A1.10-SOW_Specifications_Florin_Creek_RFP_1916-23Mar15.pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSALS (RFP)

SOUTH SACRAMENTO COUNTY STREAMS PROJECT

FLOOD DAMAGE REDUCTION GROUP

FLORIN CREEK FROM FRANKLIN BLVD. TO HIGHWAY 99

(CONTRACT 2D1)

SACRAMENTO COUNTY, CALIFORNIA

RFP NO. W91238-14-R-0034

SPECIFICATION NO. 1916

DESIGN FILE NO. SA-04-0165

South Sacramento Streams Project 1916 Florin Creek from Franklin Blvd to Highway 99 (Contract 2D1)

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 00 00 GENERAL REQUIREMENTS

01 11 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

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 00.10 QUALITY CONTROL SYSTEM (QCS)

01 45 00 QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS

01 57 20 ENVIRONMENTAL PROTECTION

01 57 23 TEMPORARY STORM WATER POLLUTION CONTROL

01 71 10 MOBILIZATION AND DEMOBILIZATION

01 76 26 PROTECTION OF EXISTING UTILITIES

01 78 00 CLOSEOUT SUBMITTALS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

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

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 09 - FINISHES

09 90 00 PAINTS AND COATINGS

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 11 00 CLEARING AND GRUBBING

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR FLEXIBLE PAVEMENT

32 12 10 BITUMINOUS TACK COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 31 13 CHAIN LINK FENCES, GATES, AND CABLE RAILING

PROJECT TABLE OF CONTENTS Page 1

32 92 19 SEEDING

DIVISION 33 - UTILITIES

33 40 00 STORM DRAINAGE UTILITIES

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

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 Construction Equipment

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 Job Hazard Analysis

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 PLANNED STREET CLOSURES

1.12 EXCAVATION PERMITS

1.13 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.14 EQUIPMENT DATA FORM

1.15 GOVERNMENT RETAINED ARCHITECT-ENGINEER (A/E)

1.16 COMMERCIAL DISPOSAL SITE

1.17 HAUL ROUTE PLAN

1.18 HAUL ROAD DAMAGE REPAIRS AND DOCUMENTATION

1.18.1 Pre-Construction Survey

1.18.2 Post-Construction Survey

1.19 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

1.20 BID ITEM OVERRUN

1.21 COLOR SCHEME FOR CONTRACTOR FACILITIES

1.22 ONE YEAR MAINTENANCE CONTRACT

1.23 SPECIAL CONSTRUCTION PROCEDURES

1.24 SOIL DENSITY TEST (USING METERS CONTAINING RADIOACTIVE MATERIALS)

1.25 WARRANTY OF CONSTRUCTION

1.26 PAYMENT

1.27 NON CONTRACT WORK

1.28 DAMAGE TO SURROUNDING PROPERTY

1.29 FINAL EXAMINATION AND ACCEPTANCE

1.30 AFTER AWARD DOCUMENTS (Contractor Prepared)

01 00 00 - 1

1.31 ENVIRONMENTAL LITIGATION

PART 2 PRODUCTS

PART 3 EXECUTION

ATTACHMENTS:

CESPK FORM 450

-- End of Section Table of Contents --

01 00 00 - 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 (2014; AMD 1 2013; Errata 1 2013; AMD 2 2013; Errata 2 2013) National Electrical Code

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011; Change 7 2012) 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

01 00 00 - 3

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

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

Pre-Construction 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.

01 00 00 - 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, promptly furnish and 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 Construction Equipment

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.

01 00 00 - 5

1.8 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, 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 Job Hazard Analysis

Based on the construction schedule, submit a job hazard analysis of each major phase of work prior to entering that phase of activity. The analysis must include major or high risk hazards, as well as commonly recurring deficiencies that might possibly be encountered for that operation, and must identify proposed methods and techniques of accomplishing each phase in a safe manner. The Prime Contractor's superintendent must take active participation in the Job Hazard Analysis, including the subcontractors' work. Prior to start of actual work a meeting must be held with Prime Contractor, Government, and affected subcontractor to review the Job Hazard Analysis. In addition, job site meetings must be held to indoctrinate foreman and workers on details of this analysis.

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

01 00 00 - 6 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 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 a Traffic Control Plan prior to construction. Coordinate all use of public roads, road closures and mitigation with the Contracting Officer, City of Sacramento, County of Sacramento and other responsible agencies. This plan would include the following measures:

- Post construction zones along residential 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.

- Before and during construction, post electronic signs for rerouted

01 00 00 - 7 routes for motorists and bicyclist.

- The Contractors must employee a total of three street crossing guards.

Each school day, the guards will help pedestrian cross the haul route for two hours in the morning prior to the beginning of school and for two hours in the afternoon following the end of school day. Consult local schools for the beginning and end of the school day.

- 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.

- If there are trucks or equipment needing time to maneuver in residential areas 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, parking would be close enough to walk to the site.

- Repair any roads damaged by construction.

- Do not permit construction traffic to pass through the school zone on Brookfield Drive and Tangerine Ave.

- Only during reconstruction of the bike path will the bike path detour be allowed to be in place. At all other times the bike path must remain open.

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

Additional information can be found in the March 1998 Final EIS/EIR South Sacramento County Streams Investigation, the December 2004 Final EA, Final EIR February 2005, and the pending supplemental CEQA environmental document. Submit a Preconstruction Access Road Survey and a Traffic Control Plan in accordance with Section 01 33 00 SUBMITTAL PROCEDURES.

1.11 PLANNED STREET CLOSURES

Approval in writing must be obtained from the Contracting Officer before the Contractor can close any street, driveway, sidewalk or parking lot access. The request for any closure must be submitted in writing to the local jurisdiction as required and submit copies to the Contracting Officer 14 working days prior to the planned closure and must include the section to be closed and the length of time of closure.

01 00 00 - 8

All street closures must be of as short a duration as possible and must be scheduled as far in advance as possible with the Contracting Officer, in no case less than 14 days before the closure. Obtain from the Contracting Officer in writing a statement or schedule giving the permissible times of outages or closures for particular installations and the maximum time allowed for each. Strictly observe such schedules and the contractor will be held responsible for any violations. Before any closure is scheduled, the Contractor will: 1) Have all approved materials necessary for the closure on hand, 2) Have completed, tested and been inspected by the Construction Quality Control Representative all required preliminary work,

3) Have all permits and personnel qualifications on hand, 4) Have held a joint inspection with a representative of the Contracting Officer and the Construction Quality Control Respresentative.

1.12 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.

1.13 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

STATE

CALIFORNIA

INSTALLATION/NOAA STATION

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 Government executing the Notice to Proceed (NTP) and continuing

01 00 00 - 9 throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day. Refer to ER 415-1-15.

1.14 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.

1.15 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.

1.16 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 t a Disposal Plan must be submitted 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. Responsiblility 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 is the Contractor's. The Disposal Plan must be prepared and submitted at no additional cost to the Government.

1.17 HAUL ROUTE PLAN

Only use haul roads identified in the plans and as indicated by the pending supplemental CEQA environmental document, 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 and Cal Trans (on state roads) must be shown. Provisions must be made in the plan for alternate routes

01 00 00 - 10 when interferences block designated haul routes. The plan must be revised and resubmitted if the haul routes being used are not as shown on the plan.

All visitors must 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.

1.18 HAUL ROAD DAMAGE REPAIRS AND DOCUMENTATION

It is the Contractor's responsibility to 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, he 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. Surfacing of the levee crown road must be in accordance with

SECTION 32 11 24, GRADED CRUSHED AGGREGATE BASE COURSE FOR PAVEMENT.

Coordination with the City and or County of Sacramento is required for this repair 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.

1.18.1 Pre-Construction Survey

Conduct a pre-construction survey in coordination with the City and County 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.

Verbal annotations of the road contidion 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.

1.18.2 Post-Construction Survey

After completion of construction of the project, a post-construction survey, in coordination with the City and County including video and photographs of the same area where pre-construction video and photographs were taken, must be completed. 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. Verbal 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.

1.19 CONTRACTOR SAFETY PERSONNEL REQUIREMENTS (1985 JAN HQ USACE)

(A) Full-time, on-site, safety coverage by contractors must be required for the life of the contract.

01 00 00 - 11

(B) The following conditions must be met:

(1) At least one safety and health person must be employed, to cover all hours of work at the project site(s), to manage the Contractor's safety program; duties which are not germane to the safety program must not be assigned to this person(s). The principal safety and health person must report to and work directly for the Contractor's top on-site manager, corporate safety office, or other high-level official of equivalent position. The safety and health person(s) must have the authority to take immediate steps to correct unsafe or unhealthful conditions. The employment of a safety and health person(s) must not abrogate the safety and health responsibilities of other personnel.

(2) Qualifications for Safety and Health Person(s).

(a) Safety and Health Person(s) must have a degree in engineering or safety in at least a four year program from an accredited school and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(b) Safety and Health Person(s) must have legal registration as a Professional Engineer or a Certified Safety Professional and must have been engaged in safety and occupational health for at least one (1) year of experience (no time being credited to this one (1) year unless at least fifty (50) percent of the time was devoted to safety and occupational health) and must have at least one (1) year experience in construction, or--

(c) Safety and Health Person(s) must have a degree other than that specified in paragraph, Qualifications for Safety and Health Person(s) above, and must have been engaged in safety and occupational health for at least three (3) years of experience (no time being credited to these three (3) years unless at least fifty

(50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction, or--

(d) In lieu of a degree, Safety and Health person(s) must have been engaged in safety and occupational health for at least five

(5) years of experience (no time being credited to these five (5) years unless at least fifty (50) percent of the time each year was devoted to safety and occupational health) and must have at least two (2) years experience in construction.

(e) First aid work is not a creditable experience.

(3) The name and qualifications of the nominated safety and health person(s) must be furnished to the Contracting Officer for acceptability and a functional description of duties must be provided prior to the pre-work conference.

NOTE: One or more Safety and Health Persons, each of whom meets the qualifications of (B)(2) Qualifications for Safety and Health Person(s), must be physically present on the actual site of the work

01 00 00 - 12 whenever work of any sort is being performed by a Contractor, subcontractor, or supplier personnel on the work site. The foregoing clause language must not be interpreted to contravene this note.

1.20 BID ITEM OVERRUN

Throughout the contract, (at a minimum, every two weeks) it is the responsibility of the Contractor 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, written notification must be provided to the Contracting Officer with revised total estimated quantities.

1.21 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.

1.22 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 factory working hours to advise previously trained, Using Service personnel on what steps should be taken to correct the problem related.

1.23 SPECIAL CONSTRUCTION PROCEDURES

1.24 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.

01 00 00 - 13

(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 DoD installation 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 DoD installation.

1.25 WARRANTY OF CONSTRUCTION

(a) Performance Bond

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

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

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

(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, 01 00 00 - 14 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.

1.26 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.

1.27 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.

1.28 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, work and areas must be restored to the original condition at no additional cost to the Government.

1.29 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.

1.30 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. The hard copy drawings must be ANSI D (22" x 34"), and the specifications must be standard 8-1/2" x 11", 3-hole punched. Provide these documents within 5 work days of the government execution 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.

1.31 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

01 00 00 - 15 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 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

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PART 3 EXECUTION

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01 00 00 - 16

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

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location and Description

1.2 EXISTING WORK

1.3 LOCATION OF UNDERGROUND UTILITIES

PART 2 PRODUCTS

PART 3 EXECUTION

01 11 00 - 1

SECTION 01 11 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Location and Description

The work will be located beginning west of Franklin Blvd (station 13+33)and extending to La Mancha Way/SR 99 (station 71+22) on Florin Creek.

The exact location of the work will be as shown on the project drawings, and includes the following major items of work:

Demolition and removal of exsisting concrete low flow channel between stations 13+84 and 59+90

Removal of 205 stumps, four feet tall. The trees have been removed by separate contract.

Excavation of the Florin Creek Channel to the lines and grades shown on the plans and installation of a reinforced concrete low flow channel between stations 13+84 and 71+22

Full channel lining under the Franklin Blvd and Brookfield Drive bridges

Reinforced concrete slope paving a minimum of 25 feet upstream and downstream of the structures at Franklin Blvd, Brookfield Drive, Center Parkway, and Persimmon Avenue

Construction of reinforced concrete and steel sheetpile retaining walls (locations for each type is shown on the drawings)between stations 60+45 and 71+22

Demolition and raising the upstream and downstream parapet walls of the Persimmon Avenue Box Culvert to elevation shown on the plans

Placement of fill material to raise the south channel bank to elevation as shown on the plans between stations 60+45 and 71+22

Reconstruction of an existing bike path on the north bank between stations 60+46 and 69+54

Modification of existing storm drain outfall pipes, ranging in size from 4" to 54" and installation of outfall structures and flapgates, at locations shown on the drawings.

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.

01 11 00 - 2

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 UTILITIES

The Contractor is responsible for locating all utilities within the limits of the work and determining the actual dimensions, sizes, materials, location and elevation of the utilities. Forty-eight (48) hours prior to the beginning of any excavation notification of Underground Service Alert (USA) at (800) 642-2444 is required. Digging permits must be obtained from the City of Sacramento and the County of Sacramento prior to start of excavation within the public right-of-way. Notify the Contracting Officer at least 48 hours prior to starting excavation work.

PART 2 PRODUCTS

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PART 3 EXECUTION

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01 11 00 - 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

1.2 SUBMITTALS

1.3 RELATED REQUIREMENTS

1.4 SPECIAL SCHEDULING REQUIREMENTS

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Subcontractors and Personnel Contacts

1.5.2 Regular Working Hours

1.5.3 Work Outside Regular Hours

1.5.4 Occupied Buildings

PART 2 PRODUCTS

PART 3 EXECUTION

01 14 00 - 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 REFERENCES

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

U.S. ARMY CORPS OF ENGINEERS (USACE)

EM 385-1-1 (2008; Errata 1-2010; Changes 1-3 2010;

Changes 4-6 2011) Safety and Health Requirements Manual

1.2 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. The following must be submitted in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

List of Contact Personnel; G

1.3 RELATED REQUIREMENTS

The work under this contract requires special attention to the scheduling and conduct of the work in connection the construction of Florin Creek Multi-Use Basin. It is anticipated that both the Florin Creek Multi-Use Basin and the South Sacramento Steams Florin Creek improvements will be under simultaneous construction. Coordination with the Contracting Officer and project coordinators for the Florin Creek Multi-Use Basin project is required for all construction schedule submittals for approval. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.4 SPECIAL SCHEDULING REQUIREMENTS

To facilitate the construction of the north bank of Florin Creek adjacent to Florin Creek Park and the weir improvements by the Florin Creek Multi-Use Basin contractor, work must begin in the segment of Florin Creek adjacent to the Park no later than 1 May 2015. The limits of this first area of work is between Station 54+00 and the Persimmon Avenue box culvert. All work within this first area of work must be completed by 31 July 2015.

01 14 00 - 2

1.5 CONTRACTOR ACCESS AND USE OF PREMISES

1.5.1 Subcontractors and Personnel Contacts

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

1.5.2 Regular Working Hours

Construction activities must be limited to between 7:00 a.m. and 6:00 p.m.

Monday through Saturday and 9:00 a.m. and 6:00 p.m. on Sundays. This will be in accordance with the Sacramento Municipal Code for Noise Ordinance exemptions for construction (Sacramento Municipal Code Section 6.68.080 details construction exemptions). Truck deliveries will not be allowed between 6:00 a.m. and 10:00 a.m. and between 3:00 p.m. and 7:00 p.m., Monday through Friday, unless a permit has first been secured from the Contracting Officer.

1.5.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval and subsequent application for and approval of permit granted by the City of Sacramento. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, a night work plan meeting all requirements of the EM 385-1-1 must be submitted and approved prior to any work being performed during dark hours

1.5.4 Occupied Buildings

The The Project involves working around existing buildings which are occupied. Do not enter the buildings without prior approval of the Contracting Officer.

Access to all existing residences and businesses must be accommodated at all times throughout the construction period, unless written authorization is approved in advance from the Contracting Officer. At all times, property owners, residents, customers and emergency vehicles must be allowed access to private residential and commercial properties within the limits of the project.

ADA access must be provided at all times to businesses and residences that require it.

PART 2 PRODUCTS

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PART 3 EXECUTION

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01 14 00 - 3

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

04/06

PART 1 GENERAL

1.1 SUBMITTALS

1.2 JOB PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Storm Water Pollution Prevention Plan (SWPPP) Design, Development and Implementation

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Dewatering and Control of Surface Water

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Clearing and Grubbing

1.2.4.1 Payment

1.2.4.2 Unit of Measure

1.2.5 Traffic Control

1.2.5.1 Payment

1.2.5.2 Unit of Measure

1.2.6 Abandon Existing Sewer Line (Station 40+60)

1.2.6.1 Payment

1.2.6.2 Unit of Measure

1.2.7 Modify Existing Drop Structure (Station 13+50)

1.2.7.1 Payment

1.2.7.2 Unit of Measure

1.2.8 Modify Existing Sump Outfall (Station 42+32)

1.2.8.1 Payment

1.2.8.2 Unit of Measure

1.2.9 Slope Paving (Franklin Blvd Bridge)

1.2.9.1 Payment

1.2.9.2 Unit of Measure

1.2.10 Slope Paving (Brookfield Dr Bridge)

1.2.10.1 Payment

1.2.10.2 Unit of Measure

1.2.11 Slope Paving (Center Parkway Culvert)

1.2.11.1 Payment

1.2.11.2 Unit of Measure

1.2.12 Slope Paving (Persimmon Ave Culvert)

1.2.12.1 Payment

1.2.12.2 Unit of Measure

1.2.13 Modify Existing Access Ramp (Persimmon Ave)

1.2.13.1 Payment

1.2.13.2 Unit of Measure

1.2.14 Construct 18" RCP Well Discharge, with Manhole and Outfall

Structure

01 22 00 - 1

1.2.14.1 Payment

1.2.14.2 Unit of Measure

1.2.15 Construct 12" Storm Drain with Manhole

1.2.15.1 Payment

1.2.15.2 Unit of…