MOTSU SOW Rail SATOC SEED Project-RTA.pdf

BID SCHEDULE (Total with Mark-ups)

Work Action

Quantities for Priorities (#1‐18) UNIT UNIT COST Total With Mark‐ups

CLIN 0001 Add Ballast (Crib/Shoulder) 1747 CY $

CLIN 0002 Clean Ballast (Undercut) 66738 TF $

CLIN 0003 Reconstruct Ballast Section 41 TF $

CLIN 0004 Regulate and Dress Ballast 73 TF $

CLIN 0005 Repair/Fill Sink Hole 35 CY $

CLIN 0006

Surface, Align, and Dress Ballast

(Skim Lift/Surf Smoothing)

18301 TF $

CLIN 0007

Tamp Ballast Around Tie & Tighten

Hold Down

1 EA $

CLIN 0008 Clean Flangeway 4 LF $

CLIN 0009 Eliminate End Gap 3 EA $

CLIN 0010

Eliminate Rail Mismatch (including transition and compromise joints, as required)

13 EA $

CLIN 0011

Install or Replace Shoulder Tie

Plate(s)

29 EA $

CLIN 0012 Install/Replace Bolts 2668 EA $

CLIN 0013

Install or Replace Pair of Joint Bars

(varying holes)

80 EA $

CLIN 0014 Install or Replace Spike(s) 8 EA $

CLIN 0015 Plug/Treat Hole and Redrive Spike(s) 401 EA $

CLIN 0016 Repair Rail Bond (Thermite) 27 EA $

CLIN 0017 Replace Gauge Rod(s) 2 EA $

CLIN 0018 Tighten Bolts 903 EA $

CLIN 0019 Tighten Gauge Rod(s) 11 EA $

CLIN 0020 Redrive Spike(s) 13 EA $

CLIN 0021 Reposition Bolts 8 EA $

CLIN 0022 Drill Holes and Install Joint Bars 3 EA $

CLIN 0023

Replace Rail with New Rail/Longer Length Rail (including transition and compromise joints, as required)

250 EA $

CLIN 0024 Install/Replace Ties (7"x9"x8.5') 11251 EA $

CLIN 0025 Regauge Track Portion 1413 TF $

CLIN 0026 Reposition Tie 4 EA $

CLIN 0027 Adjust and Lubricate Switch 36 EA $

CLIN 0028 Build Up Frog Point and Grind 3 EA $

CLIN 0029 Build Up Frog Surface and Grind 4 EA $

CLIN 0030 Build Up Switch Point and Grind 1 EA $ for Priorities (#1‐18) UNIT UNIT COST Total With Mark‐ups

CLIN 0031 Clean Crib Areas 12 EA $

CLIN 0032 Clean Flangeways 1 EA $

CLIN 0033 Correct Gauge 138 EA $

CLIN 0034 Grind and Dress Frog 70 EA $

CLIN 0035 Install Cotter Key 26 EA $

CLIN 0036

Install or Replace Guard Rail Bolt

Assembly

6 EA $

CLIN 0037

Install or Replace Heel Bolt

Assembly

6 EA $

CLIN 0038

Install or Replace Heel Filler (Heel

Block)

4 EA $

CLIN 0039 Install or Replace Switch Rod 1 EA $

CLIN 0040

Install or Replace Switch Rod Bolt

Assembly

1 EA $

CLIN 0041 Install or Replace Target/Lamp 3 EA $

CLIN 0042 Install/Replace Head Block 7 EA $

CLIN 0043 Rebuild Frog 9 EA $

CLIN 0044

Reposition and Tighten Twin Tie

Plates (Hook Plates)

1 EA $

CLIN 0045

Surface, Align, and Dress Turnout

(General)

7 EA $

CLIN 0046 Tighten (Respike) Rail Brace (Fixed) 219 EA $

CLIN 0047 Tighten All Bolts in Turnout 11 EA $

CLIN 0048 Tighten Connecting Rod Bolts 1 EA $

CLIN 0049 Tighten Frog Bolt 15 EA $

CLIN 0050 Tighten Guard Rail 1 EA $

CLIN 0051 Tighten Guard Rail Bolt 34 EA $

CLIN 0052 Tighten Heel Bolts 123 EA $

CLIN 0053 Tighten Rail Brace (Adjustable) 3 EA $

CLIN 0054 Tighten Reinforcing Bar Bolts/Rivets 2 EA $

CLIN 0055 Tighten Switch Clip Bolts 9 EA $

CLIN 0056 Tighten Switch Rod Bolts 1 EA $

CLIN 0057

Tighten/Adjust Guard Rail Filler

(Separator Block)

21 EA $

CLIN 0058 Tighten/Adjust Heel Joint Bar 2 EA $

CLIN 0058 Tighten/Adjust Switch Clip 7 EA $

CLIN 0060

Tighten/Respike/Adjust Lock/Lever

Latch

4 EA $

CLIN 0061

Tighten/Respike/Adjust Switch

Stand

22 EA $

CLIN 0062 Install/Replace 10' Switch Tie 127 EA $ for Priorities (#1‐18) UNIT UNIT COST Total With Mark‐ups

CLIN 0063 Install/Replace 11' Switch Tie 71 EA $

CLIN 0064 Install/Replace 12' Switch Tie 76 EA $

CLIN 0065 Install/Replace 13' Switch Tie 93 EA $

CLIN 0066 Install/Replace 14' Switch Tie 60 EA $

CLIN 0067 Install/Replace 15' Switch Tie 61 EA $

CLIN 0068 Install/Replace 16' Switch Tie 96 EA $

CLIN 0069 Install/Replace 9' Switch Tie 127 EA $

CLIN 0070 Performance and Payment Bonds $

CLIN 0071

Anticipated Salvage Value of Rail

Components

170 TON $

CLIN 0072

eCMRA:

Please refer to the ECMRA user guide at the website provided to assess the level of effort that will be required to comply with this requirement. Inputs may be reported anytime during the fiscal year, all data shall be reported no later than (NLT) October 31 of each calendar year. Invoicing for this CLIN shall not be submitted for payment until completion of reporting as indicated. Please utilize this website:

https://www.ecmra.mil/default.asp

x. If there is no cost associated with this requirement, ensure you input “not separately priced” (NSP) in the line item.

TOTAL Proposed FEE: $

Cost Breakdown (General Construction)

Work Action Quantities for

Priorities (#1‐18)

UNIT UNIT

COST

Total With Mark‐ups

CLIN 0001 Add Ballast (Crib/Shoulder) 1747 CY

CLIN 0002 Clean Ballast (Undercut) 66738 TF

CLIN 0003 Reconstruct Ballast Section 41 TF

CLIN 0004 Regulate and Dress Ballast 73 TF

CLIN 0005 Repair/Fill Sink Hole 35 CY

CLIN 0006 Surface, Align, and Dress Ballast (Skim Lift/Surf Smoothing)

18301 TF

CLIN 0007 Tamp Ballast Around Tie & Tighten Hold Down 1 EA

CLIN 0008 Clean Flangeway 4 LF

CLIN 0009 Eliminate End Gap 3 EA

CLIN 0010 Eliminate Rail Mismatch (including transition and compromise joints, as required)

13 EA

CLIN 0011 Install or Replace Shoulder Tie Plate(s) 29 EA

CLIN 0012 Install/Replace Bolts 2668 EA

CLIN 0013 Install or Replace Pair of Joint Bars (varying holes)

80 EA

CLIN 0014 Install or Replace Spike(s) 8 EA

CLIN 0015 Plug/Treat Hole and Redrive Spike(s) 401 EA

CLIN 0016 Repair Rail Bond (Thermite) 27 EA

CLIN 0017 Replace Gauge Rod(s) 2 EA

CLIN 0018 Tighten Bolts 903 EA

CLIN 0019 Tighten Gauge Rod(s) 11 EA

CLIN 0020 Redrive Spike(s) 13 EA

CLIN 0021 Reposition Bolts 8 EA

CLIN 0022 Drill Holes and Install Joint Bars 3 EA

CLIN 0023 Replace Rail with New Rail/Longer Length Rail (including transition and compromise joints, as required)

250 EA

CLIN 0024 Install/Replace Ties (7"x9"x8.5') 11251 EA

CLIN 0025 Regauge Track Portion 1413 TF

CLIN 0026 Reposition Tie 4 EA

CLIN 0027 Adjust and Lubricate Switch 36 EA

CLIN 0028 Build Up Frog Point and Grind 3 EA

CLIN 0029 Build Up Frog Surface and Grind 4 EA

CLIN 0030 Build Up Switch Point and Grind 1 EA

CLIN 0031 Clean Crib Areas 12 EA

CLIN 0032 Clean Flangeways 1 EA

CLIN 0033 Correct Gauge 138 EA

CLIN 0034 Grind and Dress Frog 70 EA

CLIN 0035 Install Cotter Key 26 EA

CLIN 0036 Install or Replace Guard Rail Bolt Assembly 6 EA

CLIN 0037 Install or Replace Heel Bolt Assembly 6 EA

CLIN 0038 Install or Replace Heel Filler (Heel Block) 4 EA

CLIN 0039 Install or Replace Switch Rod 1 EA

CLIN 0040 Install or Replace Switch Rod Bolt Assembly 1 EA

CLIN 0041 Install or Replace Target/Lamp 3 EA

CLIN 0042 Install/Replace Head Block 7 EA

CLIN 0043 Rebuild Frog 9 EA

CLIN 0044 Reposition and Tighten Twin Tie Plates (Hook Plates)

1 EA

CLIN 0045 Surface, Align, and Dress Turnout (General) 7 EA

CLIN 0046 Tighten (Respike) Rail Brace (Fixed) 219 EA

CLIN 0047 Tighten All Bolts in Turnout 11 EA

CLIN 0048 Tighten Connecting Rod Bolts 1 EA

CLIN 0049 Tighten Frog Bolt 15 EA

CLIN 0050 Tighten Guard Rail 1 EA

CLIN 0051 Tighten Guard Rail Bolt 34 EA

CLIN 0052 Tighten Heel Bolts 123 EA

CLIN 0053 Tighten Rail Brace (Adjustable) 3 EA

CLIN 0054 Tighten Reinforcing Bar Bolts/Rivets 2 EA

CLIN 0055 Tighten Switch Clip Bolts 9 EA

CLIN 0056 Tighten Switch Rod Bolts 1 EA

CLIN 0057 Tighten/Adjust Guard Rail Filler (Separator Block)

21 EA

CLIN 0058 Tighten/Adjust Heel Joint Bar 2 EA

CLIN 0058 Tighten/Adjust Switch Clip 7 EA

CLIN 0060 Tighten/Respike/Adjust Lock/Lever Latch 4 EA

CLIN 0061 Tighten/Respike/Adjust Switch Stand 22 EA

CLIN 0062 Install/Replace 10' Switch Tie 127 EA

CLIN 0063 Install/Replace 11' Switch Tie 71 EA

CLIN 0064 Install/Replace 12' Switch Tie 76 EA

CLIN 0065 Install/Replace 13' Switch Tie 93 EA

CLIN 0066 Install/Replace 14' Switch Tie 60 EA

CLIN 0067 Install/Replace 15' Switch Tie 61 EA

CLIN 0068 Install/Replace 16' Switch Tie 96 EA

CLIN 0069 Install/Replace 9' Switch Tie 127 EA

CLIN 0070 Performance and Payment Bonds $

CLIN 0071 Anticipated Salvage Value of Rail Components 170 TON $

CLIN 0072 eCMRA:

Contract Manpower Reporting Application

Field Office Overhead (FOOH) ‐ Provide

Itemized Breakout

Prime Total Direct Cost

Home Office Overhead (HOOH)

Profit

Total Proposed Fee

ATTACHMENT 1

SCOPE OF WORK

FEBRUARY 2021

CONTRACT FOR MOTSU SATOC, MILITARY OCEAN TERMINAL SUNNY POINT

(MOTSU), BRUNSWICK COUNTY, NORTH CAROLINA

1) Description of Work: Furnish all personnel, equipment, supplies, facilities, transportation, tools, materials, supervision, and non-personal services necessary to perform service and repair of deficient rail and associated appurtenances at MOTSU as itemized in ERDC Inspection Report, Priorities #1-#18. All work shall be performed in accordance with the contract specifications, manufacturer’s recommendations, state codes, UFC 4-860-03 Railroad Track Maintenance and Safety Standards (latest edition), UFC 4-860-01FA Railroad Design and Rehabilitation (latest edition), American Railway Engineering and Maintenance-of-Way Association (AREMA) Manual for Railway Engineering (MRE) (latest edition), AR 420-1 Army Facilities Management, and Manual of Uniform Traffic Control Devices (MUTCD) (latest edition). Reference North Carolina Department of Transportation (NCDOT), and American Society for Testing and Materials (ASTM) requirements for construction and testing of materials.

Construction of MOTSU Rail Repairs and Annual Maintenance:

There is approximately 120 miles of jointed track in the railroad network at MOTSU.

In August 2020, U.S. Army Engineer Research and Development Center (ERDC) personnel conducted a detailed track inspection of the rail network for deficiencies.

Along with the detailed track inspection, an internal flaw analysis was accomplished with a hi-rail truck with an ultrasonic testing unit. The ultrasonic testing unit detects the following types of defects: (1) rail head defects and rail web defects inside and outside the joint bar area; (2) centrally located transverse defects in the rail head and elsewhere in the rail; (3) bolt hole cracks; (4) head and web separations; (5) vertical/longitudinal defects in the head or web; (6) torch cut bold holes; and (7) torch cut rail ends. A summary and results of ERDC’s inspection can be found in Enclosure 4.

The scope of this Task Order is to repair defects identified in ERDC’s inspection report (Enclosure 4) for Priorities #1-#18. The Order of Work shall follow the Order of Priority as designated in Enclosure 4. All work shall be in accordance with UFC, AREMA, MUTCD and project specifications. Where differences in manuals/references occur, the stricter shall be used. The Contractor shall maintain an inventory of all work proposed and completed in. The type of construction may consist of but not be limited to the following components:

Other Track Material (OTM): Eliminate end gap; Eliminate rail mismatch;

Install or replace single or double shoulder tie plate(s);

Install/replace/reposition/tighten bolts; Install or replace hold down device(s);

Install or replace pair of joint bars; Install or replace spikes; Plug/treat hole and redrive spike(s); Redrive spike(s); Repair rail bond (Thermite); Replace gauge rod(s); Tighten gauge rod(s)

Ties: Install or replace ties; Re-gauge track portion; Reposition tie Turnouts: Adjust and lubricate switch; Build up frog point and grind; Build up frog surface and grind; Build up switch point and grind; Clean crib areas; Clean flangeways; Correct gauge; Install/Replace Switch Ties; Grind and dress frog;

Install cotter key; Install or replace frog bolt assembly; Install or replace ground throw lever; Install or replace guard rail bold assembly; Install or replace heel bolt assembly; Install or replace heel filler (heel block); Install or replace reinforcing bar bolts/rivets; Install or replace switch clip bold assembly; Install or replace switch rod; Install or replace switch rod bolt assembly; Install or replace target/lamp; Install/replace head black; Rebuild frog; Reposition and tighten twin tie plates (hook plates); Surface, align and dress turnout; Tighten all turnout bolts, connecting rod bolts, frog bolts, guard rail and bolts, heel bolts, rail brace, reinforcing bar bolts/rivets, switch clip bolts, switch rod bolts, guard rail filler, heel joint bar, switch clip; lock/lever latch, switch stand

Ballast/Subgrade: Add crib ballast (varying depth); Add shoulder ballast (varying depth); Clean ballast; Reconstruct ballast section; Regulate and Dress Ballast; Fill sink hole; Spray vegetation; Surface, align and dress ballast (skim lift/surface smoothing); Tamp ballast around tie and tighten hold down

Grade Crossings: Clean flangeway Rail: Build up top of rail and grind; Drill holes and install joint bars; Replace rail with new rail; Replace rail with longer length rail

This Task Order includes work outside of MOTSU “on post” property along the mainline rail to the Leland Interchange Yard. The Leland Interchange Yard consists of Tracks IY2-5. The mainline, which extends 18 miles from the Leland Interchange Yard to MOTSU, is composed of Tracks IY1 and the “Main”. See Enclosure 2 for Rail Maps which designate each rail line by name. Along the mainline, there is an existing 175-foot federal easement for rail. Limit of disturbance (to include equipment mobilization and material storage) shall not extend beyond the federal right of way.

See Enclosure 5.

Period of Performance is as follows: 365 Days

Additional Notes:

The Contractor shall operate in accordance with Department of the Army Technical Manual 4-14.21 (Rail Safety). A copy is included in Enclosure 7.

Excerpt Chapter 4: On-track safety training will be conducted annually for all U.S.

Army MOW (Maintenance of Way) personnel. Personnel who are required to provide protection for themselves or others will be GCOR (General Code of Operating Rules) and Army rail safety rules qualified annually. The personnel must be familiar with the installation's operations and track layout.

All MOW contractors working on or around tracks on the installation, who do not have the appropriate qualifications, or whose qualifications have lapsed, will be accompanied by a GCOR and Army rail safety rules qualified pilot. The pilot must be familiar with the installation's operations and track layout.

For rail to be replaced, the intent is to replace in kind with the same weight and profile. If the same weight and profile is not available, the closest weight and profile shall be used to avoid elevation issues with adjacent rail. The Contractor shall provide proper transitions (transition rail weight changes less than or equal to 15# difference and transition length greater than or equal to 33-feet) and compromise joints when joining rails of different weights and profiles. Compromise joints used shall be inventoried. If the difference between existing rail weight and available rail weight is greater than 15# (one transition plus compromise joints), Government approval is required.

Any damage to the crossing signals to include all wiring, bonding wires and any other parts is the responsibility of the contractor to fix.

Stored materials shall be kept dry and kept in an orderly fashion in an area designated by the COR.

Contractor shall dispose of all removed rail components (including but not limited to metal tracks, spikes, and connectors, cross ties, and ballast) and other construction waste materials off post. The Contractor shall transport such materials to an appropriate recycling location to the maximum extent possible. The Contractor shall submit to the COR on a monthly basis written receipts showing the date, location, and recipient of all such removed materials. Monthly, Contractor shall submit receipts of any disposal transactions electronically through the Resident Management System (RMS) with corresponding DD1354.

The Contractor is responsible for conducting the required or necessary environmental assessments and compliance, and determining and funding any necessary compliance, restoration, or remediation that could have been reasonably anticipated at the time the project was approved. This includes any permit requirements and disposal of all waste and discarded materials, including potentially toxic or hazardous materials, in an environmentally safe manner.

The Contractor shall maintain the free flow of traffic during railroad track maintenance through the use of traffic control methods or devices, including flagmen, traffic cones, detour signs, signal devices, and flashers.

All Mainline Track construction work associated with the task order scope of work shall be planned, executed, and coordinated with MOTSU through the COR to permit weekly railroad operations along the Mainline Track. The following non-work days and periods shall be taken into consideration by the Contractor in scheduling and executing the task order scope of work:

o Weekly Non-work Day: The Contractor can expect one (1) business day per week of non-work in order to permit Mainline Track operations. The reoccurring weekly non-work day will be determined by MOTSU Directorate of Public Works prior to commencement of construction and communicated to the Contractor through the COR. At the Government’s discretion, the non-work day may change at any point during the performance period of the task order. The Contractor will be notified by the COR at least five (5) business days in advance of any change to the Weekly Non-work Day.

o Extended Non-work Period: The Contractor can expect, on average, an Extended Non-work Period of one (1) calendar week every three (3) months. Notification to the Contractor of an Extended Non-work Period will be provided to the Contractor by the COR at least five (5) business days in advance of the start of the Extended Non-work Period.

Maintenance work performed under this Contract shall not impede drainage.

All drainage shall be positive.

Rails shall not be flame cut in any manner, including cropping of rail end, burning bolt holes, and trimming mismatched ends. Rail shall be cut using a rail saw or other approved cutting tools.

Rails shall be bonded electrically and be continuously and effectively grounded. This shall be done for a minimum distance of 100 feet on each side of structures, including loading docks, where explosives, ammunition, or explosive mixtures are stored, handled, or processed. Rails shall be grounded at points 150 feet on each side of locations where they are crossed by electrical distribution lines. Grounding shall include bonding between rail sections, installation of ground electrodes, connection between ground electrodes and rails, and interconnections of spur track with building grounding systems where they are within 25 feet of each other.

The Contractor shall provide closure rail when rail has been removed and it is necessary to make a temporary connection for passage of a train. The Contract shall coordinate phasing, shutdowns and intended detour routes with MOTSU and the Contracting Officer.

Permitting is not anticipated to be necessary for the performance of this task order scope of work, however, if the contractor’s activities trigger the requirements for a permit(s), all permitting and fees are the responsibility of the contractor and may include any or all of the following: the NC Division of Water Resources (NCDWR) Section 401 Water Quality Certification, USACE

Section 404/10 Permit, NC Department of Environmental Quality (NCDEQ) Erosion and Sediment Control Permit, US Coast Guard (USCG) Section 9 Permit, and the NC Division of Coastal Management (CAMA) Federal Consistency.

2) Bonding: Contractor shall submit Performance and Payment bonds. You are required to submit Performance and Payment bonds within 10 calendar days of contract award. Original copies of the performance and Payment bonds shall be sent to the District Office address below for review:

U.S. Army Corps of Engineers Wilmington District

CESAW-CT

69 Darlington Avenue Wilmington, NC 28403

3) Performance Period: Duration is 365 Calendar Days after receipt of Notice to

Proceed (NTP). Offeror’s proposal may be accepted by the government within 90 calendar days after the offer is due.

4) Contract Manpower Reporting Application (CMRA): Required for all contracts.

See Attachment 2 for specific information.

5) Monthly Anticipated Adverse Weather Delay: See Attachment 2 for base specific requirements.

6) Interface with Government Personnel: Access to and from the site shall be coordinated through the MOTSU Field Office with the following:

Ms. Clare Williams at eden.c.williams@usace.army.mil / 910-251-4628 Mr. Patrick Gorman at patrick.m.gorman@usace.army.mil / 910-251-4589

7) Site Visit: Prior to the submission of any proposals, all offerors are required to visit the project site location to become familiar with the project requirements. A proposal will not be rejected only because the offeror fails to visit the project site. Failure to visit the project site will not relieve the bidder from responsibility for performance of the work and compliance with the terms and conditions of any resultant contract. In no event will a failure to inspect the site constitute grounds for a claim after award of the contract.

8) Potentially Hazardous Material: MOTSU has not identified any known sources of

Asbestos containing material (ACM) or Lead based paints (LBP) within the expected work areas.

9) Contractor Requirements:

a) Resident Management System / Contractor Module Required ...................... YES

b) Project Sign .................................................................................................... YES

c) Vehicle Identification ...................................................................................... YES

d) Prior to on-site activities

i. Site, Safety and Health Plan .................................................................... YES

ii. Quality Control Plan .................................................................................. YES

iii. CQC System Requirements

1. CQC Manager ..................................................................................... YES

2. Additional CQC Personnel

a. Civil ................................................................................................... No

b. Mechanical ........................................................................................ No

c. Electrical ........................................................................................... No

d. Structural ........................................................................................... No

e. Architectural ..................................................................................... No

f. Environmental ................................................................................... No

g. Submittal Clerk .................................................................................. No

h. Concrete, Pavements, Soils .............................................................. No

i. Testing, Adjusting & Balancing (TAB) ............................................... No

j. Railroad Track Inspector……………………………………………….YES

3. Design Quality Control Manager............................................................. No

iv. Submittals ............................................................................ ALL MATERIALS

e) During construction

i. Project site to be occupied during construction ........................................ YES

ii. Project work to be phased ........................................................................ YES

iii. Construction Site Records

1. Video Tape (mp4/mov format) ................................................................ No

2. Status Photographs (weekly) (Photo pass required) ........................... YES

iv. Construction Schedule

1. Bar Chart ................................................................................................ No

2. CPM .................................................................................................... YES

3. Weekly Progress Report ...................................................................... YES

4. Telephone Conversation/Correspondence Records .............................. No

5. Site/Project Specific Remediation Report ............................................... No

6. As-Built/In Progress Drawings ................................................................ No

7. Inventory of All Work……………………………………………………..…YES

f) After construction completion, prior to final payment

i. System/Equipment Testing .......................................................................... No

ii. Operation and Maintenance Manuals/Training Videos ............................... No

iii. Training ........................................................................................................ No

iv. Equipment and Construction Warranties .................................................. YES

v. List of Standard Equipment & Service Organizations .................................. No

vi. As-Built / Final Drawings .............................................................................. No

10) Government Furnished Work Items ................................................................ None

11) Project Specifications:

a) 00 73 00 – Supplementary Conditions

b) 01 00 02 – Statement of Work/Description/Specifications

c) 01 00 04 – Delivery Order Procedures

d) 01 14 00.10 – Work Restrictions - MOTSU

e) 01 32 01.00 10 - Project Schedule

f) 01 33 00 – Submittal Procedures

g) 01 35 26 – Governmental Safety Requirements

h) 01 42 00 – Sources for Reference Publications

i) 01 45 00.00 10 – Quality Control

j) 01 45 00.15 10 – Resident Management System Contractor Mode (RMS CM)

k) 01 50 00 – Temporary Construction Facilities and Controls

l) 01 57 19 – Temporary Environmental Controls

m) 01 74 19 – Construction Waste Management and Disposal

n) 01 78 00 – Closeout Submittals

o) 01 78 23 – Operation & Maintenance Data

p) 34 11 00 – Railroad Track and Accessories

12) Additional Enclosures

a) Enclosure 1 – MOTSU General Requirements

i. MOTSU Electrical Standard

ii. MOTSU Security Requirements dated 10 March 2017

iii. MOTSU Utility Standard dated 2 February 2015

iv. MOTSU Energy Standard 20 October 2014

v. MOTSU Environmental Specification dated 5 November 2015

vi. MOTSU Concrete Washout SOP

vii. 01 35 26 Government Safety Requirements

b) Enclosure 2 – MOTSU Rail Maps

c) Enclosure 3 – MOTSU Weight and Section Table

d) Enclosure 4 - ERDC Inspection Spreadsheet with Required Repairs

e) Enclosure 5 – Federal Right of Way Map and Tract

f) Enclosure 6 – Railer MapBook

g) Enclosure 7 – TM 4-14.21

h) Enclosure 8 – MOTSU DPW Environmental REC

13) Site Photos: N/A

ATTACHMENT 2

MOTSU SPECIFIC SCOPE OF WORK

EFFECTIVE FEBRUARY 2021

1) Notice of Requirement for Affirmative Action to ensure Equal Employment

Opportunity for Construction in accordance with FAR Clause 52.222-23:

Goals for Participation for Each Trade Percentages Females 6.9% Minority 20.7%

2) Anti-Terrorism / Operational Security (AT/OPSEC) Definitions:

a) iWATCH Training: This standard language is for contractor employees with an area of performance within an Army controlled installation, facility or area. The contractor and all associated sub-contractors shall brief all employees on the local iWATCH program (training standards provided by the requiring activity ATO).

This local developed training will be used to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the COR. This training shall be completed within 30 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the COR NLT 60 calendar days after contract award.

b) Access and General Protection/Security Policy and Procedures: This standard language text is for contractor employees with an area of performance within an Army controlled installation, facility or area. Contractor and all associated sub-contractors employees shall comply with applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by government representative). The contractor shall also provide all information required for background checks to meet installation access requirements to be accomplished by installation Provost Marshal Office, Director of Emergency Services or Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/or local policy. In addition to the changes otherwise authorized by the changes clause of this contract, should the Force Protection Condition (FPCON) at any individual facility or installation change, the Government may require changes in contractor security matters or processes.

c) For contractors that do not require CAC, but require access to a DoD facility or installation: Contractor and all associated Subcontractor employees shall comply with adjudication standards and processes using the national crime information center interstate identification index (NCIC-III) and terrorist screening database (TSDB) (Army Directive 2014-05/AW 190-13), applicable installation, facility, and area commander installation/facility access and local security policies and procedures (Provided by government representative), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

3) Contract Manpower Reporting Application (CMRA): The Office of the Assistant Secretary of the Army (Manpower & Reserve Affairs) operates and maintains a secure Army data collection site where the Contractor shall report ALL Contractor manpower (including subcontractor manpower) required for performance of this contract. The Contractor shall completely fill in all the information in the format using the following web address https://www.ecmra.mil/Default.aspx

4) Monthly Anticipated Adverse Weather Delay:

MOTSU Workdays Based on 5-Day Work Week

Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec 7 7 7 5 6 6 8 8 7 5 5 6

5) Designated Billing/Invoice Office:

U. S. Army Corps of Engineers Coastal Resident Office

CESAW-ECP-CA

U. S. Army Corps of Engineers Finance Center

CEFC-AO-P

69 Darlington Avenue Wilmington, NC 28403

5722 Integrity Drive Millington, TN 38054-5005

6) General Notes:

a) Trash and debris shall be removed from the site on a daily basis. The contractor shall provide a dumpster for construction debris, which should be kept separate from any existing dumpsters located at or near the job site. The contractor is not to utilize existing dumpsters provided at MOTSU. The dumpsters shall be emptied as needed. All costs associated with the rental of dumpsters and disposing of debris is the responsibility of the contractor.

b) Stored materials shall be kept dry and kept in an orderly fashion in an area designated by the COR.

c) The contractor is responsible for coordinating with USACE and the using authority to gain access to the work area on a daily basis. Specifics regarding access will be coordinated during the pre-construction conference.

d) All areas shall be repaired or constructed to maintain positive drainage following the completion on construction. All paved surfacing addressed in this contract shall not pool or hold water.

e) Silt fencing shall be installed for the duration of the project in order to protect and prevent the surrounding areas from being affected by erosion. All silt fencing will be properly installed and completely removed at completion of the project.

f) MOTSU Environmental Specifications shall be referenced and followed for the duration of this contract.

g) At completion of construction, all disturbed site shall reseeded as requested by the COR using the MOTSU Grass Standard stated below:

All Areas requiring reestablishment of grass cover will comply with this standard:

i. Area shall be compacted, smoothed to match the surrounding areas, and seeded with grass.

ii. Fall and Winter (September through March) The seed mixture will consist of

20% Centipede, 20% Bermuda, 20% Millet and 40% Rye.

iii. Spring and Summer (April through August) The seed mixture will consist of

30% Centipede, 40% Bermuda, and 30% Millet.

iv. At No time will Bahia grass seed be allowed on terminal.

v. Procedures on reseeding will be submitted to the government as a part of the contractor’s Environmental Protection Plan and erosion and sediment control specifications.

vi. The contractor shall ensure any depressions which may develop after the ground settles, shall be filled, compacted, and reseeded.

7) Excavation Permit: The contractor shall have a completed and approved

Excavation Permit prior to any excavation, to include sign or fence-post holes. The Contractor shall schedule an appointment to locate utility lines at least 24 hours prior to any excavation with the DPW. Reference Specifications 01 35 13 & 01 50 00.

8) Disposal Permits: Disposal areas are not available on the installation. The contractor shall comply with the installation waste management plan, referenced in specification section 01 74 19 – Construction and Demolition Waste Management (Paragraph 1.6 – Waste Management Plan), and remove all debris from the construction site and the installation per approved methods. All waste generated must be accounted for using the MOTSU waste form.

9) Borrow Permits: Not applicable. There are no borrow materials available on the installation. The contractor shall comply with the installation waste management plan.

10) Haul Routes: The Contractor is required to obtain approval from the Resident Office for the routes he intends to use for transportation of borrow materials, construction debris, or demolition materials unless otherwise permitted in writing by the Resident.

The axle load of earth-hauling equipment operating on paved streets shall not exceed 12,000 pounds. Proposed haul routes shall stay on paved streets.

11) Utility Outages and Road Closures: Utility, road and railroad closures require a minimum 10 working days advance written notice and will be subject to Resident Office approval. In the case of a road closures, a sketch shall be provided showing the closure location and all necessary signs and barricades. Necessary signage, barricades, flag persons, lights (including temporary traffic control lights), and markings for the safe movement of the public during construction shall be in accordance with the Manual on Uniform Traffic Control Devices, and shall be provided at no additional expense to the Government.

12) Availability and Use of Utility Services:

a) Available to the contractor ............................................................................... Yes

However, the Government will make no connections or alterations to the existing utility systems for the Contractor. Utilities for offices and/or storage buildings or areas will be billed to the Contractor monthly and will not be furnished free of charge. The Contractor shall be responsible for installing meters or other connections at no cost to the Government. At the conclusion of the contract, the Contractor shall remove all temporary connections, distribution lines, meters and associated paraphernalia unless otherwise directed by the Resident Office. Prior to installing any utility connections at an office/storage site, the plan will be approved by the Resident Office.

When utility meters are installed, the Contractor shall notify the Resident Office for the initial meter reading. Failure to obtain this initial reading will result in the Contractor being charged for the entire amount shown on the meter.

13) Contractor Storage and Trailers: The Contractor shall place or paint a sign on all of his storage trailer(s) and building(s) used on this contract. At a minimum, the sign shall contain the name of the Contractor and a telephone number at which the contractor can be reached. The trailer(s) and building(s) shall be completed with gates and/or doors which can be locked. Only material for this project shall be stored in the trailer(s) or building(s). The Contractor shall remove the storage trailer(s) or building(s) within 30 days after completion of the contract and prior to submitting his final invoice. The area around the storage trailer(s) and building(s) shall be kept clean.

The Reclaim Yard is available for primary laydown and storage. The Contractor shall submit additional laydown/storage/staging locations to DPW-E for review and approval prior to starting work.

14) Safety: Safety will be in compliance with the Corps of Engineers Safety Manual EM

385-1-1, latest version. Use of appropriate safety equipment is mandatory and not limited to hard hats and steel-toed shoes. Contractor is responsible for daily clean up and complete restoration of the area once the contract is complete.

a. EM 385-1-1. All work shall be accomplished in accordance with EM 385-1-1, the Corps of Engineers Health and Safety Requirements Manual, latest edition.

b. Mishap Notification and Reporting.

(1) Employees are responsible for reporting all work-related injuries or illnesses as soon as possible to their employer or immediate supervisor. Employers and immediate supervisors shall report all work-related injuries or illnesses to the Contracting Officer as soon as possible, but not later than 4 hours after occurrence.

All work-related mishaps will be investigated to determine cause(s) and to implement corrective actions.

(2) Mishaps shall be initially reported, not later than 4 hours, using a Preliminary Accident Notification (PAN) worksheet. The mishap investigation shall be documented on ENG Form 3394, USACE Accident Investigation Report. The 3394 shall be submitted to the Contracting Officer within 5 days of occurrence. Near-misses shall be reported. Near-misses shall be reported on SAW Form 50. If a serious mishap occurs, except for rescue purposes, the mishap scene shall be left undisturbed. Serious mishaps are those that result in fatalities, permanent total or permanent partial disabilities, one or more admitted to the hospital, $500,000 or more in property damage.

(3) Exposure hours. Exposure hours (hours worked on the job site) shall be reported to the Contracting Officer by the 5th of the month for the previous month.

Exposure hours shall be submitted via RMS.

(4) Forms. All forms required will be provided by the Contracting Officer.

c. Site Safety and Health Officer (SSHO). The Contractor shall provide a SSHO in accordance with paragraph 01.A.16 of EM 385-1-1.

d. Accident Prevention Plan (APP). The APP shall be prepared in accordance with paragraph 01.A.12 and Appendix A of EM 384-1-1. Work shall not commence until the APP is accepted by the Contracting Officer.

e. Activity Hazard Analysis (AHA). AHA shall be submitted for each Definable Feature of Work (DFOW). AHAs shall comply with paragraph 01.A.14.

f. The minimum dress for field work is long pants and short sleeve shirts. The minimum Personal Protective Equipment (PPE) required includes hard hats, safety-toe boots, and high visibility vests. Depending on the hazards identified in the AHAs, other PPE may be required.

15) Hours of Work: Work shall be accomplished between the hours of 0730 thru 1630 hours daily, Monday through Friday on non-Government holidays. Legal holidays falling on Saturday are observed on the proceeding Friday and those falling on Sunday are observed on the following Monday. Work schedule and facility security to be coordinated with the Resident Office for facility access and security maintenance during duration of work. Contractor shall not work outside of the stated hours of work, without first obtaining approval from the Resident Office.

16) Warranty: The contractor shall provide a minimum of one (1) year warranty on all materials and workmanship from the date of the Government’s acceptance of the work.

17) Paperless Contract File: Contractor shall support the Government’s Paperless

Contract File (PCF) initiative by submitting electronic data files of the below items.

a) The Contractor will submit Transmittals with two paper copies rather than six paper copies along with a digital PDF file of the ENG 4025, designer of record concurrence (Design-Build contracts only), and the transmittal (preconstruction, product data, shop drawings, certificates, test reports, manufacturer’s instructions) on the same day the file is exported in QCS to RMS. The Government will return one paper copy and a digital file of the processed ENG 4025 back to the Contractor.

b) The Contractor will submit Pay Requests one original signed copy, two paper copies and digital .PDF files of the following: Prompt Payment Certificate, Contractor Requested Earnings, Schedule Narrative, and Schedule Report (both scheduling software file and .PDF format).

END OF ATTACHMENT 2

k7ecphw9 Text Box Enclosure #1 MOTSU General Requirements

i. MOTSU Electrical Standard

24 May 2012

SUBJECT: Military Ocean Terminal, Sunny Point (MOTSU) Electrical Standard

1. In addition to the contents of the latest edition of the National Electrical Code (NFPA 70) and the National Electrical Safety Code, the following items form the minimum electrical requirements for facilities located on MOTSU.

A. General:

1) All secondary electrical work done on MOTSU shall be performed by personnel authorized to engage in electrical contracting within the state of North Carolina and shall hold a North Carolina electrical license (suitable for the costs and voltages of the project). An electrical license from another state may be acceptable if it qualifies under North Carolina's reciprocity process. Submittal of a certified copy of the electrical license shall be required. This requirement does not apply to primary electrical distribution, street lights, generator work up to the transfer switch and area lights.

2) The construction contractor shall be responsible for obtaining a digging permit from DPW, prior to performing any digging on MOTSU. A digging permit shall also be required for any work on the wharfs. See attachment 3, titled “Application for Digging Permit“ for a digging permit request form. When properly completed, this permit will locate underground utilities which may be affected by the project. Markings for underground utilities are considered approximately only. The actual location of the utility shall be considered within a band ± 36 inches from either side of the painted mark or flag. The contractor shall be totally responsible for repairs to marked utilities that he may damage. Any damaged Utility shall immediately be reported to DPW at 910-457-8292. Any damaged utilities shall be repaired within eight hours of the initial damage, or the Government (at its option) may have the utility repaired and then charge the contractor. If an unmarked utility is damaged by the contractor, the Government will have it repaired, if all aspects to the Digging Permit have been followed. Typically, once a digging permit is submitted by the contractor, DPW shall have five business days to complete the application process and have utilities marked.

3) Any non-metallic conduit or inner-duct installed underground for installation of fiber optic cable, gas, or any other non-electrical conductive materials shall have a tracer wire installed. This tracer wire may be either part of the conduit, preinstalled or blown in after conduit or inner-duct installation. Tracer wire shall be accessible at least every two hundred feet.

Access points to the tracer wire may include valve boxes, hand-holes, manholes, vaults, marker posts, or other covered access devices. Access point covers should be clearly marked with the type of facility. Additionally, all fiber optic cable shall be clearly marked with a white marker post (minimum of 66 inches in length, with at least four feet above grade) by 3-1/2 inch minimum diameter which shall be located at least every two hundred feet along the length of the cable run (if no other access point to the tracer wire is available). The making post shall have an orange top (at least 18 inches in length) which states, as a minimum, “WARNING FIBER OPTIC CABLE” and shall have a graphic warning with a contact number. The contact number shall be 457-8292. Marker posts shall have a peg through the embedded portion of the marker post and into the surrounding soil for pullout resistance. An orange “Marker Tape” (with the words “BURRIED FIBER OPTIC CABLE BELOW” shall be install 12 to 24 inches below the surrounding grade. Fiber optic cable shall be installed four feet below final grade. Additional information can be found at MOTSU Utility Line Marking Specification, which is attached to this document.

4) Utility line marking shall be IAW the attached “MOTSU Utility Line Marking Specification”. See Attachment 4.

5) Typically, for new or rehabbed facilities, the following two electrical inspections (all projects under Corps of Engineer (COE) control will normally be inspected by COE; all other work requiring an inspection will be performed by DPW) are required prior to receiving approval to have BEMC energize electrical power at the site:

a. Rough-In Inspection: A rough-in inspection shall be required after all electrical conduit, wire, panels, outlet boxes, switch boxes, equipment boxes, isolation switch boxes, etc.

have been properly installed. Except for the final connection to switches, receptacles, and lighting fixtures, all ground wires and other wires in boxes must be spliced and pigtailed for the rough-in inspection. The rough-in inspection shall be conducted before insulation, sheet-rock, paneling, or other materials cover any wiring is installed. Underground wiring and under-slab wiring must be inspected before the trench is back-filled. Where wiring is concealed before rough-in inspection, the prime contractor shall be responsible for all costs associated with uncovering and replacing the covering material so all wiring can be inspected. A written report identifying any observed errors or defects will be provided to the contractor and DPW. Any faults identified by the inspector will be corrected before additional electrical work shall be allowed.

b. Final Inspection: A final inspection shall be required after all final connections for wiring, panels, lights, switches, receptacles, outlet boxes, switch boxes, equipment boxes, isolation switch boxes, etc. have been properly installed. All overcurrent protection, front covers, fixture lens, etc shall be completely installed prior to a final inspection. A written report identifying any observed errors or defects will be provided to the contractor and DPW. Any faults identified by the inspector shall be corrected before an approved final inspection is awarded. Upon completion of a successful final inspection, DPW will direct BEMC to make the facility service hot.

c. Request for inspection: A request for inspection (rough-in or final) can be obtained from COE for projects under their control and from DPW (910-457-8292; see subparagraph “d” below) for all other projects; the request should be submitted five (5) working days prior to the needed inspection date.

d. Use Attachment 1 for application to request an electrical inspection through DPW.

6) Electrical panels, disconnects, or other switchgear mounted in mechanical rooms are allowed to be surface mounted; however, they shall be mounted flush against the supporting wall; in most cases, they shall not extend over eight (8) inches from the wall or purlin face. In metal buildings, they may be installed on uni-strut (or equal) directly fastened to purlins supporting the walls. Building bracing (tie cables) shall not run behind the panels or within the NEC required panel clearance. Typically, the upper edge of the panel shall be at 6-1/2 feet above the finished grade and the lower edge of the panel shall not be lower than 18 inches above the finished grade. Panels over 600 amperes may have the bottom edge of the panel closer to the floor; however, effort will be made to keep it at least two inches above finished grade. If these requirements cannot be met, then coordination prior to installation is required with DPW.

7) Main exterior building disconnect switches are allowed to be surface mounted;

however, the back edge of the disconnect shall be placed flush against the building (for its entire length). On new facilities, brickwork or other siding materials (on two tone structures, for example metal above brick) may require special attention to recess the disconnect switch in order to keep the back flush with the building. The top of the disconnect switch shall be 6 -1/2 feet above ground level. If these requirements cannot be met, then coordination prior to installation is required with DPW.

8) On new construction projects, temporary utilities (electricity, potable water, and sewage) will be made available to the contractor at no costs (if they are available in the work area or after site work is completed). This should not be misinterpreted as permanent electrical connection to the facility. A permanent electrical connection to the facility shall only be accomplished after a successful final electrical inspection has been obtained. The contractor shall perform all connections and disconnections (other than primary electrical; this shall be accomplished by BEMC) and shall supply any required temporary service pole, reducing valves, piping, etc... required to make such a temporary connection. All such connections shall be done by personnel licensed and qualified to perform such connections. The term "temporary utilities" shall specifically not include heat and/or air conditioning. If heat and/or air conditioning are required by the contractor prior to acceptance of the project by the Government, he shall provide it at no expense to the Government. Temporary electrical service shall not be utilized for heat and/or air conditioning. Fuel oil shall not be provided by the Government. If excessive or wasteful usage of utilities is detected, they shall be turned off.

9) If temporary electrical power is required at the site (especially on new construction projects), the prime contractor shall negotiate directly with BEMC to have the power run and connected to a contractor supplied temporary service pole. The prime contractor shall pay BEMC directly for this service.