Attachment_1_Specifications.pdf

U.S. Department of the Interior APRIL 2024

Fire Break Canal Pump Station Topock Marsh Colorado River Front Work and Levee System

Lower Colorado Region 8

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FIRE BREAK CANAL PUMP STATION

Colorado River Front Work and Levee System

FOREWORD

Work is located at Topock Marsh Fire Break Canal, within the Havasu National Wildlife Refuge, approximately 9.0 miles southeast of Needles, California, just across the Colorado River in Mohave County, Arizona.

Work is the construction of a 60 cfs pumping station. Principal components for the Pumping Plant include installation of 2-Archimedes Screw Pumps, concrete substructure for pumping plant, pile driving, slide gates, dewatering, electrical system, scada and access road.

Principle components for the Fire Break Canal Outlet Modifications include solar power electrical system, concrete slab, chain link fence, and removal of manual slide gate actuators to be replaced with motor controlled slide gate actuators.

PRE-BID SITE VISIT: A PREBID SITE VISIT WILL BE HELD ON {insert date}, {insert location}, BEGINNING AT {insert time}. PROSPECTIVE BIDDERS SHOULD MAKE

ARRANGEMENTS BY CONTACTING [ ]AT THE TELEPHONE NUMBER LISTED

ABOVE. ATTENDEES ARE TO PROVIDE AND WEAR SAFETY BOOTS, HARD

HATS, SAFETY VESTS.

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 https://intra.usbr.gov/safety/rshs/ WHICH IS APPLICABLE TO WORK UNDER

THIS CONTRACT, SEE CLAUSE AT "WBR 1452.223-81 SAFETY AND HEALTH."

Colorado River Front Work and Levee System Solicitation No.

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES

FIRE BREAK CANAL PUMP STATION

TOPOCK MARSH

COLORADO RIVER FRONT WORK AND LEVEE SYSTEM

B.1 PRICE SCHEDULE

(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 Price Schedule are estimated quantities for comparison of offers 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 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 $

3 03 15 16 Modular Seals For the lump sum of $

4 03 15 17 Hydrophilic Strip Waterstop lin ft $ $

5 03 20 32 Drilling Holes for Anchor Bars and Epoxy Grouting Bars in Place lin ft $ $

B - 2

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

6 03 30 00 Cast-in-Place Concrete 500 yd3 $ $

7 05 31 00 Metal Decking For the lump sum of $

8 05 50 00 Miscellaneous Metalwork For the lump sum of $

9 25 00 01 System Control and Monitoring

For the lump sum of $

10 26 05 10 Conductors and Cables For the lump sum of $

11 26 05 26 Grounding and Bonding For the lump sum of $

12 26 05 33 Raceways and Boxes For the lump sum of $

13 26 24 16 Distribution Panelboards For the lump sum of $

14 26 24 30 Control Panels and Motor Starters

For the lump sum of $

15 26 27 40 Wiring Devices For the lump sum of $

16 26 42 13 Galvanic Anode Cathodic Protection System for Intake Slide Gates

For the lump sum of $

17 26 56 60 Exterior Luminaires For the lump sum of $

18 31 03 33 Dewatering System Design For the lump sum of $

19 31 03 33 Dewatering System Materials For the lump sum of $

20 31 03 33 Dewatering System Installation and Removal

For the lump sum of $

21 31 03 33 Dewatering Operation For the lump sum of $

22 31 03 33 Observation Well Materials, Installation, and Removal

For the lump sum of $

23 31 03 33 Unwatering System Materials, Installation, Operation, and Removal

For the lump sum of $

24 31 23 11 Earthwork for Foundations yd3 $ $

25 31 23 11 Structural / Embankment Backfill yd3 $ $

B - 3

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

26 31 23 22 Excavation for Pipe yd3 $ $

27 31 23 22 Compacting Backfill in Pipe Trenches yd3 $ $

28 31 23 70 Controlled Low Strength Material (CLSM) yd3 $ $

29 31 25 10 Silt Fence For the lump sum of $

30 31 25 10 Straw Wattles For the lump sum of $

31 31 32 32 Geotextile yd2 $ $

32 31 62 00 Steel H-Piles lin ft $ $

33 31 62 16 Steel Sheet Piles ft2 $ $

34 32 15 10 Gravel Surfacing ton $ $

35 32 31 10 Chain Link Fence lin ft $ $

36 33 09 12 Flow Measuring Equipment For the lump sum of $

37 33 11 14 Reinforced Concrete Pressure Pipe lin ft $ $

38 33 12 78 Furnish and Install Positive Displacement Screw Pumping Units

For the lump sum of

39 35 21 10 Trashracks For the lump sum of $

40 35 22 10 Slide Gates and Actuators For the lump sum of $

41 41 22 23 Monorail Crane For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

B - 4

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

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 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 52 10 Field Office 01 55 00 Vehicular Access and Parking 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 57 35 Oil Spill Prevention 01 60 00 Product Requirements 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents 01 91 13 Commissioning and Testing

DIVISION 03 - CONCRETE

03 11 10 Concrete Forming 03 15 16 Modular Seal 03 15 17 Hydrophilic Strip Waterstop 03 20 00 Concrete Reinforcing 03 20 32 Epoxy Grouted Anchor Bars 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork 03 81 10 Concrete Removal and Disposal

00 01 10 - 2

DIVISION 05 - METALS

05 31 00 Metal Decking 05 50 00 Metal Fabrications

DIVISION 08 – OPENINGS

08 31 20 Floor Access Hatches

DIVISION 09 - FINISHES

09 96 20 Coatings

DIVISION 25 - INTEGRATED AUTOMATION

25 00 01 System Control and Monitoring

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 10 Conductors and Cables 26 05 26 Grounding and Bonding 26 05 33 Raceways and Boxes 26 05 80 Wiring Checkout and Tests 26 24 16 Distribution Panelboards 26 24 30 Control Panels and Motor Starters 26 27 40 Wiring Devices 26 42 13 Submerged Galvanic Anode Cathodic Protection 26 56 60 Exterior Lighting

DIVISION 31 - EARTHWORK

31 02 10 Dust Abatement 31 03 33 Removal and Control of Water 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 02 Compacting Earth Materials 31 23 11 Earthwork 31 23 22 Pipe Trench Earthwork 31 23 39 Disposal of Excavated Materials 31 23 70 Controlled Low Strength Material (CLSM) 31 25 10 Erosion Control 31 32 32 Geotextile 31 62 00 Driven Piles 31 62 16 Steel Sheet Piles

00 01 10 - 3

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 15 10 Gravel Surfacing 32 31 10 Chain Link Fence

DIVISION 33 - UTILITIES

33 09 12 Flow Measuring Equipment 33 11 10 Pipeline General Requirements 33 11 14 Reinforced Concrete Pressure Pipe 33 12 78 Positive Displacement Screw Pumping Units

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 21 10 Trashracks 35 22 10 Slide Gates

DIVISION 41- MATERIAL PROCESSING AND HANDLING EQUIPMENT

41 22 23 Monorail Crane

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 50 Electronic Media Release 51 00 60 Dewatering and Unwatering Reports Form 51 00 65 Topock Marsh Water Level Data

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 CONTENTS

00 01 10 - 4

Summary of Work

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.01 LOCATION

A. Work is located at Topock Marsh Fire Break Canal, within the Havasu National Wildlife Refuge, approximately 9.0 miles southeast of Needles, California, just across the Colorado River in Mohave County, Arizona.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Topock Marsh Pumping Plant:

1. Jetted well dewatering system.

2. Access road.

3. Sheet pile cutoff wall and channel lining.

4. Foundation steel h-piles.

5. Reinforced concrete sump and pumping plant substructure.

6. Guardrail, gratings and supports, steel platforms, and steel equipment canopy.

7. Chain link fence.

8. Flowmeter.

9. Conveyance pipeline.

10. Archimedes screw pumps.

11. Slide gates and trash racks.

12. Electrical system.

13. SCADA system.

B. Fire Break Canal Headworks:

1. Reinforced concrete headwall.

2. Removal of hand operated slide gate actuators, installation of motor-controlled slide gate actuators.

1.03 SPECIFICATIONS REQUIREMENTS

A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.

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

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 a 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 53:

1. CO: Contracting Officer.

2. COR: Contracting Officer’s Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

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 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.

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.

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

01 14 10 - 2

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.

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. Areas on Government land which will be obliterated by permanent construction may be used where use of such land will be discontinued and construction facilities, materials, equipment, and rubbish and waste materials will be removed to avoid interference with work in such areas.

F. 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

Not Used

PART 3 EXECUTION

3.01 CLEANING

A. Construction equipment:

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 the Cleaning Manual.

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

01 14 10 - 3

3.02 RESTORATION

A. Restore Contractor use areas to pre-construction condition.

B. After completion of work, regrade and scarify Government land used for construction purposes and not required for completed installation so that surfaces blend with natural terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

01 14 10 - 4

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. 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.

C. Work Outage Window: No Construction Work shall be performed on the maintenance road or north of it between March and September, unless otherwise approved by COR.

D. Contractor shall avoid interfering with Reclamation Colorado River Front Work or any other active construction contracts or operations in the Project vicinity.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Work Restrictions

01 14 12 - 2

Trash Conveyor Structural Modifications Tracy Fish Collecting Facility Delta Division - Central Valley Project - California Solicitation No.

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 REFERENCE STANDARDS

A. Bureau of Reclamation (USBR)

1. RSHS Reclamation Safety and Health Standards including revisions posted at https://www.usbr.gov/safety

1.03 COORDINATION MEETINGS

A. Weekly Coordination Meetings:

1. Contractor shall conduct weekly coordination meeting with Government.

a. Weekly Coordination Meetings do not relieve the Contractor from the responsibility of other meetings required by the specifications.

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

3. Contractor Attendees shall include the Contractor’s project manager, superintendent, Safety Professional, and other representatives, as needed – who understand the specifications, drawings, work, schedule, technical requirements, components, and contract administration.

4. Reclamation Attendees will include the Construction Office On-site Government Representative and may include the Contract Officer’s Representative (COR), Construction Office Safety Manager, Construction Office Construction Manager, Contract Specialist (CS), Contract Officer (CO), Area Manager’s Representative, Field Offices Representative, and Regional Engineer’s and Technical Service Center’s Design Representatives as determined based on need.

5. The meeting will be convened and led by the Contractor to discuss and provide updates for the following:

a. Work Schedule to include:

1) Submittal status, due dates, delivery time frames, and questions or concerns.

https://www.usbr.gov/safety

01 31 22 - 2

2) Contractor’s progress.

3) Contractor three week look-ahead schedule.

b. Safety issues and Weekly Safety Walk.

c. Drawing questions including the status of shop drawings as required and the status of As-built drawings on a weekly basis.

d. Outages.

e. Environmental compliance.

f. Security.

g. Personnel.

h. Contract Administration:

1) Modifications.

2) Requests for Equitable Adjustment (REA’s). (Contractor generated document).

3) Requests for Changes (RFC’s). (Contractor generated document).

4) Requests for Information (RFI’s). (Contractor generated document).

5) Requests for Proposal (RFP’s).

6) Requests for Substitution's (RFS’s). (Contractor generated document).

7) Quantities and Invoices.

6. Other outstanding issues.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 IMPLEMENTATION

A. Contractor shall coordinate meeting time, place, invitation list, notifications, and teleconference access with the COR and allow adequate time for weekly safety walk prior to the Weekly Coordination Meeting.

1. Contractor shall have the capability to conduct meetings via Microsoft TEAMS or

Webex Meeting to support weekly coordination meetings, and other meetings as they come up, with attendees from multiple offices at multiple worksites.

01 31 22 - 3

B. Contractor shall prepare and distribute agendas 24 hours before each meeting.

C. Contractor shall provide a 3-week look-ahead schedule at least 2 hours before start of meeting and be prepared to discuss the look-ahead schedule meeting.

D. Contractor shall compile and distribute meeting minutes within 24-hours of the meeting.

01 31 22 - 4

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 (Reclamation generated document).

g. CMs: Contract Modifications.

h. Contractor Proposals.

i. Value Engineering Proposals.

j. Bureau of Reclamation (Reclamation) 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. Documentation of system capabilities.

2. Instructions for system use.

01 31 30 - 2

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

1. DVD, CD or other electronic device approved by Government 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: 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 Internet Explorer, 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. Portable Document Format (.pdf).

b. MS Word.

c. MS Excel.

d. MS Project.

e. Oracle Primavera P6 Project Manager.

f. Drawing (.dwg).

g. Contract Manager.

3. Allow Contract Documents to be prepared by 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.

01 31 30 - 3

d. Government shall be able to create and modify project properties (i.e., Contractor, project location, description, bid amount, project directory, etc.).

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 >15 days without action).

6. Ability to link files; examples:

a. RFP linked to a CM.

b. Submittal linked to a Specification or Drawing.

C. Reports:

1. CDMS shall generate reports that list and sort documents by status; examples:

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: 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 the 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.

01 31 30 - 4

D. Document Security and Backup:

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

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.

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, RFI, RFP, CM, Payments, Daily Inspection Reports, and Meeting Minutes).

2. CDMS shall track:

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

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

4. When reviewer has opened an item.

F. Submittal Tracking and Control:

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

2. Customizable standard submittal form for entering information:

a. Required information includes:

1) Required submittal number (RSN), title, description, and specification section.

b. Upload submittal data in electronic format.

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

a. Status designations may be modified to fit Government standard designations – Approved, approved subject to identified changes, or not approved.

01 31 30 - 5

4. Supply Submittal Tracking form for Government to enter review comments and action taken. Allow customizing of submittal tracking form:

a. Allow for Government to route submittal to third parties (e.g., consultant, internal design or operations and maintenance groups, etc.) 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 the appropriate reviewers.

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 Reclamation 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 and Time impacts.

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

01 31 30 - 6

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:

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

b. Ability to 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 Reclamation to Contractor shall contain Reclamation’s official letterhead and corresponding logos.

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

a. CDMS shall automatically assign sequential meeting numbers.

L. Miscellaneous Tracking and Controls:

1. Ability to generate logs tracking RFIs, CORs, COs, Submittals, Payments, Memos, DIR’s, survey requests, plant inspection reports and testing reports.

2. Ability to filter logs based on criteria e.g., for Submittals: Specification Section, Days Out, Status (approved, partially approved, approved subject to identified changes and resubmit, or not approved.); for RFI’s: Days out, Status (Open/Closed), Specification Section/Dwg No., and Responsibility/Ball-In-Court.

3. Ability to sort Logs based on a criterion; e.g., for Submittal, Specification Section, Days Out, Status, or other criteria determined by COR.

4. Ability to provide forms to match Reclamation’s CM Form and Progress Payment Form or other forms when needed.

5. Ability to track Cost Exposure with links to RFI and CM requests.

6. Ability to 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. Ability for keyword search of documents in database.

8. Ability to allow online Payment Requests (electronic invoicing) by Contractor.

M. Budget and Funding Source Tracking:

01 31 30 - 7

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

PART 2 PRODUCTS

A. Commercially available products having the salient characteristics of Parts 1 and 3.

PART 3 EXECUTION

3.01 IMPLEMENTATION

A. CDMS shall be in place and operating before Contractor transmits any 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 the system.

B. Contractor shall input entrees to the Schedule of Submittals before making submittals.

Include:

1. RSNs listed in List of Submittals table found in Section 01 33 00.

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, partially approved, approved subject to identified changes and resubmit, or not approved.)

7. Days in Review.

8. Due Date.

D. CDMS shall be operational until final project closeout.

01 31 30 - 8

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 prices 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 in accordance with Section 01 33 00 – Submittals:

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

Professional Project Management.

2. Furnish schedule and analysis data on CD-ROM disc.

3. 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. Construction Program/Schedule database.

2. Definition of project calendars.

3. Primavera layout file (.plf).

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

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

6. 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.

7. 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. 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 – List of Submittals.

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

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

3. Primavera layout file (.plf).

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

(.pdf).

5. 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.

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1.07 SCHEDULES

A. Prepare construction schedules using the Critical Path Method outlined in AGC Manual.

Use 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 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 narrative explaining expected weather and a 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 critical path or near critical path, or as requested by 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 critical path or near critical path, or as requested by COR

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

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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 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 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 unique project file name for each schedule update.

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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.

B. 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 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 extent Contractor’s current scheduled milestone dates exceed contract milestone dates.

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

a. 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.

1) 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.

2) For activities directly affected by change or delay, include current and proposed items:

a) Activity description.

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

c) Activity duration.

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

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3) Data date for impacted schedule used in comparison shall be the same as approved updated schedule data date.

4) Base schedule comparisons on status of work and available float at time CO directs or proposes change to the work, 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. 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 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. 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 CO that Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.

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

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PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Submittals

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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 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-20 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.

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 unique transmittal number for each submittal.

C. Drawings:

1. Minimum Identification in Title Block:

a. Contract number and title.

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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. Paper Size or Computer Drafting Paper Space: Ansi D size (22- 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 later.

3) Compile using “eTransmit” utility in AutoCAD.

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

5. Final Drawings:

a. Computer drafted.

b. Government will supply 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, or other electronic device approved by Government.

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.

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F. Manuals:

1. Copies:

a. Printed copies: Bound and indexed.

b. Electronic copies: Adobe pdf on CD or DVD discs, or other electronic device approved by Government.

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.

G. Photographs:

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

a. Identify with adhesive labels on back:

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

2) Do not type directly on back of photograph.

b. Include negatives, or digital files on CD, DVD, or other electronic device approved by Government, in .jpeg or similar format.

H. Samples and Color Selection Submittals:

1. Label with complete manufacturer's product and color 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. Xerographic sheets for color selection are not acceptable.

4. Color Chips: Sample paint chips. Ink color reproductions are not acceptable.

5. Label each sample, sample kit, set of color chips, or color chart with contract number and title.

6. Government will select architectural color and pattern after product approval.

1.05 SUBMITTALS PROCEDURES

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

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

C. Submit number of sets specified in “No. of sets to be sent to:” columns in Table 01 33 00A – List of Submittals.

D. Include the following information in transmittal letters:

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 7 days after receiving comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

F. More than 1 RSN may be submitted under a transmittal letter, provided responsible code is the same.

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.

2. Time required for review of each submittal or resubmittal begins when complete sets of materials required for a particular RSN are received and extends through return mailing postmark date.

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.

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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 action submittals in sequence and within time periods specified.

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

a. Approval was required under contract, and.

b. Requests for approval were properly and…