09B0026-Specs-AM1.pdf

Amendment No. 0001 Invitation for Bids

W912BU-09-B-0026

14. DESCRIPTION OF AMENDMENT (continued)

a. VOLUME 1 OF 2:

(1) Section 00815 WAGE RATES: Please delete this section in its entirety and substitute the revised section, annotated Amendment No. 0001, attached hereto.

(2) Project Table of Contents: Please delete page 1 in its entirety and replace it with the revised page of the same number, annotated Amendment No.

0001, attached hereto.

(3) Sections 01 11 00 SUMMARY OF WORK, 01 32 01 PROJECT SCHEDULE, 01 50 02

TEMPORARY CONSTRUCTION FACILITIES, 01 57 13 TEMPORARY EROSION AND SEDIMENT

CONTROL, 04 20 00 MASONRY, 07 42 13 METAL WALL PANELS, 07 61 13 STRUCTURAL

STANDING SEAM METAL ROOF, 08 71 00 DOOR HARDWARE, 09 22 00 METAL SUPPORT

ASSEMBLIES, 09 51 00 ACOUSTICAL CEILINGS, 09 68 00 CARPET, and 10 22 26 FOLDING PANEL PARTITIONS: Please delete these sections in their entirety and substitute the revised sections, annotated Amendment No. 0001, attached hereto.

(4) Section 01 33 00 SUBMITTAL PROCEDURES: Please delete the submittal register in its entirety and replace it with the revised submittal register, annotated Amendment No. 0001, attached hereto.

(5) Section 01 57 13 TEMPORARY EROSION AND SEDIMENT CONTROL: Please delete this section in its entirety. This information is provided in Section 01 57 23

STORMWATER POLLUTION PREVENTION MEASURES.

b. DRAWINGS:

(a) Please delete the following drawings in their entirety and substitute the revised drawings of the same numbers, with the latest revision date of 12 June 2009, attached hereto:

C1.0 C1.1 C1.3A C1.3B C1.4A C1.4B C1.5A C1.5B C1.7 C1.9 C2.1 C5.1 L1.1 L1.2 A2.1 A2.M.1 A2.R A3.1.1

A3.1.2 A3.2.1 A3.2.2 A3.2.3 A3.3.1 A3.3.2 A3.3.3 A3.4.1 A3.4.2 A3.4.3 A3.4.4 A3.4.5 A4.1 A4.2.1 A4.2.2 A4.2.3 A4.3 A4.4

A5.1 A5.3 A6.1 S0.1 S2.1 S2.2 S2.3 S2.4 S3.1 S3.2 S4.1 S4.2 S5.1 S5.2

HG.1

H2D.1 H2D.2 H4.1

H5.1 H6.2 H7.1 H7.2 H7.3

PG.1

P2.1 P2.2 P4.1 P5.1 E0.1

EC.1

E2L.1 E2L.2 E3T.1 E4.1 E4.2 E5.2

Invitation for Bids

14. DESCRIPTION OF AMENDMENT (continued)

c. Please indicate receipt of this amendment on Standard Form 1442 (SOLICITATION, OFFER, AND AWARD) as Amendment No. 0001. Failure to acknowledge all amendments may be cause for rejection of the bid.

THIS PAGE HAS BEEN LEFT INTENTIONALLY BLANK

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General Decision Number: DE080005 06/12/2009 DE5

Superseded General Decision Number: DE20070012

State: Delaware

Construction Type: Building

County: Kent County in Delaware.

Modification Number Publication Date 0 02/08/2008 1 04/11/2008 2 06/20/2008 3 07/04/2008 4 07/18/2008 5 08/08/2008 6 10/24/2008 7 01/02/2009 8 03/20/2009 9 04/03/2009 10 05/01/2009 11 06/05/2009 12 06/12/2009

ASBE0042-001 07/14/2008

Rates Fringes

Asbestos Worker/Heat and Frost Insulator..................$ 29.57 16.81

BRDE0001-002 05/01/2009

Rates Fringes

TILE FINISHER....................$ 20.87 13.30

TILE SETTER......................$ 27.13 15.93

BRDE0001-003 05/01/2009

Rates Fringes

BRICKLAYER.......................$ 27.50 15.93

CARP0454-005 07/01/2007

Rates Fringes

PILEDRIVERMAN....................$ 35.60 23.61+A

Footnote: PAID HOLIDAYS: Washington's Birthday, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, and Christmas Day (provided the employee works the day before the holiday and the day after the holiday).

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CARP0626-001 05/01/2007

Rates Fringes

CARPENTER

Including Acoustical Ceiling Install, and Drywall Hanging.............$ 28.82 15.09 Scaffold....................$ 29.57 15.09

CARP1545-001 05/01/2007

Rates Fringes

MILLWRIGHT.......................$ 31.07 22.13

CARP1823-006 05/01/2008

Rates Fringes

Soft Floor Layers, Carpet and Vinyl............................$ 26.11 15.38

ELEC0313-001 12/01/2007

Rates Fringes

ELECTRICIAN......................$ 33.92 19.85

ENGI0542-018 05/01/2009

Rates Fringes

Operating Engineers:

Backhoes, Bulldozers, Cranes, Graders, Loaders, and Scrapers................$ 34.54 $18.77+A Roller......................$ 32.36 $18.17+A

FOOTNOTE: A. PAID HOLIDAYS: New Year's Day, Memorial Day, Independence Day, Labor Day, Thanksgiving Day, Christmas Day, and Election Day (provided the employee works the scheduled work day following the holiday)

IRON0451-001 07/01/2008

Rates Fringes

IRONWORKER

Ornamental, Reinforcing Rigger and Structural.......$ 29.60 23.40

LABO0199-001 05/01/2008

Rates Fringes

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Laborers:

Brick Mason Tender, Cement/Concrete (Incl.

Mason Tending) and Power Tool Operator...............$ 22.00 12.60 Common/Unskilled............$ 21.75 12.60

PAIN0021-017 05/01/2008

Rates Fringes

GLAZIER..........................$ 35.25 19.75

PAIN0021-020 05/01/2008

Rates Fringes

Painters:

Brush and Roller............$ 24.34 12.87

PAIN0021-033 05/01/2008

Rates Fringes

Drywall Finisher/Taper...........$ 24.34 12.87

PLAS0008-004 05/01/2008

Rates Fringes

PLASTERER........................$ 32.90 20.60

* PLAS0592-033 05/01/2009

Rates Fringes

CEMENT MASON/CONCRETE FINISHER...$ 29.88 12.74

ROOF0030-022 05/01/2009

Rates Fringes

ROOFER, Including Waterproofing....................$ 30.00 22.70

SFDE0669-001 04/01/2009

Rates Fringes

SPRINKLER FITTER.................$ 32.25 16.80

SHEE0019-003 07/01/2008

Rates Fringes

Sheet Metal Worker (HVAC Duct

00815-4

Only)............................$ 31.86 29.63+A

FOOTNOTE A: PAID HOLIDAY: Election Day.

SUDE2007-001 08/16/2007

Rates Fringes

ABATEMENT WORKER:

ASBESTOS(Removal from Floors, Ceilings, Walls).................$ 18.68 6.89

OPERATOR: Forklift..............$ 31.28 6.70

PAINTER: Spray Only.............$ 21.43 8.08

PIPEFITTER, Including HVAC Pipe.............................$ 24.43 15.32

PLUMBER, Excluding HVAC Pipe.....$ 25.90 6.81

SHEETMETAL WORKER, Excluding HVAC Duct Installation...........$ 26.30 17.94

WELDERS - Receive rate prescribed for craft performing operation to which welding is incidental.

Unlisted classifications needed for work not included within the scope of the classifications listed may be added after award only as provided in the labor standards contract clauses (29 CFR 5.5(a)(1)(ii)).

In the listing above, the "SU" designation means that rates listed under the identifier do not reflect collectively bargained wage and fringe benefit rates. Other designations indicate unions whose rates have been determined to be prevailing.

WAGE DETERMINATION APPEALS PROCESS

1.) Has there been an initial decision in he matter? This can be:

* an existing published wage determination

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* a survey underlying a wage determination

* a Wage and Hour Division letter setting forth a position on a wage determination matter

* a conformance (additional classification and rate) ruling

On survey related matters, initial contact, including requests for summaries of surveys, should be with the Wage and Hour Regional Office for the area in which the survey was conducted because those Regional Offices have responsibility for the Davis-Bacon survey program. If the response from this initial contact is not satisfactory, then the process described in 2.) and 3.) should be followed.

With regard to any other matter not yet ripe for the formal process described here, initial contact should be with the Branch of Construction Wage Determinations. Write to:

Branch of Construction Wage Determinations Wage and Hour Division U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

2.) If the answer to the question in 1.) is yes, then an interested party (those affected by the action) can request review and reconsideration from the Wage and Hour Administrator (See 29 CFR Part 1.8 and 29 CFR Part 7).

Write to:

Wage and Hour Administrator U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

The request should be accompanied by a full statement of the interested party's position and by any information (wage payment data, project description, area practice material, etc.) that the requestor considers relevant to the issue.

3.) If the decision of the Administrator is not favorable, an interested party may appeal directly to the Administrative Review Board (formerly the Wage Appeals Board). Write to:

00815-6

Administrative Review Board U.S. Department of Labor 200 Constitution Avenue, N.W.

Washington, DC 20210

4.) All decisions by the Administrative Review Board are final.

END OF GENERAL DECISION

IFB W912BU-09-B-0026

PROJECT TABLE OF CONTENTS

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 30 00 ADMINISTRATIVE REQUIREMENTS

01 32 01 PROJECT SCHEDULE

01 32 33 CONSTRUCTION PHOTOGRAPHY

01 33 00 SUBMITTAL PROCEDURES

01 35 13 SPECIAL PROJECT PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 CONSTRUCTION QUALITY CONTROL

01 45 02 QUALITY CONTROL SYSTEM (QCS)

01 45 35 SPECIAL INSPECTION FOR SEISMIC-RESISTING SYSTEMS

01 50 02 TEMPORARY CONSTRUCTION FACILITIES

01 57 13 *** SECTION DELETED ***

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 STORM WATER POLLUTION PREVENTION MEASURES

01 58 00 PROJECT AND SAFETY SIGNS

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 02 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 91 00 COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS

02 83 13 LEAD IN CONSTRUCTION

02 84 16 HANDLING OF LIGHTING BALLASTS AND LAMPS CONTAINING PCBs

AND MERCURY

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 33 00 CAST-IN-PLACE ARCHITECTURAL CONCRETE

DIVISION 04 - MASONRY

04 20 00 MASONRY

DIVISION 05 - METALS

05 05 23 ULTRASONIC INSPECTION OF WELDMENTS

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOISTS

05 30 00 STEEL DECKS

05 40 00 COLD-FORMED METAL FRAMING

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

PROJECT TABLE OF CONTENTS Page 1

06 20 00 FINISH CARPENTRY

06 61 16 SOLID POLYMER (SOLID SURFACING) FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 11 16 AIR AND VAPOR BARRIER

07 21 13 BOARD AND BLOCK INSULATION

07 21 16 MINERAL FIBER BLANKET INSULATION

07 22 00 ROOF AND DECK INSULATION

07 24 00 EXTERIOR INSULATION AND FINISH SYSTEMS

07 42 13 METAL WALL PANELS

07 60 00 FLASHING AND SHEET METAL

07 61 13 STRUCTURAL STANDING SEAM METAL ROOF (SSSMR) SYSTEM

07 84 00 FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 11 16 ALUMINUM DOORS AND FRAMES

08 14 00 WOOD DOORS

08 33 13 METAL ROLLING COUNTER DOORS

08 33 23 OVERHEAD COILING DOORS

08 44 00 GLAZED CURTAIN WALL

08 51 14 TRANSLUCENT PANEL WINDOWS

08 71 00 DOOR HARDWARE

08 81 00 GLAZING

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 06 90 COLOR SCHEDULE

09 22 00 METAL SUPPORT ASSEMBLIES

09 29 00 GYPSUM BOARD

09 30 00 CERAMIC TILE

09 51 00 ACOUSTICAL CEILINGS

09 65 00 RESILIENT FLOORING

09 68 00 CARPET

09 90 00 PAINTS AND COATINGS

DIVISION 10 - SPECIALTIES

10 14 02 INTERIOR SIGNAGE

10 21 13 TOILET COMPARTMENTS

10 22 26 FOLDING PANEL PARTITIONS

10 28 13 TOILET ACCESSORIES

10 44 16 FIRE EXTINGUISHERS

DIVISION 12 - FURNISHINGS

12 20 00 WINDOW TREATMENT

12 48 13 WALK OFF MATS

DIVISION 21 - 33: SEE VOLUME 2

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 SCOPE

This section presents a general description of the work to be accomplished under this contract.

1.2 DESCRIPTION OF CONTRACT WORK

1.2.1 Base Bid Work

The Base Bid work for a new Air Crew Life Support (ACLS)facility; including removal of security fencing, existing parking lot(area under ACLS Bldg) and provision of new steel frame low bay structure with reinforced concrete foundation and floor slab, stone column installation for ground improvement, earthwork, excavation and filling, masonry walls/finish system, sloped metal roof, fire protection and detection systems, communications, utilities, pavements, site improvements, and all necessary support. Includes antiterrorism force protection requirements identified in DoD Unified Facilities Criteria. No construction activities on the sanitary sewer collection and local transmission system shall be performed by the contractor until the necessary permits have been obtained by the contractor and submitted to the Contracting Officer for approval.

Additional information for Kent County Sewer Impact fees/permits is in Section 33 30 00 SANITARY SEWERS.

1.2.2 Option 1 - Parking Lot

Option 1 work for final parking lot, includes the removal of the existing asphalt pavement but leaving the underlying concrete taxiway. Grade and construct a parking lot for 71 cars with curb and gutter, storm drainage, stall markings and lighting. Building 505 currently exists in the same location as the work of this option. The Government intends to demolish this building under a separate contract. The Government may award this option if the demolition of Building 505 is complete within the time specified in SC-1 of Section 00800 Special Clauses for the award of this option.

1.2.3 Option 2 - Cooncrete Sidewalk

Option 2 work includes the provision of approximately 240 linear feet of new 6 feet concrete sidewalk along service drive east of building from new parking lot to handicapped ramp shown as Item 16 on Drawing C1.5B.

1.2.4 Option 3 - Canopy

Option 3 work includes the canopy roof, snow guards, lighting, finishes, downspouts, splashblocks, metal stud framing and structure, including footings and columns. If this bid is not awarded, the existing roof and gutter system will run continuously without interruption. If this bid is used, the roof of the canopy will be incorporated into the main roof as indicated on the roof plan.

SECTION 01 11 00 Page 1

1.2.5 Option 4 - Demolition of Ramp and Leveler

Option 4 work includes the demolition of ramp and leveler shown as Item 5 on drawings C1.4A and C1.4B. Plans of existing ramp and levelers are shown on Drawing C5.3.

1.2.6 Option 5 - Demolition of Bldg 707 and 708

Option 5 work includes demolition of Buildings 707 and 708, including, but not limited to, removal of debris, fill excavation, regrade, and seed and mulch, as shown on Drawing C1.9. The work included in this option will not be permitted to commence until 30 calendar days after the beneficial occupancy date of the new Aircrew Life Support Facility.

1.2.6.1 ACM Removal

The demolition of Bldgs 707 and 708 includes removal of materials coated with asbestos containing waterproofing material, as specified in Section 02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS. A survey report is included in Section 00870 HAZARDOUS MATERIAL REPORT.

1.2.6.2 Asbestos Pipe Insulation and Pipe Wrap Removal

The demolition of Bldgs 707 and 708 includes the removal of asbestos pipe insulation for high temperature hot water lines as as specified in Section 02 82 16 ENGINEERING CONTROL OF ASBESTOS CONTAINING MATERIALS. A survey report is included in Section 00870 HAZARDOUS MATERIAL REPORT.

1.2.7 Option 6 - Landscaping

Option 6 work includes landscaping at front of building as shown on drawings L1.1 and L1.2.

1.3 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, 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.

1.4 LOCATION OF UNDERGROUND UTILITIES

Obtain digging permits prior to start of excavation (see Section 00891 WORK CLEARANCE REQUEST). For requirements associated with interruption of utilities, see Section 00800, Special Clause entitled "PHYSICAL DATA."

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, or paved surface where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground obstruction not indicated to be specified 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

SECTION 01 11 00 Page 2 nearest manhole or other structure at which an adjustment in grade can be made.

1.4.1 Notification Prior to Excavation

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

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 3

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) 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.][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

Project Schedule; G, COR.

1.3 QUALIFICATIONS

The Contractor shall designate an authorized representative who shall be responsible for the preparation of all required project schedule reports.

PART 2 PRODUCTS (Not Applicable)

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Pursuant to the Contract Clause, SCHEDULE FOR CONSTRUCTION CONTRACTS, a Project Schedule as described below shall be prepared. The scheduling of construction shall be the responsibility of the Contractor. Contractor management personnel shall actively participate in its development.

Subcontractors and suppliers working on the project shall also contribute in developing and maintaining an accurate Project Schedule. The approved Project Schedule shall be used to measure the progress of the work, to aid in evaluating time extensions, and to provide the basis of all progress payments.

3.2 BASIS FOR PAYMENT

The schedule shall be the basis for measuring Contractor progress. Lack of an approved schedule or scheduling personnel will result in an inability of

SECTION 01 32 01 Page 1 the Contracting Officer to evaluate Contractor's progress for the purposes of payment. Failure of the Contractor to provide all information, as specified below, shall result in the disapproval of the entire Project Schedule submission and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes. In the case 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 allowed by contract, each payment period, until revisions to the Project Schedule have been made.

3.3 PROJECT SCHEDULE

The computer software system utilized by the Contractor to produce the Project Schedule shall be capable of providing all requirements of this specification. Failure of the Contractor to meet the requirements of this specification shall result in the disapproval of the schedule. Manual methods used to produce any required information shall require approval by the Contracting Officer.

3.3.1 Use of the Critical Path Method

The Critical Path Method (CPM) of network calculation shall be used to generate the Project Schedule. The Contractor shall provide the Project Schedule in the Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

The Project Schedule shall include an appropriate level of detail. Failure to develop or update the Project Schedule or provide data to the Contracting Officer at the appropriate level of detail, as specified by the Contracting Officer, shall result in the disapproval of the schedule. The Contracting Officer will use, but is not limited to, the following conditions to determine the appropriate level of detail to be used in the Project Schedule:

3.3.2.1 Activity Durations

Contractor submissions shall follow the direction of the Contracting Officer regarding reasonable activity durations. Reasonable durations are those that allow the progress of activities to be accurately determined between payment periods (usually less than 2 percent of all non-procurement activities' Original Durations are greater than 20 days).

3.3.2.2 Procurement Activities

Tasks related to the procurement of long lead materials or equipment shall be included as separate activities in the project schedule. Long lead materials and equipment are those materials that have a procurement cycle of over 90 days. Examples of procurement process activities include, but are not limited to: submittals, approvals, procurement, fabrication, and delivery.

3.3.2.3 Critical Activities

The following activities shall be listed as separate line activities on the Contractor's project schedule:

a. Submission and approval of mechanical/electrical layout drawings.

SECTION 01 32 01 Page 2

b. Submission and approval of O & M manuals.

c. Submission and approval of as-built drawings.

d. Submission and approval of 1354 data and installed equipment lists.

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

f. Submission of TAB specialist design review report.

g. Submission and approval of fire protection specialist.

h. Submission and approval of testing and balancing of HVAC plus commissioning plans and data.

i. Air and water balance dates.

j. HVAC commissioning dates.

k. Controls testing plan.

l. Controls testing.

m. Performance Verification testing.

n. Other systems testing, if required.

o. Prefinal inspection.

p. Correction of punchlist from prefinal inspection.

q. Final inspection.

3.3.2.4 Government Activities

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

3.3.2.5 Responsibility

All activities shall be identified in the project schedule by the party responsible to perform the work. Responsibility includes, but is not limited to, the subcontracting firm, Contractor work force, or government agency performing a given task. Activities shall not belong to more than one responsible party. The responsible party for each activity shall be identified by the Responsibility Code.

3.3.2.6 Work Areas

All activities shall be identified in the project schedule by the work area in which the activity occurs. Activities shall not be allowed to cover more than one work area. The work area of each activity shall be identified by the Work Area Code.

SECTION 01 32 01 Page 3

3.3.2.7 Modification or Claim Number

Any activity that is added or changed by contract modification or used to justify claimed time shall be identified by a mod or claim code that changed the activity. Activities shall not belong to more than one modification or claim item. The modification or claim number of each activity shall be identified by the Mod or Claim Number. Whenever possible, changes shall be added to the schedule by adding new activities.

Existing activities shall not normally be changed to reflect modifications.

3.3.2.8 Bid Item

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. The bid item for each appropriate activity shall be identified by the Bid Item Code.

3.3.2.9 Phase of Work

All activities shall be identified in the project schedule by the phases of work in which the activity occurs. Activities shall not contain work in more than one phase of work. The project phase of each activity shall be by the unique Phase of Work Code.

3.3.2.10 Category of Work

All Activities shall be identified in the project schedule according to the category of work which best describes the activity. Category of work refers, but is not limited, to the procurement chain of activities including such items as submittals approvals, procurement, fabrication, delivery, installation, start-up, and testing. The category of work for each activity shall be identified by the Category of Work Code.

3.3.2.11 Feature of Work

All activities shall be identified in the project schedule according to the feature of work to which the activity belongs. Feature of work refers, but is not limited to, a work breakdown structure for the project. The feature of work for each activity shall be identified by the Feature of Work Code.

3.3.3 Scheduled Project Completion

The schedule interval shall extend from NTP to the contract completion date.

3.3.3.1 Project Start Date

The schedule shall start no earlier than the date on which the NTP was acknowledged. The Contractor shall include as the first activity in the project schedule an activity called "Start Project". The "Start Project" activity shall have an "ES" constraint date equal to the date that the NTP was acknowledged, and a zero day duration.

3.3.3.2 Constraint of Last Activity

Completion of the last activity in the schedule shall be constrained by the contract completion date. Calculation on project updates shall be such that if the early finish of the last activity falls after the contract completion date, then the float calculation shall reflect a negative float on the critical path. The Contractor shall include as the last activity in

SECTION 01 32 01 Page 4 the project schedule an activity called "End Project". The "End Project" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.3.3 Early Project Completion

In the event the project schedule shows completion of the project prior to the contract completion date, the Contractor shall identify those activities that have been accelerated and/or those activities that are scheduled in parallel to support the Contractor's "early" completion.

Contractor shall specifically address each of the activities noted in the narrative report at every project schedule update period to assist the Contracting Officer in evaluating the Contractor's ability to actually complete prior to the contract period.

3.3.4 Interim Completion Dates

Contractually specified interim completion dates shall also be constrained to show negative float if the early finish date of the last activity in that phase falls after the interim completion date.

3.3.4.1 Start Phase

The Contractor shall include as the first activity for a project phase an activity called "Start Phase X" where "X" refers to the phase of work. The "Start Phase X" activity shall have an "ES" constraint date equal to the date on which the NTP was acknowledged, and a zero day duration.

3.3.4.2 End Phase

The Contractor shall include as the last activity in a project phase an activity called "End Phase X" where "X" refers to the phase of work. The "End Phase X" activity shall have an "LF" constraint date equal to the completion date for the project, and a zero day duration.

3.3.4.3 Phase X

The Contractor shall include a hammock type activity for each project phase called "Phase X" where "X" refers to the phase of work. The "Phase X" activity shall be logically tied to the earliest and latest activities in the phase.

3.3.5 Default Progress Data Disallowed

Actual Start and Finish dates shall not be automatically updated by default mechanisms that may be included in CPM scheduling software systems. Actual Start and Finish dates on the CPM schedule shall match those dates provided from Contractor Quality Control Reports. Failure of the Contractor to document the Actual Start and Finish dates on the Daily Quality Control report for every in-progress or completed activity, and failure to ensure that the data contained on the Daily Quality Control reports is the sole basis for schedule updating shall result in the disapproval of the Contractor's schedule and the inability of the Contracting Officer to evaluate Contractor progress for payment purposes.

3.3.6 Out-of-Sequence Progress

Activities that have posted progress without all preceding logic being satisfied (Out-of-Sequence Progress) will be allowed only on a case-by-case

SECTION 01 32 01 Page 5 approval of the Contracting Officer. The Contractor shall propose logic corrections to eliminate all out of sequence progress or justify not changing the sequencing for approval prior to submitting an updated project schedule.

3.3.7 Negative Lags

Lag durations contained in the project schedule shall not have a negative value.

3.4 PROJECT SCHEDULE SUBMISSIONS

The Contractor shall provide the submissions as described below. The data disk, reports, and network diagrams required for each submission are contained in paragraph SUBMISSION REQUIREMENTS.

3.4.1 Preliminary Project Schedule Submission

The Preliminary Project Schedule, defining the Contractor's planned operations for the first 60 calendar days shall be submitted for approval within 20 calendar days after the NTP is acknowledged. The approved preliminary schedule shall be used for payment purposes not to exceed 60 calendar days after NTP.

3.4.2 Initial Project Schedule Submission

The Initial Project Schedule shall be submitted for approval within 40 calendar days after NTP. The schedule shall provide a reasonable sequence of activities which represent work through the entire project and shall be at a reasonable level of detail.

3.4.3 Periodic Schedule Updates

Based on the result of progress meetings, specified in "Periodic Progress Meetings," the Contractor shall submit periodic schedule updates. These submissions shall enable the Contracting Officer to assess Contractor's progress. If the Contractor fails or refuses to furnish the information and project schedule data, which in the judgment of the Contracting Officer or authorized representative is necessary for verifying the Contractor's progress, the Contractor shall be deemed not to have provided an estimate upon which progress payment may be made.

3.4.4 Standard Activity Coding Dictionary

The Contractor shall use the activity coding structure defined in the Standard Data Exchange Format (SDEF) in ER 1-1-11, Appendix A. This exact structure is mandatory, even if some fields are not used.

3.5 SUBMISSION REQUIREMENTS

The following items shall be submitted by the Contractor for the preliminary submission, initial submission, and every periodic project schedule update throughout the life of the project:

3.5.1 Data Disks

Two data disks containing the project schedule shall be provided. Data on the disks shall adhere to the SDEF format specified in ER 1-1-11, Appendix A.

SECTION 01 32 01 Page 6

3.5.1.1 File Medium

Required data shall be submitted on 3.5 disks, formatted to hold 1.44 MB of data, under the MS-DOS Version 5. or 6.x, unless otherwise approved by the Contracting Officer.

3.5.1.2 Disk Label

A permanent exterior label shall be affixed to each disk submitted. The label shall indicate the type of schedule (Preliminary, Initial, Update, or Change), full contract number, project name, project location, data date, name and telephone number of person responsible for the schedule, and the MS-DOS version used to format the disk.

3.5.1.3 File Name

Each file submitted shall have a name related to either the schedule data date, project name, or contract number. The Contractor shall develop a naming convention that will ensure that the names of the files submitted are unique. The Contractor shall submit the file naming convention to the Contracting Officer for approval.

3.5.2 Narrative Report

A Narrative Report shall be provided with the preliminary, initial, and each update of the project schedule. This report shall be provided as the basis of the Contractor's progress payment request. The Narrative Report shall include: a description of activities along the 2 most critical paths, a description of current and anticipated problem areas or delaying factors and their impact, and an explanation of corrective actions taken or required to be taken. The narrative report is expected to relay to the Government, the Contractor's thorough analysis of the schedule output and its plans to compensate for any problems, either current or potential, which are revealed through that analysis.

3.5.3 Approved Changes Verification

Only project schedule changes that have been previously approved by the Contracting Officer shall be included in the schedule submission. The Narrative Report shall specifically reference, on an activity by activity basis, all changes made since the previous period and relate each change to documented, approved schedule changes.

3.5.4 Schedule Reports

The format for each activity for the schedule reports listed below shall contain: Activity Numbers, Activity Description, Original Duration, Remaining Duration, Early Start Date, Early Finish Date, Late Start Date, Late Finish Date, Total Float. Actual Start and Actual Finish Dates shall be printed for those activities in progress or completed.

3.5.4.1 Activity Report

A list of all activities sorted according to activity number.

3.5.4.2 Logic Report

A list of Preceding and Succeeding activities for every activity in

SECTION 01 32 01 Page 7 ascending order by activity number. Preceeding and succeeding activities shall include all information listed above in paragraph Schedule Reports.

A blank line shall be left between each activity grouping.

3.5.4.3 Total Float Report

A list of all incomplete activities sorted in ascending order of total float. Activities which have the same amount of total float shall be listed in ascending order of Early Start Dates. Completed activities shall not be shown on this report.

3.5.4.4 Earnings Report

A compilation of the Contractor's Total Earnings on the project from the NTP until the most recent Monthly Progress Meeting. This report shall reflect the Earnings of specific activities based on the agreements made in the field and approved between the Contractor and Contracting Officer at the most recent Monthly Progress Meeting. Provided that the Contractor has provided a complete schedule update, this report shall serve as the basis of determining Contractor Payment. Activities shall be grouped by bid item and sorted by activity numbers. This report shall: sum all activities in a bid item and provide a bid item percent; and complete and sum all bid items to provide a total project percent complete. The printed report shall contain, for each activity: the Activity Number, Activity Description, Original Budgeted Amount, Total Quantity, Quantity to Date, Percent Complete (based on cost), and Earnings to Date.

3.5.5 Network Diagram

The network diagram shall be required on the initial schedule submission and on monthly schedule update submissions. The network diagram shall depict and display the order and interdependence of activities and the sequence in which the work is to be accomplished. The Contracting Officer will use, but is not limited to, the following conditions to review compliance with this paragraph:

3.5.5.1 Continuous Flow

Diagrams shall show a continuous flow from left to right with no arrows from right to left. The activity number, description, duration, and estimated earned value shall be shown on the diagram.

3.5.5.2 Project Milestone Dates

Dates shall be shown on the diagram for start of project, any contract required interim completion dates, and contract completion dates.

3.5.5.3 Critical Path

The critical path shall be clearly shown.

3.5.5.4 Banding

Activities shall be grouped to assist in the understanding of the activity sequence. Typically, this flow will group activities by category of work, work area and/or responsibility.

SECTION 01 32 01 Page 8

3.5.5.5 S-Curves

Earnings curves showing projected early and late earnings and earnings to date.

3.6 PERIODIC PROGRESS MEETINGS

Progress meetings to discuss payment shall include a monthly onsite meeting or other regular intervals mutually agreed to at the preconstruction conference. During this meeting the Contractor shall describe, on an activity by activity basis, all proposed revisions and adjustments to the project schedule required to reflect the current status of the project.

The Contracting Officer will approve activity progress, proposed revisions, and adjustments as appropriate.

3.6.1 Meeting Attendance

The Contractor's Project Manager and Scheduler shall attend the regular progress meeting.

3.6.2 Update Submission Following Progress Meeting

A complete update of the project schedule containing all approved progress, revisions, and adjustments, based on the regular progress meeting, shall be submitted not later than 4 working days after the monthly progress meeting.

3.6.3 Progress Meeting Contents

Update information, including Actual Start Dates, Actual Finish Dates, Remaining Durations, and Cost-to-Date shall be subject to the approval of the Contracting Officer. As a minimum, the Contractor shall address the following items on an activity by activity basis during each progress meeting.

3.6.3.1 Start and Finish Dates

The Actual Start and Actual Finish dates for each activity currently in-progress or completed .

3.6.3.2 Time Completion

The estimated Remaining Duration for each activity in-progress. Time-based progress calculations shall be based on Remaining Duration for each activity.

3.6.3.3 Cost Completion

The earnings for each activity started. Payment will be based on earnings for each in-progress or completed activity. Payment for individual activities will not be made for work that contains quality defects. A portion of the overall project amount may be retained based on delays of activities.

3.6.3.4 Logic Changes

All logic changes pertaining to NTP on change orders, change orders to be incorporated into the schedule, Contractor proposed changes in work sequence, corrections to schedule logic for out-of-sequence progress, lag durations, and other changes that have been made pursuant to contract

SECTION 01 32 01 Page 9 provisions shall be specifically identified and discussed.

3.6.3.5 Other Changes

Other changes required due to delays in completion of any activity or group of activities include: 1) delays beyond the Contractor's control, such as strikes and unusual weather. 2) delays encountered due to submittals, Government Activities, deliveries or work stoppages which make re-planning the work necessary. 3) Changes required to correct a schedule which does not represent the actual or planned prosecution and progress of the work.

3.7 REQUESTS FOR TIME EXTENSIONS

In the event the Contractor requests an extension of the contract completion date, or any interim milestone date, the Contractor shall furnish the following for a determination as to whether or not the Contractor is entitled to an extension of time under the provisions of the contract: justification, project schedule data, and supporting evidence as the Contracting Officer may deem necessary. Submission of proof of delay, based on revised activity logic, duration, and costs (updated to the specific date that the delay occurred) is obligatory to any approvals.

3.7.1 Justification of Delay

The project schedule shall clearly display that the Contractor has used, in full, all the float time available for the work involved with this request. The Contracting Officer's determination as to the number of allowable days of contract extension shall be based upon the project schedule updates in effect for the time period in question, and other factual information. Actual delays that are found to be caused by the Contractor's own actions, which result in the extension of the schedule, will not be a cause for a time extension to the contract completion date.

3.7.2 Submission Requirements

The Contractor shall submit a justification for each request for a change in the contract completion date of under 2 weeks based upon the most recent schedule update at the time of the NTP or constructive direction issued for the change. Such a request shall be in accordance with the requirements of other appropriate Contract Clauses and shall include, as a minimum:

a. A list of affected activities, with their associated project schedule activity number.

b. A brief explanation of the causes of the change.

c. An analysis of the overall impact of the changes proposed.

d. A sub-network of the affected area.

Activities impacted in each justification for change shall be identified by a unique activity code contained in the required data file.

3.7.3 Additional Submission Requirements

For any requested time extension of over 2 weeks, the Contracting Officer may request an interim update with revised activities for a specific change request. The Contractor shall provide this disk within 4 days of the Contracting Officer's request.

SECTION 01 32 01 Page 10

3.8 DIRECTED CHANGES

If the NTP is issued for changes prior to settlement of price and/or time, the Contractor shall submit proposed schedule revisions to the Contracting Officer within 2 weeks of the NTP being issued. The proposed revisions to the schedule will be approved by the Contracting Officer prior to inclusion of those changes within the project schedule. If the Contractor fails to submit the proposed revisions, the Contracting Officer may furnish the Contractor with suggested revisions to the project schedule. The Contractor shall include these revisions in the project schedule until revisions are submitted, and final changes and impacts have been negotiated. If the Contractor has any objections to the revisions furnished by the Contracting Officer, the Contractor shall advise the Contracting Officer within 2 weeks of receipt of the revisions. Regardless of the objections, the Contractor shall continue to update the schedule with the Contracting Officer's revisions until a mutual agreement in the revisions is reached. If the Contractor fails to submit alternative revisions within 2 weeks of receipt of the Contracting Officer's proposed revisions, the Contractor will be deemed to have concurred with the Contracting Officer's proposed revisions. The proposed revisions will then be the basis for an equitable adjustment for performance of the work.

3.9 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.

-- End of Section --

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