Solicitation_No._R16PS00611_-_Madera_Canal_Headworks_Low-Flow_Valve.pdf

U.S. Department of the Interior SPECIFICATIONS Bureau of Reclamation Technical Service Center Denver, Colorado FEBRUARY 2016

Solicitation No. R16PS00611 Specifications No. 20-C0853

Madera Canal Headworks Low- Flow Valve

Friant Division – Central Valley Project, California

R16PS00611 – Madera Canal Headworks Low-Flow Valve Specifications. No. 20-C0853

TABLE OF CONTENTS

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

SECTION B - Pricing Schedule

SECTION C - Specifications/Appendices

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

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

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

CALL:

FOR

SEALED BID (IFB)

NEGOTIATED (RFP)

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 - MP Regional Office

Attn: Matthew T. Byrne, Contracting Officer 2800 Cottage Way, Rm. E-1815, Federal Bldg.

Sacramento, California 95825-1898

Matthew Byrne 916-978-5126 x

06/08/2016

R16PS00611

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

A. Title: Madera Canal Headworks Low-Flow Valve

B. Work Site Location: The work is located at Friant Dam, approximately 25 miles northeast of Fresno, California, on the San Joaquin River.

C. Site Visit Information: See Section L, FAR 52.236-27, Site Visit (Construction) -

Alt. 1

D. Estimated Price Range: The estimated cost of this project is between

$1,000,000.00 and $5,000,000.00

E. Set-Aside Information: This requirement is restricted to Total Small Business concerns using NAICS 237990 and applicable size standard of $36.5 million. FAR

Clause 52.219-06, "Notice of Total Small Business Set Aside" applies to this requirement.

11. The Contractor shall begin performance

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.)

7 380 calendar days and complete it within ________________ ________________ calendar days after receiving

07/12/2016

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. 4-85)

Prescribed by GSA

FAR(48 CFR) 53.236-1(d)

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

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 and return (Contractor is not required to sign this document.)

Your offer on this 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

Matthew T. Byrne

28. NEGOTIATED AGREEMENT 29. AWARD

Contractor agrees to furnish 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, copies to issuing office.)

10 U.S.C. 2304(c) 41 U.S.C. 253(c)

STANDARD FORM 1442 (REV. 4-85) BACK

Continued...

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

R16PS00611

FOB: Destination

Section B - Supplies and Services and Prices

"AU" - Activity Unit is used solely for the purposes of allowing progress payments under the

Department of Interior's Financial & Business

Management System (FBMS).

00010 R16PS00611 - Madera Canal Headworks Low-Flow Valve 1 AU

Pricing Schedule CLINs 1 - 6

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

Sponsored by GSA

FAR (48 CFR) 53.110

R16PS00611 – Madera Headworks Low-Flow Valve Specifications. No. 20-C0853

Price Schedule

B - 1

CONTINUATION OF

SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS

MADERA CANAL HEADWORKS LOW-FLOW VALVE

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

(e) Definitions:

(1) CLIN – Contract Line Item Number.

PRICE SCHEDULE

CLIN Section Supplies or Services Quantity and Unit

Unit Price Amount

1 WBR

1452.232-81

Mobilization and Preparatory Work

For the lump sum of $

2 03 30 00 Concrete For the lump sum of $

3 25 00 01 Control and Monitoring For the lump sum of $

4 26 05 02 Complete Electrical System For the lump sum of $

5 35 22 23 Removal of Existing Hollow-Jet Valve

For the lump sum of $

6 35 22 25 60-inch Fixed-Cone Valve with Motor Operator

For the lump sum of $

TOTAL FOR PRICE SCHEDULE $_________________

END OF SUPPLIES OR SERVICES AND PRICES/COSTS

R16PS00611 – Madera Headworks Low-Flow Valve Specifications. No. 20-C0853

Price Schedule

B - 2

This page intentionally left blank.

Madera Low Flow Valve Specifications No. 20-C0853

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 30 Interruption of Service 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 22 First Aid and Communication 01 35 30 Contractor’s Onsite Safety Personnel 01 42 10 Reference Standards 01 46 00 Quality Procedures 01 51 00 Temporary Utilities 01 54 20 Use of Government Crane 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 60 Protected Species 01 60 00 Product Requirements 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents

DIVISION 02 - EXISTING CONDITIONS

02 83 34 Manual Removal of Lead Containing Paint Coated Metal Components

DIVISION 03 - CONCRETE

03 15 15 Elastomeric Bearing Pads 03 20 00 Concrete Reinforcing 03 20 30 Epoxy Grouted Bars 03 30 00 Cast-In-Place Concrete 03 62 20 Nonshrink Grout for Equipment and Metalwork

DIVISION 09 - FINISHES

09 96 20 Coatings

Table of Contents

00 01 10 - 2

DIVISION 25 - INTEGRATION AUTOMATION

25 00 01 Control and Monitoring 25 08 10 Automation System Testing, Acceptance, and Training

DIVISION 26 - ELECTRICAL

26 05 02 Basic Electrical Materials and Methods 26 05 20 Conductors and Cables 26 05 33 Raceways and Boxes 26 60 00 Removal and Reinstallation of Electrical Connections to Valve Motor Operator

DIVISION 31 - EARTHWORK

31 03 20 Canal Backwater Barrier

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 12 22 Asphalt Concrete Pavement

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 22 23 Removal of Existing Hollow-Jet Valve 35 22 25 Fixed-Cone Valve

DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS

51 00 00 Information Available to Offerors 51 00 10 Report of Laboratory Analysis 51 00 20 Load Rating of Cottonwood Creek Bridge

DIVISION 52 - DRAWINGS

52 00 00 Drawings

END OF CONTENTS

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 Friant Dam, located approximately 25 miles northeast of Fresno, California, in Fresno County, on the San Joaquin River.

1.02 PRINCIPAL COMPONENTS OF WORK

A. Equipment:

1. Removing existing 96-inch-diameter hollow-jet valve, associated motor operator, adapter, and appurtenant parts and relocating them to a storage location on site.

2. Cleaning exposed outlet pipe flange.

3. Furnishing, installing, and testing one motor-operated 60-inch fixed-cone valve, transition, and backwater bulkhead adapter plate.

1.03 DEFINITIONS

1. CE: Construction Engineer.

2. CO: Contracting Officer.

3. COR: Contracting Officer’s Representative.

4. OGR: Onsite Government Representative.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

END OF SECTION

Summary of Work

01 11 00 - 2

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

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) Available online at:

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

1.03 SUBMITTALS

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

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

1. For each Contractor use site on Government land.

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

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

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

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

4) First-aid and medical facilities.

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

6) Temporary fences and permanent fences.

7) Access roads and gates.

8) Staging areas.

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

01 14 10 - 2 adjacent to the jobsite, which are not to be removed and which do not interfere with the 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 the 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.

C. RSN 01 14 10-2, Pre-use Video Record.

D. RSN 01 14 10-3, Post Construction Video Record.

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 facilities in use on Government land will be subject to approval of the 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 as provided:

1. Housing for guards or watchmen as approved by the COR.

F. Access for Government personnel to the powerplant and outlet works control house shall be maintained at all times during construction.

G. Cliff Swallow protection considerations.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.01 RECORDS

A. Make pre-use and post construction video of areas to be impacted by the construction.

01 14 10 - 3

1. DVD format with a minimum 720p resolution.

2. Label:

a. Contract number and title.

b. Contractor’s name.

c. Date the video is made.

d. Preface video with this information.

B. Make camera movement speed for video such that areas can be readily identified and located as approved by COR.

C. COR will be present during recording. Notify COR at least 3 days prior to recording.

3.02 RECORDS

A. Make preconstruction, post construction and post repair digital recordings of all roads to be impacted by the project.

1. Label:

a. Contract number and title.

b. Contractor’s name.

c. Date recording is made.

d. Preface video with this information.

3.03 CLEANING

A. Construction Equipment:

1. Before bringing on site, clean construction equipment and temporary facilities 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 and temporary facilities being cleaned as well or better than the procedures described in USBR Cleaning Manual, Appendix B.

3. The COR will inspect construction equipment and temporary facilities following procedures described in USBR Cleaning Manual before allowing the equipment onsite.

3.04 RESTORATION

A. Restore temporary construction roads to original 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

01 14 10 - 4 terrain and are in a condition that will facilitate revegetation, provide proper drainage, and prevent erosion.

Interruption of Service

01 14 30 - 1

SECTION 01 14 30

INTERRUPTION OF SERVICE

PART 1 GENERAL

1.01 MEASUREMENT AND PAYMENT

A. Cost:

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

1.02 SUBMITTALS

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

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

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

2. Outline procedures for accomplishing work including:

a. Specific safety precautions to be taken.

b. Type and location of barricades.

c. Warning signs.

d. Protective grounds and devices to be used.

3. Commencement time of work.

4. Duration of work.

5. Number of personnel and their classification.

6. Description of equipment to be used.

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

1.03 PROJECT CONDITIONS

A. Coordinate and schedule interruption of services with COR.

1. Coordinate work with Government operations.

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

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

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

Interruption of Service

01 14 30 - 2

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

4. Interruption of service window available to Contractor: Government will close fixed wheel gate to accommodate Contractor-requested and approved interruption of service.

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

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

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

d. Cofferdam required February 1 through November 30.

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

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

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 an element of Contractor’s overhead.

1.02 REFERENCE STANDARDS

A. Associated General Contractors of America (AGC)

1. AGC Manual Construction Planning and Scheduling Manual, 2004

1.03 DEFINITIONS

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

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

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

1.04 SUBMITTALS

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

1. Furnish database files in format compatible with Primavera P6 Professional Project Management or MicroSoft Project.

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.

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

01 32 10 - 2

1. Designation of authorized representative to develop and maintain Construction Program. Representative experienced in developing and maintaining construction schedules and knowledgeable of activities and progress on-site to develop and maintain accurate and reliable schedules.

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

1. Include:

a. Construction Program/Schedule database.

b. Definition of project calendars.

c. Gantt chart (Bar chart) for project.

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

e. Table listing equipment, manpower, and material limitations used to produce baseline schedule. This listing may be independent of the schedule database.

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

1. Include:

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

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

c. Gantt chart for project.

d. Narrative report specifically stating status of project.

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

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

e. RSN submittals register. Register updated monthly includes submittals as listed in submittal table; revised submittals; dates and status. This register document is separate from the scheduling database.

f. Submit monthly.

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

1. Include:

01 32 10 - 3

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

b. Proposed revised schedule due to the change or delay with added, changed, or deleted activities highlighted.

c. Narrative report explaining results and conclusions.

1.05 GENERAL

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

1.06 SCHEDULES

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

1. Use the Precedence Diagramming Method (PDM) in preparing the CPM networked schedule. Prepare schedule based on required sequence and interdependence of activities.

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

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; funding constraints in accordance with the clause at WBR 1452.232-80, Limitation of Funds; and other relevant specification sections. Include interim milestone dates, Government interface dates, contract completion date, and other time or seasonal constraints specified in the contract documents.

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

6. Adjust Construction Program/schedule for seasonal weather conditions.

7. If activity codes are utilized, use unique activity code names assigned as project codes rather than global codes. Utilize the Work Breakdown Structure in lieu of activity codes for general organization of the schedule.

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

a. Durations for administrative activities (e.g., submittals and reviews, fabrication, manufacturing), or other specific activities identified in the contract will not be subject to the workday limitation.

9. Include activities for Government reviews and approvals. Assign Government submittal review activities to a seven-day calendar with durations as specified in

01 32 10 - 4

Section 01 33 00 - Submittals. Include activities for submittal preparation, submittal reviews, and fabrication or manufacturing activities when work involves significant quantities, long lead times, on the critical path, or as requested by the COR.

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

11. For each activity on the Gantt chart, display identification number, activity description, planned duration, start date, finish date, total float, and calendar identification.

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 the activity considering the quantity of work and planned resources for the activity.

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

17. Establish workday calendar(s) and use these in the schedule to translate the activity's workday duration into calendar dates. Use calendar names unique for this project; 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.

2. Meets all requirements of the Construction Program.

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 the end date of the 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. Update schedule and Construction Program database with mutually agreed upon changes.

2. Following receipt of an executed contract modification, incorporate the activity data and logic relationships stipulated in the modification into the current schedule for inclusion in the next scheduled progress update.

01 32 10 - 5

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

4. Monthly updated schedules shall be submitted to the Government for approval.

Monthly progress payments may be submitted by the Contractor, only if the monthly updated schedule has also been submitted.

1.07 TIME IMPACT ANALYSIS

A. Provide a time impact analysis for contract changes, e.g., a change order, proposed modification, or value engineering change proposal to support a claim or request for an equitable adjustment to the contract which involves a delay or accelerated schedule.

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

C. A time impact analysis is applicable whether the Contractor’s current schedule milestone dates are the same as, earlier, or later than, those required under the contract.

D. Changes, additions, or deletions to activities; activity durations; or activity time frames will not automatically mean that an extension or reduction of contract time is warranted or due the Contractor.

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

F. For activities directly affected by the 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. A narrative containing the rationale used in developing the proposed logic relationships and activity data.

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

H. Prepare a single time impact analysis for modifications issued after Notice to Proceed (NTP) and prior to approval of the baseline schedule. Submit the time impact analysis with the first progress update.

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

1. Prepare proposed revised schedule and narrative description describing and highlighting where changes or delays will be included.

01 32 10 - 6

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

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

b. Base mathematical analyses on status of work and available float at the time the CO directs or proposes a change to the work, the Contractor submits a value engineering change proposal, or when a delay occurs.

1.08 REVIEW AND EVALUATION

A. Baseline Schedule:

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

a. CO will accept or reject the proposed baseline schedule.

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

c. If schedule is rejected, revise and resubmit within 7 calendar days following the date of the 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. The Government will require 14 calendar days after receipt of each monthly update to review and approve or reject the updated schedule.

2. If the updated schedule is rejected, revise and resubmit updated schedule within 7 calendar days following the date of the rejection letter.

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

C. Failure to include any element of the work will not release Contractor from completing required work under the contract.

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

1.09 FAILURE TO COMPLY

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

01 32 10 - 7

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

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 32 10 - 8

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 the Price Schedule for other items of work.

1.02 REFERENCE STANDARDS

A. American Society of Mechanical Engineers (ASME)

1. ASME Y14.1-2005(2010) Decimal Inch Drawing Sheet Size and Format

B. National Institute of Building Sciences (NIBS)

1. NIBS NCS-2014 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.

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.

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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. Lettering shall be neat when drawing preparation with drafting equipment is allowed.

5. Government Format Drawings:

a. Prepare drawings designated as “Government Format” in the specifications as follows:

1) Title block and sheet format:

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

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

2) Drawing format:

a) AutoCAD, Version 2015 or later viewable in Version 2014.

b) In accordance with NIBS NCS.

3) Government will provide an electronic AutoCAD template.

6. Final Drawings:

a. Drawing format: AutoCAD, Version 2015 or later viewable in Version 2014.

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

Indicate changes by clouding.

c. Electronic files: On CD or DVD discs.

d. Government will provide an electronic AutoCAD template.

D. Product Data and Installation Plans:

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 California registered professional.

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

1.05 SUBMITTALS PROCEDURES

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

B. Submit sets specified in “Sets to be sent:” columns in Table 01 33 00A - List of Submittals.

1. Electronic Submittals:

a. In Portable Document Format (PDF).

b. Include RSN transmittal letter.

c. Do not include Personally Identifiable Information (PII) in electronic submittals.

d. Submittal method (sized based):

1) The Government can receive e-mails up to 10MB. Receipt of e-mails exceeding 10 MB (extra-large) may be possible. E-mailing of extra-large electronic submittals may occur only after size limit for transmittal of extra-large e-mail has been verified.

2) Electronic media for submittals too large to e-mail: CD or DVD.

C. 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.

D. 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 rejected submittals within 14 days after receiving the comments, unless otherwise directed.

4. Requirements for initial submittals apply to resubmittals.

E. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will be returned for resubmittal.

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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 paper copy materials required for a particular RSN are received and extends through return mailing postmark date.

B. Time in Excess of Specified:

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

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

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

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

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

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

a. Approval was required under the contract, and

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

4. Adjustment will be subject to terms of paragraphs (b) and (c) of the clause at FAR 52.242-14, Suspension of Work, however, no such delay shall be deemed to be a “suspension order” as the term is used in that clause.

C. Submittal Response:

1. Response letter will indicate whether submittal is approved, approved subject to identified changes, or not approved.

a. Revise and resubmit submittals not approved.

b. Do not change designs without approval of the CO after drawings, documentation, and technical data have been approved.

1.07 TRANSMITTAL

A. Addresses for codes listed in Table 01 33 00A - List of Submittals:

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1. Construction Engineer, Mid-Pacific Region Construction Office, Attn: Madera Low-Flow Valve Project Manager, P.O. Box 988, Willows CA 95988-0988;

Express Mail: 1140 West Wood Street, Willows, CA 95988.

a. Onsite Government Representative contact information to be provided at Notice to Proceed.

2. Area Manager, South-Central California Area Office, Attn: Operations SCC-430, 1243 "N" Street, Fresno, CA 93721-1813.

3. Regional Engineer, Bureau of Reclamation, Attn: MP-200, 2800 Cottage Way, Sacramento, CA 95825-1898.

4. Technical Service Center, Bureau of Reclamation, Attn: 86-68510, P.O.

Box 25007, Denver, CO 80225-0007; Express Mail: Sixth and Kipling, Building 67, Room 152.

B. Send original transmittal letter with appropriate number of sets to office listed in “Responsible Code” column in Table 01 33 00A - List of Submittals.

1. Responsible codes starting with “86-6” are located in the Technical Service Center. Send these submittals to the TSC address shown above.

2. The Government, at the discretion of the COR, may require the Contractor to provide complete sets of hardcopies of all documents which appear unclear or illegible in their electronic format.

C. Send copy of transmittal letter with appropriate number of sets to offices that are not the responsible code, but show “No. of sets to be sent to” in Table 01 33 00A - List of Submittals.

D. When “No. of sets to be sent to” is 0, send a copy of the transmittal letter to that office.

E. Submittals required by the specifications, but not listed in Table 01 33 00A - List of Submittals:

1. Submit in accordance with this section.

2. Submit to CE, unless otherwise specified.

F. Submit electronic submittals that are too large for email on DVR disc along with paper copy.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

01 33 00 - 6

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title required

Due date or delivery time

Respon-sible code

Sets to be sent: *

CE AM RE TSC

1 Payrolls and Basic Records 52.222-08

Copies of all payrolls

Weekly for each week of contract performance

CE 2 1 0 0

2 Labor Standards Data 52.222-11

1) List of subcontractors

2) Statement and acknowledgement Form (SF-1413) for each subcontract

Within 14 days after award of contract

CE 1 1 0 0

3 Equal Opportunity 52.222-26

Information required by Executive Order

112246 (SF-100)

Within 30 days following award CE 1 1 0 0

4 Performance and Payment Bonds - Construction 52.228-15

Performance and Payment Bonds

Within 10 calendar days after award

CE 1 1 0 0

5 Release of Claims 1452.204-70

Release of Claims (DI-137) against the Government

After completion of the work and prior to final payment

CE 1 1 0 0

6 Insurance-work on a Government Installation 1452.228-70

1) Written certification that the required insurance has been obtained

2) Current certification of insurance for each subcontractor

Before commencing onsite work

Before commencing onsite work

CE 1 1 0 0

7 Liability Insurance 1452.228-70

Acceptable Certificate of Liability Insurance

Prior to commencement of work under the Contract

CE 1 1 0 0

8 Security Requirements

WBR

1452.237-80

List of contractor and subcontractor employees

At least 10 days prior to arriving at worksite

CE 2 1 0 0

9 Security Requirements

WBR

1452.237-80

List of vehicles and equipment to be brought onsite

At least 10 days prior to arriving at worksite

CE 2 1 0 0

01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan

At least 21 days before use of Government land

CE 3 0 0 0

01 33 00 - 7

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title code

Sets to be sent: *

CE AM RE TSC

01 14 10-2 Use of Site Pre-use Video Record

At least 14 days before start of related construction

CE 1 0 0 0

01 14 10-3 Use of Site Post Construction Video Record

Within 14 days of construction completion

CE 1 0 0 0

01 14 30-1 Interruption of Service

Interruption of Service Request

At least 28 days before scheduled outage

CE 3 0 0 0

01 32 20-1 Construction Program

Representative Information

Within 21 days after receipt of Notice to Proceed

CE 3 1 0 1

01 32 20-2 Construction Program

Baseline Schedule

Within 21 days after receipt of Notice to Proceed

CE 3 2 1 2

01 32 20-3 Construction Program

Updated Schedule

Submit with monthly progress payment invoices

CE 3 1 0 1

01 32 20-4 Construction Program

Time Impact Analysis

Submit with monthly progress payment invoices

CE 3 1 0 1

01 35 10-1 Safety Data Sheets

Complete LHM and

SDS

At least 14 days before jobsite delivery of hazardous material

CE 3 0 0 0

01 35 10-2 Safety Data Sheets

Updated LHM and

SDS

At least 14 days before jobsite delivery of hazardous material not previously listed

CE 3 0 0 0

01 35 20-1 Safety and Health

Safety Program Submitted and accepted before onsite mobilization - see section 3 of the RSHS

CE 3 0 0 0

01 35 20-2 Safety and Health

Monthly Accident Summary Report

Within 5 days after the first of the month

CE 3 0 0 0

01 35 30-1 Contractor‘s Onsite Safety Personnel

Resume At least 14 days before start of construction

CE 3 0 0 0

01 35 30-2 Contractor’s Onsite Safety Personnel

Safety Inspection Reports

Within 14 days of inspection, or immediately after any safety related event or occurrence

CE 3 0 0 0

01 54 20-1 Use of Government Crane

Crane Operator Qualifications

At least 7 days before start of operations

CE 3 1 0 0

01 54 20-2 Use of Government Crane

Crane Use Schedule At least 7 days before start of operations

CE 3 1 0 0

01 55 00-1 Vehicular Access and Parking

Access Roads and Haul Routes Plan

At least 21 days before start of related construction

CE 3 1 0 0

01 55 20-1 Traffic Control Traffic Control Plan At least 14 days before start of related construction

CE 3 1 0 0

01 33 00 - 8

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title code

Sets to be sent: *

CE AM RE TSC

01 56 10-1 Protection of Existing Installations

Plan for Protecting Existing Installations

At least 14 days before start of related construction

CE 3 1 0 0

01 57 20-1 Environmental Controls

Copy of Applicable Air Quality Permit

At least 21 days before start of construction

CE 3 0 0 0

01 57 30-1 Water Pollution and Erosion Control

Water Management Plan

At least 28 days before start of construction

CE 3 0 0 0

01 57 30-2 Water Pollution and Erosion Control

Spill Prevention, Control, and Countermeasure (SPCC) Plan

At least 28 days before delivery or storage of oil

CE 3 0 0 0

01 57 60-1 Protected Species

Cliff Swallow Monitor Resume

At Least 21 days before use of Government land

CE 3 1 0 0

01 57 60-2 Protected Species

Cliff Swallow Survey Documentation

At Least 7 days before start of onsite work

CE 3 1 0 0

01 74 00-1 Cleaning and Waste Management

Waste Production and Disposal Records

Within 7 days of mobilization At least 21 days before beginning on-site work

CE 3 0 0 0

01 74 00-2 Cleaning and Waste Management

Hazard Waste Manifest(s)

Within 7 days of waste disposal

01 74 00-3 Cleaning and Waste Management

Environmental Consultant Resume

At least 21 days before beginning environmental assessment

CE 3 0 0 0

01 74 00-4 Cleaning and Waste Management

Environmental Site Assessment

Within 14 days of completion of work

CE 3 0 0 0

01 78 30-1 Project Record Documents

Final As-Built Drawings

Within 14 days of completion of all work

CE 3 2 1 1

02 83 34-1 Manual Removal of Lead Containing Paint Coated Metal Components

Resumes At least 21 days before beginning related work

01 33 00 - 9

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title code

Sets to be sent: *

CE AM RE TSC

02 83 34-2 Manual Removal of Lead Containing Paint Coated Metal Components

Written Compliance Program for Worker Protection

At least 21 days before beginning related work

02 83 34-3 Manual Removal of Lead Containing Paint Coated Metal Components

Certificate of Disposal

Within 7 days of waste disposal

03 15 15-1 Elastomeric Bearing Pads

Product Data, Samples, and Certificates of Compliance

At least 21 days before related construction

CE 3 0 0 0

03 20 00-1 Concrete Reinforcing

Reinforcement Diagrams and Lists

At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 20 30-1 Epoxy Grouted Bars

Approval Data At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 20 30-2 Epoxy Grouted Bars

Instructions At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 30 00-1 Cast-In-Place Concrete

Approval Data At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 30 00-2 Cast-In-Place Concrete

Certifications At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 30 00-3 Cast-In-Place Concrete

Cementitious Materials Certification and Test Reports

At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 30 00-4 Cast-In-Place Concrete

Test Reports At least 35 days before cast-in-place concrete placement

CE 3 0 0 0

03 62 20-1 Nonshrink Grout for Equipment and Metalwork

Packaged Nonshrink Grout Data

At least 28 days before placing packaged nonshrink grout

CE 3 0 0 0

09 96 20-1 Coatings Approval Data At least 28 days before application

86-68180 3 0 0 4

09 96 20-2 Coatings Final Approval Data At least 28 days before application

CE 3 0 0 1

01 33 00 - 10

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title code

Sets to be sent: *

CE AM RE TSC

09 96 20-3 Coatings Qualifications At least 28 days before application

CE 3 0 0 1

09 96 20-4 Coatings Quality Control Plan At least 28 days before application

CE 3 0 0 1

09 96 20-5 Coatings Contractor Quality Testing Reports

Within 28 days of application CE 3 0 0 1

25 00 01-1 Control and Monitoring

Approval Data At least 35 days before Installation

86-8450 3 0 0 4

25 00 01-2 Control and Monitoring

Check Prints At least 35 days before Installation

86-8450 3 0 0 4

25 00 01-3 Control and Monitoring

Final Drawings, Documentation, and Operations and Maintenance Manuals

Within 14 days of completion of all work

86-8450 3 0 0 4

25 08 10-1 Automation System Testing, Acceptance, and Training

SPAT Procedure and Start Date

At least 60 days before delivery of new equipment

86-8450 3 0 0 4

25 08 10-2 Automation System Testing, Acceptance, and Training

SPAT Test Report At least 60 days before delivery of new equipment

86-68450 3 0 0 4

25 08 10-3 Automation System Testing, Acceptance, and Training

OAT Procedure and Start Date

At least 60 days before delivery of new equipment

86-68450 3 0 0 4

25 08 10-4 Automation System Testing, Acceptance, and Training

OAT Report At least 60 days before delivery of new equipment

86-68450 3 0 0 4

25 08 10-5 Automation System Testing, Acceptance, and Training

Training Plan At least 60 days before delivery of new equipment

86-68450 3 0 0 4

26 05 20-1 Conductors and Cables

Approval Data Within 60 days after receipt of Notice to Proceed

CE 3 0 0 1

26 05 20-2 Conductors and Cables

Field Test Reports Within 10 days after completion of tests

CE 3 0 0 1

01 33 00 - 11

Table 01 33 00A. - List of Submittals

* CE indicates Construction Engineer, AM indicates Area Manager, RE indicates Regional Engineer, and TSC indicates Technical Service Center.

RSN

Clause or

Section Title code

Sets to be sent: *

CE AM RE TSC

26 05 33-1 Raceways and Boxes

As-Built Drawings Within 28 days of completion of associated construction

CE 3 2 1 1

31 03 20-1 Canal Backwater Barrier

Canal Backwater Barrier Plan

Within 28 days after receipt of Notice to Proceed

86-68140 3 0 0 4

32 12 22-1 Asphalt Concrete Pavement

Mix Design Data Within 35 days after receipt of Notice to Proceed

86-68140 3 0 0 4

32 12 22-2 Asphalt Concrete Pavement

Certifications Within 35 days after receipt of Notice to Proceed

86-68140 3 0 0 4

35 22 23-1 Removal of Existing Hollow-Jet Valve

Valve and Adapter Removal Plan

Within 21 days after Notice to Proceed

86-68450 3 0 0 4

35 22 23-2 Removal of Existing Hollow-Jet Valve

Transportation and Storage Plan

Within 21 days after Notice to Proceed

86-68450 3 0 0 4

35 22 25-1 Fixed-Cone Valve

Approval Data Within 35 days after receipt of Notice to Proceed

86-68450 3 0 0 4

35 22 25-2 Fixed-Cone Valve

Shop Test Data Within 21 days after approval data is approved

86-68450 3 0 0 4

35 22 25-3 Fixed-Cone Valve

Final Data Within 14 days after completion 86-68450 3 0 0 4

01 33 00 - 12

Electrical…