Atch_1_Statement_of_Work.pdf

Attachment 1 28 Sept 2017 W91238-xx-D-00xx

STATEMENT OF WORK

Repave Wood Recycling Area

Defense Logistics Agency San Joaquin, Tracy Site

1. SCOPE OF WORK

This Statement of Work (SOW) details the requirements for repaving the existing asphalt concrete pavement area used for wood recycling, and installing a chain link fence enclosure around the area. Contractor shall provide all labor, material, equipment, transportation, and supervision to perform the work as detailed below and in the contract documents. The work shall require Storm Water Pollution Prevention Plan (SWPPP) preparation and implementation.

See Section 01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL of Division 1 Specifications. Work shall be performed at DLA Defense Distribution Depot San Joaquin (DDJC) in accordance with plans and specifications.

1.1 Work Description: The Contractor shall furnish and install all labor, materials, tools, equipment, and supervision necessary to provide a complete and usable project per the Scope of Work; Attachments 1 through 4; all Appendices and manufacturer’s recommendations. Any name-brand requirement listed in the technical specifications may be replaced with an “or approved equal” product with equal salient characteristics.

Contractor is highly encouraged to request a site visit and field verify all dimensions and layouts. All work shall be performed in accordance with this SOW, all Appendices herein, and Technical Specifications, with all regulations and requirements to include the applicable UFC requirements.

Work shall conform to the following reference documents:

a. Technical Specifications of Contract

2. BASE BID

All construction to be as shown on drawings and as specified herein. The Base Bid shall consist of the following:

2.1. CLIN 0001 –Repave Wood Recycling Area (See Appendix 2):

2.1.1 Remove and dispose of approximately 230 linear feet of railroad track and ties along the west side of the pavement repair area as shown on the drawings. Track and ties shall be properly disposed of off the installation.

2.1.2 Repave the asphalt concrete pavement located at the existing wood recycling yard east of Warehouse 22. Repave approximately 16,600 SY (148,800 SF) of asphalt concrete pavement with 3” thick asphalt concrete over 10” thick aggregate base course.

Saw cut along entire length, approximately 372 linear feet, of existing pavement along the east edge of the pavement repair area along Ennis Drive. Remove existing asphalt pavement, wood scraps, and debris in the pavement repair area. Re-grade existing soil for new asphalt concrete pavement. See grading slope requirements below. Re-compact to 95% density. Install 10” aggregate base course over nonwoven geotextile fabric.

Aggregate base course shall be ¾” inch class 2 compacted greater than or equal to 95% compaction. Aggregate Base shall consist of virgin materials, not recycled.

CALTRANS ABC mix will be acceptable for this contract. Nonwoven geotextile fabric shall be as stated in paragraph 2.1.11.

2.1.3 Contractor shall develop a final grading plan. Grading plan shall be a submittal in accordance with the Technical Specifications and will be reviewed by the Sacramento Resident Office.

2.1.4 Finished grade for the North and Northwest ends of the project area shall have a maximum 5% slope. Finished grade of the South edge of the project area shall have a maximum 10% slope. Finished grade of the East end of the project area shall match existing grade.

2.1.5 Raise or lower the two storm drain manholes to meet the new grades.

2.1.6 Some areas of this project are located on "Land Use Control" areas for soil that is contaminated with pesticides and/or metals. Any waste soils generated from these areas of excavation or trenching shall not be relocated on site; but shall be disposed of off site and shall be tested. Soil shall be tested for the following elements prior to removal:

Method Substance/Contaminants 8260B VOCs

8015G TPHG

8081A Pesticides

8015D TPHD

7471 Metals 6020 Metals 9045 pH

2.1.7 Asphalt concrete material shall be of new virgin material or no more than 15% Reclaimed Asphalt Pavement (RAP). Finished grade shall not exceed 10% slope.

2.1.8 Install 6’ high chain link fence, approximately 1,358 linear feet, with 1’ high extension arm and barbed wire on all sides. Install two sliding gates, 20’ wide, along the east and west sides, and also install two personnel gates as shown on drawing sheet C -3 of Appendix 2.

2.1.9 Provide a 1,100 SF, 8” thick, Portland cement concrete pad on 6” thick aggregate base course along the east side as shown on the drawing Sheet C-1 of Appendix 2.

2.1.10 Re-mark approximately 372 linear feet of 4” wide, white fog line with thermoplastic as shown on drawing Sheet C-1 (Appendix 2).

2.1.11 Weed fabric shall be nonwoven geotextile composed of polypropylene fibers that are inert to biological degradation and resist naturally encountered chemicals, alkalis, and acids. Geotextile Fabric shall have the following characteristics:

Mechanical Properties Test Method Unit Minimum Average Roll Value Grab Tensile Strength ASTM D 4632 kN (lbs) 0.71(160)

Grab Tensile Elongation ASTM D 4632 % 50 Trapezoid Tear Strength ASTM D 4533 kN (lbs) 0.27(60) CBR Puncture Strength1 ASTM D 6241 kN(lbs) 1.82 (410) Apparent Opening Size

(AOS)2

ASTM D 4751 mm (U.S. Sieve) 0.212 (70)

Permittivity ASTM D 4491 Sec-1 1.4

Flow Rate ASTM D 4491 l/min/m2 4480

(gal/min/ft2) 110 UV Resistance after 500 hours ASTM D 4355 % Strength Retained 70

1 ASTM D 6241 replaces ASTM D 4833. 2 ASTM D 4751, AOS is a Maximum Opening Diameter Value

PLEASE NOTE: Mullen Burst Strength ASTM D 3786 is not recognized by ASTM D-35 on Geosynthetics as an accept-able Geosynthetic test methods. Puncture Strength ASTM D 4833 is not recognized by AASHTO M288 and has been replaced with CBR Puncture ASTM D 6241

Physical Properties Test Method Unit Typical Value Weight ASTM D5261 g/m2 (ox/yd2) 203 (6.0)

Roll Dimension M 4.5 x 91 (width x length) ft (15 x 300)

Roll Area m2 (yd2) 418 (500) Estimated Roll Weight Kg (lb) 88 (195)

3. General Requirements

3.1 Contractor shall verify all existing underground conditions and dimensions prior to excavation.

3.2 The job site shall be left in a clean and orderly condition during construction, and all debris and excess material shall be removed upon completion of the job. All demolished materials shall be disposed of off DDJC property. Contractor shall not use

Government trash cans, dumpsters, or other waste receptacles.

3.3 All work shall comply with the specifications of the contract.

3.4 Construction shall be in compliance with all applicable local, state and federal standards.

3.5 Contractor is subject to all Defense Distribution Depot San Joaquin health and safety regulations and DLA security requirements.

3.6 Contractor shall not excavate any existing soil on site and shall not stockpile any excess soil or materials on site unless instructed by the COR. Soils are known to contain Contaminants, therefore Personal Protective Equipment (PPE) shall be required during construction.

3.7 Contractor to document materials usage, material disposed of or diverted both construction and non-construction activities. See Appendix 6 for spreadsheet to document material disposed/diverted.

3.8 The Contractor shall be responsible for the coordination of work performed by his/her employees and all subcontractors. The Contractor shall inspect all work areas prior to bidding. It shall be the Contractor’s responsibility to verify all current record drawings prior to the start of any and all construction work.

4. SUBMITTALS AND FINAL REPORT:

Submittals are required for all material to be utilized and/or installed and shall be in compliance with the Unified Facilities Guide Specifications (UFGS) and the basic contract. All submittals shall be approved prior to commencement of work. Submittals shall include but are not limited to the following:

1. As-Built Drawings

2. Shop drawings for all materials and equipment

3. Warranties (workmanship, labor and materials shall be covered)

4. Material Safety Data Sheets

5. Quality Control Program Plan; Hazard Analysis; and Safety/Health Plan

6. Manufacturer’s Data for all construction materials and equipment

7. Site safety and health plan, to include HAZMAT remediation plan

8. Contractor’s Work Plan

9. Construction Schedule

10. Security Plan

11. Materials usage disposal/diverted worksheet

12. As-Built detail drawings. If required (Geo referenced NAD 1983 State Plane California III FIPS 0403 (US Feet)

13. Completed DD Form 1354

14. Final Grading Plan

5. SPECIAL CONSTRUCTION PROCEDURES

5.1 Identification of Employees

All contractor employees are required to have in their possession valid picture identification issued by the Department of Motor Vehicles or the United States Government. If the employee will be driving on DDJC Tracy Depot, the employee is required to have in their possession a valid driver’s license, a current vehicle registration, and proof of insurance for the vehicle.

After the employee has produced all required information, he or she will be issued a pass for up to 3 days. If the employee will be required to work longer than 3 days, Corps of Engineers Tracy Project Office shall be notified and appropriate forms will be provided.

5.2 Contractor Access

The Contractor shall give the Corps of Engineers Tracy Project Office 72 hours’ notice for all new employees expected to come to work at DDJC Tracy Depot. This applies to employees with expired identification badges as well.

All deliveries are to be scheduled with the Tracy Project Office in advance so that arrangements can be made for escort to the project site. All deliveries shall be made at the DDJC Tracy Truck Gate , Monday through Friday. All drivers and passengers are subject to the same requirement as listed in paragraph 5.1 above, as well as their vehicle.

Driver shall possess the bill of delivery order which must have the delivery address clearly marked. All delivery vehicles will be searched prior to gaining access to DDJC Tracy Depot.

The procedure for access to the construction work sites is subject to change at any given time as FPCON security status increases or decreases.

6. ENVIRONMENTAL COMPLIANCE

6.1 The Contractor shall comply with all Federal, State, and Local regulations including but not limited to the NEPA and General Conformity requirements, as well as DLA and Host installation rules and policies regarding the use, storage, transport and disposal of hazardous materials and wastes.

6.2 Hazardous work processes and hazardous materials utilized or generated in the performance of this contract shall be controlled and disposed of by the Contractor in a manner that is safe IAW the appropriate local, state and US Government laws and directives established for the control of those processes and materials.

6.3 The Contractor shall provide for clean-up of all hazardous and non-hazardous spills when they may occur in, around, or as a result of the Contractor’s operation. The Contractor shall also provide for transportation and disposal off the facility of all hazardous and non-hazardous waste products generated in the performance of this contract. The Contractor shall immediately notify the COR of any hazardous waste spills.

6.4 Contractor shall document and report materials usage, material disposed of or diverted, and waste generated or diverted for both construction and non-construction activities.

See Construction and Demolition Debris Worksheet (Appendix 6) to document material disposed/diverted.

6.5 Any disposal of soils will be tested prior to disposition. Any soils leaving the installation shall be tested in accordance with paragraph 2.1.6 prior to disposal. Contractor must show test results to the disposal site verifying there is no hazardous waste.

6.6 See Appendix 4B, and Appendix 5 for additional environmental requirements and Environmental Control documents.

6.7 The Contractor shall submit a dust plan and perform work in compliance with Base and EPA Environmental regulations. In addition to Appendix 4B and 5, Contractor shall obtain a dust permit for dust control. Forty-eight (48) hours notice shall be given to the San Joaquin Air District. Fugitive dust control and road dirt control are required.

Fugitive dust exceeding 20% opacity cannot travel past the fence line. A water truck shall be used to control dust at the job site. Visible road dirt cannot be tracked outside the depot and should be controlled on the depot with a sweeper/vacuum truck.

6.8

7. SECURITY AND BADGE REQUIREMENTS:

The Contractor shall be required to comply with all DDJC Tracy entrance and security requirements. The installation will vet all contractors, including subcontractor, for criminal warrants before a contractor will be allowed to enter the installation or garrison.

7.1 All contractors shall provide all vetting information in an Excel 97-2003 (or later version) Spreadsheet by e-mail for both primary and sub-contractors prior to the pre-construction meeting. All required vetting information includes the following:

1. Full Legal Name (with suffix if applicable)

2. Driver’s License Number and State of Issue, or State Issued ID

3. “A” Number on the Resident Alien Card (must carry card and/or work permit)

4. Item # 1-3 should be submitted in a typed, legible list. All Resident Alien personnel must carry their Resident Alien Card and present it with Driver’s License to the Gate Guard, this information must also be provided prior to the pre-construction meeting. All of the requirements of this paragraph must be completed before work is scheduled to start.

7.2 Contractor personnel or any representative of the Contractor entering DOD locations to perform contract requirements shall abide by all security regulations and may be subject to security checks. Contractor personnel and property are subject to search and contraband/banned items are subject to seizure upon entering, while on, and upon leaving the Defense Distribution Depot San Joaquin (DDJC) pursuant to installation regulations.

7.3 Contractor personnel shall conduct themselves in acceptable business decorum at all times. The Contractor shall remove any individual from the site whose continued presence or employment on this contract is deemed by the Contracting Officer Representative (COR) to be contrary to the public interest, deemed to adversely affect health, morale, welfare, or good order and discipline on the installation, or inconsistent with the best interest of national security. In accordance with 18 USC 1382, the Installation Commander has the authority to bar individuals from the installation. The removal of Contractor personnel from the DDJC installation shall not relieve the Contractor of the requirement to provide sufficient personnel to perform the services as required by this SOW.

7.4 No Contractor personnel or any representative of the Contractor will be admitted to the site of work unless he/she furnishes satisfactory proof of United States citizenship, or, if an alien, residence within the United States is legal.

7.5 The Contractor shall ensure the physical security of all Government property furnished for the performance of this contract. This includes the assurance that accountable property inventory in this contract is secured and protected against theft or sabotage or other acts constituting illegal destruction. The Government will not be responsible in any way for damage to the Contractor’s supplies, materials, equipment, and property or to Contractor employees’ personal belongings that are damaged or destroyed by fire, theft, accident or other disaster.

7.6 Contractor’s Badge Requirements

7.6.1 A minimum of one week prior to entry and initiation of work on Tracy Facilities, the Prime Contractor shall submit a list of all prime and subcontractor employees including any other personnel required to perform work on the installation during the contract performance period. The list will include the name, driver’s license number, and state of issuance to the Contracting Officer Representative who will request badges at the Security Operations Pass & ID Office located in Building 29A. If personnel are added or changed during the contract performance period, a revised list is to be submitted 72 hours prior to any new employees’ arrival for work at the Tracy Facility.

7.6.2 Badges will be issued for the contract performance period not to exceed 179 day increments. A check will be made periodically by Security on the status of these badges. Normally, on projects longer than 180 days, the COR will submit a request to Pass and ID and request new badges to ensure contract personnel are vetted semi-annually.

7.6.3 The Prime Contractor will be required to escort suppliers, vendors, or other one-time or occasional visitors to the project site. Notification will be given a minimum of 3 working days prior to arrival and include the name of the company, the Prime Contractor Company name responsible for the vendor, and the vendor representative if available. Security may refuse entry without this notification.

7.6.4 The Prime Contractor will ensure that all access control requirements are adhered to per the DLA Defense Distribution Depot San Joaquin Physical Security Plan.

Any questions or concerns will be routed through the COR to the Security Services Branch for clarification.

7.6.5 Any additional requirements from Physical Security and Emergency Installation Management will be addressed during the pre-construction meeting conducted by the COR.

8.1 Preconstruction Meeting:

Prior to the start of work, a meeting will be held with the Contractor, US Army Corps of Engineers (USACE) Contracting Officer Representative (COR) and DLA Installation Support Project Engineer/Project Manager to discuss matters of mutual interest concerning this contract. General conditions, work schedule, phasing and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in the meeting. Contractor is subject to all Defense Logistics Agency (DLA) health and safety regulations and requirements.

8.2 Time Extensions for Unusually Severe Weather:

Refer to contract section 00 70 00, FAR 52.249-10, Default (Fixed-Priced Construction) and Attachment 2 for adverse weather days.

8.3 Authorities:

Only a warranted Contracting Officer (either PCO or ACO) acting within their delegated limits has the authority to issue modifications or otherwise change the terms and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the terms and conditions of this contract the Contractor shall not proceed with the change and shall immediately notify the Contracting Officer.

8.4 Project Schedule and Time Constraints Schedule and Completion of Work:

The Contractor is required to prosecute the work diligently and complete the entire work, ready for use no later than 180 calendar days after the award/NTP of the contract. The time stated for completion shall include final clean-up of the premises. All work shall be accomplished during normal work hours, Monday through Friday, 0700 to 1530. Any utility outage shall be scheduled 72 hours in advance. See Section 01 32 01 PROJECT SCHEDULE of the Division 1 Specifications.

Contractor's working hours will coincide with working hours of Defense Logistics Agency, DDJC, a normal five (5) day, forty (40) hour week, Monday through Friday, from 7:00 A.M. to 3:30 P.M., except Federal holidays.

The Contractor is required to prosecute the work diligently and complete the entire work, ready for use no later than 180 calendar days after the award/NTP of the contract. The time stated for completion shall include final clean-up of the premises. (See FAR 52.211- 10, Commencement, Prosecution, and Completion of Work). All work shall be accomplished during normal work hours, Monday through Friday, 0700 to 1530.

8.5 Liquidated Damages:

The liquidated damages for this contract are $1,482.00 per calendar day. See FAR 52.211-12 Liquidated Damages – Construction.

8.6 Points of Contact (POC:)

USACE: Adam Rauch, PM (916)557-6965 Cindy Baksys, Project Engineer, (209) 839-4536; (916) 521-2901

8.7 After Award Contracting Officer Representative (COR) & Post Award POC:

The Administrative US Army COE POC & Administrative Contracting Officer (ACO) will be identified at the time of contract award. The ACO will also be responsible for verifying that Contractor’s performance and completion of work is in accordance with the applicable requirements. The Procuring Contracting Officer (PCO) will assign a USACE COR to the project.

Contractor shall reproduce four hard copies, of all 8.5” x 11” specification, drawings and miscellaneous contract documents from the award CD (Government provides after award). On the drawing reproduction, Contractor shall supply 2 (EA) half size (11”x17”) and 2 EA full size (22”x 34”) sets of all drawings. These documents and electronic files shall be delivered to the respective Resident Office within 10 days after award of the contract, to the respective Resident Engineer address on the award documents.

8.8 Site Safety and Health Officer (SSHO)/Superintendent:

8.8.1 A Competent Person shall be provided for all of the hazards identified in the Contractor's Safety and Health Program in accordance with the accepted Accident Prevention Plan, and shall be on-site at all times when the work that presents the hazards associated with their professional expertise is being performed. Provide the credentials of the Competent Persons(s) to the Contracting Officer/Administrative Contracting Officer for acceptance in consultation with the Safety Office.

8.8.2 Provide a Safety oversight team that includes a minimum of one person to function as the Site Safety and Health Officer (SSHO). The SSHO or an equally-qualified Designated Representative/alternate shall be at the work site at all times to implement and administer the Contractor's safety program and government-accepted Accident Prevention Plan. The SSHO's training, experience, and qualifications shall be as required by EM 385-1-1 paragraph 01.A.17, entitled Site Safety and Health Officer (SSHO), and all associated sub-paragraphs. The SSHO must meet the requirements of EM 385-1-1 section 1 and ensure that the requirements of 29 CFR 1926.16 are met for the project.

Acceptable Dual Role among Site Safety and Health Officer (SSHO), and Superintendent. In accordance with the size and complexity of the work described under this contract and in accordance with the signed Corps of Engineers’ Safety Waiver if the Contractor’s Project Superintendent or Site Safety Officer complies with contract Section 007000, FAR 52-236-6, this contract allows the Project Superintendent or Site Safety Officer to perform an additional role. The SSHO/Superintendent shall be full time on site. USACE shall hold Contractors accountable for their safety and health performance.

9. SUSTAINABILITY REQUIREMENTS:

9.1 EPA Designated

Under the Comprehensive Procurement Guidelines (CPG) program, the Environmental Protection Agency (EPA) designates products that are or can be made with recovered materials, and recommends practices for buying these products. Any designated product that is being offered or supplied under this contract shall meet the minimum recommended content levels as identified under the CPG program. Visit http://www.epa.gov/epawaste/conserve/tools/cpg/products for a complete list of designated products and the associated recommended content levels. Offerors must be able to demonstrate that each offered product meets minimum content levels upon request.

9.2 Safer Choice

Contractor shall provide Safer Choice labeled products under this contract, as applicable. The Contractor is encouraged to visit http://www2.epa.gov/saferchoice/products for updated lists of qualifying products.

9.3 Bio-based

The United States Department of Agriculture (USDA) designates certain biobased products for federal procurement and specifies minimum biobased content levels for those products.

Any designated product that is being offered or supplied under this contract shall meet USDA BioPreferred’s minimum biobased content level. Visit the BioPreferred web site for http://www.epa.gov/epawaste/conserve/tools/cpg/products/index.htm http://www2.epa.gov/saferchoice/products http://www.biopreferred.gov/BioPreferred/faces/pages/ProductCategories.xhtml the complete list of designated products and the associated minimum biobased content level requirements.

9.4 Energy Star

As required in clause 52.223-15 Energy Efficiency in Energy-Consuming Products, the Contractor shall only provide products that earn the ENERGY STAR label and meet ENERGY STAR specifications for energy efficiency. The contractor is encouraged to visit http://www.energystar.gov for complete product specifications and updated lists of qualifying products.

9.5 EPEAT

The Contractor shall exclusively provide EPEAT-registered products under this contract, as applicable. The Contractor is responsible for ensuring products meet the latest EPEAT requirements at the time of delivery. Visit www.epeat.net for complete product specifications, registration requirements, and updated lists of qualifying products.

Sustainable Product Reporting

The Contractor shall submit a [quarterly/semi-annual/annual] report to the Contracting Officer’s Representative quantifying the number of EPEAT-registered products delivered under this contract (by product type and EPEAT rating). The report shall include data for the current quarter, current fiscal year, and total contract period. A sample matrix for this data is shown below.

Product Type Non-EPEAT Registered

EPEAT

Bronze

Silver

Gold

Computers & Displays

Imaging Equipment

Televisions https://www.acquisition.gov/sites/default/files/current/far/html/52_223_226.html#wp1194323 http://www.energystar.gov/ http://www.epeat.net/

9.6 Asset Take-Back

The Contractor shall assess the remaining value of purchased equipment at the end of its useful life based on its current value. The Government may return the equipment to the Contractor and use the assessed value to offset the purchase price of a new device.

As part of the proposal, the Contractor shall clearly identify its approach to device end-of-life management. Unless approved by the Government as a management option, electronic assets shall not be disposed of in a landfill or by incineration.

For any equipment removed by the Contractor and scheduled to be refurbished or recycled, the Contractor is required to demonstrate as part of its management plan that those actions will be handled by a refurbisher or recycler that is third-party certified to one of the known electronics recycling certification programs that is used in the United States, the Responsible Recycling Standard (R2) or the E-Stewards Standard.

10. Appendices:

APPENDIX 1: (NOT USED)

APPENDIX 2: Repave Wood Recycling Area rev July 5 2017 Drawings APPENDIX 3: Base Utility Map

APPENDIX 4A: (NOT USED)

APPENDIX 4B: Environmental Checklist APPENDIX 5: General Environmental Controls 7-7-16 APPENDIX 6: Construction and Demolition Debris Worksheet APPENDIX 7: Technical Specifications

-End Statement of Work-