1110_Parking_Lot_SOW-FBO.docx

MILLING AND RESURFACING PARKING LOT and

CONCRETE PAD

STATEMENT OF WORK

PROJECT NUMBER: PJMS

MARYLAND AIR NATIONAL GUARD

MARTIN STATE AIRPORT

NATIONAL GUARD BASE

BALTIMORE, MARYLAND 21220

5 MAY 2015

1. General Project Information:

This objective of this project is to mill down the existing parking lot and resurfaces the area. Adding a new entrance and parking layout to be able to utilize the space more efficiently. Installing a new concrete pad in the rear of the building to allow for an area for training evaluations.

2. Existing Conditions:

The parking lot next to building BLDG 1110 is deteriorating due to age and use.

3. Project Location and Background:

Parking lot is located next to BLDG 1110 and across from BLDG1120 at Martin State Airport, Maryland Air National Guard Base, Baltimore, MD 21202. Entrance to the Air Guard side of the airport is at Lynbrook road off of Eastern Boulevard

4. Use of Premises:

Coordinate access to premises with Contracting Officer’s Representative (COR), for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site. If military emergency operations require escorts, the Government will provide them to the Contractor at no cost.

The Contractor shall designate employees; usually the job superintendent and one other person, to sign a background check release form for base access. Once a background check has been completed with no negative findings, those employees will be granted escort privileges. This employee shall be responsible for escorting all employees that do not have badges, including subcontractors and delivery persons.

The COR will determine the equipment, material and other staging locations or work areas available under this contract.

Contractor shall assume full responsibility for protection and security of materials and equipment stored on site.

Contractor shall move any stored products, under their control, which interfere with operations of the Government.

5. Government Equipment:

Contractor use of Government owned or leased equipment such as: hoists, forklifts, compressors, welding machines, cutting rigs, etc. shall not be permitted on either a reimbursable or non-reimbursable basis. Cost for all equipment required to accomplish the work shall be included in the Contractors final bid price.

6. Permits and Inspections:

Normally no permits or inspections by local building officials are required. All inspections will be performed by COR unless modified by the Statement of Work. Any testing is the responsibility of the contractor. All testing must get prior approval by the /Contracting Officer.

7. Change Orders:

Only the Base Civil Engineer (BCE) or the Contractor may initiate change order requests. Do not proceed with any work until a signed modification or other written authority is received from the Contracting Officer. Only the Contracting Officer may approve a change order.

8. Field Changes:

No changes in the cost or the scope of the project may be made without processing a change order. Field changes not involving cost or scope may be initiated by the BCE, COR, Contracting Officer or the Contractor.

9. Contractor Passes:

Contractor’s Passes and ID cards for all Contractor personnel are required for access to the Base and construction site. All employees who will be driving on base must have a valid driver’s license, proof of vehicle insurance, vehicle registration and a vehicle pass. Vehicle Passes and Base ID cards can be obtained from the Security Forces (Facility 2020).

10. Daily Reports and Sign-In Register:

Each day the Contractor is on site to perform any work, the Superintendent/Foreman shall sign in at Base Engineering (Facility 2100), indicating specific Facility/Location and the number of persons who shall be performing work that day. Upon Notice to Processed (NTP) contractor will provide at the end of every week separate daily reports to the Governments Project Manager

11. Hours of Operations:

The hours of operations at the Martin State Airport Air National Guard Base are 10 hours per day (0630 – 1700) Tuesday – Friday. Coordinate access to premises with COR for execution of work. Emergency situations, military operations, or other contingencies, may cause suspension of work or restrictions on access to the construction site.

12. Off-Hours Work:

Except as otherwise specified, all work shall be performed during regular work hours (indicated above). If the Contractor desires or is required to work on Mondays, Saturdays, Sundays, Holidays or other hours outside normal work schedule, the Contractor shall be required to seek written approval from the Contracting Officer. The Contractor is not entitled to premium time if the request is approved.

13. Clean up:

The work site is an active civilian and military airport. Site cleanliness and Foreign Object Debris (FOD) control is essential. The Contractor will clean up all construction debris and refuse and will remove it from the work site and the Base daily at their own expense.

14. Safety:

The Contractor is responsible for performing all work In Accordance With (IAW) State and Federal OSHA requirements as well as compliance with the most current USACE EM 385 1-1.

15. Environmental Protection and Waste Disposal:

The Contractor shall, at their own expense, remove all sludge, dusts and debris from the property of the Martin State Airport Air National Guard Base which have resulted from specific work described in (Statement of Work (SOW). The disposal of all such materials, which may include hazardous or toxic liquids that are used to perform the work, shall conform to all Federal, State, and Local environmental regulations with regards to both transportation and ultimate disposal. This project must comply with all Federal, State, and Local environmental regulations. All dumpster service and waste management shall be provided at no additional cost to the Government. All recyclable metal shall be placed into Maryland Air National Guard scrap metal recycling containers. Please contact the Base Environmental Engineer Lt Col Peter Loebach at (410) 918-6486 for detailed information.

16. Hazardous Materials:

If suspected hazardous materials are discovered, do not disturb, and contact the COR.

17. Drawings:

Drawings furnished by the government to the Contractor may be used for general information only and shall not be relied upon or used as the basis for preparation of contract drawings required by this contract without complete on-site verification by the Contractor.

18. Specific Project Information:

Standards: Maryland State Highway Administration Standards Specification for Construction and Materials. Category 500, MD-572.61 CONCRETE PAVEMENT LONGITUDINAL TIE DEVICES: MD-572.91 -92CONCRETE PAVEMENT LONGITUDINAL TIE DEVICES; MD-578.03 PERMANENT PATCHING FOR RIGID OR FLEXIBLE PAVEMENT USING HOT MIX ASPHALT

19. Site Visit:

TBD

20. Cost Proposal: Provide a detailed cost proposal indicating costs and breakdown for:

a. Labor

b. Site work

c. Material

d. Installation

21. Description of Work:

The Contractor shall describe in his or her proposal how they will manage the project. The Contractor shall identify key staff and their abilities to manage projects of this magnitude, including scheduling methods, reporting and execution.

22. Construction Performance Period:

The Contractor shall identify the proposed construction performance period. The proposed performance period will be included in the Cost Proposal/Final Bid

23. Meetings:

A Preconstruction Meeting will be required post award and prior to construction. Bi-Weekly progress meetings will also be required.

24. Sundry Elements:

Any material, devices or services not specifically mentioned or indicated in this specification that are reasonably required for a complete, finished and first class operating installation, shall be provided by the Contractor at no additional cost to the owner. The work shall be installed in accordance with this Statement of Work (SOW) and best industry practices.

25. MILLING/RESURFACING PARKGING LOT AND CONCRETE PAD STATE OF WORK (SOW)

General:

Contractor is to provide in bid all material, equipment and labor to successfully complete the statement of work described.

Civil:

1. NEW ENTRACNE AREA( FULL DEPTH PAVING) SEE DETAIL #2

Contractor is to excavate area at new entrance (see detail #2) approximately 3400 cubic feet to a minimum depth of 12”.

Contractor is to remove and dispose of excess soil.

Contractor is fill and compact CR-6 a minimum of 8”, place and compact in 4” lifts.

Contractor is install a 2” layer of hot mix asphalt (19.5mm) Contractor is install a 2” layer of hot mix asphalt (9.5mm) Contractor is to install bollards with chains in the area designated on blueprints. Contractor is field verify and measure bollard installation space to determine how many bollard are necessary to block old entrance to parking lot.

2. MILL AND RESURFACE PARKING LOT

Contractor is cut abandoned utility covers, grates, curd boxes etc.; to a depth below the base elevation of the parking lot.

Contractor is to raise active utility covers, grates, curb boxes etc.; to an elevation determined by the finish elevation of new asphalt.

Contractor is to mill approximately 20,000 square feet of existing parking lot to a depth of minimum 3” to achieve a flat and even surface.

Contractor is to apply bituminous adhesive to newly mill surface prior to installing new asphalt.

Contractor is to install 3” of new hot mix asphalt (9.5mm) to approximately 20,000 square foot of newly mill parking lot.

Contractor is to install concrete curb stops at parking spaces and perimeter of parking lot.

Contractor is to grade, seed and straw disturbed areas as required.

3. LAYOUT AND PAINTING PARKING LOT

Contractor is to design and layout the parking spaces.

Contractor is paint/stripe parking lot using industry standards and logic.

Contractor is to paint concrete curb stops safety yellow

4. CONCRETE PAD IN THE REAR OF BUILDING 1110

Contractor is to excavate area behind building 1110 (see detail #2) approximately 1500 cubic feet to a minimum depth of 12”.

Contractor is to remove and dispose of all excess soil.

Contractor is to fill and compact CR-6 base minimum 6”, place and compact in 1”lifts.

Contractors is to install bituminous expansion joints material where new concrete will abut existing building foundation, steps, and sidewalks.

Contractor is to install WWF (welded wire fabric 6x6 W2.9xW2.9) in area where new concrete is to be poured.

Contractor is to pour and finish 6” 3500 psi concrete pad with a broom finish.

Contractor is to cut control joints as need to stop concrete from cracking. All concrete work is to done using industry standards and practices.

Contractor is to grade, seed and straw disturbed areas as required.

26. Quality Control:

The Contractor shall establish and maintain quality control to assure compliance with contract requirements and shall maintain records of his quality control for all construction operations required under this the statement of work (SOW). A copy of these records, as well as the records of corrective action taken, shall be furnished to the Government.

27. Existing Utility Interruptions:

Do not interrupt utilities serving facilities occupied by Owner or others unless permitted under the following conditions:

Notify the COR prior to arranging with Baltimore Gas and Electric (BG&E) to shut off and turn on electrical and/or natural gas utilities. Notify the COR not less than 7 days in advance of proposed utility interruptions. The Government will be responsible for all BG&E connection fees.

Do not proceed with utility interruptions without the COR’s written permission.

28. Submittals:

a. Production schedule with hold points for inspections.

b. Safety Plan/AHA

c. MSDS

d. Product data sheets and color samples as required for:

Paint Curb Stops Welded Wire Fabric Bollards w/ Chains

29. Shop Drawings:

Provide drawings required to show the systems involved and clearly show the extent, type and detailed requirements of the work for approval by the COR prior to construction. Submit 4 sets of all drawings; 1 set for BCE, 1 set for Contracting, and 2 sets will be returned to the Contractor. Drawings shall include but not be limited to:

a. Schedules as required.

b. Typical sections.

c. Construction plans and details.

30. As-Built Drawings:

Provide redlined As-Built drawings of all new construction. Utility redlines shall show the locations of utility lines and connections with dimensions that are triangulated to building corners.

31. Product Information:

Provide all material submittals utilizing AF IMT 3000, Material Approval Submittal available at: http://www.usmilitarycontracting.com/uploads/Attach_6.pdf for approval by the COR prior to construction. Submit 4 sets of all AF IMT 3000 with attachments; 1 set for BCE, 1 set for Contracting, and 2 sets will be returned to the Contractor. Provide the following product information, calculations, and material samples for approval by the COR prior to construction:

e. Production schedule with hold points for inspections.

f. Safety Plan/AHA

g. MSDS

h. Product data sheets and color samples as required for:

Paint Curb Stops Welded Wire Fabric Bollards w/ Chains

32. Installer’s Qualification:

Contractor shall have at least ten years documented experience in site work and parking lot milling and resurfacing.

33. Certifications:

N/A

34. Statement of Work Attachments:

a. Project Location Map

b. Pictures

c. Environmental Protection Plan for Contractors.