10-R-0038 Scope of Work.pdf

Amendment 0002 2 September 2010

TOOELE ARMY DEPOT

TOOELE UTAH

REPAIR TRACK AG-1 M-LINE TO G-LINE AND REPAIR K-LINE WYE

SCOPE OF WORK:

The scope consists of providing labor, material, and equipment for the repair of the railroad system in Tooele Army Depot, Utah.

Task order Description:

The intent of this project is to part of the railroad system in the Tooele Army Depot, Utah.

Repair shall includes but not limited to replacement of the ties, concrete crossings, rail, track, spikes, anchors, demolition, earthwork, weed abatement, and ballasts.

GENERAL:

1. The execution of this project shall be the responsibility of the contractor and shall not interfere with government activity without proper coordination and approval through the Contracting Officer (KO).

2. The contractor shall survey and layout the project, furnish all material, equipment, and labor, to complete the project as per the contract. Prior to work starting the contractor shall establish offset staking including hub points and elevations.

3. All work shall conform to the contract requirements and to AREMA specifications, TM5-628 and specification section 34 11 00. The contractor shall keep the project site clean of debris on a daily bases. All damaged/disturbed area caused by the contractor shall be restored to original site condition. All final alignment and grades of the tracks and turnouts and any changes will be brought to the attention of the Contracting Officer’s Representative (COR) for approval.

4. Work schedule will be submitted and approved by the KO prior to the contractor starting work. To insure a full and complete understanding of the project and its objectives the contractor is required to attend a site walk prior to submitting his proposal. Any questions dealing with dimensions, quantities, or methods shall be address to the KO prior to proposal submission.

5. Every vehicle/motorized piece of equipment is to have a properly sized and fully charged fire extinguisher at all times while operating at TEAD. Safety is to be the top priority. All TEAD and OSHA standards and regulations shall be met. Both an excavation and a flame permit shall be obtained by the contractor prior to starting work.

Specific:

AG-1 M-LINE TO G-LINE

1. Remove the existing 75 lb rail to ties including ties plates.

2. Demo ties as marked and quantity on the pricing schedule.

3. All demolished metal components shall remain the property of Tooele Army Depot. All demolished metal materials shall be sorted, stacked, and banded. Move these materials, to a location that is within 3 miles of the project work site, designated by the COR or ACO.

4. Demo 3 each, personal grade crossings as shown on drawings. Temporary crossing must be maintain at all time during TEAD’s business hours

New 115 lb track

1. The #1 relay 115 lb track shall be placed on the same line and ties as that of the removed 75 lb track.

2. Replace new ties as marked shall be 8’6” x 7” x 9” with anti splitting devices.

3. Contractor shall install #1 relay 115 lb rail, in 60 to 80 feet lengths, throughout the K-line Wey. The contractor shall furnish all components, labor, rail, double shoulder tie plate, ties, joint/compromised bars, box anchors, bolts, nut washers, spikes and tie plugs to complete the project. The 115 lb rail will be cut into the 115 lb switches an A-115, A-4, and A-5 on the drawing.

4. Also required are rail anchors, in a box pattern, on every other ties. 3 each turnout A-115,A- 4,A-5 and Wey track is to be surfaced, aligned, and regulated to AREMA standard of profile and as approved by the COR.

5. The general requirement shall be to place the #4 lime stone, 100% fully crushed, with 5 to 7 fractured faces per stone. Ballast shall be tamped and regulated with shoulder extending 12” from the end of all ties, as shown on drawing. All ballast sections shall be to AREMA standards.

To form a walking path, place #5 ballast at the new ergonomic switch stands, and head blocks.

Place to AREMA specifications.

6. Install new rail anchors on the entire #1 relay 115 lb rail. Install the anchors on every other tie in a box configuration and at a rate of 4 per tie to meet AREMA standards.

7. Proper bolts shall be placed in all joint bars and torque to AREMA specifications. The nuts will be placed with the machine face to the lock washer.

8. All repair and maintenance shall be in accordance with the Army Technical Manual, TM 5- 628 and with American Railway Engineering Association Maintenance (AREAM) standards.

9. All installed turnouts and track shall be surfaced and aligned by Mark 5 tamper or equal.

10 . Install concrete grade panels at personal crossing with 10 feet tie as to manufacture specification. Saw cut existing crossing and tie back into the walkway.

K-LINE WYE LEFT

1. Left leg of the Wey.

2. From turnout A-5 Switch to turnout A-ll5 Switch.

3. Demo 75 lb. rail including tie plates.

4. Install 115 lb., #1 Relay Rail including double shoulder tie plates, spikes, joint bars, anchors, bolts, nuts and washers over the existing ties and bed. Torque bolts to AREMA specification.

5. Install rail anchors on the new track. The anchors shall be placed in a boxed anchor configuration on every tie.

6. All skewed ties shall be properly aligned in the track.

7. The new #1 relay, 115 lb., rail shall be installed between turnouts A-5 and A-ll5.

8. Install new ties 7" x 9" x 8'-6" with anti splitting devices. Ties needing replaced shall be marked by the government.

9. Place 100% crushed lime stone (#4-a) ballast gradation of 2" to 3/4" as needed to provide a ballast track section with 12 inch shoulder from the end of the tie. Slope the ballast from the shoulder, in a 2 to l slope, to the existing contour of the surrounding grade.

10. Tamp, surface, and align the left leg of the Wye, including the existing turnouts A-5 and A-ll5.

11. From turnouts A-5 to A-ll5 regulate the track to meet the profile of the track section as specified and in accordance with AREMA specifications.

K-LINE WYE RIGHT

1. Right leg of the Wey.

2. Turnout A-4 Switch to Turnout A-115 Switch.

3. Demo 75 lb. rail including tie plates.

4. Install 115 lb., #1 Relay Rail including double shoulder tie plates, spikes, joint bars, anchors, bolts, nuts and washers over the existing ties and bed. Torque bolts to AREMA specification.

5. Install rail anchors on the new track. The anchors shall be placed in a boxed anchor configuration on every tie.

6. All skewed ties shall be properly aligned in the track.

7. The new #1 relay, 115 lb., rail shall be installed between turnouts A-4 and A-ll5.

8. Install new ties 7" x 9" x 8'-6" with anti splitting devices. Ties needing replaced shall be marked by the government.

9. Place 100% crushed lime stone (#4-a) ballast gradation of 2" to 3/4" as needed to provide a ballast track section with 12 inch shoulder from the end of the tie. Slope the ballast from the shoulder, in a 2 to l slope, to the existing contour of the surrounding grade.

10. Tamp, surface, and align the right leg of the Wye, including the existing turnouts A-4 and A-

LL5.

11. From turnouts A-4 to A-ll5 regulate the track to meet the profile of the track section as specified and in accordance with AREMA specifications.

SUBMITTALS:

1. General: The Contractor shall be required to provide all submittals in writing to the Contracting Officer (KO). Five sets of each requested submittal, see below, shall be provided.

Unless specified otherwise, all submittals shall be provided within 14 days of the Notice to Proceed date. Submittals rejected by the KO will be annotated with the reasons for rejection and returned to the Contractor. Re-submittals will also be sent to the KO for further review. This process will continue until all requirements of the contract are met.

2. Work Schedules: A written work schedule shall be provided to the KO a minimum of 14 working days prior to beginning work. Updates or changes to the Work Schedule shall also be submitted to the KO in writing.

3. Required Submittals:

· Project Survey and layout performance plan

· #1 relay 115 lb. rail

· New ties 7”x9”x8’- 6” with anti splitting clips

· #1 relay tie plates

· #1 relay comp. bars

· #1 relay joint bars

· New Anchors

· Spikes

· Ballast

· Turnout components to include shop drawing

· Washers, bolts, and nuts

· Prefab Concrete panels QC plan, safety plan, accident prevention plan , and other division 1 submittal requirement.

GENERAL INFORMATION

None

GOVERNMENT FURNISHED PROPERTY

None

APPENDIX:

1. UFC 4-860-03 Railroad Track Standard

2. Specification Section 34 11 00 Railroad Track and Accessories

3. Specification Section 31 11 00 Clearing and Grubbing

4. Pricing Schedule

5. Drawings K- Lines 1 Page

6. Drawings M Lines 4 Pages