain removed oil.

5.7 USACE personnel will place an emergency gate in slot #1 so work can be completed on Service Gate #1.

Contractor will need to place Lock-Out/Tag-Out protection on Service Gates #1 & 2 and Low-Flow Gate #1.

5.8 Prepare for wet tunnel access up to the emergency gates. An air monitoring device and radio communications shall be in use during all personnel access of the wet tunnel, which is a non-permit confined space (a competent person shall be present outside of the outlet works tunnel) . The Contractor should anticipate that there will be some water in the tunnel from leakage at the emergency gate, and so should place adequate minor blocking under Service Gate #1 when it is in the closed/down position so water does not back up behind the Service Gate. After the wet tunnel is secure, transport the USACE-furnished spanner wrench and any other required tools to the wet tunnel to remove the lower leaf nut recess cover plate and the lower alloy leaf nut. The Contractor should expect that some or all of the recess cover cap screws will be “frozen” in place, causing difficulty in removing the access cover plate, and shall replace all of these screws with flat socket cap screws.

5.9 Attach rigging to the stem extension at the top of the cylinder using the USACE-furnished threaded eye bolt while the gate is still in the lowered position.

5.10 Using the hydraulic system, completely raise the hydraulic cylinder stem. This will push the top stem extension shaft out of the service gate and top out the piston. Note: The control valves at the operating floor are spring return to open centers.

5.11 Once retracted, close the 1-1/2” ball valves in the hydraulic supply and return lines near the wall.

5.12 Oil in the cylinder does not need to be removed for weight, but there are no isolation valves at the cylinder and the hydraulic hoses connected to the cylinder are not long enough to allow the cylinder to be raised with the hoses still connected. With the gate stem fully raised, oil shall be drained from the cylinder by removing the cap or air vent at the very bottom of the lower pipe connection. As the oil is being removed it shall be collected and placed into clean containers. (There is approximately 300 gallons of oil in the cylinder when in the raised position.) No attempt shall be made to disconnect the hoist hydraulic hoses until the crane has been attached to the upper stem extension, the gate stem is in the fully raised position and the oil has been removed from the cylinder. The crane should be connected before draining oil, as the automatic gate hanger assembly (brake) may not adequately hold the stem. The Contractor shall be responsible for the loss or spill of oil. If oil is spilled the Contractor shall clean all concrete surfaces and items covered with a solvent solution. The Contractor must mitigate any oil leakage out into the stilling basin and into Cherry Creek after consultation and approval of USACE.

5.13 With the hoist connected to the stem extension, the stem fully retracted and the oil removed from the cylinder, the upper hydraulic hose shall be disconnected from the cylinder and the lower hydraulic hose shall be disconnected from the hydraulic piping, adjacent to the isolation valve. The free end of the lower hydraulic hose shall be connected to the cylinder upper hose connection. The free end of the upper hydraulic hose shall be connected to the lower hydraulic piping. This will cause the cylinder and the piping to be “looped” preventing leakage of oil from both the piping system and the cylinder.

5.14 With the crane still connected to the stem extension, relax the pull from the crane (approximately 10 inches.)

Remove three (3) brass studs equally spaced around the upper flange of the cylinder / cylinder head assembly. Install three (3) Contractor furnished 1-7/8” lifting eyebolts which are capable of lifting the required load. Contractor furnished rigging and / or slings shall be installed between the newly installed lifting eyebolts and the central clevis, making sure that the rigging does not interfere with the cylinder head. The crane should now be set up to lift the cylinder and bonnet cover assembly from the cylinder upper flange, and the gate stem and piston assembly from the stem extension.

5.15 Remove the forty-two (42) 1-5/8” diameter bonnet cover nuts from the studs taking care not to damage the gasket and seal, if there is one, between the bonnet and the bonnet seat plate. The gasket, studs and nuts shall be replaced with new when reinstalling the bonnet.

5.16 Using the 7.5-ton crane, raise the entire cylinder assembly approximately 6 feet or until the bottom of the stem is above the bonnet seating plate.

5.17 Crib up to each end of the bonnet and lower the hoist down to rest on the cribbing. For safety, crib up as the hoist is rising. Contractor shall furnish and transport all cribbing. Lifted assembly shall at all times remain attached and “snugged” to the 7.5-ton crane, even when the hoist is cribbed.

5.18 Cover the opening in the floor with plywood and / or tarps for safety and to keep from dropping parts or tools into the gate well. Any items dropped shall be retrieved by the Contractor. The opening and gate well are considered confined spaces.

5.19 The Contractor shall record existing conditions of the gate stem (cylinder rod). Once inspected and recoded, the gate stem shall be properly crated and shipped to the contractor’s off-site facility where the gate stem is to be refurbished.

5.20 The upper gate leaf nut and spacer can now be removed. MARK OR MEASURE THE POSITION OF THE LEAF NUT IN RELATION TO THE END OF THE GATE STEM. Record the information.

5.21 Inspect integrity of the water packing seat. Replace water packing. Cut a groove in the water packing seat and install new scraper seal type wiper. When being re-installed, the water packing seat shall be installed using six (6) new stainless steel (in lieu of existing brass) studs and nuts.

5.22 Raise the entire assembly slightly to allow for the removal of cribbing and the temporary cover over the gate slot. Lower the entire assembly showing care to align the bolt holes of the bonnet and the bonnet seat plate to facilitate the bolting of the bonnet back into place and to align the gate stem such that it is not damaged during the lowering operation.

5.23 Install contractor furnished new bonnet cover nuts and studs taking care not to damage the gasket between the bonnet and the bonnet seat plate, if there is one.

5.24 Remove the twenty (20) 1-3/4” diameter studs and nuts holding the bonnet to the cylinder. Lift the cylinder/head assembly using care to continue to align the stem during the lift. Raise the assembly to the point that the threads in the stem for the lower leaf nut move past the water packing gland such that there is room to remove the water packing gland and install the new gland. Replace cylinder gaskets with new. Replace the oil packing gland, oil packing seat, and the oil packing.

5.25 Install the new water packing gland using the four (4) existing brass 7/8” studs.

5.26 Lower the cylinder/head assembly using care to align the gate stem such that the brass gland is not damaged.

Align the bolt holes between the cylinder and the bonnet cover and reattach the cylinder/head assembly to the bonnet cover using the twenty (20) 1-3/4” diameter stud bolts. Raise the cylinder and bonnet to reinstall the upper leaf nut and spacer.

5.27 Prior to lowering and reseating the cylinder assembly the Contractor and USACE personnel shall inspect all work on the cylinder, the bonnet gasket or seals, and the condition of the top of the service gate.

5.28 If satisfactory, the hoist can be lowered, reseating the bonnet, and reinserting the gate stem into the service gate. Provide 2 beads of water-proof sealant or suitable watertight gasket between the bonnet cover and the bonnet seating plate. The bonnet nuts shall be reinstalled and torqued evenly and all connection to the cylinder can be restored. USACE personnel shall be present until the bonnet is seated.

5.29 The Contractor shall again travel up the tunnel to reinstall the gate leaf nut and cover plate. All cover plate brass hardware shall be replaced by the Contractor with new hardware.

5.30 The Contractor shall be responsible for refilling with oil and bleeding the air out of the hydraulic system to the satisfaction of USACE. Air vent valves are available on the piping at appropriate locations. Old oil may be reused, or it can be recycled, and new oil added. New or used oil must be filtered thru a 5-micron filter prior to being added to the system. Hydraulic oil shall be Chevron Rykon Premium Oil ISO 32, or equivalent ISO 32 Oil.

5.31 With a USACE representative present, test the operation of the gate and cylinder while bleeding any air from the system.

5.32 Upon satisfactory completion of the project, all work areas shall be thoroughly cleaned and restored to their previous state. Access hatches shall be reinstalled. The Contractor shall lightly brush touch up the paint on any disturbed coating areas on the cylinder that were disturbed under this contract only. The silver colored paint is aluminum-based enamel and any other areas shall be alkyd-based enamel. Color shall match the existing.

6. Performance Requirements Summary

The contractor service requirements are summarized into performance objectives that relate directly to mission essential items. The performance threshold briefly describes the minimum acceptable levels of service required for each requirement. These thresholds are critical to mission success.

Performance Objective

Standard Performance Threshold (This is the maximum error rate. It could possibly be “Zero deviation from standard”)

Method of Surveillance

PRS # 1.

The contractor shall provide all replacement parts and install all parts in accordance with Section 1.2 and Section 5.

provide all replacement parts and install all parts in accordance with this

PWS.

Zero Deviation from Standard

100% Inspection by the COR.

PRS # 2.

Submittals including- Pre-performance submittals, product data, Reports, and Close-out Submittals provide all submittals listed in the section 1.9 in accordance with Submittal procedures in the section 1.9.1

Zero Deviation from Standard

100% Review / Approval by Tri lakes Office and/or District Office.

7. Attachments

Drawings – Cherry Creek Colorado – Rehab Service Gate Stem No. 1 - May 2021

15 Pages

SITE VISIT

52.237-1 SITE VISIT (APR 1984)

Offerors or quoters are urged and expected to inspect the site where services are to be performed and to satisfy themselves regarding all general and local conditions that may affect the cost of contract performance, to the extent that the information is reasonably obtainable. In no event shall failure to inspect the site constitute grounds for a claim after contract award.

Site Visit Information:

An optional but highly recommended site visit is scheduled for July 28, 2021 at 10:00AM MDT at the Cherry Creek Dam Tower.

Contractors interested in seeing the site need to make a reservation with Scott Franklin at (303) 507-1368 or by email at Jon.S.Franklin@usace.army.mil by 3:00pm MDT on July 26, 2021. Contractors are to meet at the Cherry Creek Dam Tower located off of Dam Road.

(End Provision)

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Refurbish Service Gate #1

FFP

All equipment, materials, labor, and operations required to refurbish service gate #1.

FOB: Destination

PSC CD: J036

NET AMT

0002 1 Job All Remaining Work

FFP

All Remaining work. The work for this item shall include but not be limited to mobilization and demobilization; general clean-up; and any other incidental and customarily performed work needed to complete work not covered by

CLIN 0001.

0003 10 Each OPTION Replace 1 1/2" Ball Valves

FFP

All equipment, materials, and operations required to replace 1-1/2” ball valves in the supply and return hydraulic piping near each hoist cylinder (Unit #1 thru Unit #5).

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 0002 Destination Government Destination Government 0003 Destination Government Destination Government

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 160 dys. ADC 1 COE TRI-LAKES PROJECT OFFICE

SCOTT FRANKLIN

USAED, OMAHACENWO-OD-TL

9307 SOUTH WADSWORTH

LITTLETON CO 80128

(720)922-3845

9682AG

0002 160 dys. ADC 1 (SAME AS PREVIOUS LOCATION)

0003 160 dys. ADC 10 (SAME AS PREVIOUS LOCATION)

CLAUSES INCORPORATED BY REFERENCE

52.203-17 Contractor Employee Whistleblower Rights and Requirement

To Inform Employees of Whistleblower Rights

JUN 2020

52.204-4 Printed or Copied Double-Sided on Postconsumer Fiber Content Paper

MAY 2011

52.204-7 System for Award Management OCT 2018 52.204-9 Personal Identity Verification of Contractor Personnel JAN 2011 52.204-13 System for Award Management Maintenance OCT 2018 52.204-18 Commercial and Government Entity Code Maintenance AUG 2020 52.204-21 Basic Safeguarding of Covered Contractor Information

Systems

JUN 2016

52.204-23 Prohibition on Contracting for Hardware, Software, and Services Developed or Provided by Kaspersky Lab and Other Covered Entities.

JUL 2018

52.204-24 Representation Regarding Certain Telecommunications and Video Surveillance Services or Equipment.

OCT 2020

52.204-25 Prohibition on Contracting for Certain Telecommunications and Video Surveillance Services or Equipment.

AUG 2020

52.209-10 Prohibition on Contracting With Inverted Domestic Corporations

NOV 2015

52.212-1 Instructions to Offerors--Commercial Items JUN 2020 52.222-22 Previous Contracts And Compliance Reports FEB 1999 52.222-25 Affirmative Action Compliance APR 1984 52.223-5 Pollution Prevention and Right-to-Know Information MAY 2011 52.223-17 Affirmative Procurement of EPA-Designated Items in Service and Construction Contracts

AUG 2018

52.225-1 Buy American--Supplies JAN 2021

52.225-25 Prohibition on Contracting with Entities Engaging in Certain Activities or Transactions Relating to Iran-- Representation and Certifications.

JUN 2020

52.232-39 Unenforceability of Unauthorized Obligations JUN 2013 52.232-40 Providing Accelerated Payments to Small Business

Subcontractors

DEC 2013

52.233-1 Disputes MAY 2014 52.233-4 Applicable Law for Breach of Contract Claim OCT 2004 52.237-2 Protection Of Government Buildings, Equipment, And

Vegetation

APR 1984

52.242-14 Suspension of Work APR 1984 52.242-15 Stop-Work Order AUG 1989 52.249-1 Termination For Convenience Of The Government (Fixed

Price) (Short Form)

APR 1984

252.201-7000 Contracting Officer's Representative DEC 1991 252.203-7002 Requirement to Inform Employees of Whistleblower Rights SEP 2013 252.203-7005 Representation Relating to Compensation of Former DoD

Officials

NOV 2011

252.204-7003 Control Of Government Personnel Work Product APR 1992 252.204-7004 Antiterrorism Awareness Training for Contractors. FEB 2019 252.204-7008 Compliance With Safeguarding Covered Defense Information

Controls

OCT 2016

252.204-7012 Safeguarding Covered Defense Information and Cyber Incident Reporting

DEC 2019

252.204-7015 Notice of Authorized Disclosure of Information for Litigation Support

MAY 2016

252.204-7016 Covered Defense Telecommunications Equipment or Services -- Representation

DEC 2019

252.204-7017 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services -- Representation

MAY 2021

252.204-7018 Prohibition on the Acquisition of Covered Defense Telecommunications Equipment or Services

JAN 2021

252.204-7019 Notice of NIST SP 800-171 DoD Assessment Requirements NOV 2020 252.204-7020 NIST SP 800-171 DoD Assessment Requirements NOV 2020 252.204-7021 Contractor Compliance with the Cybersecurity Maturity

Model Certification Level Requirement

NOV 2020

252.225-7001 Buy American And Balance Of Payments Program-- Basic DEC 2017 252.232-7003 Electronic Submission of Payment Requests and Receiving

Reports

DEC 2018

252.232-7010 Levies on Contract Payments DEC 2006 252.243-7001 Pricing Of Contract Modifications DEC 1991 252.244-7000 Subcontracts for Commercial Items JAN 2021 252.246-7008 Sources of Electronic Parts MAY 2018 252.247-7023 Transportation of Supplies by Sea FEB 2019

CLAUSES INCORPORATED BY FULL TEXT

52.204-8 ANNUAL REPRESENTATIONS AND CERTIFICATIONS (MAR 2020)

(a)(1) The North American Industry Classification System (NAICS) code for this acquisition is 811310.

(2) The small business size standard is $8,000,000.

(3) The small business size standard for a concern which submits an offer in its own name, other than on a construction or service contract, but which proposes to furnish a product which it did not itself manufacture, is 500 employees.

(b)(1) If the provision at 52.204-7, System for Award Management, is included in this solicitation, paragraph (d) of this provision applies.

(2) If the provision at 52.204-7, System for Award Management, is not included in this solicitation, and the Offeror has an active registration in the System for Award Management (SAM), the Offeror may choose to use paragraph (d) of this provision instead of completing the corresponding individual representations and certifications in the solicitation. The Offeror shall indicate which option applies by checking one of the following boxes:

( ) Paragraph (d) applies.

( ) Paragraph (d) does not apply and the offeror has completed the individual representations and certifications in the solicitation.

(c) (1) The following representations or certifications in SAM are applicable to this solicitation as indicated:

(i) 52.203-2,…