Atch_1_REVSOW_15_FEB_18.pdf

15 February 201828 August 2017

Amendment 0001

REVISED STATEMENT OF WORK

Replace Water Distribution System and Basewide Paving Project

Defense Logistics Agency San Joaquin (DDJC), Tracy Site

1. SCOPE OF WORK

This Statement of Work (SOW) details the requirements associated with the construction of new main water distribution lines and the repairs of roadways, storage and parking areas at DDJC Tracy. The project is to remove and replace the existing asbestos cement (AC) main water lines, valves and valve boxes with new main water distribution lines, valve and valve boxes; to repair roadways, storage, and parking areas and replace with new paving; and railroad track removal.

The project shall be phased such that the water distribution lines are replaced prior to the new paving or road repairs. Options include backfilling an open ditch; and backfill and soil removal at Warehouse 1 site.

1.1 Contract 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, Appendices 1 through 3224, 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 Division 1 Specifications, with all regulations and requirements to include the applicable UFC requirements.

Mechanical work shall conform to the following reference documents:

a. International Plumbing Code (2012)

b. UFC 3-230-01 Water Storage, Distribution, and Transmission, with Change 2

(2012)

c. UFC 3-401-01 Mechanical Engineering, with Change 1 (2015)

d. UFGS 33 11 00 Water Distribution (2016)

Paving work shall conform to the following reference documents:

a. UFC 3-250-01FA Pavement Design for Roads, Streets, Walks, and Open Storage Areas (2004)

b. Technical Specifications

2. BASE BID

The Base Bid shall consist of the following:

2.1 CLIN 0001: Replace Water Distribution System

2.1.1 Work Requirements: The Contractor shall provide all labor, equipment and material to complete the installation of complete, operational water lines. The Contractor is responsible for visiting the site before submitting their proposal. The new water mains shall be run along the same path and at the same depth as the existing main water lines to the maximum extent. New water main lines shall be constructed of C-900 or C-905 pipe.

C900 PVC pipe shall be used for 12” water main lines; C905 PVC pipe shall be used for 16” water main lines. The Contractor shall provide metallic locating wire approximately 3" above the new water line and marking tape on the ground, approximately 12" below the top of the finish surface.

The domestic water main distribution line shall be constructed per Appendix 14 - UFC 3- 230-01 Water Storage, Distribution, and Transmission and Appendix 15 – UFGS 33 11 00 Water Distribution Specification. Contractor shall test new waterlines for leaks before backfilling the trenches. Contractor shall disinfect water mains, perform bacteria testing, and pressure test per AWWA Standard C651 Disinfecting Water Mains. There is a 24 hour turnaround on the water testing before the water line is re-energized.

Contractor shall provide new thrust blocks, piping and valves per Appendix 15 - UFGS 33 11 00 Water Distribution Specification.

Contractor shall utilize trench plates for traffic control as necessary. Contractor shall work from valve to valve, one building at a time. The flow of work will be constrained by the operation of the warehouses. For Warehouses 16, 29, and 30, operational requirements will govern when these buildings may be worked on. The Contractor must closely coordinate with the User and attend a weekly coordination meeting with Distribution personnel for these critical buildings. Most of the other buildings within the project have the water line on the street side away from the building so operations for those buildings will be minimally impacted. The lines at both employees and main gates, lines on 1st Street from C Street to Ennis Street, lines at the vicinity of Bldg. 100, 101 and 103, and line under Bldg. 255 are not in contract (NIC). Contractor must coordinate with User for all work impacting Base entrance gates.

2.1.2. Existing Water Line: Refer to Appendix 10 – Tracy Site General Water Map for existing main water line information and also areas on the main water line where existing valves need to be replaced or new valves installed. Existing utility information, including sewer, gas, electrical, telecommunication, are depicted in Appendix 13 –Tracy Site Utility Plans. The depth of the existing water lines underground varies from 3 feet to 10 feet. The new water lines shall be at the same depth as the existing water lines to maximum extent possible. In areas where the water lines cross through roads and parking lots, the existing asphalt paving needs to be trenched, the trench backfill shall be per detail in Appendix 19 – Trench Backfill Details.

2.1.3. Overlapping Areas: See Appendix 11B for areas showing overlap of Basewide paving repairs and the waterline replacement. For pavement areas where Basewide

Paving overlaps with the waterline trench paving and the waterline is under roadway, the Contractor shall install the trench with the bedding material, water pipe, native material backfill and 18” of slurry mix. The Contractor shall provide 20”or 21” of native material backfill and compact, but leave the trench with compacted backfill for the paving subcontractor to complete the paving portion. See detail A of Appendix 19. The paving subcontractor will then complete the trench paving and complete paving the entire area with 12” of lime treatment; 6” of ABC and 2” or 3” of AC, for Minor or Major Paving CLIN as shown in Appendix 7. Payment for paving of all overlap areas are not to be included in the CLIN 0001 for waterline replacement, but are to be included in the CLINs identified for Major or Minor paving.

For areas that overlap in the parking lots or paved areas (not roadways), the Contractor shall install the trench as shown in detail B of Appendix 19 for the waterline replacement.

The paving subcontractor will then complete the trench paving and pave the entire area for minor or major paving CLIN as shown in Appendix 7. For all other areas where there is no Basewide paving over the road or parking area that affects the waterline replacement, scenarios C and D of Appendix 19 apply.

The Contractor shall avoid hitting other utilities. For water lines that run underneath buildings, the Contractor shall abandon in place the section of existing water line that is under the building and run the new water line around the building.

2.1.4 Asbestos Piping: The potable water distribution system at DDJC Tracy is comprised of 72 year old asbestos cement, ductile iron, and concrete coated steel pipe with associated valves and accessories. All domestic water mains are asbestos cement unless otherwise noted. See Appendix 10 – Tracy Site General Water Map and Appendix 12 – Tracy Water Assessment Report Map.

Contractor shall remove and dispose off base the existing asbestos cement pipe, performing asbestos abatement as required. Refer to Appendix 16 – Asbestos Abatement Specification. Contractor shall replace all asbestos cement pipe with PVC C900/C905 pipe in the following quantities:

6 inch line = approximately 4,517 ft.

8 inch line = approximately 4,459 ft.

12 inch line = approximately 29,976 ft.

16 inch line = approximately 3,826 ft.

Total = approximately 42,778 ft.

Contractor shall remove and replace all valves connected to the asbestos cement pipe with new valves, the approximate quantities are:

6” valve – (12) 8” valve – (4) 12” valve – (56) 16” valve – (10)

2.1.5 Phasing: See Appendix 11A Updated Water Line Phasing Plan – for location of asbestos cement water main lines to be removed and replaced and a color coded phasing plan showing the order and general location of the domestic water main lines and valves to be replaced. The Contractor shall replace domestic main water lines from valve to valve and provide temporary portable toilets (one ADA toilet and one regular toilet) and portable sinks for the buildings that are affected during construction. It is recommended that the Contractor perform work in phases to minimize interruption of Base operations.

All phases must be coordinated with the User for the buildings in each phase. The Phases are as follows:

1) Phase I (Purple) - Replace water main lines and valves at the following locations: on the north side of WH 22; on the East side of Bldg. 28; along railroad track on Area A Road; going across railroad track and around Bldg.

255; along A street; around Bldg. 203, around Bldg. 101, around Bldg. 100, through POV parking lot; around Softball Field 98; near Bldg. 208 and Bldg.

205.

2) Phase II (Red) – Replace water main lines and valves at the following locations: around Warehouses 18, 19, 20, 21, 22; around the south and west side of Bldgs. 28 and Bldg. 28A; from intersection of 11th St., and C St along the Railroad track and looping back to 9th St.

3) Phase III (Green) – Replace water main lines and valves at the following locations: around Warehouses 13, 14, 15, 16A/16B; on west side of WH 17, Warehouse 16B and WH 15 on 7th Street., and small section along 5th street on west side of Bldgs. 25 and 26.

4) Phase IV (Brown) – Replace water main lines and valves at the following locations: along 1st Street; on 2nd Street between Warehouses 3 & 6; on 3rd Street and on 4th Street.

5) Phase V (Orange) – Replace water main lines and valves at the following locations: at small section on 8th Street at southeast corner of Bldg. 17; all along D Street; around Bldg. 29 and at water main line and valves coming from 250,000 gallon water storage tank to the water main line on D Street and looping back Westward to the water main on 1st St.

All of these phases are tentative. The Contractor shall coordinate with the User to ensure minimum interruption to their daily operations. The Contractor shall coordinate the paving work and the water line replacement so that operations are done in the area with minimal disruption to the surrounding area. Water Line replacement for each area shall be complete prior to pavement repair for that area. It is recommended that the Contractor replace the lines and valves, starting at the North and Eastern side of the Base and work West after those phases are complete. The water line depth increases from 3’ deep on eastern end of Base to 10’ depth on west end of the Base. See Appendices 10 and 10A for depths and locations of existing waterlines and valves. Replacement of the line for building 29 must be performed last due to its location for the Contractor to drive their trucks.

2.1.6 Existing PVC Water Main Lines: There is approximately 5,162 feet of PVC water distribution main water lines that were installed within the last 3 years. They are on the North side of Bldg. 235 and on the East side of Bldg. 235 on 5th Street; on the North side of WH 56 on B Street; around WH 58 on the East, South and West sides; on North side of WH 57 along B Street; on West side of WH 57 and a small section on South side of WH 57 on C Street; east and Southeast sides of Bldg. 100; North and Northwest side of Bldg. 31 and Southwest side of Bldg. 32. These lines shall not be replaced. Locations of existing PVC main water lines are shown on Appendix 10– Tracy Site General Water Map.

The Contractor shall also be responsible for the construction plans, engineering, and details as well as the construction of the water line. The Contractor shall provide all labor, equipment and material to complete the construction of complete, operational water lines.

2.2 Paving Repairs: Contractor shall furnish and provide all labor, material, equipment, testing, and supervision to repair roadways, storage and parking areas at the Tracy DLA Installation Support San Joaquin CA in accordance with plans and specifications. The Contractor shall repair areas identified on drawings as Major (approximately 23,516 SY), Minor areas (approximately 45,422 SY), and Reconstruct areas (approximately 43,337 SY) of roadways and storage and parking areas throughout DDJC-Tracy site.

Contractor shall restore pavement markings including but not limited to fog lines, center lines, intersection lines, stop marking, and roadway reflectors. Work is identified as Base Bid and Options. See attachments for areas of work. Work shall also include removal and replacement of all smoke shacks, dock levelers, picnic tables/benches, and stairs which are in the construction areas and require removal prior to construction. After construction, these appurtenances are to be replaced in the same areas.

2.2.1 CLIN 0002 Minor Repair:

2.2.1.1 Pavement Repair Minor: Approximately 45,422 square yards on attached map (Appendix 1) and drawing (Appendix 11B). Remove 8” of existing materials by cold milling existing asphalt pavement (assume 2” thick), and remove existing aggregate base (assume 6”). Mix existing aggregate base with cold milled asphalt pavement and reuse as “recycled aggregate base”. If there is no existing aggregate base, remove and haul-off 6” of subgrade material. Reconstruct the area with 12” deep, lime treated subgrade with 4% lime, 6” recycled aggregate base, and new 2” asphalt pavement. See Appendix 7 for detail pavement section.

Aggregate base compaction shall be greater than or equal to 98%. AC top course shall match existing grade.

2.2.1.2 Restore parking stalls as required (approx. 10,505 LF), by repainting the parking stalls that were taken out due to the removal of the pavement. Locations of parking stalls and wheel stoppers to be restored and repainted are shown on map (Appendix 6). Parking stalls for RV parking are shown in Appendix 8.

2.2.2 CLIN 0003 Major Repair:

2.2.2.1 Areas marked as Pavement Repair: Major (Approximately 23,516 SY) on attached map and drawing (Appendix 1 and Appendix 11B). Remove 9” of existing materials by cold milling existing asphalt pavement (assume 3” thick), mix with existing aggregate base (assume 6”) and reuse as “recycled aggregate base”. If there is no existing aggregate base, remove and haul-off 6” of subgrade material. Reconstruct the area with 12” lime treated subgrade with 4% lime, 6” recycled aggregate base and new 3” asphalt pavement. See Appendix 7 for detail pavement section. Aggregate base compaction shall be greater than or equal to 98%. AC top course shall match existing grade.

2.2.3 CLIN 0004 - Reconstruction (Roadways):

2.2.3.1 Areas marked as Pavement Repair: Reconstruct (Approx. 43,337 SY) on attached map (Appendix 1) and drawing (Appendix 11B). Remove 12” of existing materials by cold milling existing asphalt pavement (assume 3” thick), mix with existing aggregate base (assume 6”) and reuse as “recycled aggregate base” and haul off 3” of subgrade. Reconstruct the area with 12” deep, lime treated subgrade with 4% lime, 9” recycled aggregate base and new 3” asphalt pavement.

See Appendix 7 for detail pavement section.

2.2.3.2 Repaint fog lines (approx. 19,844 LF) as required. Fog lines shall be 4” wide, white, and thermoplastic lines.

2.2.3.3 Restore centerlines (approx. 2,158 LF). Centerlines shall be yellow, thermoplastic, and 4” wide.

2.2.3.4 Provide new double yellow and thermoplastic solid intersection lines (approx.400 LF) at a minimum of 100 feet from intersection for reconstructed roadways.

Restore roadway reflector for intersection lines.

2.2.3.5 Install new two-way yellow retroreflective roadway reflectors (approx. 228).

2.2.3.6 Install new two-way blue retroreflective roadway reflectors where fire hydrants are present (5). Placement of blue reflectors shall be 6” from the centerline where fire hydrants exist.

2.2.3.7 Restore “STOP” pavement marking (approx. 3) to preconstruction conditions.

2.2.4 CLIN 0005 – Remove Railroad Tracks

Contractor shall remove Railroad Tracks spanning roadways (Approx. 4,305.5 LF) shown on attached map (Appendix 2). Contractor to recycle rails and ties. Repave areas where railroad tracks are removed. Repave areas (3,404 SY) based on the specifications in the Base Bid for “Reconstruct” roadway repairs.

3. OPTIONS (Removed NOT IN CONTRACT)

3.1 Option 1 Backfill Existing Open Ditch:

Option 1 is to backfill existing open ditch along 2nd Street between Warehouses 3 and 6and install a 30” storm drain pipe for drainage. Ditch is 900 ft. in length, with a slope of

0.0063. Contractor shall provide all labor, equipment, and material to convert the open ditch to an underground storm drain system, including removal of the concrete lined ditch and installation of a storm drain pipe. See Appendices 20 and 21 for drawings of open ditch.

Contractor shall utilize the ditch backfill detail and install backfill, piping, materials and pavement to alleviate storm drainage from roadway and surrounding area. Clearances from existing water lines shall be in accordance with current codes. Contractor shall relocate the four (4) existing fire hydrants to the other side of 4th St.

Option shall be exercised within 90 days from Notice To Proceed if funds are available.

3.4 OPTION 2 Soil Removal backfill:

The previously demolished Warehouse 1 site contains approximately 26,000 CY of soil.

The site grades downward from East to West. Contractor shall remove approximately 26,000 CY of soil, regrade the soil, compact soil and hydroseed. Contractor shall ensure that there is no ponding of water to provide positive drainage with a minimum of 1% slope. Remove all excess soil from project site to a disposal site. All removed excess soils require testing as described below:

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

After testing the excess soil, if any excess soil shows contaminants it will not be disposed off site. Contaminated soil will be stockpiled at a location to be determined by the Base. If the Base determines that contaminated soil needs to be disposed offsite, a modification will be issued for that work.

Option shall be exercised within 90 days from Notice To Proceed if funds are available.

4. GENERAL REQUIREMENTS

4.1 Contractor to verify all existing conditions and dimensions.

4.2 All demolished materials shall be disposed of off DDJC property.

4.3 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. Areas with known contaminants are shown on drawing as Appendix 31.

Contractor shall wear PPE when performing work in these Land Use Control (LUC) sites. Excess soil from excavations of existing pipe may be stockpiled at area shown in Appendix 31.

4.4 DLA CIH 2006 Lead Laboratory Analysis (Appendix 3) found existing centerlines to contain lead residue. The study provides recommendation and regulations for disturbance of centerlines. Contractor shall implement and comply with the observations and regulations stated in this study.

4.5 Contractor to document materials usage, material disposed of or diverted both construction and non-construction activities. See Appendix 5 for spreadsheet to document material disposed/diverted.

4.6 If water outage is required, Contractor shall request it at least 30 days in advance.

Connection must be performed without causing major disruption to the facilities at DDJC Tracy. Therefore, the Contractor must submit a phasing plan for their scheduled outage which requires approval by the ACO.

4.7 The Contractor shall be responsible for the coordination of work performed by his employees and all his 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 design and/or construction work.

4.8 Contractor must provide a full time superintendent and quality control for this contract.

A separate safety manager shall be provided per specification 01 35 26 found in Division 1 Specifications.

4.9 In addition to the qualification of QC listed in the original solicitation, Contractor shall provide one full time QC with three years of experience in water line installation.

4.10 Training: Contractor shall provide the base personnel at DDJC Tracy with 24 hours of training of all the functionality and data of the plumbing/piping and operation and maintenance.

4.11 SPECIAL CONSTRUCTION PROCEDURES

4.11.1 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.

4.11.2 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. The Contractor shall direct all employees without a current contractor identification badge to the main gate to gain access to DDJC Tracy Depot.

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 Tracy Truck Gate Monday through Friday. All drivers and passengers are subject to the same requirement as listed in paragraph 4.11.1 above as well as their vehicle. Driver must possess the bill of delivery order which has the delivery address clearly marked. All delivery vehicles will be searched prior to the 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.

4.11.3. Working Hours: All work shall be completed within 540 calendar days after NTP of the contract. The time stated for completion includes final clean-up of the premises.

(FAR 52.211-10, Commencement, Prosecution, and Completion of Work). All work shall be accomplished accomplishedduring normal work hours, Monday through SaturdayFriday, 0700 to 17530. Any utility outage shall be scheduled 72 hours in advance.

5. MATERIALS & INSTALLATION

5.1 Contractor shall provide all the necessary labor, materials, equipment, testing, measurement and verification, supervision, transportation and all general conditions that can be reasonably inferred from the Contract Documents to complete the repair of storage and parking areas at DDJC – Tracy Site. Contractor laydown area is shown on Tracy Base Map - Appendix 1A.

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 to document materials usage, material disposed of or diverted both construction and non-construction activities. See Pollution Prevention spreadsheet to document material disposed/diverted.

6.5 Any disposal of soils will be tested prior to disposition. See paragraph 3.4 for testing requirements.

6.6 See Appendix 3, Appendix 5, Appendix 5A, Appendix 16, Appendix 23 and Appendix 24 for additional environmental requirements and Environmental Control documents.

7. SECURITY AND BADGE REQUIREMENTS:

The Contractor shall be required to comply with all DLA 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, including subs, shall provide COR with all vetting information in an EXCEL Spreadsheet 97-2003 (or later version) Document 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 TRAFFIC AND SECURITY REQUIREMENTS: Persons employed in

performance of this contract, shall be subject to Security Regulations of Defense Distribution Depot San Joaquin. These regulations pertain to the following subjects:

1. Rules of the Road

2. Vehicle Registration requirements

3. Personnel Entrance requirements

4. Observation of "For Official Use Only" operations and associated restrictions of discussing and writing about these operations.

Each Prime Contractor, Supervisor, Employee, must have in their possession, at time of registering for entrance to the Base, the following:

1. Current State Driver's License

2. Current Vehicle Registration

3. Certificate of Insurance for "Company Vehicle" or a current insurance policy giving an "expiration date" for those privately owned vehicles.

7.3 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.

7.4 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.

7.5 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.

7.6 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.

7.7 Contractor’s Badge Requirements

7.7.1 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.

7.7.2 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.

7.7.3 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.

7.7.4 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.

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

8. GENERAL INFORMATION

8.1 Submittals:

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

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

4. Manufacturer's Operation and Maintenance Manuals

5. Material Safety Data Sheets

6. Quality Control Program Plan; Hazard Analysis.

7. Product Data for all construction materials

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

9. Contractor’s Work Plan

10. Construction Schedule to include Construction Phasing

11. Soil Laboratory Results

12. System Installation Plan

13. Test Plan

14. Security Plan

15. Materials usage worksheet.

16. Materials dispose/diverted worksheet.

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

18. Manufacturer’s data sheet and specification for all materials and equipment

19. Completed DD Form 1354

See Division 1 Specifications, Section 01 33 00 to Submittal approval process.

8.2 Preconstruction Meeting:

Prior to the initiation of work, a meeting will be held with the Contractor, Corps COR and Depot PM/PE to discuss matters of mutual interest concerning the contract. General conditions, work schedule, phasing and coordination, security, safety, permits, and other matters pertinent to work accomplishments will be discussed in this meeting.

8.3 Time Extensions for Unusually Severe Weather:

Refer to contract section 007000, FAR 52.249-10, Default (Fixed-Priced Construction.

8.4 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 term and conditions of this contract. If an individual other than the Contracting Officer attempts to make changes to the term and conditions of this contract the Contractor shall not proceed with the change and shall immediately notify the Contracting Officer.

8.5 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 540 calendar days after the award/NTP of the contract. The time stated for completion shall include final clean-up of the premises.

8.6 Liquidated Damages:

The liquidated damages for this contract are $ 2,137.00 per calendar day. The Government may assess the Contractor liquidated damages in the amount of $2,137 for each day of unexcused delay beyond the established contract completion date.

8.7 Point of Contact (POC:)

USACE: Lynette JohnBull, Contract Specialist (916) 557-7957 Email: lynette.j.johnbull@usace.army.mil

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

The Administrative US Army COE POC & 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 ACO will assign a USACE COR to the project.

The USACE COR & POC address is:

ATTN: TBD, Resident Engineer U.S. Army Corps of Engineers, Sacramento Resident Office 2194 Ascot Avenue Rio Linda, CA 95673

Contractor shall reproduce four hard copies, of all 8.5” x 11” specification, drawings and miscellaneous contract documents. 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.

8.9 Site Safety and Health Officer (SSHO):

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.

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

The 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 biobasedbio based products for federal procurement and specifies minimum biobasedbio based content levels for those products.

Any designated product that is being offered or supplied under this contract shall meet USDA Bio Preferred’s minimum biobasedbio based content level. Visit the BioPreferredBio Preferred web site for the complete list of designated products and the associated minimum biobasedbio based content level requirements.

9.4 Energy Star (Not Applicable to this project)

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 (Not Applicable to this project)

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

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

9.6 Asset Take-Back (Not Applicable to this project)

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:

1. Appendix 1 - Paving Plans 1 03 2017.pdf. Map of DLA Distribution San Joaquin with areas marked for repairs of roadways and storage and parking areas.

2. Appendix 1A – Tracy Base Map.pdf. Map showing Base with Contractor’s proposed staging area.

3. Appendix 2: Railroad Removal.pdf. Map of DLA Distribution San Joaquin with areas marked for railroad removal and repairs of roadways and parking areas.

4. Appendix 3 - Striping study.pdf. DLA CIH 2006 Lead Laboratory Analysis.

5. Appendix 4 - DesignRoadFlexibleCBR.xls. Pavement Preliminary Design.

6. Appendix 5 - Environmental Requirements Paving.pdf.

Appendix 5A - Environmental Requirements Water Pipeline

7. Appendix 6 - Parking.pdf. Map showing parking areas to be restored.

8. Appendix 7 - Basewide Pavement Repair Sections.pdf.

9. Appendix 8 - New RV Storage.pdf. Map showing RV new Parking Layout.

10. Appendix 9 - Construction Project Sign.pdf

11. Appendix 10 – Tracy Site General Water Map

12. Appendix 10A – Domestic Water Valve Depths DLA Tracy.xlsx

13. Appendix 11 – Updated Water Lines Replacement ALL

14. Appendix 11A – Updated Water Line Phasing Plan

15. Appendix 11B – Updated Water Line Replacement and Paving Repair ALL

16. Appendix 12 – Tracy Water Assessment Report Map

17. Appendix 13 – Tracy Site Utility Plans

18. Appendix 14 - UFC 3-230-01 Water Storage, Distribution, and Transmission

19. Appendix 15 – UFGS 33 11 00 Water Distribution Specification

20. Appendix 16 – Asbestos Abatement Specification

21. Appendix 17 – Water and Sewer Line Details

22. Appendix 18 – Potable Water Hydraulic Model Update

23. Appendix 19 – Trench Backfill Detail Revised

24. Appendix 20 – Storm Ditch on 2nd Ave.pdf (NOT USED)

25. Appendix 21 – Storm Ditch Detail.pdf (NOT USED)

26. Appendix 22 – StormwaterStorm water Map

27. Appendix 23 – Environmental Controls.pdf

28. Appendix 24 – Construction and Demolition Debris Worksheet

29. Appendix 25 – As-Built Warehouse 29 Soil Boring Logs

30. Appendix 26 – As Built Warehouse 28 Soil Boring Logs

31. Appendix 27 – Boring Logs for WH 56

32. Appendix 28 – Boring Logs for WH 57

33. Appendix 29 - Geotechnical Investigation Report for WH 58

34. Appendix 30 - Boring Logs for WH 59

35. Appendix 31 – Land Use Control Sites

36. Appendix 32 – Location Map for Testing of Excavated Soil

-End Statement of Work-

16. Appendix 12 – Tracy Water Assessment Report Map