Attachment_1_-_Pine_Flat_Specifications_Final.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

INVITATION FOR BIDS (IFB)

PINE FLAT LANDSLIDE RISK REDUCTION AND

MONITORING

PINE FLAT DAM

FRESNO COUNTY, CALIFORNIA

SOLICITATION NO. W91238-19-B-0022

SPECIFICATION NO. 2267

DESIGN FILE NO. K12-09-0723

ISSUE DATE: JUNE 2019

Pine Flat Landslide Risk Reduction and Monitoring Spec. No. 2267 Pine Flat Dam, Fresno County, CA Final

PROJECT TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

00 01 15 LIST OF DRAWINGS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00 PRICE AND PAYMENT PROCEDURES

01 32 01 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 00 QUALITY CONTROL

01 45 00.15 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE (RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 19 TEMPORARY ENVIRONMENTAL CONTROLS

01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

DIVISION 31 - EARTHWORK

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 23 00 EXCAVATION AND FILL

31 68 13 ROCK AND CONCRETE ANCHORS

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 31 26 FLEXIBLE ROCKFALL/DEBRIS BARRIERS

32 92 19 SEEDING

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 June 2019

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

PART 1 GENERAL

1.1 SUMMARY

This section lists the drawings for the project pursuant to contract clause "DFARS 252.236-7001, Contract Drawings, Maps and Specifications."

1.2 CONTRACT DRAWINGS

Contract drawings are as follows:

DRAWING NO. REVISION NO. TITLE

G-001 N/A COVER SHEET

G-002 N/A GENERAL NOTES, LEGEND, ABBREVIATIONS, AND

SHEET INDEX

G-003 N/A PROJECT VICINITY AND LOCATION MAP

G-004 N/A STAGING AREA AND HAUL ROUTES

G-005 N/A LIMITS OF WORK

GC-001 N/A CONCEPTUAL EROSION CONTROL PLAN

V-001 N/A PROJECT SURVEY CONTROL

CD-101 N/A DEMOLITION PLAN

C-101 N/A SITE PLAN

C-102 N/A GRADING PLAN - UPPER ROCKFALL/DEBRIS BARRIER

C-103 N/a TENSION CRACK REPAIR

C-104 N/A PLAN AND PROFILE-UPPER ROCKFALL / DEBRIS

BARRIER

C-105 N/A PLAN AND PROFILE-LOWER ROCKFALL BARRIER

C-106 N/A INSTRUMENTATION PLAN

C-301 N/A TYPICAL SECTIONS

C-501 N/A BARRIER DETAILS - SHEET 1 OF 2

DOCUMENT 00 01 15 Page 2

DRAWING NO. REVISION NO. TITLE

C-502 N/A BARRIER DETAILS - SHEET 2 OF 2

C-503 N/A ANCHORAGE DETAILS

C-504 N/A INSTRUMENTATION DETAILS - SHEET 1 OF 2

C-505 N/A INSTRUMENTATION DETAILS - SHEET 2 OF 2

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

1.2 REFERENCES

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS

CONTRACTS

1.4 SUBMITTALS

1.5 PARTNERING

1.5.1 Informal Partnering

1.6 UTILITIES

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.9 BID ITEM OVERRUN

1.10 WARRANTY OF CONSTRUCTION

1.11 NON CONTRACT WORK

1.12 DAMAGE TO ROADS

1.12.1 Documentation Regarding Potential Damage to Access Routes

1.12.1.1 Preconstruction Quantity Survey Plan

1.12.1.2 Preconstruction Access Road Survey

1.12.1.3 Post-Construction Access Road Survey

1.13 QUANTITY SURVEY

1.13.1 Preconstruction Survey

1.13.2 Post-Construction Levee Survey

1.14 ENVIRONMENTAL LITIGATION

1.15 ADDITIONAL STAGING AREAS

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

-- End of Section Table of Contents --

SECTION 01 00 00 Page 1

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 PAYMENT

No separate payment will be made for the work covered under this Section and all costs in connection therewith will be considered a subsidiary obligation.

1.2 REFERENCES

The publications listed below form a part of this Section to the extent referenced. The publications are referred to within the text by the basic designation only.

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 415-1-15 (1989) Construction Time Extensions for Weather

1.3 VETERANS EMPLOYMENT EMPHASIS FOR U.S. ARMY CORPS OF ENGINEERS CONTRACTS

In addition to complying with the requirements outlined in FAR Part 22.13, FAR Provision 52.222-38, FAR Clause 52.222-35, FAR Clause 52.222-37, DFARS

222.13 and Department of Labor regulations, U.S. Army Corps of Engineers (USACE) Contractors and subcontractors at all tiers are encouraged to promote the training and employment of U.S. veterans while performing under a USACE Contract. While no set-aside, evaluation preference, or incentive applies to the solicitation or performance under the resultant C ontract, USACE Contractors are encouraged to seek out highly qualified veterans to perform services under this Contract. The following resources are available to assist USACE Contractors in their outreach efforts:

Federal Veteran employment information at http://www.fedshirevets.gov/index.aspx

Department of Labor Veterans Employment Assistance http://www.dol.gov/vets/

Department of Veterans Affairs-VOW to Hire Heroes Act http://benefits.va.gov/vow/

Army Wounded Warrior Program -http://wtc.army.mil/modules/employers/index.html

U.S. Chamber of Commerce Foundation-Hiring Our Heroes http://www.hiringourheroes.org/

Guide to Hiring Veterans - Reference Material http://www.whitehouse.gov/sites/default/files/docs/white_house _business_council_-_guide_to_hiring_veterans_0.pdf

SECTION 01 00 00 Page 2

1.4 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Preconstruction Quantity Survey Plan; G

Preconstruction Access Road Survey

Preconstruction Survey; G

After Award Documents

SD-11 Closeout Submittals

Post-construction Access Road Survey

Post-Construction Levee Survey; G

1.5 PARTNERING

To most effectively accomplish this Contract, the Government requires the formation of a cohesive partnership within the Project Team whose members are from the Government Construction Team, the Contractor and their Subcontractors. Key personnel from the Supported Command, the End User (who will occupy the facility), the Government Construction team, Construction Subject Matter Experts, the Contractor and Subcontractors, will be invited to participate in the Partnering process. The Partnership will draw on the strength of each organization in an effort to achieve a project that is without any safety mishaps, conforms to the Contract, and stays within budget and on schedule. Small projects should have an Issue Resolution Matrix at a minimum. As project increase in size/complexity, the partnering processes will expand accordingly.

1.5.1 Informal Partnering

The Contracting Officer will organize the Partnering Sessions with key personnel of the project team, including Contractor personnel and Government personnel. The Initial Partnering session will be a part of the Pre-Construction Meeting. Partnering sessions will be held at a location agreed to by the Contracting Officer and the Contractor. The Partners will determine the frequency of the follow-on sessions, at no more than three-to six-month intervals. Informal Partnering is led by Resident Engineer personnel at the Pre-Construction Conference.

1.6 UTILITIES

It is anticipated that pole lines, signs, pipelines and private improvements that would interfere with or are to be replaced by new construction will be removed to new locations by the owners in advance of construction operations. Notify the Contracting Officer at least 30 calendar days in advance of the date on which work will be started requiring the removal of such utilities or private improvements. Care must be taken to preserve and protect any such improvements from injury or damage during construction operations. Assume full responsibility for reimbursing the owners for any damage to their properties, utilities, or improvements, or interference with their services caused through

SECTION 01 00 00 Page 3 construction operations. Should such damage be found to have been caused without the Contractor's fault or negligence an equitable adjustment in the amount due under the Contract will be made under the applicable CONTRACT CLAUSES. If unplanned utilities are discovered during construction the Contractor must notify the Contracting Officer.

1.7 PLANNED UTILITY OUTAGES AND STREET CLOSURES

Power outages must be restricted to off-duty hours and weekends. Other utilities may be connected and streets closed during normal working hours with the outage duration and street closure as short as possible. All outages and street closures must be scheduled as far in advance as possible with the Contracting Officer and in no case less than 7 days before the outage or closure.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather. In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the Contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY

WORK DAYS BASED ON (5) DAY WORK WEEK

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

8 7 7 3 2 0 0 0 1 2 5 8

Upon execution of the Notice to Proceed (NTP) and continuing throughout the Contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

Refer to ER 415-1-15 .

1.9 BID ITEM OVERRUN

Throughout the Contract (at a minimum, every two weeks), monitor placement or installation of unit price items (if any) with respect to the original estimated quantities shown in the Contract. If placement or installation

SECTION 01 00 00 Page 4 indicates a possible overrun with respect to the original estimated quantities shown in the Contract, immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.10 WARRANTY OF CONSTRUCTION

a. Performance Bond.

(1) It is understood that the Contractor's Performance Bond will remain effective throughout the life of all warranties and warranty extensions.

(2) In the event the Contractor or his designated representative fails to commence and diligently pursue any work required under the Warranty of Construction Section of the Technical Provisions within a reasonable time after receipt of written notification pursuant to the requirements thereof, the Contracting Officer must have a right to demand that said work be performed under the Performance Bond by making written notice on the surety. If the surety fails or refuses to perform the obligation it assumed under the Performance Bond, the Contracting Officer must have the work performed by others, and after completion of the work, must make demand for reimbursement of any or all expenses incurred by the Government while performing the work, including, but not limited to administrative expenses.

(3) Warranty repair work which arises to threaten the health or safety of personnel, the physical safety of property or equipment, or which impairs operations, habitability of living spaces, etc., will be handled by the Contractor on an immediate basis as directed verbally by the Contracting Officer or his authorized representative. Written verification will follow verbal instructions. Failure of the Contractor to respond as verbally directed will be cause for the Contracting Officer or his authorized representative to have the warranty repair work performed by others and to proceed against the Contractor as outlined in the paragraph (2) above.

1.11 NON CONTRACT WORK

Do not perform any work or erect any structure for third parties, landowners or otherwise, within the limits of the rights-of-way without prior approval of the Contracting Officer.

1.12 DAMAGE TO ROADS

Preserve and protect all existing private or project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, he must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required. Refer also to paragraph PROTECTION OF TRAFFIC in S ection 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

1.12.1 Documentation Regarding Potential Damage to Access Routes

1.12.1.1 Preconstruction Quantity Survey Plan

Complete and submit a Preconstruction Quantity Survey Plan stating the names of personnel and license number who will be performing the Before

SECTION 01 00 00 Page 5

Construction (BC) survey, plus the procedures to be followed in conducting the BC Survey. Surveys must be performed by a licensed surveyor in the State of California. The plan must also include the Preconstruction Access Road Survey and the Post-Construction Access Road Survey.

1.12.1.2 Preconstruction Access Road Survey

Complete and submit a Preconstruction Access Road Survey including digital video and digital photographs of all public, private, and project access or right-of-way roads before construction begins. Submit two copies of the survey, the digital video, and the digital photographs before the start of construction operations. Video must be digital format.

Photographs must be digital prints.

1.12.1.3 Post-Construction Access Road Survey

After completion of construction of the project, submit a Post-Construction Access Road Survey including digital video and digital photographs of the same area where preconstruction digital video and digital photographs were taken. Submit two copies of the survey, the digital video, and digital photographs.

1.13 QUANTITY SURVEY

1.13.1 Preconstruction Survey

Survey cross sections before construction begins along the entire length of the construction site. These preconstruction survey cross sections will be used to reflect existing ground before any construction activities begin and will also be used as the original ground surveys when checking measurement for pay quantities as described in Section 01 22 00 PRICE AND PAYMENT PROCEDURES. Cross sections must be surveyed perpendicular to the alignment of the barrier. Points along the cross sections must be surveyed within 10 feet of each other.

Cross sections shall include the entire existing barrier and continue out to a point at least 10 horizontal feet past the completed work on both the upslope and downslope sides. Elevations must be taken at inflection points but at not more than 10 feet intervals to the nearest 0.1 feet.

Horizontal locations must not deviate from the alignment of the cross section line by more than 1 foot. The survey data must be provided to the Contracting Officer on Compact Disk containing survey control and cross section points defined in the form of Northing and Easting coordinates and their elevations (i.e., X, Y and Z). Horizontal control must be referenced to the North American Datum (NAD) of 1983. Vertical control must be the North American Vertical Datum (NAVD) of 1988. Survey data must be provided in English units in AutoCAD format (Name.DWG).

1.13.2 Post-Construction Levee Survey

Provide to the Contracting Officer surveyed cross sections taken after excavation. Take cross sections at the same locations as the Preconstruction Survey cross section, referenced in this Section submittals (Preconstruction Quantity Survey Plan). All surveys must be performed by a licensed surveyor in the State of California.

1.14 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, SECTION 01 00 00 Page 6 delayed, or interrupted due to an order of a court of competent jurisdiction as a result of environmental litigation, as defined below, the Contracting Officer, at the request of the Contractor, must determine whether the order is due in any part to the acts or omissions of the Contractor or a subcontractor at any tier not required by the terms of this Contract. If it is determined that the order is not due in any part to acts or omissions of the Contractor or a subcontractor at any tier other than as required by the terms of this Contract, such suspension, delay, or interruption must be considered as if ordered by the Contracting Officer in the administration of this Contract under the terms of the SUSPENSION OF WORK clause of this Contract. The period of such suspension, delay or interruption must be considered unreasonable, and an adjustment must be made for any increase in the cost of performance of this Contract (excluding profit) as provided in that clause, subject to all the provisions thereof.

b. The term "environmental litigation" as used herein, means a lawsuit alleging that the work will have an adverse effect on the environment or that the Government has not duly considered, either substantively or procedurally, the effect of the work on the environment.

1.15 ADDITIONAL STAGING AREAS

No additional staging areas outside of those designated in the Contract will be permitted.

PART 2 PRODUCTS

2.1 GOVERNMENT FURNISHED MATERIALS

The Government will provide an optical disc at the preconstruction conference that contains the materials specified in Section 01 78 00

CLOSEOUT SUBMITTALS.

PART 3 EXECUTION

3.1 AFTER AWARD DOCUMENTS

Provide five conformed hard copy sets reproduced from the PDF Contract plans and specifications provided by the Contracting Officer at the time of award. The hard copy drawings must be two sets of ANSI D (22" x 34") and three sets of half size (11" x 17") 3-hole punched and bound with metal posts. The five sets of specifications must be standard letter (8-1/2" x 11") 3-hole punched and bound with metal posts. Submit these documents within 5 work days of the receipt of the AWARD documents from the Government .

-- End of Section --

SECTION 01 00 00 Page 7

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 PROJECT LOCATION

1.3 PROJECT DESCRIPTION

1.3.1 Project Description

1.3.2 Water Supply for Construction

1.3.3 Offices, Stockpile and Staging Areas

1.3.4 Site Access

1.4 EXISTING FACILITIES

1.5 LOCATION OF UNDERGROUND UTILITIES

1.6 CONTRACTOR'S USE OF THE PREMISES

1.7 WORK TO BE PERFORMED BY THE CONTRACTOR

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

This Section describes the Pine Flat Landslide Risk Reduction and Monitoring Project, including location and access, existing facilities, the Contractor's use of the premises, project occupancy, and the work to be performed by the Contractor. The description of the work to be performed that is provided herein is intended to be a general overview and does not include all the work actually required under the contract.

1.2 PROJECT LOCATION

The project is located adjacent to Pine Flat Dam approximately 25 miles east of Fresno in Fresno County, California. The exact work is shown on the Plans.

1.3 PROJECT DESCRIPTION

1.3.1 Project Description

The work includes the installation of one rockfall barrier and one combination rockfall and debris barrier downstream of Pine Flat Dam to mitigate potential rockfall damage to facilities from an active landslide, as well as incidental related work. The rockfall/debris barrier will be installed adjacent to an existing access road to maintain access to the dam. The rockfall barrier will be located above the powerhouse to provide protection against rockfall from upper source areas. The barriers consist of netting supported by vertical poles anchored into the existing ground through the foundation and through intermediate support anchors. The barriers range in height from 10 to 13 feet. Existing instrumentation at the site will be abandoned, protected in place, or modified as shown on the Plans. New instrumentation will be installed to monitor the landslide during and after construction. Portions of the landslide will be regraded and tension cracks repaired to reduce risk of future movement. The slope above the rockfall/debris barrier will be graded to allow increased capacity behind the barrier for debris flow.

1.3.2 Water Supply for Construction

Refer to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for information regarding the water supply for construction and the responsibilities of the Contractor.

1.3.3 Offices, Stockpile and Staging Areas

Refer to Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS for information regarding areas available for field offices and stockpile and staging areas.

SECTION 01 11 00 Page 2

1.3.4 Site Access

Refer to the Plans for information regarding site access points and haul routes.

1.4 EXISTING FACILITIES

Existing facilities are shown on the Plans to the extent known.

1.5 LOCATION OF UNDERGROUND UTILITIES

Overhead and underground utilities exist within the project area and along access/haul routes that will be protected in place. Known utilities are shown on the Plans. The Contractor shall be responsible for locating all underground utilities and for coordinating its work with the appropriate Utility Owner as needed. Notify the Contracting Officer and Underground Service Alert (USA) at least 48 hours prior to starting excavation work to locate and mark utilities, and within sufficient time required if work occurs on a Monday or after a Holiday.

Any damage to existing utilities by the Contractor shall be repaired at no cost to the Government within 10 to 14 days. The Contractor shall be responsible for protecting any utilities near work or haul/access roads.

1.6 CONTRACTOR'S USE OF THE PREMISES

In addition to requirements presented elsewhere on the Plans and in the Specifications, the Contractor shall adhere to the following requirements:

a. The Contractor shall have charge and care of, and bear the risk of damage to, the Project until its completion and final acceptance.

b. The Contractor shall not create or permit the continued existence of any nuisance in or about the work site.

c. The Contractor shall protect and not disturb existing facilities, or access thereto, which are not in the work area or are in the work area and can be avoided.

d. Materials and equipment shall be stored and protected as recommended by the manufacturer or required by applicable codes and standards, to guarantee preservation of quality, appearance, and suitability for the Project. They shall be stored to facilitate inspection by the Contracting Officer.

e. The Government will provide the lands, easements, and rights-of-way, or other right-to-enter and work on lands shown on the Plans. Nothing herein contained and nothing marked on the Plans shall be interpreted as giving the Contractor exclusive occupancy of the lands, easements, or rights-of-way provided by the Government.

f. The work areas and the areas for the Contractor's use are shown on the Plans.

g. The Contractor shall be responsible for restoring, at its own expense, all disturbed storage and work areas to a condition similar to those existing prior to construction, except where other surfacing or treatment is required by the Plans or Specifications.

SECTION 01 11 00 Page 3

1.7 WORK TO BE PERFORMED BY THE CONTRACTOR

Construction of the Project consists, in general, of the following activities:

a. Performing mobilization, demobilization, and Contract administration.

b. Performing erosion and sediment control and storm water pollution prevention, and complying with all environmental controls and requirements related to the Contractor's operations as specified in the Contract Documents, in Project licenses and permits obtained by the Government, and as specified elsewhere in the Specifications.

c. Performing construction surveying and construction quality control.

d. Providing all required equipment, personnel, and materials to construct the Project as required by the Plans and Specifications, and to complete the Project in accordance with the Contract schedule.

e. Providing all required temporary facilities, utilities, and offices required to complete the work.

f. Providing water for construction from available sources, including pumping, piping, hauling, and storage that may be required, and paying all fees and costs associated with developing the water supply, including pumping energy costs.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01 11 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SPECIAL SCHEDULING REQUIREMENTS

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

1.3.1.1 Subcontractors and Personnel Contacts

1.3.1.2 No Smoking Policy

1.3.2 Working Hours

1.3.3 Work Outside Regular Hours

1.4 SECURITY REQUIREMENTS

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

Construction should not be completed during the wet season (November 1 through April 30). Grading and anchor installation should be completed at a time when groundwater elevations within the landslide area are as low as possible.

Groundwater and slope movement shall be monitored regularly during construction activities in accordance with Section 31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING. If progressive movement is recorded and/or groundwater elevations rise near to levels that have previously coincided with landslide movement, construction activities may have to be halted. A determination on whether to suspend construction activities shall be based on discussions between the Contractor and the Contracting Officer.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Project become familiar with and obey Project regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. Mark Contractor equipment for identification.

1.3.1.1 Subcontractors and Personnel Contacts

Provide a list of contact personnel of the Contractor and subcontractors including addresses and telephone numbers for use in the event of an emergency. As changes occur and additional information becomes available, correct and change the information contained in previous lists.

1.3.1.2 No Smoking Policy

Smoking is prohibited within and outside of all buildings within the project limits, except in designated smoking areas. Discarding tobacco materials other than into designated tobacco receptacles is considered littering and is subject to fines. The Contracting Officer will identify designated smoking areas.

SECTION 01 14 00 Page 2

1.3.2 Working Hours

Regular working hours are between 6:30 a.m. and 5:00 p.m., Monday through Friday, excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work must be lighted in a manner approved by the Contracting Officer.

1.4 SECURITY REQUIREMENTS

Contract Clause "FAR 52.204-2, Security Requirements and Alternate II", "FAC 5252.236-9301, Special Working Conditions and Entry to Work Area," and the following apply:

a. The Contractor must pre-screen Candidates using the E-verify Program (http://www.dhs.gov/E-Verify) website to meet the established employment eligibility requirements. The Vendor must ensure that the Candidate has two valid forms of Government issued identification prior to ensure the correct information is entered into the Everify system. Submit an initial list of verified eligible Candidates to the Contracting Officer no later than 3 business days after the initial contract award.

b. All Contractor employees, to include subcontractor employees, requiring access to Government facilities and controlled access areas shall complete AT Level I awareness training within 30 calendar days after contract start date. Submit certificates of completion for each affected Contractor employee and subcontractor employee to the Contracting Officer within 5 calendar days after completion of training by all employees and subcontractor personnel. AT Level I awareness training is available at the following website: https://atlevel1.dtic.mil/at.

c. All Contractors and associated subcontractor employees shall comply with all applicable Government facility access and local security policies and procedures (provided by Government). Also provide all information required for background checks to meet Government access requirements to be accomplished by the Security Office. Contractor workforce must comply with all personal identity verification requirements as directed by DOD, HQDA and/ or local policy. Should the Force Protection Condition (FPCON) at any individual facility change, the Government may require changes in Contractor security matters or processes.

d. The Contractor and all associated subcontractors must brief all employees on the local iWATCH, Corps Watch, or See Something, Say Something program (Training standards provided by the requiring activity ATO). Use this locally developed training to inform employees of the types of behavior to watch for and instruct employees to report suspicious activity to the Contracting Officer. This training shall be completed within 30

SECTION 01 14 00 Page 3 calendar days of contract award and within 30 calendar days of new employees commencing performance with the results reported to the Contracting Officer no later than 5 calendar days after the training is completed.

e. All new Contractor employees will complete Level I OPSEC training within 30 calendar days of their reporting for duty.

Additionally, all Contractor employees must complete annual OPSEC awareness training.

f. All contract employees, including subcontractor employees who are not in possession of the appropriate security clearance, will be escorted in areas where they may be exposed to classified and/or sensitive materials and/or sensitive or restricted areas.

g. The Prime Contractor Company will have a Facility Clearance (FCL) at the appropriate level (in accordance with the NISPOM DOD 5220.22-M and DA AR 380-49) prior to the start of the contract awarded period of performance. Security clearances and FCL requirements are required to be maintained for the life of the contract in accordance with the DD FORM 254 attached to the contract. If no FCL, the supporting Government Contracting Activity will sponsor the prime contract company in obtaining the

FCL.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 4

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 SINGLE JOB PAYMENT ITEMS

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

1.3.1.2 Unit of Measure

1.3.2 Stormwater and Erosion Control

1.3.2.1 Payment

1.3.2.2 Unit of Measure

1.3.3 Upper Rockfall/Debris Barrier

1.3.3.1 Payment

1.3.3.2 Unit of Measure

1.3.4 Lower Rockfall Barrier

1.3.4.1 Payment

1.3.4.2 Unit of Measure

1.3.5 Tension Crack Repair

1.3.5.1 Payment

1.3.5.2 Unit of Measure

1.3.6 Upper Slope Regrading

1.3.6.1 Payment

1.3.6.2 Unit of Measure

1.3.7 Upper & Lower Barrier Excavation/Grading

1.3.7.1 Payment

1.3.7.2 Unit of Measure

1.3.8 Instrumentation

1.3.8.1 Payment

1.3.8.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

3.1.1 Required Procedure

3.1.2 Required Documents

-- End of Section Table of Contents --

SECTION 01 22 00 Page 1

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

USACE QMS

FAR 52.232-27 Prompt Payment for Construction Contracts

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Price Breakdown

1.3 SINGLE JOB PAYMENT ITEMS

Payment items for the work of this contract for which contract job payments will be made are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular job or unit price payment item, are included in the listed job item most closely associated with the work involved. The job price and payment made for each item listed constitutes full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.3.1 Mobilization and Demobilization

1.3.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, at the Contract Lump Sum price for MOBILIZATION AND

DEMOBILIZATION.

1.3.1.2 Unit of Measure

Unit of measure: 1 job.

SECTION 01 22 00 Page 2

1.3.2 Stormwater and Erosion Control

1.3.2.1 Payment

Payment will be made for costs associated with stormwater and erosion control, at the Contract Lump Sum price for STORMWATER AND EROSION CONTROL.

1.3.2.2 Unit of Measure

Unit of measure: job.

1.3.3 Upper Rockfall/Debris Barrier

1.3.3.1 Payment

Payment will be made for costs associated with operations necessary for construction of the Upper Rockfall/Debris Barrier at the Contract Lump Sum price for UPPER ROCKFALL/DEBRIS BARRIER.

1.3.3.2 Unit of Measure

Unit of measure: job.

1.3.4 Lower Rockfall Barrier

1.3.4.1 Payment

Payment will be made for costs associated with operations necessary for construction of the Lower Rockfall Barrier at the Contract Lump Sum price for LOWER ROCKFALL BARRIER.

1.3.4.2 Unit of Measure

Unit of measure: job.

1.3.5 Tension Crack Repair

1.3.5.1 Payment

Payment will be made for costs associated with operations necessary for tension crack repair at the Contract Lump Sum price for TENSION CRACK

REPAIR.

1.3.5.2 Unit of Measure

Unit of measure: 1 job.

1.3.6 Upper Slope Regrading

1.3.6.1 Payment

Payment will be made for costs associated with operations necessary for upper slope regrading at the existing scarp at the Contract Lump Sum price for UPPER SLOPE REGRADING.

1.3.6.2 Unit of Measure

Unit of measure: 1 job.

SECTION 01 22 00 Page 3

1.3.7 Upper & Lower Barrier Excavation/Grading

1.3.7.1 Payment

Payment will be made for costs associated with operations necessary for grading at the upper rockfall/debris barrier and the lower rockfall barrier at the Contract Lump Sum price for UPPER & LOWER BARRIER GRADING.

1.3.7.2 Unit of Measure

Unit of measure: job.

1.3.8 Instrumentation

1.3.8.1 Payment

Payment will be made for costs associated with operations necessary for modification and installation of instrumentation at the Contract Lump Sum price for INSTRUMENTATION.

1.3.8.2 Unit of Measure

Unit of measure: 1 job.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

3.1 CONTRACT COST BREAKDOWN

The Contractor must furnish within 30 days after the date of Notice to Proceed, and prior to the submission of its first partial payment estimate, a price breakdown of its single job pay item or items which will be reviewed by the Contracting Officer as to propriety of distribution of the total cost to the various accounts. Any unbalanced items as between early and late payment items or other discrepancies will be revised by the Contracting Officer to agree with a reasonable cost of the work included in the various items. This contract cost breakdown will then be utilized as the basis for progress payments to the Contractor.

3.1.1 Required Procedure

The payment request process shall begin with the scheduling meeting.

Section 01 32 01 PROJECT SCHEDULE states: "Use the schedule as the basis for determining contract earnings during each update period and therefore the amount of each progress payment." The Quality Assurance Representative (QA Rep) or Project Engineer will meet with the Contractor each month and mutually agree to the quantities and lump sum percentages to be invoiced prior to the Contractor's official invoice being submitted to the Administrating Office.

The Contractor shall print a copy of the Contractor's Pay Request Form from RMS to record the mutually agreed upon quantities and percentages.

NOTE: Contractor earnings shall not be projected. This form shall be signed and dated by the QA Rep and the Contractor. Consideration will be given to safety, submittals, Contractor quality control (CQC), acceptable work, as well as overall progress. In the case of deficient work, SECTION 01 22 00 Page 4 withholding the cost of removal and reconstruction shall be considered.

Contractor shall submit a preliminary payment request worksheet to the QA Rep. This document is printed from RMS, which lists not only the pay activities for which payment is requested, but also lists any Contractor action items e.g. outstanding submittals, payrolls, quality control items, etc. Contractor shall also submit all required back-up documentation if applicable, such as surveys, concrete calculations, weight tickets for tonnage items, etc.

The QA Rep shall meet with the Contractor to determine if the preliminary pay request and corresponding back-up is acceptable. The QA Rep shall enter the approved percentages or quantities on the preliminary pay request worksheet, ensuring that consideration has been made to all Contractor action items that have not been completed or corrected. Both parties shall sign and date the last page. Contractor shall submit the formal pay request package to the Administrating Office (original) and the QA Rep (copy), incorporating any changes made on the preliminary pay request on or before the 10th of the month. Contractor shall also enter the pay request into RMS.

3.1.2 Required Documents

Pay request packages from Contractors shall include the following documents:

a. Prompt Payment Certification and Requested Earnings printed from RMS and wet signed.

b. Preliminary payment request worksheet, signed and dated by both parties.

c. Required back-up, if applicable (survey, cross-sections, weight tickets, etc.)

d. Updated approved schedule (progress chart or NAS with narrative report as specified)

e. Safety Exposure Report (hard copy not required, will be verified in

RMS)

f. Current Submittal Register (hard copy not required, will be verified in RMS)

g. Current QC Test Log (entered and printed from RMS)

h. Certified Payrolls (prime and subs at all tiers) entered in RMS and submitted to the Administrating Office

If the progress payment request is missing any of the above items or imports into RMS, the Administrating Office shall notify the Contractor within 7 days and suspend the processing of the progress payment until the missing information has been received. The invoice will not be considered acceptable until a complete pay request package has been submitted and imports performed. Upon receipt of an acceptable invoice, the invoice is stamped 'RECEIVED'. In accordance with FAR 52.232-27 Prompt Payment for Construction Contracts, the due date for making payment is 14 days after the designated billing office receives a proper complete payment request.

SECTION 01 22 00 Page 5

-- End of Section --

SECTION 01 22 00 Page 6

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 PROJECT SCHEDULER QUALIFICATIONS

PART 2 PRODUCTS

2.1 SOFTWARE

2.1.1 Government Default Software

2.1.2 Contractor Software

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

3.1.1 Schedule Status Reports

3.1.2 Approved Project Schedule

3.1.3 Default Terms

3.2 BASIS FOR PAYMENT AND COST LOADING

3.2.1 Activity Cost Loading

3.2.2 Withholdings/Payment Rejection

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

3.3.2 Level of Detail Required

3.3.3 Activity Durations

3.3.4 Procurement Activities

3.3.5 Mandatory Tasks

3.3.6 Government Activities

3.3.7 Standard Activity Coding Dictionary

3.3.7.1 Workers Per Day (WRKP)

3.3.7.2 Responsible Party Coding (RESP)

3.3.7.3 Area of Work Coding (AREA)

3.3.7.4 Modification Number (MODF)

3.3.7.5 Bid Item Coding (BIDI)

3.3.7.6 Phase of Work Coding (PHAS)

3.3.7.7 Category of Work Coding (CATW)

3.3.7.8 Feature of Work Coding (FOW)

3.3.8 Contract Milestones and Constraints

3.3.8.1 Project Start Date Milestone and Constraint

3.3.8.2 End Project Finish Milestone and Constraint

3.3.8.3 Interim Completion Dates and Constraints

3.3.8.3.1 Start Phase

3.3.8.3.2 End Phase

3.3.9 Calendars

3.3.10 Open Ended Logic

3.3.11 Default Progress Data Disallowed

SECTION 01 32 01 Page 1

3.3.12 Out-of-Sequence Progress

3.3.13 Added and Deleted Activities

3.3.14 Original Durations

3.3.15 Leads, Lags, and Start to Finish Relationships

3.3.16 Retained Logic

3.3.17 Percent Complete

3.3.18 Remaining Duration

3.3.19 Cost Loading of Closeout Activities

3.3.19.1 As-Built Drawings

3.3.19.2 O & M Manuals

3.3.20 Early Completion Schedule and the Right to Finish Early

3.4 PROJECT SCHEDULE SUBMISSIONS

3.4.1 Preliminary Project Schedule Submission

3.4.2 Initial Project Schedule Submission

3.4.3 Periodic Schedule Updates

3.5 SUBMISSION REQUIREMENTS

3.5.1 Data CD/DVDs

3.5.2 Narrative Report

3.5.3 Schedule Reports

3.5.3.1 Activity Report

3.5.3.2 Logic Report

3.5.3.3 Total Float Report

3.5.3.4 Earnings Report by CLIN

3.5.3.5 Schedule Log

3.5.4 Network Diagram

3.5.4.1 Continuous Flow

3.5.4.2 Project Milestone Dates

3.5.4.3 Critical Path

3.5.4.4 Banding

3.5.4.5 Cash Flow / Schedule Variance Control (SVC) Diagram

3.6 PERIODIC SCHEDULE UPDATE

3.6.1 Periodic Schedule Update Meetings

3.6.2 Update Submission Following Progress Meeting

3.7 WEEKLY PROGRESS MEETINGS

3.8 REQUESTS FOR TIME EXTENSIONS

3.8.1 Justification of Delay

3.8.2 Time Impact Analysis (Prospective Analysis)

3.8.3 Forensic Schedule Analysis (Retrospective Analysis)

3.8.4 Fragmentary Network (Fragnet)

3.8.5 Time Extension

3.8.6 Impact to Early Completion Schedule

3.9 FAILURE TO ACHIEVE PROGRESS

3.9.1 Artificially Improving Progress

3.9.2 Failure to Perform

3.9.3 Recovery Schedule

3.10 OWNERSHIP OF FLOAT

3.11 TRANSFER OF SCHEDULE DATA INTO RMS/QCS

3.12 PRIMAVERA P6 MANDATORY REQUIREMENTS

-- End of Section Table of Contents --

SECTION 01 32 01 Page 2

SECTION 01 32 01

PROJECT SCHEDULE

PART 1 GENERAL

1.1 REFERENCES

The publications listed below form a part of this specification to the extent referenced. The publications are referred to within the text by the basic designation only.

AACE INTERNATIONAL (AACE)

AACE 29R-03 (2011) Forensic Schedule Analysis

AACE 52R-06 (2006) Time Impact Analysis - As Applied in Construction

U.S. ARMY CORPS OF ENGINEERS (USACE)

ER 1-1-11 (1995) Administration -- Progress, Schedules, and Network Analysis Systems

USACE QMS

FAR 52.232-5 Payments under Fixed-Price Construction Contracts

FAR 52.232-27 Prompt Payment for Construction Contracts

1.2 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Project Scheduler Qualifications; G

Preliminary Project Schedule; G

Initial Project Schedule; G

Periodic Schedule Update; G

1.3 PROJECT SCHEDULER QUALIFICATIONS

Designate an authorized representative to be responsible for the preparation of the schedule and all required updating and production of reports. The authorized representative must have a minimum of 2 years' experience scheduling construction projects similar in size and nature to this project with scheduling software that meets the requirements of this specification. Representative must have a comprehensive knowledge of CPM scheduling principles and application.

SECTION 01 32 01 Page 3

PART 2 PRODUCTS

2.1 SOFTWARE

The scheduling software utilized to produce and update the schedules required herein must be capable of meeting all requirements of this specification.

2.1.1 Government Default Software

The Government intends to use Primavera P6.

2.1.2 Contractor Software

Scheduling software used by the contractor shall be Primavera P6 compatible with Government software. Provide the "xer" export file in a version of P6 importable by the Government system.

PART 3 EXECUTION

3.1 GENERAL REQUIREMENTS

Prepare for approval a Project Schedule, as specified herein, pursuant to FAR Clause 52.236-15 Schedules for Construction Contracts. Show in the schedule the proposed sequence to perform the work and dates contemplated for starting and completing all schedule activities. The scheduling of the entire project is required. The scheduling of construction is the responsibility of the Contractor. Contractor management personnel must actively participate in its development. Subcontractors and suppliers working on the project must also contribute in developing and maintaining an accurate Project Schedule. Provide a schedule that is a forward planning as well as a project monitoring tool. Use the Critical Path Method (CPM) of network calculation to generate all Project Schedules.

Prepare each Project Schedule using the Precedence Diagram Method (PDM).

3.1.1 Schedule Status Reports

Provide a Schedule Status Report on at least a weekly basis. If, in the opinion of the Contracting Officer, the Contractor falls behind the approved schedule, take steps necessary to improve its progress including those that may be required by the Contracting Officer, without additional cost to the Government. In this circumstance, the Contracting Officer 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 as the Contracting Officer deems necessary to demonstrate how the approved rate of progress will be regained.

3.1.2 Approved Project Schedule

Use the approved Project Schedule to measure the progress of the work and to aid in evaluating time extensions. Make the schedule cost loaded and activity coded. The schedule will provide the basis for all progress payments. If the Contractor fails to submit any schedule within the time prescribed, the Contracting Officer may withhold approval of progress payments until the Contractor submits the required schedule.

SECTION 01 32 01 Page 4

3.1.3 Default Terms

Failure of the Contractor to comply with the requirements of the Contracting Officer must be grounds for a determination, by the Contracting Officer, that the Contractor is not prosecuting the work with sufficient diligence to ensure completion within the time specified in the contract. Upon making this determination, the Contracting Officer may terminate the Contractor's right to proceed with the work, or any separable part of it, in accordance with the default terms of the contract.

3.2 BASIS FOR PAYMENT AND COST LOADING

The approved Project Schedule is the basis for determining contract earnings during each update period and therefore the amount of each progress payment. Lack of an approved schedule update, or qualified scheduling personnel, will result in the inability of the Contracting Officer to evaluate contract earned value for the purposes of payment.

Failure to provide all required information will result in the disapproval of the preliminary, initial and subsequent schedule updates. The aggregate value of all activities coded to a contract CLIN must equal the value of the CLIN.

3.2.1 Activity Cost Loading

Activity cost loading must be reasonable and without front-end loading.

Provide additional documentation to demonstrate reasonableness if requested by the Contracting Officer.

3.2.2 Withholdings/Payment Rejection

Failure to meet the requirements of this specification may result in the disapproval of the preliminary, initial or periodic schedule updates and subsequent rejection of payment requests until compliance is met.

In the event that the Contracting Officer directs schedule revisions and those revisions have not been included in subsequent Project Schedule revisions or updates, the Contracting Officer may withhold 10 percent of pay request amount from each payment period until such revisions to the project schedule have been made.

3.3 PROJECT SCHEDULE DETAILED REQUIREMENTS

3.3.1 Critical Path Method

Use the Critical Path Method (CPM) of network calculation to generate the Project Schedule. Prepare the Project Schedule using Precedence Diagram Method (PDM).

3.3.2 Level of Detail Required

Develop the Project Schedule to the appropriate level of detail to address major milestones and to allow for satisfactory project planning and execution.