(10)_Attachment_J_Standard_Specifications_.pdf

DEFENSE LOGISTICS AGENCY

DLA INSTALLATION SUPPORT AT

SUSQUEHANNA, PA

TECHNICAL SPECIFICATIONS

FOR

PAVING AND UTILITIES REQUIREMENT CONTRACT (PRC)

MULTIPLE AWARD

INDEFINITE DELIVERY/INDEFINITE QUANTITY (ID/IQ)

CONSTRUCTION CONTRACT

INSTALLATION MANAGEMENT DIVISION

April 2017

PRC TOC SPECIFICATIONS Defense Distribution Center, Susquehanna New Cumberland, PA

Section 00.00 01 – Table of Contents Page 2 of 3

TABLE OF CONTENTS

SECTION SPECIFICATION TITLE Pages in Section

Specification Book Page

DIVISION 1 – GENERAL REQUIREMENTS

01 11 00 Summary of Work 9 4 01 14 00 Work Restrictions 12 13 01 32 01.00 10 Project Schedule 17 25 01 33 00 Submittal Procedures 21 42 01 35 26 Governmental Safety Requirements 31 63 01 45 00.10 20 Quality Control for Minor Construction 11 94 01 50 00 Temporary Construction Facilities and Controls 13 105 01 57 19 Temporary Environmental Controls 34 118 01 78 00 Closeout Submittals 17 152

DIVISION 2 – EXISTING CONDITIONS

02 41 00 Demolition and Deconstruction 10 169 02 82 13.00 10 Asbestos Abatement 43 179

DVISION 3 – CONCRETE

03 01 30.71 Concrete Rehabilitation 9 222 03 11 13.00 10 Structural Cast-In-Place Concrete Forming 3 231 03 15 00.00 10 Concrete Accessories 8 234 03 20 00.00 10 Concrete Reinforcing 6 242 03 30 00.00 10 Cast-In-Place Concrete 29 248

03 42 13.00 10 Plant-Precast Concrete Products for Below Grade Construction 4 277

03 62 16 Metallic Non-Shrink Grouting 4 281

DIVISION 7 – THERMAL AND MOISTURE PROTECTION

07 92 00 Joint Sealants 9 285

DIVISION 10 - SPECIALTIES

10 14 01 Exterior Signage 3 294

DIVISION 12 - FURNISHINGS

12 93 00 Site Furnishings 4 297

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PRC TOC SPECIFICATIONS Defense Distribution Center, Susquehanna

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SECTION SPECIFICATION TITLE Pages in Section

Specification Book Page

DIVISION 26 - ELECTRICAL

26 20 00 Interior Distribution System 27 301 26 56 00 Exterior Lighting 17 328

DIVISION 31 - EARTHWORK

31 00 00 Earthwork 15 345 31 05 19 Geotextile 2 360 31 11 00 Clearing and Grubbing 4 362 31 23 00.00 10 Trenching and Backfill 11 366 31 32 11 Soil Surface Erosion Control 4 377 31 36 00 Wire Mesh Gabions and Mattresses 2 381

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.17 Cold Milling of Bituminous Pavements 4 383 32 01 17.16 Sealing of Cracks in Bituminous Pavement 2 387 32 01 19.61 Resealing of Joints in Rigid Pavement 11 389 32 01 29.61 Partial Depth Patching of Rigid Paving 18 400 32 11 16.16.10 Subbase for Rigid and Flexible Paving, 3 418 32 12 10 Bituminous Tack and Prime Coats 3 421 32 12 16 Hot-Mix Asphalt (HMA) for Roads 3 424 32 16 13.00 10 Concrete Sidewalks, Curbs, and Gutters 14 427 32 17 24.00 10 Pavement Markings 3 441 32 31 13 Chain Link Fences and Gates 15 444 32 92 19 Seeding 3 459 32 93 00.00 10 Exterior Plants and Landscape Establishment 4 462

DIVISION 33 - UTILITIES

33 11 00 Water Utility Distribution Piping 26 466 33 24 13 Groundwater Monitoring Wells 22 492 33 30 00 Sanitary Sewers 14 514 33 32 16 Packaged Utility Wastewater Pumping Stations 16 528 33 34 00.00 10 Forced Mains 14 544 33 40 00 Storm Drainage Utilities 4 558 33 46 13 Foundation Drainage System 6 562 33 46 16 Subdrainage System 5 568 33 71 01 Overhead Transmission and Distribution 27 573 33 71 02 Underground Electrical Distribution 37 600

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PRC TOC SPECIFICATION Defense Distribution Center, Susquehanna

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SECTION 01 11 00

SUMMARY OF WORK

08/15

TABLE OF CONTENTS

GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

1.3.2 Location

1.4 EXISTING WORK

1.5 ON-SITE PERMITS

1.5.1 Utility Outage Requests and Utility Connection Requests

1.5.2 Excavation, Confined Space, Hot Work, and Utility Outage Permits

1.6 LOCATION OF UNDERGROUND UTILITIES

1.6.1 Notification Prior to Excavation

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

1.8 SALVAGE MATERIAL AND EQUIPMENT

PRODUCTS

EXECUTION

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SECTION 01 11 00

SUMMARY OF WORK

GENERAL

1.1 REFERENCES

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

Defense Logistics Agency

Installation SOP 26 Underground Utility Locating

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Utility Outage Requests; G Utility Connection Requests; G DLA Dig Permit; G Salvage Plan; G

1.3 WORK COVERED BY CONTRACT DOCUMENTS

The work includes individual projects as described in the Request for Proposal (RFP), and individual projects (as issued by Task Order) under the awarded Task Order Contract, and incidental related work.

The work shall be located at Defense Distribution Center Susquehanna in New Cumberland, PA. Refer to the Contract Drawings provided in the RFP and individual projects (as issued by Task Order) for specific location(s) on site for the work.

1.4 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

Repair or replace portions of existing work which have been altered during construction

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Section 01 11 00 – Summary of Work Page 3 of 9 operations to match existing or adjoining work, as approved by the Contracting Officer.

At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.5 ON-SITE PERMITS

Work shall be scheduled to hold outages to a minimum.

Requests for utility outages and connections shall be made in writing to the COR at least 14 days in advance of the time required. Each request shall state the system involved, area involved, approximate duration of outage, and the nature of work involved.

ACTIVITY SUBMISSION DATE SUBMISSION

FORM

Digging / Excavation 10 working days prior to work Dig Permit

COR will supply when requested.

Confined Space Entry Daily (12 hours maximum) Confined Space Entry Permit

Hot Work Daily

Hot Work Permit Issued by Fire Department when requested.

Utility Outage 14 days N/A

Post permits at a conspicuous location in the construction area.

Burning of trash or rubbish is not permitted on project site.

1.6 LOCATION OF UNDERGROUND UTILITIES

Location of the existing utilities indicated is approximate. Contractor is responsible for requesting existing underground utilities be located prior to beginning work. Contractor is also responsible for verifying the elevations of existing piping, utilities, and any type of underground or encased obstruction not indicated to be relocated or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed. Verify elevations before installing new work closer than nearest manhole or other structure at which an adjustment in grade can be made. See Section 07 78 00, CLOSEOUT SUBMITTALS for additional information.

Location of the existing utilities indicated is approximate. The Contractor shall physically verify the location and elevation of the existing utilities indicated prior to starting

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Section 01 11 00 – Summary of Work Page 4 of 9 construction. In accordance with the requirements of the Underground Utility Line Protection Act (p.l. 852, no. 287) as amended by the Act (p.l. 1567, no. 199) of November 30, 2004, the Contractor must contact the PA One Call System at (800) 242-1776 at least three (3) but no more than ten (10) working days in advance of beginning excavation work.

The Contractor must also comply with Installation SOP 26 - Underground Utility Locating which is attached.

Contractor is responsible for maintaining markings provided by both PA One Call and Dig Permit once utilities are marked and throughout construction. Damage to existing marked utilities shall be repaired at the contractor’s expense.

1.7 GOVERNMENT-FURNISHED MATERIAL AND EQUIPMENT

Unless otherwise notified by the Contracting Officer, the Contractor, with his own forces, shall transport all Government furnished equipment / materials described in the Task Order.

The equipment/materials will be transported from the Government storage area to the work site indicated on the Task Order.

1.8 SALVAGE MATERIAL AND EQUIPMENT

Materials and equipment to be salvaged as identified by the contract documents shall remain the property of the Government. The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located on the Defense Distribution Center Susquehanna site.

Contractor shall maintain property control records for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until receipt and acceptance of salvage material by the COR. Salvaged material under the Contractor’s control that is damaged prior to turnover to the Government shall be replaced by the Contractor at Contractor’s expense. Salvage material shall be documented on Form DD 250 and DD250C (continuation if necessary). A copy of this form is attached and shall be made electronically available by the COR. Instructions for the proper preparation of this form can be found at the following link, Part 4:

http://farsite.hill.af.mil/reghtml/regs/far2afmcfars/fardfars/dfars/DFARSApxF.htm

PRODUCTS

Not used.

EXECUTION

Not used.

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SECTION 01 14 00

WORK RESTRICTIONS

11/11

TABLE OF CONTENTS

GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SPECIAL SCHEDULING REQUIREMENTS

1.3.1 Materials, Equipment, and Personnel

1.3.2 Active facility

1.3.3 Construction Interruptions

1.3.4 Scheduling Interruptions

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

1.4.1 Activity Regulations

1.4.2 Working Hours

1.4.3 Work Outside Regular Hours

1.4.4 Occupied and Existing Buildings

1.4.5 Utility Cutovers and Interruptions

PRODUCTS

EXECUTION

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SECTION 01 14 00

WORK RESTRICTIONS

GENERAL

1.1 REFERENCES

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

Defense Logistics Agency

DLA Physical Security Manual

Defense Distribution Center Susquehanna – Installation Access Policy

Defense Distribution Center Susquehanna – Image Capturing Device Policy

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for information only. The following shall be submitted in accordance with Section 01 33 00, SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G Contractor and Visitor Badge Request Form – (Short Form); G DDSP Security Information Form – (Long Form); G Camera Pass Request Form; G

1.3 SPECIAL SCHEDULING REQUIREMENTS

Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work.

The activity at the facility under construction will remain in operation during the entire construction period. The Contractor must conduct his operations so as to cause the least possible interference with normal operations of the activity.

Permission to interrupt any active roads, railroads, and/or parking areas must be requested in writing a minimum of 15 working days prior to the desired date of interruption. In addition, work that will impact existing employee workspaces or material storage areas, etc. shall require a minimum additional advance notification not less than (15) working days in

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Section 01 14 00 – Work Restrictions Page 3 of 12 advance of the proposed activities. Coordinate all activities through the Contracting Officer Representative.

The work under this Contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the Project Schedule each factor which constitutes a potential interruption to operations.

1.4 CONTRACTOR ACCESS AND USE OF PREMISES

Ensure that Contractor personnel employed on the activity become familiar with and obey activity regulations including Safety, Fire, Traffic and Security Regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials should be outside of peak traffic hours (0630 to 0800 and after 1530) unless otherwise approved by the Contracting Officer. Wear Hard Hats, Safety Shoes, Reflective Vests, and Eye Protection at all times in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. All Contractor equipment and vehicles must be properly identified with their company name and company logo.

Provide a list of contact personnel for the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency by the Contracting Officer Representative. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

Contractor ID Badges

All badges are the property of the United States government. Badges must be displayed at all times while on the installation unless prohibited by safety concerns. Badges will not be photographed or copied and will not be displayed off the installation. Any lost or stolen badges will be reported to the COR and Installation Security immediately. The Contractor will ensure that all badges are returned to the Pass and ID office upon the termination of the contract or individual employees.

All persons, with the exception of delivery truck drivers and persons possessing valid Government Common Access Cards (CACs), entering the Installation must obtain an Identification Badge from Security, Pass and ID. All contractors will receive a badge for the duration of the contract. The construction contractor shall follow the below procedures to obtain and renew Identification Badges for all direct hire and subcontractor employees and visitors:

(1) Complete a Contractor and Visitor Badge Request (noted as Attachment D) for short term passes less than 30 days or DDSP Security Information (noted as Attachment

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B) for long term passes more than 30 days. Example copies of these passes are provided at the end of this section.

(2) Submit completed Badge Request forms to the Contracting Officer Representative a minimum of 2 working days prior to arrival on-site.

(3) Electronic copies of these forms are available from the COR and must be used for badge requests. Badge request forms contain Personally Identifiable Information (PII) and must therefore be transmitted over the Internet encrypted. Encrypted forms require a password for access to the form. The COR will provide the password with the encrypted form when the form is delivered for use.

Installation Access

(1) Obtaining Contractor ID Badge

Contractor personnel shall enter the Installation at Post #3 off of Old Depot Road and go to the Pass & ID Building located just inside the Installation Entrance.

Personnel shall acquire their ID Badges at the Pass & ID Building. The hours of operation for Pass and ID is 0700 to 1500. Contractor personnel that have not submitted either the Contractor and Visitor Badge Request From or the DDSP Security Information Form (described above) through the COR will not be issued ID Badges or granted access to the Installation.

(2) Privately Owned Vehicles (POVs)

POVs transporting Contractor personnel may enter the Installation via Post 3 off Old Depot Road, provided they are not transporting tools, equipment, or supplies.

All persons in Contractor vehicles are required to show ID Badges at the ID Check Stations. All vehicles entering the Installation at Post 3 are subject to random vehicle search procedures.

(3) Contractor and Construction Vehicles

Contractors driving any form of vehicle designed to carry tools, equipment, supplies, or materials necessary for the work are required to enter the installation via Post 4 off of Old York Road (at Normandy Drive). All persons in Contractor vehicles are required to show ID Badges at the Vehicle Search Area. All vehicles entering the Installation at Post 4 are subject to vehicle search procedures.

Construction Deliveries

Deliver equipment and materials to the site in an undamaged condition. Material that is deemed to be damaged or defective by the Contracting Officer Representative from manufacturing, during shipment, or while on-site shall be replaced at the Contractor's expense. Equipment and materials that are deemed to be damaged or defective shall be removed and properly disposed of by the Contractor. New equipment and materials shall be utilized to replace rejected materials or equipment.

Contractors shall receive material and equipment at their own facility and transport this

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Section 01 14 00 – Work Restrictions Page 5 of 12 equipment to the Installation and project site themselves. Government is not responsible for damage to material and equipment shipped directly to the Installation. Contractor must be present to accept shipment of material directly to the Installation. Material that is shipped to the main warehouse (Building 2001) can easily be lost in the midst of the large volume of material constantly moving through the receiving warehouse. Material that is shipped to the Installation and subsequently lost shall be replaced at the Contractors expense.

All contractor deliveries shall enter the Installation at Post 4. To avoid delays at Post 4, deliveries should be scheduled to arrive after 0800 whenever possible. The Construction Contractor shall follow the following procedure for all deliveries (including pick-ups at the construction site):

(1) After being processed by DLA Police in the Post 4 Vehicle Search Area, Delivery Vehicles are directed to proceed onto the Installation and into the vehicle holding area where they must wait for an authorized member of the Construction Contractor to escort them from Post 4 to the construction site. The Construction Contractor’s Site Supervisor is responsible for coordinating all material deliveries and providing all required vehicle escorts. Upon completion of material delivery, the Construction Contractor is responsible for escorting the delivery vehicle back to Post 4 to exit the Installation.

Delivery Escort Authorization

Personnel that intend to escort deliveries arriving at Gate 4 to the construction site will require special annotation on their contractor badges to enable this activity. Contractors may provide up to 2 names of persons authorized to escort their deliveries on the depot.

If the contractor intends to use subcontractors, each sub-contractor is authorized to have one (1) person designated as an escort for their deliveries. To obtain this authorization, place a stamp (electronically added) to the top of either the Contractor or Visitor Badge Request for short term passes or DDSP Security Information for long term passes with the words: “Authorization Request for Construction Delivery Escort”. This stamp should be displayed prominently on the top of the sheet to assure that security personnel do not miss this annotation.

Cameras may be possessed and operated by authorized persons only. To obtain a Camera Pass, the Contractor must provide the following information to the COR:

Camera Pass Request Form (attached) shall be provided to the contractor by the COR.

MATOC contractors shall use the long form and request a camera pass for the duration to the end of the current option year. Indicate on the request form that the contractor will be under contract with us for numerous ongoing projects.

The COR will validate the Contractor’s request information and forward the Camera Pass Request Form to Installation Security. If approved, the COR will notify the Contractor that a Camera Pass can be obtained at the Pass & ID Building. Camera Pass requests shall be kept to a minimum and limited to Prime Contractor personnel only. A Camera

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Pass must be in the possession of the person taking the photographs at all times and presented whenever requested by Government personnel. Failure to maintain or loss of Camera Passes must be reported to COR for action. Installation Security will be notified as necessary by the COR. Personnel found to be in the possession of photographic equipment without the proper documentation will have their equipment confiscated, contents reviewed and returned upon their departure of the Installation or other arrangements will be made.

Only Digital Still Cameras should be used. Cell phones and tablets are NOT authorized under any circumstances for taking photographs.

All images captured on digital cameras must be reviewed by Installation Security prior to removing the Camera from the Installation. Cameras must be brought to the Public Safety Facility, Building 911, on J Avenue at the end of each work day and surrendered to Installation Security Staff for review. Any images found to contain images of unauthorized items or areas will be deleted prior to return to Contractor personnel.

Do not take pictures of Contractor or Government Employee ID Badges, identification signs, certain stored materials (as clarified by the COR), security hardware, fire suppression systems, utilities fixtures, or other areas, facilities, or improvements unless images of such are specifically required by the project.

The Contractor must provide to the Contracting Officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract

All testing equipment, containing a radioactive source, must be operated in accordance with an approved radioactive equipment plan. This plan must be submitted to the Contracting Officer and approved prior to bringing the equipment unto the Installation. A different radioactive equipment plan will be required for each different type of equipment, type of radioactive source, or size of radioactive source. A data sheet of for each piece of new radioactive equipment must be submitted to the Contracting Officer. The data sheet must contain the following information:

Name of equipment.

Name and address of equipment manufacturer.

Type and size of radiation source.

The location of the installed radioactive equipment (i.e. building no., floor, code/shop area).

Regular working hours must consist of an 8-1/2 hour period, between 0700 and 1530, Monday through Friday, excluding Government holidays.

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Work outside regular working hours requires Contracting Officer Representative approval.

Make application 15 working days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours.

During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer Representative. The Contractor shall coordinate its efforts to make all utility cutovers outside normal working hours or on Saturdays, Sundays, to the greatest extent possible to minimize impact to existing operations unless directed otherwise.

The Contractor may be working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer Representative.

The existing buildings and their contents must be kept secure at all times. The Contractor shall provide temporary closures as required to maintain security as directed by the Contracting Officer Representative.

The Contractor shall provide dust covers or protective enclosures to protect existing work that remains and Government material located in the work area during the construction period.

PRODUCTS

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Not Used

EXECUTION

Not Used

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AUTHORIZATION REQUEST FOR CONSTRUCTION DELIVERY ESCORT

This electronic stamp is to be provided Only for Escort Requests. See paragraph 14.1.2.d above.

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AUTHORIZATION REQUEST FOR CONSTRUCTION DELIVERY ESCORT

This electronic stamp is to be provided Only for Escort Requests. See paragraph 14.1.2.d above.

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

02/15

TABLE OF CONTENTS

GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PRODUCTS

2.1 SOFTWARE

EXECUTION

3.1 GENERAL REQUIREMENTS

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings / Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Level of Detail Required

3.3.2 Activity Durations

3.3.3 Procurement Activities

3.3.4 Mandatory Tasks

3.3.5 Government Activities

3.3.6 Standard Activity Coding Dictionary

3.3.7 Contract Milestones and Constraints

3.3.8 Calendars

3.3.9 Open Ended Logic

3.3.10 Default Progress Data Disallowed

3.3.11 Out-of-Sequence Progress

3.3.12 Added and Deleted Activities

3.3.13 Original Durations

3.3.14 Leads, Lags, and Start to Finish Relationships

3.3.15 Retained Logic

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3.3.16 Percent Complete

3.3.17 Remaining Duration

3.3.18 Cost Loading of Closeout Activities

3.3.19 Anticipated Adverse Weather

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Schedule Reports

3.5.3 Network Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Time Extension

3.8.4 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 DIRECTED CHANGES

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SECTION 01 32 01.00 10

PROJECT SCHEDULE

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.

AACE INTERNATIONAL (AACE)

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

1.2 SUBMITTALS

Government approval is required for submittals with a "G" designation; submittals not having a "G" designation are for Contractor Quality Control approval. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G Preliminary Project Schedule; G Initial Project Schedule; G Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2-years experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

The Government intends to use Microsoft Project 2010.

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Scheduling software used by the contractor must be commercially available from the software vendor for purchase with vendor software support agreements available. The software routine used to create the required electronic file must be created and supported by the software manufacturer.

If MS Project 2010 is selected for use, provide the "mpp" export file in a version of Project importable by the Government’s system.

If the contractor chooses software other than MS Project 2010, that is compliant with this specification, provide for the Government's use, two licenses, two computers, and training for two Government employees in the use of the software. These computers will be stand-alone and not connected to Government network. Computers and licenses will be returned at project completion.

EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15, SCHEDULE FOR CONSTRUCTION CONTRACTS. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction design and construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers Designers, Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules. Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.2 BASIS FOR PAYMENT AND COST LOADING

The schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

Activity cost loading must be reasonable and without front-end loading. Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

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Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution. Failure to develop the Project Schedule to an appropriate level of detail will result in its disapproval. The Contracting Officer will consider, but is not limited to, the following characteristics and requirements to determine appropriate level of detail:

Reasonable activity durations are those that allow the progress of ongoing activities to be accurately determined between update periods. Less than 2 percent of all non-procurement activities may have Original Durations (OD) greater than 20 work days or 30 calendar days.

Include activities associated with the critical submittals and their approvals, procurement, fabrication, and delivery of long lead materials, equipment, fabricated assemblies, and supplies. Long lead procurement activities are those with an anticipated procurement sequence of over 90 calendar days.

Include the following activities/tasks, as applicable, in the initial project schedule and all updates.

Submission, review and acceptance of SD-01 Preconstruction Submittals (individual activity for each).

Submission of mechanical/electrical/information systems layout drawings.

Long procurement activities

Submission and approval of O & M manuals.

Submission and approval of as-built drawings.

Submission and approval of DD1354 data and installed equipment lists.

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Submission and approval of testing and air balance (TAB).

Submission of TAB specialist design review report.

Submission and approval of fire protection specialist.

Submission and approval of Building Commissioning Plan, test data, and reports:

Develop the schedule logic associated with testing and commissioning of mechanical systems to a level of detail consistent with the contract commissioning requirements. All tasks associated with all building testing and commissioning will be completed prior to submission of building commissioning report and subsequent contract completion.

Air and water balancing.

Building commissioning - Functional Performance Testing.

Controls testing plan submission.

Controls testing.

Performance Verification testing.

Other systems testing, if required.

Contractor's pre-final inspection.

Correction of punch list from Contractor's pre-final inspection.

Government's pre-final inspection.

Correction of punch list from Government's pre-final inspection.

Final inspection

Show Government and other agency activities that could impact progress. These activities include, but are not limited to: environmental permit approvals by State regulators, inspections, utility tie-in, Government Furnished Equipment (GFE) and Notice to Proceed (NTP) for phasing requirements.

Use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11. This exact structure is mandatory. Develop and assign all Activity Codes to activities as detailed herein. A template SDEF compatible schedule backup file is available on the QCS web site: http://rms.usace.army.mil.

The SDEF format is as follows:

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Section 01 32 01.00 10 – Project Schedule Page 7 of 17

Field Activity Code Length Description

1 WRKP 3 Workers per day

2 RESP 4 Responsible party

3 AREA 4 Area of work

4 MODF 6 Modification Number

5 BIDI 6 Bid Item (CLIN)

6 PHAS 2 Phase of work

7 CATW 1 Category of work

8 FOW 20 Feature of work*

*Some systems require that FEATURE OF WORK values be placed in several activity code fields. The notation shown is for Primavera P6. Refer to the specific software guidelines with respect to the FEATURE OF WORK field requirements.

Assign Workers per Day for all field construction or direct work activities, if directed by the Contracting Officer. Workers per day is based on the average number of workers expected each day to perform a task for the duration of that activity.

Assign responsibility code for all activities to the Prime Contractor, Subcontractor(s) or Government agency(ies) responsible for performing the activity.

Activities coded with a Government Responsibility code include, but are not limited to:

Government approvals, Government design reviews, environmental permit approvals by State regulators, Government Furnished Property/Equipment (GFP) and Notice to Proceed (NTP) for phasing requirements.

Activities cannot have more than one Responsibility Code. Examples of acceptable activity code values are: DOR (for the designer of record); ELEC (for the electrical subcontractor); MECH (for the mechanical subcontractor); and GOVT (for USACE).

Assign Work Area code to activities based upon the work area in which the activity occurs.

Define work areas based on resource constraints or space constraints that would preclude a resource, such as a particular trade or craft work crew from working in more than one work area at a time due to restraints on resources or space. Examples of Work Area Coding

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Section 01 32 01.00 10 – Project Schedule Page 8 of 17 include different areas within a floor of a building, different floors within a building, and different buildings within a complex of buildings. Activities cannot have more than one Work Area Code.

Not all activities are required to be Work Area coded. A lack of Work Area coding indicates the activity is not resource or space constrained.

Assign a Modification Number Code to any activity or sequence of activities added to the schedule as a result of a Contract Modification, when approved by Contracting Officer. Key all Code values to the Government's modification numbering system. An activity can have only one Modification Number Code.

Assign a Bid Item Code to all activities using the Contract Line Item Schedule (CLIN) to which the activity belongs, even when an activity is not cost loaded. An activity can have only one BIDI Code.

Assign Phase of Work Code to all activities. Examples of phase of work are procurement phase, and construction phase. Each activity can have only one Phase of Work code.

Code proposed fast track design and construction phases proposed to allow filtering and organizing the schedule by fast track design and construction packages.

If the contract specifies phasing with separately defined performance periods, identify a Phase Code to allow filtering and organizing the schedule accordingly.

Assign a Category of Work Code to all activities. Category of Work Codes include, but are not limited to permits, construction submittals, construction submittal, procurement, fabrication, weather sensitive installation, non-weather sensitive installation, start-up, and testing activities. Each activity can have no more than one Category of Work Code.

Assign a Feature of Work Code to appropriate activities based on the Definable Feature of Work to which the activity belongs based on the approved QC plan.

Definable Feature of Work is defined in Section 01 45 00.10 20 QUALITY CONTROL FOR MINOR CONSTRUCTION. An activity can have only one Feature of Work Code.

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Section 01 32 01.00 10 – Project Schedule Page 9 of 17

Milestone activities are to be used for significant project events including, but not limited to, project phasing, project start and end activities, or interim completion dates. The use of artificial float constraints such as "zero free float" or "zero total float" are prohibited.

Mandatory constraints that ignore or effect network logic are prohibited. No constrained dates are allowed in the schedule other than those specified herein. Submit additional constraints to the Contracting Officer for approval on a case by case basis.

The first activity in the project schedule must be a start milestone titled "NTP Acknowledged," which must have a "Start On" constraint date equal to the date that the NTP is acknowledged.

The last activity in the schedule must be a finish milestone titled "End Project."

Constrain the project schedule to the Contract Completion Date in such a way that if the schedule calculates an early finish, then the float calculation for "End Project" milestone reflects positive float on the longest path. If the project schedule calculates a late finish, then the "End Project" milestone float calculation reflects negative float on the longest path.

The Government is under no obligation to accelerate Government activities to support a Contractor's early completion.

Constrain contractually specified interim completion dates to show negative float when the calculated late finish date of the last activity in that phase is later than the specified interim completion date.

1. 3.3.8.3.1 Start Phase

Use a start milestone as the first activity for a project phase. Call the start milestone "Start Phase X" where "X" refers to the phase of work.

2. 3.3.8.3.2 End Phase

Use a finish milestone as the last activity for a project phase. Call the finish milestone "End Phase X" where "X" refers to the phase of work.

Schedule activities on a Calendar to which the activity logically belongs. Develop calendars to accommodate any contract defined work period such as a 7-day calendar for Government Acceptance activities, concrete cure times, etc. Develop the default Calendar to match the physical work plan with non-work periods identified including weekends and holidays.

Develop Seasonal Calendar(s) and assign to seasonally affected activities as applicable.

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Section 01 32 01.00 10 – Project Schedule Page 10 of 17

If an activity is weather sensitive it should be assigned to a calendar showing non-work days on a monthly basis, with the non-work days selected at random across the weeks of the calendar, using the anticipated days provided in the contract clause TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Assign non-work days over a seven-day week as weather records are compiled on seven-day weeks, which may cause some of the weather related non-work days to fall on weekends.

Only two open ended activities are allowed: the first activity "NTP Acknowledged" may have no predecessor logic, and the last activity -"End Project" may have no successor logic.

Predecessor open ended logic may be allowed in a time impact analyses upon the Contracting Officer's approval.

Actual Start and Finish dates must not automatically update with default mechanisms included in the scheduling software. Updating of the percent complete and the remaining duration of any activity must be independent functions. Disable program features that calculate one of these parameters from the other. Activity Actual Start (AS) and Actual Finish (AF) dates assigned during the updating process must match those dates provided in the Contractor Quality Control Reports. Failure to document the AS and AF dates in the Daily Quality Control report will result in disapproval of the Contractor's schedule.

Activities that have progressed before all preceding logic has been satisfied (Out-of- Sequence Progress) will be allowed only on a case-by-case basis subject to approval by the Contracting Officer. Propose logic corrections to eliminate out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule. Address out of sequence progress or logic changes in the Narrative Report and in the periodic schedule update meetings.

Do not delete activities from the project schedule or add new activities to the schedule without approval from the Contracting Officer. Activity ID and description changes are considered new activities and cannot be changed without Contracting Officer approval.

Activity Original Durations (OD) must be reasonable to perform the work item. OD changes are prohibited unless justification is provided and approved by the Contracting Officer.

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Section 01 32 01.00 10 – Project Schedule Page 11 of 17

Lags must be reasonable as determined by the Government and not used in place of realistic original durations, must not be in place to artificially absorb float, or to replace proper schedule logic.

Leads (negative lags) are prohibited.

Start to Finish (SF) relationships are prohibited.

Schedule calculations must retain the logic between predecessors and successors ("retained logic" mode) even when the successor activity(s) starts and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor activities when the successor has started and the predecessor logic is not satisfied ("progress override") are not be allowed.

Update the percent complete for each activity started, based on the realistic assessment of earned value. Activities which are complete but for remaining minor punch list work and which do not restrain the initiation of successor activities may be declared 100 percent complete to allow for proper schedule management.

Update the remaining duration for each activity based on the number of estimated work days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under paragraph entitled Percent Complete.

Cost load the "Correction of punch list from Government pre-final inspection" activity(ies) not less than 1 percent of the present contract value. Activity(ies) may be declared 100 percent complete upon the Government's verification of completion and correction of all punch list work identified during Government pre-final inspection(s).

If there is no separate contract line item (CLIN) for as-built drawings, cost load the "Submission and approval of as-built drawings" activity not less than $35,000 or 1 percent of the present contract value, which ever is greater, up to $200,000. Activity will be declared 100 percent complete upon the Government's approval.

Cost load the "Submission and approval of O & M manuals" activity not less than $20,000.

Activity will be declared 100 percent complete upon the Government's approval of all O & M manuals.

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Section 01 32 01.00 10 – Project Schedule Page 12 of 17

Paragraph applicable to contracts with clause entitled TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER. Reflect the number of anticipated adverse weather delays allocated to a weather sensitive activity in the activity's calendar.

An Early Completion Schedule is an Initial Project Schedule (IPS) that indicates all scope of the required contract work will be completed before the contractually required completion date.

No IPS indicating an Early Completion will be accepted without being fully resource-loaded (including crew sizes and manhours) and the Government agreeing that the schedule is reasonable and achievable.

The Government is under no obligation to accelerate work items it is responsible for to ensure that the early completion is met nor is it responsible to modify incremental funding (if applicable) for the project to meet the contractor's accelerated work.

3.4 PROJECT SCHEDULE SUBMISSIONS

Provide the submissions as described below. The data CD/DVD, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS. If the Contractor fails or refuses to furnish the information and schedule updates as set forth herein, then the Contractor will be deemed not to have provided an estimate upon which a progress payment can be made.

Review comments made by the Government on the schedule(s) do not relieve the Contractor from compliance with requirements of the Contract Documents.

Within 15 calendar days after the NTP is acknowledged submit the Preliminary Project Schedule defining the planned operations detailed for the first 90 calendar days for approval.

The approved Preliminary Project Schedule will be used for payment purposes not to exceed 90 calendar days after NTP. Completely cost load the Preliminary Project Schedule to balance the contract award CLINS shown on the Price Schedule. The Preliminary Project Schedule may be summary in nature for the remaining performance period. It must be early start and late finish constrained and logically tied as specified. The Preliminary Project Schedule forms the basis for the Initial Project Schedule specified herein and must include all of the required plan and program preparations, submissions and approvals identified in the contract (for example, Quality Control Plan, Safety Plan, and Environmental Protection Plan). Activity code any activities that are summary in nature after the first 90 calendar days with Bid Item (CLIN) code (BIDI), Responsibility Code (RESP) and Feature of Work code

(FOW).

Submit the Initial Project Schedule for approval no later than the Preconstruction Meeting.

The schedule must demonstrate a reasonable and realistic sequence of activities which

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Section 01 32 01.00 10 – Project Schedule Page 13 of 17 represent all work through the entire contract performance period. Cover in the preliminary construction schedule the entire construction effort with as much detail as is known at the time but, as a minimum, include all construction start and completion milestones, and detailed construction activities, including all activity coding and cost loading. The approved Initial Project Schedule will be used for payment purposes. Completely cost load the Initial Project Schedule to balance the contract award CLINS shown on the Schedule of Values.

No payment will be made for work items not fully detailed in the Project Schedule.

Update the Project Schedule on a regular basis, monthly at a minimum. Provide a draft Periodic Schedule Update for review at the schedule update meetings as prescribed in the paragraph PERIODIC SCHEDULE UPDATE MEETINGS. These updates will enable the Government to assess Contractor's progress.

Update information including Actual Start Dates (AS), Actual Finish Dates (AF), Remaining Durations (RD), and Percent Complete is subject to the approval of the Government at the meeting.

AS and AF dates must match the…