Statement of Work_Repair MOGAS Station_Revised 25 Aug 20.pdf

STATEMENT OF WORK

PROJECT LOCATION: 182d Airlift Wing, Illinois Air National Guard 2416 S. Falcon Blvd Peoria, IL 61607-5023

PROJECT TITLE: Repair MOGAS Station

WORK ORDER NUMBER: 202002657

1.0 SCOPE:

1.1

1.2

2.0

2.1 Prepare New Site

A. (X)

B. (M) Demolish existing asphalt curb. See Attachment 1 7 for demolition details.

2. Remove and dispose of concrete off-site.

C. (NC)

Date: 25 August 2020

Work of this contract comprises of providing all materials, tools, equipment and labor necessary to:

Remove underground tanks from existing MOGAS station, backfill, prepare soil, place concrete, and trench electric/comm lines from building 536 to new site IAW UFC 3-460-01. See Attachment 8.

CLIN 0001 Prepare Site for New Tanks

A separate Notice to Proceed (NTP) will be given for each CLIN. Contractor shall not proceed with work on any CLIN until a NTP is issued for the specific CLIN number

Demolish existing fence. See Attachment 1, MOGAS Station Layout, 12 December 2019, 1 Page, for demolition details.

1. Remove and dispose of all fence and associated components including barbed wire, grounding, etc.

1. See Attachments 5 & 6, Site Utilities, 12 December 2019, 1 Page, for existing site utility layout.

Trench 200 amp electric service in 4" PVC from B536 and communication utilities to the dispensing site. Contractor is to provide 1ea- 4" PVC with pull tape for communications. All horizontal underground conduit shall be run a minimum 30" below finished grade.

See Attachment 2, MOGAS Station Trenching, 12 December 2019, 1 Page, for trench details.

1. See Attachments 5 & 6, Site Utilities, 12 December 2019, 1 Page, for existing site utility layout.

2. Ensure areas excavated for trenching are restored to original condition.

D. (NC)

2. Provide 12" of sub-base (CA-6) compacted to 95% minimum.

E. (M)

2. New fence to match existing.

F. (M)

1. Provide design to BCE/DBCE prior to construction

3. Contractor is to provide a 200amp service panel in a NEMA 4 enclosure mounted to the canopy support closest to the fire station.

5. Add 2 ea 8" wide Drain Gutters from new surface, one on each side of new tank slab. Extend drains under existing fence into POL yard and tie into existing curbing. See Attachment 7 for location.

6. Add 48" sidewalk on west side of new slab in line with new pedestrian gate. Extend new sidewalk through new pedestrian gate to existing curb inside POL yard. See Attachment 7 for details

4. Contractor shall furnish a 200amp breaker in B536 and connect new electrical service to breaker.

3. Provide all labor and materials to reset NW corner fence post and install (2) new 18' manual sliding fence gates to match exisiting. See Attachment 7 for location details.

Install new fencing 48" pedestrian access gate with lock. See Attachment 7 for location details.

Pour 8" reinforced P.C.C. on top of 6" prepared sub-base in accordance with Illinois Department of Transportation standards. See Attachment 7 and Attachement 13 for concrete location and details.

3. Ensure curb is formed. See Attachment 3, Curb Detail, 13 December 2019, 1 Page.

4. Storm drains shall be installed and tied into existing. See Attachment 4, MOGAS Strom Drains, 12 December 2019, 1 Page, for details.

1. Fencing shall include all material, equipment and labor necessary to install new opening and pedestrian gate. provide 3 electronic sliding or raising gates.

Install 20' tall 40' x 10' cantilever-type canopy to cover pumps IAW UFC 1-200-01 (Attchment 9) and UFC 3-301-01 (Attachment 10). See Attachment 7 for location details.

1. Ensure grade of concrete does not exceed 2%. Slope of new concrete is towards existing POL yard to ensure proper drainage and provide run-off/spill protection into existing containment systems.

7. Concrete joints will be sealed IAW UFGS 32 01 19.61. See Attachment 11 for details. Sealant has to be polyurethane or polysulfide.

See Attachment 12 for additional information.

2. Canopy must not interfere with driving lane/filling operations.

G. (N)

3.0

3.1 Remove Existing Underground Tanks

A. Remove asphalt and existing top cover from existing tank site.

B.

C.

2. Dispose off-site

3.2 Backfill Underground Tank

A. Perform soil testing to ensure soil is not contaminated prior to backfill.

1. Testing shall be performed in accordance with IEPA guidelines.

2. Excavate if required to remove all contaminated soil.

B. Backfill soil and patch asphalt.

1. Be sure to completely remove tanks including all components, broken fragments, etc.

The Government will inspect the work upon the completion of CLIN 0001 contract requirements and acceptance will be authorized for payment purposes after all work of this CLIN conforms to contract requirements including punchlist items. Once CLIN 0001 has been accepted, a separate NTP will be given for the contractor to perform work on CLIN 0002.

CLIN 0002 Demolish and Remove Existing Tanks

3. Canopy must have lighting, tie into existing overhead lot lights.

Lights need to be High-Ouput LED to match existing canopy lighting

Remove and dispose of underground tank system, canopy, pumps and associated material.

Disconnect and cap all components of any utilities associated with underground tanks.

1. Ensure all sub-base is properly compacted and asphalt conforms to DoD and IDOT standards.

3.3 Acceptance

A.

4.0 CLIN 0003 Bollards

4.1 A.

B.

5.0 CLIN 0004 CRMA

5.1 This is an informational CLIN: Contractor shall use the Enterprise-Wide Contractor Manpower Reporting Application (eCMRA) IAW AFARS 5137.910.

The contractor shall report ALL contractor labor hours (including subcontractor labor hours) required for performance of services provided under this contract via a secure data collection site. The contractor is required to completely fill in all required data fields using the following web address: https://www.ecmra.mil/.

Reporting inputs will be for the labor executed during the period of performance during each Government fiscal year (FY), which runs October 1 through September

30. While inputs may be reported any time during the FY, all data shall be reported no later than October 31 of each calendar year. If your contract overlaps two or more fiscal years, please enter the data separately for each year. You may divide the labor hours and labor dollars proportionally based on the length of time spent in each fiscal year. Contractors may direct questions to the help desk at https://www.ecmra.mil/.

The Government will inspect the work upon the completion of CLIN 0002 contract requirements and acceptance will be authorized for payment purposes after all work of this CLIN conforms to contract requirements including punchlist items. Once CLIN 0002 has been accepted and the new tanks have been installed by the Defense Logistics Agency (DLA), a separate NTP will be given for the contractor to perform work on CLIN 0003.

The Government will inspect the work upon the completion of CLIN 0003 contract requirements and acceptance will be authorized for payment purposes after all work of this CLIN conforms to contract requirements including punchlist items

Following the installation of the tanks by others, contractor will return and install 8 ea bollards in front of the new tanks. Contractor will take steps to prepare site for future installation. Reference Attachment 14 for details.

6.0 SUBMITTALS

6.1 Summary: This section specifies requirements for handling submittals.

6.2

6.3 Contractor shall submit the following:

A)

B) Material Safety Data Sheets C)

D)

E) Security Affidavits F)

G) Product Data H) Tests and Gradiation

7.0 SPECIAL REGULATIONS:

7.1

7.2 The Contractor shall meet all existing Government criteria pertaining to safety, air and water pollution, and noise control.

General Procedures: Unless noted otherwise, the Contractor is required to submit material submittals for the contract within 10 business days after acceptance of the award (or as directed by the Contracting Officer). Data shall be collected into a single submittal for each element. Submit a minimum of three (3) copies of all data for each submittal along with one (1) copy of the completed AF Form 3000.

Identify the line item that corresponds with the "Schedule of Material Submittals" (AF Form 66) for each submittal. Deliver submittals to Contracting Officer's Technical Representative (COTR). Deliver AF Form 3000 to Contracting Officer (KO). The Government will review the material submittals and respond within 10 business days after receipt of the completed AF Form 66.

Schedule of work. For project coordination purposes (i.e. among the Contractor, Contracting Officer's Technical Representative, Fire, Safety, Environmental, Security, etc.), the Contractor shall submit a proposed work schedule. The work schedule shall include but not be limited to the following: date for delivery of material/equipment; service start date;

number of days service will occur; hours during which service will occur; etc.

Contractor Hazardous Material Identification Part 1; Part one is a list and specifications of potential hazardous materials that may be used during the contract.

Contractor Hazardous Material Identification Part 2; Part 2 is a list and specifications of hazardous materials that were actually used during the contract.

Written Guarantee. Submit two copies of written guarantee, signed by the Contractor and Installer agreeing to repair or replace defective materials and workmanship of work for a period of one (1) year, which starts on date of substantial completion as agreed upon by the Contracting Officer (KO).

The Contractor shall comply with OSHA regulations and directives pertaining to safety practices and requirements in so far as they pertain to the Contractor's activities at the base.

7.3

7.4

END OF STATEMENT OF WORK

Each contractor, material dealer , and any other person who provides labor, material or services of any kind, or who does work of any kind in connection with this project for any trade, must comply at all times, in all respects with the applicable provision of all federal state, county, and municipal laws, ordinances, and statutes.

The Contractor shall comply with Federal Acquisition Regulation 52.223- 3 in regards to hazardous material. Contractor shall identify all hazardous material that will be on-site via the Hazardous Material Identification Worksheet Part 1 (referenced in paragraph 2.1.3 above) Contractor shall submit a Material Safety Data Sheets (MSDS) for all material identified on the Hazardous Material Identification Worksheet Part 1. When the physical work is complete, Contractor shall submit the Hazardous Material Identification Worksheet Part 2. This worksheet shall identify all hazardous materials and associated quantities utilized on-site. Contractor shall remove all excess materials, unused materials, and/or hazardous wastes generated during the contract from the base.

8. SOW-Modified