A01-Attachment_1_-SOW_Amendment__1.pdf

As of 12 January 2017

Statement of Work (SOW) For

XGFG 152005 – Repair and Sustainment of POL Area

The Government has a requirement to replace the two concrete refueling tanker truck lanes with one larger lane within the fuel farm compound. There is also a requirement to repair/replace the asphalt paved surfaces throughout the fuel farm compound. Fuel storage and refueling operations will continue throughout construction. Pending the availability of funds there is an optional requirement to replace the refueling tanker truck parking lot concrete pad. The optional requirement will be given as a separate bid price. Contractor will ensure that Government operations are not impeded and shall plan work accordingly. Accessibility will be defined by the Government. Project will be completed in four weeks to include weather delays. Unless otherwise stated all pavements will fall within the guidelines of UFC 3-460-01 Design: Petroleum Fuel Facilities and UFC 3-250-01FA: Pavement Design for Roads, Streets, Walks, and Open Storage Areas, and Wisconsin Department of Transportation (WISDOT) specifications.

Specifically, the Contractor who is awarded this contract shall:

1. Renovate and Replace Concrete Re-Fueling Station:

a. Demolish the existing concrete refueling fill station lanes between buildings 1215 and 1216 (nominally 8,200 square feet). Existing refueling/defueling pit pads and equipment will remain.

b. Demolish curbs and sidewalks adjacent to concrete refueling lanes as shown on XGFG 152005 DWG3 in order to accomplish work.

c. Demolish existing trench drains and associated drain piping and clean outs. Coordinate demo with new work to reuse system mains.

d. Coordinate demolition of sidewalks and adjacent site area in order to support new sanitary clean out and new stair entrances to refueling lane as shown on XGFG 152005 DWG2.

e. Excavate approximately 8,200 square feet of earthen material encountered to the extent required to form a new compacted 8” thick base course.

f. Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan. Storage of removed materials on the project site is prohibited. There are no recovered-material requirements in this project.

g. Install new concrete central trench drain and pit similar to existing construction, with associated piping and clean outs as identified on drawings. Reuse installed trench drain covers and frames to extent possible. If not possible replace in kind or with government approved alternative. Ensure new trench drain is constructed to have the capability to discharge and remove liquid from refueling area as that of existing site trench drain levels. Coordinate pit construction to prevent cracking or provide with fuel and water rated coating. Details are shown on XGFG

1520005 DWG6.

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XGFG 152005 – Repair and Sustainment of POL Area

h. Install new concrete refueling lane (approximately 8,200 square feet) as shown in XGFG 152005 DWG2. Concrete will have saw cut expansion and construction joints with slabs no larger than 20 feet by 20 feet. Control joints to be filled using 1” backer rod and fuel resistant self-leveling sealant (Dow Corning or approved equal).

i. Refueling entryway lanes shall be sloped at 3.25% and ensure that the refueling lanes can provide secondary containment of 10,000 gallons of liquid.

j. Refueling area pavement shall be designed to support a 32,000 kilogram (70,000 pound) 3 axle load with a tire pressure of 8.5 kilograms per centimeter squared (120 p.s.i.).

k. The pavement will be layered 8 inches of concrete and 8 inches of base course. The base course will be in two, 4 inch layers.

l. Concrete will be reinforced with #13 @ 12” O.C. EW reinforcement bar.

m. Aggregates must conform to the quality requirements of ASTM C33 and percentage of wear testing using ASTM C131 and/or ASTM C535. Use maximum size of 1.3 cm (1/2 inch) (100 percent passing 1.9 cm (3/4 inch sieve)).

n. Air Entrainment: Between than 5.0 and 6.0 percent air entrainment.

o. Flexural strength: 4.5 Mpa (650 psi) at 28 days determined using the procedures of ASTM C78.

p. Subgrade Compaction. Degree of compaction shall be the following percentages of the maximum density obtained by the test procedure in ASTM D1557, “Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort.”

q. Install new concrete curbs around new refueling lane and taper ends to match existing site conditions.

r. Replace sidewalks and provide new concrete stairs from the sidewalk coming from building 1215 into refueling lane as indicated on XGFG 152005 DWG3. Coordinate installation of sidewalks to match existing conditions.

s. The use of steel fiber reinforced concrete or similar systems is prohibited.

t. Any concrete and sealants used shall be jet fuel resistant concrete designed for northern climates.

u. Transition points between concrete and asphalt will match existing site conditions.

v. Lighting and electrical will matching existing site conditions unless otherwise specified by the Government.

For

XGFG 152005 – Repair and Sustainment of POL Area

2. Expand, Renovate, and Replace POL Facility Asphalt Entryway Roads

a. Excavate grassy areas identified on XGFG 152005 DWG3 and provide sub base for new paved surfaces.

b. Excavate asphalt to be replaced by concrete identified on XGFG 152005

DWG3 and provide sub base for new paved surfaces.

c. As annotated on XGFG 152005 DWG3 install concrete connecting refueling lane to entryway drive and roadways replacing existing asphalt surface. The pavement will be layered 8 inches of concrete and 8 inches of base course. The base course will be in two, 4 inch layers. Concrete will have same properties as listed in Section 1 above.

3. Renovate and Replace POL Facility Asphalt Roads:

a. Excavate approximately 45,200 square feet of existing asphalt and earthen material encountered to the extent required to form a new compacted 10 inch thick aggregate base consisting primarily of no. 2 gradation limestone. Asphalt location annotated on drawing XGFG

152005 DWG2.

b. Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan. Storage of removed materials on the project site is prohibited. There are no recovered-material requirements in this project.

c. The pavement will be layered 4 inches of HMA (hot mix asphalt) and 10 inches of base course. The HMA layer will consist of a 2” binder course followed by a 2” wearing course. The base course will be in two, 5 inch layers.

d. Grade, shape and compact aggregate base to receive and support new asphalt that will be free of ponding water and will drain storm water to existing inlets.

e. Subgrade Compaction. Degree of compaction shall be the following percentages of the maximum density obtained by the test procedure in ASTM D1557, “Test Method for Laboratory Compaction Characteristics of Soil Using Modified Effort.”

f. All HMA shall consist of 4%-5% PG64-28 asphalt cement and aggregate gradations in accordance with WISDOT specifications for binding and wearing courses in full cross section.

g. Install new HMA refuel truck transportation roadway and parking (approximately 48,000 square feet) as shown in XGFG 152005 DWG2.

For

XGFG 152005 – Repair and Sustainment of POL Area

Tack coating shall be incidental when required as preparation for paving.

Tack coats are not required between binder courses and wearing courses of new pavement cross sections if the subsequent courses are applied within 24 hours and underlying course surface is clean.

h. New asphalt drainage will match existing.

i. Transition points between concrete and asphalt will match existing site conditions.

j. Lighting and electrical will matching existing site conditions unless otherwise specified by the Government.

4. (OPTIONAL) Renovate and Replace Concrete Parking Pad:

a. Demolish the existing refueler truck concrete parking pad (nominally 7,100 square feet) as shown on XGFG 152005 DWG1.

b. Excavate approximately 7,100 square feet of earthen material encountered to the extent required to form a new compacted 8” thick base course.

c. Dispose of debris, rubbish, scrap, and other non-salvageable materials resulting from removal operations with all applicable federal, state and local regulations as contractually specified in the Waste Management Plan. Storage of removed materials on the project site is prohibited. There are no recovered-material requirements in this project.

d. Install new concrete parking pad (approximately 7,100 square feet) as shown in XGFG 152005 DWG2. The pavement will be layered 8 inches of concrete and 8 inches of base course. The base course will be in two, 4 inch layers. Concrete will have same properties as listed in Section 1 above.

e. Transition points between concrete and asphalt will match existing site conditions.

5. Site restoration. Contractor shall remove all excess earthen, aggregate or recycled material and debris from Truax Field to suitable disposal. Furnish fill, topsoil, fertilizer and mulching as may be required to restore lawns and lands disturbed by the contractors operations. The work site shall be clean, graded, have healthy growth of lawn along asphalt edges and fresh pavement markings.

6. Construction phasing. Construction shall be carried out per the phasing diagram in drawing XGFG 152005 DWG5.pdf. Although a phasing plan has been developed, if access for deliveries from tractor trailers and dispensing through R- 11’s still occur, Government will entertain alternative phasing plans.

7. In accordance with Wisconsin Statutes and City of Madison Ordinances permits for erosion control and storm water permits must be obtained prior to construction commencing. The City of Madison requires permits for erosion control and storm water with a supporting erosion control plan. The Wisconsin

For

XGFG 152005 – Repair and Sustainment of POL Area

Department of Natural Resources requires a storm water permit. The contractor is responsible for obtaining these permits prior to construction. A copy of the permits will be provided to the government upon receipt. The contractor will comply with all city and state requirements for erosion control throughout the project.

8. Site laydown. Site preparation and laydown will be determined during preconstruction meetings.

9. Contaminated soil. The contractor will immediately notify the Government if contaminated soil is discovered. Contaminated soil will be removed and remediated by the contractor at Government expense in accordance with all local, state, and federal laws.

10. The contractor will submit the product data sheets and Material Safety Data Sheets (MSDS) to the government for approval a minimum of 2-weeks prior to starting work.

11. Under no circumstances will asbestos and/or lead containing materials be installed on Truax Field without express consent in writing by the Contracting Officer’s Representative.

12. Submit either a Form 3052 (or similar product):

a. The purpose of this form is to provide a standard format by which the offeror submits to the Government a summary of incurred and estimated costs (and attached supporting information) suitable for detailed review and analysis.

b. In addition to the specific information required by this form, the offeror is expected, in good faith, to incorporate in and submit with this form any additional data, supporting schedules, or substantiation which are reasonably required for the conduct of an appropriate review and analysis in the light of the specific facts of this procurement.

c. When attachment of supporting cost or pricing data to this form is impracticable, the data will be described (with schedules as appropriate), and made available to the contracting officer or his authorized representative upon request.

d. By submission of this proposal the offeror grants to the contracting officer, or his authorized representative, the right to examine, for the purpose of verifying the cost or pricing data submitted, those books, records, documents and other supporting data which will permit adequate evaluation of such cost or pricing data, along with the computations and projections used therein. This right may be exercised in connection with any negotiations prior to contract award.

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XGFG 152005 – Repair and Sustainment of POL Area

13. All measurements in the statement of work are approximate and should be field verified. Any additional expenses shall be coordinated with COR prior to accomplishing unaccounted for work due to differences in calculations.

14. In an effort to preserve our environment for future generations, the 115 FW is instituting a revised portion of the EPA’s Comprehensive Procurement Guidelines. Below is a list of items that the 115 CES has determined can be reasonably incorporated into projects. The Base Design Guide which specifies certain materials/finishes overrides the below list. However, the CPG below shall be instituted to the greatest extent possible unless use of said materials is not advantageous to the Government in terms of cost. If contractor is claiming this exclusion, a cost analysis must be provided to the Government during construction. Materials listed below when found in said project will be submitted to the Government to ensure the CPG are being followed. Submittal will include Post Consumer Recovered Content as well as Total Recycled Content for each material encountered.

CONSTRUCTION

PRODUCT

MATERIAL

RECOVERED

POST-CONSUMER

RECOVERED CONTENT

TOTAL RECOVERED

CONTENT

Fiberglass Insulation Glass Cullet — 20–25% Cellulose Insulation (loose-fill and spray-on)

Post-consumer Paper 75% 75%

Perlite Composite Board Insulation

Post-consumer Paper 23% 23%

Plastic, Non-woven Batt Insulation

Recovered and/or Post-consumer Plastics

— 100%

Plastic Rigid Foam, Polyisocyanurate/ Polyurethane: Rigid Foam Insulation

Recovered Material — 9%

Foam-in-Place Insulation Recovered Material — 5% Glass Fiber Reinforced Insulation

Recovered Material — 6%

Phenolic Rigid Foam Insulation

Recovered Material — 5%

Structural Fiberboard Recovered Material — 80–100% Laminated Paperboard Post-consumer Paper 100% 100% Cement and Concrete Coal Fly Ash

GGBF Slag Cenospheres Silica Fume

Content requirements not specified, however, use of any of these materials is acceptable and encouraged in 115 FW concrete unless specifically stated otherwise due to performance requirements.

Shower and Restroom Dividers/Partitions

Plastic/Steel 20–100%16%67% 20–100%25–30%100%

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XGFG 152005 – Repair and Sustainment of POL Area

Nonpressure Pipe Steel1

Plastic – HDPE – PVC Cement

16%67% 100%5–15%

See Cement Section

25–30%100% 100%25–100%

See Cement Section Roofing Materials Steel1

Rubber Plastic or Plastic/ Rubber

16%(BOF)/67%(EAF)

100%

25–30%(BOF)/100%(EAF)

100% 100%

Flowable Fill Coal Fly Ash Ferrous Foundry Sands

Content requirements not specified, however, use of any of these materials is acceptable and encouraged in 115 FW concrete unless specifically stated otherwise due to performance requirements.

Attachments:

1. XGFG 152005 DWG1.pdf – Existing Site Plan

2. XGFG 152005 DWG2.pdf – Final Site Plan

3. XGFG 152005 DWG3.pdf – Demo Plan

4. XGFG 152005 DWG4.pdf – Sanitary Plan

5. XGFG 152005 DWG5.pdf – Construction Phases

6. XGFG 152005 DWG6.pdf – Design Details

CMRA Responsibilities: The contractor shall completely fill in all required data fields using the following web address: http://www.ecmra.mil/. Reporting inputs shall 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, beginning with 2013. Contractors may direct questions to the help desk at http://www.ecmra.mil

Unit Identification Code (UIC) for the Requiring Activity: FA6492

Issuing Office DoDAAC: W912J2