Solicitation_Number_140R2024R0009_1_of_4.pdf

Solicitation No. 140R2024R0009

Contract No. TBD

Tracy Fish Collecting Facility – Trash Rake Replacement

Delta Division - Central Valley Project– California South-Central California Area Office (SCCAO)

TABLE OF CONTENTS

SECTION A - Solicitation, Offer and Award Form (SF 1442)

SECTION B - Pricing Schedule

SECTION C - Statement of Work

SECTION D - Packaging and Marking

SECTION E - Inspection and Acceptance

SECTION F - Deliveries or Performance

SECTION G - Contract Administration Data

SECTION H - Special Contract Requirements

SECTION I - Contract Clauses

SECTION J - List of Documents, Exhibits, and Other Attachments

SECTION K - Representations, Certifications and Other Statements of

Offerors

SECTION L - Instructions, Conditions and Notices to Offerors

SECTION M - Evaluation Factors for Award

SOLICITATION, OFFER,

AND AWARD

2. TYPE OF SOLICITATION

6. PROJECT NO. 4. CONTRACT NO. 5. REQUISITION/PURCHASE REQUEST NO.

PAGE OF PAGES

7. ISSUED BY CODE 8. ADDRESS OFFER TO

SOLICITATION

(Construction, Alteration, or Repair)

1. SOLICITATION NO. 3. DATE ISSUED

IMPORTANT -- The "offer" section on the reverse must be fully completed by offeror.

9.

INFORMATION CALL

a. NAME b. TELEPHONE NO. (Include area code) (NO COLLECT CALLS)

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

0040639687

Bureau of Reclamation

Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Bureau of Reclamation - Interior Region 10

2800 Cottage Way, Rm. E-1815

Sacramento, CA 95825 sgjohnson@usbr.gov

Sydney Johnson 9169785656

1x

140R2024R0009

INVITATION FOR BID

REQUEST FOR PROPOSAL

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)

A. Title: Tracy Fish Collecting Facility (TFCF) Trash Rake Replacement.

B. Work Site Location: Work is located 7 miles North from the intersection of

Interstate 580 and 205, at the head of the Delta Mendota Canal near Tracy, CA. The work is in Alameda County, Contra Costa and San Joaquin Counties are adjacent to the work.

C. Magnitude of construction project: Between $5,000,000 and $10,000,000.

D. Set-aside Information: This requirement is being procured as a full and open competition (unrestricted). NAICS Code: 236220 and applicable size standard $45M

11. The Contractor shall begin performance within

12a. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

award, notice to proceed. The performance period is mandatory negotiable. (See ________________________________________________.)

13. ADDITIONAL SOLICITATION REQUIREMENTS:

a. Sealed offers in original and is not required.is, b. An offer guarantee

c. All offers are subject to the (1) work requirements, and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

(date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

d. Offers providing less than

12b. CALENDAR DAYSYES NO

(If "YES", indicate within how many calendar days after award in Item 12b.)

7 842 calendar days and complete it within ________________ ________________ calendar days after receiving

NSN 7540-01-155-3212

x x x x copies to perform the work required are due at the place specified in Item 8 by _____________ ___________________ (hour) local time calendar days for Government acceptance after the date offers are due will not be considered and will be rejected . _________________

STANDARD FORM 1442 (Rev. 12/2022)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

05/08/2024

06/10/2024________________________

17. The offeror agrees to perform the work required at the prices specified below in strict accordance with the terms of this solicitation, if this offer is accepted by the Government in writing within ____________________ calendar days after the date offers are due. (Insert any number equal to or greater than the minimum requirement stated in item 13d. Failure to insert any number means the offeror accepts the minimum in item 13d.)

14. NAME AND ADDRESS OF OFFEROR (Include ZIP Code) 15. TELEPHONE NO. (Include area code)

16. REMITTANCE ADDRESS (Include only if different than item 14.)

CODE FACILITY CODE

AMOUNTS

18. The offeror agrees to furnish any required performance and payment bonds.

19. ACKNOWLEDGEMENT OF AMENDMENTS

OFFER (Must be fully completed by offeror)

(The offeror acknowledges receipt of amendments to the solicitation -- give number and date of each)

AMENDMENT NO.

DATE.

20a. NAME AND TITLE OF PERSON AUTHORIZED TO SIGN OFFER (Type or print) 20b. SIGNATURE 20c. OFFER DATE

AWARD (To be completed by Government)

21. ITEMS ACCEPTED:

22. AMOUNT 23. ACCOUNTING AND APPROPRIATION DATA

24. SUBMIT INVOICES TO ADDRESS SHOWN IN

(4 copies unless otherwise specified)

ITEM 25. OTHER THAN FULL AND OPEN COMPETITION PURSUANT TO THE UNITED STATES CODE AT

26. ADMINISTERED BY CODE 27. PAYMENT WILL BE MADE BY

CONTRACTING OFFICER WILL COMPLETE ITEM 28 OR 29 AS APPLICABLE

(Contractor is required to sign this document solicitation is hereby accepted as to the items listed. This award consummates the contract, which consists of (a) the Government solicitation and your offer, and (b) this contract award. No further contractual document is necessary.

30a. NAME AND TITLE OF CONTRACTOR OR PERSON AUTHORIZED TO SIGN (Type or print) 31a. NAME OF CONTRACTING OFFICER (Type or print)

30b. SIGNATURE 30c. DATE 31b. UNITED STATES OF AMERICA 31c. DATE

BY

2PAGE OF

Bureau of Reclamation Mid-Pacific Region

Regional Office Division of Acquisition Services

R20

2800 Cottage Way, Room E-1815

Sacramento CA 95825-1898

Abelardo Lopez

28. NEGOTIATED AGREEMENT 29. AWARD

and deliver all items or perform all work requirements identified on this form and any continuation sheets for the consideration stated in this contract. The rights and obligations of the parties to this contract shall be governed by (a) this contract award, (b) the solicitation, and (c) the clauses, representations,certifications, and specifications incorporated by reference in or attached to this contract.

copies to issuing office.) Contractor agrees to furnish

10 U.S.C. 3204(a) 41 U.S.C. 3304(a)

STANDARD FORM 1442 (REV. 12/2022) BACK

Continued...

and return

(Contractor is not required to sign this document.) Your offer on this

ITEM NO.

(A)

SUPPLIES/SERVICES

(B)

QUANTITY

(C)

UNIT

(D)

UNIT PRICE

(E)

AMOUNT

(F)

NAME OF OFFEROR OR CONTRACTOR

3 3

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

140R2024R0009

00010 TFCF Trash Rake Monorail Structure

Product/Service Code: Z2KA

Product/Service Description: REPAIR OR ALTERATION

OF DAMS

(Price Schedule CLINS 10 through 200)

See following continutation page(s)

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

1 AU

Solicitation/Award No. 140R2024R0009 Tracy Fish Collecting Facility (TFCF)– Trash Rake Replacement Delta Division - Central Valley Project - California

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

Central California Area Office (CCAO)- California

B.1 PRICE SCHEDULES

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

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

(c) Quantities in the schedule are estimated quantities for comparison of offers only. Except as provided in the contract clause at 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 the lump sum totals.

(d) See the contract clause at WBR 1452.232-81, Payment for Mobilization and Preparatory Work, for CLIN 010.

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

10 WBR

1452.232-

Mobilization and Preparatory Work

For the lump sum of $

20 01 31 30 Contract Document Management System

For the lump sum of $

30 03 20 00 Concrete Reinforcing 9300 lbs $ $

40 03 30 00 Reinforced Structural Mass Concrete (RSMC) for Pile Caps and Spread Footings

40 cu yd $ $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

50 03 30 00 Cast-in Place Concrete 22 cu yd $ $

60 26 04 10 Demolition and Removal of Trash Rake’s Electrical System

For the lump sum of $

70 26 05 02 Complete Electrical System

For the lump sum of $

80 31 03 33 Removal and Control of Water

For the lump sum of $

90 31 23 11 Excavation for Pile Caps and Footings

78 cu yd $ $

100 31 23 11 Structural Backfill 41 cu yd

110 31 25 10 Silt Fence For the lump sum of $

120 31 25 10 Straw Wattles For the lump sum of $

130 31 62 00 Steel H-Piles 1680 lin ft $ $

140 32 12 00 Existing Asphalt and Subgrade Removal

122 cu yd $ $

150 32 12 00 Aggregate Base Course 78 ton(s) $ $

160 32 12 00 Asphaltic Concrete Pavement

100 ton(s) $ $

170 33 09 16 Water Level Measuring Devices

For the lump sum of $

180 35 21 10 Trashracks For the lump sum of $

190 35 21 70 Trash Rake For the lump sum of $

200 35 21 70 Trash Rake Demolition of Mechanical Equipment

For the lump sum of $

B - 3

TOTAL FOR PRICE SCHEDULE $____________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

This page intentionally left blank.

Tracy Fish Collecting Facility – Trash Rake Replacement Delta Division - Central Valley Project - California Specifications No. 20-C0917

Table of Contents

00 01 10 - 1

SECTION C - DESCRIPTION / SPECIFICATIONS

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work 01 14 10 Use of Site 01 14 12 Work Restrictions 01 14 30 Interruption of Services 01 31 19 Project Management and Coordination 01 31 22 Coordination Meetings 01 31 30 Contract Document Management System 01 32 10 Construction Program 01 33 00 Submittals 01 33 26 Electrical Drawings and Data 01 35 10 Safety Data Sheets 01 35 20 Safety and Health 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 46 20 Testing Agency Services 01 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 15 Protection of Existing Utilities 01 56 20 Existing Fences 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 – EXISITNG CONDITIONS

02 83 33 Recycling of Equipment with Coatings with Hazardous Materials 02 83 37 Recycling of Universal Waste

DIVISION 03 – CONCRETE

03 11 10 Concrete Forming 03 20 00 Concrete Reinforcing 03 30 00 Cast-In-Place Concrete

00 01 10 - 2

03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal and Disposal

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 26 - ELECTRICAL

26 04 10 Electrical Demolition and Removal 26 05 02 Basic Electrical Materials and Methods 26 05 20 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 80 Wiring Checkout and Tests

DIVISION 31 – EARTHWORK

31 03 33 Removal and Control of Water 31 23 02 Compacting Earth Materials 31 23 11 Earthwork 31 23 39 Disposal of Excavated Materials 31 25 10 Erosion Control 31 62 00 Driven Piles

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 00 Asphalt Concrete Repairs

DIVISION 33 - UTILITIES

33 09 16 Water-Level Measuring Devices

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 10 Trashracks 35 21 70 Trash Rake

DIVISION 51 – INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Photographs 51 02 83 Hazardous Material Survey and Analytical Results

00 01 10 - 3

DIVISION 52 - DRAWINGS

52 00 00 Drawings

DIVISION 53 – GEOLOGIC INVESTIGATIONS AND RECORDS

53 10 00 Geologic Investigations 53 20 00 Records of Geologic and Subsurface Investigations

END OF SECTION

00 01 10 - 4

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

Work is located approximately 7 miles North from the intersection of Interstate 580 and 205, at the head of the Delta Mendota Canal near Tracy, CA., work is in Alameda County, Contra Costa and San Joaquin Counties are adjacent to the work.

1.02 PRINCIPAL COMPONENTS OF WORK

A. A new automated trash rake will be furnished and installed with increased load capacity and removal capacity. The new trash rake will feature two higher capacity grippers. The existing trash rake will be removed and disposed of.

B. The new trash rake will span the existing bridge deck structure and be placed on new foundations. The system will have two gripper mechanisms that are capable of continuous operation simultaneously.

1. Included DFOW’s include but are not limited to the following:

2. Pile foundation.

3. Cast-in-Place Concrete Pile Caps.

4. Electrical work.

5. Asphalt concrete repairs.

6. Excavation and backfill.

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.

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.

Summary of Work

01 11 00 - 2

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. DFOW: Definable Features of Work.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

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 lump sum price offered in the Price Schedule for Mobilization and Preparatory Work.

1.02 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 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 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 after use of Government land is in operation.

Use of Site 01 14 10 - 2

1.03 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.

F. Contractor shall refer to drawings for equipment staging and parking areas.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Work Restrictions

01 14 12 - 1

SECTION 01 14 12

WORK RESTRICTIONS

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 WORK RESTRICTIONS

A. Allowable work hours are 7:00 am to sunset, Monday through Friday, unless otherwise approved by COR.

B. In-water work shall be performed during a period from July 1st through October 31.

1. This includes all pile driving activities.

C. The contractor is responsible for monitoring and maintaining a safe water level differential across the trashrack.

1. Safe trashrack differential is 2 ft. Water differential is not to exceed that amount.

a. Debris cleaning and removal shall be in accordance with Section - 01 74 00 - Cleaning and Waste Management.

2. Debris buildup on trashrack is very highly correlated with Nathaniel Jones Pumping Plant pumping volume.

a. Historical water demand is generally lower from April to May.

b. This typically results in lower debris load on the trashrack but is not guaranteed.

c. Water demand is not predetermined and is subject to annual and seasonal fluctuating demands from authorized water users.

D. Alternate work schedules including weekends and holidays may be allowed as approved by COR. Provide COR a written notice 14 working days in advance of proposed alternate work schedule for review and approval.

E. Equipment is not allowed within 5 ft of existing structures.

PART 2 PRODUCTS

Work Restrictions

01 14 12 - 2

PART 3 EXECUTION

Interruption of Services

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICES

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

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

2. Components and equipment requiring outages.

3. 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.

4. Commencement time of work.

5. Duration of work.

6. Number of personnel and their classification.

7. Description of equipment to be used.

8. 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.

Interruption of Services

01 14 30 - 2

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

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.

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 the construction schedule.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Project Management and Coordination

01 31 19 - 1

SECTION 01 31 19

PROJECT MANAGEMENT AND COORDINATION

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 PROJECT COORDINATION

A. The following meetings are considered significant, but do not relieve the Contractor from the responsibility of other meetings required by the specifications.

1. Progress Review Meetings:

a. Meeting shall be held weekly at the work site project office. Contractor shall prepare agenda and distribute 24 hours before the meeting.

b. Contractor shall have the capability to conduct meetings via Microsoft TEMS or Webex Meeting to support weekly coordination meetings other meetings as the come up, and discussions that may include the COR, Project Manager, WCO Contract Manager, WCO Safety Manager, Contract Specialist, and Contract Officer.

c. Contractor shall prepare and distribute meeting minutes.

d. Attendees: Responsible representatives who have been fully informed of specifications with respect to technical requirements, and coordination necessary to complete construction. Representatives shall be determined on an as needed basis and typically should include:

1) Project Manager from Contractor.

2) Field Superintendent from Contractor.

3) COR or other Representatives from Reclamation.

4) Representatives may attend by telephone and/or video conference.

e. Purpose:

1) Review, schedule, construction progress, and coordination.

a) Review submittals register, submittals currently in review and approval, and meeting submittals due dates or delivery time frames.

b) Review safety, security, environmental, schedule, project issues and concerns, submittals, contractor Requests for Information (RFI), Requests for Proposals (RFP), pending Contract Modifications, and other project related items.

Project Management and Coordination

01 31 19 - 2

c) Provide three week look-ahead schedule at least 2 hours before start of meeting.

d) Review as-built drawings.

e) Provide meeting minutes from the previous weekly meeting.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Coordination Meetings

01 31 22 - 1

SECTION 01 31 22

COORDINATION MEETINGS

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 COORDINATION MEETINGS

A. Weekly Coordination Meetings:

1. Contractor shall conduct weekly coordination meeting with Government.

2. Purpose: Review work progress, performance, issues, and contract administration with Government representatives.

3. Contractor Attendees: Contractor project manager, superintendent, and other representatives, as needed, who understand work, schedule, technical requirements, components, and contract administration.

4. Meeting will be convened and led by Contractor to discuss and provide updates for the following:

a. Work Schedule

b. Safety

c. Outages

d. Security

e. Personnel

f. Contract Administration:

1) Modifications

2) REA’s

3) RFC’s

4) RFI’s

5) RFP’s

6) RFS’s

7) Required Submittals

8) Invoices

g. Other outstanding issues

Coordination Meetings

01 31 22 - 2

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 IMPLEMENTATION

A. Contractor shall:

1. Coordinate meeting time, place, invite list, notifications, and teleconference access with COR.

2. Prepare and distribute agendas for each meeting.

3. Compile and distribute meeting minutes after each meeting.

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.

B. RFI – Request for Information.

C. RFP – Request for Proposals.

D. RFC – Request for Change.

E. PM – Project Manager.

F. CO – Contracting Officer.

G. COR – Contracting Officer’s Representative.

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.

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

1. DVD or CD of all documents uploaded to CDMS.

1.04 QUALIFICATIONS

A. The system provider shall have at least 5 years of experience in providing the services required by this Section.

01 31 30 - 2

1.05 SCOPE

A. The CDMS shall generate, store, track, categorize and manage all construction documentation. Construction Documentation includes, but is not limited to: Submittals (typically .pdf files of text documents or drawings); RFIs, RFCs, and RFPs; Contractor Proposals; Value Engineering Change Proposals; Construction Schedules; Meeting Agendas and Meeting Minutes; Correspondence; Memos and Deficiency Notices;

Contract Modifications and similar documents. Documentation may be prepared by the Construction Contractor or by Reclamation.

B. Reclamation shall be able to easily access documents and to track when documents were received or returned, as well as determine the status of the documents. Reclamation shall be able to generate reports that list and sort the documents by status as well as generate alerts when documents requiring review exceed allowable review time. Document generation shall include submittals and RFIs, responses, Meeting Minutes, RFCs, RFPs, and correspondence.

C. Documents may be generated by either the Contractor or by Reclamation. Each party needs the capability to maintain document security within its organization unless/until it chooses to share it with the other party. Once documents are shared, they shall be secured so that no changes can occur without a record of the changes being made. The CDMS shall be capable of producing a complete and logically organized set of all documents within the CDMS in both .pdf and .xml format. The documents shall be downloadable to ftp sites where Reclamation and other organizations can each access their own data confidentially.

PART 2 PRODUCTS

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PART 3 EXECUTION

3.01 REQUIREMENTS

A. Document Access:

1. Web-based document storage where all project construction documents are stored and may be accessed by authorized organizations and individuals via an internet site.

2. Accessed via Web Browser from any computer including remote sites with internet access. Compatible with Apple Safari, Mozilla Firefox, and Internet Explorer.

3. Ability to upload documents in a variety of formats including but not limited to Word, Excel, Adobe Acrobat, MS Project, Primavera 6.0 or higher, 01 31 30 - 3

AutoCad 2020 or higher, and Contract Manager, and make them available to users for download. Documents shall be grouped into separate categories.

4. Reclamation Project Manager (PM) or other authorized user shall be able to create and modify project properties.

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

6. Print and Export all reports as pdf or printer friendly HTML, also exportable to Excel, XML, or CSV.

7. Ability to link from an item listed in a report directly to that item by selecting it.

8. Ability to link files.

B. Document Security and Backup:

1. SSL Encryption for secured data exchange between the browser and server to enable secure access to all documents and information.

2. Information security within and between organizations: Documents generated within an organization shall remain secure within that organization unless/until shared with other organization(s).

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

4. Backup/Archiving to FTP site of all documents to which an organization has access on a regular (minimum monthly) basis. Backups shall be in PDF format.

5. Tracking of all data changes including who entered or changed data and date change was made.

6. Ability to tell when reviewer has opened/read an item.

C. Submittal Tracking and Control:

1. Standard submittal form shall be provided to enter information. Contractor shall be able to enter submittal summary information including but not limited to required submittal number, title, description, and specification section and then upload submittal data in electronic format (Word or .pdf).

2. Ability to create multi-item submittal packages with separate per-item review status, transmittals, and re-submittals.

3. Software shall track date received, date returned, and status. Status designations can be modified to fit Reclamation standard designations.

4. Provide Submittal Transmittal form for PM to enter review comments and action taken.

5. Allow for PM to: Route submittal to third parties by generating design-review transmittals with each submittal package item; track the status of individual sub-

01 31 30 - 4 items within the submittal package; and route each sub-item to the appropriate reviewers.

6. Ability to track the date the submittal/re-submittal was submitted and responded to, with automatic notification after specified number of days without response.

D. RFI Tracking and Control:

1. Provide standard RFI form to enter information.

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

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

E. Contract Modifications:

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

2. Provide ability to upload Reclamation’s standard Contract Modification and RFP forms to enter information.

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

CDMS.

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

F. Correspondence:

1. Ability to generate letters to or from Contractor or Reclamation, to attach documents to the letters, and to reference other documents within the CDMS.

System shall automatically assign sequential letter numbers.

2. Ability to generate responses to memos. System shall automatically generate memo suffixes, for example, the first response to Memo 32 shall be 32.1, second response shall be 32.2, etc.

3. Ability to generate Meeting Agendas and Meeting Minutes and to attach documents to the Minutes. System shall automatically assign sequential meeting numbers.

4. Official correspondence from Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

G. Miscellaneous Tracking and Controls:

1. Ability to Generate Logs Tracking: RFIs, RFCs, RFPs, Submittals, Memos, survey requests, plant inspection reports, and testing reports.

2. Ability to Filter Logs Based on Criteria; for example, for Submittals:

Specification Section, Days Out, Status; for RFI’s: Days out, Status, Specification Section/Dwg. No., Responsibility.

01 31 30 - 5

3. Ability to Sort Logs Based on Criteria, for example, for Submittal: Specification Section, Days Out, Status, or other criteria determined by the COR.

4. Ability to provide forms to match Reclamation’s Contract Modification form and Progress Payment form or other forms when needed.

5. Ability to track cost exposure with links to Requests for Information and Change Order Requests.

6. Ability to measure productivity benchmarks on a project, such as computing average review days for RFIs and submittals, categorize change orders and track total change order percentages by category.

7. Ability for Keyword Search of all documents in database.

8. Ability for CDMS Generated Notification via email to Team Members of updates to project information; changes to project information; and alerts.

9. Ability for Reclamation to create Master List of Anticipated Submittals (“Schedule of Submittals”) and require Contractor to pick from that list when submitting submittal.

H. In accordance with Reclamation Directive and Standard RCD 05-01, all information received, created, or compiled by Reclamation officials, employees, contractors, and other staff (employees) is property of Federal Government and will be maintained in accordance with established standards.

1. CDMS is not be considered as storage of official records or correspondence.

01 31 30 - 6

Construction Program

01 32 10 - 1

SECTION 01 32 10

CONSTRUCTION PROGRAM

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Costs:

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

2. Updating and Using Construction Program: Include as part of Contractor’s overhead.

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

1.03 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

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.

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

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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. Primavera layout file (.plf).

d. Gantt chart (Bar chart) for project on 11 by 17-inch print(s) and in portable document format (.pdf).

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

f. 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.

g. 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 Reports:

1. This submittal is required for a proper invoice for progress payments in accordance with the clauses at FAR 52.232-27 - Prompt Payment for Construction Contracts and WBR 1452.232-82 - Other Invoice Requirements. In accordance with subparagraph (a)(i)(A) of the clause at FAR 52.232-27 - Prompt Payment for Construction Contracts, Government disapproval of this submittal will be considered failure of the Contractor to comply with contract requirements and payment due date may be delayed until 14 days after submittal contents are approved.

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 for project on 11 by 17-inch print(s) and in portable document format (.pdf).

e. 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

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.

f. Submittal Register:

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

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

3) This register document is separate from scheduling database.

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 for project on 11 by 17-inch print(s) and 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.

1.06 GENERAL

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

01 32 10 - 4

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. 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.

7. Define activities to level of detail resulting in their durations being no greater than 20 workdays.

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.

8. Include separate activities for submittal preparation and submittal reviews when submittal addresses work that involves significant quantities, long lead times, is on the critical path or near critical path, or as requested by the COR. Assign Government submittal review activities to a seven-day calendar with durations as specified in Section 01 33 00 - Submittals. Include Required Submittal Number (RSN) in activity description.

9. 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

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

01 32 10 - 5

11. 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.

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

13. 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.

14. Use durations in units of whole workdays.

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

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

17. 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. 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.

C. 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 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 (e.g., change order, proposed modification, or value engineering change proposal) to support a claim or request for equitable adjustment to the contract due to delay or accelerated schedule.

01 32 10 - 6

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.

D. 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 shall be 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.

01 32 10 - 7

1.09 REVIEW AND EVALUATION

A. Baseline Schedule:

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

a. CO will approve or not approve proposed baseline schedule.

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

c. If schedule is not approved, revise and resubmit within 7 calendar days following date of rejection letter.

2. Do not proceed with onsite work, except mobilization and surveying, until baseline schedule has been approved by the Government.

B. Updated schedules:

1. Submit updated Construction Program schedule monthly.

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

3. If updated schedule is not approved, revise and resubmit updated schedule within 7 calendar days following date of rejection letter.

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

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

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

1.10 FAILURE TO COMPLY

A. Failure to comply with requirements of this Section shall be grounds for determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.

B. The CO may terminate the Contractor’s right to proceed with the work, or separable part of it, in accordance with default terms of this contract.

PART 2 PRODUCTS

01 32 10 - 8

PART 3 EXECUTION

Submittals

01 33 00 - 1

SECTION 01 33 00

SUBMITTALS

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 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-12 Decimal-inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

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

1.03 DEFINITIONS

A. Days: Calendar days.

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

C. CDMS: Construction Document Management System.

D. Submittals are considered “Shop Drawings” within terms of clause at FAR 52.236-21, Specifications and Drawings for Construction.

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.

01 33 00 - 2

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

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

c. Date.

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

3. 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 2020 or later.

3) Utilize BOR color table provided to ensure proper line weights.

4) Compile using “eTransmit” utility in AutoCAD.

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

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

a. Computer drafted.

b. Government will provide an electronic AutoCAD format template and color table.

c. Title block and sheet format:

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

a) Government will provide template.

b) 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.

7. Electronic Files: On CD or DVD discs.

D. Product Data:

01 33 00 - 3

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 data sheets with identifiers corresponding to specification paragraph, bill of materials, drawing detail, or other design documentation.

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

e. Strike through items that do not apply.

E. Certifications:

1. Certifications by a Registered Professional: Signed and sealed by registered professional engineer in the State of California.

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 file.

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.

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