Attachment #2 - 100% For Construction Specifications VOLUME 1.pdf

USSS BUILDING 185

REPAIR & RENOVATION

GS-02-P-15-DT-D-7001

188 KING STREET, BROOKLYN, NY 11231

DattnerArchitects

Cosentini Associates - A Tetra Tech Company MEP Engineers

Silman Structural Engineers

Toscano Clements Taylor Cost Consultants Cost Estimating

May 29th, 2019 100% For Construction Design

VOLUME 1 OF 2

THIS IS THE PROPERTY OF THE UNITED STATES GOVERNMENT. COPYING,

DISSEMINATION OR DISTRIBUTION OF PROJECT DRAWINGS, PLANS, OR SPEC-

IFICATIONS TO UNAUTHORIZED USERS IS PROHIBITED.

Do not remove this notice. Properly dispose of documents when no longer needed.

Brinkerhoff Environmental Services, Inc.

Hazmats

Jensen Hughes Engineering P.C.

FP Engineers

USSS Building 185 Repair & Renovation Brooklyn, New York

Contract # GS-02-P-15-DT-D-7001

100% For Construction Design May 29, 2019 Technical Specifications Index

TECHNICAL SPECIFICATIONS INDEX

100% FOR CONSTRUCTION DESIGN

VOLUME 1 OF 2

DIVISION 01 - GENERAL REQUIREMENTS

011000 SUMMARY

011400 WORK RESTRICTIONS

013110 CPM SCHEDULE SPECS

013200 CONSTRUCTION PROGRESS DOC

013220 PHOTOGRAPHIC DOC

013300 SUBMITTAL PROCEDURES

014000 QUALITY ASSURANCE & CONTROL

014200 REFERENCES

015000 TEMPORARY FACILITIES

015930 SECURITY REGULATIONS

015950 SAFETY & HEALTH

016000 PRODUCT REQUIREMENTS

017000 EXECUTION REQUIREMENTS

017310 CUTTING & PATCHING

017320 SELECTIVE DEMOLITION

017350 FIRE PREV PRECFOR HOT WORK

017410 CONSTRUCTION INDOOR AIR QUALITY

017419 CONST NONHAZARDOUS WASTE MANAGMENT & DISPOSAL

017700 CLOSEOUT PROCEDURES

017822 OPERATION & MAINTENANCE DOC

018200 DEMONSTRATION & TRAINING

DIVISION 02 - EXISTING CONDITIONS

024119 SELECTIVE DEMOLITION

028213 ASBESTOS ABATEMENT

028333 LEAD SAFE WORK PRACTICES

DIVISION 03 - CONCRETE

033000 CAST-IN-PLACE CONCRETE

DIVISION 05 - METALS

055000 METAL FABRICATIONS

055100 METAL STAIRS

055119 INTERIOR METAL FENCES AND GATES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

061000 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

070150 071418 072100

PREPARATION FOR ROOF COATING

COLD FLUID-APPLIED ROOF COATINGS

THERMAL INSULATION

076200 SHEET METAL FLASHING AND TRIM

079200 JOINT SEALANTS

DIVISION 08 - OPENINGS

081113 HOLLOW METAL DOORS AND FRAMES

USSS Building 185 Repair & Renovation

Contract # GS-02-P-15-DT-D-7001

100% For Construction Design May 29, 2019 Technical Specifications Index

083323 OVERHEAD COILING DOORS

083324 HIGH PERFORMANCE OVERHEAD HIGH-SPEED DOORS

087100 DOOR HARDWARE

089119 FIXED LOUVERS

DIVISION 09 – FINISHES

099100 PAINTING

DIVISION 10 - SPECIALTIES

105613 METAL STORAGE SHELVING

DIVISION 13 – SPECIAL CONSTRUCTION

133419 METAL BUILDING SYSTEM

133420 FABRIC-MEMBRANE-STRUCTURES

APPENDIX A

STRUCTURAL CALCULATIONS

APPENDIX B

ENVIRONMENTAL [ASBESTOS AND LEAD PAINT] REPORT

APPENDIX C

HYDRAULIC REPORT

PROPERTY OF THE UNITED STATES GOVERNMENT FOR OFFICIAL USE ONLY

DO NOT REMOVE THIS NOTICE – PROPERLY DESTROY DOCUMENT WHEN NO LONGER NEEDED

USSS Building 185 Repair & Renovation Contract # GS-02-P-15-DT-D-7001

100% For Construction Design Summary May 29, 2019 011000 - 1

SECTION 011000 – SUMMARY

PART 1 - GENERAL

1.1 PROJECT INFORMATION

A. Project Name and Location:

Project: USSS Building 185 Repair and Renovation

Location: 188 King Street, Brooklyn, NY 11231

[At Terminal side/Alternate address: 101 Clinton Wharf, Brooklyn, NY 11213]

B. Project Summary Description:

The repair and renovation of Building 185 will improve its operations as a parking garage for the United States Secret Service. The building is a Port Authority owned warehouse that is approximately 65,000 square feet of interior floor space. The program calls for select demolition work; the insulation of existing exterior metal panels; the installation of three free standing structures including one metal structure and two fabric structures for special storage needs; the resealing of the existing asphalt floor; the restriping of lanes and parking areas at the floor; the addition of three ceiling fans; the replacement of all interior lights; and other miscellaneous architectural and mechanical interventions as outlined in the Scope of Work obtained from the client.

C. Architect: The term Architect refers to the project designer. The Architect's status relative to the construction will be stated in writing by the Contracting Officer prior to the pre-construction conference. The project was designed by:

Dattner Architects DPC 1385 Broadway, 15th Floor New York, NY 10018

D. Project Delivery Method: Design/Bid/Build

E. Consultants:

MEP:

Cosentini 2 Pennsylvania Plaza New York, NY 10003

Fire Protection:

Jensen Hughes 360 West 31st Street

Suite 900 New York, NY 10121

May 29, 2019 011000 - 2

Structural:

Silman 88 University Place New York, NY 10003

Cost Estimator:

Toscano Clements Taylor 150 Wes 30th Street, 7th Floor New York, NY 10001

F. Not Used

G. Not Used

H. Not Used

I. Not Used

J. Not Used

K. The Contracting Officer for the project is: Mr. Aaron Adams, phone: 303-236-1365; email:

aaron.adams@gsa.gov

1.2 WORK SEQUENCE

A. The work shall be conducted in phases. GC to provide Phasing Plan with Bid Proposal.

1.3 WORK BY OTHER CONTRACTORS (There is a FAR clause; coordinate with Legal, ok to leave to reinforce an existing requirement.) Reminder: FAR clause always trumps the specification

A. The Contractor shall cooperate with other contractors performing related work, including providing labor, materials and other costs necessary to satisfactorily coordinate the Contract work with work performed under other contracts.

1.4 SCHEDULE OF GOVERNMENT-FURNISHED PROPERTY (Not Applicable)

1.5 MISCELLANEOUS PROVISIONS

A. Work in existing facilities shall correspond in all respects with the existing conditions to which it connects, or to similar existing conditions, in materials, workmanship and finish.

B. Alterations to Existing Conditions: Existing conditions shall be cut, drilled, removed, temporarily removed, or removed and replaced, as necessary for performance of Work under the Contract.

Work out of alignment where exposed by removal of existing work shall be called to the attention of GSA. Necessary corrective work shall be as directed.

May 29, 2019 011000 - 3

1. Replacements of existing conditions that are removed shall match similar existing conditions.

2. Unless otherwise indicated, existing structural members shall not be cut or altered without authorization by the Contracting Officer.

3. Conditions remaining in place, which are damaged or defaced during the Work, shall be restored to the condition existing at time of award of Contract.

4. Discolored or unfinished surfaces exposed by removal of existing conditions, that are indicated to be final exposed surfaces, shall be refinished or replaced as necessary to produce uniform and harmonious contiguous surfaces.

C. Existing structures will remain in place.

D. Existing utility services with related meters and equipment will remain in place.

E. Removed items indicated to remain the property of the Government shall be stored on site where directed by the Contracting Officer.

PART 2 - PRODUCTS (Not Applicable)

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011000

100% For Construction Design WORK RESTRICTIONS May 29, 2019 011400 - 1

SECTION 011400 - WORK RESTRICTIONS

1.1 CONTRACTOR USE OF PREMISES

A. The Contractor will review and document the existing conditions surrounding the project premises. Provide documentation to the Government prior to the commencement of any construction activity.

B. During the construction period, the Contractor shall have full use of the designated premises for construction operations, including full use of the indicated work site, limited only by the Government's right to perform work or retain other contractors to perform work on portions of the project.

C. No work shall be performed by the Contractor that will impact operations from August 26th through October 5th. During this time no vehicles, equipment, machinery, scaffolding, office trailers of supplies will be placed on the main floor. Vendor and sub-contractor vehicles will be restricted to the King Street side walk.

D. No work will be conducted that will occupy portions of the main floor and impact operations from August 26th through October 5th. During this time no vehicles, equipment, machinery, scaffolding, office trailers of supplies will be placed on the main floor. Vendor and sub-contractor vehicles will be restricted to the King Street side walk. Outside of the August 20-October 5th timeline, the GC and their vendors may store vehicles and supplies on site at locations and durations approved by the tenant.

E. Electrical panels must be energized during this time frame and lighting in the building must be operational using either existing or new fixtures. Work inside the ISO storage containers, SSR3, SSR4 and SSR5, will be permitted during this time as well as electrical work that does NOT interrupt power at PP-5, PP-1 and PP-2. Interruptions to other panels can only be for short duration.

F. Dumpsters provided by the contractor must be removed from premises during the work blackout period if located outside SSR#5 (Bay 5/6)

G. GC construction trailer must stay in Bay 1

H. 2/3 of the building must be available for tenant to park vehicles and equipment at all times.

During times of high dust demolition/construction work (Shot Blasting, insulation removal, spray foaming, spray painting), GC must install a dust barrier isolating the 2/3rd occupied by the tenant.

I. Work inside the ISO storage containers, SSR#5, will be permitted during this time as well as electrical work that does not interrupt power at electrical panels PP-5, PP-1 and PP-2.

Interruptions to other panels can only be for short duration.

J. Dumpsters provided by the contractor must be removed from premises during this blackout period if located outside SSR#5 [Bay 6/6].

K. Contractor shall provide dust barrier during fiberglass removal and shot blasting period periods to protect Government vehicles, property and personnel during this time period.

May 29, 2019 011400 - 2

L. The Government will be responsible for relocating vehicles as needed. Large scale vehicle moves will require advanced notice and coordination.

M. Contractor shall have on site bags of ‘speedy dry” or equivalent to attend to any and all oil leaks from contractor owned or rented equipment. Contractor shall immediately contain any leaks and repair and or remove equipment ASAP.

N. Provide assessment of two currently un-used gas services in center and east end of building.

O. The Contractor shall limit use of the premises to the work in areas indicated, and to allow for Government occupancy and public use.

1. Confine operations at the site to areas indicated. Do not disturb portions of the site beyond the areas in which Work is indicated.

2. Keep driveways and entrances serving the premises clear and available at all times to the Government, Government employees and to visitors. Do not use these areas for parking or storage of materials.

3. Schedule deliveries to minimize space and time requirements for storage of material and equipment on site.

4. Maintain existing building in a safe and weather-tight condition throughout the construction period. Repair damage caused by construction operations to the satisfaction of the government. Take precautions to protect the building, its occupants and the public during the construction period. A representative of the Contractor shall be available to arrive on site within one (1) hour of notice should an emergency occur.

5. Keep public areas, such as hallways, stairs, lobbies and toilet rooms, free from accumulation of waste material, rubbish, construction debris and construction materials.

6. Space on the premises will be made available for the Contractor's storage and related activities, provided that its use will not interfere with operations of the Government.

Arrange and gain approval for use of this space through the Contracting Officer.

7. Use of the existing loading dock facilities will be shared with Government activities on a first-come-first-served, wait-your-turn basis. The loading dock is available for the delivery of materials, tools, and supplies between the hours of 8:00 a.m. to 3:00 p.m.

8. Existing materials and equipment that are removed as part of the construction operations, and that are not reused or designated to be salvaged as Government property, shall become the property of the Contractor and shall be removed from the site. Storage or sale of excess salvageable materials and equipment is not permitted on site.

9. Pollution producing equipment shall not be located near air intakes where airborne smoke or fumes could be drawn into the building. When not required for powering unloading operations, turn off engines when docked.

10. Smoking is not permitted in or around the building, see Facilities Management Regulation (FMR) Case 2008-102—3. Also see Code of Federal Regulations (CFR) 41 CFR Part 102-74.

11. No parking will be available on site during working hours for building occupants. The Contractor and Contractor's employees shall make their own arrangements for vehicle parking off site.

12. Cell Phones: Contractor is to provide company cell phone during this contract. All cell phones to be “on vibrate” at all times. If a telephone begins audibly ringing, the building guards will take the cell phone and hold until the end of the working day prior to the con-tractor leaving the property. Cell phones are only permitted in construction area and contractor’s office space.

13. No apparatus with an open flame is allowed to be used within the facility without the prior receipt of a burn permit. Contact the Field Office to obtain burn permits. Burn permits are required for each separate occurrence.

May 29, 2019 011400 - 3

14. Permits: Refer to FAR 52.236-7

15. The work shall be sequenced to minimize disruption to building occupants, visitors, and maintenance activities. To the greatest extent feasible, demolition work should not take place until supplies are on hand to perform new work.

16. Coordinate with the GSA Building Manager and the COR for site access.

17. Coordinate with the GSA Building Manager and the COR on correct response procedures for any building system alarms occurring during or resulting from the construction process.

18. All building systems outside the immediate construction area shall be kept fully operational during normal working hours.

19. Protect building site from flying debris.

20. Photography shall be limited to small areas of the building at a time and no photographs of the vehicles shall be taken; coordinate which photos are allowed with building manager.

1.2 GOVERNMENT OCCUPANCY

A. The Government will occupy the site and the existing building during the entire period of construction. Cooperate with the Government's representatives during construction operations to minimize conflicts, mitigate noise, and facilitate Government usage. Perform the Work in a manner that does not interfere with the Government's operations.

B. The Government reserves the right to occupy, place, and install equipment in completed areas of the building prior to Substantial Completion, provided such occupancy does not interfere with completion of the Work. The Government's installation of equipment and partial occupancy shall not constitute acceptance of the total Work.

1. Prior to partial Government occupancy, mechanical and electrical systems for the space shall be fully operational, and required inspections and tests shall be successfully completed. Upon occupancy, the Government will operate and maintain mechanical and electrical systems serving the occupied portions of the building.

2. Upon occupancy, the Government will assume responsibility for maintenance and custodial service for the occupied portions of the building.

1.3 WORKING HOURS

A. Contractor's General Working Hours: The Contractor working hours shall be generally established to occur during Government Occupied Hours. Hours on weekdays shall be, Monday through Friday, except for established Government Holidays 8:00 AM to 3:00 PM.

B. Work accomplished during Government Unoccupied Hours shall be coordinate in advance with the Government and performed at no additional cost to the Government. Contractor shall submit a proposed schedule and gain the Contracting Officer's approval at least 48 hours before proceeding with any work during Government Unoccupied Hours.

C. Temporary Suspension of Work: The Contractor shall suspend work that will affect main operations of facility during the period of August 20th and October 5th. Contractor shall not be entitled to an adjustment of the Contract price or time of performance as a result of this suspension of work.

PART 2 - PRODUCTS (Not Applicable)

May 29, 2019 011400 - 4

PART 3 - EXECUTION (Not Applicable)

END OF SECTION 011400

100% For Construction Design CRITICAL PATH METHOD (CPM) SCHEDULING May 29, 2019 013110 - 1

SECTION 013110 - CRITICAL PATH METHOD (CPM) SCHEDULING

PART 1 GENERAL

1.1 SUMMARY

1.2 SCHEDULER REQUIREMENTS/QUALIFICATIONS

1.3 DEFINITIONS

PART 2 SOFTWARE PRODUCT

PART 3 EXECUTION (For a complete listing of Part 3 subsections see the end of this specification)

3.1 GENERAL REQUIREMENTS

3.2 PAYMENTS TO CONTRACTOR

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.4 PROJECT SCHEDULE SUBMISSIONS

3.5 SUBMISSION REQUIREMENTS

3.6 REQUESTS FOR TIME EXTENSIONS

3.7 CHANGE MODIFICATIONS

3.8 FAILURE TO ACHIEVE PROGRESS

PART 1 GENERAL

1.1 SUMMARY

The Contractor shall use a CPM Project Schedule to plan, coordinate, and perform the Work. The Project Schedule shall be a rational, reasonable and realistic plan for completing the Work, and conform to re-quirements specified in this specification section and elsewhere in this Contract. The Project Schedule shall depict all activities necessary to complete the Work, including, as applicable, all submittal and sub-mittal review activities, all procurement activities, and all field activities, including mobilization, construc-tion, start-up, testing, balancing, commissioning, and punch-list. Activities shall be sufficiently detailed and limited in duration to enable proper planning and coordination of the Work and allow effective evalua-tion of the reasonableness and realism of the Project Schedule, accurate monitoring of progress, and reli-able analysis of schedule impacts.

1.2 SCHEDULER REQUIREMENTS / QUALIFICATIONS

A. Within five (5) Working Days after the Contractor receives Notice to Proceed (NTP) from the Contracting Officer (CO), the Contractor shall provide written notice to the CO naming a scheduling representative in the Contractor’s organization who shall be responsible for coordinating with the GSA during the preparation and maintenance of the Project Schedule.

The Contractor’s scheduling representative shall have authority to act on behalf of the Contrac-tor in fulfilling the Project Schedule requirements of the Contract.

B. The Contractor's scheduler shall possess a minimum of 5 years’ experience in

CPM scheduling on projects of similar size, scope, and complexity of the one specified in the Contract Documents.

C. The Contractor’s scheduler shall also have taken, and provide proof of, at least one CPM training class within the past 5 years. If the Contracting Officer rejects the proposed scheduling representative, the Contractor shall submit a different candidate, at no additional cost to the Government. The Contractor shall not change the scheduling representative without the prior written consent of the Contracting Officer.

ShirleyGRohmer Highlight

May 29, 2019 013110 - 2

D. The Contractor agrees that if the Contracting Officer provides written notice to the Contractor that the scheduling representative is not performing the duties to the satisfaction of the Government, the Contractor shall change such representative at no additional cost to the Government. Within ten Working Days of receipt such written notice, the Contractor shall pro-pose a new scheduling representative for approval by the Contracting Officer. Until the Con-tracting Officer approves of any such replacement, the Government reserves the right to reject any Project Schedule.

1.3 DEFINITIONS

1. Activity - An element of the Work or task performed during the course of the project. Each schedule activity shall be a clearly defined, manageable and monitorable task depicting an estimated duration, an estimated cost, and estimated resources. Each activity shall be lim-ited to one trade unless approved by the Contracting Officer.

2. Baseline Schedule - The original work plan approved by the Contracting Officer depicting the Contractor’s plan to prosecute the work. The Baseline Schedule becomes the schedule upon which progress is monitored.

3. Constraint - A scheduling restriction imposed on an activity to affect the start date, finish date or Float.

4. Critical Path - The sequence of activities that represents the longest path through a project, which determines the shortest possible duration.

5. Critical Path Method (CPM) - A scheduling technique using activities, durations, and interrela-tionships/dependencies (logic), such that all activities are interrelated with logic ties from the beginning of the project to the completion of the project. Estimates the minimum project duration and determines the amount of scheduling flexibility on the logical network paths within the schedule model.

6. Data Date - The date to which progress is updated. In most scheduling software, the data date represents the next day of work and all progress is updated through the day prior to the data date.

7. Float – The amount of time an activity can be delayed in a project network without causing delay to subsequent activities (Free Float) or the Substantial Completion date (Total Float).

8. Free Float - The amount of time that an activity can be delayed without delaying the early start date of successor activities.

9. Total Float - The amount of time an activity (or chain of activities) can be delayed without af-fecting the Substantial Completion date.

10. Float Suppression - The masking of available Float through the use of constraints, unrea-sonable logical relationships or unreasonable durations.

11. Fragnet – A subset group of interrelated activities representing only a portion of the CPM schedule.

12. Network Plan - The entire database of activities, logic, durations, and all items relating to any activity input into the scheduling software and is the complete representation of the Project Schedule prepared using the CPM and graphically shown in a time-scaled form.

The network shows the sequence and interdependence of the activities, and planned and actual progress by activity, required for complete performance of the Work.

13. Preliminary Schedule - The first schedule submission provided by the Contractor that: (a) defines detailed planned procurement and construction operations for the first 120 calendar days after NTP; and (b) provides a higher level summary of planned operations beginning 120 days after NTP through completion of the project.

14. Project Schedule - Any schedule submitted by the Contractor to the Government, including but not limited to Preliminary Schedule, Baseline Schedule, and all subsequent Schedule

May 29, 2019 013110 - 3

Updates, Recovery Schedules, and As-Built Schedule.

15. Recovery Schedule – A schedule depicting the Contractor's plan for recovery of time lost on the project.

16. Retained Logic - The remaining duration of a progressed activity is not scheduled until the logical relationships of all predecessors are satisfied. With Progress Override, network logic is ignored and the activity can progress without delay.

17. Schedule Update - A schedule in which the Contractor will reflect project progress on a monthly basis and updated from the prior data date to the current data date.

18. Status – The progress of work which can be applied at any level of work breakdown struc-ture. Information on the progress of work or an action.

19. Time Impact Analysis - A schedule delay analysis procedure to demonstrate a revision or proposed revision to the Substantial Completion date against the current approved Project Schedule.

20. Work(ing) Day - A Work(ing) Day is a calendar day scheduled for active prosecution of the work.

PART 2 SOFTWARE PRODUCT

The Project Schedule shall be produced using widely used, industry standard, commercially available computer software that is capable of generating and monitoring a CPM schedule. Examples of widely used commercially available software include but not limited to Microsoft Project® and Primavera P6.®

PART 3 EXECUTION

3.1 - GENERAL REQUIREMENTS

The Project Schedule shall provide the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The Project Schedule is to include all work as identified within the scope of this contract. The Project Schedule should be a forward planning tool as well as a pro-ject monitoring tool.

3.2 - PAYMENT TO CONTRACTOR

3.2.A - Basis of Payment to Contractor Requests for payment shall be based upon the current approved Schedule Update. The Contractor's overall progress along with progress for discrete activities will be used to determine the amount to be ap-proved for the monthly payment request.

3.2.B - Payment Rejection The Contractor’s failure to meet the requirements of this specification justifies the Contracting Officer’s (i) withholding approval of any Project Schedule and (ii) rejecting, in whole or in part, any payment request.

3.2.C - As-Built Schedule Along with the final request for payment, the Contractor shall submit an As-Built Schedule documenting actual start and actual finish dates for all activities, and logic ties between all activities to show the actual sequence in which the work was performed.

3.3 - PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.A - Level of Detail The Project Schedule shall satisfy the minimum level of detail described below.

May 29, 2019 013110 - 4

3.3.B - Activity Durations Activity durations shall be in units of whole Working Days and scope of work shall be limited to one trade each. Except for submittal and procurement activities, durations shall not exceed 1 month

3.3.C - Activity Cost Loading With the exception of submittal activities, all activities shall be cost-loaded. The assigned dollar value (cost-loading) shall cumulatively equal the total Contract price. General condition costs shall be shown as an activity with the exception of mobilization, insurance, and bonds costs, which shall be reflected as separate cost-loaded activities. Activity cost loading must be reasonable and avoid any front-end loading.

To the extent that the Contractor anticipates requesting payments for stored materials, delivery activities shall be cost-loaded to reflect the cost of materials (excluding labor for installation) and shown separately from the related fabrication activity.

3.3.D - Design and Permit Activities (Not applicable)

3.3.E - Procurement Activities Include activities associated with critical submittals and their approvals, procurement, fabrication and de-livery of long lead materials, equipment, fabricated assemblies and supplies. Long lead procurement ac-tivities are those with an anticipated procurement sequence of over 90 calendar days. Indicate intended submittal dates, and depict the review period as defined in this specification and elsewhere in the Con-tract Documents.

3.3.F - Construction Activities The Project Schedule shall include all activities associated with construction including but not limited to permits, mobilizations, inspections, tenant move-in periods, close-out, start-up, testing and balancing, commissioning, and turnover.

3.3.G - Government Activities Show government activities that could impact progress, including but not limited to: approvals, ac-ceptances, design reviews, inspections, Government Furnished Equipment (GFE), move coordination, lease expirations and NTP for phasing requirements.

3.3.H - Activity Coding All activities shall at a minimum shall be coded by Area, Responsibility (trade/ subcontractor), Construc-tion Division, and Phase. Additional codes are allowed to identify sufficiently where work will occur. Codes shall be a maximum of six (6) characters and abbreviations shall be fully described in the Project Sched-ule. The work related to each activity shall be limited to one work trade and one area. All activity descrip-tions shall be unique. Include an activity code field Schedule of Values (SOV) for the coding of each schedule activity; this is for the tabulation and summarization of contractor assigned cost-loaded work activities fused for Progress Payment Request reporting. The Contractor’s self-performed work shall be clearly identifiable.

3.3.I - Resource Loading (Not applicable)

3.3.J - Contract Milestones and Constraints Include contractual milestone events as defined in the Contract Documents including, but not limited to, phased work, work restrictions/access/shift work, and work being performed by separate contractors. The Contractor is prohibited from assigning milestones that are not consistent with key dates in the Contract Documents.

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No Float constraint techniques shall be used without specific written approval from the Contracting Of-ficer.

The first activity in the project schedule must be a start milestone titled “NTP Issued,” which must have a “Start On” constraint date equal to the NTP date.

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 the “End Project” milestone reflects positive Float on the longest path. If the schedule calculates a late finish, then the Float calculation for the “End Project” milestone reflects nega-tive Float on the longest path.

3.3.K - Calendars Establish a schedule calendar as it relates to durations for activities. For example, calendars should iden-tify proposed number of working days per week, holidays to be observed, planned number of shifts per day, weather affected activities such as roofing or landscaping that normally cannot occur in the winter/fall months.

Incorporate seasonal weather conditions in the project’s geographic area into the project planning and include an average number of days lost to weather per month using the NOAA historical data five (5) year averages.

3.3.L - Logic The project schedule shall include interrelationships (logic) and sequencing for all activities.

Only two open ended activities are allowed; the first activity “NTP Issued” may have no predecessor logic, and the last activity “End Project” may have no successor logic. For each activity, at least one successor must be a finish relationship (finish to start or finish to finish).

3.3.M - Out-of-Sequence Progress Out-of-sequence activities are those that have progressed before all preceding logic has been satisfied.

Address out-of-sequence progress or logic changes in the Schedule Update and in the periodic schedule update meetings.

3.3.N - Added and Deleted Activities Do not delete activities from the Project Schedule or add new activities without approval from the Con-tracting Officer. The Schedule Update shall identify all deleted or added activities.

3.3.O - Lags, Leads, and Relationships The Contractor shall limit the use of Start to Start (SS) and Finish to Finish (FF) relationships to allow Pro-ject Schedule detail to be fully developed.

Lags must be reasonable, not used in place of realistic durations, and not be in place to artificially absorb Float or to replace proper schedule logic.

Leads (negative lags) and Start to Finish (SF) relationships are prohibited.

3.3.P - Retained Logic Schedule calculations must retain the logic between predecessors and successors (“retained logic” mode) even when the successor activity(s) start(s) and the predecessor activity(s) has not finished (out-of-sequence progress). Software features that in effect sever the tie between predecessor and successor

May 29, 2019 013110 - 6 activities when the successor has started and the predecessor logic is not satisfied (“progress override”) are prohibited.

3.3.Q - Percent Complete Update the percent complete for each activity started, based on the assessment of work in place. Activi-ties 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.

3.3.R - Remaining Duration Update the remaining duration for each activity based on the number of estimated Working Days it will take to complete the activity. Remaining duration may not mathematically correlate with percentage found under the paragraph entitled Percent Complete.

3.3.S - Ownership of Float Float available in the schedule may not be considered for the exclusive use of either the GSA or the Con-tractor.

3.3.T - Early Substantial Completion Schedule The Contractor shall have the right to submit a schedule for approval showing Substantial Completion earlier than the substantial completion date set forth in this Contract. The Government may approve such a schedule if it: (a) provides a realistic forecast for early completion; (b) otherwise satisfies all of the re-quirements set forth in the Contract Documents; and (c) is at no additional cost to the Government. In the event the Government opts to approve an early Substantial Completion schedule, the Contracting Officer is entitled, but is not required, to issue a unilateral, no-cost modification to the Contract to adjust the con-tractual Substantial Completion date.

GSA is under no affirmative obligation or duty to aid, assist, or otherwise adjust its performance, including but not limited to accelerating work items, to ensure that the early Substantial Completion date (as adjust-

ed) is met. The Contractor’s early Substantial Completion schedule shall include all indirect costs through the Contract Completion date.

If the Government approves the early Substantial Completion schedule and a unilateral modification is not issued, the time between the forecast early Substantial Completion date and the date required by this Contract for Substantial Completion will be considered Float (see Section 3.3.S).

3.4 - PROJECT SCHEDULE SUBMISSIONS AND REVIEWS

GSA's comments, reviews, or approvals of a Project Schedule do not relieve the Contractor of responsi-bility for the accuracy or feasibility of the Project Schedule, or for meeting any of the completion dates set forth therein. In addition, any such comment, review, or approval does not create a warranty on the part of the Government, whether expressed or implied, or constitute a Government acknowledgement of or admission of the reasonableness of the activities, logic, durations, manpower, or cost-loading as set forth by the Contractor in the Project Schedule.

The Contractor shall meet with GSA within ten Working Days after NTP to conduct a joint review of the Project Schedule requirements in this Section.

3.4.A - Preliminary Schedule Submission and Review Within twenty (20) Working Days after NTP, the Contractor shall submit a Preliminary Schedule in an electronic format.

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The Contractor shall meet with GSA to discuss the results of GSA's schedule review. In the event that GSA provides comments or otherwise rejects the Preliminary Schedule, the Contractor shall, within five

(5) Working Days of receipt of the comments or rejection, revise the Preliminary Schedule and resubmit the Preliminary Schedule for review and approval.

3.4.B - Baseline Schedule Submission and Review Upon approval of the Preliminary Schedule, the Contractor shall submit a fully detailed, cost loaded and, if required in this specification, resource loaded schedule as the proposed Baseline Schedule. The pro-posed Baseline Schedule shall have a data date no later than NTP.

The GSA will review the proposed Baseline Schedule and provide comments to the Contractor within 10 Working Days of receipt of submittal and, if needed, will arrange for a Baseline Schedule review meeting with the Contractor for discussion of the schedule. The Baseline Schedule, when approved, shall become the basis for the next monthly Schedule Update submitted by the Contractor.

In the event that GSA provides comments or otherwise rejects the Baseline Schedule, the Contractor shall, within five (5) Working Days of receipt of the comments or rejection, revise the Baseline Schedule and resubmit the Baseline Schedule for review and approval.

Upon approval of the Baseline Schedule, the cost-loaded values shown in the Baseline Schedule and progress of activities will be used as a basis for assessing the timeliness of the Contractor’s performance, and for determining progress payments. The computer-generated cost report will be used by the GSA to verify the payment application submitted by the Contractor.

Until the Contracting Officer approves the Baseline Schedule, the Contracting Officer may withhold ap-proval of any payments.

3.4.C - Schedule Update Submission and Review Unless a shorter period for updates is specified by the Contracting Officer, the Contractor shall attend monthly schedule update meetings with GSA to review the Schedule Update, including any reports or submissions thereto. At a minimum, the Contractor’s project manager, project superintendent, and the scheduling representative shall attend.

Unless a shorter period for updates is specified by the Contracting Officer, the Contractor shall provide monthly Schedule Updates at a date mutually agreed upon between the Contracting Officer and the Con-tractor until Contract Completion is achieved.

3.5 - SUBMISSION REQUIREMENTS

The Baseline Schedule and every Schedule Update shall include:

3.5.A - Electronic Version of Project Schedule (Not Applicable)

3.5.B - Narrative Report The Narrative Report shall communicate the thorough analysis of the schedule output and the plans to compensate for any problems, either current or potential, which are revealed through that analysis. The Narrative Report shall include the following:

i. Critical path in the previous schedule at the beginning of the period.

ii. Progress achieved on the critical path.

iii Variance between the progress planned on the critical path and the actual progress achieved on the critical path.

iv.Near critical paths in the previous schedule at the beginning of the period.

v. Progress achieved on each of the near critical paths.

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vi. Variance between the progress planned on the near critical paths and the actual progress achieved on each of them. Provide explanations for the variances.

vii. General description of the work on the forecasted critical path for the remainder of the project.

viii. Work on the critical path planned to be performed during the next reporting period.

ix. Work on the near critical paths planned to be performed during the next reporting period.

x. Other Work (as requested by the Contracting Officer or that the Contractor deems necessary for communication purposes) anticipated to be performed during the next reporting period.

xi. Changes to the critical path since the prior month’s approved schedule.

xii. Problem areas

xiii. Current and anticipated delays including cause of delay, corrective actions taken, and impact of the delay on other activities, milestones, and completion dates

xiv. Pending items (change orders, requests for time-extensions, etc.), and status thereof.

xv. Identification and explanation of items or information required from the GSA or third parties to avoid schedule impacts.

xvi. All schedule changes by activity ID and activity name including what was specifically changed and why the change was needed. Include at a minimum new and deleted activities, logic chang-es, duration changes, calendar changes, lag changes, resource changes, and actual start and fin-ish date changes.

xvii. Out-of-sequence work.

3.5.C - Schedule Reports Contractor to submit in electronic form only:

Pay Application Report The Contractor shall provide an itemized report of all cost loaded items from the Schedule Update. The Contractor shall prepare a detailed pay application report based on the prior month's progress payment request to include the prior month's percent complete, costs incurred during the period, costs incurred to date, and costs anticipated to completion. For each task, the costs shall be linked to and generated from the percent complete.

Earned Value Report To assist in evaluation of project performance, an earned value report shall include standard schedule categories, as well as categories such as cost performance index, schedule performance index, budget at completion, variance at completion, schedule percent complete, performance percent complete, earned value cost, planned value cost, actual cost, schedule variance, cost variance, estimate to complete and estimated completion cost.

Schedule Calculation Summary Report Shall include listings of constraints, open-ends, out-of-sequence work, and scheduling statistics. This report is computer-generated when the schedule is calculated.

3.5.D - Schedule Charts and Diagrams

Gannt Chart A graphical representation of incomplete schedule activities.

Critical Path Show all activities on the critical path.

3.6 - REQUESTS FOR TIME EXTENSIONS

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At no additional cost to the Government, the Contractor shall provide a Time Impact Analysis (TIA) in ac-cordance with this section to justify any request for a time extension to extend the Substantial Completion date. The Government will not consider any requests without a TIA.

3.6.A - Written Narrative Provide a detailed, written narrative that clearly sets forth the cause(s) of the delay and conclusively es-tablishes the Contractor’s entitlement to an extension of time. The narrative shall at a minimum: (i) evalu-ate each impact chronologically; (ii) explain the reason for the schedule revision; (iii) set forth the number of days of delay to Substantial Completion and impact to Contractual Completion; (iv) discuss all impact-ed schedule activities; (v) assign responsibility for the delay (e.g., government, A/E, utility provider, etc.);

(vi) discuss concurrent delay; (vii) describe the change in the affected activities’ Total Float value.

3.6.B - Fragmentary Network (Fragnet) The TIA shall include the Contractor’s proposed schedule revisions illustrating the impact in fragnet form.

Unless otherwise requested by the Contracting Officer, the status analysis shall compare the progress of work in the most recently GSA approved project schedule update against the approved Baseline Sched-ule.

Each fragnet shall be accompanied with a spreadsheet depicting the following:

a. Unique Fragnet Number,

b. Date of the Fragnet,

c. Schedule for the Fragnet to be inserted into,

d. Data date of the schedule the fragnet is to be inserted into,

e. Predecessor activity ID and activity name the fragnet is proposed to be linked to,

f. Successor activity ID and activity name the fragnet is proposed to be linked to,

g. Total Float for the path prior to insertion of the fragnet,

h. Anticipated Total Float after the fragnet is inserted,

i. Anticipated impact to the forecasted substantial completion date.

3.6.C - Submission Timeframe The Contractor shall not be entitled to an extension of time if the Contractor fails to submit a TIA to the Contracting Officer within ten (10) Working Days from the time the Contractor knew or should have known of the circumstances, causes, events, or similar actions giving rise to the delay(s).

3.6.D - Time Extension If the Contracting Officer issues a contract modification extending the Substantial Completion date, the Contractor shall incorporate the extension into the Project Schedule with the next Schedule Update

3.7 CHANGE MODIFICATIONS

When the Contractor submits any change modifications to the Contracting Officer that it believes will re-quire a schedule revision, the Contractor shall prepare and provide a TIA: (1) as part of the Contractor’s response to a request for a proposal from the Contracting Officer; and (2) as otherwise requested by the Contracting Officer. The TIA shall include: (1) a written narrative as set forth in 3.6.A; (2) a fragnet as set forth in 3.6.B; and (3) conform to the submission timeframe identified in 3.6.C.

3.8 - FAILURE TO ACHIEVE PROGRESS

If the Schedule Update shows negative Float due to Contractor performance, the Contractor shall take any and all steps necessary to improve its progress at no additional cost to the Government. The Con-tracting Officer may require the Contractor to provide a Recovery Schedule along with a detailed, written plan.

3.8.A - Recovery Schedule

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If a Recovery Schedule is requested, the Contractor’s submission shall be consistent with the reporting requirements as set forth in Section 3.5 Submission Requirements.

END OF SECTION

Part 3 Index

3.1 GENERAL REQUIREMENTS

3.2 PAYMENTS TO CONTRACTOR

3.2.A Basis of Payment to Contractor 3.2.B Payment Rejection 3.2.C As-built Schedule

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.A Level of Detail 3.3.B Activity Durations 3.3.C Activity Cost Loading 3.3.D Design and Permit Activities 3.3.E Procurement Activities 3.3.F Construction Activities 3.3.G Government Activities 3.3.H Activity Coding 3.3.I Resource Loading 3.3.J Contract Milestones and Constraints 3.3.K Calendars 3.3.L Logic 3.3.M Out-of-Sequence Progress 3.3.N Added and Deleted Activities 3.3.O Leads, Lags, and Start to Finish Relationships 3.3.P Retained Logic 3.3.Q Percent Complete 3.3.R Remaining Duration 3.3.S Ownership of Float 3.3.T Early Substantial Completion Schedule

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.A Preliminary Schedule Submission and Review 3.4.B Baseline Schedule Submission and Review 3.4.C Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.A Electronic Copy of Project Schedule 3.5.B Narrative Report 3.5.C Schedule Reports 3.5.D Schedule Charts and Diagrams

3.6 REQUESTS FOR TIME EXTENSIONS

3.6.A Written Narrative 3.6.B Fragmentary Network (Fragnet) 3.6.C Submission Timeframe 3.6.D Time Extension

3.7 CHANGE MODIFICATIONS

3.8 FAILURE TO ACHIEVE PROGRESS

3.8.A Recovery Schedule

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SECTION 013200 - CONSTRUCTION PROGRESS DOCUMENTATION

1.1 SUMMARY

A. This section includes certain schedules and reports required for documenting the progress of construction during performance of the Work.

B. Coordinate the timing for preparation and processing of schedules and reports with the performance of other construction activities and maintain a consistent and logical correlation between updated schedules and reports.

C. Not Used.

1.2 SCHEDULE OF INSPECTIONS AND TESTS

A. Prepare and submit a schedule of inspections, tests and similar services required by the Contract Documents within 10 calendar days after issuance of the Notice to Proceed.

B. Contractor shall coordinate the schedule of inspections and tests with the Construction Schedule and other related documents. Prepare the schedule in tabular form, including but not limited to the following information:

1. Specification section number.

2. Description.

3. Identification of applicable standards.

4. Identification of methods to be used.

5. Number of inspections, tests or similar services.

6. Time schedule or time span.

7. Responsible entity.

8. Requirements for taking samples.

9. Unique characteristics.

C. Distribution: Submit copies of the schedule of inspection and tests to the Contracting Officer, entities designated by the Contracting Officer, and each party involved in performance of portions of the Work where inspections, tests and similar serviced are required.

1.3 SCHEDULE OF SUBMITTALS

A. Prepare and submit a schedule of submittal required by the Contract Documents within 14 calendar days after issuance of the Notice to Proceed.

B. Contractor shall create the schedule of submittals and other related documents. Prepare the schedule in tabular form, including but not limited to the following information:

ShirleyGRohmer Highlight

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1.4 REPORTS

A. Daily Construction Reports: Prepare electronic daily construction report recording the following information concerning but not limited to events at the site.

1. List of subcontractors at the site.

2. List of separate contractors at the site.

3. Count of personnel at the site.

4. High and low temperatures, general weather conditions.

5. Accidents.

6. Meetings and significant decisions.

7. Unusual events (see D. Unusual Event Reports below).

8. Stoppages, delays, shortages, and losses.

9. Meter readings and similar recordings.

10. Emergency procedures.

11. Orders and requests of governing authorities.

12. Change Orders received or implemented.

13. Services connected or disconnected.

14. Equipment or system tests and startups.

15. Partial completions or occupancies.

16. Summary of all work performed.

B. Material Location Reports: At not more than weekly intervals, prepare a comprehensive list of materials delivered to and stored at the site. The list shall be cumulative, showing materials previously reported plus items recently delivered. Include a statement of progress on and delivery dates for materials or items or equipment fabricated or stored away from the site.

Within 5 Calendar days submit copies of the list to the Contracting Officer (CO) or Contracting Officer's Representative (COR).

C. Field Correction Reports: When the need to take corrective action requires a departure from the Contract Documents, prepare a detailed report. Include a statement describing the problem and recommended changes. Indicate reasons the Contract Documents cannot be followed.

Within 5 Calendar days submit a copy to the Contracting Officer or Contracting Officer's representative for approval.

D. Unusual Event Reports: When an event of an unusual and significant nature occurs at the site, prepare a detailed report. List the chain of events, persons participating, response by the Contractor's personnel, evaluation of the results or effects, and similar pertinent…