Attachment__1-_FA4418-17-R-0005,_100__Specs_for_FA4418-17-R-0005,_Repair_Various_Sewer_Lift_Stations_dated_August_2.pdf

Repair Sewer Lift Stations

958, 1683, 1684, 3678, T-2

Project Number: DKGV 12-2243

Civil Engineer Electrical Engineer

Joint Base Charleston – Naval Weapons Station

Goose Creek, SC

August 2016

Attachment # 1 FA4418-17-R-0005

Repair Sewer Lift Stations DKGV 12-2243

00 01 10-1

TABLE OF CONTENTS

Section 00 01 10

DIVISION 00 - SPECIAL SECTIONS

00 01 15 List of Drawings

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 14 00 Work Restrictions

01 30 00 Administrative Requirements

01 32 16.00 20 Project Schedule And Progress Documentation

01 33 00 Submittal Procedures

01 35 26 Governmental Safety Requirements

01 42 00 Sources for Reference Publications

01 45 00 Quality Control For Minor Construction

01 50 00 Temporary Construction Facilities and Controls

01 54 00.00 31 Green Procurement

01 57 19.00 31 Temporary Environmental Controls

01 57 20.00 31 Environmental Protection

01 74 19.00 31 Construction and Demolition Waste Management

01 78 00 Closeout Submittals

01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 41 00 Demolition

DIVISION 03 – CONCRETE

03 20 00.00 10 Concrete Reinforcing

03 30 00 Cast-In-Place Concrete

03 40 00.00 10 Plant-Precast Concrete Products for Below Grade

Construction

DIVISION 5 – METALS

05 50 13 Miscellaneous Metal Fabrications

DIVISION 9 - FINISHES

09 06 90 Schedules for Painting and Coating

09 90 00 Paints and Coatings

09 96 00 High-Performance Coatings

DIVISION 22 - PLUMBING

00 01 10-2

22 13 29 Sanitary Sewerage Pumps

DIVISION 26 - ELECTRICAL

26 00 00.00 20 Basic Electrical Materials and Methods

26 05 00.00 40 Common Work Results for Electrical

26 20 00 Interior Distribution System

26 32 13.00 20 Single Operation Generator Sets

26 36 23.00 20 Automatic Transfer Switches

DIVISION 31 – EARTHWORK

31 00 00 Earthwork

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 92 19 Seeding

DIVISION 33 – UTILITIES

33 30 00 Sanitary Sewers

33 34 00 Force Mains and Inverted Siphons; Sewer

DIVISION 46 – WATER AND WASTEWATER EQUIPMENT

46 20 20 Sewage Bar Screen and Mechanical Shredder

REPAIR SEWER LIFT STATIONS DKGV 12-2243

Document 00 01 15

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.

TITLE

GI-001 COVERSHEET

GI-002 VICINITY MAP AND INDEX OF DRAWINGS

GI-003 GENERAL NOTES, SYMBOLS AND LEGENDS

C-101 CIVIL SITE PLAN – LS 958

C-201 CIVIL SITE PLAN – LS 1683

C-301 CIVIL SITE PLAN – LS 1684

C-401 CIVIL SITE PLAN – LS 3678

C-501 CIVIL SITE PLAN – LS T-2

CD-101 DEMOLITION – LS 958

CD-201 DEMOLITION – LS 1683

CD-301 DEMOLITION – LS 1684

CD-401 DEMOLITION – LS 3678

CD-501 DEMOLITION – LS T-2

CS-501 NEW SITE PLAN – LS T-2

CS-502 SITE DETAILS

CS-503 SITE DETAILS

CS-504 EROSION CONTROL DETAILS

CU-101 PROPOSED WORK – LS 958

CU-201 PROPOSED WORK – LS 1683

CU-301 PROPOSED WORK – LS 1684

CU-401 PROPOSED WORK – LS 3678

CU-501 PROPOSED WORK – LS T-2

E-001 ELECTRICAL – GENERAL NOTES

E-101 ELECTRICAL PLAN – LS 958

E-201 ELECTRICAL PLAN – LS 1683

E-301 ELECTRICAL PLAN – LS 1684

E-401 ELECTRICAL PLAN – LS 3678

E-501 ELECTRICAL PLAN – LS T-2

-- End of Document --

Section 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

06/15

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals Utility Outage Requests; G Road Closure

Requests; G Air Force Work Clearance Permit; G Contractor's Proposed

Laydown Area Plan; G

1.2 WORK COVERED BY CONTRACT DOCUMENTS

In the event of conflict or inconsistency between any of the below described portions of the contract, precedence shall be given in the following order:

a. Any portions of the proposal or final design (for design/build contracts) which exceed the requirements of the solicitation.

b. Any portion of the proposal which exceeds the final design.

c. Any portion of the final design which exceeds the proposal.Where portions within either the proposal or the final design conflict, the portion that most exceeds the requirements of the solicitation has precedence.

d. The requirements of the solicitation, in the following descending order of precedence:

(i) Standard Form 1442, Price Schedule, and Davis Bacon wage rates.

(ii) Part 1 - Contract Clauses.

(iii) Part 2 - General Requirements.

(iv) Part 3 - Statement of Work/Project Program Requirements.

(v) Part 6 - Attachments (excluding Concept Drawings).

(vi) Part 5 - Prescriptive Specifications, exclusive of performance specifications.

(vii) Part 4 - Minimum Materials, Engineering and Construction

Requirements, exclusive of prescriptive specifications.

viii) Part 6 - Attachments (including Concept Drawings).

Section 01 11 00 Page 2

1.2.1 Location

The work shall be located on Joint Base Charleston, approximately as indicated. The exact location will be shown by the Contracting Officer.

1.3 OCCUPANCY OF PREMISES

Building(s) may be occupied during performance of work under this Contract.

Before work is started, the Contractor shall arrange with the Contracting

Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.4 PROJECT ENVIRONMENTAL GOALS

Contractor shall distribute copies of the Environmental Goals to each subcontractor and the Contracting Officer. The overall goal for design, construction, and operation is to produce a building that meets the functional program needs and incorporates the principles of sustainability.

Specifically:

a. Preserve and restore the site ecosystem and biodiversity; avoid site degradation and erosion. Minimize offsite environmental impact.

b. Use the minimum amount of energy, water, and materials feasible to meet the design intent. Select energy and water efficient equipment and strategies.

c. Use environmentally preferable products and decrease toxicity level of materials used.

d. Use renewable energy and material resources.

e. Optimize operational performance (through commissioning efforts) in order to ensure energy efficient equipment operates as intended. Consider the durability, maintainability, and flexibility of building systems.

f. Manage construction site and storage of materials to ensure no negative impact on the indoor environmental quality of the building.

g. Reduce construction waste through reuse, recycling, and supplier take-back.

1.5 EXISTING WORK

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

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

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, Section 01 11 00 Page 3 as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.6 ON-SITE PERMITS

Obtain a work clearance/digging permit prior to start of excavation. . The

Contractor is responsible for marking and verifying all utilities. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered 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.

1.6.1 NOTIFICATIONS

Notify the Contracting Officer at least 72 hours prior to starting excavation work.

1.6.2 OUTAGE REQUESTS

Utility outages and road closures required during the prosecution of work shall be arranged for the convenince of the Government. Utility outages and connections shall be scheduled outside regular working hours. Utility outage, and road closure requests shall be submitted to the Contracting

Officer for coordination and Government approval at least 30 days prior to the desired outage or closure date. Requests shall clearly identify the need for the outage or closure, the requested date(s) for the outage or closure, the expected length of the outage or closure and proposed backup dates.

1.7 SALVAGE MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged shall remain the property of the Government.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at a Government designated storage area located on Joint Base

Charleston.

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 disposition by the Contracting Officer.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used. -- End of Section -

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

06/15

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. The following shall be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of contact personnel; G

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

It should be recognized that requirements for security and base access varies between various locations within Joint Base Charleston. It is incumbent on the Contractor to ascertain the current security and base access requirements appropriate to the project location and incorporate the cost, if any, for compliance to said requirements into Contractor's proposal. Lack of knowledge of current requirements does not constitute a basis for an adjustment to the contract. Should requirements change during the construction timeframe, Contractor may be eligible, subject to documentation acceptable to the Government, for an adjustment to the contract.

Ensure that all Contractor personnel employed on Joint Base Charleston become familiar with and obey Installation regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas.

Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.2.1.1 Subcontractors and Personnel Contacts

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

1.2.1.2 Identification Badges and Installation Access

Identification badges, if required, may be furnished without charge underc ertain circumstances. Confirm security requirements with the

Contracting Officer. Application for and use of badges will be as

Section 01 14 00 Page 2 directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS

FORM I-9) form for all personnel requesting badges. This form is available athttp://www.uscis.gov/files/form/I-9_IFR_02-02-09.pdf.

Immediately report instances of lost or stolen badges to the Contracting

Officer.

1.2.1.3 Tobacco Use Policy

Tobacco use is prohibited within and outside of all buildings on installation, except in designated Tobacco Use Areas. This applies to existing buildings, buildings under construction and buildings under renovation. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines.

The Contracting Officer will identify designated Tobacco Use Areas.

1.2.2 Working Hours

Regular working hours must consist of an 8 1/2 hour period established by the Contractor Officer, between 7 a.m. and 3:30 p.m., Monday through

Friday, excluding Government holidays.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar 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.

1.2.4 Occupied Buildings

Do not enter occupied buildings without prior approval of the

Contracting Officer.

Existing buildings and their contents must be kept secure at all times.

Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location upon completion of the work. Leave attached equipment in place, and protect against damage, or temporarily disconnect, relocate, protect, and reinstall at the completion of the work.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures

Section 01 14 00 Page 3 required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, compressed air, and natural gas are considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor must not operate nor disturb the setting of control devices in the station utilities system, including water, sewer, electrical, and steam services without Government notification and approval. The Contractor must notify the Contracting Officer giving reasonable advance notice when such operation is required.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section -

Section 01 30 00 Page 1

SECTION 01 30 00

ADMINISTRATIVE REQUIREMENTS

06/15

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

Progress and completion pictures; G

Resume for Superintendent; G

SD-04 Samples

Color boards; G

1.2 COLOR BOARDS FOR AIR FORCE PROJECTS

Submit three sets of color boards within 90 calendar days after Contract Award for Design/Bid/Build construction contracts and no later than the 95% Design

Submittal for Design/Build contracts. Each set of boards shall include samples of colors and finishes of interior surfaces, such as walls, floors, and ceilings.

The samples shall be presented on 8 by 10-1/2 inches boards (modules) with a maximum spread of 24 by 31-1/2 inches for foldouts. Modules shall be designed to fit in a standard loose-leaf, three-ring binder. Where special finishes such as architectural concrete, carpet, or prefinished textured metal panels are required, samples not less than 12 inches square shall be submitted with the board. If more space is needed, more than one board per set may be submitted.

The Contractor shall certify that he has reviewed the color samples in detail and that the color samples are in strict accordance with contract drawings and specifications, except as may be otherwise explicitly stated. Submittal of color samples shall not relieve the Contractor of the responsibility to submit samples required elsewhere herein.

1.3 VIEW LOCATION MAP

Submit to the Contracting Officer, 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 5 Mega Pixel 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

Section 01 30 00 Page 2 from points located by the Contracting Officer. Submit a view location sketch indicating points of view. Submit with the monthly invoice two sets of digital photographs each set on a separate CD-R, cumulative of all photos to date. Indicate photographs demonstrating environmental procedures. Photographs for each month shall be in a separate monthly directory and each file shall be named to indicate its location on the view location sketch. The view location sketch shall also be provided on the CD as digital file. All file names shall include a date designator.

Cross reference submittals in the appropriate daily report. Photographs shall be provided for unrestricted use by the Government.

1.5 MINIMUM INSURANCE REQUIREMENTS

Procure and maintain during the entire period of performance under this contract the following minimum insurance coverage:

a. Comprehensive general liability: $500,000 per occurrence

b. Automobile liability: $200,000 per person, $500,000 per occurrence for bodily injury, $20,000 per occurrence for property damage

c. Workmen's compensation as required by Federal and State workers' compensation and occupational disease laws.

d. Employer's liability coverage of $100,000, except in States where workers compensation may not be written by private carriers,

e. Others as required by State law.

1.6 CONTRACTOR SPECIAL REQUIREMENTS - NOT USED

1.7 SUPERVISION

Have at least one qualified supervisor capable of reading, writing, and conversing fluently in the English language on the job site during working hours. In addition, if a Quality Control (QC) representative is required on the contract, then that individual shall also have fluent English communication skills.

1.7.1 SUPERINTENDENT

Superintendent must have a minimum of 5 years experience as a project manager, project engineer, superintendent, or quality control manager on projects similar in size, scope and complexity to this project. 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 ensure timely completion. Furthermore, the Contracting Officer may issue an order stopping work on all or part of the work until satisfactory corrective action has been taken. No part of the time lost due to such stop work orders shall be made the subject of a claim for extension of time for excess costs or damages by the contractor.

Approval of the project superintendent is required prior to the start of construction. Provide a resume for the proposed superintendent describing their experience with references and qualifications to the contracting officer for approval. The contracting officer reserves the right to interview the proposed project superintendent at any time in order to verify the submitted qualifications.

1.8 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 understanding

Section 01 30 00 Page 3 relative to the administration of the contract and safety program, preparation of the schedule of prices, 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 shall also attend.

1.9 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

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 partnering meetings.

1.9.1 Informal Partnering

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

The Initial Partnering session will be a part of the Preconstruction Meeting.

Partnering sessions will be held at a location agreed to by the Contracting

Officer and the Contractor.

1.10 AVAILABILITY OF CADD DRAWING FILES

After award and upon request, the electronic "Computer-Aided Drafting and Design

(CADD)" drawing files will only be made available to the Contractor for use in preparation of construction drawings and data related to the referenced contract subject to the following terms and conditions.

Data contained on these electronic files shall not be used for any purpose other than as a convenience in the preparation of construction drawings and data for the referenced project. Any other use or reuse shall be at the sole risk of the

Contractor and without liability or legal exposure to the Government. The

Contractor shall make no claim and waives to the fullest extent permitted by law, any claim or cause of action of any nature against the Government, its agents or sub consultants that may arise out of or in connection with the use of these electronic files. The Contractor shall, to the fullest extent permitted by law, indemnify and hold the Government harmless against all damages, liabilities or costs, including reasonable attorney's fees and defense costs, arising out of or resulting from the use of these electronic files.

These electronic CADD drawing files are not construction documents. Differences may exist between the CADD files and the corresponding construction documents.

The Government makes no representation regarding the accuracy or completeness of the electronic CADD files, nor does it make representation to the compatibility of these files with the Contractors hardware or software. In the event that a conflict arises between signed and sealed construction documents prepared by the

Government and the furnished CADD files, the signed and sealed construction documents shall govern. The Contractor is responsible for determining if any conflict exists. Use of these CADD files does not relieve the Contractor of duty to fully comply with the contract documents, including and without limitation, the need to check, confirm and coordinate the work of all contractors for the project.

Section 01 30 00 Page 4

If the Contractor uses, duplicates and/or modifies these electronic CADD files for use in producing construction drawings and data related to this contract, all previous indicia of ownership (seals, logos, signatures, initials and dates) shall be removed.

1.11 ELECTRONIC MAIL (E-MAIL) ADDRESS

The Contractor shall establish and maintain electronic mail (e-mail)capability along with the capability to open various electronic attachments in Microsoft, Adobe Acrobat, and other similar formats. Within 10 days after contract award, the Contractor shall 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, terrorist threats, etc.

Multiple email address will not be 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). The Contractor shall promptly notify the Contracting

Officer, in writing, of any changes to this email address.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

-- End of Section -

Section 01 32 16 00.20 Page 1

SECTION 01 32 16.00 20

PROJECT SCHEDULE AND PROGRESS DOCUMENTATION

11/09

PART 1 GENERAL

Pursuant to Contract Clause "FAR 52.236-15, Schedules for Construction

Contracts," a Project Schedule as described below shall be prepared. Scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel actively participate in the development of the project schedule. Contractor management personnel shall coordinate closely with

Contracting Officer/[BLDG. MANAGER-POCs]/CEMNP in the maintenance of the schedule. Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate schedule. The approved schedule shall be used to measure the progress of work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office tha twill review the submittal for the Government. Submit the following in accordance with Section 01 33 00

SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Qualifications; G

Baseline Project schedule; G, 628 CES/CENMP

Initial Contract Progress Report (AF IMT 3065); G, 628 CES/CENM

Initial Contract Progress Schedule (AF IMT 3064); G, 628 CES/CENM

SD-07 Certificates

Monthly Project Schedule Update; G, 628 CES/CENMP

Monthly Contract Progress Report (AF IMT 3065); G

Monthly Contract Progress Schedule (AF IMT 3064); G

1.2 QUALIFICATIONS

The Contractor shall designate an authorized representative responsible for preparing and maintaining the project schedule for this contract. This individual shall have prepared and maintained at least 3 previous schedules of similar size, scope and complexity to this contract. A resume outlining the individual's qualifications shall be submitted for acceptance by the Contracting

Officer.

Section 01 32 16 00.20 Page 2

1.3 PROJECT SCHEDULE

1.3.1 Basis for Payment

The Project Schedule shall be the basis for measuring Contractor progress. Lack of an approved updated project schedule may result in an inability of the Contracting

Officer to evaluate the Contractor's progress for the purposes of payment. The

Baseline Project Schedule shall be submitted for approval within 30 calendar days after the Notice to Proceed (NTP) has been acknowledged. Acceptance of an error free current Project Schedule is a condition precedent to processing any

Contractor's pay request except bond payments. In the cases where Project Schedule revisions have been directed by the Contracting Officer and those revisions have not been included in the Project Schedule, the Contracting Officer may hold retainage up to the maximum amount allowed by the contract, each payment period, until the revisions have been made.

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

Documents. The Contractor is responsible for scheduling, sequencing and prosecuting work to comply with the requirements of the Contract Documents.

Government acceptance extends only to the activities of the Contractor’s schedule that the Government has been assigned responsibility and agrees it is responsible.

Comments offered on other parts of the schedule, to which the Contractor is assigned responsibility, are offered as a courtesy and are not conditions of

Government acceptance; but are for the general conformance with established industry scheduling concepts.

1.3.2 Schedule Format

1.3.2.1 Use of the Critical Path Method

The Contractor shall use the critical path method (CPM) and the Precedence

Diagram Method (PDM) to schedule and control project activities.

1.3.2.2 Scheduling Software

Project schedules shall be prepared and maintained using a commercially available scheduling software program capable of providing all requirements of this specification. Manual methods used to produce any required information shall require prior approval by the Contracting Officer.

1.3.2.3 Level of Detail Required

The Project Schedule shall include an appropriate level of detail to appropriately reflect the complexity of work and to clearly show all construction activities planned for the project as well as all other activities which could impact project completion if delayed, including but not limited to; submittals, government review periods, environmental permitting, material/equipment delivery, utility outages, anticipated weather delays, inspection, testing, and closeout activities. Government and Contractor on-site work activities shall be driven by calendars that reflect Saturdays, Sundays and all Federal Holidays as non-work days. Activities on the critical path shall be clearly indicated. Separate activities shall be created for each Phase, Area, Floor Level and Location the activity is occurring. On-site construction activities with anticipated durations in excess of 20 working days shall be broken into multiple activities.

Section 01 32 16 00.20 Page 3

Tasks related to procurement of long lead materials or equipment (procurement cycles of over 90 days) shall be included as separate activities.

At a minimum, each activity shall include the following information:

a. Activity ID

b. Activity Description

c. Original Duration in Work Days

d. Early Start Date

e. Early Finish Date

f. Late Start Date

g. Late Finish Date

h. Total Float

i. Bid Item

j. Percent Complete

All activities shall be identified in the Project Schedule by the Bid

Item to which the activity belongs. An activity shall not contain work in more than one bid item.

k. Feature of Work

All activities shall be identified in the Project Schedule according to the Contractor designated Definable Feature of Work to which the activity belongs. An activity shall not contain work in more than one feature of work.

l. Responsibility

All activities shall be identified in the Project Schedule according to the party responsible for accomplishing the work encompassed by the activity. Responsibility includes, but is not limited to, the subcontracting firm, contractor work force, or government agency performing a given task. Activities shall not be assigned to more than one responsible party in the Project Schedule.

Project Start Date Milestone: The Contractor shall include as the first activity on the schedule a start milestone titled "Contract Award", which shall have a

Mandatory Start constraint equal to the Contract Award Date.

Projected Completion Milestone: The Contractor shall include an unconstrained finish milestone on the schedule titled "Projected Completion", indicating the point in time at which the project is complete and ready for its intended use.

This milestone shall have the Contract Completion Date (CCD) as its only successor.

Contract Completion Date (CCD) Milestone: The Contractor shall include as the last activity on the schedule a finish milestone titled "Contract Completion (CCD)", which shall have a Mandatory Finish constraint equal to the Contract Completion

Date. The only predecessor to the Contract Completion Date Milestone shall be the

Projected Completion milestone.

With the exception of the Contract Award and Contract Completion Date

(CCD)milestone activities, no activity shall be open-ended; each activity shall

Section 01 32 16 00.20 Page 4 have predecessor and successor ties. Once an activity exists on the approved schedule, it shall not be deleted or renamed to change the scope ofthe activity, nor shall it be removed from the schedule logic without approval from the

Contracting Officer.

Date/time constraint(s) and/or lags, other than those required by the contract, shall not be allowed unless accepted by the Contracting Officer.

1.3.2.4 Submittals and Procedures

Submit project schedule and updates in hard copy and on electronic media acceptable to the Contracting Officer. Submittals shall be understood to be the Contractor's certification that the submitted schedule meets all requirements of the Contract documents, represents the Contractor's plan on how the work shall be accomplished, and accurately reflects the work that has been accomplished and how it was sequenced (as-built logic).

Actual start and Finish dates shall not be automatically updated by default mechanisms that may be included in the CPM scheduling software system. Actual

Start and Finish dates shall match those dates from the Contractor Quality Control

Reports. Updating of the percent complete and the remaining duration of any activity shall be independent functions. Program features which calculate one of these parameters from the other shall be disabled.

1.3.3 PROJECT SCHEDULE UPDATES

The Project Schedule shall be kept current, reflecting actual activity progress and plan for completing the remaining work. Contractor and Government representatives shall meet at monthly intervals to review and agree on the information presented in the updated project schedule. Updated Project Schedules shall also be submitted for Government approval in conjunction with any Contractor requests for additional time. Submit copies of purchase orders and confirmation of delivery dates as directed by the Contracting Officer.

1.3.3.1 Narrative Report

Each updated project schedule shall be accompanied by a narrative report identifying and justifying;

a. progress made in each area of the project

b. the current Critical Path

c. date/time constraint(s), other than those required by the contract

d. changes in the following;

i. added or deleted activities

ii. original and remaining durations for activities which have not started

iii. logic

iv. milestones

v. planned sequence of operations

vi. critical path

e. pending items and status thereof, including permits, changes orders, and time extensions;

f. status of Contract Completion Date and interim milestones;

g. current and anticipated delays (describe cause of delay and corrective actions)

h. description of current and future schedule problem areas.

Section 01 32 16 00.20 Page 5

Each entry in the narrative report will cite the respective Activity ID and Activity description, the date and reason for the change, and description of the change.

1.4 PROGRESS DOCUMENTATION

1.4.1 Contract Progress Reports

Prior to commencement of work, submit the Initial Contract Progress Report(AF

IMT 3065). The number of line items on the Contract Progress Schedule shall appropriately reflect the complexity of the work, phasing requirement sand other project constraints. At a minimum, the Contract Progress Report shall include a line item for each Definable Feature of Work identified in the approved Quality

Control Plan. Once the Initial Contract Progress Report has been approved by the

Contracting Officer, submit updated Monthly Contract Progress Reports (AF IMT

3065) for Government approval for the duration of the contract.

1.4.2 Contract Progress Schedules

Prior to commencement of work, submit the Initial Contract Progress Schedule(AF

IMT 3064). Work elements shall be identical to the elements listed on the Contract

Progress Report (AF IMT 3065) and the overall progress schedule shall reflect the more detailed Project Schedule. Once the Initial Contract Progress Schedule has been approved by the Contracting Officer, submit updated Monthly Contract

Progress Schedules (AF IMT 3064) for Government approval for the duration of the contract.

1.4.3 3-WEEK LOOK AHEAD SCHEDULE

The Contractor shall prepare and issue a 3-Week Look Ahead schedule to provide a more detailed day-to-day plan of upcoming work identified on the Project

Schedule. The work plans shall cover the planned work for the current and following two-week period and shall include upcoming outages, closures, preparatory meetings, and initial meetings. Identify critical path activities on the Three-Week Look Ahead Schedule. Three hard copies and one electronic file of the 3-Week Look Ahead Schedule shall be delivered to the Contracting

Officer no later than 9 a.m. each Monday and reviewed during the CQC Coordination

Meetings.

1.5 CORRESPONDENCE AND TEST REPORTS:

All correspondence (e.g., letters, Requests for Information (RFIs), e-mails, meeting minute items, Production and QC Daily Reports, material delivery tickets, photographs, etc.) shall reference Schedule activities that are being addressed.

All test reports (e.g., concrete, soil compaction, weld, pressure, etc.) shall reference schedule activities that are being addressed.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

3.1 OWNERSHIP OF FLOAT

Float available in the schedule, at any time, shall not be considered for the exclusive use of either the Government or the Contractor.

Section 01 32 16 00.20 Page 6

3.2 CONTRACT MODIFICATION

Submit a Time Impact Analysis (TIA) with each cost and time proposal for a proposed change clearly illustrating the influence of each change or delay on the Contract Completion Date (CCD) or milestones. TIAs shall be in both narrative and schedule form demonstrating the delay impact. The TIA shall identify the predecessors to new activities and demonstrate impacts to successor activities.

The TIA shall show all activity progress as of the date of the proposal. If the impact to the schedule occurs prior to the proposal submission, the TIA schedule shall be updated to show all activity progress as of the time of the impact.

If the proposed change does not impact the CCD, a TIA shall not be required.

-- End of Section --

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C ar e sh ou ld b e ta ke n to p la n th e w or k in s uc h m an ne r t ha t i t c an b e ac co m pl is he d as s ta te d in th is s ch ed ul e.

I f, fo r a ny re as on , i t b ec om es k no w n th at a ny p ar t o f t he p ro gr es s un de r t hi s co nt ra ct w ill b e de la ye d, th is fa ct s ho ul d be re po rte d to th e co nt ra ct in g of fic er im m ed ia te ly

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OMB NO. 0704-0188CONTRACT PROGRESS REPORT

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (OMB No. 9000-0058), 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302. Respondents should be aware that notwithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO : SAF/AQCO, 1060 Air Force Pentagon, Washington DC 20330-1060.

CONTRACTOR ADDRESS

REPORT NO. PERIOD COVERED

FROM:

PROJECT NO. CONTRACT NO. COMPLETION DATE

TO:

LINE

NO.

% OF

TOTAL JOB

% COMPLETED

THIS PERIOD

% COMPLETED

CUMULATIVE

WORK ELEMENT

TOTAL

REMARKS

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor has satisfactorily completed the indicated percentage of the contract per contract specifications.

SUBMITTED BY OR FOR

CONTRACTOR BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE SIGNATURE DATE

AF IMT 3065, 19960401, V1 PREVIOUS EDITION IS OBSOLETE.

Click to sign

Click to sign

Section 01 33 00 Page 1

SECTION 01 33 00

SUBMITTAL PROCEDURES

05/11

1.1 DEFINITIONS

1.1.1 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections. Submittals are identified by Submittal Description (SD) numbers and titles as follows:

SD-01 Preconstruction Submittals –

Submittals which are required prior to issuance of contract notice to proceed.

Certificates of insurance

Surety bonds

List of proposed Subcontractors

List of proposed products

Construction progress schedule

Network Analysis Schedule (NAS)

Submittal register

Schedule of prices or Earned Value Report

Health and safety plan

Work plan

Quality Control(QC) plan

Environmental protection plan

SD-02 Shop Drawings

Drawings, diagrams and schedules specifically prepared to illustrate some portion of the work.

Diagrams and instructions from a manufacturer or fabricator for use in producing the product and as aids to the Contractor for integrating the product or system into the project.

Drawings prepared by or for the Contractor to show how multiple systems and interdisciplinary work will be coordinated.

SD-03 Product Data

Section 01 33 00 Page 2

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-…