Reach_D_Specs.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

AMERICAN RIVER WATERSHED COMMON

FEATURES PROJECT,

NATOMAS BASIN, REACH D WINDOWS

SACRAMENTO COUNTY, CALIFORNIA

PROJECT NO. 458595

SPECIFICATION NO. 2067

DESIGN FILE NOS. 1-04-0637

14 February 2018

American River Watershed Common Features Project, Reach D Windows 2067

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 22 00 MEASUREMENT AND PAYMENT

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 01 RESIDENT MANAGEMENT SYSTEM CONTRACTOR MODE(RMS CM)

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 65 00 START-UP TESTING AND COMMISSIONING

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 74 10 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

01 76 26 PROTECTION OF EXISTING UTILITIES

01 78 00 CLOSEOUT SUBMITTALS

01 78 20 OPERATION AND MAINTENANCE DATA

DIVISION 02 - EXISTING CONDITIONS

02 02 00 SUBSURFACE DATA

02 22 20 SITE STRIPPING AND EXCAVATION

02 24 00 DEWATERING

02 32 00 SUBSURFACE DRILLING, SAMPLING, AND TESTING

02 37 30 GEOTEXTILE

02 37 50 GEOGRID SOIL REINFORCEMENT

02 41 00 DEMOLITION

02 51 00 WELDED STEEL PIPE AND HDPE PIPE

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 15 13 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03 20 00 CONCRETE REINFORCING

03 31 01 CAST-IN-PLACE STRUCTURAL CONCRETE FOR CIVIL WORKS

03 39 00 CONCRETE CURING

03 40 00 PRECAST CONCRETE

03 52 01 CONTROLLED LOW STRENGTH MATERIAL (CLSM)

DIVISION 04 - MASONRY

04 20 01 MASONRY

DIVISION 05 - METALS

05 09 00 WELDING, STRUCTURAL

05 12 00 STRUCTURAL STEEL

05 21 00 STEEL JOIST FRAMING

05 31 00 STEEL DECKS

05 50 00 METAL: MISCELLANEOUS AND FABRICATIONS

05 60 00 TRASH RAKES

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

PROJECT TABLE OF CONTENTS Page 1

06 10 00 ROUGH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 22 00 ROOF INSULATION

07 60 00 FLASHING, SHEET METAL, AND SOFFIT PANELS

07 61 10 STEEL STANDING SEAM ROOFING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 STEEL DOORS AND FRAMES

08 71 00 DOOR HARDWARE

08 91 00 METAL WALL LOUVERS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 15 -

15 00 30 GENERAL MECHANICAL PROVISIONS

15 05 00 BASIC MECHANICAL MATERIALS AND METHODS

15 89 50 AIR SUPPLY, DISTRIBUTION, VENTILATION, AND EXHAUST SYSTEMS

DIVISION 26 - ELECTRICAL

26 00 00 ELECTRICAL WORK

26 05 00 RACEWAY

26 05 05 MISCELLANEOUS ELECTRICAL WORK

26 05 13 MEDIUM VOLTAGE POWER CABLE

26 05 19 LOW VOLTAGE WIRE AND CABLE

26 05 48 SEISMIC RESTRAINT FOR ELECTRICAL EQUIPMENT

26 08 00 FIELD TESTING AND OPERATION

26 11 14 ELECTRIC SERVICE

26 12 19 PAD MOUNTED TRANSFORMER

26 20 00 INTERIOR DISTRIBUTION SYSTEM

26 28 00 MEDIUM VOLTAGE MOTOR CONTROL CENTER

26 42 10 CATHODIC PROTECTION

26 42 19 CATHODIC PROTECTION BY IMPRESSED CURRENT

26 51 00 INTERIOR LIGHTING

26 56 00 EXTERIOR LIGHTING

DIVISION 28 - ELECTRONIC SAFETY AND SECURITY

28 05 26 GROUNDING SYSTEMS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 11 00 CLEARING, GRUBBING, AND STRIPPING

31 23 00 BORROW SITE EXCAVATION

31 23 23 FILL

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 23 AGGREGATE BASE COURSE

32 31 13 FENCES AND GATES

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32 92 33 GRASS SEEDING AND EROSION CONTROL

32 93 00 PLANTING

DIVISION 33 - UTILITIES

33 24 13 GROUNDWATER MONITORING WELLS

33 40 00 STORM DRAINAGE UTILITIES

33 71 02 UNDERGROUND ELECTRICAL DISTRIBUTION

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 20 GATES AND VALVES

35 31 19 STONE PROTECTION

DIVISION 40 - PROCESS INTERCONNECTIONS

40 95 00 Pumping Plant 4 - RTU AND INSTRUMENTATION

DIVISION 43 - PROCESS GAS AND LIQUID HANDLING, PURIFICATION, AND STORAGE

EQUIPMENT

43 21 40 PUMPS: WATER, VERTICAL

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 REFERENCES

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

CONTRACTS

1.3 SUBMITTALS

1.4 SCRAP MATERIAL

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

1.7.2 Temporary Wiring

1.7.3 Circuit Protection

1.8 UTILITIES

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

1.9.2 The Prime Contractor's Superintendent

1.9.3 Activity Hazard Analysis (AHA)

1.9.4 Violations

1.9.5 Fire Prevention

1.9.5.1 Inspections

1.9.6 Recordkeeping/Reporting Requirements

1.9.7 Accident Reporting

1.10 Traffic Control Plan

1.11 EXCAVATION PERMITS

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.13 EQUIPMENT DATA FORM

1.14 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.15 COMMERCIAL DISPOSAL SITE

1.16 HAUL ROUTE PLAN

1.17 HAUL ROAD DAMAGE REPAIRS AND DOCUMENTATION

1.17.1 Preconstruction Survey

1.17.2 Post-Construction Survey

1.18 BID ITEM OVERRUN

1.19 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.20 ONE YEAR MAINTENANCE CONTRACT

1.21 SPECIAL CONSTRUCTION PROCEDURES

1.21.1 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE

MATERIALS)

1.22 WARRANTY OF CONSTRUCTION

1.23 PAYMENT

1.24 NON CONTRACT WORK

1.25 DAMAGE TO SURROUNDING PROPERTY

1.26 FINAL EXAMINATION AND ACCEPTANCE

1.27 AFTER AWARD DOCUMENTS (Contractor Prepared)

1.28 ENVIRONMENTAL LITIGATION

SECTION 01 00 00 Page 1

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

SECTION 01 00 00 Page 2

SECTION 01 00 00

GENERAL REQUIREMENTS

PART 1 GENERAL

1.1 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.

NATIONAL FIRE PROTECTION ASSOCIATION (NFPA)

NFPA 70 (2017; ERTA 1-2 2017; TIA 17-1; TIA 17-2;

TIA 17-3) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2014) Safety and Health Requirements Manual

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

U.S. ARMY CORPS OF ENGINEERS, SACRAMENTO DISTRICT (CESPK)

CESPK FORM 450 (1992) Contractor Equipment Data Sheet

U.S. NATIONAL ARCHIVES AND RECORDS ADMINISTRATION (NARA)

29 CFR 1904 Recording and Reporting Occupational Injuries and Illnesses

29 CFR 1910 Occupational Safety and Health Standards

29 CFR 1926 Safety and Health Regulations for Construction

1.2 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/

SECTION 01 00 00 Page 3

Department of Veterans Affairs-VOW to Hire Heros 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 Heros 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

1.3 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 Survey; G

Preconstruction Access Road Survey; G

Video and photographs of project site; G

Preconstruction quality surveys; G

Preconstruction quality survey plan; G

Traffic Control Plan; G

Disposal Plan; G

Haul Route Plan; G post-construction quality survey plan

SD-11 Closeout Submittals

Documentation of haul road repairs

Post-construction quality surveys

1.4 SCRAP MATERIAL

Materials specified to be removed and become the property of the Contractor are designated as scrap, and the Contractor, by signing this contract, hereby acknowledges that he has made due allowance for value, if any, of such scrap in the contract price.

All scrap, solid waste, or hazardous materials must be disposed of and removed, in accordance with applicable laws and regulations at Contractor's expense, unless otherwise specified in the contract.

SECTION 01 00 00 Page 4

1.5 WRITTEN GUARANTEES AND GUARANTOR'S LOCAL REPRESENTATIVE

Prior to completion of the contract, obtain and furnish to the Contracting Officer's representative written guarantees for all the equipment and/or appliances furnished under the contract. Furnish with each guarantee: The name, address, and telephone number of the guarantor's representative nearest to the location where the equipment and/or appliances are installed, who, upon request of the Using Service's representative, will honor the guarantee during the guaranty period and will provide the services prescribed by the terms of the guarantee.

1.6 PRICING OF CONTRACTOR-FURNISHED PROPERTY

At the request of the Contracting Officer, the contractor must promptly furnish and must cause any subcontractors to furnish, in like manner, unit prices and descriptive data required by the Government for property record purposes of fixtures and equipment furnished and installed by the Contractor.

1.7 TEMPORARY ELECTRIC WIRING

1.7.1 Temporary Power and Lighting

Provide construction power facilities in accordance with the safety requirements of the NFPA 70 and EM 385-1-1. Enforce all the safety requirements of electrical extensions for the work of all subcontractors.

All work must be accomplished by skilled electrical tradesmen in a workmanlike manner, as approved by the Contracting Officer.

1.7.2 Temporary Wiring

In addition to the requirements of EM 385-1-1, all temporary wiring conductors installed for operation of construction tools and equipment must be either Type TW or THW contained in metal raceways, or may be multiconductor cord. Temporary wiring must be secured above the ground in a workmanlike manner and must not present an obstacle to persons or equipment. Open wiring may only be used outside of buildings, and then only in strict accordance with the provisions of the National Electrical Code.

1.7.3 Circuit Protection

In addition to the present requirements in EM 385-1-1 and NFPA 70, all 15 and 20-ampere receptacle outlets used for obtaining power during construction must have ground fault circuit interrupters (GFCI) for personnel protection. Block and brick saws must also be equipped with GFCI. The Contracting Officer may allow an exception to this requirement for circuits for concrete vibrators or circuits operating at other than 60 Hertz normal (in both cases an assured grounding program as described in the NFPA 70, except utilizing the daily inspection frequency of the grounding means of such equipment, may be permitted). The assured grounding program will not be permitted as a substitute for usage of GFCI'S except as described above. All generator-powered 15- and 20-ampere, 60 Hertz receptacle outlets must have GFCI'S, and must be properly grounded.

A testing means must be provided which will impose a measured fault of 5 milliamperes, plus or minus 1 milliamperes, and result in tripping the GFCI unit.

SECTION 01 00 00 Page 5

1.8 UTILITIES

It is anticipated that pole lines, signs, pipelines and private improvements that are to be replaced by new construction will be removed to new locations by the owners, unless otherwise indicated in the plans and specifications, in advance of construction operations. Notify the Contracting Officer at least 30 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 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, Section 00 72 00.

1.9 GENERAL SAFETY REQUIREMENTS

1.9.1 General

For information regarding specific Safety Requirements see Section 01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS. Refer to EM 385-1-1, (see Contract Clauses, Section 00 72 00, ACCIDENT PREVENTION) and the Occupational Safety and Health Act (OSHA) Standards for Construction 29 CFR 1926; General Industry Standards 29 CFR 1910; and the National Fire Protection Association Codes are applicable to this contract. In case of conflict the most stringent requirement of the standards is applicable. For information regarding changes to EM 385-1-1 visit following website:

http://www.publications.usace.army.mil/USACEPublications/EngineerManuals.aspx

1.9.2 The Prime Contractor's Superintendent

The Prime Contractor's superintendent must take an active role in enforcing the safety requirements by participation in safety conferences, hazard analysis (see below), tool box meetings, walk-through inspections, correction of violations, etc., and including that of the subcontractor's work.

1.9.3 Activity Hazard Analysis (AHA)

. Refer to Section 01 35 26 Paragraph 1.7.

1.9.4 Violations

If recurring violations and/or gross violation indicate that the safety performance is unsatisfactory, corrective action must be taken as directed, and at the discretion of the Contracting Officer the retention or some part thereof will be withheld from the progress payment until corrective action has been completed.

1.9.5 Fire Prevention

Cutting or welding will be permitted only in areas that are or have been made fire safe. Where possible, all combustibles must be located at least 35 feet horizontally from the work site. Where such location is impracticable, combustibles must be protected with fire blankets and/or protective welding screens to prevent slag from running out of the work area. Edges of covers at the ground must be tight to prevent sparks from

SECTION 01 00 00 Page 6 going under them. This precaution is also important at overlaps where several covers are used to protect a large pile. Other fire prevention precautions must be in accordance with the latest National Fire Codes.

1.9.5.1 Inspections

All construction sites are subject to fire and safety inspections without notice. Any violation of fire and safety standards may result in a work stoppage at the expense of the Contractor.

1.9.6 Recordkeeping/Reporting Requirements

On all contract operations, record and report all accident exposure and experience incident work. (This includes exposure and experience of the prime contractor and sub-contractor(s)). As a minimum these records must include exposure work-hours and a log of occupational injuries and illnesses. (OSHA Form 300 or state equivalent as prescribed by 29 CFR 1904 ) Refer to EM 385-1-1, 01.D.04.

1.9.7 Accident Reporting

In addition to the requirements for reporting accidents in accordance with EM 385-1-1, Section 1, submit at the 50% point and 100% of project completion, a written summary of worker's compensation claims filed by workers on the project. The report will include all subcontractors. The main report covering the Prime Contractor claims will be certified as "correct and true" by the Contractor's compensation insurance carrier. The same certification will be required for subcontractor reports.

1.10 Traffic Control Plan

Incorporate traffic mitigation measures into the Traffic Control Plan in order to reduce effects to traffic. Develop the Traffic Control Plan prior to construction. Coordinate all use of public roads, road closures and mitigation with the Contracting Officer, Sutter County, Caltrans, and other responsible agencies. This plan would include the following measures as applicable:

- Post construction zones along roadways to notify approaching motorists of trucks entering and exiting roadside construction sites and to reduce speeds through the construction zone.

- Place signs at construction areas before and during construction, to notify users of ongoing construction and limits of use. Clearly fence and delineate closure of levee roads, staging areas, and construction sites.

- Construction vehicles are not permitted to block any roadways or driveways.

- Provide access for emergency vehicles at all times

- Use signs and flagmen as needed, to alert motorists, bicyclists, and pedestrians to the presence of haul trucks and construction vehicles at all access points.

- Obey all speed limits, traffic laws, and transportation regulations during construction. Vehicles would not exceed 15 miles per hour on unpaved levee roads.

SECTION 01 00 00 Page 7

- If there are trucks or equipment needing time to maneuver along access routes or into or out of construction sites, flaggers must be stationed to slow or stop approaching vehicles to avoid conflicts with construction vehicles or equipment.

- Identify and provide off-street parking to the construction workers and their vehicles and trucks. Encourage construction workers to carpool and park in designated staging areas. If possible, such parking must be close enough to walk to the site.

- Repair any roads damaged by construction.

- Contractor employees and subcontractors must use off-street parking for vehicles.

Submit a Preconstruction Access Road Survey and a Traffic Control Plan in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.11 EXCAVATION PERMITS

(A) General:

Reference is made to the article of the contract entitled "Permits and Responsibilities," which obligates the Contractor to obtain all required licenses and permits.

1.12 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

(A) This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the CONTRACT CLAUSE, Section 00 72 00, entitled "DEFAULT (FIXED-PRICE CONSTRUCTION)". In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

(1) 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.

(2) 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.

(B) 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

7 6 5 4 1 0 0 0 1 2 5 7

(C) Upon acknowledgement of the Notice to Proceed (NTP) and continuing throughout the contract, the Contractor will record on the daily CQC

SECTION 01 00 00 Page 8 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.

1.13 EQUIPMENT DATA FORM

In conjunction with paragraph, EFARS 52.231-5000 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE, in Section 00 73 00, furnish CESPK FORM 450 for all necessary equipment to perform work requiring adjustment of contract price and must submit these forms with the modification proposals. A sample form is at the end of this section.

1.14 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

The Government may retain the services of an A/E to increase the level of confidence that the construction Contractor has complied with the requirements of the construction contract. The A/E's role in observing, monitoring or inspecting the activities of the construction Contractor is not intended in any way to require the A/E to assume any responsibility for the construction methods, means, techniques or procedures, including any health or safety requirements, be subjected to nonmeritorious litigation relating to site accidents or other circumstances associated with the construction Contractor's activities. The A/E must be named as an additional insured on all comprehensive general liability insurance policies carried by the construction Contractor.

1.15 COMMERCIAL DISPOSAL SITE

It must be the Contractor's responsibility to locate a reliable commercial disposal site, and secure a disposal site as needed for the project. The disposal site must be in compliance with the requirements defined in the plans, specifications, and contract documents. Disposal site must be located within 15 miles of the project site or further as long as total air quality requirements are met in any condition. Disposal site and disposal activities must be in compliance with all applicable local, state, and federal regulations.

Prior to beginning construction work the Contractor must submit a Disposal Plan to the Contracting Officer. The Disposal Plan must include location of disposal site(s), as well as copies of disposal site current and valid NEPA/CEQA documentation. The Contractor must be responsible for determining and providing certification to the Contracting Officer that the material to be disposed is free from contaminants and is suitable for disposal at a commercial facility. The Disposal Plan must be prepared and submitted at no additional cost to the Government.

1.16 HAUL ROUTE PLAN

The Contractor must only use haul roads identified in the plans, unless provided permission from the Contracting Officer to deviate. Submit a Haul Route Plan prior to beginning work. This plan must include offices, material storage areas and structures and the access routes to these areas. Haul routes from the sites to major highways must be indicated.

All required traffic signs, special limits, warning devices, lighting and other such safety devices required by EM 385-1-1, OSHA, local cities, counties, and Cal Trans (on state roads) must be shown. Provisions must be made in the plan for alternate routes when interferences block designated haul routes. The plan must be revised and resubmitted if the haul routes

SECTION 01 00 00 Page 9 being used are not as shown on the plan.

The contractor must require all visitors to abide by all construction site safety requirements. The construction contractor must notify the Corps Contracting Officer 48 hours before the commencement of any physical activities on the site. Work for sections such as Demolition, Grading, Tree Removal and other sections with excavations must be coordinated with this plan.

1.17 HAUL ROAD DAMAGE REPAIRS AND DOCUMENTATION

The Contractor must preserve and protect all public, private, and project access or right-of-way roads. At the completion of work and prior to the Contractor leaving the project, the Contractor must restore to pre-project conditions all such roads. Repairs must include replacement of base rock and/or surface treatment as required to meet pre-project conditions.

Coordination with Sutter County for public road repairs is required for this work.

Repairs must be documented with a thorough description of repair made, location, and photographs. Documentation of haul road repairs must be submitted to the Contracting Officer following repair.

1.17.1 Preconstruction Survey

Conduct a preconstruction survey in coordination with the Contracting Officer, including video and photographs of all public, private, and project access or right-of-way roads. Furnish six copies of the survey, the video, and the photographs to the Contracting Officer before the start of construction operations. Video and photographs must be digital format and include GPS coordinates for each photograph and start and end point of each video. Annotations of the road condition must be made when possible.

Video and photographs of project site, preconstruction quality surveys and a preconstruction quality survey plan submitted in accordance with Section

01 33 00 SUBMITTAL PROCEDURES.

1.17.2 Post-Construction Survey

After completion of construction of the project, the Contractor must complete a post-construction survey as directed by the Contracting Officer including video and photographs of the same area where preconstruction video and photographs were taken. Two copies of the survey, the video, and the photographs must be furnished to the Contracting Officer. Video and photographs must be digital format and include GPS coordinates for each photograph and start and end point of each video. Annotations of the road conditions must be made when possible.

Video and photographs of project site, post-construction quality surveys and a post-construction quality survey plan submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.18 BID ITEM OVERRUN

Throughout the contract, (at a minimum, every two weeks) the Contractor must be responsible to 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, SECTION 01 00 00 Page 10 the Contractor must immediately provide written notification to the Contracting Officer with revised total estimated quantities.

1.19 COLOR SCHEME FOR CONTRACTOR FACILITIES

(A) All Contractor storage and operational facilities including temporary structures, signs and fencing, that remain at the site must be compatible with the color scheme used on the project signs as directed by the Contracting Officer.

1.20 ONE YEAR MAINTENANCE CONTRACT

(A) The equipment manufacturer or his authorized representative must provide all equipment, materials and labor to maintain all portions of the equipment listed below for one year after the complete system is placed in operation, responding effectively to calls from the Using Service within 24 hours.

(B) In lieu of such a maintenance contract, provide a complete set of replacement parts and equipment that will allow any replaceable element, part or component of the system to be replaced. Further, technically qualified staff of the equipment manufacturer must be available by telephone, during all normal working hours to advise previously trained personnel on what steps should be taken to correct the problem related.

1.21 SPECIAL CONSTRUCTION PROCEDURES

1.21.1 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

(A) Nuclear methods are not acceptable for soil and soil-aggregate density tests required by this contract except as stated in DIVISION 2.

Testing for official results must be conducted as specified in DIVISION 2 of this contract. If the Contractor proposes to use meters containing radioactive materials to obtain unofficial results for his own convenience, adhere to the following requirements:

(B) In accordance with 06.E of EM 385-1-1, Safety and Health Requirements Manual, obtain a service permit to use, store, operate, or handle a radiation producing machine or radioactive materials on a Department of Defense (DoD) Installation. The service permit must be obtained from the appropriate U.S. Army Command through the Contracting Officer's Representative. The Contractor should notify the Contracting Officer during the pre-work conference if a radiation producing device will be utilized on a DoD Installation in order to determine the permit application requirements, and allow a lead time of 45 days for obtaining a permit.

(C) The Contractor is responsible for providing a copy of any Nuclear Regulatory Commission (NRC) licenses per the Code of Federal Regulations 10 CFR "Energy" for all radioactive sources brought onto the project site by the Contractor and/or subcontractors. These licenses must be provided to the Contracting Officer's Representative, before the radioactive sources is allowed on the project site.

1.22 WARRANTY OF CONSTRUCTION

(a) Performance Bond

SECTION 01 00 00 Page 11

(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.

(b) Pre-Warranty Conference. Prior to contract completion and at a time designated by the Contracting Officer or his authorized representative, meet with the Contracting Officer to develop a mutual understanding with respect to the requirements of SECTION 00 72 00, Paragraph, WARRANTY OF CONSTRUCTION, of this specification. Communication procedures for Contractor notification of warranty defects, priorities with respect to the type of defect, reasonable time required for Contractor response, and other details deemed necessary by the Contracting Officer or his authorized representative for the execution of the construction warranty must be established/reviewed at this meeting.

In connection with these requirements and at the time of the Contractor's quality control completion inspection, the Contractor will furnish the name, telephone number and address of a licensed and bonded company which is authorized to initiate and pursue warranty work action on behalf of the Contractor. This single point of contact will be located within the local service area of the warranted construction, will be continuously available, and will be responsive to Government inquiry on warranty work action and status. This requirement does not relieve the Contractor of any of his responsibilities in connection with Section 00 72 00, Paragraph, WARRANTY OF CONSTRUCTION.

1.23 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 of the Contractor.

SECTION 01 00 00 Page 12

1.24 NON CONTRACT WORK

The Contractor and/or his subcontractors must 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.

1.25 DAMAGE TO SURROUNDING PROPERTY

All project-associated activities must be performed without damaging or contaminating adjacent work areas, storm water runoff and diversions from the site. Where such work or areas are damaged or contaminated, the Contractor must restore work and areas to the original condition at no additional cost to the Government.

1.26 FINAL EXAMINATION AND ACCEPTANCE

(A) As soon as practicable after the completion of the entire work or any section thereof (if the work is divided into sections) as in the opinion of the Contracting Officer will not be subject to damage by further operations under the contract, such work will be thoroughly examined at the cost and expense of the Government as determined by the Contracting Officer.

(B) Final acceptance of the whole or a part of the work and the deductions or corrections of deductions made thereon will not be reopened after having once been made, except on evidence of collusion, fraud, or obvious error, and the acceptance of a completed section must not change the time of payment of the retained percentages of the whole or any part of the work.

1.27 AFTER AWARD DOCUMENTS (Contractor Prepared)

a. After AWARD the Government will provide, without charge one copy of the CAD drawings and submittal register data file.

b. Reproduce five hard copy sets of drawings and specifications that must be sent directly to the Resident Engineer's Office. One of the hard copy drawings must be ANSI D (22" x 34"), and the remaining four should be ANSI B (11" x 17"). The specifications must be standard 8-1/2" x 11", 3-hole punched. Provide these documents within 5 work days of the receipt of the NTP from the Government.

c. See the following clause in Section 00 73 00 for additional information:

DFARS 252.236-7001 CONTRACT DRAWINGS AND SPECIFICATIONS.

1.28 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, see

SECTION 01 00 00 Page 13

Section 00 72 00. 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.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 00 00 Page 14

CONTRACTOR EQUIPMENT DATA SHEET

(Data to be furnished by Contractor for all equipment to be used on modifications as required under the Special Provisions of the Contract.)

DATE

CONTRACTOR CONTRACT NUMBER

1. EQUIPMENT DESCRIPTION

2. MODEL AND SERIES

3. YEAR PURCHASED

4. PURCHASE PRICE AT YEAR PURCHASED

5. LIST PRICE, YEAR OF MANUFACTURE

6. YEAR MANUFACTURED

7. EQUIPMENT HORSEPOWER

8. CARRIER HORSEPOWER

9. FUEL TYPE

10. SHIPPING WEIGHT

11. TIRE SIZE: FRONT - ______________________ DRIVE - _______________________ TRAILING - _______________________

REMARKS:

CESPK FORM 450 1 SEP 92 (Edition of Apr 84 will be used) FormFlow 2.2, ver 1

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

1.1.2 Location

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND FACILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 11 00 Page 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes removal of the existing Pumping Plant 4 building and trashrack, and reconfiguring the pump station intake and installing a new trash rack. The pump station pad will be raised and have new pumps installed, but will not include a new building. A driveway to the new trash rack will also be constructed. A new Electrical Building located west of the existing Pumping Plant 4 will be constructed housing all of the new electrical controls. A transformer and concrete pad will also be located adjacent to the Electrical Building, with power provided from the adjacent PG&E lines. Six-foot high chain-link fencing will enclose the Pumping Plant area, with gates installed as shown on the plans. Access ramps and landside toe roads will be reconfigured to accommodate the new pumping plant layout.

The project also includes replacement of Pumping Plant 4 with outlet pipes to be relocated through the levee at an elevation above the 200-year water surface elevation. Modification of these pipe works will require degrade of the levee to an elevation just above the existing cutoff wall. The existing 48" pipes will be removed and replaced with new pipes, or the Contractor may use the existing low head reinforced concrete pipes purchased and stockpiled by SAFCA in 2009 if they meet specification requirements. RD1000 has 80 LF of 24-inch pipe, 104 LF of 30-inch pipe, one 30 inch 45 degree bend, and 24 LF of 36-inch pipe, and are stockpiled in locations as shown ont the plans. The low head reinforced concrete pipes were manufactured by Hanson Pipe and Products, Inc. The Contractor must supply new gaskets and incidentals necessary for the complete installation of the RD1000 pipes. Additional materials including pipes and valves are located on site and in the RD-1000 facility yard. If the existing pipes on site are not used for construction, the Contractor must deliver them to the RD1000 Maintenance Yard.

The work also includes removal of pipes crossing through the levee at the abandoned Bennett and Northern Pumping Stations, in addition to removing the concrete structures on both the waterside and landside. The voids left by the removal of these facilities on the landside must be filled and compacted as shown on the plans. The waterside structures must be removed to the elevations shown on the plans, and stone protection placed as shown. The levee must be raised and enlarged to match the existing elevation of the raised and enlarged levee on either side of these pumping stations. The ramps and crown roads must be installed as shown on the plans, with an aggregate base surface.

A portion of the Vestal Drain between Pumping Plant 4 and where it crosses underneath the Sankey Canal must be relocated to the south side of Sankey Canal. The drain must cross under the irrigation ditch near Bennett, and connect into the existing concrete drainage ditch at Pumping Plant 4. The existing Vestal Drain must be filled-in and graded as shown on the contract

SECTION 01 11 00 Page 2 plans.

1.1.2 Location

The project location will be as shown on the plans and as directed by the Contracting Officer.

1.2 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work must be in a condition equal to or better than that which existed before new work started.

1.3 LOCATION OF UNDERGROUND FACILITIES

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground where existing underground utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be salvaged or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notify the Contracting Officer at least 48 hours prior to starting excavation work. Contact Underground Service Alert at 800-642-2444 48 hours prior to beginning of excavation. Contractor is responsible for marking and preserving all utilities not marked by Underground Service Alert.

PART 2 PRODUCTS

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PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00 Page 3

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 SINGLE JOB PAYMENT ITEMS

1.1.1 Mobilization and Demobilization

1.1.1.1 Payment

1.1.1.2 Unit of Measure

1.1.2 Traffic Controls

1.1.2.1 Payment

1.1.2.2 Unit of Measure

1.1.3 Laydown Area Development & Restoration

1.1.3.1 Payment

1.1.3.2 Unit of Measure

1.1.4 Borrow Site Development & Restoration

1.1.4.1 Payment

1.1.4.2 Unit of Measure

1.1.5 SWPPP

1.1.5.1 Payment

1.1.5.2 Unit of Measure

1.1.6 Cultural Monitoring

1.1.6.1 Payment

1.1.6.2 Unit of Measure

1.1.7 Demolition of Pump Station 4 Steel Wall and Roof Members

1.1.7.1 Payment

1.1.7.2 Unit of Measure

1.1.8 Demolition of Pump Station 4 Metal Floor Grating

1.1.8.1 Payment

1.1.8.2 Unit of Measure

1.1.9 Demolition of Pump Station 4 Steel Floor Beams

1.1.9.1 Payment

1.1.9.2 Unit of Measure

1.1.10 Remove and Salvage Existing Trashrake and Trashrack

1.1.10.1 Payment

1.1.10.2 Unit of Measure

1.1.11 Trashrake and Trashrake

1.1.11.1 Payment

1.1.11.2 Unit of Measure

1.1.12 Plant 4 Dewatering

1.1.12.1 Payment

1.1.12.2 Unit of Measure

1.1.13 Cathodic Protection

1.1.13.1 Payment

1.1.13.2 Unit of Measure

1.1.14 Transformer (2400V)

1.1.14.1 Payment

1.1.14.2 Unit of Measure

1.1.15 RD1000 Electrical

SECTION 01 22 00 Page 1

1.1.15.1 Payment

1.1.15.2 Unit of Measure

1.1.16 Silt Fencing

1.1.16.1 Payment

1.1.16.2 Unit of Measure

1.1.17 Erosion Control Seeding

1.1.17.1 Payment

1.1.17.2 Unit of Measure

1.1.18 Electrical Building Miscellaneous Build Out Items

1.1.18.1 Payment

1.1.18.2 Unit of Measure

1.2 UNIT PRICE PAYMENT ITEMS

1.2.1 Topsoil Stripping

1.2.1.1 Payment

1.2.1.2 Measurement

1.2.1.3 Unit of Measure

1.2.2 Earthwork - Excavation

1.2.2.1 Payment

1.2.2.2 Measurement

1.2.2.3 Unit of Measure

1.2.3 Earthwork - Fill

1.2.3.1 Payment

1.2.3.2 Measurement

1.2.3.3 Unit of Measure

1.2.4 Earthwork - Fill Raise

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Aggregate Surface Course

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Demolition of 18" Pipe

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Demolition of 24" Pipe

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Abandon 24" Pipe (Pressure Grout)

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Expose and Test 12" Pipe

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Expose and Test 24" Pipe

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Expose and Test 28" Pipe

1.2.11.1 Payment

1.2.11.2 Measurement

1.2.11.3 Unit of Measure

1.2.12 Expose and Test 30" Pipe

1.2.12.1 Payment

1.2.12.2 Measurement

SECTION 01 22 00 Page 2

1.2.12.3 Unit of Measure

1.2.13 Expose and Test 36" Pipe

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Expose and Test 42" Pipe

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Expose and Test 48" Pipe

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Remove and Dispose 12" Pipe

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Remove and Dispose 24" Pipe

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Remove and Dispose 28" Pipe

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Remove and Dispose 30" Pipe

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Remove and Dispose 36" Pipe

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Remove and Dispose 42" Pipe

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Remove and Dispose 48" Pipe

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Demolition of Reinforced Concrete Boxes & Walls

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Demolition of Concrete Liner

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 Demolition of Grouted Rock Riprap

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 Demolition of Concrete Inlets

1.2.26.1 Payment

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 Stone Protection

1.2.27.1 Payment

SECTION 01 22 00 Page 3

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 Caltrans Stone Protection #1

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Caltrans Stone Protection "Light Class"

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Caltrans Stone Protection No. 8 Fabric

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Caltrans Stone Protection "Light Class"

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.31.3 Unit of Measure

1.2.32 Soil-filled Stone Protection

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 Turbidity Curtain

1.2.33.1 Payment

1.2.33.2 Measurement

1.2.33.3 Unit of Measure

1.2.34 Abandon Monitoring/Stilling Well

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of Measure

1.2.35 Adjust Monitoring/Stilling Well

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

1.2.36 Install Monitoring/Stilling Well

1.2.36.1 Payment

1.2.36.2 Measurement

1.2.36.3 Unit of Measure

1.2.37 24" Pipe

1.2.37.1 Payment

1.2.37.2 Measurement

1.2.37.3 Unit of Measure

1.2.38 24" Watertight Horizontal Bends/Couplings

1.2.38.1 Payment

1.2.38.2 Measurement

1.2.38.3 Unit of Measure

1.2.39 24" Flared End Section

1.2.39.1 Payment

1.2.39.2 Measurement

1.2.39.3 Unit of Measure

1.2.40 42" Pipe

1.2.40.1 Payment

1.2.40.2 Measurement

1.2.40.3 Unit of Measure

1.2.41 48" Pipe

1.2.41.1 Payment

1.2.41.2 Measurement

1.2.41.3 Unit of Measure

1.2.42 5' x 3' Box Culvert

SECTION 01 22 00 Page 4

1.2.42.1 Payment

1.2.42.2 Measurement

1.2.42.3 Unit of Measure

1.2.43 Relocate Flow Meters

1.2.43.1 Payment

1.2.43.2 Measurement

1.2.43.3 Unit of Measure

1.2.44 2" Underground Conduit

1.2.44.1 Payment

1.2.44.2 Measurement

1.2.44.3 Unit of Measure

1.2.45 Underground Cable

1.2.45.1 Payment

1.2.45.2 Measurement

1.2.45.3 Unit of Measure

1.2.46 Field Irrigation Turnout Structures

1.2.46.1 Payment

1.2.46.2 Measurement

1.2.46.3 Unit of Measure

1.2.47 Precast Riser Flashboard Structures

1.2.47.1 Payment

1.2.47.2 Measurement

1.2.47.3 Unit of Measure

1.2.48 Turnout Inlet with Canal Gate

1.2.48.1 Payment

1.2.48.2 Measurement

1.2.48.3 Unit of Measure

1.2.49 Steel Frame Wood-Planed Walkway

1.2.49.1 Payment

1.2.49.2 Measurement

1.2.49.3 Unit of Measure

1.2.50 6' X 6' Box Culvert

1.2.50.1 Payment

1.2.50.2 Measurement

1.2.50.3 Unit of Measure

1.2.51 8' X 8' Box Culvert

1.2.51.1 Payment

1.2.51.2 Measurement

1.2.51.3 Unit of Measure

1.2.52 Concrete (Culvert Head Walls, Cutoff Walls, End Walls, Wing

Walls, and Footings)

1.2.52.1 Payment

1.2.52.2 Measurement

1.2.52.3 Unit of Measure

1.2.53 Concrete Liner Between Wing Walls

1.2.53.1 Payment

1.2.53.2 Measurement

1.2.53.3 Unit of Measure

1.2.54 Cable Railing

1.2.54.1 Payment

1.2.54.2 Measurement

1.2.54.3 Unit of Measure

1.2.55 Reinforced Conctete Slab (8" Thick)

1.2.55.1 Payment

1.2.55.2 Measurement

1.2.55.3 Unit of Measure

1.2.56 3'x 3' Drop Inlet

1.2.56.1 Payment

1.2.56.2 Measurement

SECTION 01 22 00 Page 5

1.2.56.3 Unit of Measure

1.2.57 Remove and Salvage Existing Pumping Plant 4 Pumps and Outfall

1.2.57.1 Payment

1.2.57.2 Measurement

1.2.57.3 Unit of Measure

1.2.58 Remove Three 48-inch Discharge Pipes and Outfall

1.2.58.1 Payment

1.2.58.2 Measurement

1.2.58.3 Unit of Measure

1.2.59 Demolition of Pumping Plant 4 Concrete

1.2.59.1 Payment

1.2.59.2 Measurement

1.2.59.3 Unit of Measure

1.2.60 Reinforced Concrete Pumping Plant 4 Pad

1.2.60.1 Payment

1.2.60.2 Measurement

1.2.60.3 Unit of Measure

1.2.61 Pumping Plant 4 Reinforced Concrete

1.2.61.1 Payment

1.2.61.2 Measurement

1.2.61.3 Unit of Measure

1.2.62 Pumping Plant 4 3' High Concrete Retaining Wall

1.2.62.1 Payment

1.2.62.2 Measurement

1.2.62.3 Unit of Measure

1.2.63 Reinforced Concrete Transformer Pad

1.2.63.1 Payment

1.2.63.2 Measurement

1.2.63.3 Unit of Measure

1.2.64 North Main Drain Concrete Liner

1.2.64.1 Payment

1.2.64.2 Measurement

1.2.64.3 Unit of Measure

1.2.65 Steel Floor W-Beams

1.2.65.1 Payment

1.2.65.2 Measurement

1.2.65.3 Unit of Measure

1.2.66 Steel Bar Grating

1.2.66.1 Payment

1.2.66.2 Measurement

1.2.66.3 Unit of Measure

1.2.67 Reinforced Concrete Outfall Structure

1.2.67.1 Payment

1.2.67.2 Measurement

1.2.67.3 Unit of Measure

1.2.68 Outfall Structure Cable Railing

1.2.68.1 Payment

1.2.68.2 Measurement

1.2.68.3 Unit of Measure

1.2.69 Reinforced Concrete Valve Vault

1.2.69.1 Payment

1.2.69.2 Measurement

1.2.69.3 Unit of Measure

1.2.70 Valve Vault Grating Frame

1.2.70.1 Payment

1.2.70.2 Measurement

1.2.70.3 Unit of Measure

1.2.71 Valve Vault Support Beams

1.2.71.1 Payment

SECTION 01 22 00 Page 6

1.2.71.2 Measurement

1.2.71.3 Unit of Measure

1.2.72 Valve Vault Hatch Supports

1.2.72.1 Payment

1.2.72.2 Measurement

1.2.72.3 Unit of Measure

1.2.73 3' x 3' Valve Vault Steel Channel Frame Door

1.2.73.1 Payment

1.2.73.2 Measurement

1.2.73.3 Unit of Measure

1.2.74 Valve Vault Steel Grating Panel

1.2.74.1 Payment

1.2.74.2 Measurement

1.2.74.3 Unit of Measure

1.2.75 Valve Vault Steel Plate

1.2.75.1 Payment

1.2.75.2 Measurement

1.2.75.3 Unit of Measure

1.2.76 Valve Vault Miscellaneous…