Solicitation_140R2019B0010.pdf
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Solicitation No. 140R2019B0010
Eastside Bypass Improvements
Project Weir Removal
San Joaquin River Restoration Program
Friant Division, Central Valley Project, California
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)
0040430434
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
Mid-Pacific Regional Office 2800 Cottage Way, Rm. E-1815, Federal Bldg Sacramento, California 95825-1898
Rosana Yousefgoarji 916-978-5004 x
04/01/2019
140R2019B0010
10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS (Title, identifying no., date)
A. Title: Eastside Bypass Improvements Project Weir Removal
B. Work Site Location: The work is located within the Eastside Bypass Flood Control
Channel, approximately 16 miles south-west of Merced, California in Merced County.
C. Site Visit Information: Site visit information is located in Section L of the solicitation.
D. Estimated Price Range: $500,000.00 to $1,000,000.00.
E. Set-aside Information: This requirement is restricted to Total Small Business concerns. 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.)
115 calendar days and complete it within ________________ ________________ calendar days after receiving
05/01/2019
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
Rosana Yousefgoarji
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
140R2019B0010
Legacy Doc #: BOR
Delivery: 115 Days After Award
Delivery Location Code: 0009909990
Bureau of Reclamation-MP-MPCO
Mid-Pacific Construction Office
1140 West Wood Street
P.O. Box 988
Willows CA 95988-0988 US
00010 Eastside Bypass Improvements Project Weir Removal 1 AU
NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)
Sponsored by GSA
FAR (48 CFR) 53.110
CONTINUATION OF
SECTION B – SUPPLIES OR SERVICES AND PRICES/COSTS
Eastside Bypass Improvements Project Weir Removal
Friant Division, Central Valley Project, California
B.1 PRICE SCHEDULES
(a) The contractor shall, except as otherwise noted, provide all necessary labor, equipment, materials, supplies, transportation, travel, and per diem necessary to perform the work specified in the attached Performance Work Statement.
(b) 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.
(c) Offers are subject to the terms and conditions of this solicitation.
(d) Definitions:
(1) CLIN – Contract Line Item Number.
ITEM
NO.
SUPPLIES/SERVICES EST.
QTY
UNIT
UNIT
PRICE
AMOUNT
0001 The Contractor shall furnish all necessary labor, equipment, and materials required for completion of the work specified in the
Performance Work Statement titled “Eastside
Bypass Improvements Project Weir
Removal”.
1 AU
TOTAL FOR SCHEDULE $_________________
C-1
SECTION C - DESCRIPTIONS AND SPECIFICATIONS
Performance Work Statement is attached.
Eastside Bypass Improvements Project Weir Removal Performance Work Statement
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 and Limitations 01 32 10 Construction Program 01 33 00 Submittals 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 51 00 Temporary Utilities 01 55 00 Vehicular Access and Parking 01 55 20 Traffic Control 01 56 10 Protection of Existing Installations 01 56 32 Temporary Safety Fence 01 57 20 Environmental Controls 01 57 30 Water Pollution Control 01 57 50 Tree and Plant Protection 01 57 60 Protected Species 01 57 90 Preservation of Historical and Archeological Resources 01 71 20 Surveying 01 74 00 Cleaning and Waste Management 01 78 30 Project Record Documents
DIVISION 03 - CONCRETE
03 81 10 Concrete Removal 03 81 36 Concrete Repair
DIVISION 31 - EARTHWORK
31 02 10 Water for Dust Abatement 31 03 10 Diversion and Care of Stream During Construction 31 11 00 Clearing and Grubbing 31 14 10 Stripping 31 23 11 Earthwork 31 37 00 Riprap
DIVISION 32 - EXTERIOR IMPROVEMENTS
Table of Contents
00 01 10 - 2
32 91 19 Placing Topsoil 32 92 20 Seeding and Soil Supplements
DIVISION 51 - INFORMATION AVAILABLE TO OFFERORS
51 00 00 Information Available to Offerors
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. The work is located within the Eastside Bypass Flood Control Channel, approximately 16 miles south-west of Merced, California in Merced County.
1.02 PRINCIPAL COMPONENTS OF WORK
A. Provide, for approval, a Storm Water Pollution Prevention Plan (SWPPP).
1. Install all storm water pollution prevention measures as indicated in the approved
SWPPP.
B. Remove, crate, and deliver gaging station hardware to US Bureau of Reclamation, Friant Dam Office, Friant CA.
C. Construct Coffer Dams as required to protect sites during the work.
1. Cofferdams may not be required at all work sites, depending upon the presence and elevation of water in the Eastside Bypass Flow Control Channel.
2. Install, maintain, and remove temporary coffer dams to facilitate removal of abutments and piers while not blocking more than half of the stream channel at any time.
D. Selectively saw-cut and remove reinforced concrete pier walls, sill walls, structural and miscellaneous metalwork, timber planking, and miscellaneous hardware. Existing concrete buried cut-off walls and slab to remain as a permanent feature at the Lower Weir. All features shall be removed at the Upper Weir.
E. Excavate and remove existing reinforced concrete abutments (4 total, 2 each at the Upper and Lower weirs).
F. Place soil backfill in excavated areas at each abutment site.
G. Do not compact soil, which would inhibit re-vegetation efforts.
H. Recycle, reuse, salvage, or dispose of all waste materials removed at permitted sites.
1. No hazardous materials are anticipated to be encountered during this work.
I. Restore disturbed soil areas, primarily at the abutments but potentially other locations around the weirs.
J. Install erosion control measures as required by permits to prevent loss of soil materials.
Summary of Work
01 11 00 - 2
K. Place seeding mix, saplings, and other items (irrigation, etc.) to initiate re-vegetation efforts.
L. Restore other disturbed areas.
M. Comply with all environmental compliance document and Special Use Permit requirements as further described in Section 01 57 20.
1.03 SPECIFICATIONS REQUIREMENTS
A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 52.
B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.
C. Where specifications are written in streamlined form, words “shall be” are included by inference where a colon (:) is used within sentence or phrase.
1.04 DEFINITIONS
A. When specifications use a word or term defined in Federal Acquisition Regulations (FAR), definition of the word or term shall be in accordance with FAR sections in effect at the time solicitation was issued.
1.05 ACRONYMS
A. The following acronyms apply to specifications Divisions 1 through 52:
1. CE: Construction Engineer.
2. CO: Contracting Officer.
3. 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 (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) 2012 Edition Available online at:
http://www.usbr.gov/mussels/prevention
1.03 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
B. RSN 01 14 10-1, Land Use and Landscape Rehabilitation Plan:
1. For each Contractor Use Area sited 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, 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) Water draw sites.
5) First-aid and medical facilities.
6) Areas for processing, storing, and disposing of waste materials from construction operations.
7) Temporary fences.
b. Describe methods to preserve, protect, and repair, vegetation (such as trees, shrubs, and grass) and other landscape features on or adjacent to
01 14 10 - 2 jobsite, which are not to be removed and which do not interfere with work required under this contract. Include methods to mark work area limits, protect disturbed areas, and prevent erosion.
c. Describe methods to protect, and repair if damaged, existing improvements and utilities at or near jobsite.
d. Describe methods for removing temporary structures and facilities, cleanup, and rehabilitating site after completion of construction activities.
2. Submit revised drawings of changes in use of Government land made during design and erection stages or after use of Government land is in operation.
1.04 PROJECT CONDITIONS
A. Reclamation will acquire a Special Use Permit (SUP) required for access in any areas of the National Wildlife Refuge that are normally closed to the public. The SUP will include the time, day, access restrictions and shall document the individuals (Contractor and Government) and equipment permitted to be on the Refuge. The Refuge may include additional conditions in the SUP that must be adhered to. The successful Contractor will be required to provide requested information for inclusion in the SUP, such as full names of all individuals who will be doing work on the Refuge, license plate, and insurance information for any vehicles and equipment that will be present on the Refuge. The Contractor shall adhere to all the requirements in the SUP.
B. Government land as shown on drawing 3766-D-60126 may be used for required construction facilities.
C. When private land is used for construction facilities, or other construction purposes, make necessary arrangements associated with use of private land.
D. Location, construction, operation, maintenance, and removal of construction facilities on Government land will be subject to approval of COR.
E. 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.
F. Areas on Government land which will be obliterated by permanent construction or inundated by river flows 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 or with season flows.
G. Housing for construction personnel will not be permitted on Government land, except housing for guards or watchmen as may be approved by CO.
PART 2 PRODUCTS
01 14 10 - 3
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 Reclamation Cleaning Manual.
3. COR will inspect construction equipment following procedures described in the Reclamation Cleaning Manual before allowing equipment onsite.
3.02 RESTORATION
A. Restore Contractor Use Areas to pre-construction condition.
B. Restore temporary construction roads to original contours and make impassable to vehicular traffic when no longer required.
C. 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.
D. Seed disturbed areas of Government land used for construction purposes and not required for completed installation in accordance with Section 32 92 20 - Seeding and Soil Supplements.
01 14 10 - 4
This page intentionally left blank.
Work Restrictions and Limitations
01 14 12 - 1
SECTION 01 14 12
WORK RESTRICTIONS AND LIMITATIONS
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost:
1. Include in prices offered in the schedule for other items of work.
1.02 WORK RESTRICTIONS AND LIMITATIONS
A. Allowable Work Hours:
1. Work is allowed 7 days per week.
2. Construction activities can only occur between 7am to 6pm.
a. No night time work is allowed.
B. Allowable Work Window:
1. All onsite construction must occur between July 1 to September 30.
2. No onsite work will be allowed outside of July 1 to September 30, except for seeding, or as otherwise approved by the CO.
a. All seeding shall be in accordance with Section 32 92 20, Seeding and Soil
Supplements.
1.03 PUBLIC SAFETY
A. Project-related vehicles shall observe a daytime speed limit of 15 mph throughout the site in all project areas, except on State and Federal highways.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Work Restrictions and Limitations
01 14 12 - 2
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 Prices
Schedule for Mobilization and Preparatory Work.
2. Updating and Using Construction Program: Include as part of Contractor’s overhead.
1.02 DEFINITIONS
A. Schedule: The Critical Path Method (CPM) of planning and scheduling a construction project where activities are arranged based on activity relationships and network calculations determine when activities can be performed and the critical path of the project.
B. Project Calendar(s): Cross reference of numerical work days with calendar days. Project calendars serve as the basis for day/date conversion and assign work days and non-workdays.
C. Resources: Equipment, labor or crews, materials, subcontractors, fabricators, manufacturers, and consultants.
D. Out of Sequence Work: An activity that starts before its predecessor activities are completed.
1.03 REFERENCE STANDARDS
A. Associated General Contractors of America (AGC)
1. AGC Manual Construction Planning and Scheduling
Manual, 2004
1.04 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
1. Furnish a bar chart schedule compatible with the following software programs:
a. Oracle Primavera P6 Professional Project Manager (release 6.2 or newer)
b. Microsoft Project (release 2010 or newer)
B. RSN 01 32 10-1, Baseline Schedule:
01 32 10 - 2
1. Include:
a. Construction Program/Schedule database.
b. Gantt chart (Bar chart) for project.
C. RSN 01 32 10-2, Updated Schedule:
1. Include:
a. Construction Program database with updated activity and milestone data.
b. Gantt chart for project.
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 SCHEDULES
A. Develop, maintain, and use Construction Program to plan, monitor, evaluate, and report accomplishment of work.
B. Failure to include any element of the work will not release Contractor from completing all required work under the contract.
C. Construction Schedule:
1. Prepare detailed activity network for accomplishing required work organized by work breakdown structure.
2. Prepare schedule based on required sequence and interdependence of activities.
3. Include work of subcontractors, Government interfaces, and contract milestones.
4. Include contract title, contract number and Contractor’s name on each sheet.
5. Adjust Construction Program/Schedule for season weather conditions, if applicable.
6. Define activities to a level of detail resulting in their durations being no greater than 20 workdays.
a. Durations of administrative activities (e.g., submittals and reviews, fabrication, manufacture) or other specific activities identified in the contractor will not be subject to the maximum duration limitation.
D. Baseline Schedule:
1. Represents Contractor’s as-planned approach to accomplishing the work.
2. Include planned start and completion dates for features of work.
E. Updated Schedule:
01 32 10 - 3
1. Enter actual progress.
2. Assign a unique project file name for each schedule update.
F. Float is not for the exclusive use by or benefit of either the Government or the Contractor.
G. If in the opinion of the CO, the Contractor falls behind the approved schedule, the Contractor shall take steps necessary to improve its progress, including those that may be required by the CO.
1. The CO may require the Contractor to increase the number of shifts, overtime operations, days of work, and/or the amount of construction plant, and to submit for approval any supplementary schedule or schedules in chart form as the Contacting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
2. Costs for actions required to improve progress will the responsibility of the Contractor.
1.07 FAILURE TO COMPLY
A. Failure to comply with requirements of this Section shall be grounds for determination by the CO that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within specified time.
B. The CO may terminate the Contractor’s right to proceed with the work, or separable part of it, in accordance with default terms of this contract.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
01 32 10 - 4
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 Y14.1-12 Decimal Inch Drawing Sheet Size and
Format
B. National Institute of Building Sciences (NIBS)
1. NIBS NCS-14 United States National CAD Standards, Version 6
1.03 DEFINITIONS
A. Days: Calendar days.
B. Required Submittal Number (RSN): Identifies items to be submitted together as a complete submittal.
1.04 SUBMITTAL REQUIREMENTS
A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included elsewhere take precedence.
B. General:
1. Prepare in English.
2. Label with contract number and title, and RSN.
3. Measurement units: US Customary Units.
4. Provide a unique transmittal number for each submittal.
C. Drawings:
1. Minimum Identification in Title Block:
a. Contract number and title.
b. Contractor’s or supplier’s title and drawing number.
01 33 00 - 2
c. Date.
2. Reserve 3- by 3-inch space next to title block for review stamps.
3. Size: D size (22 inches by 34 inches) as defined by ASME Y14.1.
4. Draw to scale using computer drafting or drafting equipment, unless otherwise specified.
a. Computer drafted drawings:
1) In accordance with NIBS NCS.
2) Electronic file format: Compatible with AUTOCAD, Version
2013.
3) Compile using “eTransmit” utility in AUTOCAD.
b. Drawing prepared with drafting equipment, when allowed: Lettering shall be neat.
5. Drawings Designated as “Government Format” in Specifications:
a. Computer drafted.
b. Government will provide electronic AutoCAD format template.
c. Title block and sheet format:
1) As shown on standard drawing 40-D-7102.
2) Government will supply template.
3) Government will supply specific title block information to be used.
6. 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.
7. Electronic Files: On CD or DVD discs.
D. Product Data:
1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.
a. Identify manufacturer's name, type, model, size, and characteristics.
b. Illustrate that product or equipment meets requirements of specifications.
c. Mark items to be furnished in a manner that will photocopy (no highlighter).
d. Strike through items that do not apply.
E. Certifications:
01 33 00 - 3
1. Certifications by a registered professional: Signed and sealed by registered professional.
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 complete sets of required materials for each RSN as specified in “Submittals Required” column in Table 01 33 00A - List of Submittals. A complete set includes all listed items for RSNs with multiple parts.
C. Submit 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 14 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 same.
1.06 REVIEW OF SUBMITTALS
A. Time Required:
1. Submittal review will require 14 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.
01 33 00 - 4
B. Time in Excess of Specified:
1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.
a. Time extension will be to extent that excess review time caused delay to contract completion date.
b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.
c. Concurrent days of excess review time resulting from review of 2 or more separate submittals or resubmittals will be counted only once in extending contract completion date.
2. No time extension will be allowed if Contractor fails to make complete 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 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. Return of Submittals:
1. Submittals will be returned, approved, conditionally approved, or not approved, with the exception of the following submittals: RSNs RSN 01 32 10-1, RSN 01 32 10-2, RSN 01 35 20-1, and RSN 01 35 20-2.
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.
2. RSNs RSN 01 32 10-1, RSN 01 32 10-2, RSN 01 35 20-1, and RSN 01 35 20-2 will be returned, accepted, conditionally accepted, or not accepted.
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:
1. Construction Engineer, Bureau of Reclamation, MP Construction Office, Attn:
MPCO-100, P.O. Box 988, Willows, CA 95988-2615;
a. Express Mail: 1140 West Wood Street, Willows, CA 95988-2615.
01 33 00 - 5
2. Gina Weil, Project Manager (PM), San Joaquin River Restoration Program, Bureau of Reclamation, MP-170, 2800 Cottage Way, Sacramento, CA 95825
3. Onsite Government Representative, address to be provided after Notice to Proceed.
4. Technical Service Center, Bureau of Reclamation, Attn: 86-68170, 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 Technical Service Center.
Send these submittals to TSC address shown above.
C. Send copy of transmittal letter with appropriate number of sets to offices that are not 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 transmittal letter to that office.
E. Submittals required by specifications, but not listed in Table 01 33 00A - List of Submittals:
1. Submit in accordance with this section.
2. Submit to Construction Engineer, unless otherwise specified.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
01 33 00 - 6
RSN
Clause or
Section Title
Submittals required Due date or delivery time
Respon-sible code
No. of sets to be sent to: *
CE PM TSC
01 14 10-1 Use of Site Land Use and Landscape Rehabilitation Plan
At least 21 days before use of Government land
CE 4 1 1
01 32 10-1 Construction Program
Baseline Schedule Within 5 days after receipt of Notice to Proceed
CE 4 1 1
01 32 10-2 Construction Program
Updated Schedule Monthly and with requests for progress payments.
CE 4 1 1
01 35 10-1 Safety Data Sheets
Complete LHM And
SDS
At least 14 days before jobsite delivery of hazardous material
CE 4 1 1
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 4 1 1
01 35 20-1, Safety and Health
Safety Program At least 14 days before beginning on-site work
CE 4 1 1
01 35 20-2 Safety and Health
Monthly Accident Summary Report
At least 14 days before beginning on-site work
CE 4 0 1
01 35 30-1 Contractor‘s Onsite Safety Personnel
Qualifications Prior to employment CE 4 0 1
01 35 30-2 Contractor’s Onsite Safety Personnel
Detailed Safety Inspection Report
At least once each week CE 4 0 1
01 55 20-1 Traffic Control Traffic Control Plan At least 14 days before affecting public traffic.
CE 4 1 1
01 56 10-1 Protection of Existing Installations
Plan for protecting existing installations
At least 14 days before beginning on-site work
CE 4 1 1
01 57 30-1 Water Pollution Control
Stormwater Pollution Prevention Plan (SWPPP)
At least 14 days before commencing construction activities
CE 4 1 1
01 57 30-2 Water Pollution Control
Spill Prevention Control And Countermeasure Plan (SPCC)
At least 14 days before commencing construction activities
CE 4 1 1
01 57 30-3 Water Pollution Control
Construction Unwatering/ Dewatering Plan
At least 14 days before commencing construction activities
CE 4 1 1
01 57 50-1 Tree and Plant Protection
Protection Plan At least 14 days before beginning on-site work
CE 4 1 1
01 71 20-1 Surveying Surveying Plan At least 14 days before beginning survey work
CE 4 0 1
01 33 00 - 7
RSN
Clause or
Section Title
Submittals required Due date or delivery time
Respon-sible code
No. of sets to be sent to: *
CE PM TSC
01 71 20-2 Surveying Resume At least 14 days before beginning survey work;
At least 14 days before personnel change
CE 4 0 1
01 71 20-3 Surveying Accuracy Check Results
At least 1 day before beginning survey work
CE 4 0 1
01 71 20-4 Surveying Completed And Reduced Survey Notes
Within 2 days of completing and reducing notes
CE 4 0 1
01 71 20-5 Surveying Quantity Survey Notes And Computations
Accompanying progress payment requests
CE 4 0 1
01 71 20-6 Surveying Workday's Survey Notes
At conclusion of workday when requested by Government
CE 4 0 1
01 74 00-1 Cleaning and Waste Management
Waste Production And Disposal Plan
At least 14 days before starting onsite work
CE 4 0 1
01 74 00-2 Cleaning and Waste Management
Waste Production And Disposal Records
Within 7 days of waste disposal
CE 4 0 1
01 74 00-3 Cleaning and Waste Management
Environmental Consultant Resume
At least 14 days before beginning environmental assessment
CE 4 0 1
01 74 00-4 Cleaning and Waste Management
Environmental Site Assessment
Within 14 days of completion of work when requested
CE 4 0 1
01 78 30-1 Project Record Documents
Final As-built Drawings
Within 14 days of completion of work
CE 4 1 1
03 81 10-1 Concrete Removal
Concrete Removal Plan
At least 14 days before starting onsite work
CE 4 0 1
03 81 10-2 Concrete Removal
Changes to Removal Equipment Settings
At least 14 days before starting onsite work
CE 4 0 1
03 81 14-1 Concrete Repair
Concrete Preparation Plan
At least 14 days before starting onsite work
CE 4 0 1
03 81 14-2 Concrete Repair
Approval Data At least 14 days before starting onsite work
CE 4 0 1
03 81 14-3 Concrete Repair
Applicator’s References and Qualifications
At least 14 days before starting onsite work
CE 4 0 1
03 81 14-4 Concrete Repair
Placement Plan At least 14 days before starting onsite work
CE 4 0 1
31 03 10-1 Diversion and Care of Stream During Construction
Water Control Plan At least 14 days before starting onsite work
CE 4 1 1
01 33 00 - 8
RSN
Clause or
Section Title
Submittals required Due date or delivery time
Respon-sible code
No. of sets to be sent to: *
CE PM TSC
31 37 00-1
Riprap Approval Data and Test Results
At least 14 days before starting placing Riprap
CE 4 0 1
32 92 20-1 Seeding and Soil Supplements
Seeding Plan At least 14 days before starting onsite work
CE 4 1 1
32 92 20-2 Seeding and Soil Supplements
Certifications At least 14 days before starting onsite work
CE 4 1 1
Safety Data Sheets
01 35 10 - 1
SECTION 01 35 10
SAFETY DATA SHEETS
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost:
1. Include in prices offered in the Price Schedule for other items of work.
1.02 DEFINITIONS
A. LHM: List of Hazardous Materials.
B. SDS: Safety Data Sheet.
1. Referred to as Material Safety Data Sheets in the clause at 52.223-3, Hazardous
Material Identifications and Material Safety Data - Alternate 1.
1.03 APPLICATION
A. For the purposes of this contract, “delivered under this contract” in paragraph (b) of the clause at FAR 52.223-3, Hazardous Material Identification and Material Safety Data - Alternate 1, includes:
1. Materials delivered to Government.
2. Materials incorporated into work.
3. Materials used by the Contractor during contract performance at the jobsite.
1.04 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
B. RSN 01 35 10-1, Complete LHM and SDS.
C. RSN 01 35 10-2, Updated LHM and SDS:
1. Comply with paragraph (e) of clause at FAR 52.223-3, Hazardous Material
Identification and Material Safety Data - Alternate 1.
1.05 DELIVERY
A. Do not deliver hazardous materials to jobsite which are not included on original or previously updated LHM and SDS before receipt of updated LHM and SDS by CE.
Safety Data Sheets
01 35 10 - 2
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Safety and Health
01 35 20 - 1
SECTION 01 35 20
SAFETY AND HEALTH
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost: Include in prices offered in the Price Schedule for other items of work.
1.02 REFERENCE STANDARDS
A. Bureau of Reclamation (Reclamation)
1. Reclamation Safety and Health Standards (RSHS), including revisions posted at http://www.usbr.gov/ssle/safety/RSHS/rshs.html.
B. Occupational Safety and Health Administration (OSHA)
1. 29 CFR Part 1910 OSHA General Industry Standards
2. 29 CFR Part 1926 OSHA Construction Industry Regulations
3. Available online at: https://www.osha.gov/.
C. Applicable State Safety and Health Regulations
1. California Code of Regulations (CCR) Title 8 – CAL/OSHA
a. Available online at: https://www.dir.ca.gov/title8/index/T8index.asp.
1.03 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
B. RSN 01 35 20-1, Safety Program:
1. Written Safety Program in accordance with Section 3 of the RSHS.
2. Cover all aspects of on site and applicable off-site operations and activities associated with this contract.
3. Program must follow the format of the outline in Appendix B of Reclamation
RSHS.
4. Will not be accepted for review by the COR unless it addresses, in order, lettered and numbered per Appendix B.
a. For items in the outline that do not apply to this contract write “Not
Applicable to Contract” next to the number/letter.
5. Provide a list of Job Hazard Analyses (JHA) for each distinct phase of work that will be submitted throughout the project.
01 35 20 - 2
6. A generic Company Safety Plan is not acceptable. The Safety Program must be site specific for this contract.
7. The Contractor’s Safety Program must be submitted and accepted by Reclamation prior to commencing on site work, including mobilization.
C. RSN 01 35 20-2, Monthly Accident Summary Report:
1. Form 7-2218 or other acceptable form in accordance with paragraph 3.8 of RSHS.
1.04 SAFETY AND HEALTH
A. Do not allow Contractor employees (including subcontractors), Government personnel, or the Public to be exposed to, or work under, conditions which are unsanitary, physically hazardous, or a potential exposure danger to their health or safety during performance of the contract.
B. Under no circumstances will onsite work, including mobilization, be permitted until the Safety Program has been accepted by the COR.
C. Fully participate in a Contractor Safety Program Review meeting, according to RSHS Section 3.4.1, prior to mobilization. If applicable, include subcontractor management representatives.
D. The minimum work crew at any time on the construction site shall consist of no less than two people and shall be in accordance with other contractual obligations.
E. Develop Job Hazard Analysis for each distinct phase of work under the contract.
1. Work shall not begin on the phase of work until a JHA is acceptable to OGR and shared with all construction employees.
2. Activities involving hazardous materials shall have the appropriate Safety Data
Sheet(s) attached to the JHA.
F. In addition to requirements of the clause at FAR 52.236-13 “Accident Prevention”, fully comply with RSHS.
1. One copy of RSHS, in digital format, will be provided at no charge for use in connection with the specifications.
2. Construction Safety and Health Standards promulgated by the Secretary of Labor may be obtained from any regional or area office of the Occupational Safety and Health Administration of the U.S. Department of Labor.
G. Be cognizant of and ensure compliance with requirements set forth in paragraphs above.
1. Contractor’s responsibility applies to all operations, including those of the
Contractor’s Subcontractors.
2. When violations of safety and health requirements contained in these specifications or referenced standards are called to the Contractor’s attention by
01 35 20 - 3 the CO, COR or the OGR, immediately correct the condition to which attention has been directed.
3. Either oral or written notice shall be deemed sufficient.
H. When the Contractor fails or refuses to promptly correct a compliance directive, the CO or the COR may issue an order to stop all or any part of the work.
1. When satisfactory corrective action is taken, an order to resume work will be issued.
2. The Contractor shall not be entitled to extension of time, nor to claim for damage or to additional compensation by reason of either the directive or the stop order.
3. Failure of the CO, COR or the OGR to order discontinuance of any or all of the
Contractor’s operations shall not relieve the Contractor of the responsibility for the safety of personnel and property.
I. Maintain an accurate record of, and report to the COR in the manner prescribed by the CO for all near misses, accidents or incidents, occupational diseases, traumatic injury, cases of death to Contractor employees (including subcontractors), Government personnel, or the Public, and any property damage occurring during the performance of work under this contract.
J. The rights and remedies of the Government provided in this section are in addition to any other rights and remedies provided by law or under this contract.
1. In the event there is a conflict between requirements contained in RSHS, specification paragraphs, Contractor’s approved Safety Program, referenced safety and health codes, and standards, or the U.S. Department of Labor Construction Safety and Health Standards, promulgated under Section 107 of the Contract Work Hours and Safety Standards Act (40 U.S.C. 327 et seq.), as amended, the more protective requirement having jurisdiction shall prevail.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
01 35 20 - 4
Contractor’s Onsite Safety Personnel
01 35 30 - 1
SECTION 01 35 30
CONTRACTOR’S ONSITE SAFETY PERSONNEL
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost:
1. Include in prices offered in the schedule for other items of work.
1.02 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
B. RSN 01 35 30-1, Resume:
1. Contractor’s Onsite Safety Representative
C. RSN 01 35 30-2, Safety Inspection Reports:
1. Include a list of noted deficiencies, their abatement dates, and follow-up action for all jobsite activities.
2. Base inspection report on findings of jobsite walk-through with Government personnel.
1.03 QUALIFICATIONS
A. Contractor’s Onsite Safety Representative:
1. Competent person can be supervisory employee, with appropriate level of safety related training and experience. Safety responsibility may be adjunct, collateral or ancillary to their duties. Their main job duties may be leadership, supervision, or management in a craft, trade, or technical specialty.
2. Has completed at a minimum an OSHA recognized 30-hour Construction Safety Training program and has a minimum of 3 years of experience on similar projects in size and complexity to this contract. Experience should show dealing with the day to day operations and functionality of equipment operations not just occasional safety inspection site visits.
1.04 APPLICATION
A. Designate the Contractor’s Onsite Safety Representative prior to start of construction.
B. Contractor’s Onsite Safety Representative authorities, duties, and responsibilities:
1. Responsible for day to day implementation of the Contractor’s Safety Program
2. Full authorization to correct unsafe acts on the spot.
Contractor’s Onsite Safety Personnel
01 35 30 - 2
3. Prepare safety inspection reports.
4. Onsite during any and all construction activities.
1.05 QUALITY ASSURANCE
A. Contractor’s Onsite Safety Representative:
1. The effectiveness of the Contractor’s Onsite Safety Representative in prosecuting the safety program will be subject to continued review and approval by the CO.
B. Safety Program:
1. The effectiveness of the Contractor’s Safety Program will be subject to continued review and approval by the CO.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Reference Standards
01 42 10 - 1
SECTION 01 42 10
REFERENCE STANDARDS
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. Referenced editions of standard specifications, codes, and manuals form a part of this specification to the extent referenced.
B. These specifications take precedence when conflicting requirements occur between specifications and referenced standard.
1.03 JOBSITE REFERENCE STANDARDS
A. Maintain at fabrication site, access to referenced standard specifications, codes, and manuals required for work in progress at fabrication site. Make available for use by the Government.
B. Maintain onsite, access to referenced standard specifications, codes, and manuals required for onsite work in progress. Make available for use by the Government.
1.04 AVAILABILITY
A. Code of Federal Regulations (CFR):
1. Available online, authorized by the National Archives and Records
Administration (NARA) and the Government Printing Office (GPO), at http://www.gpo.gov/fdsys/search/home.action
B. Federal Specifications, Standards, and Commercial Item Descriptions; and Military Specifications:
1. Copies of Federal Specifications, Standards, and Commercial Item Descriptions may be obtained from GSA Federal Supply Service, see the provision at FAR 52.211-1, Availability of Specifications Listed in the GSA Index of Federal Specifications, Standards and Commercial Item Descriptions, FPMR Part 101-29.
C. Bureau of Reclamation Documents:
1. Reclamation Safety and Health Standards (RSHS) may be downloaded at www.usbr.gov/ssle/safety/RSHS/rshs.html.
01 42 10 - 2
2. Reclamation Cleaning Manual, Inspection and Cleaning Manual for Equipment and Vehicles to Prevent the Spread of Invasive Species may be downloaded at http://www.usbr.gov/mussels/prevention
3. Bureau of Reclamation Standard Specifications are designated with an M-number. Copies of individual standards may be obtained from Bureau of Reclamation, Attn: 86-68510, P.O. Box 25007, Denver CO 80225-0007. Specify standard(s) needed when requesting a copy.
4. Bureau of Reclamation manuals and other publications including significant scientific, technical, and engineering works are available from the National Technical Information Service (NTIS). Information regarding availability and pricing may be obtained by contacting NTIS at the following address:
United States Department of Commerce National Technical Information Service 5285 Port Royal Road Springfield, VA 22161 Telephone: 703-487-4650 or 1-800-553-6847
D. Industrial and Governmental Documents:
1. When a reference has a joint designation (e.g. ANSI/IEEE) these specifications generally cite the proponent organization (e.g. IEEE).
2. Addresses for obtaining industrial and governmental (other than Federal and
Bureau of Reclamation specifications and standards) specifications, standards, and codes are listed in Table 01 42 10A - Addresses for Specifications, Standards, and Codes.
Table 01 42 10A - Addresses for Specifications, Standards, and Codes
Acronym Name and Address Telephone
ACI American Concrete Institute 38800 Country Club Dr.
Farmington Hills, MI 48331-3439 https://www.concrete.org/home.aspx”
248-848-3700
AGC Associated General Contractors of America 333 John Carlyle Street, Suite 200 Alexandria, VA 22314 www.agc.org
703-548-3118
ASME American Society of Mechanical Engineers 3 Park Avenue New York, NY 10016-5990 www.asme.org
800-843-2763
01 42 10 - 3
Table 01 42 10A - Addresses for Specifications, Standards, and Codes
Acronym Name and Address Telephone
ASTM ASTM International P.O. Box C700 100 Barr Harbor Drive West Conshohocken, PA 19428-2959 www.astm.org
610-832-9585
ICRI International Concrete Repair Institute 1000 Westgate Drive, Suite 252 | St. Paul, Minnesota 55114 http://www.icri.org/
651-366-6095
IEEE Institute of Electrical and Electronics Engineers 3 Park Avenue,17th Floor New York, NY 10016-5997 www.ieee.org
212-419-7900
NIBS National Institute of Building Sciences 1090 Vermont Avenue, NW., Suite 700 Washington, DC 20005-4905 www.nibs.org
202-289-7800
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
01 42 10 - 4
Temporary Utilities
01 51 00 - 1
SECTION 01 51 00
TEMPORARY UTILITIES
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. Institute of Electrical and Electronics Engineers (IEEE)
1. IEEE C2-12 National Electrical Safety Code (NESC)
B. National Marine Fisheries Service (NMFS)
1. Water Drafting Specifications, National Marine Fish Service, Southwest Region, August 2001
2. Available online at:
https://www.westcoast.fisheries.noaa.gov/publications/hydropower/water_draftin g_specification_guidelines.pdf.
C. Occupational Safety and Health Administration (OSHA)
1. 29 CFR Part 1910 OSHA General Industry Standards
2. 29 CFR Part 1926 OSHA Construction Industry Regulations
3. Available online at: https://www.osha.gov/.
1.03 TEMPORARY ELECTRICITY
A. Contractor shall provide all electric power required for construction.
B. Provide generators, transmission lines, distribution circuits, transformers, and other electrical equipment and facilities required for obtaining power and distributing power to points of use.
C. Comply with IEEE C2 clearances and spacing for temporary communications and supply lines.
1.04 TEMPORARY WATER
A. Water from Eastside Bypass Channel will be available for construction purposes in accordance with Drawing 3766-D-60126.
1. Coordinate use of water with the OGR.
Temporary Utilities
01 51 00 - 2
2. Government will designate locations from which water may be obtained.
3. No charge will be made for water obtained from this source.
4. Draft water in accordance with Section 31 03 10, Diversion and Care of Stream and NMFS Southwest Region, Water Drafting Specifications.
B. Use water which meets specified requirements for water used in concrete and other permanent work.
C. Provide means of conveying water to points of use.
1.05 SANITARY FACILITIES
A. Contractor shall provide sanitary facilities including lavatories, hand wash stations, and garbage cans in accordance with OSHA Standards.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
3.01 REMOVAL
A. Remove temporary equipment and…
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