A02.1(b)__Attach_2__1839_SPECIFICATION(082113).pdf

DISTRIBUTION STATEMENT A

Approved for public release; distribution is unlimited

REQUEST FOR PROPOSAL (RFP)

NAPA RIVER DRY BYPASS

NAPA RIVER/NAPA CREEK

FLOOD PROTECTION PROJECT

NAPA COUNTY, CALIFORNIA

RFP NO. W91238-13-R-XXXX

SPECIFICATION NO. 1839

DESIGN FILE NO. NA-04 0052

NAPA RIVER DRY BYPASS, FLOOD PROTECTION PROJECT 1839

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 14 00 WORK RESTRICTIONS

01 22 00 MEASUREMENT AND PAYMENT

01 32 00 PROJECT SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 35 29.13 HEALTH, SAFETY, AND EMERGENCY RESPONSE PROCEDURES FOR

CONTAMINATED SITES

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 78 00 CLOSEOUT SUBMITTALS

01 78 23 OPERATION AND MAINTENANCE DATA

01 86 26.07 RELIABILITY CENTERED ACCEPTANCE FOR ELECTRICAL SYSTEMS

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL

02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS

DIVISION 03 - CONCRETE

03 11 13 STRUCTURAL CAST-IN-PLACE CONCRETE FORMING

03 20 00 CONCRETE REINFORCING

03 30 00 CAST-IN-PLACE CONCRETE

03 40 00 PLANT-PRECAST CONCRETE PRODUCTS FOR BELOW GRADE

CONSTRUCTION

03 41 16 PRECAST CONCRETE SLABS

DIVISION 05 - METALS

05 50 13 MISCELLANEOUS METAL FABRICATIONS

05 52 00 METAL RAILINGS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 20 00 FINISH CARPENTRY

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 92 00 JOINT SEALANTS

DIVISION 26 - ELECTRICAL

26 00 00 BASIC ELECTRICAL MATERIALS AND METHODS

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL

26 56 23 AREA LIGHTING

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

PROJECT TABLE OF CONTENTS Page 1

31 09 13 GEOTECHNICAL INSTRUMENTATION AND MONITORING

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

31 32 39 BIOENGINEERING PRACTICES FOR STREAM BANK AND SHORELINE

STABILIZATION

31 41 16 METAL SHEET PILING

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 11 24 GRADED CRUSHED AGGREGATE BASE COURSE FOR PERVIOUS AND

FLEXIBLE PAVEMENT

32 12 17 HOT MIX BITUMINOUS PAVEMENT

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES

32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS

32 17 23 PAVEMENT MARKINGS

32 84 24 IRRIGATION SPRINKLER SYSTEMS

32 91 00 PLANTING PREPARATION

32 92 19 SEEDING

32 93 00 PLANTING

DIVISION 33 - UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 40 00 STORM DRAINAGE UTILITIES

33 70 02 ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

DIVISION 35 - WATERWAY AND MARINE CONSTRUCTION

35 20 16.59 HYDRAULIC CLOSURE GATES

35 31 19 STONE, CHANNEL, SHORELINE/COASTAL PROTECTION FOR

STRUCTURES

35 42 00 BIOENGINEERED BANK PROTECTION - ROOTWADS

35 42 34 REINFORCED SOIL SLOPE

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 2

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

1.2.1.1 Subcontractors and Personnel Contacts

1.2.1.2 Identification Badges and Installation Access

1.2.1.3 Employee List

1.2.2 Working Hours

1.2.3 Work Outside Regular Hours

1.2.4 Exclusionary Period

1.2.5 Utility Cutovers and Interruptions

1.3 Citizenship Requirements

1.4 RELATED REQUIREMENTS

1.4.1 Utilities

1.4.2 Contractor Access to Private Property Parcels

1.4.3 Contractor Access and Use of City of Napa and County of Napa

Parcels

1.4.4 Contractor Access and Use of City Streets

1.4.5 Activity Regulations

1.4.6 Subcontractors and Personnel Contacts

1.4.7 Utility Cutovers and Interruptions

1.5 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

1.6 PARTNERING

PART 2 PRODUCTS

PART 3 EXECUTION

-- End of Section Table of Contents --

SECTION 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The Stormwater Pollution Prevention Plan (SWPPP) shall be ready for operation as approved by Contracting Officer and required review agencies before work is commenced, however the Contractor shall wait for the California Water Board to issue a Waste Discharge Identification (WDID) number before work may begin. The process to obtain a WDID number may take up to 28 days.

Also as part of the SWPPP approval process, the Contractor is required to submit a Dewatering Plan. After USACE approval, the Dewatering Plan must be submitted to the resource agencies for review. The Contractor will need to allow for a 60 day review.

b. All utilities will remain in operation during the entire construction period unless approved by the Contracting Officer and Utility. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity. These utilities include: water, power, gas, electrical, cable television, sewer, ect.

c. Permission to interrupt any active roads, railroads, and/or utility service shall be requested in writing a minimum of 15 working days prior to the desired date of interruption.

d. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

The following conditions apply:

(1) No work can occur on the banks or bed of Napa Creek or Napa River channels except between June 1 and October 15.

(2) Tidal changes in the Napa River.

(3) No pile driving shall occur other than between the regular work hours as noted below or on the weekend without written approval from the City of Napa and the Contracting Officer.

(4) No impact driving will be allowed in the Napa River and Napa Creek.

(5) Water line installation and service line work on McKinstry Street;

work per request of the City of Napa shall be 9:00 PM to 5:00 AM.

Water service shall be maintained to business and residences during 5:00AM to 9:00PM.

(6) Contractor to develop a Construction Phasing Schedule for project and submit for review and approval by the Contracting Officer in

SECTION 01 14 00 Page 2 accordance with Section 01 33 00. Schedule and Project Phasing shall be approved prior to starting construction. Any changes to the approved Construction Phasing Schedule or major changes to the project schedule must be approved by the USACE, City of Napa, and the Napa Flood Control District.

(7) Fifteen working days before the preconstruction meeting the Contractor's Project Manager shall schedule an in person meeting with the USACE PM at the Sacramento District Office.

(8) Thirty working days prior to beginning construction, the Contractor shall schedule a pre-construction site survey of the project with the Contracting Officer and Napa Flood Control District. The purpose of this site survey is to review and document project existing conditions. The Contractor shall develop and submit a report documenting the existing conditions including project photographs within 15 working days to the Contracting Officer and Napa Flood Control District. The project survey shall include but not be limited to: adjacent buildings, roadways, public and private improvements, haul routes, ect.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification. All Contractor personnel and equipment must park in approved staging areas. Any Contractor or sub-contractor vehicles parked on the street will be ticketed.

This project is an urgan construction project and staging and phasing are critical elements as there are no provided staging and storage yards or accommodating worker parking other than the designated work area. The Contractor will need to plan and phase accordingly knowing that the sponsor or the City of Napa will not provide additional storage yards or land to complete the project. If private property in the City of Napa is to be used for construction staging or storage, written approval from the Contracting Officer and the City of Napa is required prior to such use.

1.2.1.1 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.

1.2.1.2 Identification Badges and Installation Access

Identification badges, if required by the Contracting Officer, will be furnished without charge. Application for and use of badges will be as directed. Furnish a completed EMPLOYMENT ELIGIBILITY VERIFICATION (DHS FORM I-9) form for all personnel requesting badges. This form is available at http://www.uscis.gov/portal/site/uscis by searching or selecting Employment Verification (Form I-9). Immediately report instances

SECTION 01 14 00 Page 3 of lost or stolen badges to the Contracting Officer.

All badges must be returned or accounted for to the Contracting Officer upon expiration of the badge or contract, or termination of the employee.

1.2.1.3 Employee List

The Contractor shall provide to the Contracting officer, in writing, the names of two designated representatives authorized to request personnel and vehicle passes for employees and subcontractor's employees prior to commencement of work under this contract. A copy of these requirements will be provided at the preconstruction meeting.

1.2.2 Working Hours

Construction activities throughout the entire duration of the project shall be limited to the hours of 7:00 AM to 7:00 PM, Monday through Friday. There shall be no start up of machines nor equipment prior to 8:00 AM Monday through Friday; no delivery of materials nor equipment proir to 7:30 AM nor past 5:00 PM, Monday through Friday; no services of equipment past 6:45 PM, Monday through Friday; and construction on weekends or legal holidays shall be limited to the hours of 8:00 AM to 4:00 PM, unless the Contractor submits a written request and that request is approved by the City Manager, or his/her designee, pursuant to Section 8.08.025 and

8.08.050 of the City Municipal Code. If the request to work outside of the designated hours is approved, the Contractor may be required to pay the cost of providing inspection services for the work being performed. If inspection services are not available for the requested change, the City Engineer may deny the request.

Water line installation and service line work on McKinstry Street, per request from the City of Napa shall be between 9:00pm and 5:00am.

1.2.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer and City of Napa approval. Make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress

1.2.4 Exclusionary Period

No work shall be performed during the period 7:00 PM to 7:00 AM, inclusive, excluding the water line and service work on McKinstry Street,without prior written approval of the Contracting Officer. This period has not been considered in computing the time allowed for he performance of this contract.

1.2.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service,and electric service shall be considered utility cutovers

SECTION 01 14 00 Page 4 pursuant to the paragraph entitled "Work Outside Regular Hours."

1.3 Citizenship Requirements

Work under this contract is restricted to U.S. citizens.

1.4 RELATED REQUIREMENTS

The Napa Pipe - Soil Disposal Plan included in 01 57 20 ENVIRONMENTAL PROTECTION also includes requirements related to this specification.

Additional mitigations and requirements for operations at the Napa Pipe Soil Disposal Area as permitted by the County of Napa can be found in the attachment to Section 01 57 20 of these specifications. The Contractor shall comply with these requirements for soil disposal activities outlined in the above documents, contained elsewhere in these specifications and as directed by the Contracting Officer.

1.4.1 Utilities

This contract will affect overhead and underground utilities operated by PG&E, AT&T, Napa Sanitation District, City of Napa Water Department, and the City of Napa. Deviations and modifications to Staging and Phasing initiated by the Contractor, wll require pre-approval from the Contracting Officer and all Utilities identified herein.

All charges related to utility relocations beyond what is shown on the plans or any shut downs are the responsibility of the Contractor.

Coordination of construction activities affecting overhead and underground facilities with City of Napa, PG&E, AT&T, Napa Sanitation District, and Comcast shall be required of the Contractor so as to not adversely affect construction schedule, street closure duration nor the prosecution of work. Delays to contract schedule due to scheduling conflicts and delays will not be allowed. Thirty day advance notification to the Contracting Officer and utilities representatives of the overhead and underground work affecting these utilities shall be provided. Contacts are as follows:

Utility Name E-Mail Phone

PG&E Steve Bovaid spb4@pge.com (707) 257-5906

AT&T Robert Keating BK6559@att.com (707) 258-3779

Comcast Paul Alabona paul.alabona@cablecomllc.net (707) 425-1604

City of Napa Steve Crego scrego@cityofnapa.org (707) 257-9588

Napa Sanitation District

Robin Gamble rgamble@napasan.com (707) 258-6000

City of Napa Water Department

Megan Thomas mthomas@cityofnapa.org (707) 257-9341

General Temporary Shutdown Coordination Restrictions: Contractor will give 60 day early notice to the COR and utilities listed herein before any scheduled temporary utility shutdown. Utilities and COR will be invited by the Contractor to a pre-construction meeting for the area of work 30 days before scheduled temporary shutdown. Contractor will provide to utilities and COR a final 72 hour notice prior the scheduled temporary shutdown. Any short term outages or relocations will be coordinated by the Contractor and evaluated/approved by the COR following submittal of overall work-plan.

SECTION 01 14 00 Page 5

Coordinate with and get approval from utility companies about planned utility cutovers and interruptions a minimum of 45 calendar days prior to the planned interruption.

The commercial businesses within the project work areas will remain in operation during the entire construction period. The Contractor shall conduct operations so as to cause the least possible interference with normal operations of the activity. At least one access to commercial business entrances shall be maintained throughout the duration of construction work and interruportion to business utilities such as water supply, electrical power will not be allowed.

Permission to interrupt any activity roads, railroads, and/or utility services shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

Private driveways may be impacted for a maximum of 21 days. Commercial driveways and access must remain in operation.

1.4.2 Contractor Access to Private Property Parcels

Notification must be provided to Andrew Butler at the Napa Flood Control District by email or written notice 7 days before any entrance on to a private parcel Temporary Work Area Easement. Napa Flood Control District phone number: (707) 259-8600.

All Temporary Construction Easements (TE) have a 16 month duration from when property is first entered. Contact the Flood Control District a minimum of 4 business days before entrance is required.

The TE next to the Oxbow Market only has a 60 day total duration.

Private driveways may be impacted for a maximum of 21 days. Commercial driveways and access must remain in operation.

1.4.3 Contractor Access and Use of City of Napa and County of Napa Parcels

Occupation duration extension or non-Phase temporary occupation will require Contractor to obtain Right-of-Entry Permit from Owner. Contractor to provide Contracting Officer's Representative with copies of all Entry and Encroachment Permits. Contractor can obtain Right-of-Way maps and Owner Contact through Napa County Flood Control and Water Conservation District.

1.4.4 Contractor Access and Use of City Streets

Construction work areas for this project include streets and Right-of-way under jurisdiction of the City of Napa. Partial and Full street closures will be required. The Contractor is required to minimize Street Closure durations as mitigation for impacts to businesses and residents. The Contractor shall obtain Encroachment Permits from Napa County Flood Control and Water Conservation District (707) 259-8671 and the City of Napa, Department of Public Works, Jason Holley (707) 257-9372. The Contractor shall comply with all terms and conditions of the Encroachment Permit.

A copy of the NCFCWCD permit application and draft City of Napa Encroachment permit conditions are included at the end of this section for the Contractors information.

SECTION 01 14 00 Page 6

A Street Closure Signage Plan must be submitted to the City for approval 30 days before closure of any streets. This plan must include adequate signage to notify residents of changing travel options. CMS boards, flagment, and other traffic devices may be required based on the Contractor's proposal.

The following table provides a list of street or access closures, phase and duration for Contractor occupation:

Location Phase/Stage Duration

McKinstry Street Phase 1 0 Days

McKinstry Street Phase 3 0 Days

McKinstry Street Phase 2 45 Days

McKinstry Street Oxbow Market Access

Phase 2 60 Days

Occupation duration extension or non-Phase temporary occupation will require Contractor to obtain Encroachment Permit from the City. Contractor to provide Contracting Officer's Representative with copies of all Encroachment Permits. See Phasing Information Plan, Contract Drawings sheet G-114.

All remaining closures shown on the Drawings and not listed above are considered short term to be covered under the terms and conditions of the Encroachment Permit.

As part of the bypass project the Contractor shall obtain encroachment permits from NCFCWCD and the City of Napa for entry onto their respective property. The Contractor will have full responsiblity for compliance with all of these conditions. Attached is an example of the Encraochment Permit and draft Permit conditions.

1.4.5 Activity Regulations

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

1.4.6 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.

1.4.7 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

SECTION 01 14 00 Page 7

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, traffic signals, street lighting, railroad signals, other communication services, and irrigation services shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

1.5 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

SAN FRANCISCO/REDWOOD CITY

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

(06) (05) (05) (04) (01) (00) (00) (00) (01) (02) (05) (05)

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

Refer to ER 415-1-15.

1.6 PARTNERING

The Government intends to encourage the foundation of a cohesive partnership with the Contractor and its subcontractors. This partnership

SECTION 01 14 00 Page 8 will be structured to draw on the strengths of each organization to identify and achieve reciprocal goals. The objectives are effective and efficient contract performance and are intended to achieve completion within budget, on schedule and in accordance with plans and specifications. To implement this partnership initiative, arrange, within 60 calendar days of Notice To Proceed, a one-day partnership development seminar/team building workshop that will cover at a minimum the following elements: Commitment, Trust, Communication, Roles & Responsibilities, Timely Responsiveness, Mutual Goals, Conflict Management, Dispute Resolution and project specific issues.

Arrange for a meeting location to accommodate at least 40 people (i.e.

made up of the Contractor's key on-site personnel, key subcontractors and key Government personnel) and hire a Facilitator to conduct the workshop.

The initial session will be one-day minimum and the follow-on sessions, held at a minimum of once every three months or as agreed to by the partners, will be half-day minimum. The initial partnering session should be held away from the project site at a location acceptable to the Contractor and to the Government; the follow-on sessions can be held at locations agreed to by the partners. Pay all costs associated with the partnering effort including facilitator, meeting room and other incidental items. Before the partnering session, coordinate with the facilitator requirements for incidental items (audio-visual equipment, two easels, flipchart paper, colored markers, note paper, pens/pencils, colored flash cards, etc.) and have these items available at the partnering session.

The contractor will copy documents for distribution to all attendees. The facilitator must be acceptable to both the Contractor and the Government.

The participants shall bear their own costs for meals, lodging and transportation associated with partnering. A Team Charter, along with a Workshop Report, shall be developed and distributed to each participant at the conclusion of the workshop.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 14 00 Page 9

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENTS ITEMS

1.1.1 Unit Price Payment Items

PART 2 PRODUCTS

2.1 MOBILIZATION

2.1.1 Payment

2.1.2 Traffic Control

2.1.2.1 Payment

2.1.3 Demolish Water Line and Valves

2.1.3.1 Payment

2.1.4 Demolish Sanitary Sewer Lines

2.1.4.1 Payment

2.1.5 Demolish Asphalt Paving

2.1.5.1 Payment

2.1.6 Demolish Concrete Curb

2.1.6.1 Payment

2.1.7 Demolish Landscape Wall

2.1.7.1 Payment

2.1.8 Remove and Return Light Poles

2.1.8.1 Payment

2.1.9 Relocate Light Poles

2.1.9.1 Payment

2.1.10 Salvage Amtrak Signs and Posts

2.1.10.1 Payment

2.1.11 Rough Grading

2.1.11.1 Payment

2.1.12 Sanitary Sewer Pipe CLSM Encasement

2.1.12.1 Payment

2.1.13 Sanitary Sewer Modifications

2.1.13.1 Payment

2.1.14 Water Line Relocation

2.1.14.1 Payment

2.1.15 Water Line Connection To Kayak Building

2.1.15.1 Payment

2.1.16 Water Line Connection To 1031 McKinstry Building

2.1.16.1 Payment

2.1.17 New Fire Hydrant And Service

2.1.17.1 Payment

2.1.18 New Irrigation Service Line

2.1.18.1 Payment

2.1.19 Steel Casing Sleeves

2.1.19.1 Payment

2.1.20 Cathodic Protection

SECTION 01 22 00 Page 1

2.1.20.1 Payment

2.1.21 Storm Drain Pipe - 15-Inch RCP

2.1.21.1 Payment

2.1.22 Storm Drain Pipe - 18-Inch RCP

2.1.22.1 Payment

2.1.23 Storm Drain - Catch Basins

2.1.23.1 Payment

2.1.24 Subgrade Prep For Roadways and Large Paved Areas

2.1.24.1 Payment

2.1.25 Subgrade Prep For Sidewalks And Curbs

2.1.25.1 Payment

2.1.26 Base Course

2.1.26.1 Payment

2.1.27 Place Curb and Gutter

2.1.27.1 Payment

2.1.28 Place New Roadway

2.1.28.1 Payment

2.1.29 Place Sidewalk

2.1.29.1 Payment

2.1.30 Pipe Bollards

2.1.30.1 Payment

2.1.31 Monitoring

2.1.31.1 Payment

2.1.32 Pavement Markings

2.1.32.1 Payment

2.2 Mobilization

2.2.1 Payment

2.3 Traffic Control

2.3.1 Payment

2.4 Demolish Parking Lots and Pathways

2.4.1 Payment

2.5 Demolish Curb and Sidewalk

2.5.1 Payment

2.6 Demolish Fencing

2.6.1 Payment

2.7 Demolish Guard Rails and Barriers

2.7.1 Payment

2.8 Remove Light Poles

2.8.1 Payment

2.9 Remove Street Signs

2.9.1 Payment

2.10 Demolish Energy Dissipater

2.10.1 Payment

2.11 Remove RCP Pipe

2.11.1 Payment

2.12 Remove Sewer Line

2.12.1 Payment

2.13 Salvage Tree (Remove, and Install)

2.13.1 Payment

2.14 Clearing and Grubbing

2.14.1 Payment

2.15 Channel Excavation

2.15.1 Payment

2.16 Cut To Fill Excavation

2.16.1 Payment

2.17 Disposal Yard Grading

2.17.1 Payment

2.18 Low Flow Channel Excavation

2.18.1 Unit of Measure

SECTION 01 22 00 Page 2

2.19 Subgrade Preparation

2.19.1 Payment

2.20 Cofferdams And Dewatering

2.20.1 Payment

2.21 Storm Drain Pipe - 30-Inch RCP With Outfall

2.21.1 Payment

2.22 Storm Drain Pipe - 48 Inch Manhole

2.22.1 Payment

2.23 Fine Grading For Landscaped Areas

2.23.1 Payment

2.24 China Point Pathway

2.24.1 Payment

2.25 Bypass Inlet Sheetpile

2.26 Bypass Inlet Bank Rock Slope Bedding

2.26.1 Payment

2.27 Bypass Inlet Bank Rock Slope Protection D50

2.27.1 Payment

2.28 Bypass Inlet VRSS Soil Lifts

2.28.1 Payment

2.29 Bypass Outlet Sheetpile

2.29.1 Payment

2.30 Bypass Outlet Bank Rock Slope Bedding

2.30.1 Payment

2.31 Bypass Outlet Bank Rock Slope Protection D50

2.31.1 Payment

2.32 Bypass Outlet Launchable Toe Rock Slope Protection

2.32.1 Payment

2.33 Bypass Outlet Launchable Toe Native Fill Material

2.33.1 Payment

2.34 Napa Creek Bank Protection STA 17+70 to STA 16+00

2.34.1 Payment

2.35 Napa Creek Bank Protection STA16+00 to STA 14+55

2.35.1 Payment

2.36 Rootwads

2.36.1 Payment

2.37 Low Flow Channel Rock Lining

2.37.1 Payment

2.38 Stepped Energy Dissipater

2.38.1 Payment

2.39 Slab On Grade Under Wine Train Bridge

2.39.1 Payment

2.40 Energy Dissipater Blocks

2.40.1 Payment

2.41 Concrete Elliptical Stage

2.41.1 Payment

2.42 Concrete Curb at Energy Dissipater

2.42.1 Payment

2.43 Slab on Grade Under Soscol Street Bridge

2.43.1 Payment

2.44 Slab on Grade Under First Street Bridge

2.44.1 Payment

2.45 Box Culvert Structure

2.45.1 Payment

2.46 Monitoring

2.46.1 Payment

2.47 Excavation

2.47.1 Payment

2.48 Base Course

2.48.1 Payment

SECTION 01 22 00 Page 3

2.49 Geotextile Fabric

2.49.1 Payment

2.50 Place Sidewalk

2.50.1 Payment

2.51 Backfill

2.51.1 Payment

2.52 Excavation

2.52.1 Payment

2.53 Base Course

2.53.1 Payment

2.54 Geotextile Fabric

2.54.1 Payment

2.55 Place Sidewalk

2.55.1 Payment

2.56 Excavation

2.56.1 Payment

2.57 Soil Preparation

2.57.1 Payment

2.58 Irrigation System

2.58.1 Payment

2.59 Turf Reinforcement Mat

2.59.1 Payment

2.60 Plantings - Shrubs

2.60.1 Payment

2.61 Plantings - Trees

2.61.1 Payment

2.62 Seeding

2.62.1 Payment

2.63 Plug Plantings

2.63.1 Payment

2.64 Excavation

2.64.1 Sub Title

2.65 Concrete

2.65.1 Payment

2.66 Backfill

2.66.1 Payment

2.67 Cast-In-Place Wall With Pedestals

2.67.1 Payment

2.68 Gabion Wall

2.68.1 Payment

2.69 Patch Asphalt

2.69.1 Payment

2.70 Place New Roadway

2.70.1 Payment

2.71 Patch Asphalt

2.71.1 Payment

2.72 Place New Roadway

2.72.1 Payment

2.73 Conduits

2.73.1 Payment

2.74 Conductors

2.74.1 Payment

2.75 Power Service

2.75.1 Payment

PART 3 EXECUTION

SECTION 01 22 00 Page 4

SECTION 01 22 00 Page 5

SECTION 01 22 00

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENTS ITEMS

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

1.1.1 Unit Price Payment Items

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the PRICING SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

PART 2 PRODUCTS

2.1 MOBILIZATION

Mobilization and demobilizations will be paid for by lump sum and will not be measured. Mobilization and demobilization is defined as mobilization/demobilization, project management, compliance with general conditions and special provisions, coordination with utilities, environmental protection, field engineering, surveying, staking. This payment item shall be inclusive of all the construction phases.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following mobilization items: preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; the establishment of temporary facilities necessary for work on the project; and all other work and operations that must be performed or costs incurred before work begins on the various Contract items on the project site.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following demobilization items: work and operations at the conclusion of construction, including, but not limited to, those necessary for the removal of personnel, equipment, supplies, and incidentals from the

SECTION 01 22 00 Page 6 project site; of the removal of temporary facilities; and of all other work and operations that must be performed or costs incurred to conclude work on the various Contract items for the project.

2.1.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the PRICING SCHEDULE.

2.1.2 Traffic Control

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and as directed by the Contracting Officer.

2.1.2.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the PRICING SCHEDULE.

2.1.3 Demolish Water Line and Valves

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.3.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the PRICING SCHEDULE.

2.1.4 Demolish Sanitary Sewer Lines

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.4.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the PRICING SCHEDULE.

2.1.5 Demolish Asphalt Paving

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.5.1 Payment

This bid item will be paid by the square yard for accepted work as shown in the PRICING SCHEDULE.

SECTION 01 22 00 Page 7

2.1.6 Demolish Concrete Curb

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.6.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the pricing schdule.

2.1.7 Demolish Landscape Wall

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.7.1 Payment

This bid item will be paid by the square foot for accepted work as shown in the PRICING SCHEDULE.

2.1.8 Remove and Return Light Poles

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.8.1 Payment

This bid item will be paid for each instance for accepted work as shown in the pricing schedule.

2.1.9 Relocate Light Poles

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.9.1 Payment

This bid item will be paid for each instance for accepted work as shown in the PRICING SCHEDULE.

2.1.10 Salvage Amtrak Signs and Posts

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF

SECTION 01 22 00 Page 8

HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.1.10.1 Payment

This bid item will be paid for each instance for accepted work as shown in the pricing schedule.

2.1.11 Rough Grading

Payment will be made for costs associated with rough grading for the all elements of the McKinstry Street realignment work, which include performing required excavation and other operations incidental thereto, Government-furnished disposal area(s) and disposition of excess excavated material and unsuitable materials per the limits shown on the drawings, in accordance with Section 31 00 00 EARTHWORK and as directed by the Contracting Officer. The total quantity of rough graded (excavated) material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections indicated, and as shown on the drawings. No allowance will be made for over depth excavation, for the removal of any material outside the required slope lines and limits as shown on the drawings unless authorized.

2.1.11.1 Payment

This bid item will be paid for by cubic yard for accepted work as shown in the PRICING SCHEDULE.

2.1.12 Sanitary Sewer Pipe CLSM Encasement

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 31 00 00 EARTHWORK and as directed by the Contracting Officer.

2.1.12.1 Payment

This bid item will be paid for by the cubic yard for accepted work as shown in the PRICING SCHEDULE.

2.1.13 Sanitary Sewer Modifications

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 31 00 00 EARTHWORK, Section 33 30 00 SANITARY SEWER and as directed by the Contracting Officer.

2.1.13.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the PRICING SCHEDULE.

2.1.14 Water Line Relocation

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION and as directed by the Contracting Officer.

SECTION 01 22 00 Page 9

2.1.14.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the pricing schedule.

2.1.15 Water Line Connection To Kayak Building

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION and as directed by the Contracting Officer.

2.1.15.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the PRICING SCHEDULE.

2.1.16 Water Line Connection To 1031 McKinstry Building

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION and as directed by the Contracting Officer.

2.1.16.1 Payment

This bid item will be paid for each instance for accepted work as shown in the PRICING SCHEDULE.

2.1.17 New Fire Hydrant And Service

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION and as directed by the Contracting Officer.

2.1.17.1 Payment

This bid item will be paid for each instance for accepted work as shown in the PRICING SCHEDULE.

2.1.18 New Irrigation Service Line

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION and as directed by the Contracting Officer.

2.1.18.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the PRICING SCHEDULE.

2.1.19 Steel Casing Sleeves

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION as directed by the Contracting Officer.

2.1.19.1 Payment

This bid item will be paid for each instance for accepted work as shown in the PRICING SCHEDULE.

SECTION 01 22 00 Page 10

2.1.20 Cathodic Protection

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 11 00 WATER DISTRIBUTION as directed by the Contracting Officer.

2.1.20.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the PRICING SCHEDULE.

2.1.21 Storm Drain Pipe - 15-Inch RCP

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 40 00 STORM DRAINAGE UTILITIES and as directed by the Contracting Officer.

2.1.21.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the pricing schedule.

2.1.22 Storm Drain Pipe - 18-Inch RCP

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 40 00 STORM DRAINAGE UTILITIES and as directed by the Contracting Officer.

2.1.22.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the pricing schedule.

2.1.23 Storm Drain - Catch Basins

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 33 40 00 STORM DRAINAGE UTILITIES and as directed by the Contracting Officer.

2.1.23.1 Payment

This bid item will be paid for each instance for accepted work as shown in the pricing schedule.

2.1.24 Subgrade Prep For Roadways and Large Paved Areas

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 31 00 00 EARTHWORK and as directed by the Contracting Officer.

2.1.24.1 Payment

This bid item will be paid by the square foot for accepted work as shown in the pricing schedule.

SECTION 01 22 00 Page 11

2.1.25 Subgrade Prep For Sidewalks And Curbs

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 31 00 00 EARTHWORK and as directed by the Contracting Officer.

2.1.25.1 Payment

This bid item will be paid for by the square foot for accepted work as shown in the pricing schedule.

2.1.26 Base Course

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 31 00 00 EARTHWORK and as directed by the Contracting Officer.

2.1.26.1 Payment

This bid item will be paid by the square yard for accepted work as shown in the pricing schedule.

2.1.27 Place Curb and Gutter

Payment will be made for costs associated with the site preparation, grading, excavation, furnishing of materials, forming, placement and finishing of concrete curbs and gutters, including cast-in-place concrete, reinforcing bar, and all other required appurtenances in accordance with the drawings and Section 03 30 00 CAST IN PLACE CONCRETE, Section 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS and as directed by the Contracting Officer.

2.1.27.1 Payment

This bid item will be paid for by linear foot for accepted work as shown in the pricing schedule.

2.1.28 Place New Roadway

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section

32 13 13.06 PORTLAND CEMENT CONCRETE PAVEMENT FOR ROADS AND SITE

FACILITIES as directed by the Contracting Officer.

2.1.28.1 Payment

This bid item will be paid for by square yard for accepted work as shown in the pricing schedule.

2.1.29 Place Sidewalk

Payment will be made for costs associated with the site preparation, grading, excavation, furnishing of materials, forming, placement and finishing of concrete sidewalks, including cast-in-place concrete, reinforcing bar, and all other required appurtenances in accordance with the drawings and Section 03 30 00 CAST IN PLACE CONCRETE, Section 32 16 13 CONCRETE SIDEWALKS AND CURBS AND GUTTERS and as directed by the Contracting Officer.

SECTION 01 22 00 Page 12

2.1.29.1 Payment

This bid will be paid for by the square yard for accepted work as shown in the pricing schedule.

2.1.30 Pipe Bollards

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 05 50 13 MISCELLANEOUS METAL FABRICATIONS and as directed by the Contracting Officer.

2.1.30.1 Payment

This bid item will be paid for per unit for accepted work as shown in the pricing schedule.

2.1.31 Monitoring

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings and as directed by the Contracting Officer.

2.1.31.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the pricing schedule.

2.1.32 Pavement Markings

Payment will be made for costs associated with furnishing, preparation of receiving surfaces, and placement of required road striping and pavement markings to meet the lines and grades as shown on the drawings for pavement markings, which include performing other operations incidental thereto, per the limits shown on the drawings, and as directed by the Contracting Officer.

2.1.32.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the pricing schedule.

2.2 Mobilization

Mobilization and demobilizations will be paid for by lump sum and will not be measured. Mobilization and demobilization is defined as mobilization/demobilization, project management, compliance with general conditions and special provisions, coordination with utilities, environmental protection, field engineering, surveying, staking. This payment item shall be inclusive of all the construction phases.

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following mobilization items: preparatory work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidentals to the project site; the establishment of temporary facilities necessary for work on the project; and all other work and operations that must be performed or costs incurred before work begins on the various Contract items on the project site.

SECTION 01 22 00 Page 13

Payment shall be in full compensation for all labor, materials, incidentals, and costs associated with, but not limited to, the following demobilization items: work and operations at the conclusion of construction, including, but not limited to, those necessary for the removal of personnel, equipment, supplies, and incidentals from the project site; of the removal of temporary facilities; and of all other work and operations that must be performed or costs incurred to conclude work on the various Contract items for the project.

2.2.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the pricing schedule.

2.3 Traffic Control

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 01 50 00 TEMPORARY CONSTRUCTION FACILITIES AND CONTROLS and as directed by the Contracting Officer.

2.3.1 Payment

This bid item will be paid for by lump sum for accepted work as shown in the pricing schedule.

2.4 Demolish Parking Lots and Pathways

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.4.1 Payment

This bid item will be paid by the square yard for accepted work as shown in the pricing schedule.

2.5 Demolish Curb and Sidewalk

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.5.1 Payment

This bid item will be paid by the square foot for accepted work as shown in the pricing schedule.

2.6 Demolish Fencing

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF CONTAMINATED MATERIAL, and Section 02 81 00 TRANSPORTATION AND DISPOSAL OF

SECTION 01 22 00 Page 14

HAZARDOUS MATERIALS and as directed by the Contracting Officer.

2.6.1 Payment

This bid item will be paid for by the linear foot for accepted work as shown in the pricing schedule.

2.7 Demolish Guard Rails and Barriers

Payment will be made for costs associated with operations necessary to comply with the details shown on the drawings, the requirements in Section 02 41 00 DEMOLITION, Section 02 61 13 EXCAVATION AND HANDLING OF…