B.08.02 W912DR-24-Q-0035 (Solicitation).pdf

SEE ADDENDUM

(No Collect Calls)

W912DR24Q0035 30-May-2024

b. TELEPHONE NUMBER 8. OFFER DUE DATE/LOCAL TIME

02:00 PM 05 Jun 2024

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.

W912DR9. ISSUED BY

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

7. FOR SOLICITATION

INFORMATION CALL:

a. NAME

NEIL O GONZALEZ

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

USACE, BALTIMORE

2 HOPKINS PLAZA

BALTIMORE MD 21201

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 16. ADMINISTERED BY

SEE SCHEDULE

12. DISCOUNT TERMS11. DELIVERY FOR FOB DESTINA-

TION UNLESS BLOCK IS

MARKED

SEE SCHEDULE

14. METHOD OF SOLICITATION

RFQ IFB RFPX

FAX:

TEL: SERVICE-DISABLED

VETERAN-OWNED

SMALL BUSINESS

8(A)

HUBZONE SMALL

BUSINESS

SIZE STANDARD:

$45,000,000

NAICS:

237310

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 OF109

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 B - Supplies or Services and Prices

ITEM NO SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

0001 1 Job Bowsers Orchard Road

FFP

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

FOB: Destination

PSC CD: Z1LB

NET AMT

0002 1 Job Upper Corners Road

FFP

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

0003 1 Job High Germany Road

FFP

NOTE: The requirements in DFARS 252.211-7003, Item Identification and Valuation, are applicable for this line item. The contractor shall provide DoD unique identification or a DoD recognized unique identification equivalent.

Section C - Descriptions and Specifications

PERFORMANCE WORK STATEMENT

Scope of Work

U.S. Army Corps of Engineers Baltimore District

Raystown Lake Project

Gravel Road Maintenance Services

8 April 2024

1. Introduction: The U. S. Army Corps of Engineers at Raystown Lake is requesting gravel road maintenance services.

Contractors shall be capable of providing road maintenance services on Federal lands. The contractor shall furnish all labor, materials, and equipment, including equipment operators, necessary to perform gravel road maintenance on the Raystown Lake Project in Huntingdon County, Pennsylvania.

2. Background: Raystown has an extensive road network that requires constant upkeep. This Contract will repair several roads thus providing safe travel for Corps staff, the public, and other contractors. The intent of this contract is to award to a Contractor that can perform all work in compliance with specifications outlined in this PWS.

3. General Requirements: The contractor shall furnish all labor, materials, and equipment, including equipment operators, necessary to perform gravel road maintenance services on the Raystown Lake project in Huntingdon County, Pennsylvania.

The road network is in Hopewell, Lincoln, Juniata, and Penn Townships of Huntingdon County. Work includes a variety of gravel road maintenance tasks to include culvert removal, culvert and headwall installation, riprap splash pads and geotextile installation, culvert flushing, road surface preparation, drainage ditch cleaning, stone placement and compaction, and seeding.

The contractor will not perform road maintenance during periods of inclement weather, or under any conditions where road maintenance tasks cannot be completed properly. The Technical Point of Contact (TPOC), based on independent judgment, may advise the Contracting Officer Representative (COR) to halt work due to inappropriate weather.

All work will be subject to the inspection of the COR and/or TPOC as well as inspectors with other appropriate agencies such as the Pennsylvania Department of Environmental Protection, Pennsylvania Department of Agriculture, and Pennsylvania Department of Conservation of Natural Resources. No portions of this contract shall negate the applicability or requirements of any county, state, or Federal regulation or law.

The Contractor and all Contractor employees shall be subject to the rules and regulations provided in Title 36, Code of Federal Regulations, Part 327, during the performance of this contract. Upon request a copy of these provisions can be provided by the Government.

Any additional work performed within scope of this contract must be negotiated in advance of doing the work. Failure to acquire advance approval by the Contracting Officer will result in the Contractor not being compensated for the work performed outside the scope.

3.1 Gravel Road Maintenance Services: The Contractor will furnish all labor, equipment, materials, and quality assurances necessary to perform gravel road maintenance services at the Raystown Lake Project, Baltimore District, U.S. Army Corps of Engineers in accordance with the specifications contained herein as follows:

3.1.1 Erosion and Sedimentation Control:

The Contractor shall implement erosion and sedimentation control measures during all work tasks. The Contractor shall periodically remove accumulated sediments from control measures and dispose of it within suitable work areas or barrow pits onsite. Compliance with Chapter 102 of the Department of Environmental Protection's regulations is also required.

All work tasks shall be accomplished under no flow and dry site conditions. Installation of new culvert pipes must be accomplished the same day, to include headwall installation, to prevent erosion and sedimentation issues.

Immediately upon completion of any segment of the project, seed that segment in accordance with Technical Specification Section 3.1.12. The Contractor may, with the approval of the Government, perform temporary seeding operations until the optimum time for performing permanent seeding.

3.1.2 Clearing:

The Contractor shall perform trimming of overhanging limbs and branches along all roads. The Contractor shall trim limbs and branches that overhang the roadway and would interfere with the safe passage of construction vehicles or work at culvert pipes. Trimmed limbs and branches may be disposed of onsite at location(s) approved by the Government. Burning is not permitted.

3.1.3 Remove Existing Culvert Pipes:

The Contractor shall remove and dispose of existing culvert pipes as designated in the table below. It’s the Contractor’s responsibility to contact PA 1 Call (Dial 811) before excavation operations are initiated.

The Contractor shall excavate around the existing culvert pipes so that they can be safely removed while limiting excavation to only what is necessary for removal of the existing culvert pipe and for installation of the new culvert pipe.

The Contractor is responsible for removal and disposal of all existing culvert pipes off Government lands. Materials excavated for culvert pipe removal are not to be used for backfilling during installation of the new culvert pipe. Excavated materials shall be graded into the roadsides to improve the shoulders of the road or disposed of within an approved barrow pit on Government lands.

3.1.4 Install New Culvert Pipes:

The Contractor shall furnish and install new culvert pipes as designated in the table below. The Contractor shall only use new culvert pipe, 18-inch, 24-inch, or 36-inch diameter, corrugated polyethylene with smooth interior conforming to AASHTO M 294, Type S.

The Contractor shall install the new culvert pipes in accordance with the specifications herein and the Technical Bulletin, Crosspipe Installation found in Appendix A.

3.1.5 Pipe Bedding and Backfill:

Aggregate used for constructing the foundation bed and backfilling shall be 2RC select granular material, as specified in Section 703.3 of Pub. 408. The Contractor shall construct a foundation bed and backfill the new culvert pipes in accordance with specifications herein and the Technical Bulletin, Crosspipe Installation found in Appendix A.

3.1.6 Precast Concrete Headwalls:

The Contractor shall install precast concrete headwalls for all new culvert pipes. Headwalls are to be installed on both ends of the new culvert pipes. The headwalls are to be constructed to properly fit the 18-inch, ,24-inch, and 36-inch culvert pipes.

The precast concrete headwalls shall be single piece units meeting the following specifications:

o Concrete - 4,000 psi at 28 days with 5.5% air entrainment.

o Reinforcement - ASTM 615, grade 60 with minimum cover of 1-1/2 inches.

o All exposed edges are chamfered at I-inch.

o Materials and construction to comply with the applicable portions PennDOT Publication 408.

o Layout and dimensions to be comparable to the attached drawings with minimum 12-inch-thick walls with an integral footer.

The Contractor shall excavate the trench for the new culvert pipes at the proper location(s). The Contractor shall prepare the subgrade for the headwalls on both ends of the excavated trench and place the precast concrete headwalls on the subgrade. It’s recommended to place a small amount of #2A coarse aggregate on the sub grade so that the headwalls can be placed level and stable. Make sure that the headwalls are placed at the proper elevations so that a minimum slope of 3-inches per 10-feet is achieved in the culvert pipe.

The corrugations on the ends of the pipes can be removed to obtain proper fit inside the precast concrete headwalls.

The Contractor shall insert the drainage pipes in the headwalls, complete the backfill of the culvert pipes to lock them in place, and grout any voids around the pipes. A non-shrink grout with a minimum compressive strength of 4,000 psi shall be used.

Headwalls shall be installed in accordance with the specifications herein and the Technical Bulletin, Headwalls & Endwalls found in Appendix B.

3.1.7 Riprap Splash Pads and Geotextile:

The Contractor shall install riprap splash pads, with geotextile, at the outlets of the new culvert pipes. Rock for R-4 riprap shall be durable quality stone conforming to the requirements of Section 850.2a of PennDOT Pub. 408. The geotextile shall be Class2, Type A geotextile conforming to the requirements of Section 735 of PennDOT Pub. 408.

Culvert pipes and precast concrete headwalls shall be installed prior to placing riprap. The location shall be excavated, shaped, and graded to assist with proper placement of the geotextile and riprap. Geotextile shall be installed across the bottom and up the sides of the prepared area and secured if necessary. Riprap shall be placed on top of the geotextile carefully so that the fabric is not punctured. Rearrange the individual stones so that the thickness of the pad is approximately 12-inches and chink voids in the riprap with smaller stones.

3.1.8 Flush Culvert Pipes:

The Contractor shall “flush” all culverts remaining intact for the entire length of the road as indicated in the table below.

The Contractor may use a hydro-jet, vac truck, or other method(s) with prior approval by the Government. Debris flushed/removed from the culvert may be disposed of onsite. The Contractor will be required to work with the COR and/or TPOC to identify debris disposal locations.

3.1.9 Road Surface Preparation:

The Contractor shall repair all potholes, washouts, washboards, ruts, and/or other road surface imperfections for the entire length of the road as indicated in the table below. The Contractor may use existing road surface aggregate and/or new #2A aggregate to complete the necessary repairs. The Contractor shall grade and smooth the repaired areas to provide an even surface for placement of road surface material.

3.1.10 Drainage Ditch Cleaning:

The Contractor shall remove all leaves, limbs, and other debris from within all drainage ditches for the entire length of the road. The Contractor may need to excavate, shape, and/or grade the area adjacent to the road to reform the shape of the drainage ditch to allow for proper drainage. Debris may be disposed of onsite. The Contractor will be required to work with the COR and/or TPOC to identify debris disposal locations.

3.1.11 #2A Stone Placement and Compaction:

The Contractor shall use #2A coarse aggregate, Type A quality conforming to the requirements of Section 703.2 of PennDOT Pub. 408. The #2A coarse aggregate must be crushed stone with the following characteristics.

o pH between 6 and 12.45 measured by ASTM D4972 o Abrasion resistance with loss of mass (LA Abrasion) less than 40% (ASTM C13 l).

The Contractor shall place #2A coarse aggregate on the prepared road surface. The Contractor will be required to work with the COR and/or TPOC for placement of stone. The Contractor shall compact the #2A coarse aggregate with a single drum smooth roller (vibratory, 10-ton min.).

3.1.12 Seeding:

The Contractor is responsible for establishing a satisfactory stand, 70% coverage of planted species, at all disturbed areas along the entire roadway.

The recommended seed mixture shall include:

o Clover (10 pounds per acre) o Oats, Wheat, or Rye (50 pounds per acre)

Alternative seed mixes may be used by the Contractor pending approval by the Government. Seed mixes shall include both annual and perennial species.

Seeding may be accomplished by hydroseeding, drilling, and/or hand spreader provided all methods and equipment are approved by Government. Seed shall not be sowed on frozen or partially frozen ground. After sowing is completed, the Contractor shall spread straw mulch uniformly over the entire seeded area at a rate of 2 tons (dry weight) per acre.

See Appendix C for information table and Appendix D for gravel road maintenance maps.

3.2 Period of Performance: Services provided under this Contract shall occur during designated time periods. The period of performance for this contract shall run from date of award – December 20, 2024. The Contractor may perform these services from 6:00 A.M. - 6:00 P.M. EST, Monday through Saturday, excluding holidays, unless prior approval is given by the COR.

The Contractor shall not start work until after acceptance of all deliverables listed in 3.5. Actual on-ground activity will be coordinated between the COR and/or TPOC and the Contractor.

3.3 Compliance: All work conducted under this contract shall be performed in compliance with all county, state, and Federal laws and regulations. The contractor is responsible for all township and state road bonding that may be required to perform work under this contract.

3.4 Pre-Bid Tour: Contractors are encouraged to attend a pre-bid tour. The pre-bid tour will be coordinated with the Contracting Specialist and set for 10:00am at the Raystown Lake Visitor Center. POC for the pre-bid tour is Forester, Glenn Werner. Mr. Werner can be reached by phone at (814) 658-6807 or by e-mail at glenn.e.werner@usace.army.mil.

3.5 Pre-Work Conferences: The Contractor is required to attend a pre-work conference before the commencement of work. The meeting will be held at Raystown Lake at a time that is mutually agreeable to the Contractor and the Government.

The Contractor shall provide the following documents within fourteen (14) days of contract award to the COR:

Safety Plan (see section 3.6.4)

Pre-Screen Candidate E-Verify Program (see section 3.7.5)

Proof of Insurance (see section 3.8)

Work Schedule Outline (see section 4.1)

Quality Control Plan (see section 4.2)

All documents must be accepted by the Government before work commences.

3.6 Safety: The Contractor and Contract employees shall meet all applicable requirements of U.S. Army Corps of Engineers Manual EM 385-1-1 dated 15 March 2024 entitled Safety and Occupational Health Requirements (https://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsM anual.aspx), OSHA Regulations, and all State and Local safety codes while in performance of this contract.

3.6.1 Accident Prevention Plan: The Contractor shall develop and submit a written detailed Accident Prevention Plan in accordance with EM 385 1-1, specifically Chapter 2, Safety and Occupational Health Program for Contractors. The APP shall document site-specific policies, responsibilities, and plan and program requirements. A signed letter of certification which references the contract and current year and states if the original plan remains current (or lists changes if applicable) is acceptable following the base year. All plans, or subsequent revisions, must be approved by the Government before work commences.

3.6.2 Site Safety and Health Officer: The Contractor shall designate a SSHO. The SSHO is a contractor employee that is responsible for overseeing and ensuring implementation of the prime contractor’s SOH program according to the contract, this manual, applicable federal, state, and local requirements.

3.6.3 Reporting: The Contractor shall maintain an accurate record of, and report to the OPM exposure data. All accidents resulting in death, traumatic injury, occupational disease, and damage to property, materials, supplies and equipment incident to work performed under this contract will be documented utilizing ENG Form 3394.

Accident Reporting Required Timeline Accident Type

Notify KO or COR

Complete Final Accident Report on ENG 3394 and provide to KO or COR Fatality, in-patient hospitalization, amputation, eye loss, or property damage over $600,000.

Immediately, no later than (NLT) 8 Hours

Within 7 Days

All other accidents and near misses.

Immediately NLT 24 Hours Within 7 Days

3.6.4 The Contractor shall observe all speed limits and other posted traffic signs in the operation of vehicles and equipment. Trucks or other vehicles will be operated in a safe manner and will not be parked in unsafe positions.

3.7 Security: The Contractor and all associated sub-contractors shall comply with the following.

3.7.1 Keys: The Contractor will be issued keys to access contract areas exclusively for the performance of this contract. The key shall be returned to Government after all work tasks have been completed. If the key is lost, the Government shall deduct $300 from the Contractor’s final invoice.

3.7.2 Restrictions: Any use of Government keys other than for the performance of this contract is strictly prohibited. Making or being in the possession of duplicate keys is prohibited. Misuse of keys is grounds for dismissal of Contract Employees or termination of the contract.

3.7.3 Loss: Any loss of keys will be reported to the Government within 24 hours. Any loss of the keys and/or failure to report the loss may result in the forfeiture of the key deposit and accepting the burden of reestablishing the integrity of the project lock and key system.

3.7.4 Access and General Protection/Security Policy and Procedures. All contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative).

The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, 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 individual facility or installation change, the Government may require changes in contractor security matters or processes.

3.7.5 Suspicious Activity Reporting Training (e.g. iWATCH, CorpsWatch, or See Something, Say Something). The Contractor shall receive a briefing/training (provided by the COR) on the local suspicious activity reporting program. This locally developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the Project manager or his/her authorized representative. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 5 calendar days after the completion of the training.

3.7.6 Escorts. The Contractor shall coordinate with the COR and/or the facility security office for access when required. All contract employees who are not in possession of the appropriate security clearance or access privileges, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

3.7.7 Pre-screen candidates using E-Verify Program. The Contractor must pre-screen Candidates using the E-verify Program (http://www.uscis.gov/e-verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to enrollment to ensure the correct information is entered into the E-verify system. An initial list of verified/eligible Candidates must be provided to the COR no later than 3 business days after the initial contract award. *When contracts are with individuals, the individuals will be required to complete a Form I-9, Employment Eligibility Verification, with the designated Government representative. This Form will be provided to the Contracting Officer and shall become part of the official contract file.

3.8 Insurance Requirements:

3.8.1 Required Insurance: Contractor shall provide insurance pursuant to the contract clause entitled, 52.228-5, Insurance – Work on a Government Installation. The Contractor shall procure and maintain the required insurance during the entire period of performance under the contract, following minimum insurance:

Type Amount Comprehensive General Liability $500,000 per occurrence

Bodily injury or death

Motor Vehicle Liability (for each motor vehicle): $200,000 per person Bodily injury or death $500,000 per occurrence

Property Damage: $20,000 per occurrence

Workers’ Compensation and Employer’s Liability: $100,000 per person

3.8.2 Documentation: Policies evidencing required insurance shall contain an endorsement to the effect that cancellation or any material change in policies adversely affecting the interests of the Government in such insurance shall not be effective for such period as may be prescribed by the Laws of the State in which this contract is to be performed and in no event less than thirty (30) days after written notice thereof to the Contracting Officer.

4. Performance Requirements: The contractor shall meet requirements established in the PWS, specifically Technical

Exhibit 1, Performance Requirements Summary and within the timeframes required in Technical Exhibit 2, Deliverables Summary.

4.1 Work Schedule: The Contractor will provide the COR a schedule outlining the order of road maintenance including dates and estimated times for all road maintenance prior to work under this contract. Variations from the schedule more than three days must be approved before work can continue. The schedule shall be resubmitted when variations of more than five days occur. This schedule will be used in part to provide a fair and accurate inspection of road maintenance work.

4.2 Quality Control Plan: The contractor shall establish a quality control plan for the performance requirements of this contract and shall provide for the COR's approval a written detailed copy within 14 days of award. The contractor shall maintain the quality control plan throughout the contract and submit to the government if any changes are made for concurrence. All plans, or subsequent revisions, must be acceptable to government before work commences. The Contractor shall provide a signed letter to the COR designating the name(s) of the Contractor’s QC(s) who will be physically present on site with authority and power to conduct all overall management, coordination, and supervision whenever work specified herein is being performed. This letter shall also include the QC(s) schedule(s) of work and contact information.

4.3 Weight Slips: Weight slips for all loads of stone, accompanied by a delivery log (to include truck driver name, deliver date, time, etc.), shall be attached to the invoice(s). This will allow the TPOC to ensure the correct amount of stone was utilized and during the time as indicated in the work schedule.

5. Government Provided Materials.

5.1 Upon request by the Contractor, the Government shall provide a “Safety and Health Requirements Manual”. The updated manual can be found at the following website:

http://www.usace.army.mil/SafetyandOccupationalHealth/SafetyandHealthRequirementsMan ual.aspx.

5.2 Keys will be provided to the Contractor by the Government for executing the duties of this contract per Section 3.7.

6. Inspections, Deductions and Default.

6.1 Inspections. All work shall be performed in an orderly fashion consistent with the specifications as outlined in this contract. During the execution of the contract the COR will conduct inspections of all road maintenance work to determine if the acceptable quality level (AQL), of 95%, is being met. The Contractor will provide a letter stating that all road maintenance has been completed in accordance with the contract requirements. Once the COR receives this letter a final inspection of the road maintenance areas will be documented, and an evaluation of timeliness and efficiency will be performed at this time. Inspections will consist of examining for the following:

stone placement, stone compaction, ditch cleaning, and culvert cleaning. Work found not to be done in accordance with the contract specifications shall be redone at the Contractors’ expense.

6.2 Deficiencies. If any of the services, in any measure, do not conform with contract requirements the Government may require the Contractor to perform the services again in conformity with contract requirements, at no increase in contract amount.

6.3 Deductions. If the Contractor fails to correct defects by re-performance and/or take the necessary action to ensure future performance in conformity with contract requirements in a timely fashion the Contracting Officer may, by contract or otherwise, perform the services and charge to the Contractor any cost incurred by the Government that is directly related to the performance of such service. These charges will be deducted from the Contractor’s next invoice (FAR52.246-4). The Contractor shall be provided an itemized breakdown of each deduction made.

6.3.1 The Contractor shall be responsible for repairing or replacing damaged property to the satisfaction of the OPM due to Contractor negligence. Repairs or replacement of damaged property must be made within seven days or less of the incident. If the Government makes the necessary repairs or replacement of damaged property, then all costs associated with said repairs or replacement will be deducted from the next invoice received from the Contractor.

6.3.2 Default of the contract shall be considered for various reasons relating to nonperformance of the contractual specifications. Following is a partial listing of reasons for which default may be considered:

Repetitive failure to adhere to contract specifications Repetitive deductions for non-performance Repetitive safety violations Repeated abuse of key privileges Excessive cases of damage to Government or private property Excessive cases of substantiated public complaint

7. Invoices and Payment.

7.1 Invoices: The Contractor shall submit itemized invoices no sooner than 5 days and no later than 15 days from the completion of the road work. Invoices may be submitted for each road and shall accurately reflect work completed. Each invoice at a minimum shall contain the following information:

• Contractor name and address

• Contract number

• Date of invoice submission

• Invoice number

• Road number and name

• Invoice total

Weight slips and delivery logs shall be attached to the invoice(s) per Section 4.3.

7.2 Corrections.

Incorrect invoices will be returned to the Contractor for correction before processing payment. Corrected invoices shall be re-dated to reflect the new submission date

7.3 Remittance.

Invoices shall be submitted via post-mail and/or electronic mail to the following addresses for payment. Should changes occur to the mailing addresses the Contractor shall be notified.

VIA Post Mail: ATTN: Dana A. Burk

U.S. Army Corps of Engineers Raystown Lake Project 6145 Seven Points Road Hesston, PA 16647

VIA Electronic Mail: To: Dana.A.Burk@usace.army.mil

Cc: Glenn.E.Werner@usace.army.mil

8. Attachment/Technical Exhibit List:

8.1. Attachment 1/Technical Exhibit 1 – Performance Requirements Summary

8.2. Attachment 2/Technical Exhibit 2 – Deliverables Summary

Attachment 1/Technical Exhibit 1: APPENDIX A: 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

The contractor shall furnish all labor, materials, and equipment necessary to perform the survey services on the Raystown Lake Project in Huntingdon County, Pennsylvania in accordance with the specifications contained herein.

Standard Performance Threshold Method of Surveillance

PRS #1

The contractor shall provide Proof of Insurance per the requirements of PWS Section 3.8.

The contractor shall follow the standard established in PWS Section 3.8.

Insurance shall meet requirements in Clause 52.228- 5, Insurance – Work on a Government Installation.

The Government shall review the Contractors Proof of Insurance to ensure compliance with Clause 52.228-5.

PRS #2

The contractor shall provide a Safety Plan per the requirements of the PWS, Section 3.6.4.

The contractor shall follow the standard established in EM 385- 1-1.

The minimum acceptable level of performance is an Accident Avoidance Plan that meets all the requirements set forth in

EM 385-1-1.

The Government shall perform a 100% review of the Safety Plan to ensure it meets the requirements set forth in EM 385-1-1.

PRS #3

The contractor shall provide a work schedule outline per the requirements of the PWS, Section 4.1.

The contractor shall follow the standard established in PWS Section 4.1.

The minimum acceptable level of performance is the submittal and acceptance of a Work Schedule that meets the requirements set forth in the PWS.

The Government shall conduct on- site field inspections to ensure compliance with the Work Schedule.

PRS #4

The contractor shall provide a Quality Control Plan (that includes providing weight slips and delivery logs) per the requirements of the PWS, Section 4.2.

The contractor shall follow the standard established in PWS Section 4.2. The contractor shall also provide weight slips and delivery logs per Section 4.3.

The minimal acceptable level of performance is the submittal and acceptance of a Quality Control Plan that meets the requirements set forth in the PWS.

The Government will assess the Quality Control Plan, weight slips, and delivery logs to ensure quantities specified in the PWS are received.

Attachment 2/Technical Exhibit 2

APPENDIX B:

Deliverables Summary.

Deliverables Frequency # of Copies Medium/Format Submit To

Safety Plan

Within 14 days of contract award

Emailed

Electronic Version (.pdf)

ATTENTION:

Glenn E. Werner, COR 6145 Seven Points Road Hesston, PA 16647 glenn.e.werner@usace.army.mil

Pre-Screen

Candidate E- Verify Program

Within 14 days of

Version (.pdf)

ATTENTION:

Glenn E. Werner, COR 6145 Seven Points Road

Insurance days of

Version (.pdf)

ATTENTION:

Glenn E. Werner, COR 6145 Seven Points Road

Work Schedule Outline

Within 14 days of

Version (.pdf)

ATTENTION:

Glenn E. Werner, COR 6145 Seven Points Road

Quality Control Plan days of

Version (.pdf)

ATTENTION:

Glenn E. Werner, COR 6145 Seven Points Road

Section E - Inspection and Acceptance

INSPECTION AND ACCEPTANCE TERMS

Supplies/services will be inspected/accepted at:

CLIN INSPECT AT INSPECT BY ACCEPT AT ACCEPT BY

0001 N/A N/A N/A Government 0002 N/A N/A N/A Government 0003 N/A N/A N/A Government

Section F - Deliveries or Performance

DELIVERY INFORMATION

CLIN DELIVERY DATE QUANTITY SHIP TO ADDRESS DODAAC /

CAGE

0001 N/A N/A N/A N/A

0002 N/A N/A N/A N/A

0003 N/A N/A N/A N/A

Section G - Contract Administration Data

CLAUSES INCORPORATED BY FULL TEXT

252.232-7006 WIDE AREA WORKFLOW PAYMENT INSTRUCTIONS (JAN 2023)

(a) Definitions. As used in this clause—

“Department of Defense Activity Address Code (DoDAAC)” is a six position code that uniquely identifies a unit, activity, or organization.

“Document type” means the type of payment request or receiving report available for creation in Wide Area WorkFlow (WAWF).

“Local processing office (LPO)” is the office responsible for payment certification when payment certification is done external to the entitlement system.

“Payment request” and “receiving report” are defined in the clause at 252.232-7003, Electronic Submission of Payment Requests and Receiving Reports.

(b) Electronic invoicing. The WAWF system provides the method to electronically process vendor payment requests and receiving reports, as authorized by Defense Federal Acquisition Regulation Supplement (DFARS) 252.232- 7003, Electronic Submission of Payment Requests and Receiving Reports.

(c) WAWF access. To access WAWF, the Contractor shall—

(1) Have a designated electronic business point of contact in the System for Award Management at https://www.sam.gov; and

(2) Be registered to use WAWF at https://wawf.eb.mil/ following the step-by-step procedures for self-registration available at this web site.

(d) WAWF training. The Contractor should follow the training instructions of the WAWF Web-Based Training Course and use the Practice Training Site before submitting payment requests through WAWF. Both can be accessed by selecting the “Web Based Training” link on the WAWF home page at https://wawf.eb.mil/.

(e) WAWF methods of document submission. Document submissions may be via web entry, Electronic Data Interchange, or File Transfer Protocol.

(f) WAWF payment instructions. The Contractor shall use the following information when submitting payment requests and receiving reports in WAWF for this contract or task or delivery order:

(1) Document type. The Contractor shall submit payment requests using the following document type(s):

(i) For cost-type line items, including labor-hour or time-and-materials, submit a cost voucher.

(ii) For fixed price line items—

(A) That require shipment of a deliverable, submit the invoice and receiving report specified by the Contracting Officer.

(Contracting Officer: Insert applicable invoice and receiving report document type(s) for fixed price line items that require shipment of a deliverable.)

(B) For services that do not require shipment of a deliverable, submit either the Invoice 2in1, which meets the requirements for the invoice and receiving report, or the applicable invoice and receiving report, as specified by the Contracting Officer.

Invoice 2-in-1

(Contracting Officer: Insert either “Invoice 2in1” or the applicable invoice and receiving report document type(s) for fixed price line items for services.)

(iii) For customary progress payments based on costs incurred, submit a progress payment request.

(iv) For performance based payments, submit a performance based payment request.

(v) For commercial financing, submit a commercial financing request.

(2) Fast Pay requests are only permitted when Federal Acquisition Regulation (FAR) 52.213-1 is included in the contract.

[Note: The Contractor may use a WAWF “combo” document type to create some combinations of invoice and receiving report in one step.]

(3) Document routing. The Contractor shall use the information in the Routing Data Table below only to fill in applicable fields in WAWF when creating payment requests and receiving reports in the system.

Routing Data Table*

Field Name in WAWF Data to be entered in WAWF

Pay Official DoDAAC 964145

Issue By DoDAAC W912DR

Admin DoDAAC** W912DR

Inspect By DoDAAC N/A

Ship To Code N/A

Ship From Code N/A

Mark For Code N/A

Service Approver (DoDAAC) N/A

Service Acceptor (DoDAAC) N/A

Accept at Other DoDAAC N/A

LPO DoDAAC N/A

DCAA Auditor DoDAAC N/A

Other DoDAAC(s) N/A

(*Contracting Officer: Insert applicable DoDAAC information. If multiple ship to/acceptance locations apply, insert “See Schedule” or “Not applicable.”)

(**Contracting Officer: If the contract provides for progress payments or performance-based payments, insert the DoDAAC for the contract administration office assigned the functions under FAR 42.302(a)(13).)

(4) Payment request. The Contractor shall ensure a payment request includes documentation appropriate to the type of payment request in accordance with the payment clause, contract financing clause, or Federal Acquisition Regulation 52.216-7, Allowable Cost and Payment, as applicable.

(5) Receiving report. The Contractor shall ensure a receiving report meets the requirements of DFARS Appendix F.

(g) WAWF point of contact.

(1) The Contractor may obtain clarification regarding invoicing in WAWF from the following contracting activity’s WAWF point of contact.

(Contracting Officer: Insert applicable information or “Not applicable.”)

(2) Contact the WAWF helpdesk at 866-618-5988, if assistance is needed.

(End of clause)

OPSEC

ENG FORM 6055, MAY 2022 PREVIOUS EDITIONS ARE OBSOLETE.

Page

1 of

1. General security requirements and guidance.

2. AT Level I training.

3. Physical security and access control requirements.

4. Contractor personnel requiring a common access card (CAC).

5. Security requirements for contract performance outside the US.

6. Suspicious Activity Reporting training (e.g. iWATCH, CorpsWatch, or See Something, Say Something).

7. Contract personnel requiring access to Government information systems.

8. Contracts requiring a formal OPSEC program.

9. Training requirements for the protection of sensitive information.

10. Information Assurance/Information Technology requirements.

11. Contracts requiring handling or access to classified information.

U.S. Army Corps of Engineers (USACE)

CONTRACT REQUIREMENTS PACKAGE SECURITY REVIEW COVER SHEET

For use of this form, see the HQ-USACE OPORD 2022-03; the proponent agency is CECO-P.

SECTION I - CONTRACT INFORMATION

1. CONTRACT or REQUIREMENTS TITLE

Gravel Road Maintenance Services

2. LOCATION

Raystown Lake Project

3. SOLICITATION/CONTRACT NO.

TBD

4. CLASS APPROVAL REQUEST NUMBER

5. CONTRACT TYPE

Construction

MATOC/SATOC/IDIQ

Service

Supply

Task Order

Other (specify)

SECTION II - PURPOSE

This form documents the review of the requirements package (e.g., performance work statements (PWS), statements of work (SOW), statements of requirements (SOR)) for antiterrorism (AT) and other related protection matters to include, but not limited to: operation security (OPSEC), information assurance (IA), physical security, law enforcement, intelligence and industrial security. Army policy requires all services contracts, and supply contracts above the simplified acquisition level threshold (SAT), to include a signed AT/OPSEC cover sheet; this does not apply to supply contracts below the SAT, field ordering officer actions, or Government Purchase Card purchases. Local policy may require this form for supply contracts under the SAT based on risk and threat. HQ-USACE policy mandates that prior to submitting requirements packages to the supporting contracting activity, the Antiterrorism Officer (ATO) and OPSEC Officer for the Requiring Activity (RA) review (including coordination with other staff, as appropriate) each requirements package, unless a signed class approval request form is completed. If the RA does not have an ATO or OPSEC Officer, the first ATO and

OPSEC Officer in the chain of command will review the contract for AT/OPSEC considerations. For contracts that involve Information Assurance/

Information Technology (IA/IT) services (e.g., desktop or network services, software or business system development/operations/ maintenance, or management of websites, servers, enterprise databases, etc.), the servicing Information Systems Security Officer (ISSO) or similar IA professional supporting the RA will review the contract for IA/IT considerations and sign this coversheet.

SECTION III - STANDARD CONTRACT LANGUAGE

Reviewers shall consider the applicability of each requirement, and check each block as "Yes" or "N/A." If the standard PWS/SOW/SOR language text found in Section IX of this form is sufficient to meet specific contract requirements, check "Yes" in the corresponding block below, and include this language in the PWS/SOW/SOR. If the standard language applies but additional language is required, check "Yes" and include both the standard language and additional contract specific language in the PWS/SOW/SOR. If standard PWS/SOW/SOR language does not apply, check "N/A.”

SECTION IV - REQUIRED CLAUSES

Required Clause(s) (see Section IX for sample language) YES N/A

12. Threat Awareness Reporting Program.

13. Escorting in classified and/or sensitive areas.

14. Pre-screen candidates using E-Verify Program.

15. Contracts requiring armed security guards.

16. Contracts requiring delivery of food and water.

SECTION V - REMARKS

1. CONTRACT TITLE

Gravel Road Maintenance Services

2. LOCATION

Raystown Lake Project

(The RA may add general information for the Reviewers below, but must also provide the complete requirements document (e.g., PWS, SOO, etc.)

The Contracting Officer will send a copy of the contract, or when applicable, the Contracting Officer Representative (COR), will notify the AT-OPSEC Officer of the contract award associated with this AT-OPSEC form. The notice to the AT-OPSEC Officer is to be either filed in the Paperless Contract File (PCF) cabinet associated with award or the COR Contract Communication folder in the COR PIEE-SPM record, if a COR is appointed. The Contracting Officer will notify the AT-OPSEC Security Officer of any security issues or non-compliance to the AT-OPSEC identified clauses, unless a COR is appointed. If a COR is appointed, the COR will include in their PIEE-SPM status reports any contractor security issues or non-compliance to the AT-OPSEC form and that the AT-OPSEC Security Officer has been notified of the security issues.

SECTION VI - ANTITERRORISM REVIEWER'S SIGNATURE

I am ATO Level II certified and I have reviewed the requirements package and understand my responsibilities IAW Army Regulation 525‐13, Antiterrorism.

1. TYPED OR PRINTED NAME

DAVID H. ADAMS

2. RANK/CIVILIAN GRADE

GS-12

3. PHONE NUMBER

410-962-4111

4. SIGNATURE

ADAMS.DAVID.H.1174985690 Digitally signed by ADAMS.DAVID.H.1174985690

Date: 2024.03.07 11:21:51 -05'00'

5. DATE

2024-03-07

SECTION VII - OPERATIONS SECURITY REVIEWER'S SIGNATURE

I am OPSEC Level II certified and have reviewed the requirements package to ensure that there are no OPSEC concerns regarding the release and/or publication of attached documentation to public forums as well as to determine OPSEC requirements for the Contractor, and understand my responsibilities IAW Army Regulation 530‐1, Operations Security.

1. TYPED OR PRINTED NAME

DAVID H. ADAMS

2. RANK/CIVILIAN GRADE

GS-12

3. PHONE NUMBER

410-962-4111

4. SIGNATURE

ADAMS.DAVID.H.1174985690 Digitally signed by ADAMS.DAVID.H.1174985690

Date: 2024.03.07 11:22:03 -05'00'

5. DATE

2024-03-07

SECTION VIII - INFORMATION ASSURANCE REVIEWER'S SIGNATURE

(Required only if block 10 is checked “Yes.”)

I am certified at the appropriate Information Assurance Technology (IAT) and/or Information Assurance Management (IAM) level based on DoD 8570.01-M; I have reviewed the requirements package and understand my responsibilities in accordance with AR 25-2, Information Assurance.

1. TYPED OR PRINTED NAME 2. RANK/CIVILIAN GRADE 3. PHONE NUMBER

4. SIGNATURE 5. DATE

ENG FORM 6055, MAY 2022 Page

SECTION IX - STANDARD CONTRACT LANGUAGE

1. General security requirements and guidance: The security requirements described below apply to all contract personnel (including employees of the prime Contractor (“Contractor”) and all subcontractor employees) supporting the performance requirements of this contract. The Contractor is responsible for compliance with these security requirements. Questions regarding security matters shall be addressed to the designated Government representative (e.g., Contracting Officer Representative (COR), Requiring Activity (RA) representative, or Contracting Officer (if a COR or other RA representative is not appointed)). Contract personnel are critical to the overall security and safety of US Army Corps of Engineers (USACE) installations, facilities and activities, and security awareness training contributes to those efforts. The Department of Defense (DoD) and Army security training requirements specified below, if applicable, are performance requirements; all applicable contract personnel shall complete initial training within 30 days of contract award or the date new contract personnel begin performance on the contract. Within five business days from the completion of training, the Contractor shall provide written documentation (e.g., email or memorandum) to the Government representative. The documentation shall include the names of contract personnel trained and which training they completed; the Contractor shall maintain training records as part of their contract files and be prepared to provide copies of training certificates to the Government representative. Contractor personnel and vehicles are subject to search when entering federal installations. Additionally, all contract personnel shall comply with Force Protection Condition (FPCON) measures, Random Antiterrorism Measures (commonly referred to as “RAMs”), and Health Protection Condition (HPCON) measures. The Contractor is responsible for meeting performance requirements during elevated FPCON and/or HPCON levels in accordance with applicable RA plans and procedures --this includes identifying mission essential and non-mission essential personnel. In addition to the changes otherwise authorized by the changes clause of this contract, should the FPCON or HPCON levels at any individual facility or installation change, the Government may implement security changes that affect contract personnel. The Contractor shall ensure all contract personnel are aware of their security responsibilities, including any site-specific requirements identified in local policies or procedures.

2. Antiterrorism (AT) Level I training: All contract personnel requiring routine access to Army installations, facilities, and controlled access areas, or requiring network access shall complete initial and annual refresher AT Level I awareness training. Online AT Level I awareness training is available at https://jko.jten.mil/ (website subject to change).

3. Physical security and access control requirements: All contract personnel requiring physical access to a federal installation or facility shall comply with the access control procedures of that location. Contract personnel requiring unescorted access to meet contract performance requirements on a DoD installation in the US shall be vetted by the installation/facility Provost Marshal/Directorate of Emergency Services/Security Office using the National Crime Information Center-Interstate…