A06_HMNAR__100__Specifications_0001.pdf

Hart Mountain NAR Grade Road Restoration

Project

Volume I — Technical Specifications

Issued for Bid Design Submittal

FINAL

Revision No. 01

February 2022

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The technical material and data contained in this document were prepared under the supervision and direction of the undersigned, whose seals, as professional engineers/architects licensed to practice as such, are affixed on the following pages

EROSION CONTROL / CIVIL DESIGN

Andrew Leman

MCMILLEN JACOBS – 02082022 TABLE OF CONTENTS

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HART MOUNTAIN NAR GRADE ROAD RESTORATION PROJECT

TECHNICAL SPECIFICATIONS

ISSUED FOR BID

TABLE OF CONTENTS

Division 01 – General Requirements

Section 01 11 00 – Summary of Work Section 01 32 15 – CPM Construction Schedule Section 01 33 00 – Contractor Submittals Section 01 40 00 – Quality Requirements Section 01 42 10 – Reference Standards Section 01 55 00 – Site Access and Storage Section 01 57 20 – Temporary Environmental Controls Section 01 60 00 – Products, Materials, Equipment, and Substitutions Section 01 77 00 – Project Closeout

Division 02 – Existing Conditions Section 02 22 00 – Site Condition Assessment

*See the Contract Drawings for all additional technical specifications.

MCMILLEN JACOBS – 02082022 TABLE OF CONTENTS

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MCMILLEN JACOBS - 02082022 BID FORMS

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BID SCHEDULE

Schedule of prices for construction of Hart Mountain NAR Grade Road Restoration in accordance with the Contract Documents.

Item Unit No. Description Quantity Unit* Price Amount

1. Mobilization Allowance 1 LS $ $

2. Rock Scaling 1 LS $ $

3. Ditch Clearing 1 LS $ $

4. Erosion Mitigation** 1 LS $ $

5. Road Resurfacing** 1 LS $ $

6. Low-Visibility Curve Regrading 1 LS $ $ and Sitework

7. Signage, Road Delineators, 1 LS $ $ and Landscaping Boulders

8. Road Surfacing Material 8,000 CY $ $ Generation and Stockpiling

9. Riprap Material 50 CY $ $ Generation and Stockpiling

10. [Option] Road Surfacing TBD CY $ TBD Material Generation and Stockpiling***

11. [Option] Riprap Material TBD CY $ TBD Generation and Stockpiling***

For a TOTAL lump sum of $ (Lines 1-9 ONLY)

* LS – Lump Sum; CY – Cubic Yard ** Erosion mitigation includes approximately 30 CY (~40 tons) of riprap material generated on-site. Road Resurfacing includes approximately 600 CY (~910 tons) of road surfacing material generated on-site. Volumes in loose condition.

*** Option Items 10 and 11 involve additional material generation and stockpiling according to the Drawings and Specifications. Options will be exercised at the OWNER’s discretion and in the volumes that they indicate on a unit price basis. Volumes will be in addition to those required for Line Items 4 and 5 and those indicated in Line Items 8 and 9. OWNER will notify the CONTRACTOR of the final volumes prior to CONTRACTOR receiving the Notice to Proceed (NTP). Volume of Line Item 10 is not expected to exceed 16,000 CY, and Line Item 11 is not expected to exceed 100 CY. Stockpile volumes are expressed in loose condition.

MCMILLEN JACOBS - 02082022 BID FORMS

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MCMILLEN JACOBS – 02082022 SUMMARY OF WORK

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SECTION 01 11 00 - SUMMARY OF WORK

PART 1 -- GENERAL

1.1 SUMMARY

A. The WORK to be performed under this Contract shall consist of furnishing tools, equipment, materials, supplies, and manufactured articles, and furnishing all labor, transportation, and services, including fuel, power, water, and essential communications, and performing all work or other operations required for the fulfillment of the Contract in strict accordance with the Contract Documents. The WORK shall be complete, and all work, materials, and services not expressly indicated or called for in the Contract Documents which may be necessary for the complete and proper construction of the WORK in good faith shall be provided by the CONTRACTOR as though originally so indicated, at no increase in cost to the OWNER.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. The WORK of this Contract comprises the restoration and repair of approximately 1,000 feet of the existing Hart Mountain Road, including the following primary elements:

1. Development of all earthwork materials to be used as part of WORK according to the project specifications at the on-site Rattlesnake Rock Pit quarry, located approximately 7.2 miles from the project location. This task will include development and stockpiling of additional road surfacing and riprap material in the amounts and locations to be specified by the OWNER.

2. Resurfacing of approximately 835 feet of the existing Hart Mountain Road (approx.

16.0 feet to 32.0 feet wide), including stripping of existing material, and placement and compaction of new road surfacing material.

3. Clearing and disposal of approximately 835 feet of rockfall and talus in the existing drainage/rockfall catchment ditch.

4. Rock scaling and disposal of all loose and unstable rock from the upgradient rock face (approx. 22.0 feet to 40 feet tall) above approximately 425 feet of the roadway.

5. Installation of approximately 500 square feet of riprap erosion repair measures on three (3) locations of eroding slope. Erosion repair measures includes development of riprap material, excavation of loose soil, and placement and compaction of riprap layer.

6. Regrading and resurfacing of a low-visibility curve approx. 160 feet long, including some rock excavation, and installation of additional safety measures including six

(6) signs on slip bases and approx. fourteen (14) landscaping boulders delineating the grade break.

7. Supply and installation of approximately 30 retroflective road edge delineators on galvanized steel posts.

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B. The WORK is located on the property of the OWNER's Hart Mountain National Antelope Refuge (NAR). The NAR headquarters is located at 38782 Hart Mountain Road, Plush OR 97637, and the project location is located approximately 3.2 miles northwest of the headquarters on the grade road leading to the headquarters and visitor’s center complex.

1.3 CONTRACT METHOD

A. The WORK hereunder will generally be constructed under a single lump sum contract.

B. This lump sum contract shall include the stockpiling of 8,000 cubic yards of road surfacing material and 50 cubic yards of riprap material, in addition to any material required for the completion of WORK. The development and stockpiling of additional earthwork materials in excess of these volumes will be a unit price addition to the lump sum contract that will be exercised at the OWNER’s discretion. The final volumes of material will be dictated by the OWNER, based on the bid price, prior to giving the CONTRACTOR the Notice to Proceed (NTP).

1.4 WORK BY OTHERS

A. Where 2 or more contracts are being performed at one time on the same Site or adjacent land in such manner that work under one contract may interfere with Site access under another, the OWNER will determine the sequence and order of the Work in either or both contracts. When the Site of one contract is the necessary or convenient means of access for performance of work under another, the OWNER may grant privilege of access or other reasonable privilege to the contractor so desiring, to the extent, amount, and in manner and at time that the OWNER may determine. No OWNER determination of method or time or sequence or order of the work or access privilege shall be the basis for a claim for delay or damage except under provisions of the General Conditions for temporary suspensions of the work. The CONTRACTOR shall conduct its operations so as to cause a minimum of interference with the work of such other contractors, and shall cooperate fully with such contractors to allow continued safe access to their respective portions of the Site, as required to perform work under their respective contracts.

B. Interference With Work On Utilities: The CONTRACTOR shall cooperate fully with all utility forces of the OWNER or forces of other public or private agencies engaged in the relocation, altering, or otherwise rearranging of any facilities which interfere with the progress of the WORK, and shall schedule the WORK so as to minimize interference with said relocation, altering, or other rearranging of facilities.

1.5 WORK SEQUENCE

A. The CONTRACTOR's attention is directed to the fact that public access through the project area shall be generally maintained for the duration of the WORK, and the CONTRACTOR shall so schedule its construction operations that no restriction of public access will occur. If the WORK reasonably requires the CONTRACTOR to take the road temporarily out of service, the CONTRACTOR shall follow the requirements of Paragraph 1.7, below, and any other Sections and Paragraphs referenced therein.

Absolutely no outages will be permitted on weekend days (Saturday and Sunday).

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B. The following activities require a road outage for protection of the public, though the CONTRACTOR nevertheless shall submit an outage plan and request per Paragraph 1.7:

1. Scaling of the upgradient rock face.

1.6 CONTRACTOR USE OF SITE

A. The CONTRACTOR's use of the Site shall be limited to its construction operations, including on-Site storage of materials, on-Site fabrication facilities, and field offices.

B. The CONTRACTOR shall not use the headquarters complex portion of the Site for any of its construction operations, with the exception of haul routes between the Rattlesnake Rock Pit and project work area.

C. The CONTRACTOR may use existing access roads between the Rattlesnake Rock Pit and the project work area, however all roads must be restored to equal or better condition than existing following the completion of the WORK.

D. The CONTRACTOR shall comply with all posted signage and traffic control measures throughout the site. Moreover, vehicle speeds through the headquarters area shall be coordinated with the OWNER for pedestrian safety and dust suppression.

1.7 OUTAGE PLAN AND REQUESTS

A. Unless the Contract Documents indicate otherwise, the CONTRACTOR shall not remove from service the grade road or any other project road without permission from the ENGINEER and OWNER.

B. See Section 01 55 00 – Site Access and Storage, Paragraph 1.2.E for discussion of temporary road closure requirements.

1.8 OWNER USE OF THE SITE

A. The OWNER may utilize all or part of the existing Site during the entire period of construction. The CONTRACTOR shall cooperate and coordinate with the OWNER to allow for Site access to remain uninhibited for all refuge staff for the duration of construction. In any event, the OWNER shall be allowed access to the Site during the period of construction.

1.9 PROJECT MEETINGS

A. Preconstruction Conference

1. Prior to the commencement of WORK at the Site, a preconstruction conference will be held at a mutually agreed time and place or virtually. The conference shall be attended by the CONTRACTOR's Project Manager, its superintendent, and its subcontractors as the CONTRACTOR deems appropriate. Other attendees will be:

a. ENGINEER and the Resident Project Representative.

b. Representatives of OWNER.

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c. Governmental representatives as appropriate.

d. Others as requested by CONTRACTOR, OWNER, or ENGINEER.

2. The CONTRACTOR shall bring the preconstruction conference submittals in accordance with Section 01 33 00 - Contractor Submittals.

3. The purpose of the conference is to designate responsible personnel and establish a working relationship. Matters requiring coordination will be discussed and procedures for handling such matters established. The complete agenda will be furnished to the CONTRACTOR prior to the meeting date. However, the CONTRACTOR should be prepared to discuss all of the items listed below.

a. Status of CONTRACTOR's insurance and bonds.

b. CONTRACTOR's tentative schedules.

c. Transmittal, review, and distribution of CONTRACTOR's submittals.

d. Processing applications for payment.

e. Maintaining record documents.

f. Critical work sequencing.

g. Field decisions and Change Orders.

h. Use of Site, office and storage areas, security, housekeeping, and OWNER's needs.

i. CONTRACTOR's assignments for safety and first aid.

j. Daily Report Form which the OWNER’s RPR will furnish.

k. Submittal Transmittal Form which the OWNER’s RPR will furnish.

4. The OWNER will preside at the preconstruction conference and will arrange for keeping and distributing the minutes to all persons in attendance.

5. The CONTRACTOR and its subcontractors should plan on the conference taking no less than one (1) full working days. The morning will cover the items listed in paragraphs 2 and 3, and the afternoon will be spent on reviewing the Drawings and Specifications, in extensive detail, with the OWNER’s RPR and the OWNER.

B. Progress Meetings

1. The OWNER will schedule and hold regular on-Site progress meetings at least weekly and at other times as requested by CONTRACTOR or as required by progress of the WORK. The CONTRACTOR and all subcontractors active on the Site shall attend each meeting. CONTRACTOR may at its discretion request attendance by representatives of its suppliers, manufacturers, and other subcontractors.

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2. The OWNER will preside at the progress meetings and will arrange for keeping and distributing the minutes. The purpose of the meetings is to review the progress of the WORK, maintain coordination of efforts, discuss changes in scheduling, and resolve other problems which may develop. During each meeting, the CONTRACTOR shall present any issues that may impact its progress with a view to resolve these issues expeditiously.

PART 2 -- PRODUCTS (NOT USED)

PART 3 -- EXECUTION (NOT USED)

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MCMILLEN JACOBS – 02082022 CPM CONSTRUCTION SCHEDULE

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SECTION 01 32 15 - CPM CONSTRUCTION SCHEDULE

PART 1 -- GENERAL

1.1 GENERAL

A. The CONTRACTOR shall schedule the WORK in accordance with this Section.

B. Development of the schedule, monthly payment requisitions and project status reporting requirements of the Contract shall employ computerized Critical Path Method (CPM) scheduling.

C. The CPM schedule and related reports should be prepared with the current version of Primavera Project Planner (P3) or SureTrak software.

1.2 DEFINITIONS

A. CPM Scheduling: The term shall be interpreted to be generally as outlined in the Association of General Contractors (AGC) publication, "The Use of CPM in Construction." except that either "i-j" arrow diagrams or precedence diagramming format may be utilized. In the case of conflicts between this Section and the AGC document, this Section shall govern.

B. Float: Unless otherwise indicated herein, float and total float are synonymous. Total float is the period of time measured by the number of Days each non-critical path activity may be delayed before it and its succeeding activities become part of the critical path. If a non-critical path activity is delayed beyond its float period, then that activity becomes part of the critical path and controls the end date of the WORK. Thus, delay of a non-critical path activity beyond its float period will cause delay to the project itself.

1.3 SCHEDULING QUALIFICATION SUBMITTALS

A. CONTRACTOR shall submit a statement of computerized CPM capability within 10 Days after Notice to Proceed to verify that either: (1) the CONTRACTOR has in-house capability qualified to use CPM techniques and the Primavera P3 or SureTrak software or (2) that the CONTRACTOR will arrange for the services of a CPM consultant so qualified. In either event the statement shall identify the individual who will perform the CPM scheduling and shall describe the construction projects required below. The statement shall also identify the contact persons for the referenced projects with current telephone and address information.

B. Criteria: The individual performing scheduling shall have successfully applied computerized CPM technique to at least two (2) projects of similar nature, scope, and value not less than one half the Total Bid Price of this project.

1.4 INITIAL SCHEDULE SUBMITTALS

A. Where submittals are required hereunder, the CONTRACTOR shall submit electronic copies of each submittal item via electronic mail.

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B. The CONTRACTOR shall submit two (2) schedule documents at the Preconstruction Conference which serve as the CONTRACTOR's plan of operation for the initial 60 Day period of the Contract Times and identify the manner in which the CONTRACTOR intends to complete the WORK within the Contract Times.

1. 60 Day Plan of Operation: During the initial 60 Days of the Contract Times, the CONTRACTOR shall conduct operations in accordance with a 60 Day bar chart type schedule. The chart so prepared shall show accomplishment of the CONTRACTOR's early activities (mobilization, permit acquisition, submittals necessary for early material and equipment procurement, submittals necessary for long lead equipment procurement, CPM submittals, initial sitework and other submittals and activities required in the first 60 Days).

2. Project Overview Bar Chart: The overview bar chart shall indicate the major components of the WORK and the sequence relations between major components and subdivisions of major components. The overview bar chart shall indicate the relationships and time frames in which the various components of the WORK will be made substantially complete and placed into service in order to meet the required milestones. Sufficient detail shall be included to subdivide major components in such activities as (1) rock scaling and ditch clearing, (2) erosion mitigation, (3) road resurfacing, (4) low-visibility curve modifications, (5) material generation and stockpiling, and (6) other important WORK for each major facility within the overall project scope. Planned durations and start dates shall be indicated for each WORK item subdivision. Each major component and subdivision component shall be accurately plotted on time scale sheets not to exceed 36-inches by 60-inches in size. No more than 4 sheets shall be employed to present this overview information.

C. The OWNER’s RPR and the CONTRACTOR shall meet to review and discuss the 60 Day plan of operation and project overview bar chart within five (5) Days after submittal to the OWNER’s RPR. The OWNER’S RPR review and comment on the schedules will be limited to conformance with the sequencing and milestone requirements in the Contract Documents. The CONTRACTOR shall make corrections to the schedules necessary to comply with the requirements and shall adjust the schedules to incorporate any missing information requested by the ENGINEER.

1.5 CPM SCHEDULE SUBMITTALS

A. Original CPM Schedule Submittal: Within 45 Days after the commencement date stated in the Notice to Proceed, the CONTRACTOR shall submit for review by the OWNER’s RPR a hard copy of the CPM schedule and the computerized schedule report tabulations. The CONTRACTOR shall also submit a flash drive that contains the schedule submittal information. The data shall be compatible with Primavera P3 or SureTrak to generate network diagrams and schedule reports identical to the hard copies submitted. This submittal shall have already been reviewed and approved by the CONTRACTOR's Project Manager, superintendent, and estimator prior to submission.

The CPM schedule shall be a time-scaled network diagram of the "i-j" activity-on-arrow or precedence type. The network diagram shall describe the activities to be accomplished and their logical relationships and shall show the critical path.

B. The computerized schedule report tabulations shall include the following:

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1. Report of activities sorted by activity number: Activity numbers, where practical, shall correlate to the area numbers designated on the Contract Drawings as further defined in Section 01 11 00 - Summary of Work.

2. Report of activities sorted by early start date.

3. Report of activities sorted by total float.

4. Report of activities sorted by responsibility code. Responsibility codes shall be established for the CONTRACTOR, ENGINEER, OWNER, Subcontractors, Suppliers, etc. These codes shall be identified in the Network Diagram.

5. A successor-predecessor report which shall identify the successor and predecessor activities for each activity and ties between schedule activities.

C. Analysis

1. Early Completion

a. The CONTRACTOR may show early completion on the original CPM submittal if that is its plan.

b. An original CPM submittal showing early completion shall either be accompanied by:

1) Request for change of Contract Times at zero change of Contract Price, accompanied by documentation demonstrating that the Bid was based on early completion, or

2) Demonstration in the submittal that the time difference between early completion and the original Contract Time is total float.

c. An early completion schedule unaccompanied by one of these will not be accepted.

d. The OWNER’s RPR will analyze a request for Change Order in accordance with the General Conditions.

2. Float Ownership: Neither the OWNER nor the CONTRACTOR owns the float time.

The project owns the float time. Liability for delay to the project completion date rests with the party causing the delay. For example, if Party A is responsible for consuming a portion of the float time and Party B later consumes the remainder of the float time plus additional time beyond the float time, Party B is responsible for the time that is a delay past the completion date. Party A would not be responsible for any delay since it did not consume all the float time, additional float time remained after its delay, and the completion date was unaffected by its tardiness.

D. Original CPM Schedule Review Meeting: The CONTRACTOR shall, within 55 Days from the commencement date stated in the Notice to Proceed, meet with the OWNER’s RPR to review the original CPM schedule submittal. The CONTRACTOR shall have the Project Manager, superintendent, and the scheduler in attendance. The meeting will

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take place over a one (1) Day period. The OWNER’s RPR review will be limited to conformance with the Contract Documents. However, the review may also include:

1. Clarifications of the design intent.

2. Directions to include activities and information missing from the submittal.

3. Requests to the CONTRACTOR to clarify and revise the schedule.

E. Revisions to the Original CPM Schedule: Within 65 Days after the commencement date stated in the Notice to Proceed, the CONTRACTOR shall revise the original CPM schedule submittal to address review comments from the original CPM schedule review meeting and resubmit the network diagrams and reports for the OWNER’s RPR review.

The OWNER’s RPR, within 14 Days from the date that the CONTRACTOR submitted the revised schedule will either (1) accept the schedule as submitted, or (2) advise the CONTRACTOR in writing to review any part or parts of the schedule which either do not meet the requirements or are unsatisfactory for the OWNER’s RPR to monitor the progress and status of WORK or evaluate monthly payment requests by the CONTRACTOR. The OWNER’s RPR may accept the schedule conditional upon the first monthly CPM schedule update correcting deficiencies identified. When the schedule is accepted, it shall be considered as the "Original CPM Construction Schedule" until an updated schedule has been submitted. The OWNER’s RPR reserves the right to require that the CONTRACTOR adjust, add to, or clarify any portion of the schedule which may later be discovered to be insufficient for the monitoring of WORK or approval of partial payment requests. No additional compensation will be provided for such adjustments, additions, or clarifications.

F. Acceptance

1. Acceptance of the CONTRACTOR's schedule by the OWNER’s RPR and OWNER will be based solely upon compliance with the requirements. By way of the CONTRACTOR assigning activity durations and proposing the sequence of the WORK, the CONTRACTOR agrees to utilize sufficient and necessary management and other resources to perform WORK in accordance with the schedule. Upon submittal of a schedule update, the updated schedule shall be considered the "current" project schedule.

2. Submission of the CONTRACTOR's progress schedule to the OWNER’s RPR shall not relieve the CONTRACTOR of total responsibility for scheduling, sequencing, and pursuing the WORK to comply with the requirements of the Contract Documents, including adverse effects such as delays resulting from ill-timed WORK.

G. Monthly Updates and Periodic CPM Schedule Submittals

1. Following acceptance of the CONTRACTOR's original CPM schedule, the CONTRACTOR shall monitor the progress of the WORK and adjust the schedule each month to reflect actual progress and any changes in planned future activities.

Each schedule update submittal shall be complete including information requested in the original schedule submittal and be in the schedule report format indicated below. Each update shall continue to show WORK activities including those already

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completed. Completed activities shall accurately depict "as built" information by indicating when the WORK was actually started and completed.

2. Neither the submission nor the updating of the CONTRACTOR's original schedule submittal nor the submission, updating, change, or revision of any other report, curve, schedule, or narrative submitted by the CONTRACTOR, nor the OWNER’s RPR review or acceptance of any such report, curve, schedule, or narrative shall have the effect of amending or modifying in any way the Contract Times or milestone dates or of modifying or limiting in any way the CONTRACTOR's obligations under the Contract. Only a signed, fully executed Change Order can modify contractual obligations.

3. The monthly schedule update submittal will be reviewed with the CONTRACTOR during a monthly construction progress meeting held on the 20th Day of each month. The goal of these meetings is to enable the CONTRACTOR and the OWNER’s RPR to initiate appropriate remedial action to minimize any known or foreseen delay in completion of the WORK and to determine the amount of WORK completed since the last schedule update. The status of the WORK will be determined by the percent complete of each activity in the updated CPM schedule.

These meetings are considered a critical component of the overall monthly schedule update submittal, and the CONTRACTOR shall have appropriate personnel attend.

As a minimum, the CONTRACTOR's Project Manager and superintendent shall attend these meetings. The CONTRACTOR shall plan on the meeting taking no less than 6 hours. Within 7 Days after the monthly progress meeting, the CONTRACTOR shall submit the revised CPM schedule, the revised CPM computerized tabulations, the revised successor/predecessor report, the project status reports as defined below and the CONTRACTOR's Application for Payment.

Within 5 Days of receipt of the revised submittals, the OWNER’s RPR will either accept or reject the monthly schedule update submittal. If rejected, the update shall be corrected and resubmitted by the CONTRACTOR before the Application for Payment for the update period will be processed.

H. Schedule Revisions: The CONTRACTOR shall highlight or otherwise identify changes to the schedule logic or activity durations made from the previous schedule. The CONTRACTOR shall modify any portions of the CPM schedule which become infeasible because activities are behind schedule or for any other valid reason.

1.6 CHANGE ORDERS

A. Upon approval of a Change Order or upon receipt by the CONTRACTOR of authorization to proceed with additional WORK, the change shall be reflected in the next submittal of the CPM Schedule. The CONTRACTOR shall utilize a sub-network in the schedule depicting the changed WORK and its effect on other activities. This sub-network shall be tied to the main network with appropriate logic so that a true analysis of the critical path can be made. Whenever the CONTRACTOR believes that a Change Order will extend the Contract Times, the sub-network analysis herein shall be submitted with the price proposal for the change. If the CONTRACTOR does not submit the sub-network demonstrating that the change affects the Contract Times, then no subsequent claim for additional time due to the change will be accepted.

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1.7 CPM STANDARDS

A. Construction Schedules: Construction schedules shall include a graphic network diagram and computerized schedule reports as required below for status reporting.

B. Networks: The CPM network shall be in a form of a time scaled "i-j" activity-on-arrow or precedence type diagram and may be divided into a number of separate sheets with suitable match lines relating the interface points among the sheets. Individual sheets shall not exceed 36-inches by 60-inches.

C. Construction and procurement activities shall be presented in a time-scaled format with a calendar time line along the entire sheet length. Each activity arrow or node shall be plotted so that the beginning and completion dates of each activity are accurately represented along the calendar time line. Every activity shall use symbols that clearly distinguish between critical path activities, non-critical activities, and free float for each non-critical activity. Activity items shall be identified by their activity number, responsibility code, duration, and dollar value. Non-critical path activities shall show total float time in scale form by utilizing a dotted line or some other graphical means.

D. Duration Estimates: The duration estimate for each activity shall be computed in Days and shall represent the single best estimate considering the scope of the WORK and resources planned for the activity. Except for certain non-labor activities such as curing of concrete or delivery of materials, activity duration shall not exceed 10 Days nor be less than one Day, unless otherwise accepted by the OWNER’s RPR.

1.8 SCHEDULE REPORT FORMAT

A. Schedule Reports: Schedule reports shall be prepared based on the CPM schedule, shall be submitted on paper and flash drive, and shall include the following minimum data for each activity:

1. Activity numbers and responsibility codes.

2. Work Order No.

3. CIP No.

4. Estimated activity duration.

5. Activity description.

6. Activity percent completion.

7. Early start date (calendar dated).

8. Early finish date (calendar dated).

9. Late start date (calendar dated).

10. Late finish date (calendar dated).

11. Status (whether critical).

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12. Total float for each activity.

13. Free float for each activity.

B. Project Information: Each Schedule Report shall be prefaced with the following summary data:

1. Project name.

2. CONTRACTOR name.

3. Type of tabulation.

4. Project duration.

5. Contract Times (as revised by Change Orders).

6. The commencement date stated in the Notice to Proceed.

7. The data date and plot date of the CPM Schedule.

8. If an update, cite the new schedule completion date.

1.9 PROJECT STATUS REPORTING

A. The CONTRACTOR shall furnish monthly project status reports (overview bar chart and a written narrative report) in conjunction with the revised CPM schedules as indicated above. Status reporting shall be in the form below.

B. The CONTRACTOR shall prepare and submit monthly an overview bar chart schedule of the major project components. The overview bar chart schedule shall be a summary of the current CPM schedule (original and as updated and adjusted throughout the entire construction period). The major project components shall be represented as time bars which shall be subdivided into various types of WORK.

C. Each major component and subdivision shall be accurately plotted consistent with the project overview bar chart above. It shall represent the same status indicated by early start and finish activity information contained in the latest update of the CPM schedule.

In addition, a percent completion shall be indicated for each major component and subdivision. The initial submittal of the overview bar chart schedule shall be made at the time that the revised original CPM schedule is submitted to the OWNER’s RPR. The CONTRACTOR shall amend the overview schedule to include any additional detail required by the OWNER’s RPR. The CONTRACTOR shall include any additional information requested by the OWNER’s RPR at any time during the construction of the

WORK.

D. The CONTRACTOR shall prepare monthly written narrative reports of the status of the project for submission to the OWNER’s RPR. Status reports shall include:

1. The status of major project components (percent complete, amount of time ahead or behind schedule) and an explanation of how the project will be brought back on schedule if delays have occurred.

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2. The progress made on critical activities indicated on the CPM schedule.

3. Explanations for any lack of WORK on critical path activities planned for the last month.

4. Explanations for any schedule changes, including changes to the logic and to activity durations.

5. A list of the critical activities scheduled to be performed in the next 2 months.

6. The status of major material procurement.

7. The value of materials properly stored at the Site but not yet incorporated into the

WORK.

8. Any delays encountered during the reporting period.

9. An assessment of inclement weather delays and impacts to the progress of the

WORK.

E. The CONTRACTOR may include any other information pertinent to the status of the WORK. The CONTRACTOR shall include additional status information requested by the OWNER’s RPR.

1.10 INCLEMENT WEATHER PROVISIONS OF THE SCHEDULE

A. The CONTRACTOR's schedule shall include at least the number of Days of delay due to unusually severe weather as required by the Supplementary General Conditions.

PART 2 -- PRODUCTS (NOT USED)

MCMILLEN JACOBS – 02082022 CONTRACTOR SUBMITTALS

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SECTION 01 33 00 - CONTRACTOR SUBMITTALS

PART 1 -- GENERAL

1.1 SUMMARY

A. Wherever submittals are required in the Contract Documents, submit them to the OWNER or OWNER’s RPR as directed.

B. Within seven (7) Days after the date of commencement as stated in the Notice to Proceed, the CONTRACTOR shall submit the following items for review:

1. A preliminary schedule of Shop Drawings and Samples submittals listed in the Bid.

The schedule of submittals shall be based on CONTRACTOR's priority, planned construction sequence and schedule, and size of submittal package. Allow time for resubmittals.

1.2 PRECONSTRUCTION CONFERENCE SUBMITTALS

A. At the preconstruction conference of Section 01 11 00 - Summary of Work, the submit the following items to the OWNER for review:

1. A revised schedule of Shop Drawings and Samples submittals listed in the Bid.

2. A list of permits and licenses the CONTRACTOR shall obtain, indicating the agency required to grant the permit, the expected date of submittal for the permit, and required date for receipt of the permit.

3. A detailed layout of the CONTRACTOR’s field office, laydown areas, and staging areas. No establishment of field offices, laydown areas, or staging areas shall be made until the CONTRACTOR’s detailed layout is approved by the OWNER.

1.3 SHOP DRAWINGS

A. All shop drawing submittals along with the transmittal form, shall be made electronically in “.pdf” format and distributed by email from the CONTRACTOR to the OWNER’s Resident Project Representative (RPR). The OWNER’S RPR shall be responsible to distribute each sumbittal to all reviewers and to receive and compile all review comments generated.

B. Wherever called for in the Contract Documents or where required by the ENGINEER, the CONTRACTOR shall furnish a clear (non-scanned) electronic version, of each Shop Drawing submittal. Shop Drawings may include detail design calculations, shop-prepared drawings, fabrication and installation drawings, erection drawings, lists, graphs, catalog sheets, data sheets, and similar items. Whenever the CONTRACTOR is required to submit design calculations as part of a submittal, such calculations shall bear the signature and seal of an engineer registered in the appropriate branch and in the state wherein the project is located, unless otherwise indicated.

C. Organization

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00 - 2

1. A single submittal transmittal form shall be used for each technical specification section or item or class of material or equipment for which a submittal is required. A single submittal covering multiple sections will not be acceptable unless the primary specification references other sections for components.

2. On the transmittal form, index the components of the submittal and insert tabs in the submittal to match the components. Relate the submittal components to specification paragraph and subparagraph, Drawing number, detail number, schedule title, room number, or building name, as applicable.

3. Unless indicated otherwise, terminology and equipment names and numbers used in submittals shall match those used in the Contract Documents.

D. Format

1. Minimum sheet size shall be 8-1/2 inches by 11-inches. Maximum sheet size shall be 11-inches by 17-inches. Every page in a submittal shall be numbered in sequence. All sheets shall be submitted on one (1) pdf file and arranged.

2. Where product data from a manufacturer is submitted, clearly mark which model is proposed, with complete pertinent data capacities, dimensions, clearances, diagrams, controls, connections, anchorage, and supports. Sufficient level of detail shall be presented for assessment of compliance with the Contract Documents.

3. Each submittal shall be assigned a unique number. Submittals shall be numbered sequentially, and the submittal numbers shall be clearly noted on the transmittal.

Original submittals shall be assigned a numeric submittal number followed by a decimal point and a “1” to indicate it is an original (first) submittal. (For example, if submittal number 16.1 requires a resubmittal, that resubmittal will bear the designation “16.2”. A further resubmittal would bear the designation “16.3”, etc.

E. Disorganized submittals that do not meet the requirements of the Contract Documents will be returned without review.

F. Except as may otherwise be indicated, the ENGINEER will return email comments (in pdf format) of each submittal to the OWNER’s RPR with comments noted thereon, within 14 calendar Days following receipt by the ENGINEER. The OWNER’s RPR will compile all comments and return the complete submittal (in pdf format), within 21 calendar days following original receipt by the OWNER’s RPR. It is considered reasonable that the CONTRACTOR will make a complete and acceptable submittal to the OWNER’s RPR by the first resubmittal on an item. The OWNER reserves the right to withhold monies due to the CONTRACTOR to cover additional costs of the ENGINEER's review beyond the first resubmittal. The ENGINEER's and OWNER RPR’s combined maximum review period for each submittal or resubmittal will be 21 calendar Days. Thus, for a submittal that requires 2 resubmittals before it is complete, the maximum review period could be 63 calendar Days.

G. Submittal Review Marking

1. NO EXCEPTIONS TAKEN. If a submittal is returned to the CONTRACTOR marked "NO EXCEPTIONS TAKEN," formal revision and resubmission will not be required.

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00 - 3

2. MAKE CORRECTIONS NOTED. If a submittal is returned marked "MAKE CORRECTIONS NOTED," CONTRACTOR shall make the corrections on the submittal, but formal revision and resubmission will not be required.

3. REVISE-RESUBMIT. If a submittal is returned marked "REVISE-RESUBMIT," the CONTRACTOR shall revise it and shall resubmit the required number of copies.

Resubmittal of portions of multi-page or multi-drawing submittals will not be allowed.

For example, if a Shop Drawing submittal consisting of 10 drawings contains one drawing noted as "REVISE - RESUBMIT," the submittal as a whole is deemed "REVISE - RESUBMIT," and all 10 drawings are required to be resubmitted.

4. REJECTED-RESUBMIT. If a submittal is returned marked "REJECTED- RESUBMIT," it shall mean either that the proposed material or product does not satisfy the specification or the submittal is so incomplete that it cannot be reviewed.

H. Resubmittal of rejected portions of a previous submittal will not be allowed. Every change from a submittal to a resubmittal or from a resubmittal to a subsequent resubmittal shall be identified and flagged on the resubmittal.

I. Fabrication of an item may commence only after the ENGINEER has reviewed the pertinent submittals and returned copies to the CONTRACTOR marked either "NO EXCEPTIONS TAKEN" or "MAKE CORRECTIONS NOTED." Corrections indicated on submittals shall be considered as changes necessary to meet the requirements of the Contract Documents and shall not be taken as changes to the contract requirements.

J. Submittals shall be carefully reviewed by an authorized representative of the CONTRACTOR prior to submission to the ENGINEER. Each submittal shall be dated and signed by the CONTRACTOR as being correct and in strict conformance with the Contract Documents. In the case of Shop Drawings, each sheet shall be so dated and signed. Any deviations from the Contract Documents shall be noted on the transmittal sheet. The ENGINEER will only review submittals that have been so verified by the CONTRACTOR. Non-verified submittals will be returned to the CONTRACTOR without action taken by the ENGINEER, and any delays caused thereby shall be the total responsibility of the CONTRACTOR.

K. Corrections or comments made on the CONTRACTOR's Shop Drawings during review do not relieve the CONTRACTOR from compliance with Contract Drawings and Specifications. Review is for conformance to the design concept and general compliance with the Contract Documents only. The CONTRACTOR is responsible for confirming and correlating quantities and dimensions, fabrication processes and techniques, coordinating WORK with the trades, and satisfactory and safe performance of the WORK.

1.4 SAMPLES

A. The CONTRACTOR shall submit the number of samples indicated by the Specifications.

Where the amount of each sample is not indicated, submit such amount as necessary for proper examination and testing by the methods indicated.

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00 - 4

1.5 RECORD DRAWINGS

A. The CONTRACTOR shall maintain one set of Drawings at the Site for the preparation of record drawings. On these, it shall mark every project condition, location, configuration, and any other change or deviation which may differ from the Contract Drawings at the time of award, including buried or concealed construction and utility features that are revealed during the course of construction. Special attention shall be given to recording the horizontal and vertical location of buried utilities that differ from the locations indicated, or that were not indicated on the Contract Drawings.

B. The record drawings shall be supplemented by any detailed sketches as necessary or as CONTRACTOR is directed, to fully indicate the WORK as actually constructed.

These record drawings are the CONTRACTOR's representation of as-built conditions, shall include revisions made by addenda and change orders, and shall be maintained up-to-date during the progress of the WORK. Red ink shall be used for alterations and notes. Notes shall identify relevant Change Orders by number and date.

C. 11-inch x 17-inch size electronic (.PDF format) copies of the record drawings shall be submitted to the OWNER’s RRP at 120 day intervals, staring after the date of the Notice to Proceed, and also at completion of WORK.

D. Disorganized or incomplete record drawings will not be accepted. The CONTRACTOR shall revise them and resubmit the drawings for review.

E. Record drawings shall be accessible to the OWNER’s RPR during the construction period.

F. Final payment will not be acted upon until the record drawings have been completed and delivered to the OWNER’s RPR. Said up-to-date record drawings shall be in the form of a set of prints with carefully plotted information overlaid on the Contract Drawings.

G. Information submitted by the CONTRACTOR will be assumed to be correct, and the CONTRACTOR shall be responsible for the accuracy of such information

1.6 QUALITY CONTROL (QC) SUBMITTALS

A. Quality control submittals are defined as those required by the Specifications to present documentary evidence to the OWNER and ENGINEER that the CONTRACTOR has satisfied certain requirements of the Contract Documents.

B. Unless otherwise indicated, QC submittals shall be submitted:

1. Before delivery and unloading, for the following types of submittals:

a. Manufacturers' installation instructions

b. Manufacturers' and Installers' experience qualifications

c. Affidavits and manufacturers' certification of compliance with indicated product requirements

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00 - 5

d. Laboratory analysis results

e. Factory test reports

f. Ready mix concrete delivery tickets

g. Design calculations

2. Within 30 Days of the event documented for the following types of submittals:

a. Manufacturers' field representative certification of proper installation

b. Field measurement

c. Field test reports

d. Receipt of permit

e. Receipt of regulatory approval

C. The OWNER’s RPR and ENGINEER will record the date that a QC submittal was received and review it for compliance with submittal requirements, but the review procedures above for Shop Drawings and samples will not apply.

1.7 INFORMATIONAL SUBMITTALS

A. Informational submittals, such as Requests for Information (RFI), Deviation Request (DR), Change Order Proposals (COR), etc. formalize the flow of information between the CONTRACTOR and the ENGINEER. The OWNER’s standard forms will be employed for such purpose. Electronic copies of all standard Construction Management forms shall be provided by the OWNER to the CONTRACTOR.

1.8 CONSTRUCTION PHOTOGRAPHS

A. The CONTRACTOR shall be responsible to take digital construction photographs, no less than once per week, showing the progress of the WORK, including documentation of all buried utilities encountered during construction as well as installation of new buried utilities and buried WORK required by the Contract.

B. Upon completion of the WORK and before final payment, the CONTRACTOR shall electronically submit all photographs to the OWNER on a flash drive or other electronic media with each photograph’s file name identified by location and date it was taken.

PART 2 -- PRODUCTS (NOT USED)

- END OF SECTION –

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00 - 6

MCMILLEN JACOBS – 02082022 SUBMITTAL SCHEDULE

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00.01 - 1

SPECIFICATION 01 33 00.01 – DATA SHEET

SUBMITTAL PROCEDURES

REQUIREMENTS FOR

HART MOUNTAIN NAR

GRADE ROAD RESTORATION PROJECT

1. SUBMITTALS

a. Wherever submittals are required hereunder, all such submittals by the CONTRACTOR shall be submitted to the USFWS Contracting Officer POC (503- 231-2396) via one of the following methods:

i. Electronic copies shall be submitted to:

USFWS Contracting Officer’s Representative

ii. Hard copies shall be submitted to:

USFWS Division of Contracting & GE Attn: Government Contracting Officer POC (Hart Mountain NAR) – Zach Spruell Eastside Federal Complex 911 NE 11th Avenue Portland, OR 97232-4181

2. SITE LOCATION

Hart Mountain National Antelope Refuge Headquarters Address:

38782 Hart Mountain Road Plush, OR 97637

3. SUBMITTAL SCHEDULE

a. The CONTRACTOR shall furnish all submittals in accordance with the requirements of these documents for their respective works. This table is provided for CONTRACTOR’s convenience and is not intended to be a complete list of all submittals required per the Drawings and Specifications. The submittals shall be numbered per the submittal numbers in the first column of the following table.

No. Description of Submittal Related

Sections Delivery Time

01 Statement of Computerized CPM Capability 01 32 15 Within 10 days of Notice to Proceed

02 60 Day Plan of Operations 01 32 15 At the Preconstruction Conference

03 Project Overview Bar Chart 01 32 15 At the Preconstruction Conference

USFWS – HART MOUNTAIN NAR GRADE ROAD RESTORATION PAGE 01 33 00.01 - 2

Sections Delivery Time

CPM Schedule, computerized schedule report tabulations, flash drive with schedule submittal information

01 32 15

Within 45 days after the commencement date in the Notice to Proceed, or at the

Preconstruction Conference, whichever comes first

Revised CPM schedule, network diagrams and reports 01 32 15

Within 65 Days after the commencement date stated in the Notice to Proceed

Project Status Reports; revised CPM schedule, revised CPM computerized tabulations, revised successor/predecessor report

01 32 15 Within 7 Days after the monthly progress meeting

07 Sub-network analysis 01 32 15

When CONTRACTOR believes that a

Change Order will extend Contract

Times

Preliminary schedule of Shop Drawing and

Samples 01 33 00

Within seven (7) Days after the date of commencement as stated in the Notice to Proceed

Revised schedule of Shop Drawings, Samples and proposed Substitutes 01 33 00 At the Preconstruction…