140R6021R0029_Amendment_0001_0001.pdf
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- Attached to
- EC - EAST PORTAL DAM SPILLWAY REPAIR
- Solicitation number
- 140R6021R0029
About this file
This is an amendment to a solicitation for spillway concrete repair work at the East Portal Diversion Dam in Colorado. The amendment revises several specification sections and drawings related to the project scope. Key details include repairing concrete and installing reinforced concrete overlays and rubber flaps at the spillway inlet bays between September and December 2022. Pricing is provided for mobilization, anchor bar installation, concrete work, concrete removal, rubber flaps, seeding, and lump sum items. Response is due by October 29, 2021. Revisions are indicated by vertical lines and include changes to the project summary, construction program, submittal requirements, safety personnel qualifications, quality procedures, and drawings.
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(x)
140R6021R0029 x x
1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE
RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR
OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.
x
R60
09/20/20210001
13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.
12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning
Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing
The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers
11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS
FACILITY CODE CODE
10B. DATED (SEE ITEM 13)
10A. MODIFICATION OF CONTRACT/ORDER NO.
9B. DATED (SEE ITEM 11)
9A. AMENDMENT OF SOLICITATION NO.
CODE
8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)
7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY
Bureau of Reclamation Missouri Basin Region Regional Office PO Box 36900 Billings MT 59107
PAGE OF PAGES
4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)
1. CONTRACT ID CODE
AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT
09/20/2021
CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT
B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:
D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).
E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.
ORDER NO. IN ITEM 10A.
14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)
East Portal Diversion Dam, Spillway Concrete Repair, Colorado Big-Thompson Project, Colorado.
See the attached for the incorporated changes:
16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)
15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED
(Signature of person authorized to sign) (Signature of Contracting Officer)
Linda Melnick
STANDARD FORM 30 (REV. 11/2016)
Prescribed by GSA FAR (48 CFR) 53.243
Previous edition unusable
Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .
Amendment No. 0001 Solicitation No. 140R6021R0029
Description of Changes:
1. Remove Foreword in its entirety and substitute therefor the attached revised Foreword.
2. In Part I – The Schedule, remove Continuation of Section B – Supplies or Services and
Prices in its entirety and substitute therefor the attached Revised Section B.
3. In Part I – The Schedule, remove Specification Section 01 11 00 – Summary of Work in its entirety and substitute therefor the attached Revised Section 01 11 00.
4. In Part I – The Schedule, remove Specification Section 01 32 20 – Construction Program in its entirety and substitute therefor the attached Revised Section 01 32 20.
5. In Part I – The Schedule, remove Specification Section 01 33 00 – Submittals in its entirety and substitute therefor the attached Revised Section 01 33 00.
6. In Part I – The Schedule, remove Specification Section 01 35 30 – Contractor’s On-Site
Safety and Health Personnel in its entirety and substitute therefor the attached Revised Section 01 35 30.
7. In Part I – The Schedule, remove Specification Section 01 46 00 – Quality Procedures in its entirety and substitute therefor the attached Revised Section 01 46 00.
8. In Part I – The Schedule, remove Specification Section 07 25 00 – Rubber Flaps in its entirety and substitute therefor the attached Revised Section 07 25 00.
9. In Part I – The Schedule, in Section 52 00 00 – Drawings, remove the following drawings and substitute therefor the attached revised drawings:
Sheet No. Drawing No.
1 245-600-60063, Rev 1 dated 09/01/2021 2 245-600-60064, Rev 1 dated 09/01/2021
For convenience, essential changes on the revised solicitation pages are indicated by a vertical line within the margin, whereby the lines or paragraphs are changed from the previous version.
However, all portions of the revised solicitation pages shall apply whether changes thereon have been indicated or not.
Acknowledgement: See Block 11 on the Standard Form 30 regarding acknowledgement by offerors to this amendment. The Government requires acknowledgment by offerors to this amendment at the place designated for receipt of proposals. (Please see Block 19 on the Standard Form 1442.)
Solicitation No. 140R6021R0029
Receipt of Proposals: The hour and date for receipt of proposals remains the same; 2:00 PM MDT on October 29, 2021.
Third Party: If you have provided a copy of this solicitation to another company or individual, please forward this amendment accordingly.
Foreword - i (Revised)
East Portal Diversion Dam - Spillway Concrete Repair Colorado-Big Thompson Project
Colorado
FOREWORD
Work under this solicitation is to be performed at East Portal Diversion Dam located approximately five (5) miles southwest of Estes Park, Larimer County, Colorado, at the end of Tunnel Road/CO 66.
The principal components of work to be performed under these specifications include the following:
A. Remove existing concrete in specified locations.
B. Cast-in-place reinforced-concrete overlay inside of the existing concrete spillway, anchoring into the partition wall.
C. Furnish and install a rubber flaps on each spillway inlet bay.
Due to operational constraints, all on-site work shall be performed between September 19, 2022 and December 17, 2022.
POINT OF CONTACT – The Contract Specialist for this action is Ms. Charlee Maurer. All questions and correspondence concerning this solicitation shall be directed to her via e-mail at camaurer@usbr.gov.
METHOD OF PROCUREMENT – This requirement is solicited as a Request For Proposal using the Federal Acquisition Regulation Part 15, Contracting by Negotiation.
ORGANIZED SITE VISIT – A virtual site visit will be held on October 7, 2021 at 2:00 PM MST. Prospective offerors interested in attending should contact Ms. Maurer via email. All offerors are strongly encouraged to attend this meeting.
CONTRACTOR QUESTIONS – The Government will not address questions received from prospective offerors after 4:00 MST PM on October 12, 2021.
RECLAMATION SAFETY AND HEALTH STANDARDS (2014 EDITION) – For information regarding Bureau of Reclamation's publication "RECLAMATION SAFETY AND HEALTH STANDARDS" (2014 Edition at http://www.usbr.gov/ssle/safety/RSHS/rshs.html) which is applicable to work under this contract, see clause at "WBR 1452.223-81 SAFETY AND
HEALTH."
SYSTEM FOR AWARD MANAGEMENT (SAM) – Effective October 26, 2018, all contractors interested in doing business with the Federal Government must be registered in the System for Award Management (SAM) database when submitted an offer or quotation. Note: Registering in mailto:camaurer@usbr.gov http://www.usbr.gov/ssle/safety/RSHS/rshs.html
Foreword - ii (Revised)
“SAM” does not constitute an automatic award of any contract or agreement to the registering contractor. SAM is a centralized database for consolidating the Central Contractor Registration (CCR), the Online Representation and Certifications Application (ORCA), and the Excluded Parties List System (EPLS).
Additionally, the contractors “DUNS and BRADSTREET” and banking information are required for the SAM registration and annual confirmation requirements must be accomplished through the SAM website at https://www.sam.gov. For assistance with registering in SAM, contact the Federal Services Desk at 1-866-606-8220.
INVOICE PROCESSING PLATFORM (IPP) – Payment requests for the anticipated contract or agreement must be submitted electronically through the U.S. Department of Treasury’s “Invoice Processing Platform” (IPP) System via the IPP website at https://www.ipp.gov. Contractors are required to use the IPP website to access and use IPP for submitting request for payment.
Registration assistance can be obtained by contacting the “IPP Production Helpdesk” via email ippgroup@bos.fbr.org or phone 1-866-973-3131. If the contractor is unable to comply with the requirement to use IPP for submitting invoices for payment, the contractor can submit a waiver request in writing to the Contractor Officer with its proposal. Note: Waivers will be on a case by case basis and not automatically granted as determined by the Contract Officer. Please see Paragraph G.3, DOI-AAAP-0028 for more specific information on the process for submitting invoices in IPP.
https://www.sam.gov/ https://www.ipp.gov/ mailto:ippgroup@bos.fbr.org
East Portal Diversion Dam Amendment No. 0001 Spillway Concrete Repair Specifications No. 60-C0660
Schedule
Revised B - 1
CONTINUATION OF
SECTION B – SUPPLIES OR SERVICES AND PRICES
East Portal Diversion Dam - Spillway Concrete Repair
Colorado-Big Thompson Project Colorado
B.1 PRICE SCHEDULE
(a) Offers will be considered for award on the following Price Schedule, but no offer will be considered for award on only a part of the Price Schedule.
(b) All 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 the 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 20 30 Grouted Anchor Bars 66 EA $ $
3 03 30 00 Cast-In-Place Concrete 47 CY $ $
4 03 81 10 Concrete Removal For the lump-sum of $
5 07 25 00 Rubber Flaps For the lump-sum of $
6 32 92 20 Seeding and Soil Supplements
2 AC $ $
Schedule
Revised B - 2
TOTAL FOR PRICE SCHEDULE $_________________
END OF SCHEDULE
Summary of Work
Revised 01 11 00 - 1
SECTION 01 11 00
SUMMARY OF WORK
PART 1 GENERAL
1.01 LOCATION
A. Work under this solicitation is to be performed at East Portal Dam located approximately 5 miles southwest of Estes Park, Colorado in Larimer County, at the end of Tunnel Road/CO 66.
1.02 PRINCIPAL COMPONENTS OF WORK
A. The principal components of work to be performed under these specifications include the following:
1. Remove existing concrete in specified locations.
2. Cast-in-place reinforced-concrete overlay inside of the existing concrete spillway, anchoring into the partition wall.
3. Furnish and install rubber flaps on each spillway inlet bay.
B. Due to operational constraints, all on-site work shall be performed between September 19, 2022 and December 17, 2022.
1.03 SPECIFICATIONS REQUIREMENTS
A. Requirements in Division 1, General Requirements, apply to Divisions 2 through 53.
B. Imperative statements in these specifications are Contractor requirements, unless otherwise stated.
C. Where specifications are written in streamlined form, the words “shall be” are included by inference where a colon (:) is used within the sentence or phrase.
1.04 DEFINITIONS
A. When the specifications use a word or term defined in the Federal Acquisition Regulations (FAR), the definition of the word or term shall be in accordance with FAR sections in effect at the time the solicitation was issued.
1.05 ACRONYMS
A. The following acronyms apply to specifications Divisions 1 through 52:
1. CO: Contracting Officer
2. COR: Contracting Officer’s Representative
Summary of Work
Revised 01 11 00 - 2
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Not Used
END OF SECTION
Construction Program
Revised 01 32 20 - 1
SECTION 01 32 20
CONSTRUCTION PROGRAM
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. 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. Cost loading: Contractor earnings based on payments from Government to contractor.
1.03 REFERENCE STANDARDS
A. Associated General Contractors of America (AGC)
1. AGC Manual-04 Construction Planning and Scheduling Manual
B. Bureau of Reclamation (USBR)
1. Project Management Framework Available on the Internet at:
https://www.usbr.gov/pm/docs/Project-
Management-Framework-Report.pdf
1.04 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 - Submittals.
1. Furnish database files in format compatible with Microsoft Project (release 2010 or newer).
2. Furnish schedule and analysis data.
3. Upon request, provide information and data used to develop and maintain the
Construction Program to the COR.
Revised 01 32 20 - 2
B. RSN 01 32 20-1, Baseline Schedule:
1. Include:
a. Construction Program/Schedule database.
b. Definition of project calendars.
c. Gantt chart (Bar chart) for project.
d. Activity Value Report.
C. RSN 01 32 20-2, 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.
1) Provide a written narrative stating status of project including the data date represented by the project.
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 that negatively impact any Government action that was initiated based on the current schedule.
3) 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.
e. Activity Value Report.
1.05 SCHEDULE
A. Develop, maintain, and use approved Construction Program to plan, monitor, report, and evaluate accomplishment of work.
B. Prepare construction schedules using Critical Path Method outlined in AGC Manual.
C. Failure to include any element of the work will not release Contractor from completing all required work under the contract.
D. Construction Program:
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.
Revised 01 32 20 - 3
3. Include work of subcontractors, Government interfaces, and contract milestones.
4. Include contract title, contract number, data date, and Contractor's name on each sheet.
5. Define activities to a level of detail resulting in their durations being no greater than 20 workdays unless otherwise accepted by COR.
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.
6. Use durations in units of whole workdays.
7. Include activities for Government reviews and approvals of submittals that are critical to the project completion data.
8. Update schedule with changes directed by contract modifications or approved changes to sequencing.
E. Baseline Schedule:
1. Represents Contractor’s as-planned approach to accomplishing the work.
2. Include planned start and completion dates for features of work.
3. Activity Value Report.
F. Updated Schedule:
1. Enter actual progress.
2. Assign a unique project file name for each schedule update.
3. Activity Value Report.
G. Cost-Loaded Schedule:
1. Allocate contract value to schedule activities per CLIN amounts in accordance with contract requirements and Measurement and Payment statements in specifications. Provide a Schedule of Values for Lump Sum CLIN's. Coordinate content for Schedule of Values with COR prior to submitting Cost-Loaded
Schedule.
2. Assign values to appropriate activities.
a. Total of activity values equal total contract value.
b. Every activity does not require a value.
3. Include separate schedule activities to depict amount and timing of payment, if necessary, such as Delivery activities.
4. Activity Value Report:
a. Report showing expense allocation for each activity. For each activity include:
Construction Program
Revised 01 32 20 - 4
1) Activity ID
2) Activity Name
3) CLIN
4) Planned Cost
5) Actual Cost
6) Budget at Completion
7) Remaining Cost
5. Assign contract values for contract modification activities.
H. Contract Change or Delay:
1. Submit a time impact evaluation within 14 days of contract change or delay, showing effects of change order or delay on the progress schedule.
2. Time extensions for performance will be considered only to the extent that the
Contractor’s current scheduled milestone dates exceed the contract milestone dates.
I. Float is not for the exclusive use by or benefit of either the Government or the
Contractor.
J. 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
Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.
2. Costs for actions required to improve progress will be the responsibility of the
Contractor.
1.06 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.
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
Construction Program
Revised 01 32 20 - 5
PART 3 EXECUTION
Spillway Concrete Repair Specification No. 60-C0660
Submittals
Revised 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.
C. Submittals: Considered “shop drawings” within the terms of the clause at FAR 52.236-
21, Specifications and Drawings for Construction.
1.04 SUBMITTAL REQUIREMENTS
A. In case of conflict between requirements of this section and requirements included elsewhere in these specifications, requirements included in this section 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.
Revised 01 33 00 - 2
c. Date.
2. Reserve 3- by 3-inch space next to title block for review stamps.
3. Size: ANSI D size (22 inches by 34 inches).
4. Draw to scale using computer drafting.
a. In accordance with NIBS NCS.
b. Electronic file format: Compatible with AutoCAD, Version 2018 or later.
c. Compile using “eTransmit” utility in AutoCAD.
d. Government will provide electronic AutoCAD format template.
e. 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.
f. Show as-built changes, including revision dates, made during installation.
Indicate changes by clouding.
D. Product Data:
1. Mark manufacturer's data for commercial products or equipment, such as catalog cut sheets.
a. Identify manufacturer's name, type, model, size, and characteristics.
b. Illustrate that product or equipment meets requirements of specifications.
c. Mark items to be furnished in a manner that will photocopy (no highlighter).
d. Strike through items that do not apply.
E. Certifications:
1. Certifications by a registered professional: Signed and sealed by registered professional.
2. Manufacturer’s certifications: Signed by authorized representative of manufacturer.
F. Photographs:
1. Professional quality, 8 inches by 10 inches, color, for each listed view.
a. Include contract number, name of equipment, and view title.
b. Include digital files in .jpeg or similar format.
G. Videos:
1. Include digital file in MP4 format.
Revised 01 33 00 - 3
2. Submit on thumbdrive.
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:” columns in Table
01 33 00A - List of Submittals.
1. Electronic submittals:
a. In Portable Document Format (PDF).
1) Optical Character Recognition (OCR).
2) 508 compliant.
3) RSNs having more than one requirement shall be bookmarked.
4) RSNs with requirements for files other than PDF (e.g. .XER, .PLF, .DWGs, etc.) shall be combined using WINZip.
b. Include RSN transmittal letter.
c. Personally Identifiable Information (PII) shall be encrypted using WINZip or Adobe Acrobat before transmitting electronically.
2. Submit electronic submittals via e-mail or thumb drive based on size:
a. The Government can receive e-mails up to 25 MB. However, e-mails over
10 MB should be considered extra-large. E-mailing of electronic submittals exceeding 10 MB should only occur after transmittal of extra-large size e-mail has been verified.
b. Address e-mail of electronic submittals less than extra-large size to:
1) Address to be determined upon notice to proceed.
c. Electronic submittals that are too large to e-mail shall be submitted on thumb drive.
d. Submittals received after 5:00 p.m. Mountain Time, shall be documented as received the next business day.
D. Include the following information in transmittal letters:
1. Contract number and title.
2. RSN for each attached submittal.
3. Responsible code.
Revised 01 33 00 - 4
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.
a. Resubmitted drawings shall include a revision block with date.
2. Describe reasons for significant changes in transmittal letter.
3. Resubmit returned submittals within 7 days after receiving comments, unless otherwise directed.
4. Requirements for initial submittals apply to resubmittals.
5. Resubmittals shall be complete submittals without reference to the original submittal.
F. Submit each RSN under a separate transmittal letter. Multiple RSNs submitted under a single letter will be returned for resubmittal.
1.06 REVIEW OF SUBMITTALS
A. Time Required:
1. Submittal review will require 28 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 email date.
B. Time in Excess of Specified:
1. CO may extend contract completion date to allow additional time for completing work affected by excess review time.
a. Time extension will be to extent that excess review time caused delay to contract completion date.
b. Time extension will not exceed time used in excess of specified number of days for review of submittals or resubmittals.
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
Revised 01 33 00 - 5
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, not approved, acceptable, not acceptable, or acknowledged receipt.
a. Revise and resubmit submittals not approved or not acceptable.
b. Do not change designs without approval of CO after drawings, documentation, and technical data have been approved.
1.07 TRANSMITTAL
A. Addresses for codes receiving paper copy submittals listed in Table 01 33 00A - List of
Submittals:
1. CO: Bureau of Reclamation, Attention GP-5000, P.O. Box 36900, Billings, MT
59107-6900. Physical address: 2021 4th Avenue North, Billings, MT 59101.
2. COR: Bureau of Reclamation, Attention: EC-1800, 11056 West County Road
18E, Loveland, CO 80537-9711.
B. E-mail address for electronic submittals listed in Table 01 33 00A - List of Submittals: to be determined upon notice to proceed.
1. Submit electronic submittals that are too large for e-mail to the physical address above.
C. 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 COR unless otherwise specified.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Revised 01 33 00 - 6
Table 01 33 00A. – List of Submittals
*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative
RSN
Clause or
Section
Title
Submittals required Due date or delivery time
Respon-sible code
Sets to be sent:*
CO COR
1 Performance and
Payment Bonds -
Construction
52.228-15
Performance and
Payment Bonds
Within 10 calendar days after award
CO 1 electronic 0
2 Additional Bond
Security 52.228-
Additional Bond Security Within 10 calendar days after award
CO 1 electronic
3 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 on-site work
CO 1 electronic
1 electronic
4 Liability
Insurance
1452.228-70
Acceptable Certificate of
Liability Insurance
Prior to commencement of work under the contract
CO 1 electronic 0
5 Equal
Opportunity
52.222-26
Information required by
Executive Order 112246
(SF-100)
Within 30 days following award
CO 1 electronic 0
6 Reporting
Executive
Compensation and First Tier
Subcontract
Awards 52.204-
Certification that executive compensation and subcontract awards were reported
Within 10 days of each report being submitted
CO 1 electronic 0
7 Release of
Claims
1452.204-70
Release of Claims (DI-
137) against the
Government
After completion of the work and prior to final payment
CO 1 electronic 0
8 Personal Identity
Verification
52.204-09
SF-85 and OF-306 for each employee and subcontractor employee working on site
Within 10 days after receipt of Notice to
Proceed or 10 days before commenting work (for new hire)
CO 1 electronic 0
9 Labor Standards
Data 52.222-11
1) List of subcontractors Within 14 days after award of contract
COR 1 electronic
10 Labor Standards
Data 52.222-11
Statement and acknowledgement Form
(SF-1413) for each subcontract
Within 14 days after award of contract
COR 1 electronic
11 Payrolls and
Basic Records
52.222-08
Copies of all payrolls Weekly for each week of contract performance
COR 1 electronic encrypted encrypted
Submittals
Revised 01 33 00 - 7
Table 01 33 00A. – List of Submittals
*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative
RSN
Clause or
Section
Title
Submittals required Due date or delivery time
Respon-sible code
Sets to be sent:*
CO COR
12 Site Security
WBR 1452.237-
List of contractor and subcontractor employees
At least 28 days prior to arriving at worksite
COR 0 1 electronic encrypted
13 Site Security
WBR 1452.237-
List of vehicles and equipment to be brought on site
At least 28 days prior to arriving at worksite
COR 0 1 electronic encrypted
14 Superintendence by the
Contractor
Site superintendent Submitted and approved at least 28 days prior to mobilization
CO 1 electronic 1 electronic
15 Statement of
Values (Clause
MB-1)
Required for lump-sum items in the Bid Schedule
Submitted and approved before any payment other than bonds and insurance
CO 1 electronic 1 electronic
Division 1 - General
01 14 10-1 Use of Site Land Use and Landscape
Rehabilitation Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 32 20-1 Construction
Program
Baseline Schedule Submitted and approved at least 28 days before mobilization
COR 1 electronic 1 electronic
01 32 20-2 Construction
Program
Updated Schedule Monthly COR 1 electronic 1 electronic
01 35 10-1 Safety Data
Sheets
Complete LHM and SDS Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 35 10-2 Safety Data
Sheets
Updated LHM and SDS Submitted and approved at least 28 days before jobsite delivery of hazardous material not previously listed
COR 0 1 electronic
01 35 20-1 Safety and
Health
Safety and Health
Program
Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic
01 35 20-2 Safety and
Health
Monthly Accident
Summary Report
Monthly COR 0 1 electronic
01 35 20-3 Safety and
Health
Respirator User
Documentation
Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic encrypted
01 35 20-4 Safety and
Health
Crane Operation
Certificates (if applicable)
Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic
01 35 20-5 Safety and
Health
Exposure Assessment
Form (if applicable)
Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic
Revised 01 33 00 - 8
Table 01 33 00A. – List of Submittals
*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative
RSN
Clause or
Section
Title
Submittals required Due date or delivery time
Respon-sible code
Sets to be sent:*
CO COR
01 35 20-6 Safety and
Health
Other Training
Certificates
Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic
01 35 30-1 Contractor’s On-site Safety and
Health Personnel
Qualifications Submitted and accepted at least 28 days before mobilization
COR 0 1 electronic encrypted
01 35 30-2 Contractor’s On-site Safety and
Health Personnel
Safety Inspection Reports Weekly COR 0 1 electronic
01 46 00-1 Quality
Procedures
Contractor’s Quality
Control Program
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 46 00-2 Quality
Procedures
Contractor’s Daily
Reports
Weekly COR 0 1 electronic
01 46 00-3 Quality
Procedures
Quality Control
Supervisor Resume
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic encrypted
01 46 00-4 Quality
Procedures
Contractor’s Quality
Testing Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 46 00-5 Quality
Procedures
Summary of Test Results Monthly COR 0 1 electronic
01 46 20-1 Testing Agency
Services
Testing Agency Services
Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 55 00-1 Vehicular
Access and
Parking
Haul Routes and Parking
Plans
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 57 30-1 Water Pollution
Control
Water Quality
Management Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 74 00-1 Cleaning and
Waste
Management
Waste Production and
Disposal Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
01 74 00-2 Cleaning and
Waste
Management
Waste Production and
Disposal Records
Within 7 days of waste disposal
COR 0 1 electronic
01 74 00-3 Cleaning and
Waste
Management
Environmental Consultant
Resume (if required)
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic encrypted
01 74 00-4 Cleaning and
Waste
Management
Environmental Site
Assessment (if required)
Within 14 days of completion of work
COR 0 1 electronic
01 78 30-1 Project Record
Documents
Final As-Built Drawings Within 28 days of completion of work
Revised 01 33 00 - 9
Table 01 33 00A. – List of Submittals
*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative
RSN
Clause or
Section
Title
Submittals required Due date or delivery time
Respon-sible code
Sets to be sent:*
CO COR
Division 2 – Existing Conditions
02 70 10-1 Removal and
Control of Water
Removal and Control of
Water Plan
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
Division 3 – Concrete
03 11 10-1 Concrete
Forming
Formwork Drawings Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 20 00-1 Concrete
Reinforcing
Reinforcement Diagrams and Lists
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 20 30-1 Grouted Anchor
Bars
Qualifications Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 20 30-2 Grouted Anchor
Bars
Approval Data Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 20 30-3 Grouted Anchor
Bars
Instructions Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 30 00-1 Cast-In-Place
Concrete
Approval Data Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 30 00-2 Cast-In-Place
Concrete
Concrete Placement
Schedule
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 30 00-3 Cast-In-Place
Concrete
Certifications Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
03 30 00-4 Cast-In-Place
Concrete
Test Reports Within 24 hours after completion of tests
COR 0 1 electronic
03 81 10-1 Concrete
Removal
Concrete Removal Plan Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
Division 7 – Thermal and Moisture Protection
07 25 00-1 Rubber Flaps Product Data Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
07 25 00-2 Rubber Flaps Installation Plan and
Detail Drawings
Submitted and approved at least 28 days before mobilization
COR 0 1 electronic
Division 32 – Exterior Improvements
32 92 20-1 Seeding and Soil
Supplements
Seeding Plan Submitted and approved at least 28 days prior to seeding
Revised 01 33 00 - 10
Table 01 33 00A. – List of Submittals
*CO indicates Contracting Officer and COR indicates Contracting Officer’s Representative
RSN
Clause or
Section
Title
Submittals required Due date or delivery time
Respon-sible code
Sets to be sent:*
CO COR
32 92 20-2 Seeding and Soil
Supplements
Certifications Submitted and approved at least 28 days prior to seeding
Contractor’s On-site Safety and Health Personnel
Revised 01 35 30 - 1
SECTION 01 35 30
CONTRACTOR’S ON-SITE SAFETY AND HEALTH PERSONNEL
PART 1 GENERAL
1.01 MEASUREMENT AND PAYMENT
A. Cost:
1. Include in the prices offered in the Price Schedule for other items of work.
1.02 REFERENCES
A. Bureau of Reclamation (USBR)
1. RSHS Reclamation Safety and Health Standards (found at http://www.usbr.gov/ssle/safety/RSHS/rshs.html)
1.03 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 – Submittals
B. RSN 01 35 30-1, Qualifications:
1. Include resumes, descriptions of similar responsibilities on similar construction projects, and copies of training certifications for the following:
a. Contractor’s On-site Safety Representative
b. Contactor’s Part-Time On-site Safety and Health Professional
C. RSN 01 35 30-2, Safety Inspection Reports:
1. Prepare detailed weekly safety inspection reports, including (but not limited to) noted deficiencies with digital photos, correction dates, and follow-up actions.
2. Base inspection report on findings of jobsite walk-through with Government personnel.
1.04 QUALIFICATIONS
A. Contractor’s On-site Safety Representative:
1. Competent supervisory employee with safety- and health-related training, with experience and duties on similar construction products.
2. Completed an Occupational Safety and Health Administration (OSHA)-authorized 30-hour course for construction safety within the last 3 years.
3. Acceptable to the COR.
B. Contractor’s Part-Time On-site Safety and Health Professional:
http://www.usbr.gov/ssle/safety/RSHS/rshs.html
Revised 01 35 30 - 2
1. Qualified by virtue of education, training, certification, and experience in which professional status in the construction safety field has been established.
2. Acceptable to the COR.
1.05 AUTHORITIES, DUTIES, AND RESPONSIBILITIES
A. The authorities, duties, and responsibilities of on-site safety and health personnel include (but are not limited to) the following:
B. Contractor’s On-site Safety Representative:
1. Is responsible for effectively implementing the Contractor’s Safety and Health
Program (see Section 01 35 20 – Safety and Health).
2. Coordinates all emergency response activities.
3. Recommends controls for observed hazards or predicted hazards.
4. Has full authorization to correct unsafe acts on the spot, including the authority to stop work to correct safety and health problems.
5. Leads weekly safety meetings at the jobsite.
6. Remains on-site, at the point of work, during any and all construction activities.
7. Assembles, reviews, and signs each Job Hazard Analysis (JHA).
8. Verifies the correct use of respiratory protection and personal protective equipment (PPE).
9. Conducts monthly safety inspections in cooperation with the Contractor’s Part-
Time On-site Safety Professional and the on-site Government representative, and prepares inspection reports in accordance with RSN 01 35 30-3. Ensures that the inspection reports are available for review onsite.
10. Provides direct oversight and assembles a detailed report of all incident reviews, near-misses, accidents, and emergency response or rescue actions in accordance with RSHS Section 3.
11. May have other non-safety-related duties.
C. Contractor’s Part-Time On-site Safety and Health Professional:
1. Is responsible for hazard recognition, control, and accident prevention.
2. Visits the site a minimum of one time per week.
3. Before start of construction, identifies existing and predictable unsanitary, hazardous, or dangerous conditions.
4. Approves the site-specific Contractor’s Safety and Health Program (see Section
01 35 20 – Safety and Health). Responsible for coordinating all elements contained in the Contractor’s Safety and Health Program and these specifications.
5. Participates in weekly safety meetings at the jobsite.
Revised 01 35 30 - 3
6. May act as the qualified person for designing fall protection, excavation and scaffolding systems in accordance with the regulatory standards.
7. Reviews and signs each JHA.
8. Has full authorization to correct unsafe acts on the spot, including the authority to stop work to correct safety and health problems.
9. Verifies the correct use of respiratory protection and PPE.
10. Participates in monthly safety inspections in cooperation with the Contactor’s On-site Safety Representative and the on-site Government representative, and assists with inspection reports in accordance with RSN 01 35 30-3.
11. Reviews and finalizes all incident reviews, near-misses, accident reports, and emergency response or rescue actions in accordance with RSHS Section 3.
12. Attends the Safety Program Review Meeting and conducts the monthly Joint Safety Policy Meetings (JSPMs) in accordance with RSHS Section 3.
1.06 QUALITY ASSURANCE
A. The effectiveness of the Contractor’s Part-Time On-site Safety and Health personnel in performing their respective authorities, duties, and responsibilities will be subject to continued review and approval by the COR.
1. Should these efforts be deemed insufficient, the Contractor may be required to provide the services of qualified, full-time safety professional(s) at no additional cost to the Government.
PART 2 PRODUCTS
Not Used
PART 3 EXECUTION
Quality Procedures
Revised 01 46 00 - 1
SECTION 01 46 00
QUALITY PROCEDURES
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. Quality Assurance: Inspection and tests performed by Government to ensure compliance with the terms of the contract.
B. Quality Control: Activities performed by Contractor to ensure work conforms to contract requirements.
1. The clause at FAR 52.246-12 - Inspection of Construction, requires the
Contractor to establish an inspection system to ensure quality.
2. Quality Control includes activities in addition to specified Contractor Quality
Testing to ensure work conforms to contract requirements.
C. Contractor Quality Testing: Specified tests shall be performed by the Contractor.
1. The Government may use the test results for Quality Assurance.
2. The Contractor may use the test results as part of Contractor quality control.
a. The Government anticipates that these tests will be part of the Contractor’s quality control program; however the tests do not relieve the Contractor of providing adequate quality control measures in accordance with the clause at FAR 52.246-12 - Inspection of Construction.
1.03 SUBMITTALS
A. Submit the following in accordance with Section 01 33 00 – Submittals.
B. RSN 01 46 00-1, Contractor’s Quality Control Program:
1. Program shall be based upon the following definable features of work and include preparatory, initial, and follow-up, for each definable feature:
a. Submittal preparation, transmittal, comment incorporation, and resubmittal process
b. Mobilization
c. Removal and control of water during each phase of construction
Revised 01 46 00 - 2
d. Water quality management
e. Grouted anchor bar installation
f. Concrete removal
g. Concrete preparation
h. Ventilation and heating
i. Concrete placement
j. Rubber flaps installation
k. Reseeding of staging area
l. Project closeout and lessons learned
C. RSN 01 46 00-2, Contractor’s Daily Reports:
1. Submit daily reports on a weekly basis.
2. As a minimum, the Contractor’s Daily Report shall include the following information:
a. The report shall include a record of all of the contractor's activities throughout the shift regardless of how minor or complex. The report is to be started at the beginning of the shift, written during the shift, and completed at the end of the shift and include any information pertinent to the report. The finished report shall be prepared in such detail that a person not familiar with the day's work could determine what was done and could calculate the contractor's direct cost for that day. The report shall state specific safety violations noted during the shift including actions taken, including names of people involved in the infraction and who corrected it. In addition, the report shall document significant discussions held between Reclamation and contractor personnel or other parties involved with the project.
b. The report shall include the temperature (maximum/minimum), wind conditions, estimated humidity, sunshine, and precipitation (type and intensity), if necessary for the type of work being performed. The name of the contractor's representative on the site during the shift shall be noted, and if the representative is on the site part time. Subcontractor activity shall be noted.
c. The main body of the report shall contain the location and a detailed description of all work, and sketches or photographs where appropriate to assist in the description. This description shall reflect what, where, when, why, who, and how the work was being performed. The report shall provide a record of quantities installed, specific stations or locations of the work, and description by CPM program activity (if applicable). The report shall show labor classification and equipment actually being used during the shift, work the labor force and equipment is performing, and the
Revised 01 46 00 - 3 period of time labor and equipment is performing. Equipment that is idle or being repaired shall be noted.
3. The report shall contain a list of materials and equipment delivered to the job, what materials were installed, and any materials that were refused or wasted during the shift. Other items to be reported include changes in site conditions, modifications in design and installation, photographs taken, environmental compliance or noncompliance, hazardous waste and materials concerns, landowner contacts, worker complaints, and potential problems observed.
D. RSN 01 46 00-3, Quality Control Supervisor Resume:
1. Designation of authorized individual as the Quality Control Supervisor to develop and manage the quality control processes.
2. Resume of the designated Quality Control Supervisor.
E. RSN 01 46 00-4, Contractor’s Quality Testing Plan:
1. Address methods, procedures, frequencies, and scheduling for performing quality testing as required in other specification sections.
F. RSN 01 46 00-5, Summary of Test Results:
1. Summary of all test results submitted monthly.
1.04 QUALITY CONTROL PHASES
A. Preparatory Phase:
1. Performed well enough in advance and prior to the beginning of work and as detailed below:
a. Notify the COR, in writing, 7 days in advance for beginning any of the required actions of the preparatory phase.
b. Review all approved submittals and identify any missing information or required submittals.
c. Review of each paragraph of applicable specifications and references.
d. Review of contract plans.
e. Check to assure that all materials and/or equipment have been tested, submitted, and approved.
f. Check to assure that provisions have been made to provide required control inspection and testing.
g. Examination of the work area to assure that all required preliminary work has been completed.
h. Physical examination of required materials, equipment, and sample work to assure that they are on hand and conform to the approved shop drawings or submitted data.
Revised 01 46 00 - 4
i. Review of appropriate job hazard analysis.
j. Discussion of procedures for constructing the work including the review of repetitive deficiencies.
k. Arrange for quality control testing if required.
2. Shall include a “Preparatory Meeting” conducted by the Quality Control Manager and shall be attended by the superintendent, other quality control personnel, the foreman responsible for the definable feature, Reclamation’s On-site Government Representative (OGR), and COR – if available.
a. Results of the preparatory phase actions shall be discussed in the
Preparatory Meeting and shall be documented by separate minutes prepared by the Quality Control Manager and attached to the Contractor’s Daily Report.
B. Initial Phase:
1. Accomplished at the beginning of a definable feature of work.
2. Verify that control for work developed in the “Preparatory Meeting” is implemented and the work is performed to the level of workmanship required.
3. Performed as detailed below:
a. Notify the COR, in writing, 7 days in advance of beginning any of the required actions of the initial phase.
b. Review minutes of “Preparatory Meeting.”
c. Check preliminary work.
d. Verify adequacy of controls to ensure full contract compliance.
e. Establish levels of workmanship.
f. Resolve all differences.
g. Review of safety information shall include compliance with the safety program and job hazard analysis. Review the job hazard analysis with workers.
4. Shall include an “Initial Phase Meeting” conducted by the Quality Control Manager and shall be attended by the superintendent, other quality control personnel, the foreman responsible for the definable feature, Reclamation’s On-site Government Representative (OGR), and COR – if available.
5. Results of the initial phase actions shall be discussed in the Initial Phase Meeting and shall be documented by separate minutes prepared by the Quality Control Manager and attached to the Contractor’s Daily Report.
6. The initial phase shall be repeated for each new crew on the project site, or at any time the established level of workmanship is not being met.
C. Follow-up Phase:
Revised 01 46 00 - 5
1. Daily checks shall be performed to assure continuing compliance with contract requirements, including safety and control testing, until completion of the feature of work.
2. Checks shall be made a matter of record in the Contractor’s Quality Control documentation.
3. Final follow-up checks shall be conducted and all deficiencies corrected prior to the start of additional features of work.
4. Quality control personnel shall continually refer back to the standards set in the “Preparatory and Initial Phases.”
1.05 QUALIFICATIONS
A. Contractor shall designate employee as…
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