SPEC_DRAFT_SS_Compressed_Air_Upgrades_Redacted_1.pdf

DRAFT

This solicitation issued by Contracting Officer

Pacific Northwest Region Bureau of Reclamation

1150 North Curtis Road, Suite 100 Boise ID 83706-1234

GRAND COULEE DAM – INDUSTRIAL AREA

COMPRESSED AIR UPGRADES

COLUMBIA BASIN PROJECT, WASHINGTON

FOREWORD

Work is located at Grand Coulee Dam, adjacent to the Cities of Grand Coulee and Coulee Dam, Washington, approximately 90 miles west of Spokane, Washington, in Douglas, Grant and Okanogan Counties.

Principal items of work are earthwork for and constructing a metal building system, earthwork for and constructing compressed air piping, furnishing and installing HVAC system, furnishing and installing compressed air equipment, and furnishing and installing electrical features.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE CONDUCTED. ATTENDEES

ARE TO PROVIDE AND WEAR SAFETY BOOTS, HARD HATS, AND SAFETY

VESTS. FOR DATE AND PLACE OF SITE VISIT, SEE “SOLICITATION, OFFER,

AND AWARD," STANDARD FORM 1442.

FOR DATE AND PLACE OF BID OPENING, SEE "SOLICITATION, OFFER, AND

AWARD," STANDARD FORM 1442.

FOR INFORMATION REGARDING BUREAU OF RECLAMATION'S PUBLICATION

"RECLAMATION SAFETY AND HEALTH STANDARDS" INCLUDING REVISIONS

AT http://www.usbr.gov/ssle/safety/RSHS/rshs.html WHICH IS APPLICABLE TO

WORK UNDER THIS CONTRACT, SEE CLAUSE AT "WBR 1452.223-81 SAFETY

AND HEALTH."

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Grand Coulee Dam – Industrial Area Compressed Air Upgrades Columbia Basin Project, Washington

Price Schedule B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

GRAND COULEE DAM – INDUSTRIAL AREA

COMPRESSED AIR UPGRADES

COLUMBIA BASIN PROJECT, WASHINGTON

B.1 PRICE SCHEDULE

(a) Bids will be considered for award on the following Price Schedule, but no bid will be considered for award on only a part of the Price Schedule.

(b) Bids are subject to the terms and conditions of this solicitation.

(c) Quantities in the Price Schedule are estimated quantities for comparison of bids only.

Except as provided in the contract clause at FAR 52.211-18, Variation in Estimated Quantity, no claim shall be made against the Government for overruns or underruns. The contract clause at FAR 52.211-18, Variation in Estimated Quantity does not apply to lump sum items.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 1.

(e) Definitions:

(1) CLIN – Contract Line Item Number

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

1 WBR

1452.232 -81

Mobilization and Preparatory Work

For the lump sum of $

2 01 31 30 Contract Document Management System

For the lump sum of $

Columbia Basin Project, Washington

Price Schedule B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price

Amount

3 01 78 30 As-built Drawings, As-built Final Drawings, and Operations and Maintenance (O&M) Manuals

For the lump sum of $

4 02 41 07 Removing and Reinstalling Existing Bollards

For the lump sum of $

5 10 44 20 Fire Extinguishers For the lump sum of $

6 13 34 20 Metal Building System For the lump sum of $

7 22 13 16 Plant Drain Piping Systems For the lump sum of $

8 22 15 10 Compressed Air System for Assembly Building

For the lump sum of $

9 22 15 10 Compressed Air System for New Metal Building (Compressed Air Building)

For the lump sum of $

10 23 00 00 Heating, Ventilating, and Air-Conditioning (HVAC) System

For the lump sum of $

11 26 05 02 Complete Electrical System For the lump sum of $

12 31 03 33 Removal and Control of Water

For the lump sum of $

13 31 23 16 Excavation for Electrical Trenches

50 lin ft $ $

14 31 23 16 Compacted Backfill for Electrical Trenches

50 lin ft $ $

15 32 10 16 Removing Existing Roadway Pavement

9 yd3 $ $

16 32 11 23 Aggregate Base Course 18 yd3 $ $

17 32 12 22 Hot Mix Asphalt Pavement 9 yd3 $ $

18 33 11 16 Site Utility Piping For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

Columbia Basin Project, Washington

Price Schedule B - 3

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

Columbia Basin Project, Washington

Price Schedule B - 4

DIVISION 01 - GENERAL REQUIREMENTS

Columbia Basin Project, Washington

Summary of Work 01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located approximately at Grand Coulee Dam, adjacent to the Cities of Grand Coulee and Coulee Dam, Washington, approximately 90 miles west of Spokane, Washington, in Douglas, Grant and Okanogan Counties.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Designing and constructing foundation for pre-engineered metal building system.

B. Furnishing and constructing pre-engineered metal building system.

C. Earthwork for compressed air piping trench.

D. Furnishing and installing compressed air piping.

E. Furnishing and installing HVAC system.

F. Furnishing and installing compressed air equipment.

G. Furnishing and installing electrical features.

1. Contractor to supply cable for connection from transformer to compressed air building.

2. Contractor responsible for digging ditch for cable, preparing ditch bed, laying cable, burying cable, installing barrier tape, and restoring ground surface to original conditions.

H. Removing existing hot mix asphalt pavement and aggregate base course.

I. Furnishing and placing aggregate base course and hot mix asphalt pavement.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.

B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.

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Summary of Work 01 11 00 - 2

C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.

1.04 DEFINITIONS

A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.

1.05 ACRONYMS

A. The following acronyms apply to specifications Divisions 1 through 52:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

3. IA: Industrial Area.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION

Columbia Basin Project, Washington

Other Contracts 01 12 10 - 1

SECTION 01 12 10

OTHER CONTRACTS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost of coordinating with other Contractors in the prices offered in the

Price Schedule for other items of work.

1.02 OTHER CONTRACTS

A. During work under this contract, other work may be performed in the vicinity of the work by Reclamation and other contractors.

B. Cooperate and coordinate with other contractors on access to and use of work areas and contractor use areas as shown on drawings. Comply with the clause at FAR 52.236-8, Other Contracts.

C. Do not interfere with work of other contractors or the Government in the vicinity of the work.

D. Cooperate and coordinate with other contractors on use of temporary utilities.

E. Cooperate and coordinate with other contractors on maintaining dust-free operations.

PART 2 PRODUCTS

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PART 3 EXECUTION

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Other Contracts 01 12 10 - 2

Columbia Basin Project, Washington

Use of Site 01 14 10 - 1

SECTION 01 14 10

USE OF SITE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. Cleaning Manual-2012 Inspection and Cleaning Manual for

Equipment and Vehicles to Prevent the Spread of Invasive Species (Technical memorandum No. 86-68220-07-05) 2012 Edition Available online at:

http://www.usbr.gov/mussels/prevention

1.03 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:

1. For each Contractor use site on Government land.

a. Show use location and extent of impact. Uses include but are not limited to the following:

1) Buildings and service areas including offices, shops, warehouses, storage areas, fuel and oil storage areas, and fabrication yards.

2) Parking areas, temporary roads, and haul routes.

3) Utilities including air, power, and water lines; fire hydrants; and compressor station.

4) First-aid and medical facilities.

5) Areas for processing, storing, and disposing of waste materials from construction operations.

6) Temporary fences.

b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to

Columbia Basin Project, Washington

Use of Site 01 14 10 - 2 jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.

c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.

d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.

2. Submit revised drawings of changes in use of Government land made during design and erection stages or made after use of Government land is in operation.

C. RSN 01 14 10-2, Photographs:

1. Submit date stamped photographs of areas to be utilized for this project prior to mobilization, and within 24 hours of demobilization.

a. Include photographs showing any pre-existing damaged areas prior to mobilization.

1.04 PROJECT CONDITIONS

A. Government land as shown on drawings may be used for required construction facilities.

B. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.

C. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of COR.

D. Do not interfere with work of other contractors or the Government in vicinity, or with reservations made by the Government for use of such land.

E. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by COR.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 CLEANING

A. Construction Equipment:

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Use of Site 01 14 10 - 3

1. Before bringing on site, clean construction equipment to remove dirt, vegetation, and other organic material to prevent introduction of noxious weeds, and invasive plant and animal species.

2. Contractor cleaning procedures shall result in equipment being cleaned as well or better than the procedures described in Cleaning Manual.

3. COR will inspect construction equipment following procedures described in Cleaning Manual before allowing equipment onsite.

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition they were in prior to Contractor mobilization.

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Use of Site 01 14 10 - 4

Columbia Basin Project, Washington

Work Restrictions and Limitations 01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS AND LIMITATIONS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in Price Schedule for other items of work.

1.02 WORK RESTRICTIONS AND LIMITATIONS

A. Allowable construction periods:

1. Refer to Section H for requirements.

B. Allowable Work Hours: 6:30 am to 5:00 pm, Monday through Thursday.

1. Other work hours may be available. Coordinate with COR for alternate work hours.

2. Deliveries are restricted to Mondays through Thursdays from 7:00 am to 3:30 pm unless approved by COR 72 hours in advance.

C. No construction or other onsite work during the following holiday weekends and individual holidays:

1. Memorial Day: Friday before through Memorial Day.

2. Juneteenth Day.

3. Fourth of July: Day before through the following Monday.

4. Labor Day: Friday before through Labor Day.

5. Columbus Day.

6. Thanksgiving Day.

7. Christmas Day.

8. New Year’s Day.

9. Martin Luther King Day.

10. Presidents Day.

D. Include plans for safety of the public in the safety plan and traffic control plan submittals.

Refer to Sections 01 35 20 – Safety and Health and Section 01 55 20 – Traffic Control for plan requirements.

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Work Restrictions and Limitations 01 14 12 - 2

E. See Section 01 57 20 – Environmental Controls regarding project environmental requirements and limitations.

PART 2 PRODUCTS

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PART 3 EXECUTION

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Interruption of Service 01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include cost in prices offered in the Price Schedule for items of work for which interruption of services are required.

1.02 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

B. RSN 01 14 30-1, Interruption of Service Request:

1. Area where work will be done (by number or other description).

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

7. Information indicating that required materials are on site or data indicating shipping dates of materials not on site.

1.03 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with COR:

1. Coordinate work with Government operations.

2. No specific interruption of service request will be considered unless:

a. COR has reasonable assurance that materials and equipment required for work will be onsite.

b. Contractor will be prepared to perform work on date and during period of time requested for specific interruption of service.

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Interruption of Service 01 14 30 - 2

3. Allowable time and available interruption of service periods will govern interruption of service requests, work scheduling, onsite delivery of materials, and required drawings and data submittals.

4. Interruption of service scheduling will depend upon power demand requirements and related operating conditions.

a. Interruption of services may be scheduled during off-peak periods, nights, or weekends.

b. Government reserves right to schedule interruption of services for any period during 24-hour day, any day of week.

c. Contractor will be informed of type of interruption of services available and restrictions prior to start of construction.

B. When work cannot be performed during an approved interruption of service period, notify COR that interruption of service is not required.

C. Show construction interruption of services greater than 4 hours in construction schedule.

PART 2 PRODUCTS

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PART 3 EXECUTION

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END OF SECTION DRAFT

Columbia Basin Project, Washington

Contract Document Management System 01 31 30 - 1

SECTION 01 31 30

CONTRACT DOCUMENT MANAGEMENT SYSTEM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Contract Document Management System:

1. Payment: Lump sum price offered in the Price Schedule.

1.02 DEFINITIONS

A. CDMS: Contract Document Management System.

1. Contract Documents include, but are not limited to:

a. Specifications.

b. Contract Drawings.

c. Submittals.

d. RFCs : Request for Change (Contractor generated document).

e. RFIs: Request for Information (Contractor generated document).

f. RFPs: Request for Proposal (Government generated document).

g. CMs: Contract Modifications.

h. Contractor Proposals.

i. Value Engineering Proposals.

j. Government Inspection Reports.

k. Invoices and Progress Payments.

l. Contract Schedules.

m. Meeting Agendas and Meeting Minutes.

n. Letters and Memos.

1.03 SUBMITTALS

A. Submit in accordance with Section 01 33 00 - Submittals.

B. RSN 01 31 30-1, Approval Data:

1. System provider experience, number of systems operating, references.

2. Documentation of system capabilities.

3. Instructions for system use.

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Contract Document Management System 01 31 30 - 2

C. RSN 01 31 30-2, Final Data:

1. DVD or CD of documents uploaded to CDMS.

1.04 QUALIFICATIONS

A. System provider: At least 5 years successful performance in providing required services.

1.05 CDMS REQUIREMENTS

A. CDMS shall be capable of generating, storing, tracking, categorizing, and managing Contract Documents.

B. Access:

1. Web-based:

a. Contract Documents are stored and accessed by authorized individuals via an internet site.

b. Compatible with web browsers MS Edge, Apple Safari, Mozilla Firefox and Google Chrome.

2. Ability to upload Contract Documents and make available for user download in supported file formats, minimum:

a. Adobe Acrobat.

b. MS Word.

c. MS Excel.

d. MS Project.

e. Oracle Primavera P6 Project Manager.

f. Autodesk AutoCAD Civil 3D.

3. Allow Contract Documents to be prepared by the Contractor or by Government.

a. Preparing organization will control access of documents. See Document

Security and Backup paragraph below.

4. Contractor and Government shall each have a project manager for CDMS.

a. Each project manager shall have capabilities to assign users within their organization and to assign user rights which control access to documents based on user class and document type.

b. Each organization shall be capable of defining its access hierarchy.

c. Inclusion of users will be prerogative of organizational project manager.

d. Government shall be able to create and modify project properties (i.e.

Contractor, project location, description, bid amount, project directory, etc).

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Contract Document Management System 01 31 30 - 3

5. Email notifications shall be automatically sent to selectable users when new documents are submitted and available for viewing, or alerts are generated.

Examples:

a. Updates to project information (e.g. entry of a new submittal);

b. Changes to project information (e.g. approval of a submittal);

c. Alerts (e.g. submittal under review for greater than 15 days without action).

6. Ability to link files; examples:

a. RFP linked to a CM.

b. Submittal linked to a Specification Section or Drawing.

C. Reports:

1. Generate reports that list and sort documents by status, examples include:

a. Submittals that have been approved.

b. Invoices paid to date.

c. RFIs under review.

2. Generate alerts when documents requiring action approach or exceed allowable time.

3. Generate customizable summary reports, examples include:

a. Submittal Turn-around.

b. RFI Turn-Around.

c. CM Processing Turn-Around.

d. Total CM costs.

e. Total CM Request Exposure.

4. Reports shall be printable, exportable as searchable pdf or printer friendly HTML, and exportable to Excel, XML, or CSV.

5. Ability to link from an item in a report directly to item by clicking on it.

a. For example: in a submittal report, clicking on a submittal that is 15 days old takes you directly to information on that submittal.

6. Capable of producing a complete and logically organized set of documents within

CDMS in both pdf and xml format.

D. Document Security and Backup:

1. SSL encryption for secured data exchange between browser and server (Secure access to documents and information).

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Contract Document Management System 01 31 30 - 4

2. Allow document access security until authoring party chooses to share it with others.

a. Show parties that have access to a document.

b. Extent of document sharing shall be determined by authoring party.

c. Once documents are shared, track documents so that changes cannot occur without a record of changes.

3. Backup/Archiving to FTP site of documents to which an organization has access on a regular (minimum monthly) basis.

a. Backups shall be in pdf format.

4. Documents shall be downloadable to FTP sites where Government and other organizations can each access their own data confidentially.

E. General Tracking and Control:

1. Documents shall be grouped into categories (Submittals, RFC, RFI, RFP, CM, Payments, Daily Inspection Reports, Meeting Minutes).

2. CDMS shall track:

a. When documents were received or returned, as well as status of documents (e.g. Under Review; or Returned, Approved or Rejected, etc.).

b. Document changes including who entered or changed document and date change was made.

c. When a reviewer has opened an item.

F. Submittal Tracking and Control:

1. Ability to create master list of submittals (“Schedule of Submittals”).

2. Supply standard submittal form for entering information. CDMS shall allow customizing of standard submittal form. Contractor shall be able to enter submittal summary information (required submittal number, title, description, due date, and specification section shall be required fields) and then upload submittal data in electronic format.

3. Track date received, date response due, date returned, and approval status.

a. Status designations may be modified to fit Government standard designations - A/AAN/PAR/NA/ACK (Approved/Approved As Noted/Partially Approved - Resubmit/Not Approved/Acknowledged).

4. Supply Submittal Tracking form for Government to enter review comments and action taken. CDMS shall allow customizing of submittal tracking form.

a. Allow for Government to route submittal to third parties by generating design-review transmittals with each submittal package item, to track status of individual sub-items within submittal package, and to route each sub-item to appropriate reviewers.

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Contract Document Management System 01 31 30 - 5

5. Ability to generate automatic notification after specified days without response.

G. RFI Tracking and Control:

1. Supply standard RFI form to enter information.

2. Ability to create or attach documents to the RFI form or links to other documents within CDMS.

3. Ability for Government to route RFI to appropriate reviewers and for reviewers to enter comments into standard response form.

H. Inspection Reports Tracking and Control:

1. Ability to attach Government standard inspection and report forms into CDMS and ability to create customizable inspection forms in CDMS. Typical forms:

a. Daily Inspection Report (DIR).

b. Survey requests.

c. Plant inspection reports.

d. Testing reports.

2. Ability to link or attach photos to forms and link forms to other documents within

CDMS.

I. Contract Modifications:

1. Supply standard Contractor Proposal form with ability to attach documents and link to other documents within CDMS.

2. Supply ability to upload Government’s standard CM form and RFP forms, or create an acceptable alternative, to enter information.

3. Ability to attach documents to these forms, and link to other documents within

CDMS.

4. Ability for Contractor to respond to RFP and CM form with Cost & Time impacts.

5. Ability to track date CM issued and date responded, with automatic notification after specified days without response.

J. Cost Tracking and Payment Request Management:

1. Ability to import payment bid items cost from a MS Excel spreadsheet.

2. Ability to edit percent complete and payment amount each month. Format to be spreadsheet, e.g. items available for editing at once, rather than needing to edit one item at a time, save, open next item and edit that, etc.

K. Correspondence:

1. Ability to generate letters and memos.

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Contract Document Management System 01 31 30 - 6

a. Ability to attach documents to letters and memos, and to reference other documents within CDMS.

b. CDMS shall ability automatically assign sequential numbers to letters and memos.

2. Ability to generate responses to letters and memos.

a. System automatically generates memo suffixes, e.g. 1st response to Memo

32 to be 32.1, 2nd response to be 32.2, etc.

3. Official correspondence from Government to Contractor shall contain

Government’s official letterhead and corresponding logos.

4. Ability to generate meeting agendas and meeting minutes and to attach documents to minutes.

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls. Ability to:

1. Generate reports tracking RFCs, RFIs, RFPs, CMs, Submittals, Payments, Memos, DIR’s, survey requests, plant inspection reports and testing reports.

2. Filter logs based on criteria:

a. Submittals: Specification Section, Days Out, Status (A/AAN/R&R/

ACK/RWR).

b. RFI’s: Days out, Status (Open/Closed), Specification Section/Dwg No., Responsibility/Ball-In-Court.

3. Sort Logs based on a criteria, e.g. for Submittal, Specification Section, Days Out, Status, or other criteria determined by the COR.

4. Supply forms to match Government’s CM Form and Progress Payment Form or other forms when needed.

5. Track Cost Exposure with links to RFI and CM requests.

6. Measure productivity benchmarks on a project such as computing average review days for RFIs and submittals, categorize CMs, and track total CM percentages by category.

7. Keyword search of documents in database.

8. Allow online Payment Requests by Contractor.

M. Budget and Funding Source Tracking:

1. Ability to enter funding sources and assign contract line items to multiple funding sources.

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Contract Document Management System 01 31 30 - 7

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 IMPLEMENTATION

A. CDMS shall be in place and operating before Contractor transmits Contract Documents to Government, except RSN 01 31 30-1, Approval Data.

1. CDMS operation includes COR, or other authorized Government representative, having program control to assign users and user rights to Government personnel to access appropriate areas of system.

B. Contractor shall input Schedule of Submittals before making submittals. Include:

1. RSNs listed in Table 01 33 00A - List of Submittals.

2. Scheduled submittal date.

C. Contractor shall provide a report of submittal status monthly or as requested by COR.

Submittal status report shall be in a table format and include:

1. Required Submittal Number (RSN).

2. Section Title.

3. Submittal Title.

4. Date Submitted.

5. Date of Response.

6. Approval Status (Approved-Complete, Approved as Noted - Resubmit, Received, Not Approved).

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

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Contract Document Management System 01 31 30 - 8

Columbia Basin Project, Washington

Construction Program 01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

1. Developing Cost-Loaded Baseline Schedule: Include in lump sum price offered in the Price Schedule for Mobilization and Preparatory Work.

2. Updating and Using Cost-Loaded Construction Program: Include as part of

Contractor’s overhead.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling

Manual, 2004

1.03 DEFINITIONS

A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.

B. Project Calendar(s): Cross reference of numerical work days with calendar days. Project calendars serve as the basis for day/date conversion and assign work days and non-workdays.

C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.

D. CLIN: Contract Line Item Number

E. Out of Sequence Work: An activity that starts before its predecessor activities are completed.

1.04 SUBMITTALS

A. Submit the following in accordance with Section 01 33 00 - Submittals.

1. Furnish database files in format compatible with Oracle Primavera P6

Professional Project Management (release 6.2 or newer).

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Construction Program 01 32 10 - 2

2. Upon request, provide information and data used to develop and maintain the Construction Program to the CO.

B. RSN 01 32 10-1, Representative Information:

1. Designation of authorized representative to develop and maintain Construction

Program. Include resume with training and experience.

C. RSN 01 32 10-2, Baseline Schedule:

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project in portable document format (.pdf).

d. Primavera layout file (.plf).

e. Cash flow reports.

f. Activity value report.

g. Activity report including logic constraints consisting of predecessors, successors, and constraint dates.

h. Tabular listings of resources and resource limitations used to produce baseline schedule. Correlate resources with schedule assumptions and offered price. Resource listings may be independent of schedule database.

i. Narrative explanation of project schedule development. Include impacts of resource limitations and weather conditions on project schedule development. Include planned number of work hours per day and hours per day for subcontractors.

D. RSN 01 32 10-3, Updated Schedule:

1. This submittal is required for a proper invoice for progress payments.

2. Include:

a. Construction Program database with updated activity and milestone data.

b. Definition of project calendars if revised from baseline calendars.

c. Primavera layout file (.plf).

d. Gantt chart (Bar chart) for project in portable document format (.pdf).

e. 30-day look-ahead report listing activities and milestones that are scheduled to start, finish, or continue during the next 30-day period.

f. Narrative report specifically stating status of project.

1) When negative float exists, cite specific actions and conditions which caused "behind schedule" condition and provide proposed course of action to complete the project within the specified

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Construction Program 01 32 10 - 3 delivery time. When float changed from previous month’s updated schedule, explain reason for change.

2) List of Contractor-initiated changes to current schedule stating reason for action taken and unresolved issues relating to the Construction Program. Government reserves the right to reject Contractor-initiated changes to current schedule which negatively impact Government action which was initiated on the basis of current schedule.

3) Discuss contract milestones and significant activities that were started, continued, or completed during the update period or scheduled during the next update period.

g. Submittal Register:

1) Include all submittals as listed in Table 01 33 00A.

2) Register fields shall include RSN name and number, date submitted, date of response, status (e.g., approved, not approved, resubmittal required).

3) Update Submittal Register monthly to include submittals and revised submittals.

4) This register document is separate from scheduling database.

h. Cash flow reports.

i. Activity value report.

E. RSN 01 32 10-4, Time Impact Analysis:

1. Include:

a. Construction Program database with proposed revised activity and milestone data.

b. Proposed revised schedule due to change or delay. Highlight or list added, changed, or deleted activities.

c. Primavera layout file (.plf).

d. Gantt chart (Bar chart) for project in portable document format (.pdf).

e. Narrative report explaining results and conclusions.

1.05 QUALIFICATIONS

A. Representative: Experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules. Experience shall include scheduling for at least two other projects of comparable complexity and Primavera P6 training offered by certified instructors.

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1.06 GENERAL

A. Develop, maintain, and use approved Construction Program to plan, monitor, evaluate, and report accomplishment of work.

1.07 SCHEDULES

A. Prepare construction schedules using Critical Path Method outlined in AGC Manual. Use a computer software program to perform mathematical analysis of scheduling data.

1. Prepare schedule based on required sequence and interdependence of activities.

Logically sequence activities.

2. Prepare detailed activity network for accomplishing required work organized by

Work Breakdown Structure (WBS). Utilize WBS in lieu of activity codes for organization of schedule. If activity codes are utilized in addition to WBS, use unique activity code names assigned as project codes rather than global codes.

3. Activities except “Award” shall have predecessor activities and activities except “Contract Complete” shall have successor activities.

4. Meet contract requirements; milestone(s) in accordance with the clause at FAR 52.211-10, Commencement, Prosecution, and Completion of Work; and relevant clauses and specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in contract documents.

5. Include work of subcontractors, Government interfaces, and contract milestones.

6. Schedule activities to occur as early as possible without unwarranted constraints.

7. Adjust Construction Program/schedule for seasonal weather conditions. Provide a narrative explaining the expected weather and plan for incorporation in schedule.

Consider work influenced by high or low ambient temperatures or precipitation.

Utilize Primavera P6 calendars to depict historical weather days that impact work.

Assign weather calendars to work impacted by weather.

8. Reference activities to contract line item number (CLIN) and specification section identified in the Schedule using user-defined fields.

9. Define activities to level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by CO.

a. Durations for administrative activities (e.g., submittals and reviews), fabrication, manufacturing, and typical level of effort activities (e.g., dewatering, storm water management) will not be subject to workday duration limitation.

10. Include separate activities for submittal preparation and submittal reviews as identified by Required Submittal Number (RSN) as listed in the Submittal Requirements for submittals identified by “Yes” in column labeled “CP” of the table. Assign Government submittal review activities to a seven-day calendar

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Construction Program 01 32 10 - 5 with durations as specified in Section 01 33 00 - Submittals. Include RSN in activity description.

11. Include separate activities for fabrication or manufacturing when work involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR.

12. Include contract title, contract number, and Contractor’s name on transmittal cover sheet and each sheet of Gantt chart.

13. For each activity on Gantt chart, display activity identification number, activity description, planned or original duration, start date, finish date, total float, and calendar identification. Do not display early start and late start fields.

14. Include table of abbreviations used in the schedule, listed and defined alphabetically.

15. Use finish to start logic relationships between activities. Do not utilize start to start, finish to finish, or start to finish logic relationships. Do not use negative lead or lag times.

16. Use durations in units of whole workdays.

17. Provide best estimate of time required to complete activity considering quantity of work, work conditions, location of work, and planned resources for activity.

18. Equate durations of Government reviews and other identified actions to maximum number of calendar days specified in their respective paragraphs.

19. Establish workday calendar(s) and use these in the schedule to translate activity's workday duration into calendar dates. Use unique calendar names; do not use software default calendar names. Save calendars as project calendars, not global calendars.

B. Cost-Loading Schedule:

1. Cost loading is defined as Contractor earnings based on payments from

Government to contractor.

2. Input contract values as a resource in Primavera P6 database.

3. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment statements in specifications.

4. Assign values to appropriate activities. Total of activity values equal total contract value. Every activity does not require a value. Examples of activities that typically have no value are submittals, submittal reviews, and manufacturing.

5. Include separate schedule activities to properly depict correct amount and timing of payment, if necessary, such as Deliver activities.

6. Generate Cash flow reports showing estimated monthly earned value of activities.

a. Report showing each activity cash flow for project duration.

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b. Report showing cumulative monthly cash flow for project duration.

7. Generate Activity value report showing value of each activity.

8. Assign contract values for contract modification activities.

C. Baseline Schedule:

1. Represents Contractor’s as-planned approach to accomplishing the work. Do not include actual start dates, percent completes, or actual finish dates.

D. Updated Schedule:

1. Meet monthly with COR at Government’s project office, or at a location approved by the COR, to review progress made to end date of progress payment period.

Establish dates that activities were started and completed and remaining duration or percent complete for each activity started but not completed during the period.

a. Discuss and mutually agree upon changes to the schedule.

b. Out-of-sequence activities are not allowed. Revise logic to reflect change in work plan.

c. Finalize updated Construction Program database with mutually agreed upon changes.

2. Following receipt of executed contract modification, incorporate activity data stipulated in modification into current schedule for inclusion in next scheduled progress update. Provide appropriate logic relationships for revised activities.

3. Assign a unique project file name for each schedule update.

1.08 TIME IMPACT ANALYSIS

A. Provide time impact analysis for contract changes, proposed modifications, or value engineering change proposals to support a claim or request for equitable adjustment to the contract due to a delay or accelerated schedule.

B. The CO may use time impact analysis to determine if time extension or reduction to contract milestone dates is justified.

1. Time impact analysis is required for contract changes whether the Contractor’s current schedule milestone dates are the same as, earlier than, or later than, those required under the contract.

2. Changes, additions, or deletions to activities; activity durations; activity time frames; or activity predecessors and successors will not automatically determine that extension or reduction of contract time is warranted or due the Contractor.

3. Time extensions for performance will be considered only to the extent that the Contractor’s current scheduled milestone dates exceed contract milestone dates.

C. Float is not for exclusive use by or benefit of either the Government or the Contractor.

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D. Prepare a single time impact analysis for modifications issued after Notice to Proceed (NTP) and prior to approval update.

E. Perform time impact analyses using data in most recent approved schedule update prior to change or delay event.

1. Prepare proposed revised schedule and narrative description describing and highlighting changes or delays.

2. Prepare summary comparing results of two schedule analyses: One using current schedule data from last approved updated schedule prior to event requiring analysis, and one using proposed schedule data incorporating changes or delays.

a. Show contract milestones and activities whose periods of performance have shifted as result of change which affects production and/or manufacture schedules, material orders, construction seasons, and labor and/or equipment utilization.

b. For activities directly affected by change or delay, include the current and proposed items:

1) Activity description.

2) Types and quantities of major pieces of equipment, principal manpower, and pacing materials (materials that affect activity start, duration, or finish).

3) Activity duration.

4) Narrative containing rationale used in developing the proposed logic relationships and activity data.

c. Data date for impacted schedule used in comparison is the same as approved updated schedule data date.

d. Base schedule comparisons on status of work and available float at time the CO directs or proposes change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs as shown in approved updated schedule.

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

1. Submit within 21 calendar days after Notice to Proceed (NTP).

2. Within 21 calendar days after receipt of baseline schedule:

a. CO will approve or disapprove the proposed baseline schedule.

b. Upon request from the CO, meet with COR for a joint review of the proposed baseline schedule.

c. If schedule is not approved, revise and resubmit within 10 calendar days following the date of the rejection letter.

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3. Notice to Proceed will not be issued until approval of the baseline schedule.

B. Updated schedules:

1. Submit updated schedule monthly.

2. Submit updated schedule at least seven days prior to the submission of each invoice request for progress payment.

3. If the updated schedule is disapproved, revise and resubmit updated schedule within seven days following the date of the rejection letter.

4. The Contractor shall schedule a pre-submittal meeting with the COR each month to review a draft updated schedule prior to the Contractor submitting RSN 01 32 10-3, Updated Schedule.

C. Failure to include elements of the work in schedule will not release Contractor from completing required work under the contract.

D. Performance will be evaluated by the Government using the approved CPM schedules.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

END OF SECTION DRAFT

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SECTION 01 33 00

SUBMITTALS

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

1. Include in prices offered in the Price Schedule for other items of work.

1.02 DEFINITIONS

A. Days: Calendar days.

B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.

C. Submittal Types, as listed in Table 01 33 00A - List of Submittals:

1. A - Approval:

a. Government will respond as to adequacy of submittal.

b. Approval Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction.

2. I - Informational:

a. The Government will acknowledge receipt of Informational submittals.

b. The Government may reject an Informational submittal when the submittal does not comply with the contract. The Contractor shall correct mistakes or deficiencies in rejected Informational submittals and resubmit as an Approval type submittal for Government approval.

c. Informational Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-21, Specifications and Drawings for Construction, except that approval by the Government is not required.

D. Drawings: As used in this Section, means ‘shop drawings’ as defined in Clause FAR 52.236-21, Specifications and Drawings for Construction, excluding incidental device or component drawings intended as, or a part of, the manufacturer’s technical catalog data.

1.03 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-20 Decimal Inch Drawing Sheet Size and

Format

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B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-14 United States National CAD Standards, Version 6

1.04 SUBMITTAL REQUIREMENTS

A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.

B. General:

1. Prepare in English.

2. Label with contract number and title, and RSN.

3. Measurement Units: US Customary Units.

4. Provide a unique transmittal number for each submittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

b. Contractor or supplier’s title and drawing number.

c. Date.

2. Reserve 3- by 3 inch space next to title block for review stamps.

3. Print Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.

4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.

a. Computer drafted drawings:

1) In accordance with NIBS NCS.

2) Electronic file format: Compatible with AUTOCAD, Version

2018 or better.

3) Compile using “eTransmit” utility in AUTOCAD.

b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.

5. Drawings Designated as “Government Format” in Specifications:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Title block and sheet format:

1) As shown on standard drawing 40-D-7102.

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2) Government will provide template.

3) Government will provide specific title block information to be used.

6. Final Drawings:

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template.

c. Show as-built changes, including revision dates, made during installation.

Indicate changes by clouding.

d. Electronic files: On CD or DVD discs.

D. Product Data:

1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.

a. Identify manufacturer's name, type, model, size, and characteristics.

b. Illustrate that product or equipment meets requirements of specifications.

c. Mark items to be furnished in a manner that will photocopy (no highlighter).

d. Strike through items that do not apply.

E. Certifications:

1. Certifications by a Registered Professional: Signed and sealed by registered professional.

2. Manufacturer’s Certifications: Signed by authorized representative of manufacturer.

F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD or DVD discs.

1) Bookmark longer files to assist in navigating files.

2. Contents:

a. Parts identification lists, lists of special tools, and accessories.

b. Schematics and wiring diagrams.

c. Detailed instructions for installing, operating, lubricating, and maintaining equipment.

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d. As-built drawings, photographs, and test records or reports if required by the specifications.

G. Photographs:

1. When requested.

2. Each COR requested view.

a. Include contract number, name of equipment and view title.

3. Format:

a. Digital Photographs on CD, DVD, or SDHC card in jpeg format. Ten Megapixels minimum. With accompanied prints if requested and of a size requested by the COR.

b. Prints only: Only if specifically requested.

1) Professional quality 8-inch by 10-inch color for each listed view.

2) Identify with adhesive labels on back.

a) Include contract number, name of equipment and view title.

b) Do not type directly on back of photograph.

H. Samples Submittals:

1. Label with complete manufacturer's product identification.

2. Include type and quantity of materials specified in the referenced section in each

“set” of samples.

3. Samples: Representative of product to be installed.

4. Label each sample with contract number and title.

1.05 SUBMITTALS PROCEDURES

A. Submit only checked submittals. Submittals without evidence of Contractor's approval will be returned for resubmission.

B. Submit complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.

C. Submit sets specified in “Sets to be sent:” column in Table 01 33 00A – List of Submittals.

1. Submittals identified with “CDMS” in the “Sets to be sent” column shall be submitted electronically in accordance with Section 01 31 30 – Contract Document Management System.

D. Include the following information in transmittal letters:

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Submittals

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1. Contract number and title.

2. RSN for each attached submittal.

3. Responsible code.

4. Number of sets for each RSN.

5. Identify submittal as initial or resubmittal.

E. Resubmittal of submittals not approved:

1. Mark changes such that they are readily identifiable and show revision date.

2. Describe reasons for significant changes in transmittal letter.

3. Resubmit returned submittals within 28 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

1.06 REVIEW OF SUBMITTALS

A. Time Required:

1. Submittal review will require 21 days for review of each submittal or resubmittal, unless otherwise specified.

B. Time in Excess of Specified:

1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.

a. Time extension will be to extent that excess review time caused delay to contract completion date.

b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.

c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.

2. No time extension will be allowed if Contractor fails to make complete approval submittals in sequence and within time periods specified.

3. Adjustment for delay will be made only to the extent that:

a. Approval was required under the contract, and,

b. Requests for approval were properly and timely submitted and were approved.

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at

FAR 52.242-14, Suspension of Work, however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

01 33 00 - 6

C. Return of Submittals:

1. Return of submittals will be by CDMS response or hard copy, as applicable.

2. Approval Submittals: Will be returned either approved, approved with comments or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of CO…