Attachment 2 - Specifications.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

SAN JOAQUIN RIVER RIGHT BANK

PL 84-99 EMERGENCY LEVEE REPAIRS

SITE 1151-11

SAN JOAQUIN COUNTY, CALIFORNIA

SOLICITATION NO. XXXXXX-XX-X-XXXX

SPECIFICATION NO. 2208

DESIGN FILE NO. 7-04-1875

ISSUE DATE: APRIL 2020

PL 84-99 Emergency Levee Repair Spec No. 2208 Site 1151-11 - San Joaquin River

PROJECT TABLE OF CONTENTS

DI VI SI ON 00 - PROCUREMENT AND CONTRACTI NG REQUI REMENTS

00 01 15 LIST OF DRAWINGS

DI VI SI ON 01 - GENERAL REQUI REMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

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 71 10 MOBILIZATION AND DEMOBILIZATION

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 78 00 CLOSEOUT SUBMITTALS

DI VI SI ON 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING, GRUBBING, AND STRIPPING

DI VI SI ON 32 - EXTERI OR I MPROVEMENTS

32 15 00 AGGREGATE SURFACING

32 92 19 SEEDING

DI VI SI ON 33 - UTI LI TI ES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1 April 2020

SECTION TABLE OF CONTENTS

DIVISION 00 - PROCUREMENT AND CONTRACTING REQUIREMENTS

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

PART 1 GENERAL

1.1 SUMMARY

1.2 CONTRACT DRAWINGS

1.3 SUPPLEMENTARY DRAWINGS

1.3.1 Subsurface Data

-- End of Section Table of Contents --

DOCUMENT 00 01 15 Page 1

DOCUMENT 00 01 15

LIST OF DRAWINGS

02/11

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 Route

G-005 N/A Key Map and Control Line Line and Curve Tables

G-006 N/A Construction Limits

V-001 N/A Project Survey Control

C-101 N/A Demolition Plan, Sta 4410+00 to 4400+00

C-102 N/A Demolition Plan, Sta 4400+00 to 4392+00

C-111 N/A Grading Plan, Sta 4410+00 to 4400+00

C-112 N/A Grading Plan, Sta 4400+00 to 4392+00

C-201 N/A Drainage Pipe Profile

C-202 N/A Landside Access Ramp Plan and Profile

DOCUMENT 00 01 15 Page 2

DRAWING NO. REVISION NO. TITLE

C-301 N/A Typical Sections

C-310 N//A Cross Sections Sta 4393+00 to 4396+00

C-311 N/A Cross Sections Sta 4397+00 to 4400+00

C-312 N/A Cross Sections Sta 4401+00 to 4404+00

C-313 N/A Cross Sections Sta 4405+00 to 4408+00

C-501 N/A Details 1 of 3

C-502 N/A Details 2 of 3

C-503 N/A Details 3 of 3

1.3 SUPPLEMENTARY DRAWINGS

These supplementary drawings may not be a part of the Contract but are included with the drawings for information.

1.3.1 Subsurface Data

Subsurface data, not specified or indicated, have been obtained by the Government at the Project site. The data are available for examination by prospective bidders in the office of the Contracting Officer.

-- End of Document --

DOCUMENT 00 01 15 Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

05/17

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 Preconstruction Quantity Survey Plan

1.12.1.1 Preconstruction Access Road Survey

1.12.1.2 Post-Construction Access Road Survey

1.13 BORROW SITE AND DISPOSAL SITE

1.14 LEVEE QUANTITY SURVEY

1.14.1 Preconstruction Levee Survey

1.14.2 Post-Construction Levee Survey

1.14.3 Borrow Site and Disposal Site

1.15 ENVIRONMENTAL LITIGATION

1.16 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

05/17

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 Contract, 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

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. 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

SD-11 Closeout Submittals

Post-construction Access Road Survey

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 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 Initial Informal Partnering Session will be conducted and facilitated using electronic media (a video and accompanying forms) provided by the Contracting Officer. 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 (or by the State of California or its agents) 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 construction operations. Should such damage be

SECTION 01 00 00 Page 3 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. The Contractor must allow that levee crown roads remain open to property owners at all times. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of utility outages or road closures for particular installations and the maximum time allowed for such outage.

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 .

SECTION 01 00 00 Page 4

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 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 b. 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 Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES.

SECTION 01 00 00 Page 5

1.12.1 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 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.

1.12.1.1 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.

1.12.1.2 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 BORROW SITE AND DISPOSAL SITE

Fill material to be acquired from commercial borrow site at Contractor's expense. Contractor to determine that borrow area is Federally approved and State of California approved. Disposal of material to be sent to commercial disposal site at Contractor's expense.

1.14 LEVEE QUANTITY SURVEY

1.14.1 Preconstruction Levee Survey

Survey cross sections before construction begins (see submittal "Preconstruction Levee Survey"), 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. Specification Section where the preconstruction survey is used for measurement or the verification of measurement include Section 31 00 00 EARTHWORK. Cross sections must be surveyed perpendicular to the control line shown on the Plans. Points along the cross sections must be surveyed within 10 feet of each other. Where applicable, perform a profile survey of the top of the levee along the entire length where the road is used for access and repair.

Cross sections along the control line shown on the Plans must include the entire existing levee embankment where the existing levee will be excavated and reconstructed and continue out to a point at least 10 horizontal feet past the completed work on both the waterside and landside. 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

SECTION 01 00 00 Page 6 foot. All cross sections must be plotted as viewed in the downstream direction. 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 2016 format (Name.DWG).

Provide the Contracting Officer the survey data files, one set of the cross section data, plotted as viewed in the downstream direction, with a 5 horizontal X 2 vertical grid, on a standard D size drawing sheet, at a scale of 1:10, horizontal and vertical. The Contractor is responsible for preparing any needed layout drawings. Standard cross section plotting paper with pre-printed red grid is not acceptable.

1.14.2 Post-Construction Levee Survey

Provide to the Contracting Officer surveyed cross sections taken after the placement of compacted fill. Take cross sections at the same locations as the Preconstruction Levee Survey cross section. All surveys must be performed by a licensed surveyor in the State of California.

1.14.3 Borrow Site and Disposal Site

Fill material must be acquired from a combination of onsite excavations and commercial borrow sites. Requirements for fill materials are described in Section 31 00 00 EARTHWORK. The Contractor must be responsible for locating a suitable borrow site and must determine that the borrow site is Federally approved and State of California approved. Excess material must be sent to an approved disposal site at Contractor's expense.

1.15 ENVIRONMENTAL LITIGATION

a. If the performance of all or any part of the work is suspended, 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 litigations" 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.

SECTION 01 00 00 Page 7

1.16 ADDITIONAL STAGING AREAS

The Contractor is required to use the proposed staging areas shown on the Plans for offices and staging. If alternative sites are determined to be necessary, they must be near the project and the Contractor must make all arrangements including but not limited to clearance of non-sensitive archaeological and environmental sites for their use at the Contractor's expense and must be approved by the Government prior to use.

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 specification 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 8

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.2 TYPE OF CONTRACT

1.3 PROJECT LOCATION

1.4 PROJECT DESCRIPTION

1.4.1 Project Description

1.4.2 Borrow Area

1.4.3 Water Supply for Construction

1.4.4 Offices, Stockpile and Staging Areas

1.4.5 Site Access

1.5 EXISTING FACILITIES

1.6 LOCATION OF UNDERGROUND UTILITIES

1.7 CONTRACTOR'S USE OF THE PREMISES

1.8 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

08/15

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

This Specification Section describes the San Joaquin River Right Bank, PL 84-99 Emergency Levee Repairs, Site 1151-11 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 TYPE OF CONTRACT

This Contract consists of Lump Sum and Unit Price Bid Schedule Items.

1.3 PROJECT LOCATION

The project is located on the right bank of the San Joaquin River approximately 7.1 miles east of Tracy in San Joaquin County, California.

The exact work is shown on the Plans.

1.4 PROJECT DESCRIPTION

1.4.1 Project Description

The work includes the construction of an approximately 1,500-foot-long seepage berm with a chimney drain along the right bank of the San Joaquin River. The existing emergency berm will be excavated and stockpiled for reuse for construction of the berm. The berm will be 150 feet wide, 5 feet thick at the levee toe and 3 feet thick at the toe of the berm. The chimney drain will be approximately 10 feet tall above the levee toe. The seepage berm and chimney drain will include a 0.5-foot-thick layer of filter sand, 1-foot-thick layer of drain blanket, and geotextile separator overlain by fill materials. An existing drainage ditch will be backfilled and new drainage pipe constructed outside the seepage berm toe. The existing ditch will be backfilled with Random Fill prior to construction of the seepage berm.

1.4.2 Borrow Area

The Contractor must identify a local borrow source with sufficient material to construct the proposed work. Required on site excavation may be used as fill materials provided they meet, or can be blended to meet, the requirements of these Specifications.

1.4.3 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.

SECTION 01 11 00 Page 2

1.4.4 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.

1.4.5 Site Access

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

1.5 EXISTING FACILITIES

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

1.6 LOCATION OF UNDERGROUND UTILITIES

Overhead and underground utilities exist within the project area and along access/haul routes that will be protected in place. The Contractor must be responsible for the 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 must be repaired at no cost to the Government. The Contractor must be responsible for protecting any utilities near work or haul/access roads.

1.7 CONTRACTOR'S USE OF THE PREMISES

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

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

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

c. The Contractor must 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 must 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 must be stored to facilitate inspection by the Government.

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

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

SECTION 01 11 00 Page 3

g. The Contractor must 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.

1.8 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.

g. Restoration of the project site to the original condition.

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 22 00

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

1.2 SINGLE JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 SWPPP Design and Implementation

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Temporary Fencing, Signage, and Traffic Control

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Demolition

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Remove Existing Crushed Aggregate

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.3 UNIT PRICE PAYMENT ITEMS

1.3.1 Clearing and Grubbing

1.3.1.1 Payment

1.3.1.2 Measurement

1.3.1.3 Unit of Measure

1.3.2 Stripping

1.3.2.1 Payment

1.3.2.2 Measurement

1.3.2.3 Unit of Measure

1.3.3 Remove Existing Pipe

1.3.3.1 Payment

1.3.3.2 Measurement

1.3.3.3 Unit of Measure

1.3.4 Excavate Drainage Pipe Trench

1.3.4.1 Payment

1.3.4.2 Measurement

1.3.4.3 Unit of Measure

1.3.5 Geotextile for Drainage Pipe

1.3.5.1 Payment

1.3.5.2 Measurement

1.3.5.3 Unit of Measure

1.3.6 24" Perforated Pipe

1.3.6.1 Payment

1.3.6.2 Measurement

1.3.6.3 Unit of Measure

1.3.7 24" Non-perforated Drainage Pipe

1.3.7.1 Payment

SECTION 01 22 00 Page 1

1.3.7.2 Measurement

1.3.7.3 Unit of Measure

1.3.8 Filter Sand for Drainage Pipe

1.3.8.1 Payment

1.3.8.2 Measurement

1.3.8.3 Unit of Measure

1.3.9 Crushed Aggregate for Drainage Pipe

1.3.9.1 Payment

1.3.9.2 Measurement

1.3.9.3 Unit of Measure

1.3.10 Drain Pipe Inlet Structure

1.3.10.1 Payment

1.3.10.2 Measurement

1.3.10.3 Unit of Measure

1.3.11 Field Drain Collector

1.3.11.1 Payment

1.3.11.2 Measurement

1.3.11.3 Unit of Measure

1.3.12 Filter Sand for Seepage Berm

1.3.12.1 Payment

1.3.12.2 Measurement

1.3.12.3 Unit of Measure

1.3.13 Drain Blanket

1.3.13.1 Payment

1.3.13.2 Measurement

1.3.13.3 Unit of Measure

1.3.14 Random Fill

1.3.14.1 Payment

1.3.14.2 Measurement

1.3.14.3 Unit of Measure

1.3.15 Geotextile for Toe Road

1.3.15.1 Payment

1.3.15.2 Measurement

1.3.15.3 Unit of Measure

1.3.16 Seepage Berm Toe Material

1.3.16.1 Payment

1.3.16.2 Measurement

1.3.16.3 Unit of Measure

1.3.17 Type B Fabric

1.3.17.1 Payment

1.3.17.2 Measurement

1.3.17.3 Unit of Measure

1.3.18 Rock Slope Protection

1.3.18.1 Payment

1.3.18.2 Measurement

1.3.18.3 Unit of Measure

1.3.19 Hydroseeding

1.3.19.1 Payment

1.3.19.2 Measurement

1.3.19.3 Unit of Measure

1.3.20 Aggregate Surfacing

1.3.20.1 Payment

1.3.20.2 Measurement

1.3.20.3 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 2

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 3

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

08/15

PART 1 GENERAL

1.1 SUBMITTALS

Submit the following in accordance with Section 01 33 00 SUBMITTAL

PROCEDURES:

SD-01 Preconstruction Submittals

Contract Cost Breakdown

1.2 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.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Measurement and payment for mobilization, demobilization, staging areas, temporary construction facilities, and for all other work covered by the Project Specifications, as defined in Section 01 71 10 MOBILIZATION AND DEMOBILIZATION, must be made at the Contract job price for item "MOBILIZATION AND DEMOBILIZATION"; which payment must constitute full compensation for all the Work involved in mobilization and demobilization as shown or specified in the Contract documents, and directed by the Contracting Officer,including preparation of staging areas, improvements to existing ramps for construction access, and restoration of staging areas. Mobilization and Demobilization must be cost loaded 60 percent mobilization and 40 percent demobilization. Final As-Built Drawings must be cost loaded one half of one percent of the awarded Contract as a portion of the demobilization amount.

1.2.1.2 Unit of Measure

Unit of measure: job.

SECTION 01 22 00 Page 4

1.2.2 SWPPP Design and Implementation

1.2.2.1 Payment

Payment will be made for costs associated with SWPPP design and implementation as defined in Section 01 57 23 TEMPORARY STORMWATER POLLUTION CONTROL as shown on the Plans, and as directed by the Contracting Officer at the Contract lump sum price for item "SWPPP DESIGN AND IMPLEMENTATION". Payment must constitute full compensation for all work involved in storm water pollution control including installation and removal of best management practices for erosion control, spill control, monitoring, providing updates to the SWPPP, rain event action plan, and record keeping as required by law, as shown in the Contract documents.

Payment will not include permanent erosion control and seeding as specified under section 32 92 19 SEEDING, which is covered by bid item "Hydroseeding.”

1.2.2.2 Unit of Measure

Unit of measure: job.

1.2.3 Temporary Fencing, Signage, and Traffic Control

1.2.3.1 Payment

Payment will be made for costs associated with the preparation and implementation of the traffic control plan as defined in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS at the Contract lump sum price for item "TEMPORARY FENCING, SIGNAGE, AND TRAFFIC CONTROL". Payment must constitute full compensation for all work involved in the protection of traffic along haul routes and at access points as required by local, state and federal regulations, including all barriers, lights, signals, detours, and other ancillary requirements.

1.2.3.2 Unit of Measure

Unit of measure: job.

1.2.4 Demolition

1.2.4.1 Payment

Payment will be made for costs associated with demolition as shown on the Plans, and as directed by the Contracting Officer at the Contract lump sum price for item "DEMOLITION". Payment must constitute full compensation for all work involved in the demolition of existing drainage and irrigation features as shown in the Contract documents.

1.2.4.2 Unit of Measure

Unit of measure: job.

1.2.5 Remove Existing Crushed Aggregate

1.2.5.1 Payment

Payment for excavation as defined on the Plans and in Section 31 00 00 EARTHWORK will be paid at the at the Contract bid price for "REMOVE EXISTING CRUSHED AGGREGATE". This price must constitute full compensation

SECTION 01 22 00 Page 5 for all equipment, labor, materials, and all incidentals necessary to complete the work as shown or specified in the Contract documents, or as directed by the Contracting Officer, including excavation of the crushed aggregate and hauling to staging or stockpile areas for reuse (provided the materials meet the requirements of the Specifications) or hauling to an approved waste location.

1.2.5.2 Unit of Measure

Unit of measure: job.

1.3 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this Contract on which the Contract unit price payments will be made are listed in the BIDDING SCHEDULE and described below. The unit 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 each of the unit price items.

1.3.1 Clearing and Grubbing

1.3.1.1 Payment

Clearing and grubbing, and the disposal of the materials from this operation and for all other related work as defined in Section 31 11 00 CLEARING, GRUBBING, AND STRIPPING, must be paid at the Contract unit price for "CLEARING AND GRUBBING". This price must constitute full compensation for furnishing all labor, materials, equipment and incidentals, and doing all work necessary to complete the clearing and grubbing including removal of rocks, debris, existing aggregate surfacing, and all other deleterious items as noted on or specified in the Contract documents and as directed by the Contracting Officer, including disposal or salvage of materials, and restoring all ground surfaces including filling of holes that result from grubbing operations. Includes removal of deleterious materials from existing landside ditch as shown on the Plans.

1.3.1.2 Measurement

Clearing and grubbing must be measured for payment to the nearest 0.1 acre based upon horizontal area surveys.

1.3.1.3 Unit of Measure

Unit of measure: acre.

1.3.2 Stripping

1.3.2.1 Payment

Payment for stripping as defined in Section 31 11 00 CLEARING, GRUBBING, AND STRIPPING will be made at the Contract bid price for "STRIPPING". This price must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the work as shown or specified in the Contract documents, or as directed by the Contracting Officer. Payment must constitute full compensation for stripping, stockpiling, transportation, loading, unloading, and placement as described in the Contract Documents.

SECTION 01 22 00 Page 6

1.3.2.2 Measurement

Stripping must be measured for payment to the nearest cubic yard. The basis for measurement will be surveys taken after clearing and grubbing operations and after stripping operations to the depths shown on the Plans or directed by the Contracting Officer. Survey cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet.

1.3.2.3 Unit of Measure

Unit of measure: cubic yard.

1.3.3 Remove Existing Pipe

1.3.3.1 Payment

Payment for removal of the existing pipe at the landside toe of the levee as defined in Section 31 00 00 EARTHWORK will be made at the Contract bid price for "REMOVE EXISTING PIPE". This price must constitute full compensation for all equipment, labor, materials and incidentals necessary to complete the work as shown or specified in the Contract documents, or as directed by the Contracting Officer. Payment must constitute full compensation for excavation, removal, transportation, and backfill as described in the Contract Documents.

1.3.3.2 Measurement

Remove existing pipe must be measured for payment to the nearest linear foot as verified in the field.

1.3.3.3 Unit of Measure

Unit of measure: linear feet.

1.3.4 Excavate Drainage Pipe Trench

1.3.4.1 Payment

Payment for excavation for the toe drain pipe as defined on the Plans and in Section 31 00 00 EARTHWORK will be paid at the at the Contract bid price for "EXCAVATE DRAINAGE PIPE TRENCH". This price must constitute full compensation for all equipment, labor, materials, and all incidentals necessary to complete the work as shown or specified in the Contract documents, or as directed by the Contracting Officer, including excavation of the foundation and hauling to staging or stockpile areas for reuse (provided the materials meet the requirements of the Specifications) or hauling to an approved waste location.

1.3.4.2 Measurement

Excavation for the toe will be measured for payment by the cubic yard and quantities will be determined by the average end area method. The basis for measurement will be surveys taken after stripping, clearing and grubbing operations and after excavation. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet along the drain pipe alignment.

SECTION 01 22 00 Page 7

1.3.4.3 Unit of Measure

Unit of measure: cubic yard.

1.3.5 Geotextile for Drainage Pipe

1.3.5.1 Payment

Payment will be made for Geotextile Separator placed within the drainage trench around the crushed aggregate and drainage pipe as defined in Section 31 05 19 GEOTEXTILE and shown on the Plans at the Contract bid price for "GEOTEXTILE FOR DRAINAGE PIPE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for hauling material to the site and placing the geotextile per manufacturer's recommendations. Overlaps of adjacent sheets of geotextile will not be compensated for separately.

1.3.5.2 Measurement

Geotextile Separator will be measured for payment to the nearest square yard. Quantities for payment will be verified by surveys of the placed geotextile.

1.3.5.3 Unit of Measure

Unit of measure: square yard.

1.3.6 24" Perforated Pipe

1.3.6.1 Payment

Payment will be made for 24" perforated pipe as defined in Section 33 40 00 STORM DRAINAGE UTILITIES at the Contract bid price for "24" PERFORATED PIPE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for excavation, foundation preparation, placement of pipe, and materials testing.

1.3.6.2 Measurement

24" perforated pipe must be measured for payment by the length of pipe placed at the locations shown on the Plans as verified in the field by the Contracing Officer.

1.3.6.3 Unit of Measure

Unit of measure: linear feet.

1.3.7 24" Non-perforated Drainage Pipe

1.3.7.1 Payment

Payment will be made for 24" solid pipe as defined in Section 33 40 00 STORM DRAINAGE UTILITIES at the Contract bid price for "24" NON-PERFORATED DRAINAGE PIPE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for excavation, foundation preparation, placement of pipe, and materials testing.

SECTION 01 22 00 Page 8

1.3.7.2 Measurement

24" non-perforated pipe must be measured for payment by the length of pipe placed at the locations shown on the Plans as verified in the field by the Contracting Officer.

1.3.7.3 Unit of Measure

Unit of measure: linear feet.

1.3.8 Filter Sand for Drainage Pipe

1.3.8.1 Payment

Payment will be made for Filter Sand for the drainage pipe trench backfill as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "FILTER SAND FOR DRAINAGE PIPE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation, hauling material from staging areas, borrow areas or stockpiles, blending, placing and compacting the material, materials testing, and moisture control.

1.3.8.2 Measurement

Filter sand will be measured for payment to the nearest 0.1 ton.

Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable moisture content.

1.3.8.3 Unit of Measure

Unit of measure: ton.

1.3.9 Crushed Aggregate for Drainage Pipe

1.3.9.1 Payment

Payment will be made for Crushed Aggregate for toe drain as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "CRUSHED AGGREGATE FOR DRAINAGE PIPE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation, hauling material from staging areas or stockpiles, blending, placing and compacting the material, materials testing, surveying, and moisture control.

1.3.9.2 Measurement

Crushed Aggregate will be measured for payment to the nearest 0.1 ton.

Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable moisture content.

SECTION 01 22 00 Page 9

1.3.9.3 Unit of Measure

Unit of measure: cubic yard.

1.3.10 Drain Pipe Inlet Structure

1.3.10.1 Payment

Payment will be made for drain inlets as defined in Section 33 40 00 STORM DRAINAGE UTILITIES at the Contract bid price for "DRAIN PIPE INLET STRUCTURE". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for deliver, placement, and connection required.

1.3.10.2 Measurement

Drain inlets must be measured for payment per each.

1.3.10.3 Unit of Measure

Unit of measure: each.

1.3.11 Field Drain Collector

1.3.11.1 Payment

Payment will be made for field drains as defined in Section 33 40 00 STORM DRAINAGE UTILITIES at the Contract bid price for "FIELD DRAIN COLLECTOR". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for deliver, placement, and connection required.

1.3.11.2 Measurement

Field drains must be measured for payment per each.

1.3.11.3 Unit of Measure

Unit of measure: each.

1.3.12 Filter Sand for Seepage Berm

1.3.12.1 Payment

Payment will be made for Filter Sand for the seepage berm as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "FILTER SAND FOR SEEPAGE BERM". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation, hauling material from staging areas, borrow areas or stockpiles, blending, placing and compacting the material, materials testing, and moisture control.

1.3.12.2 Measurement

Filter sand will be measured for payment to the nearest 0.1 ton.

Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions

SECTION 01 22 00 Page 10 will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable moisture content.

1.3.12.3 Unit of Measure

Unit of measure: ton.

1.3.13 Drain Blanket

1.3.13.1 Payment

Payment will be made for Drain Blanket as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "DRAIN BLANKET". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation, hauling material from staging areas, borrow areas or stockpiles, blending, placing and compacting the material, materials testing, surveying, and moisture control.

1.3.13.2 Measurement

Drain Blanket will be measured for payment to the nearest 0.1 ton.

Quantities for payment will be certified by individual truck weight tickets delivered to the Contracting Officer at the time of delivery of each truckload of material. Moisture content not exceeding six percent by weight will be acceptable in determining payment quantities. Deductions will be made from the certified weight for moisture in excess of this amount and for materials in excess of the allowable moisture content.

1.3.13.3 Unit of Measure

Unit of measure: ton.

1.3.14 Random Fill

1.3.14.1 Payment

Payment will be made for Random Fill as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "RANDOM FILL". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for foundation preparation, hauling material from staging areas, borrow areas or stockpiles, blending, placing and compacting the material, materials testing, surveying, and moisture control.

1.3.14.2 Measurement

Material specified for Random Fill must be measured for payment by the cubic yard, in place, and quantities will be determined by the average end area method to the nearest cubic yard. The basis for measurement will be surveys of the areas to be filled taken after placement of filter sand and after placement of random fill to the tolerances specified and before placement of topsoil. Cross sections must be performed at significant breaks in grade except that the maximum distance between cross sections must not exceed 100 feet. Berms not constructed to design grade and sections constructed above the allowable tolerance will not be accepted.

SECTION 01 22 00 Page 11

1.3.14.3 Unit of Measure

Unit of measure: cubic yard.

1.3.15 Geotextile for Toe Road

1.3.15.1 Payment

Payment will be made for Geotextile Separator placed below the toe road as defined in Section 31 05 19 GEOTEXTILE and shown on the PLans at the Contract bid price for "GEOTEXTILE FOR TOE ROAD". Payment must constitute full compensation for furnishing all plant, labor, equipment, materials, and performing all operations necessary for hauling material to the site and placing the geotextile per manufacturer's recommendations. Overlaps of adjacent sheets of geotextile will not be compensated for separately.

1.3.15.2 Measurement

Geotextile Separator will be measured for payment to the nearest square yard. Quantities for payment will be verified by surveys of the placed geotextile.

1.3.15.3 Unit of Measure

Unit of measure: square yard.

1.3.16 Seepage Berm Toe Material

1.3.16.1 Payment

Payment will be made for Seepage Berm Toe as defined in Section 31 00 00 EARTHWORK at the Contract bid price for "SEEPAGE…