1._Striping_SOW.pdf

CONSTRUCTION STATEMENT OF WORK

FOR

ROADWAY PAVEMENT STRIPING (BASEWIDE)

MHMV 110045

07 MAY 2014

KIRTLAND AIR FORCE BASE, NEW MEXICO

TABLE OF CONTENTS

1.0 SCOPE

2.0 SCHEDULE

3.0 CONSTRUCTION

MHMV110045

1.0 SCOPE

This project will be located at various roadways, Kirtland Air Force Base, New Mexico. The contractor shall furnish all parts, material, labor, equipment, traffic control and supervision necessary to re-apply all roadway markings as defined in this scope of work and the drawings and specifications provided with this SOW. Markings shall be re-applied with retro-reflective thermoplastic markings as generally described below. There are variations over the length of each section. Work shall include re-applying all lane striping including white, yellow, dashed, solid and cross-hatched markings. New thermo-plastic lane striping can be re-applied over existing thermo-plastic. Work shall also include appurtenant markings. All existing cross walks, stop lines, directional arrows and lettering on the roadways listed in the table below shall be re-applied. If markings are currently retro-reflective (3M) tape, they shall first be eradicated per industry standards prior to re-application. All new cross walks, stop lines, directional arrows and lettering shall be a retro-reflective (3M) tape.

Contractor shall field verify all actual quantities of striping, arrows, words, etc.

Item number Roadway Lines currently on pavement

1 F Avenue; Eubank to Texas Various

2 Pennsylvania; Gibson to Hardin

Double Yellow Solid Center; Solid

White Shoulder Dashed (Double

White)

3 Pennsylvania; Hardin to Wyoming

Single Yellow Dashed Center; Solid

White Shoulder

Randolph; Southgate Rd to ANG

Curve

Double Yellow Solid Center; Solid

White Shoulder

5 Randolph; ANG Curve to Flightline

Double Yellow Solid Center; Solid

White Shoulder

6 Gibson; Gate to Wyoming

Double White Dashed Center; Solid

White Shoulder

7 Wyoming; Gate to Hardin

Double Yellow Dashed, Double Solid

Yellow Center; Solid White Shoulder

8 Wyoming; Hardin to Pennsylvania

Single Yellow Dashed Center; Solid

White Shoulder

9 Lowry; Hickam to Maxwell

Single Dashed Yellow Center; No

Shoulder

10 Hardin; 9th St. to Randolph

Single Yellow Dashed Center; Solid

White Shoulder

Aberdeen/San Mateo; Randolph to

Kirtland

Double Yellow Solid Center; Solid

White Shoulder

12 Truman; Gibson to Randolph

Single Yellow Dashed Center; Solid

White Shoulder - Varies

13 Maxwell; Aberdeen to Lowry

Single Yellow Dashed Center; Solid

White Shoulder

14 Texas; Hardin to Gibson

Double Yellow Solid Center; Solid

White Shoulder Dashed (Double

White)

15 Carlisle; Gibson to Flightline

Double Yellow Dashed, Double Solid

Yellow Center; Solid White Shoulder

2.0 SCHEDULE

2.1 DELIVERY SCHEDULE:

2.1.1 The schedule for construction is in calendar days.

TASK No. of Days

Contract Award

Submittals

14 days

Submittal Review 14 days

Construction 45 days

Final Inspection and Acceptance 1 day

TOTAL Number of Days from NTP 74 days

*Contractor to minimize lane closures and phase the project such that traffic can still flow. The final schedule may vary, depending on means and methods, weather, KAFB Alert levels, etc.

3.0 CONSTRUCTION

3.1 PROJECT COORDINATION

3.1.1 All work shall be accomplished during regular business hours, 7:00 am to 4:00 pm. Work near gates will be performed outside heavy traffic times (morning from 6 am to 9 am, lunch from 11 am to 1 pm, and late afternoon from 3:30 pm to 6 pm). The contractor should anticipate working on crosswalks and wording during non-business hours. For road closures, three weeks’ prior notice will be required so that notification can be made in the base newspaper.

3.2 INTERFERENCE. The least interference possible to the normal activities in the remaining areas of the base and the neighboring facilities, surrounding streets and parking areas shall be accomplished.

3.3 OWNER OCCUPANCY. The project shall be coordinated with the User to minimize conflict and to facilitate User's operations.

3.4 STAGING, STORAGE AND PARKING

3.4.1 Construction staging and storage shall be determined during the construction phase if not noted otherwise in the contract documents. Materials for this project shall be stored as determined in the pre-construction meeting.

3.4.2 Parking shall be only in designated parking spaces. Parking is not allowed on sidewalks or grass areas.

3.4.3 Construction shall not commence without prior coordination with the User.

3.5 AVAILABILITY OF SITE.

3.5.1 Workdays are defined as 8-hour duty days of Monday through Friday, excluding Federal holidays.

3.5.3 Holidays. The following holidays are observed and are not considered duty days: New

Years Day, Martin Luther King, Jr. Day, Presidents Day, Memorial Day, Independence

Day, Labor Day, Columbus Day, Veterans Day, Thanksgiving Day, and Christmas Day.

3.6 SITE PROTECTION, CLEANUP, AND DIFFERING SITE CONDITIONS

3.6.1 Site Maintenance and Cleanup. Contractor shall ensure that all adjacent property, buildings and contents are protected from dust, dirt, runoff, debris, and other damages resulting from project activities.

3.6.2 Replace or Repair. Contractor will replace or repair all existing adjacent finished surfaces, utilities, equipment, products, vegetation, and structures or parts thereof that have been damaged or removed to perform the work.

3.6.3 Cleanup. Contractor shall ensure that all non-recyclable trash, debris, refuse, garbage, etc. is taken off base and disposed of in a safe and legal manner. All recyclable and non-recyclable materials shall be removed from the site daily.

3.6.4 Final cleanup. Contractor shall ensure that the project site is completely clean before the project final walk-through. All new materials shall be properly cleaned and shall be free of scuffs, dirt and dust. Areas surrounding the construction site shall also be cleaned of any dirt or dust.