Sheridan_Specifications_100.pdf

Engineer’s Project Number: 28691.02.00

FY 2020

Stormwater Drainage Improvement Project Phillip H. Sheridan ARC

Specifications Final Submittal

Ft. Sheridan, Illinois September 2021

©Stanley Consultants, Inc. 2021

00 01 07.doc

Project Manual for

Stormwater Drainage Improvement Project Phillip H. Sheridan ARC

88th Readiness Division

Signature

__ September 10, 2021_________ Date

License Expiration Date: 11-30-21 Illinois Firm Registration No. 184-001533

Stormwater Drainage Improvement Project; Phillip H. Sheridan ARC

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

00 73 05 PROCUREMENT AND CONTRACTING REQUIREMENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00.00 10 PRICE AND PAYMENT PROCEDURES

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00.00 10 QUALITY CONTROL

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 22 GEOTEXTILES USED AS FILTERS

31 11 00 CLEARING AND GRUBBING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 05 33 LANDSCAPE ESTABLISHMENT

32 11 23 AGGREGATE BASE COURSES

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 05 23.13 UTILITY HORIZONTAL DIRECTIONAL DRILLING

33 30 00 SANITARY SEWERAGE

33 40 00 STORM DRAINAGE UTILITIES

33 47 13 POND AND RESERVOIR LINERS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --ms2119 DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

Drawing No.

Revision No.

NAVFAC

Dwg. No.

Title

G-001 COVER SHEET

G-002 LEGEND

G-003 ABBREVIATIONS

V-001 SURVEY CONTROL PLAN 1

V-002 SURVEY CONTROL PLAN 2

V-601 SURVEY CONTROL POINTS TABLE

CD-100 OVERALL DEMOLITION PLAN 1

CD-101 OVERALL DEMOLITION PLAN 2

CD-102 DEMOLITION PLAN 1

CD-103 DEMOLITION PLAN 2

CD-104 DEMOLITION PLAN 3

CD-105 DEMOLITION PLAN 4

CD-106 DEMOLITION PLAN 5

CD-107 DEMOLITION PLAN 6

CD-108 DEMOLITION PLAN 7

C-100 OVERALL SITE PLAN 1

C-101 OVERALL SITE PLAN 2

CS-101 HORIZONTAL CONTROL PLAN 1

CS-102 HORIZONTAL CONTROL PLAN 2

ms2119 DOCUMENT 00 01 15 Page 2

CS-104 HORIZONTAL CONTROL PLAN 4

CS-105 HORIZONTAL CONTROL PLAN 5

CS-106 HORIZONTAL CONTROL PLAN 6

CS-107 HORIZONTAL CONTROL PLAN 7

CS-108 HORIZONTAL CONTROL PLAN 8

CS-109 HORIZONTAL CONTROL PLAN 9

CS-110 HORIZONTAL CONTROL PLAN 10

CS-111 HORIZONTAL CONTROL PLAN 11

CS-113 HORIZONTAL CONTROL PLAN 13

CS-115 HORIZONTAL CONTROL PLAN 15

CS-116 HORIZONTAL CONTROL PLAN 16

CS-118 HORIZONTAL CONTROL PLAN 18

CS-119 HORIZONTAL CONTROL PLAN 19

CS-120 HORIZONTAL CONTROL PLAN 20

CG-101 CONSTRUCTION PLAN 1

CG-102 CONSTRUCTION PLAN 2

CG-103 CONSTRUCTION PLAN 3

CG-104 CONSTRUCTION PLAN 4

CG-105 CONSTRUCTION PLAN 5

CG-106 CONSTRUCTION PLAN 6

CG-107 CONSTRUCTION PLAN 7

CG-108 CONSTRUCTION PLAN 8

CG-109 CONSTRUCTION PLAN 9

CG-110 CONSTRUCTION PLAN 10

CG-111 CONSTRUCTION PLAN 11

CG-112 CONSTRUCTION PLAN 12

CG-113 CONSTRUCTION PLAN 13

CG-114 CONSTRUCTION PLAN 14

CG-115 CONSTRUCTION PLAN 15

ms2119 DOCUMENT 00 01 15 Page 3

CG-116 CONSTRUCTION PLAN 16

CG-117 CONSTRUCTION PLAN 17

CG-118 CONSTRUCTION PLAN 18

CG-119 CONSTRUCTION PLAN 19

CG-120 CONSTRUCTION PLAN 20

CG-201 STORM SEWER PROFILE - 1

CG-202 STORM SEWER PROFILE - 2

CG-203 STORM SEWER PROFILE - 3

CG-204 STORM SEWER PROFILE - 4

CG-205 ROADWAY PROFILE

CG-301 SECTION DETAILS

CG-501 DETAILS

CG-502 DETAILS

CG-503 DETAILS

CG-504 DETAILS

CG-505 DETAILS

CU-201 SANITARY SEWER PROFILE-1

CG-700 PARKING LOT CROSS SECTION

CG-701 PARKING LOT CROSS SECTION

CG-702 PARKING LOT CROSS SECTION

CG-703 PARKING LOT CROSS SECTION

CG-704 PARKING LOT CROSS SECTION

CE-101 EROSION CONTROL PLAN 1

CE-102 EROSION CONTROL PLAN 2

CE-103 EROSION CONTROL PLAN 3

CE-104 EROSION CONTROL PLAN 4

CE-105 EROSION CONTROL PLAN 5

CE-106 EROSION CONTROL PLAN 6

CE-107 EROSION CONTROL PLAN 7

ms2119 DOCUMENT 00 01 15 Page 4

CE-108 EROSION CONTROL PLAN 8

CE-109 EROSION CONTROL PLAN 9

CE-110 EROSION CONTROL PLAN 10

CE-111 EROSION CONTROL PLAN 11

CE-112 EROSION CONTROL PLAN 12

CE-113 EROSION CONTROL PLAN 13

CE-114 EROSION CONTROL PLAN 14

CE-115 EROSION CONTROL PLAN 15

CE-116 EROSION CONTROL PLAN 16

CE-117 EROSION CONTROL PLAN 17

CE-118 EROSION CONTROL PLAN 18

CE-119 EROSION CONTROL PLAN 19

CE-120 EROSION CONTROL PLAN 20

CE-500 EROSION CONTROL DETAILS

-- End of Document --ms2119 DOCUMENT 00 01 15 Page 5

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 73 05

PROCUREMENT AND CONTRACTING REQUIREMENTS

02/14

PART 1 GENERAL

1.1 SUBMITTALS

1.2 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

1.3 ADDITIONAL COORDINATION WITH OTHERS

1.4 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.4.1 AT Level 1 Training

1.4.2 Access and General Protection Policy and Procedures

1.4.2.1 Contractors Who Do Not Require CAC, But Require Access To A

DOD Facility Or Installation

1.4.3 iWATCH and/or CorpsWatch Training

1.4.4 Required OPSEC Training

1.4.5 Classified and Sensitive Materials and/or Sensitive and

Restricted Areas

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

ATTACHMENT A - Personnel Change Request Form ms2119 DOCUMENT 00 73 05 Page 1

DOCUMENT 00 73 05

PROCUREMENT AND CONTRACTING REQUIREMENTS

02/14

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

AT Level 1 Training Certificates; G, SL

Background Checks; G, SL

OPSEC Level 1 Training; G, SL

1.2 ADDITIONAL COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK

In addition to the requirements of Contract Clause COMMENCEMENT, PROSECUTION, AND COMPLETION OF WORK, comply with the following requirements:

Work schedule is Monday through Friday 7:30am to 4:00pm, except Federal holidays, or as approved by the Contracting Officer. If Contracting Officer approves weekend work, work will not commence on Reserve Drill weekends. Schedule for Reserve Drill weekends will be provided by the Contracting Officer from the Facility at the preconstruction meeting or when mobilized.

1.3 ADDITIONAL COORDINATION WITH OTHERS

Schedule and coordinate operations affecting other Contractors, Government Personnel, utilities, and/or property occurring within the work limits.

Accomplish with lead time sufficient for coordination of all involved parties as necessary for timely completion of each Contract feature. As a minimum, establish coordination with each of the following point(s) of contact, as required:

a. Facility Operations Specialist 88th Readiness Division Darrell Chambers Telephone: 608.343.7378 Email Address: darrell.j.chambers6.ctr@mail.mil

1.4 ANTITERRORISM (AT) AND OPERATIONS SECURITY (OPSEC)

1.4.1 AT Level 1 Training

All Contractor and sub-contractor employees requiring access to non-public or private Government property to complete AT Level 1 Training within 30 calendar days after Notice to Proceed date. AT Level 1 Training is ms2119 DOCUMENT 00 73 05 Page 2 available at the following website:

https://jkodirect.jten.mil/Atlas2/faces/page/login/Login.seam The required training is under the heading "JS-US007-14: Level 1 Antiterrorism Awareness Training." Contractor employees who have a Common Access Card (CAC) may log in with their CAC. Contractor employees without a CAC to log into the "Non-CAC users" link and need to complete the training all at once, as no record of training will be maintained aside from the certificate that is printed upon completion. Submit all AT Level 1 Training Certificates within 5 calendar days of completion.

1.4.2 Access and General Protection Policy and Procedures

Per ENG FORM 6055, comply with the following Operational Security Requirements. All Contractor and subcontractor employees will comply with installation and facility access guidelines and rules as stated.

Contractor workforce to comply with all personal identity verification requirements as directed by Department of Defense (DoD), Department of the Army Headquarters, Rock Island District, and/or local policy. In addition to the changes otherwise authorized by the Contract Clause 52.243-4 CHANGES, should the Force Protection Condition (FPCON) at any installation or facility change, the Government may require changes in Contractor security matters or processes. In support of Rock Island District evaluation of personnel authorized for access to federal facilities, pay all fees for and submit background checks that have been conducted by a bonded third party within the last 6 months of the Notice to Proceed date and authorize reports to be mailed to the Rock Island District Security and Law Enforcement Office by the third party, see paragraph SUBMITTALS for address and other requirements. The background check will cover, at a minimum, the last ten years covering the states the employee had/has lived in, national crime records check which includes felony and misdemeanor offenses, Department of Motor Vehicles (DMV) records, and a national sex offender registry check, submitted 14 days prior to accessing the project site. Identification Badges: The Contractor is responsible for furnishing a photo identification badge/card to each employee prior to the employee's work on-site, and for requiring each employee engaged on the work to display identification. At a minimum, the badge will have the following items shown, the employee's picture, employee's name, and company name working for. The badge will be prominently displayed unless restricted for safety concerns, in which case it will be available for immediate display upon request (carried on person). As employees are added or deleted from the submitted and approved Access Control List (ACL), this information will be reported immediately to the Contracting Officer. Added employees will not be permitted on-site until requirements of this paragraph are completed, submitted, and approved. Disqualifying factors include, but are not limited to:

a. Criminal conduct, in particular, violent crime and sex offenders;

b. Habitual use of intoxicating beverages to excess as evidenced by Driving Under the Influence (DUI) or public intoxication records; or

c. Any illegal activity or other disqualification which makes the individual unfit for service (e.g., drug trafficking or procurement fraud).

In addition to the submitted background checks, supplemental agency checks may be performed at the discretion of the Rock Island District security personnel. The Contractor agrees to cooperate and ensure that Contractor employees provide any documentation required to complete these checks. Any ms2119 DOCUMENT 00 73 05 Page 3 employee lacking proper identification credentials or deemed a security threat may be denied access to the project. Such action in no way relieves the Contractor from performance of the contract. The Rock Island District retains the right to deny any Contractor and sub-contractor employee(s) from working on this Contract awarded by the Rock Island District based on final background investigation results. All information received as a result of a background check will be handled according to Privacy Act regulation.

In the event that an unexpected change in personnel is required, due to sudden absence of a critical path employee, immediately contact the Contracting Officer to coordinate obtaining written approval from the Security and Law Enforcement Office for new/additional personnel to be brought on-site prior to background check acceptance. Submit ATTACHMENT A

- Personnel Change Request Form and will receive written authorization from the Security and Law Enforcement Office prior to bringing new personnel on-site, and will ensure a background check is sent to the Rock Island District Security and Law Enforcement Office no later than 10 days from written notice of approval. The Rock Island District reserves the right to terminate access of the employee upon completion of the Government's review of the background check and the Contractor will be notified immediately of any such Government decision.

In the event of an unforeseen change in work site conditions, which may require a Contract Modification, and the Contractor has to immediately add employees, the Contractor to submit ATTACHMENT A - Personnel Change Request Form and will receive written approval from the Security and Law Enforcement Office prior to bringing new personnel on-site, and ensure a background check is sent to the Rock Island District Security and Law Enforcement Office no later than 10 days from written notice of approval.

The Rock Island District reserves the right to terminate access of the employee upon completion of the Government's review of the background check and the Contractor will be notified immediately of any such Government decision.

Contractor, Contractor employees, and subcontractor employees not expected to be on the worksite for more than 15 days may be allowed on-site with the following conditions:

a. Employee will be on site a total of 15 days or less, for the duration of the project.

b. Employee is added to the ACL as a short term employee.

c. Employee is escorted while on-site. This is defined as being in the line of sight of an identified Contractor employee who has a background check on file with the Rock Island District (as noted on the ACL).

d. Each Contractor employee can sponsor only up to five short term employees at a time.

Foreign National Employees: Due to a difference in background check procedures for long term foreign national employees, all such employees will provide a photocopy of their passport to the Rock Island District Security and Law Enforcement Office no later than 30 days prior to arrival on-site. Short term foreign national employees (e.g. specialists with a two week period of performance) may work on site with the following conditions:

ms2119 DOCUMENT 00 73 05 Page 4

a. Foreign national employee will be on-site a total of 15 days or less, for the duration of the project.

b. Foreign national employee in accordance with E-Verify requirements (see paragraph "E-Verify Program").

c. Approved and identified Contractor employee will escort the foreign national employee AT ALL TIMES while on-site.

d. Each Contractor employee can sponsor only one short term foreign national at a time.

1.4.2.1 Contractors Who Do Not Require CAC, But Require Access To A DOD Facility Or Installation

Contractor and all associated sub-contractors employees must comply with adjudication standards and procedures using the National Crime Information Center Interstate Identification Index (NCIC-III) and Terrorist Screening Database (TSDB) (Army Directive 2014-05 / AR 190-13), applicable installation, facility and area commander installation/facility access and local security policies and procedures (provided by Government, as NCIC and TSDB are available), or, at OCONUS locations, in accordance with status of forces agreements and other theater regulations.

1.4.3 iWATCH and/or CorpsWatch Training

The Contractor and all subcontractor employees must receive a briefing provided by the Rock Island District Security and Law Enforcement Office on the local suspicious activity reporting program. This locally developed training will be used to inform Contractor employees of the types of behavior to watch for and instruct them to report suspicious activity to the Contracting Officer, security representative, or local law enforcement entity. This training must be completed within 30 calendar days of Notice to Proceed and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer by the Security and Law Enforcement Office via Memorandum of Record no later than 5 calendar days after the completion of the training.

1.4.4 Required OPSEC Training

Contractors and subcontractor employees must complete Operations Security (OPSEC) Level 1 Training within 30 calendar days of mobilization. OPSEC Level 1 training is available at the following website:

https://www.mvr.usace.army.mil/Business-With-Us/Contracting/ Scroll towards the bottom of the page, click on the blue lettering that states: "Contractors Operations Security (OPSEC) Training."

Submit certificates of completion for each affected Contractor and sub-contractor employee to the Contracting Officer within 5 calendar days after completion of training.

1.4.5 Classified and Sensitive Materials and/or Sensitive and Restricted Areas

All Contractor employees and associated subcontractor employees who are not in possession of the appropriate security clearance or access privileges must be escorted in areas where they may be exposed to classified, sensitive, or restricted materials and/or areas. Coordinate with the Contracting Officer for access.

ms2119 DOCUMENT 00 73 05 Page 5

1.5 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

The applicable provisions of EP 1110-1-8, to be Region V. See main Contract for remaining paragraph requirements.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

ms2119 DOCUMENT 00 73 05 Page 6

ATTACHMENT A TO SECTION 00 73 05

PERSONNEL CHANGE REQUEST FORM

Contract No. ____________________ Date _______________

We, ___________________, respectfully request to add / replace (circle one) personnel to the jobsite due to the following situation:

Personnel to be conditionally added to the ACL (escorted by):

Background checks (if required for a long term employee) submitted by the close of business on (insert proposed date):

-- End of Document --ms2119 DOCUMENT 00 73 05 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

1.2.2 Location

1.3 CONTRACT DRAWINGS

1.4 LOCATION OF UNDERGROUND UTILITIES

1.4.1 Notification Prior to Excavation

1.5 SALVAGE MATERIAL AND EQUIPMENT

PART 2 PRODUCTS

PART 3 EXECUTION

ms2119 SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

1.2 WORK COVERED BY CONTRACT DOCUMENTS

1.2.1 Project Description

The work includes clearing, demolition, expansion of an existing detention basin, constructing two new detention basins, storm sewer piping, sanitary sewer piping, ditch grading, pavement, rain garden, site restoration and incidental related work.

1.2.2 Location

The work is located at Ft. Sheridan, approximately as indicated.

1.3 CONTRACT DRAWINGS

The following drawings accompany this specification and are a part thereof.

See Section 00 01 15 LIST OF DRAWINGS.

Five sets of full size contract drawings, maps, and specifications will be furnished to the Contractor without charge. Reference publications will not be furnished. Immediately check furnished drawings and notify the Government of any discrepancies.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation, and comply with Installation requirements for locating and marking underground utilities.

Verify existing utility locations indicated on contract drawings, within area of work.

Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated, or specified to be removed, that is indicated or discovered during scanning, in locations to be traversed by piping, ducts, and other work to be conducted or installed.

1.4.1 Notification Prior to Excavation

Notify the Contracting Officer at least 15 days prior to starting excavation work.

ms2119 SECTION 01 11 00 Page 2

1.5 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged remain the property of the Government. Segregate, itemize, deliver and off-load the salvaged property at the Government designated storage area located within 1 mile of the construction site.

Provide a salvage plan, listing material and equipment to be salvaged, and their storage location. Maintain property control records for material or equipment designated as salvage. Use a system of property control that is approved by the Contracting Officer. Store and protect salvaged materials and equipment until disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --ms2119 SECTION 01 11 00 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Construction Survey

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Traffic Control

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Demolition

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Clearing

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 As-Built Drawings

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Excavation

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Hauling and Disposal of Excavated Material

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Hauling and Disposal of Concrete

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Hauling and Disposal of Asphalt

1.3.4.1 Payment

1.3.4.2 Unit Measure

1.3.5 Sanitary Pipe

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 Sanitary Structures

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Pipe Culverts and Storm Drains

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 Storm Drainage Structures

1.3.8.1 Payment

ms2119 SECTION 01 22 00.00 10 Page 1

1.3.8.2 Unit of Measure

1.3.9 Storm Drainage Structures Over 8 Feet Deep

1.3.9.1 Payment

1.3.9.2 Unit of Measure

1.3.10 Flared End Sections

1.3.10.1 Payment

1.3.10.2 Unit of Measure

1.3.11 Backfill Replacing Unstable Material

1.3.11.1 Payment

1.3.11.2 Unit of Measure

1.3.12 Pipe Placed by Jacking

1.3.12.1 Payment

1.3.12.2 Unit of Measure

1.3.13 Relocate Existing Utilities

1.3.13.1 Payment

1.3.13.2 Unit of Measure

1.3.14 HMA Paving and Patching

1.3.14.1 Payment

1.3.14.2 Unit of Measure

1.3.15 Concrete Curbs and Gutters

1.3.15.1 Payment

1.3.15.2 Unit of Measure

1.3.16 Sidewalks

1.3.16.1 Payment

1.3.16.2 Unit of Measure

1.3.17 Aggregate Base Course

1.3.17.1 Payment

1.3.17.1.1 Unit of Measure

1.3.18 Riprap

1.3.18.1 Payment

1.3.18.2 Unit of Measure

1.3.19 Topsoil

1.3.19.1 Payment

1.3.19.2 Unit of Measure

1.3.20 Seeding

1.3.20.1 Payment

1.3.20.2 Unit of Measure

1.3.21 Rain Garden

1.3.21.1 Payment

1.3.21.2 Unit of Measure

1.3.22 Pond Liner

1.3.22.1 Payment

1.3.22.2 Unit of Measure

1.3.23 Sanitary Concrete Encasement and Insulation

1.3.23.1 Payment

1.3.23.2 Unit of Measure

1.3.24 Mow Stakes

1.3.24.1 Payment

1.3.24.2 Unit of Measure

1.3.25 Clean and Repair of Existing Storm Sewer

1.3.25.1 Payment

1.3.25.2 Unit of Measure

1.3.26 Excavation and Handling of Contaminated Material

1.3.26.1 Payment

1.3.26.2 Unit of Measure

1.3.27 Backfilling

1.3.27.1 Payment

1.3.27.2 Unit of Measure

1.4 ALLOWANCES

ms2119 SECTION 01 22 00.00 10 Page 2

1.4.1 Price and Payment

1.4.2 Allowances Schedule

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

ms2119 SECTION 01 22 00.00 10 Page 3

SECTION 01 22 00.00 10

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government.

1.2 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING PROPOSAL SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization.

1.2.1.2 Unit of Measure

Unit of measure: job.

1.2.2 Construction Survey

1.2.2.1 Payment

Payment will be made for all costs associated with performing construction surveys as required per the specifications.

1.2.2.2 Unit of Measure

Unit of Measure: job.

1.2.3 Traffic Control

1.2.3.1 Payment

Payment will be made for all costs associated with furnishing, installation, maintenance, relocation, and removal of traffic control and ms2119 SECTION 01 22 00.00 10 Page 4 construction controls.

1.2.3.2 Unit of Measure

Unit of Measure: job.

1.2.4 Demolition

1.2.4.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for demolition as shown and specified.

Removal work shall include, but is not limited to, parking lot pavement, aggregate base, sidewalk, curb and gutter, storm sewer, pipe abandonment, and other miscellaneous removals not included in a separate contract line item.

1.2.4.2 Unit of Measure

Unit of Measure: job.

1.2.5 Clearing

1.2.5.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for clearing construction areas as shown and specified. Work shall include, but not be limited to, clearing, hauling, and disposal.

1.2.5.2 Unit of Measure

Unit of Measure: job.

1.2.6 As-Built Drawings

1.2.6.1 Payment

Payment will be made for all costs associated with creating as-built drawings as required per the specifications.

1.2.6.2 Unit of Measure

Unit of Measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BIDDING PROPOSAL SCHEDULE and described below. The unit price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

Contractor responsible for all measurement of all quantities.

ms2119 SECTION 01 22 00.00 10 Page 5

1.3.1 Excavation

1.3.1.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for excavation of the detention basins and grading of ditches as shown and specified. Work shall include, but not be limited to, cleaning ditches, excavation of material, hauling, stockpiling, and testing of material. Refer to Section 31 00 00 EARTHWORK.

1.3.1.2 Unit of Measure

Unit of Measure: cubic yard.

1.3.2 Hauling and Disposal of Excavated Material

1.3.2.1 Payment

Payment shall be for furnishing all materials, equipment, and labor to load material, haul, disposal, and all record keeping to be submitted to the owner. Payment shall include all disposal fees incurred by the Contractor.

1.3.2.2 Unit of Measure

Unit of Measure: ton.

1.3.3 Hauling and Disposal of Concrete

1.3.3.1 Payment

Payment shall be for furnishing all materials, equipment, and labor to load material, haul, disposal, and all record keeping to be submitted to the owner. Payment shall include all disposal fees incurred by the Contractor.

1.3.3.2 Unit of Measure

Unit of Measure: ton.

1.3.4 Hauling and Disposal of Asphalt

1.3.4.1 Payment

Payment shall be for furnishing all materials, equipment, and labor to load material, haul, disposal, and all record keeping to be submitted to the owner. Payment shall include all disposal fees incurred by the Contractor.

1.3.4.2 Unit Measure

Unit of Measure: ton.

1.3.5 Sanitary Pipe

1.3.5.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for installation of sanitary pipe as shown and specified. Work shall include, but not be limited to, trench ms2119 SECTION 01 22 00.00 10 Page 6 excavation, pipe, backfill materials, sheeting and bracing. The length of pipe installed will be measured along the centerline of the pipe from end to end.

1.3.5.2 Unit of Measure

Unit of Measure: linear feet.

1.3.6 Sanitary Structures

1.3.6.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of sanitary structures as shown and specified. Work shall include, but not be limited to, excavation, structure, cover, backfill, sheeting and bracing.

1.3.6.2 Unit of Measure

Unit of Measure: each.

1.3.7 Pipe Culverts and Storm Drains

1.3.7.1 Payment

Payment will be made for furnishing all materials, equipment and labor and performing all operations necessary for installation of the pipe culverts and storm drains as shown and specified. Work shall include, but not be limited to, trench excavation, pipe, backfill materials, sheeting and bracing. The length of pipe installed will be measured along the centerline of the pipe from end to end of pipe without deductions for diameter of manholes.

1.3.7.2 Unit of Measure

Unit of Measure: linear feet.

1.3.8 Storm Drainage Structures

1.3.8.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of storm drainage structures constructed to a depth of 8 feet as shown and specified. Work shall include, but not be limited to, excavation, structure, grating or cover, backfill, sheeting and bracing. The depth of structures will be measured from the top of the grating or cover to invert of the outlet pipe.

1.3.8.2 Unit of Measure

Unit of Measure: each.

1.3.9 Storm Drainage Structures Over 8 Feet Deep

1.3.9.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of storm drainage structures for the additional depth over 8 feet as shown and specified.

ms2119 SECTION 01 22 00.00 10 Page 7

Work shall include, but not be limited to, excavation, structure, grating or cover, backfill, sheeting and bracing. The depth of structures will be measured from the top of the grating or cover to invert of the outlet pipe.

Structures constructed to depths greater than the depth specified above will be paid for as units at the contract unit price for structures, plus an additional amount per linear foot for the measured depth beyond a depth of 8 feet.

1.3.9.2 Unit of Measure

Unit of Measure: linear foot.

1.3.10 Flared End Sections

1.3.10.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of flared end sections.

1.3.10.2 Unit of Measure

Unit of Measure: each.

1.3.11 Backfill Replacing Unstable Material

1.3.11.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for select granular material required to replace unstable material under pipes or drainage structures. Work shall include removal and stockpiling of unstable material and all excavating, hauling, placing, compacting, and all incidentals necessary to complete the construction. Refer to Section 31 00 00 EARTHWORK.

1.3.11.2 Unit of Measure

Unit of Measure: cubic yard.

1.3.12 Pipe Placed by Jacking

1.3.12.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of jacked pipe as shown and specified. The length of pipe installed will be measured along the centerline of the pipe from end to end.

1.3.12.2 Unit of Measure

Unit of Measure: linear feet.

1.3.13 Relocate Existing Utilities

1.3.13.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for relocation of utilities as shown and specified. The length of pipe installed for the relocation will be measured along the centerline of the pipe from end to end.

ms2119 SECTION 01 22 00.00 10 Page 8

1.3.13.2 Unit of Measure

Unit of Measure: linear feet.

1.3.14 HMA Paving and Patching

1.3.14.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary for fine grading, tack coats between layers, and placing paving. Work shall include paving and all incidentals necessary to complete the construction as shown and specified. Removing and replacing wheel stops are incidental to this item. The area of manholes, intakes, or other fixtures in the pavement will not be deducted from the measured pavement area. Refer to Section 32 12 16 HOT MIX ASPHALT

(HMA) FOR ROADS.

1.3.14.2 Unit of Measure

Unit of Measure: short ton.

1.3.15 Concrete Curbs and Gutters

1.3.15.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary to prepare the subgrade, bars and reinforcement, place concrete, joints and sealing, finish concrete, surface curing and pavement protection, boxouts for structures, and all incidentals necessary to complete the construction as shown and specified. Measurement will be along the face of the curb and gutter. Refer to Section 32 16 19

CONCRETE CURBS, GUTTERS AND SIDEWALKS.

1.3.15.2 Unit of Measure

Unit of Measure: linear feet.

1.3.16 Sidewalks

1.3.16.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary to prepare the subgrade, minor grade adjustments at driveways and other intersections, formwork, additional thickness at thickened edges, finishing concrete, surface curing, finish concrete, and all incidentals necessary to complete the construction as shown and specified. The area of manholes, intakes, or other fixtures in the sidewalk will not be deducted from the measured area. Refer to Section

32 16 19 CONCRETE CURBS, GUTTERS AND SIDEWALKS.

1.3.16.2 Unit of Measure

Unit of Measure: square yard.

ms2119 SECTION 01 22 00.00 10 Page 9

1.3.17 Aggregate Base Course

1.3.17.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary to place aggregate base course including all incidentals necessary to complete the construction as shown and specified.

1.3.17.1.1 Unit of Measure

Unit of Measure: square yard.

1.3.18 Riprap

1.3.18.1 Payment

Payment will be for furnishing all materials, equipment, and labor and performing all operations necessary to install riprap as shown and specified. Work shall include the filter fabric under the riprap. Refer to Section 31 00 00 Earthwork.

1.3.18.2 Unit of Measure

Unit of Measure: square yard.

1.3.19 Topsoil

1.3.19.1 Payment

Payment will be for furnishing all, materials, equipment and labor and performing all operations necessary to strip topsoil, stockpile, and place topsoil for site restoration as shown and specified.

1.3.19.2 Unit of Measure

Unit of Measure: square yard.

1.3.20 Seeding

1.3.20.1 Payment

Payment will be for furnishing all, materials, equipment and labor and performing all operations necessary to prepare the surface, fertilizer, seed, mulch, water, and all incidentals necessary to complete the construction.

1.3.20.2 Unit of Measure

Unit of Measure: square yard.

1.3.21 Rain Garden

1.3.21.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of the rain gardens as shown and specified. Work shall include placing washed rock and soil mix, geotextile, perforated pipe, connection to drainage structure, seed mix, ms2119 SECTION 01 22 00.00 10 Page 10 mulch and all incidentals necessary to complete the construction.

Excavation, RCP, and catch basin to be paid for separately.

1.3.21.2 Unit of Measure

Unit of Measure: square yard.

1.3.22 Pond Liner

1.3.22.1 Payment

Payment will be for furnishing all materials, equipment and labor and performing all operations necessary for installation of pond liner as shown and specified. Work shall include sand layer, placing liner, anchoring liner, backfilling anchor trench, vents, and placing soil covering on the liner. Excavation and seeding to be paid for separately. Measurement for the liner will be the completed area, excluding material in the anchor trench, overlap, and waste.

1.3.22.2 Unit of Measure

Unit of Measure: square yard.

1.3.23 Sanitary Concrete Encasement and Insulation

1.3.23.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for installation of concrete encasement and insulation as shown and specified. Work shall include, but not be limited to, trench excavation, concrete, forming, insulation, backfill materials, sheeting and bracing. The length will be measured along the centerline of the pipe from end to end.

1.3.23.2 Unit of Measure

Unit of measure: linear feet.

1.3.24 Mow Stakes

1.3.24.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for installation of mow stakes as shown and specified.

1.3.24.2 Unit of Measure

Unit of measure: each.

1.3.25 Clean and Repair of Existing Storm Sewer

1.3.25.1 Payment

Payment will be made for furnishing all materials, equipment, labor, and performing all operations necessary to clean existing pipes by jetting.

Repair all damaged pipe located during jetting operations. Work shall include, but not be limited to, jetting, trench excavation, pipe, backfill materials, sheeting and bracing. The length of pipe will be measured along ms2119 SECTION 01 22 00.00 10 Page 11 the centerline of the pipe from end to end of pipe without deductions for diameter of manholes.

1.3.25.2 Unit of Measure

Unit of measure: linear feet.

1.3.26 Excavation and Handling of Contaminated Material

1.3.26.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary for excavation, loading material, hauling, disposal, and all necessary record keeping to be submitted to the owner. Payment shall include all disposal fees incurred by the contractor. Refer to Section 02 61 13 EXCAVATION AND HANDLING OF

CONTAMINATED MATERIAL.

1.3.26.2 Unit of Measure

Unit of Measure: cubic yard.

1.3.27 Backfilling

1.3.27.1 Payment

Payment will be made for furnishing all materials, equipment, and labor and performing all operations necessary to backfill excavations due to the removal of contaminated material. Refer to Section 02 61 13 EXCAVATION AND

HANDLING OF CONTAMINATED MATERIAL.

1.3.27.2 Unit of Measure

Unit of Measure: cubic yard.

1.4 ALLOWANCES

1.4.1 Price and Payment

a. Include in Contract, stipulated price for each Allowance for use upon Contract Representative's instruction.

b. Payment for the work to remove and relocate utility line, including the proper installation of the materials and / or equipment or the connection of final utilities. Inclusive of all work done by the Contractor associated with coordinating, sequencing, cutting, patching, equipping, installing, and connecting as required to complete the service work shown and specified.

c. Funds will be drawn from Allowance only by Change Order.

d. At closeout of Contract, funds remaining in Allowances will be credited to Contract Representative by Change Order.

1.4.2 Allowances Schedule

a. Remove and Relocate Existing Electrical Line Allowance

b. Remove and Relocate Existing Gas Line Allowance ms2119 SECTION 01 22 00.00 10 Page 12

c. Remove and Relocate Existing Communication Line Allowance

d. Remove and Relocate Existing Water Line

e. Remove and Relocate Existing Sanitary Sewer Line Allowance

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

ms2119 SECTION 01 22 00.00 10 Page 13

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 VIEW LOCATION MAP

1.4 PROGRESS AND COMPLETION PICTURES

1.5 MINIMUM INSURANCE REQUIREMENTS

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

1.6.2 Superintendent Qualifications

1.6.2.1 Duties

1.6.3 Non-Compliance Actions

1.7 PRECONSTRUCTION CONFERENCE

1.8 PARTNERING

1.8.1 Informal Partnering

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

PART 2 PRODUCTS

PART 3 EXECUTION

ms2119 SECTION 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

08/15

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

View Location Map; G, RO

Progress and Completion Pictures; G, RO

SD-04 Samples

1.3 VIEW LOCATION MAP

Submit, prior to or with the first digital photograph submittals, a sketch or drawing indicating the required photographic locations. Update as required if the locations are moved.

1.4 PROGRESS AND COMPLETION PICTURES

Photographically document site conditions prior to start of construction operations. Provide monthly, and within one month of the completion of work, digital photographs, 1600x1200x24 bit true color minimum resolution in JPEG file format showing the sequence and progress of work. Take a minimum of 20 digital photographs each week throughout the entire project from a minimum of ten views from points located by the Contracting Officer. Submit with the monthly invoice two sets of digital photographs, each set on a separate compact disc (CD) or data versatile disc (DVD), cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Provide photographs for each month in a separate monthly directory and name each file to indicate its location on the view location sketch. Also provide the view location sketch on the CD or DVD as a digital file. Include a date designator in file names. Cross reference submittals in the appropriate daily report. Photographs provided are for unrestricted use by the Government.

ms2119 SECTION 01 30 00 Page 2

1.5 MINIMUM INSURANCE REQUIREMENTS

Provide the minimum insurance coverage required by FAR 28.307-2 Liability, during the entire period of performance under this contract. Provide other insurance coverage as required by State law.

1.6 SUPERVISION

1.6.1 Minimum Communication Requirements

Have at least one qualified superintendent, or competent alternate, capable of reading, writing, and conversing fluently in the English language, on the job-site at all times during the performance of contract work. In addition, if a Quality Control (QC) representative is required on the contract, then that individual must also have fluent English communication skills.

1.6.2 Superintendent Qualifications

The project superintendent must have a minimum of 10 years experience in construction with at least 5 of those years as a superintendent on projects similar in size and complexity. The individual must be familiar with the requirements of EM 385-1-1 and have experience in the areas of hazard identification and safety compliance. The individual must be capable of interpreting a critical path schedule and construction drawings. The qualification requirements for the alternate superintendent are the same as for the project superintendent. The Contracting Officer may request proof of the superintendent's qualifications at any point in the project if the performance of the superintendent is in question.

For routine projects where the superintendent is permitted to also serve as the Quality Control (QC) Manager as established in Section 01 45 00.00 10 QUALITY CONTROL, the superintendent must have qualifications in accordance with that section.

1.6.2.1 Duties

The project superintendent is primarily responsible for managing and coordinating day-to-day production and schedule adherence on the project.

The superintendent is required to attend partnering meetings and quality control meetings. The superintendent or qualified alternative must be on-site at all times during the performance of this contract until the work is completed and accepted.

1.6.3 Non-Compliance Actions

The Project Superintendent is subject to removal by the Contracting Officer for non-compliance with requirements specified in the contract and for failure to manage the project to insure timely completion. Furthermore, the Contracting Officer may issue an order stopping all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop orders is acceptable as the subject of claim for extension of time for excess costs or damages by the Contractor.

1.7 PRECONSTRUCTION CONFERENCE

After award of the contract but prior to commencement of any work at the site, meet with the Contracting Officer to discuss and develop a mutual ms2119 SECTION 01 30 00 Page 3 understanding relative to the administration of the value engineering and safety program, preparation of the schedule of prices or earned value report, shop drawings, and other submittals, scheduling programming, prosecution of the work, and clear expectations of the "Interim DD Form 1354" Submittal. Major subcontractors who will engage in the work must also attend.

1.8 PARTNERING

To most effectively accomplish this contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Design and Construction team and Subject Matter Experts, the Installation, the Contractor and Subcontractors, and the Designer of Record will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule.

The Contracting Officer will provide Information on the Partnering Process and a list of key and optional personnel who should attend the Partnering meeting.

1.8.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel.

The Initial Partnering session should be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor (typically a conference room provided by the PWD FEAD/ROICC Resident Engineer office or the Contractor). The Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. The Partners will determine the frequency of the follow-on sessions, at no more than 3 to six month intervals.

1.9 ELECTRONIC MAIL (E-MAIL) ADDRESS

Establish and maintain electronic mail (e-mail) capability along with the capability to open various electronic attachments as text files, pdf files, and other similar formats. Within 10 days after contract award, provide the Contracting Officer a single (only one) e-mail address for electronic communications from the Contracting Officer related to this contract including, but not limited to contract documents, invoice information, request for proposals, and other correspondence. The Contracting Officer may also use email to notify the Contractor of base access conditions when emergency conditions warrant, such as hurricanes or terrorist threats.

Multiple email addresses are not allowed.

It is the Contractor's responsibility to make timely distribution of all Contracting Officer initiated e-mail with its own organization including field office(s). Promptly notify the Contracting Officer, in writing, of any changes to this email address.

ms2119 SECTION 01 30 00 Page 4

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used ms2119 SECTION 01 30 00 Page 5

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

2.1.2.1 Primavera

2.1.2.2 Other Than Primavera

P…