Carlsbad City Council
October 21, 2025

c) verification of abandoned service connections,
d) construction and restoration of access pits, if proposed, e) annular space grouting, if required,
f) sampling and testing, and
g) all other Work not covered by other Bid items including all Work or services not specifically mentioned but which are required to install the final product, complete, in accordance with the Contract Documents.

END OF SECTION

01 10 00 SUMMARY Date Printed: October 17, 2025
Document Version: 1.0 Current Update: May 2023

SECTION 2
01 10 00 SUMMARY
PART 1 GENERAL

1.01 PROJECT
a. Project Name: VETERANS MEMORIAL PARK
b. Project Location: Parcel 212-271-03-00, Lot 10, CT 09-03, Carlsbad, CA, as shown approximately on the Vicinity Map in the Drawings.
c. The Project: Development of a +/- 50.25 acre park in total, consisting of 2,672 SF of entry buildings, a 76,294 SF bike park, a 11,651 SF exercise area, 38,951 SF of playgrounds, 51,275 SF of parking areas, memorial plaza, picnic areas, and all associated site development.
d. Owner: City of Carlsbad (referenced in the Specifications as the "Owner" or "Client”).
e. This is a public works project. Contractor to be familiar and comply with procedures, processes, and regulations necessary to complete project.

1.02 DESCRIPTION OF ALTERATIONS WORK
Not applicable in this project.

1.03 OWNER OCCUPANCY
a. Owner intends to occupy the Project upon Final Completion. b. Cooperate with Owner to minimize conflict and to facilitate Owner’s operations. c. Schedule the Work to accommodate Owner occupancy.

1.04 CONTRACTOR USE OF SITE AND PREMISES
a. Provide access to and from site as required by law and by Owner:

1. Do not obstruct roadways, sidewalks, or other public ways without permit. b. Existing building spaces may not be used for storage. c. Utility Outages and Shutdown:

1. Prevent accidental disruption of utility services to the facilities. d. Controlled Substances: Use of tobacco products and other controlled substances within the existing site is not permitted.

PART 2 (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 11 00 SUMMARY OF WORK Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023

01 11 00 SUMMARY OF WORK
PART 1 GENERAL

1.01 WORK COVERED BY CONTRACT DOCUMENTS
a. The Contractor shall perform Work and furnish materials, labor, tools, equipment or services that may be reasonably inferred as being required to produce the intended result, whether specifically called for in the Contract Documents, at no additional cost to the Agency.
b. Visible, existing improvements for which no specific disposition is made on the Plans, but which interfere with the Work, shall be removed, and disposed of by the Contractor with the prior approval of the Engineer.
c. Work Under Separate Contracts: The Work includes coordination of work being performed by others under separate contracts with the Owner described in Article below titled "CONCURRENT WORK UNDER SEPARATE CONTRACTS." d. Environmental Considerations: The project will be designed and shall be constructed in compliance with pre-requisites and credits according to California Code of Regulations (CCR) Title 24, Part 11: Latest California Green Building Standards Code (CALGreen Code).
e. The completed Work will provide the Agency with a new Community Park and new mobility and traffic safety improvements, as more fully described in the Drawings and the technical specifications. Provide all labor, material and equipment for the following:

The Project: The overall project is construction of the new Veterans Memorial Park for the City of Carlsbad. The Work under the Contract includes the development of a +/-

50.25-acre park, including two single story entry buildings equaling 2,672 SF, a 76,294 SF bike park, a 11,651 SF exercise area, 38,951 SF of playgrounds, 51,275 SF of parking areas, memorial plaza, picnic areas, and landscape improvements. Construction for the buildings shall comply with California Building Code (CBC) for Type V-B fully-sprinkled construction. As indicated on the Drawings and in the Specifications, the Work includes:

1. Veterans Memorial Park site development shall include but not be limited to:

A. Finish grading and drainage
B. Installation of wet and dry utilities
C. Interior road and parking
D. Walkways and plazas
E. Pedestrian, parking, accent lighting
F. Project Monumentation and Signage
G. Site amenities
H. Shade structures
I. Bike Park
J. Exercise areas
K. Playground areas
L. Planting and irrigation
M. Site electrical and telecom
N. 90-day maintenance

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2. Preparation of three building pads as indicated in the Contract Drawings and Contract Specifications.

3. Utility system connections and hardscape necessary for buildings to tie to all site utilities and adjoining paving.

4. New buildings shall include:

A. Building structures, exterior finishes, doors, windows, storefronts, window walls, interior finishes, casework, specialties, and built-in equipment.

B. Signage and graphics.

C. Wet pipe fire suppression (sprinkler) system on design-build basis.

D. Intrusion detection and security systems.

E. Fire detection and fire alarm system.

F. Security camera systems.

G. Plumbing and HVAC (heating, ventilating and air conditioning) systems as indicated on Plumbing and Mechanical Drawings.

H. Electrical power, lighting and signal systems as indicated on Electrical Drawings.

I. Painting.

5. Habitat Restoration:

A. Temporary planting and irrigation.

B. Temporary fencing.

C. 5-year monitoring and maintenance.

6. An on-site Contractor's construction office and the Construction Manager's office.

7. Faraday Avenue Improvements Project shall include but not limited to:

A. Pedestrian raised crossing with proposed raised median islands and ADA island at Veteran Memorial Park driveway entrance on Faraday Avenue.

B. Rectangular Rapid Flashing Beacon (RRFB) System at the new crosswalks.

C. New left-turn pocket on Faraday Avenue at each of the two Veterans Memorial Park driveways.

D. Signing and striping improvements on Faraday Avenue.

E. Slurry Seal application on Faraday Avenue.
f. Work also includes: maintaining the safe passage of pedestrians past the Work area throughout the construction period; traffic control; and obtaining all permits needed to perform the indicated Work.
g. Alternates: Not applicable in this project

1.02 WORK NOT COVERED BY CONTRACT DOCUMENTS
a. Public Art Sculpture - Contractor to coordinate installation of artwork with artist.

1.03 PROVISIONS FOR FUTURE WORK (NOT USED)

1.04 OWNER FURNISHED PRODUCTS
a. ROMTEC Pre-Engineered Building Material Kits

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a. North Building A
b. North Building B
c. South Building
b. District will deliver the building kits to site a minimum of 30 days prior to construction.

Contractor shall provide a schedule for delivery in baseline schedule.

1.05 CONCURRENT WORK UNDER SEPARATE CONTRACTS

1. Public Art Sculpture
a. None

1.06 WORK BY OWNER (NOT USED)

1.07 CONSTRUCTION SEQUENCE AND SCHEDULING
a. Construction Sequence and Scheduling: Contractor is responsible for the proper scheduling and sequencing of the work. Contractor shall coordinate on-site and off-site Work to minimize traffic obstruction and interference with continuing activities on adjacent properties and thoroughfares. Sequence and scheduling of grading, paving, and utility Work, in particular, shall be coordinated.

1.08 PERMITS, LICENSES AND FEES
a. Permits: For Work included in the Contract, Contractor shall obtain all permits from Authority Having Jurisdiction (AHJ) and from serving utility companies and agencies. Refer to Section 00 73 00 Agency Supplemental General Provisions 2-2 Permits for more information.
b. Permits: Contractor will pay for all permits issued by Authorities Having Jurisdiction.
c. Assessments: Costs of assessments and connection fees shall be included in the Contract Sum. Contractor will pay all assessments and utility service connection fees.
d. Licenses: Contractor shall obtain and pay for all licenses associated with construction activities, such as business licenses, contractors' licenses and vehicle and equipment licenses. All costs for licenses shall be included in the Contract Sum. e. Test and Inspection Fees:

1. Contractor shall pay all fees charged by County and special district authorities having jurisdiction and from serving utility companies and agencies, for tests and inspections conducted by those authorities, companies, and agencies.

2. Contractor shall pay for all additional charges by testing and inspection agencies due to the following:
a. Contractor's failure to properly schedule or notify Engineer. b. In sources, lots, or suppliers of products after original tests or inspections. c. Changes in means, methods, techniques, sequences, and procedures of construction that necessitate additional testing, inspection, and related services.

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d. Changes in mix designs for concrete and mortar after review and acceptance of submitted mix design.
e. Contractor submitted requests to change materials or products, which are accepted but require testing and/or re-inspection beyond original design. f. Costs of travel and per diem to perform factory testing on sites over 50 miles from the jobsite.
g. Costs of re-testing work due to failure of the original test.

1.09 CONTRACTOR’S USE OF SITE AND PREMISES
a. Contractor's Use of Site and Premises: Except as described below, during the construction period the Contractor shall have full use and responsibility of the premises for construction operations, including use of the site within Project Area.

1. All on-site fire hydrants shall be installed, operational, fully charged, fully accessible by fire apparatus and approved by local Fire Department prior to loading site with combustible materials, in compliance with California Fire Code (CFC), Article 87.

2. Prior to commencing Work, Engineer and Contractor shall tour site together to examine and record existing conditions, including damage to paving, structures and other site improvements.
a. Contractor shall produce video record of existing conditions and upload as a submittal to Procore. Video record shall be supplemented by written report describing existing conditions, prepared by the Contractor. b. At Contract Closeout, paving, structures, and other site improvements shall be restored by Contractor to condition equal to or better than conditions at commencement of Work.
c. All cracking, subsidence, soiling, marring, breakage, and other defects, other than normal weathering, shall be restored by Contractor at no change in Contract Time and Contract Sum.
d. Basis for determination of satisfactory restoration shall be video record and written record prior to commencement of project. Conditions not described on video or in written record shall be restored as new.

3. Contractor shall provide Identification for all workers on site, whether employed by Contractor, subcontractors, or suppliers. Form of identification shall be subject to review and approval of Engineer. Persons failing to display required identification shall be immediately escorted off the site.

4. Use of Work area by Contractor shall not limit Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the Project, in accordance with the General Provisions of the Contract. Contractor shall coordinate the Work and make provision for site and building access and for storage and staging areas at the Work site to accommodate work under separate contracts by Owner.

5. Contractor shall provide construction fencing and other barriers as necessary to separate the Project Area from existing facilities to remain occupied and accessible to Owner. Refer to construction fencing requirements specified in

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contract documents

6. Use of Work area by Contractor shall not limit Owner's right to perform construction operations with its own forces or to employ separate contractors on portions of the Project, in accordance with the General Provisions of the Contract. Contractor shall coordinate the Work and make provision for site and building access and for storage and staging areas at the Work site to accommodate work under separate contracts by the Owner. b. Work Hours: Refer to General Provisions of the Contract. c. Site Access: Access to site shall conform to security and public safety requirements of authorities having jurisdiction. Do not restrict access to adjacent facilities and do not restrict access for those performing work under separate contracts for the Owner.
d. Construction Limits: Limit construction activities to areas indicated on Drawings as Project Area. Refer also to Section 01 57 00 – Temporary Controls for additional requirements, including temporary fencing.
e. Site Access and Egress: Contractor shall maintain driveways and access/egress routes clear at all times. Use of these areas for parking or storage of materials is prohibited. Contractor shall sequence and schedule deliveries to minimize necessity for on-site storage of materials. Comply with requirements of public safety authorities having jurisdiction and requirements of airport operations.

1. Emergency access: Contractor shall provide pathways, drives, gates, directional signage, and other provisions as required by public safety authorities having jurisdiction for emergency access to Work area(s).

2. Emergency egress: Contractor shall maintain all pathways, drives, gates, and other means of egress during construction as required by public safety authorities having jurisdiction.
f. Protection of Existing Improvements and Facilities: Contractor shall protect property adjacent to the Project Area and all existing improvements and facilities within the Project Area, including paving and landscaping indicated to remain.

1. All existing improvements and facilities, except those specifically indicated for removal or reconstruction, shall be protected with temporary barriers, enclosures, and passageways. See additional requirements specified in Section 01 57 00 – Temporary Controls.

2. After completion of Work, existing improvements and facilities shall be restored to original condition and location. Project Area shall be cleaned and restored to presentable condition, equivalent to or better than the condition prior to start of Work.

3. Should existing improvements and facilities be damaged or soiled beyond renovation or repair, new products shall be provided by Contractor equivalent to existing products, as acceptable to Owner.

4. Site access for Work activities: Contractor shall obtain approval from the Owner for site access routes, gate locations and other provisions, such as restriction on times of usage, for personnel and materials.
g. Utility Outages and Shutdowns:

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1. Utility outages and shutdowns shall be subject to approval of the City Engineer and affected utility (e.g., SDG&E).

2. Schedule utility outages and shutdowns to evenings and weekends and at times and dates acceptable to adjacent property owners, unless otherwise directed.

3. Provide minimum 48 hours’ notice of all utility outages and shutdowns.

4. Duration of outages and shutdowns shall not hinder normal activities of the Owner and adjacent property owners.
h. Rough Grading:

1. Contractor will be required to coordinate with rough grading contractor for any remaining rough grading items to be completed to ensure no conflicts arise with construction under this contract.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 20 00 PRICE AND PAYMENT PROCEDURES Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023

01 20 00 PRICE AND PAYMENT PROCEDURES
PART 1 GENERAL

1.01 SCOPE
a. The Contract Price shall cover all Work required by the Contract Documents. All costs in connection with the proper and successful completion of the Work, including furnishing all materials, equipment, supplies, and appurtenances; providing all construction plant, equipment, and tools; and performing all necessary labor and supervision to fully complete the Work, shall be included in the unit and lump sum Bid prices. All Work not specifically set forth as a pay item in the Bid Form shall be considered a subsidiary obligation of Contractor and all costs in connection the Work shall be included in the Bid prices.
b. All estimated quantities stipulated in the Bid Form or other Contract Documents are approximate and are to be used only (a) as a basis for estimating the probable cost of the Work and (b) for the purpose of comparing the Bids submitted for the Work. The actual amounts of Work done and materials furnished under unit price items may differ from the estimated quantities. The basis of payment for Work and materials will be the actual amount of Work done and materials furnished. Contractor agrees that it will make no claim for damages, anticipated profits, or otherwise on account of any difference between the amounts of Work actually performed and materials actually furnished and the estimated amounts therefor.
c. Payment for each Bid Item shall be made in accordance with Sections 7-2 and 7-3 of the Agency Supplemental General Provisions and the Bid. All Work shown or described in the Contract Documents and necessary for the functioning of installed equipment or constructed facilities and the repair or replacement of damaged existing improvements in accordance with the Contract Documents shall be considered as included in the Bid Items.

1.02 BID ITEMS
Schedule A - Veterans Memorial Park
A-1 Mobilization & Demobilization - The Contract lump sum price paid for Mobilization & Demobilization, in accordance with the contract documents, and as described in conformance with the Greenbook Section 7-3.4, shall include full compensation for providing bonds and insurance, financing, establishing temporary construction yard, moving equipment to the project site for the establishment of facilities necessary for work on the project, applying for and obtaining all required permits, preparing and updating the construction schedule, material submittals, cleanup to the satisfaction of the Engineer, and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items, including all related administration throughout its duration, and demobilization. The total price bid for Mobilization & Demobilization shall include the cost of all mobilization and administration for the entire CONTRACT period. No separate payments shall be made for re-mobilization due to project phasing.

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A-2 General Conditions - The Contract lump sum price bid for General Conditions shall include the cost of all ongoing expenses to operate the project site for the entire duration of the project including but not limited to operation of temporary facilities, facilities for Agency personnel temporary power, labor/equipment/material overhead costs, administrative costs, updating the monthly baseline construction schedule per the terms of the contract, proving a three-week lookahead schedule prior to weekly project meetings and implementation of Mitigation Monitoring and Report Program. No additional compensation will be allowed therefore. General conditions will be paid in equal increments throughout the approved duration of the baseline construction schedule. Adjustments to the schedule of values and monthly payment schedule may be made for any delays or extension of the baseline construction schedule.

A-3 UTV- The Contract unit price payment for the Utility Task Vehicle (UTV) shall be paid at the contract price to provide each UTV, per Technical Specification Section 01 50 00 Temporary Facilities & Controls. Item includes secured storage of UTV, fuel, insurance, and required/as- needed maintenance for UTV for site access, hauling materials, and project support for use by Agency. Ownership of UTV shall transfer to the City of Carlsbad at the end of the project and no additional compensation will be allowed for replacements of this vehicle due to theft, damage, or otherwise during the course of this contract.

A-4 Erosion Control, SWPPP, Implementation and Maintenance - Payment for Storm Water Pollution Prevention and Erosion Control shall be at the contract price lump sum , in accordance with the contract documents, and as described in conformance with Section 3-12.6.3, and shall include full compensation for all labor, materials, equipment, and incidentals necessary to determined Risk Level, prepare, develop, furnish, implement, maintain, and update the Storm Water Pollution Prevention Plan and as specified in these Technical Provisions, as required in the Water Pollution Control, Best Management Practices (BMPs) and Storm Water Pollution Prevention Plan (SWPPP), City of Carlsbad requirements and as directed by the City, complete and in place, and no additional compensation will be allowed therefor. Failure of the Contractor to comply with the Engineer’s requested corrective actions may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.

A-5 Traffic Control - Full compensation for all work involved in the traffic control plans, Construction Staging, and preparing, attaining City approval, and furnishing Project traffic control, including furnishing, installation, maintaining and removal of temporary barricades, temporary striping, temporary pavement markers, construction signs, warning signs, portable changeable message signs, or any device for the temporary control of traffic or safety of the workers, including flagmen (i.e. all traffic control as required by the City Traffic Engineer), tools, equipment, incidentals, providing notices, asphalt concrete and aggregate base for temporary resurfacing (and its removal), temporary conflicting traffic stripe application and grinded removal, trench steel plate cover installation and removal, and any other safety measures used for the control of traffic, any temporary rerouting of traffic or maintenance of access to properties, during the Project construction period will considered included in the contract lump sum price for Traffic Control, in accordance with the plans, contract documents, and as described

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in conformance with Section 601, and No additional compensation will be allowed as a result of such suspension. Traffic Control will be paid in equal increments throughout the approved duration of the baseline construction schedule. Adjustments to the schedule of values and monthly payment schedule may be made for any delays or extension of the baseline construction schedule.

A-6 Record Drawings - The contract lump sum price for this bid item shall constitute full compensation to keep on the job site and maintain daily, a clean, accurate, full-size and legible print set of Project plans that indicate all changes in work, modifications and existing conditions that are different from what is shown on the Plans. The Contractor shall record the location and elevations of all surface improvements in the City of Carlsbad. The survey shots shall be provided to the satisfaction of the Engineer, so minimum slopes can be verified. The Contractor shall record, by dimension and/or scale drawings, facilities as actually installed. All information necessary to maintain and/or service any concealed work shall be noted on the record drawings.

Records shall be kept up to date. The Contractor shall make the Record Drawings available for review by the Engineer at any time and shall provide a clean final copy to the City within two weeks of the contract completion date.

A-7 Surveying and Construction Staking (including horizontal control plan) - The contract lump sum price for this bid item shall constitute full compensation to provide surveying and construction staking, including horizontal and vertical control, layout of improvements, verification of grades, and preparation of control plan as required in the contract documents including but not limited to section 01 32 23 Survey and Layout Data, 00 73 00 Agency Supplemental General Provisions, and 00 74 00 Agency Supplemental Technical Provisions A-8 Clearing and Grubbing - Full compensation for conforming to the requirements of Clearing and Grubbing, in accordance with the plans, contract documents, and as described in conformance with Section 300-1, including all labor, tools, equipment, materials and incidentals necessary for accomplishing the work complete and in place, including, but not limited to, haul permits, fees, removal, haul away, and disposal of materials, removal landscape & irrigation, trees, roots, and any other objectionable material not specifically called out as pay item for removal, weed killing, tree trimming, trash vegetation and deleterious debris removal and disposal, within the project construction limits, and shall be considered as included in the Contract unit price paid per square feet for Clear and Grub Existing Landscaping and no additional compensation shall be allowed therefor. All stockpiling of cleared and grubbed material designated by the Contractor for final removal shall be considered incidental to this bid item and no additional compensation shall be allowed.

A-9 Demolition - The contract lump sum price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with demolition activities including but not limited to removing and disposing of all asphalt, concrete, saw cutting, disposal of existing improvements and materials, salvaging existing materials and improvements as specified or shown on the Plans, removal of deleterious materials, and proper disposal from the project site of all existing surface and subsurface materials encountered, including rock, as required to construct the improvements as shown on the Plans and as

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described in the Specifications and contract documents and no other compensation will be allowed therefor.

A-10 Rough Grading, Export/Import/Borrow/Fill- The contract lump sum price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and perform all rough grading and earthwork operations in accordance with the Contract Documents and Plans, and Greenbook Section 300-2 and SECTION 301 – SUBGRADE PREPARATION, TREATED MATERIALS, AND PLACEMENT OF BASE MATERIALS, as modified in the Special Provisions, including all dewatering, excavation, over-excavation, export, and disposal of surplus or unsuitable materials, scarification, water and moisture conditioning, fill, backfill, compaction, protection of existing utilities, and all other work necessary to complete excavations, or over- excavation, fill and backfill (remedial grading) to the lines and grades in accordance with the Contract Documents. No additional compensation will be allowed therefor.

A-11 Fine and Finish Grading - The contract lump sum price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and perform all fine and finish grading and earthwork operations in accordance with the Contract Documents and Plans, and Greenbook Sections 300-2 and 300-3, as modified in the Special Provisions, including all dewatering, excavation, over excavation, export, and disposal of surplus or unsuitable materials, scarification, water and moisture conditioning, fill, backfill, compaction, protection of existing utilities, and all other work necessary to complete excavations, or over excavation, fill and backfill (remedial grading) to the lines and grades in accordance with the Contract Documents. No additional compensation will be allowed therefor.

A-12 Structural Fill for Retaining Wall - The contract cubic yard price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Structural Fill for Retaining Walls (as specified on Details A-D of sheet RW-3.01) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Bench shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-13 Catch Basin & Grate - The contract unit price per each, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing an catch basin and grate per Detail 20, Sheet C-0.04, including excavation, bedding, backfill, compaction, connections, and surface restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-14 Atrium Drain - The contract unit price per each, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing an atrium drain per Detail 21, Sheet C-0.04, including excavation, bedding, backfill, compaction, connections, fittings, and surface restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of

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prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-15 4" PVC Storm Drain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing 4" PVC SDR 35 Schedule 40 storm drain pipe with bedding per SDRSD Standard Drawing D-60, including trench excavation, bedding, pipe installation, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-16 8" PVC Storm Drain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing 8" PVC SDR 35 Schedule 40 storm drain pipe with bedding per SDRSD Standard Drawing D-60, including trench excavation, bedding, pipe installation, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-17 12" PVC Storm Drain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing 12" PVC SDR 35 Schedule 40 storm drain pipe with bedding per SDRSD Standard Drawing D-60, including trench excavation, bedding, pipe installation, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-18 18" HDPE Storm Drain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing 18" HDPE storm drain pipe (ADS N-12 dual wall or equal), bedding per manufacturer’s recommendations, Class 1 compacted to 90%, including excavation, trenching, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-19 24" HDPE Storm Drain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a 24" HDPE storm drain pipe (ADS N-12 dual wall or equal), bedding per manufacturer’s recommendations, Class 1 compacted to 90%, including excavation, trenching, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting

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the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-20 30" HDPE Storm Drian - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing 30" HDPE storm drain pipe (ADS N-12 dual wall or equal), bedding per manufacturer’s recommendations, Class 1 compacted to 90%, including excavation, trenching, compaction, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-21 Headwall (Inlet) & Trash Rack - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a headwall inlet and trash rack per Detail 22, Sheet C-0.04, including excavation, concrete work, reinforcement, trash rack, rip rap, backfill, compaction, and surface restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-22 36"x36" Catch Basin & Grate (outlet) - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a 36"x36" catch basin and grate (as specified on Detail 24/25 / Sheet C-0.05), including excavation, concrete structure, reinforcement, grate installation, connections, backfill, and compaction, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-23 Biofiltration Area w/ Underdrain - The contract unit price per square foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a biofiltration area with underdrain (as specified on Detail 24+25 / Sheet C-0.05, including excavation, media installation, underdrain piping, geotextile, backfill, grading, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-24 Resilient Surface Drain - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a resilient surface drain (as specified on Detail 26 / Sheet C-0.04), including excavation, fabric, grate, fittings, backfill, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

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A-25 Concrete Weir - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a concrete weir (as specified on Detail 27 /Sheet C-0.04), including excavation, forming, reinforcing, concrete, and finishing, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-26 Inlet at Brow-Ditch - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a Inlet at brow-ditch (as specified on Detail 28 / Sheet C-0.05), including excavation, forming, reinforcing, concrete, grate, fittings, mastic, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-27 Storm Drain Cleanout - Type A, per SDRSD D-09 - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a storm drain cleanout Type A per SDRSD Standard Detail D-09, including fittings, risers, box, backfill, and restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-28 Storm Drain Cleanout - Type B, per SDRSD D-02 - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a storm drain cleanout Type B per SDRSD Standard Detail D-09, including fittings, risers, box, backfill, and restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-29 Catch Basin - Type F, per SDRSD D-07 - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a catch basin Type F per SDRSD Standard Detail D-07, including excavation, bedding, backfill, grate, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-30 Brow Ditch - Type B, per SDRSD D-75 - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a brow ditch Type B per SDRSD Standard Detail D-75 (modified width per plan, 6" in depth unless otherwise shown on plans), including excavation, grading, concrete, and finish work, and no other compensation will be allowed therefor. All costs

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of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-31 HDPE Fitting - The contract lump sum unit price shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with the installation of HDPE fittings, including but not limited to furnishing bends, tees, wyes, reducers, adapters, or couplers as required, cutting and trimming pipe, joining and sealing per manufacturer’s specifications, providing transition connections to other pipe materials as shown on the plans, bedding and compacting materials around fittings, and all incidental work necessary to provide a complete and watertight installation and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-32 Subdrain - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a subdrain (as specified on Detail 35 / Sheet C-0.05), including pipe, trenching, gravel, filter fabric, and connections, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-33 Subdrain to PVC Line Connection - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with connecting subdrain to PVC storm line, including fittings and sealing, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-34 Storm Drain Cleanout - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a storm drain cleanout per detail 37, Sheet C-0.05, including fittings, concrete collar, risers, cover, bedding, backfill, and restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-35 Synthetic Turf Subdrain Connection - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with connecting the synthetic turf subdrain to the storm drain system, including but not limited to excavation, preparation of bedding, pipe cutting and fittings, sealing, compaction, backfill, grading, testing, and restoration of surrounding surfaces, and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

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A-36 Deck Drain - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a deck drain (as specified on Detail 42 / Sheet C-0.08), including but not limited to excavation, bedding, installation of unit, pipe connections, sealing, backfill, compaction, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. Item shall be installed per manufacturer’s specifications and Contract Documents.

A-37 Catch basin & Grate with Mirafi 140N Filter Fabric - The contract unit price per each, shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing an catch basin and grate and Mirafi 140N filter fabric (as specified on Detail 20 / Sheet C-0.04), including excavation, bedding, backfill, compaction, connections, and surface restoration, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-38 Outlet Through Block Wall - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing the outlet pipe through the Allan Block wall (as specified on Detail A-D / Sheet RW-3.01 and on the wall plans), including but not limited to coring or forming through the block wall, installation of pipe and fittings, sealing, grouting, backfill, compaction, restoration of wall finishes, and connection to downstream drainage facilities, and no other compensation will be allowed therefor. All work shall be done in accordance with the Plans, Specifications, and Supplemental Provisions.

A-39 Bio Clean Full Capture Filter (Bio Grate Full 36-36-24) - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with installing a Bio Clean Full Capture Filter Bio-Grate- Full 36-36-24 (or approved equal), including but not limited to excavation, preparation of subgrade, installation of unit, connections to storm drain infrastructure, sealing, bedding, compaction, backfill, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications and requirements. All costs of prosecuting the work as described herein shall be included in the Contractor’s bid. All work shall be done in accordance with the Plans, Specifications, and Supplemental Provisions.

A-40 Bio Clean Full Capture Filter (Bio-Curb-Full-24) - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with installing a Bio Clean Full Capture Filter Bio-Curb-Full-24 (or approved equal), including but not limited to excavation, curb inlet modifications, installation of unit, connections to storm drain infrastructure, sealing, bedding, compaction, backfill, grading, testing, and restoration of adjacent curb, pavement, and surfaces, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications and requirements. All costs of prosecuting the work as described herein shall be included in the Contractor’s bid. All work shall be done in accordance with the Plans, Specifications, and Supplemental Provisions.

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A-41 Concrete Blanket Protection for Pipes Per SPPWC Plan 225-3 - The contract lump sum price per shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with the concrete encasement of storm drain pipe or Concrete Blanket Protection for Pipes per S.P.P.W.C plan 225-3, including excavation, forming as needed, concrete, and finishing as needed, and no other compensation will be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-42 Un-Grouted Rip-Rap - The contract unit price per ton shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing un-grouted rip rap (as specified on Detail 12 / Sheet C-0.08), including but not limited to excavation, placement of geotextile fabric, furnishing and placing rip rap stone, grading, compaction, and finishing to the required line, grade, and section, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractor’s bid. All work shall be done in accordance with the Plans, Specifications, and Supplemental Provisions.

A-43 Gravity Retaining (Splash) Wall per SDSRSD C-09 - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a gravity retaining (splash) wall, Type- A, 2-feet tall, per SDRSD Standard Drawing C-09, including but not limited to excavation, foundation preparation, formwork, reinforcement, concrete placement, finishing, backfill, grading, compaction, and cleanup, and no other compensation will be allowed therefor. Item shall be installed per the manufacturer’s specifications and SDRSD requirements. All costs of prosecuting the work as described herein shall be included in the Contractor’s bid. All work shall be done in accordance with the Plans, Specifications, and Supplemental Provisions.

A-44 Construct Trench and Resurfacing - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with the construction of the utility trench and resurfacing , including necessary potholing, demolition, excavation, drilling, compaction, base, A.C. pavement replacement, and striping as required, per CITY STD. NO. GS-26 AND GS-28, and in accordance with the Contract Documents, required by city, and as directed by the Engineer herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-45 Concrete Encasement of Utility Pipes - The contract lump sum price per shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with the Concrete Encasement of Utility Pipes , including excavation, forming as needed, concrete, and finishing as needed, at the locations shown on the Drawings and in accordance with the Contract Documents, required by utility company, and as directed by the Engineer herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

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A-46 Construct 2" Potable Water Service w/ 2" Meter - The contract unit price per each shall include full compensation for furnishing all labor, materials, tools, equipment, and required for the new 2" water service per CMWD Standard Drawing W-4. Installation includes but is not limited to saw-cutting, demolition and disposal of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported pipe zone bedding and backfill and trench zone backfill; service saddle; corporation stop; copper tubing; fittings; angle meter valve; sacrificial anodes; meter box and site restoration. New water meters will be furnished and installed by the District. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications, Supplemental Provisions, and requirements of the agencies having jurisdiction of this work.

A-47 Potable Water Main Connection (City Std. W-13) - The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment not included in any other bid item to connect the new pipeline to the existing water main per CMWD Standard Drawing W-13 This item shall include saw-cutting, demolition and disposal of asphalt concrete pavement; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; pipe; fittings and couplings; disinfection; and placement and compaction of imported pipe zone bedding and backfill and trench zone backfill. This bid item does not include pavement structural section restoration which shall be measured and paid for under a separate bid item.

A-48 Construct 2" PVC (Sch. 80) Water Line - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work required for and installing the 2" PVC Sch. 80 Water Line per CMWD STD.

DWG. NO W-2 at the locations shown on the Drawings and in accordance with the Contract Documents herein. This bid item shall include pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; pipe; gaskets; hardware; fittings; corrosion protection of fittings and hardware; thrust blocks and thrust restraint devices; installation of tracer wire and utility warning tape; hydrostatic pressure testing; disinfection; disposal of surplus materials and all incidental work. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-49 Construct 6" PVC (C900, DR18) Public Fire Line - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sleeving, blocking, and backfilling) the 6" PVC (C900. DR18) Public Fire Line, bedding per CMWD STD. DWG. NO W-2) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

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A-50 Remove Existing Water Service and Cap - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, fitting, disposal, and backfilling) the removal of service line and cap at water main per CMWD SPEC. 15000.3.12 at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-51 Public Recycled Water Connection - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including additional excavation, valves, couplings, spools valve box, flanges, pipe support, fittings, tapping, sealing, thrust blocking, demolition and disposal of asphalt pavement, dewatering and any required water disposal, disinfection, compaction, bedding and backfilling) the construction and connection of the 4" on- site recycled irrigation line to the new 3" Recycled Water service meter per CMWD STD. DWG.

NO W-7 at the location shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Contractor shall also coordinate with all Agencies Having Jurisdiction.

A-52 Furnish and Install 2" Manual Air Release Assembly - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and install new manual air release assembly per CMWD Standard Drawing NO. W-10 and in accordance with the Contract Documents. This item includes, but is not limited to, saw- cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported bedding and backfill materials; piping; valves; fittings; valve box and lid; locating wire; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill. This bid item shall not include pavement structural section restoration which is measured and paid for under a separate bid item.

A-53 Install 2" Reduced Pressure Backflow - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sleeving, and backfilling) the 2 -inch reduced pressure backflow preventor per CMWD STD. DWG. NO W-6 at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-54 6" PVC (C900, DR18) Private Fire Line - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (This bid item shall include pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water

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disposal; removal of existing or to be abandoned conduits or structures; placement and compaction of imported pipe zone bedding and backfill and trench zone backfill; pipe; gaskets; hardware; fittings; necessary sleeving; corrosion protection of fittings and hardware; thrust blocks and thrust restraint devices; installation of tracer wire and utility warning tape; hydrostatic pressure testing; disinfection; disposal of surplus materials and all incidental work.) The 6" PVC (C900. DR18) Private Fire Line, bedding per CMWD STD. DWG. NO W-2) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-55 Furnish and Install 6-Inch Gate Valve -- The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials, tools and equipment and install new gate valve of the size specified and in accordance with the Contract Documents. This bid item shall include removal and additional pipe, gaskets; hardware; corrosion protection coatings and all other work necessary to complete this item of work in its entirety. Gate valves for fire hydrant assemblies will be measured and paid for under a separate bid item.

A-56 Fire Hydrant Assembly - Private -- The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new fire hydrant assembly per CMWD Standard Drawing No. W-17 and W-18 and in accordance with the Contract Documents. This item includes, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported bedding and backfill materials; pipe; pipe spools; fittings; gate valve; gaskets; hardware; corrosion protection coatings; hydrant; valve support blocks; thrust restraint fittings or concrete thrust blocks; valve box and lid; locating wire; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill; appurtenance pads; protection posts; fire hydrant markers and all incidental work.

A-57 Fire Hydrant Assembly - Public -- The contract price paid for this bid item shall constitute full compensation to furnish all labor, materials and equipment and install new fire hydrant assembly per CMWD Standard Drawing No. W-17 and W-18 and in accordance with the Contract Documents. This item includes, but is not limited to, pavement saw-cutting; demolition of pavements; excavation; dewatering and any required water disposal; removal of existing or to be abandoned conduits or structures; imported bedding and backfill materials; pipe; pipe spools; fittings; gate valve; gaskets; hardware; corrosion protection coatings; hydrant; valve support blocks; thrust restraint fittings or concrete thrust blocks; valve box and lid; locating wire; placement and compaction of imported pipe zone bedding and backfill; and trench zone backfill; appurtenance pads; protection posts; fire hydrant markers and all incidental work.

A-58 Building Plumbing Water Line Connection - Payment for Plumbing water line will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all trenching, fittings, valves, sealing, backfill, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work

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items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-59 1" PVC (Sch. 80) Water Line - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing work associated with, furnishing and installing (including excavation, sleeving, gate valves, fittings, concrete blocking, backfilling) the 1" PVC (Sch 80) Water Line in accordance with the plans, contract documents and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-60 6" Backflow Prevention Assembly - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, connection to municipal water main, necessary valves, sleeving, concrete blocking, testing, backfilling, and related metering devices and appurtenances) the 6" Fire Backflow Prevention Assembly shall be installed per CMWD STD. DWG. NO. W-9 and W-8 on the 6" private fire service line(s) at the location shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-61 3/4" PVC (Sch. 80) Water Line - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing work associated with, furnishing and installing (including excavation, sleeving, gate valves, fittings, concrete blocking, backfilling) the 3/4" PVC (Sch 80) Water Line in accordance with the plans, contract documents and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-62 Connect Domestic Water Line to Drinking Fountain - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing work associated with, furnishing and installing (including excavation, sleeving, gate valves, fittings, test stations, concrete blocking, backfilling) the domestic water connection to drinking fountains in accordance with the plans, contract documents and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-63 Removing Plug & Connect to Ex. Sewer Line - Payment for Removing Plug & Connect to Ex. Sewer Line will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all trenching, fittings, valves, sealing, backfill, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials,

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equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-64 Connect to Existing Sewer Line - Payment for connect to existing sewer line will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all trenching, fittings, valves, sealing, backfill, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-65 Construct 6" PVC Sewer Lateral (SDR35) - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sleeving, blocking, and backfilling) the 6" PVC Sewer Lateral (SDR35) shall be installed PER CITY STD. DWG.

NO. S-7, BEDDING PER CITY STD. DWG. NO. S-5 at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-66 4" PVC Sewer - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sleeving, blocking, and backfilling) the 4" PVC Sewer pipe at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-67 Sewer Cleanout - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sewer cleanout, including risers, fittings, boxes, covers, and backfilling) the Sewer Cleanout at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-68 Connect Sewer Line to Buildings - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, fittings, sealing, and backfilling) the Connection of the Sewer Line to the Buildings at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Connect sewer line to building, including excavation, fittings, and sealing.

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A-69 Romtec North Building A Assembly - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundations/footings, anchoring, Mechanical, Electrical, Plumbing, finishing work, related components, and the coordination with related trades) Building A at the location shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. Building A shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-70 Romtec North Building B Assembly - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundations/footings, anchoring, Mechanical, Electrical, Plumbing, finishing work, related components, and the coordination with related trades) Building B at the location shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. Building B shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-71 Romtec South Building Assembly - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundations/footings, anchoring, Mechanical, Electrical, Plumbing, finishing work, related components, and the coordination with related trades) South Building at the location shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The South Building shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-72 Building Furniture, Fixture and Equipment - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including building furniture, fixtures, and equipment (FF&E), including delivery, assembly, and placement and the coordination with related trades) for all site buildings as shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All items shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-73 Concrete Paving - Payment for natural gray concrete paving (per the standard/detail and type/case, as specified on Detail 2/Sheet L-2.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all concrete flatwork, thickened edge, joints, rebar and compacted subbase, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and

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work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-74 Decomposed Granite Paving- Payment for natural decomposed granite paving (per the standard/detail and type/case, as specified on Detail 5/Sheet L-2.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include subgrade preparation, placement, compaction, and stabilization to provide a firm, accessible surface and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-75 Tree Well with 12" wide Concrete Band - Payment for concrete band at tree well (per the standard/detail and type/case, as specified on Detail 6/Sheet L-2.01) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all paving flatwork, finishing, structural reinforcement, speed-dowel, joints, and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-76 Decorative Color Concrete Band - Payment for decorative color concrete band within planting areas (per the standard/detail and type/case, as specified on Detail 6/Sheet L-2.01) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all paving flatwork, coloring, finishing, structural reinforcement, speed-dowel, joints, and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-77 Color Concrete Band With Bronze Text Inlay - Payment for decorative color concrete band (per the standard/detail and type/case, as specified on Detail 6/Sheet L-2.01, 1/Sheet L-

2.17 and 1/Sheet L-2.18) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all paving flatwork, coloring, finishing, structural reinforcement, speed-dowel, joints, bronze inlays and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-78 Pedestrian Concrete Pavers - Payment for pedestrian concrete pavers (per the standard/detail and type/case, as specified on Detail 4/Sheet L-2.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, bedding material, paver setting, joint sand, and compaction, cutting and joint alignment for a finished appearance and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment,

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and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-79 Memorial Pedestrian Concrete Pavers - Payment for memorial pedestrian concrete pavers (per the standard/detail and type/case, as specified on Detail 4/Sheet L2.01 and Detail 1/Sheet L-2.17) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, bedding material, paver setting, joint sand, and compaction, cutting and joint alignment for a finished appearance and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-80 Truncated Domes - The contract lump sum price shall constitute full compensation for r truncated domes (per the standard/detail and type/case, as specified on SDRSD G-30/Sheet C-

0.07) , in accordance with the plans, contract documents, and shall include placement, alignment, and secure installation in compliance with ADA standards, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-81 Existing Type 2 Trail Improvement With Stabilized Decomposed Granite - Payment for natural decomposed granite paving improvement at existing Type 2 trail (per the standard/detail and type/case, as specified on Detail 5/Sheet L-2.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include removing degraded materials, regrading, subgrade preparation, installation of new stabilized DG, and compaction and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-82 4" AC/9" AB Pave. (Drive Aisles) - Class 2 - Payment for Class 2 Aggregate Base (AB) shall be at the contract unit price per Cubic yard, in accordance with the plans, contract documents, and as described in conformance with Section 200-2 & 301-2, and shall be considered full compensation for furnishing all labor, tools, material, equipment, water for compaction, and shall include transporting, subgrade preparation, herbicide, compaction, and incidentals to accomplish the work as specified herein and as indicated on the Plans and no additional compensation shall be allowed.

A-83 4" AC/6" AB Pave. (Parking Stalls) - Class 2 - Payment for Class 2 Aggregate Base (AB) shall be at the contract unit price per cubic yard, in accordance with the plans, contract documents, and as described in conformance with Section 200-2 & 301-2, and shall be considered full compensation for furnishing all labor, tools, material, equipment, water for compaction, and shall include transporting, subgrade preparation, herbicide, compaction, and incidentals to accomplish the work as specified herein and as indicated on the Plans and no additional compensation shall be allowed.

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A-84 Full Depth A.C. Pavement per Detail 2, Sheet ST-0.02 - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with installing vehicular asphalt paving (additional excavation, placemen, necessary compaction, and sealing) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-85 Commercial Concrete Driveway per SDRSD G-14A - Payment for Commercial Concrete Driveway per SDRSD G-14A, 7.5-inch thick concrete, will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 & 303-5, and shall include all saw cutting, grading, base preparation, concrete, forms, joints, finishes, curing, aggregate base under and behind the depressed curb & gutter, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for saw cutting, slot asphalt patch back, or for additional pavement removal and replacement for fitting in machinery or forms during the construction of the driveway, both along the roadway pavement edge and at the right-of-way side, but shall be included in the cost of Commercial Concrete Driveway (per standard drawing).

A-86 Parking Lot Striping - Payment for Signing and Striping shall be made at the contract price per lump sum , in accordance with the plans, contract documents, and as described in conformance with Section 206, 214, 314, & 315, and shall include full compensation for furnishing all materials, labor, tools, equipment, including installation of pavement striping and symbols, including removals of existing pavement markings, markers, and signage; installing pavement markings, ADA markings, reflective beading, reflective pavement markers, including blue fire hydrant reflective pavement markers; signage, hardware, mounting fasteners, foundations, posts; excavation, backfill, compaction; and for furnishing all labor, materials, tools, equipment, cleaning, and incidentals, and for doing all the work involved, complete as detailed, and no additional compensation will be allowed therefor.

A-87 Block Retaining Walls - Payment for block retaining wall (per the standard/detail and type/case, as specified on Sheet RW-0.01 to RW-3.03 and Detail 6/Sheet L-2.05) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all excavation, grading, subgrade preparation, modular block wall, leveling pad, backfill, geogrid, sawcut for utility pipes and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-88 CIP Tapered Concrete Seat Walls - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical and landscape) the CIP Concrete Circular Seat Wall (as specified on Detail 3/Sheet L-2.07) at the locations shown on the Drawings

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and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-89 Memorial Gateway Entry - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical) the Memorial Gateway Entry (as specified on Detail 1/Sheet L-2.09) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-90 Monument Sign - Payment for memorial pedestrian concrete pavers (as specified on Detail 1/Sheet L2.06) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, footings, finish materials and concrete casting to provide finished appearance, and all related signage as shown on plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-91 Ramp Retaining Wall - Payment for ramp retaining wall (per the standard/detail and type/case, as specified on Detail 1/Sheet L2.07) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, retaining wall, backfill, footings, veneer, finish materials, rebar, cap, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-92 Pilasters at Bike Park Entry - Payment for pilasters at bike park entry (per the standard/detail and type/case, as specified on Detail 1/Sheet L2.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, footings, pilaster, veneer, finish materials, structural reinforcement, cap, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-93 CIP Concrete Circular Seat Wall - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical and landscape) the CIP Concrete Circular Seat Wall (as specified on Detail 3/Sheet L-2.07) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be

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allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-94 Sloped Concrete Seat Wall - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical) the Sloped Concrete Seat Wall (as specified on Detail 1/Sheet L-2.09) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-95 Memorial Seat Wall - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical) the Memorial Seat Wall (as specified on Detail 3/Sheet L-2.08) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-96 Concrete Seat Wall With Veneer (2' Width) - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundation/footing, anchoring and coordination with related trades such as lighting/electrical) the Concrete Seat Wall with Veneer (as specified on Detail 1/Sheet L-2.09) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-97 3-Wire Habitat Fence - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the 3-Wire Habitat Fence, (as specified on Detail 5/Sheet L-

2.04) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-98 Wooden Split-Rail Fence - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Wooden Split-Rail Fence,(as specified on Detail 8/Sheet L-2.03) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the

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work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-99 Handrail at Retaining Wall (Walls B and C) - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Handrails at Retaining Walls (B &C), including supports, returns, posts with cap, vinyl-coated stainless steel cable secure to post, hardware anchoring, sleeving device, and finishes, (as specified on Detail 1/Sheet L-2.07) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-100 Guardrail at Retaining Walls - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Guardrail at Retaining Walls, including posts with cap, vinyl-coated stainless steel cable secure to post, hardware anchoring, sleeving device, and finishes, (as specified on Detail 6/Sheet L-2.05) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-101 Hexagonal Shade Structure - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, footings, equipment and incidentals, and for doing all work associated with permitting, furnishing and installing (as specified on Detail 4/Sheet L-2.04) the fabric shade sail structure at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The shade sail structure shall be installed per the manufacturer’s specifications.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-102 Shade Sails - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, footings, equipment and incidentals, and for doing all work associated with permitting, furnishing and installing (as specified on Detail 3/Sheet L-2.03) the fabric shade sail structure at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The shade sail structure shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-103 Trash/Recycling Receptacles/Compost Receptacle - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring and related work such as drainage) the Landfill/Recycle/Compost Receptacles (as specified on Detail 2/Sheet L-2.06) at the locations shown on the Drawings and in accordance with the Contract Documents

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herein, and no additional compensation shall be allowed therefor. The receptacles shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-104 Benches - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring) the Benches (as specified on Detail 6/Sheet L-2.03) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Bench shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-105 Plaza ADA Picnic Table - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including delivery, assembly, placement, and anchoring) the Plaza ADA Picnic Tables (as specified on Detail 7/Sheet L-2.04) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Plaza ADA Picnic Tables shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-106 Play Area Seating - Precast Concrete Classic Lounge Chairs - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including delivery, placement, assembly, and anchoring) the Precast Concrete Classic Lounge Chairs (as specified on Detail 1/Sheet L-2.05) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Precast Concrete Classic Lounge Chairs shall be installed per the manufacturer’s specifications.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-107 Play Area Seating - Precast Concrete Classic Lounge Benches- The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including delivery, placement, assembly, and anchoring) the Precast Concrete Classic Lounge Bences (as specified on Detail 1/Sheet L-2.05) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Precast Concrete Classic Lounge Bences shall be installed per the manufacturer’s specifications.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-108 Play Area Seating - Trapezoidal End Tables - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals,

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and for doing all work associated with, furnishing and installing (including delivery, placement, assembly, and anchoring) the Trapezoidal End Tables (as specified on Detail 1/Sheet L-2.05) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Trapezoidal End Tables shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-109 Carlsbad Bike Rack - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring) the Carlsbad Bike Rack (as specified on Detail 2/Sheet L-2.03) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

The Carlsbad Bike Rack shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-110 Bike Park Bike Rack- The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring) the Bike Park Bike Rack (as specified on Detail 2/Sheet L-2.04) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

The Bike Park Bike Rack shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-111 Bleacher - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring and guardrail system) the Bleacher (as specified on Detail 6/Sheet L-2.04) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

The Bleacher shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-112 Picnic Table - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring) the Picnic Tables (as specified on Detail 5/Sheet L-2.03) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Picnic Tables shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-113 Accessible Picnic Table - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing

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all work associated with, furnishing and installing (including anchoring) the Picnic Tables (as specified on Detail 4/Sheet L-2.03) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

The Picnic Tables shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-114 Drinking Fountain/Bottle Filler - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, coordination with related trades) the Drinking Fountain/Bottle Filler (as specified on Detail 8/Sheet L-2.01) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The components (all related plumbing connections) for the Drinking Fountain/Bottle Filler shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-115 Memorial Stairs - Payment for memorial stairs (per the standard/detail and type/case, as specified on Detail 2/Sheet L.2.09) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, reinforcement, joints, finishes, curing, contrasting stripping, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

A-116 Monolith Fitness Steps - Payment for monolith fitness steps (per the standard/detail and type/case, as specified on Detail 1/Sheet L2.03) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, placement, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-117 Ramp - Payment for ramp (per the standard/detail and type/case, as specified on Detail 1/Sheet L.2.07) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, curing, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

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A-118 Curb per SDRSD G-01 - Payment for Curb (per designated type, height, and standard drawing) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and as described in conformance with SDRSD Standard Detail G-01, and shall include all saw cutting, forms, joints, finishes, curing, backfill, subgrade preparation, base preparation, and all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for saw cutting, replacement of damaged curb, curb slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the construction of curb, or for repairing or replacing adjacent parkway areas excavated or damaged for the placement of forms or extruder machinery, but shall be included in the cost of Curb (per designated type, height, and standard drawing).

Payment for curb transitions, to match adjacent curbs will be measured and paid for as Curb and Gutter. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-119 Curb & Gutter per SDRSD G-02 - Payment for Curb and Gutter (per designated type, height, and standard drawing) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and as described in conformance with SDRSD Standard Detail G-02, and shall include all saw cutting, forms, joints, finishes, curing, backfill, subgrade preparation, base preparation, and all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for saw cutting, replacement of damaged curb, curb slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the construction of curb, or for repairing or replacing adjacent parkway areas excavated or damaged for the placement of forms or extruder machinery, but shall be included in the cost of Curb and Gutter (per designated type, height, and standard drawing). Payment for curb and gutter transitions, to match adjacent curbs and gutters will be measured and paid for as Curb and Gutter. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-120 Curb Ramp per SDRSD G-27 to G-32B - Payment for Curb Ramp (per the standard/detail and type/case, as specified) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and as described in conformance with SDRSD Standard Detail G-27 to G-32B, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, curing, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms. The Curb Ramp shall include construction of concrete ramp, detectable warning tiles, adjacent monolithic side curbs (as applicable) and flares (as applicable). All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-121 3' Wide V-Gutter In Parking Area - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all

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work associated with constructing a 3' V-gutter (as specified on Detail 9 / Sheet C-0.03), including but not limited to , excavation, subgrade prep, formwork, placement, and finishing,, backfill, compaction, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-122 18" Concrete Step-out Curb (In Parking Lot) - The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a 3' V-gutter (as specified on Detail 13 / Sheet C-0.03), including but not limited to , excavation, subgrade prep, formwork, placement, and finishing, backfill, compaction, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-123 Curb Face (C.F.) Transition - Payment for Curb Ramp (per the standard/detail and type/case, as specified on Detail 14/ Sheet C-0.03) will be paid for at the contract unit price per linear foot, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, curing, and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-124 Level Pad for Bus Stop - The contract unit price per square foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a level concrete pad for bus stop, including but not limited to, excavation, subgrade prep, formwork, placement, and finishing,, backfill, compaction, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions, including excavation, subgrade prep, formwork, reinforcement, placement, and finishing.

A-125 18" U-Gutter/Channel- The contract unit price per linear foot shall include full compensation for furnishing all labor, materials, tools, equipment, and incidentals for doing all work associated with constructing a 18" U-Gutter (as specified on Detail 17 / Sheet C-0.03), including but not limited to, solid steel covers as noted on plans, excavation, subgrade prep, formwork, placement, and finishing, backfill, compaction, grading, testing, and restoration of adjacent surfaces, and no other compensation will be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-126 Concrete Mow Curb - Payment for concrete mow curb along decomposed granite paving (per the standard/detail and type/case, as specified on Detail 5/Sheet L-2.01) will be paid for at

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the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-127 Concrete Headwall - Payment for concrete headwall at playground resilient surface (per the standard/detail and type/case, as specified on Detail 1+4/Sheet L-2.02) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-128 Concrete Planter Wall - Payment for concrete planter wall (per the standard/detail and type/case, as specified on Detail 4/Sheet L-2.02) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-129 Concrete Bulkhead Edge 12" w - Payment for concrete bulkhead edge at playground fibar surfacing (per the standard/detail and type/case, as specified on Detail 2/Sheet L-2.02) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-130 Bollard (EV Charger Protection) - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Bollards, to provide EV Chargers protection, including foundations, anchorage, finishes, and caps, at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-131 Stone Boulders - #1 - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Stone Boulders,(as specified on Detail 3/Sheet L-2.02) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no

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additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-132 Stone Boulders - #2 - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Stone Boulders,(as specified on Detail 3/Sheet L-2.02) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-133 Stone Boulders - #3 - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Stone Boulders,(as specified on Detail 3/Sheet L-2.02) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-134 Park Regulatory Signage - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Park Regulatory Signage, including posts, foundations, and hardware. at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. City to provide graphic file to Contractor for production of sign. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the city standards, Plans, Specifications and Supplemental Provisions.

A-135 Memorial Panels - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, coordination with related trades) the Memorial Pannels (as specified on Detail 3/Sheet L-2.08) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The components (include the translucent glass) for the Memorial Panels shall be installed per the manufacturer’s specifications. The city will provide the final digital file for the graphic. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-136 Memorial Flagpole - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including footing, anchoring, and coordination with related trades) the Memorial Flagpole (as specified on Detail 2/Sheet L-2.08) at the location(s) shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The components for the Memorial Flagpole

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shall be installed per the manufacturer’s specifications. The city will provide the flag(s). All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-137 Rock Cobble Edging - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including excavation, sorting, bedding, and placement) the Rock Cobble Edging (as specified on Detail 5/Sheet L-2.01) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-138 Trailhead Kiosk - The contract unit price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with furnishing and installing the timber frame trailhead kiosk (as specified on Detail 8/ Sheet L-2.04) at the location(s) shown on the drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. The Trailhead Kiosk shall be installed per the manufacturer’s specifications unless noted otherwise. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-139 Soil Preparation - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related agronomic Soil Preparation, including testing, coordination with Republic Services for supply and delivery for City of Carlsbad's no cost compost, clearing, ripping, soil banking, amending, to make modifications to existing soil for the preparation of planting areas, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-140 Irrigation (Hydrozone 1) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-141 Irrigation (Hydrozone 2) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the

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work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-142 Irrigation (Hydrozone 3) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-143 Irrigation (Hydrozone 4) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-144 Irrigation (Hydrozone 5) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-145 Irrigation (Hydrozone 6) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-146 Irrigation Mainline, Quick Couplers, Gate Valves - The contract linear footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related components, including testing and operation, for the installation of the Irrigation System's mainline, quick couplers, gate valves, fittings, thrust blocks, temporary backflow prevention and temporary connections to potable water until recycled water is approved for onsite use, and other components as shown in the

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Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-147 Irrigation Controllers - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related components for the project's irrigation Controllers, including testing, programing, operation, and accessories, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-148 Irrigation Points of Connection (MV,FS,ETC.) - The contract unit price lump sum shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction and installation of the components that make up the irrigation system's Points of Connection. This includes, but is not limited to the following, connection to water meter, master valve(s), flow sensor(s), assemblies, shutoff valves, fittings, enclosures, basket strainer(s), and related components, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting, testing, and operating the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-149 24" Box Tree - Payment for 24" box tree (per the standard/detail and type/case, as specified on Detail 1+3+5/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, staking, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-150 36" Box Tree - Payment for 36" box tree (per the standard/detail and type/case, as specified on Detail 1+3+5/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, staking, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-151 48" Box Tree - Payment for 48" box tree (per the standard/detail and type/case, as specified on Detail 1+3+5/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation,

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planting, staking, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-152 1 Gal. Container Planting - Payment for 1 Gal. container planting (per the standard/detail and type/case, as specified on Detail 2/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-153 5 Gal. Container Planting - Payment for 5 Gal. container planting (per the standard/detail and type/case, as specified on Detail 2/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-154 15 Gal. Container Planting - Payment for 15 Gal. container planting (per the standard/detail and type/case, as specified on Detail 2/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-155 Hydroseeded Mixes - Payment for hydroseeded mixes (per the standard/detail and type/case, as specified on CSI Specifications 32 92 19) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all soil testing and preparation, seed mix, tackifier, and irrigation connection, complete mix types application, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-156 Turf - Payment for turf (per the standard/detail and type/case, as specified on CSI Specifications 32 93 00) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all soil testing and preparation, install sod, and irrigation connection, establishment and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

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A-157 3" Mulch - Payment for mulch (per the standard/detail and type/case, as specified on CSI Specifications 32 90 00) will be paid for at the contract unit price per cubic yard, in accordance with the plans, contract documents, and shall include all obtaining City of Carlsbad mulch provided by Republic Services, delivery coordination, spreading, and finish grading, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-158 120-Day Maintenance - The contract lump sum price shall constitute full compensation for 120-Day Plant Maintenance Period shall constitute full compensation for furnishing all labor, materials, materials, tools, equipment, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation shall be allowed therefor. The Contractor shall maintain planted areas on a continuous basis as they are completed during the progress of the work and after acceptance of the landscape installation by the Engineer. Upon completion of the maintenance period, a final inspection for acceptance will be performed by the Engineer. If the irrigation and planting are not found acceptable by the Engineer after the time indicated, the maintenance period may be extended at the Contractor’s expense until found acceptable the Engineer. The maintenance period, for the general park landscape, shall be 120 days.

A-159 Site Electrical Conduits, Conductors, Trenching - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Site Electrical Conduits, Conductors, and Trenching (including trenching and backfill, transformer pads, grounding, conduits, switchboards, pedestals, main panels, subpanels, enclosures, boxes, wiring, connectors, and coordination with Agencies having Jurisdiction including but not limited to City of Carlsbad and SDGE) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-160 Main Electrical Service - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Main Electrical Service (including grounding, conduits, wiring, connectors, breakers, switches, and coordination with Agencies having Jurisdiction including but not limited to City of Carlsbad and SDGE) and install components such as panels per the manufacturer’s specifications at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-161 Equipment Connections - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Equipment Connectors (including grounding, conduits, boxes, outlets and receptacles, additional wiring as needed, connectors, disconnects and coordination with Agencies having Jurisdiction including but not limited to City of Carlsbad and SDGE) and install components per the manufacturer’s specifications at the locations shown

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on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-162 Concrete Junction Boxes - The contract price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Concrete Junction Boxes (including excavation and backfill, grounding, junction boxes and coordination with Agencies having Jurisdiction including but not limited to City of Carlsbad and SDGE) and install components per the manufacturer’s specifications at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-163 EV Chargers - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including foundations, connections, anchoring and commissioning) the EV Chargers at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The EV Chargers shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-164 EV Charger Infrastructure Only - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including eve charger station conduit terminations as specified on Detail 1/Sheet E-0.04, conduits, and foundations) the EV Charger Infrastructure ready for the future installation of equipment at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Bench shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-165 Security Camera Infrastructure - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Security Camera Infrastructure (including grounding, conduits, boxes, CAT-6/Fiber/Copper wiring as required, connectors, and coordination with city's IT staff and/or third-party installer for any required adjustments and modifications for system functionality and operation as need) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-166 Electrical for Irrigation System - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Electrical for Irrigation System (including

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grounding, conduit, boxes, wiring, connectors etc.) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-167 Vehicular Light Fixture (Type S2) - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, footings, wiring, and controls) the Vehicular Light Fixture (Type S2) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Vehicular Light Fixture (Type S2) shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-168 Pedestrian Light Fixture (S1/S1A/S1C - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, footings, wiring, and controls) the Pedestrian Light Fixture (S1/S1A/S1C) (as specified on Detail 3/Sheet L-2.06) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Pedestrian Light Fixture (S1/S1A/S1C) shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-169 Pedestrian Light Fixture (S1B) - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, footings, wiring, and controls) the Pedestrian Light Fixture (S1B) (as specified on Detail 3/Sheet L-2.06) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Pedestrian Light Fixture (S1B) shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-170 LED Flood Light (S3) - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring, footings, wiring, and controls) the LED Flood Lights (S3) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Solar LED Bollard shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-171 Solar LED Bollard (S4) - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including anchoring foundation/footing/ground screw) the Solar LED Bollards (S4) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Solar LED Bollards (S4) shall be installed per the

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manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-172 Parking Area Light Bollard - The contract unit price per each shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing (including footing, anchoring, coordination with other trades such as electrical) the Parking Area Light Bollard (as specified on Detail 2/Sheet L-

2.17) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. The Parking Area Light Bollard shall be installed per the manufacturer’s specifications. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-173 Plaza Accent Lighting - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the Plaza Accent Lighting (including coordination with other trades, grounding, additional conduit as needed, boxes, wiring, connectors, fixtures, mounting, controls, and programing,) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-174 Technology Improvements - The contract lump sum price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing and installing the projects Technology Improvements (this work shall include but not limited to furnishing and installing communication infrastructure, structured cabling, network electronics and Wi-fi access points, connection to utility, grounding, conduits, boxes, CAT-6/Fiber/Copper wiring as required, connectors, other listed equipment and coordination with city's IT staff for any required adjustments and modifications for system functionality and operation as need) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid.

A-175 Public Art Area (Allowance) - The contract allowance price shall constitute budgeted compensation for furnishing all labor, materials, tools, equipment, and incidentals, and for performing all work associated with installing various types of pavements, site amenities, planting, irrigation systems, lighting, and sculpture coordination and installation within the public art area, approximately 15,000 square foot in size, at the locations shown on the Drawings and in accordance with the Contract Documents. No additional compensation shall be allowed therefor. Work shall include, but not be limited to, public art sculpture coordination with the design team; site preparation; utility mapping; accessibility planning; sculpture foundation construction; rigging and lifting; alignment and anchoring; and final inspection. Site amenities shall include, but not be limited to, seating areas, trash, recycling, and organic waste receptacles, bike racks, signs, and boulders within the public art area.

A-176 Public Art Sculpture Installation Coordination - The contract lump sum unit price shall constitute full compensation for furnishing all labor and incidentals, and for doing all work

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associated with, coordination with Public Artist regarding the installation of the Public Art Sculpture at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. . All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-177 Pump Track - Payment for concrete pump track at Bike Park (per the standard/detail and type/case, as specified on Detail 04/05/Sheet BP-5.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish of the pump track entry, roller, berm with rollers, double berm with rollers, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-178 Beginner Pump Track - Payment for concrete beginner pump track at Bike Park (per the standard/detail and type/case, as specified on Detail 04/05/Sheet BP-5.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, formwork, placement, structural reinforcement, finish of the pump track entry, roller, berm with rollers, double berm with rollers, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-179 Small Wood Prefabricated Features - Payment for small wood prefabricated features at Bike Park (per the standard/detail and type/case, as specified on Detail 01/02/Sheet BP-5.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all riding surface, anchor, toe plate and footing for small wood prefabricated features, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-180 Wood Kicker Prefabricated Features - Payment for wood kicker prefabricated features at Bike Park (per the standard/detail and type/case, as specified on Detail 03/Sheet BP-5.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all riding surface, anchor, toe plate and footing for kicker prefabricated features, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-181 Large Wood Prefabricated Features - Payment for large wood prefabricated features at Bike Park (per the standard/detail and type/case, as specified on Detail 05/Sheet BP-5.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all riding surface, anchor, toe plate and footing for large wood prefabricated features, and as shown in standard plans and construction details and shall include all other

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incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-182 Wallride Wood Prefabricated Features - Payment for wallride wood prefabricated features at Bike Park (per the standard/detail and type/case, as specified on Detail 04/Sheet BP-

5.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all riding surface, anchor, support and footing for large wood prefabricated features, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-183 Soil Mix (at Bike Park Trails) - Payment for soil mix at Bike Park Trails (per the standard/detail and type/case, as specified on Detail 03/Sheet BP-5.04) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all bike trail soil mix with surface treatment, including but not limited to compacted soil mix with surface treatment, compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-184 Specialty Asphalt Trail - Payment for specialty asphalt trail at Bike Park (per the standard/detail and type/case, as specified on Detail 01-02/Sheet BP-5.04) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all specialty asphalt flatwork, asphalt bond beam, aggregate base, compacted subgrade preparation, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-185 Soil Mix (at Bike Park Paths and Circulation Areas) - Payment for soil mix at Bike Park circulation paths and staging areas (per the standard/detail and type/case, as specified on Detail 03/Sheet BP-5.04) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all soil mix with surface treatment, including but not limited to compacted soil mix with surface treatment, compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-186 Ride Through Tunnel with Precast Concrete Bridge System - Payment for ride through tunnel at Bike Park (per the standard/detail and type/case, as specified on Detail 4/Sheet BP-

5.04, BP-5.06 and BP-5.07) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, backfill, grout, compaction, foundation, precast concrete bridge, cable ties or tie rods, finish grade and material on top and bottom, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work

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items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-187 Amphitheater Seat Wall - Payment for amphitheater seat wall at Bike Park (per the standard/detail and type/case, as specified on Detail 4/Sheet BP-5.03) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, retaining wall, footings, joints, finish materials, rebar, cap, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-188 Retaining Wall - Payment for retaining wall at Bike Park (per the standard/detail and type/case, as specified on Detail 7/Sheet BP-5.03) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and shall include all excavation, subgrade preparation, base preparation, retaining wall, footings, joints, finish materials, rebar, cap, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-189 Bike Repair & Rinse Station on Concrete Pad - Payment for ride through tunnel at Bike Park will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all subgrade preparation, base preparation, bike repair & rinse station, bike rack, air pump, tool and concrete pad, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-190 Starting Gate - Payment for 2 person race starting gate (Pro-Gate Crescent-2) at Bike Park will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all delivery, installing, subbase preparation, foundation, fasters, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-191 Finish Line - Payment for start/finish line at Bike Park will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all subbase preparation, foundation, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-192 Bike Park Rules and Regulations Sign - Payment for Bike Park rules and regulation sign (per the standard/detail and type/case, as specified on Detail 02+03/Sheet BP-5.03) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all subgrade preparation, concrete footing, steel posts, metal sign, finish materials,

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and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-193 Bike Park Wayfinding Sign - Payment for Bike Park wayfinding sign will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all subgrade preparation, concrete footing, finish materials, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-194 Metal Guardrail - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Guardrail at Retaining Walls, including posts with cap, vinyl- coated stainless steel cable secure to post, hardware anchoring, sleeving device, and finishes, (as specified on Detail 6/Sheet L-2.05) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor.

All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-195 Security Fence at Bike Park - The contract unit price per linear foot shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with, furnishing the Security Fence at Bike Park,(as specified on Detail 1/Sheet L-2.04) at the locations shown on the Drawings and in accordance with the Contract Documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-196 Synthetic Turf - Payment for synthetic turf (per the standard/detail and type/case, as specified on Detail 4+6/Sheet BP5.03) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all synthetic turf, nailer board, weed barrier, base course and subgrade preparation, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-197 Concrete Paving - Payment for natural gray concrete paving at Bike Park entry plaza (per the standard/detail and type/case, as specified on Detail 2/Sheet L-2.01) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all concrete flatwork, thickened edge, joints, structural reinforcement, compacted subbase, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-198 Decorative Color Concrete Band - Payment for decorative color concrete band (per the standard/detail and type/case, as specified on Detail 6/Sheet L-2.01) will be paid for at the

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contract unit price per square foot, in accordance with the plans, contract documents, and shall include all paving flatwork, coloring, finishing, structural reinforcement, speed-dowel, joints, and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-199 Gates at Bike Park Entry - Payment for gates at Bike Park entry (per the standard/detail and type/case, as specified on Detail 1/Sheet L-2.08) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all steel post, mesh, wire wireworks fabric, footing, panic bar device, hardware, locks, finishes, foundations, concrete band and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-200 Bike Park Maintenance Gate - Payment for Bike Park maintenance gate (per the standard/detail and type/case, as specified on Detail 3/Sheet L-2.04) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all steel post, mesh, wire wireworks fabric, footing, panic bar device, hardware, locks, finishes, foundations, concrete band and compacted subgrade, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-201 Soil Preparation - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related agronomic Soil Preparation, including testing, coordination with Republic Services for supply and delivery for City of Carlsbad's no cost compost, clearing, ripping, soil banking, amending, to make modifications to existing soil for the preparation of planting areas, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions.

A-202 Bike Park Irrigation (Hydrozone 1) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-203 24" Box Tree - Payment for 24" box tree (per the standard/detail and type/case, as specified on Detail 1+3+5/Sheet L-8.01) will be paid for at the contract unit price per each, in

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accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, staking, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-204 36" Box Tree - Payment for 36" box tree (per the standard/detail and type/case, as specified on Detail 1+3+5/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, staking, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-205 1 Gal. Container Planting - Payment for 1 Gal. Container Planting (per the standard/detail and type/case, as specified on Detail 2/Sheet L-8.01) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and shall include all soil testing and preparation, planting, plant tablet, irrigation connection, and mulch, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-206 Hydroseeded Groundcover - Payment for hydroseeded mixes (per the standard/detail and type/case, as specified on CSI Specifications 32 92 19) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all soil testing and preparation, seed mix, tackifier, and irrigation connection, complete mix types application, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-207 Play Equipment and Installation - Payment for Play Equipment and installation (per the standard/detail and type/case, as specified on Detail Sheet L-2.11 to L2.16) will be paid for at the contract lump sum price, in accordance with the plans, contract documents, and shall include all structural calculation, necessary certification, permitting, installation and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-208 Musical Instruments and installation - Payment for Musical Instruments and Installation (per the standard/detail and type/case, as specified on Detail 25/Sheet L-2.13) will be paid for at the contract lump sum price, in accordance with the plans, contract documents, and shall include all structural calculation, necessary certification, permitting, installation and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

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A-209 Exercise Equipment and Installation - Payment for Exercise Equipment and Installation (per the standard/detail and type/case, as specified on Detail 4-16/Sheet L-2.16) will be paid for at the contract lump sum price, in accordance with the plans, contract documents, and shall include all structural calculation, necessary certification, permitting, installation and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-210 Resilient Surfacing - Payment for resilient surfacing at playgrounds (per the standard/detail and type/case, as specified on Detail 1/Sheet L-2.02) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and shall include all concrete flatwork, structural reinforcement, compacted subbase, base preparation, resilient surfacing flatworks, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-211 Play Surfacing Mound - The contract lump sum price for play surfacing mound at playgrounds (per the standard/detail and type/case, as specified on Detail 4/Sheet L-2.05), in accordance with the plans, contract documents, and shall include all concrete flatwork, structural reinforcement, compacted subbase, base preparation, resilient surfacing flatworks, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-212 Synthetic Turf Mound – The contract lump sum price for synthetic turf mound at playgrounds (per the standard/detail and type/case, as specified on Detail 2/Sheet L-2.05) in accordance with the plans, contract documents, and shall include all concrete flatwork, structural reinforcement, compacted subbase, base preparation, resilient surfacing flatworks, synthetic turf layer, nailer, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-213 Fibar Surfacing - Payment for fibar surfacing at playground fibar surfacing (per the standard/detail and type/case, as specified on Detail 2/Sheet L-2.02) will be paid for at the contract unit price per cubic yard, in accordance with the plans, contract documents, and shall include all base preparation, placement, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for this item.

A-214 Habitat Restoration Site Preparation and Non-Native Species Removal - The contract lump sum price for shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with mitigation areas preparation and non-native invasive species removal within the mitigation and buffer areas, as per the Drawings, Mitigation Plans and in accordance with the contract documents herein, and no

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additional compensation shall be allowed therefor. The work includes, but is not limited to mowing, trimming, herbicide application, decompaction the topsoil.

A-215 Habitat restoration irrigation installation (Hydrozone 7) - The contract square footage price shall constitute full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with construction of all related supply and delivery components within the mitigation and buffer areas, including testing and operation, as shown in the Drawings and in accordance with the contract documents herein, and no additional compensation shall be allowed therefor. All costs of prosecuting the work as described herein shall be included in the Contractors bid. All work shall be done in accordance with the Plans, Specifications and Supplemental Provisions. Please refer to Div 32 Section 84 and related sub sections for additional information.

A-216 Habitat Restoration Planting - The contract lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with furnishing and installing all plant materials within the mitigation and habitat buffer areas , including seeding sourcing or collection, hand seeding, plant protection, and associated items as shown on the Drawings, Mitigation Plans and contract documents herein, and no additional compensation shall be allowed therefor.

A-217 120-Day Establishment Period - The contract lump sum price for 120-Day Plant Maintenance Period shall constitute full compensation for furnishing all labor, materials, materials, tools, equipment, and all other work and incidentals necessary to accomplish the work as specified herein and no additional compensation shall be allowed therefor. The Contractor shall maintain planted areas on a continuous basis as they are completed during the progress of the work and after acceptance of the landscape installation by the Engineer. Upon completion of the maintenance period, a final inspection for acceptance will be performed by the Engineer. If the irrigation and planting are not found acceptable by the Engineer after the time indicated, the maintenance period may be extended at the Contractor’s expense until found acceptable the Engineer. This identified establishment period, within the mitigation and habitat buffer areas, shall be 120 days.

Schedule B - Faraday Avenue Improvements Project
B-1 Mobilization & Demobilization - The Contract lump sum price paid for Mobilization & Demobilization, in accordance with the contract documents, and as described in conformance with the Section 7-3.4, shall include full compensation for providing bonds and insurance, financing, establishing temporary construction yard, moving equipment to the project site for the establishment of facilities necessary for work on the project, applying for and obtaining all required permits, preparing and updating the construction schedule, material submittals, cleanup to the satisfaction of the Engineer, and for all other work and operations which must be performed or costs incurred prior to beginning work on the various contract items, including all related administration throughout its duration, and demobilization. The total price bid for Mobilization & Demobilization shall include the cost of all mobilization and administration for the entire CONTRACT period.

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No separate payments shall be made for re-mobilization due to project phasing.

B-2 Storm Water Pollution Prevention and Erosion Control - Payment for Storm Water Pollution Prevention and Erosion Control shall be at the contract price lump sum, in accordance with the contract documents, and as described in conformance with Section 3-12.6.3, and shall include full compensation for all labor, materials, equipment, and incidentals necessary to determined Risk Level, prepare, develop, furnish, implement, maintain, and update the Storm Water Pollution Prevention Plan and as specified in these Technical Provisions, as required in the Water Pollution Control, Best Management Practices (BMPs) and Storm Water Pollution Prevention Plan (SWPPP), City of Carlsbad requirements and as directed by the City, complete and in place, and no additional compensation will be allowed therefor.

Failure of the Contractor to comply with the Engineer’s requested corrective actions may result in an order to suspend work until the condition is corrected. No additional compensation will be allowed as a result of such suspension.

B-3 Construction Staking, Monument Preservation and Restoration - Payment for Construction Staking, Monument Preservation and Restoration will be paid for at the contract price per lump sum, in accordance with the contract documents, and as described in conformance with Section 3-10 and 400-2, and shall include full compensation for setting final monumentation, preparing maps and filing with the County of San Diego, along with any incidentals to accomplish all the work as specified herein and no additional compensation will be allowed therefore.

B-4 Traffic Control - Full compensation for all work involved in the traffic control plans, Construction Staging, and preparing, attaining City approval, and furnishing Project traffic control, including furnishing, installation, maintaining and removal of temporary barricades, temporary striping, temporary pavement markers, construction signs, warning signs, portable changeable message signs, or any device for the temporary control of traffic or safety of the workers, including flagmen (i.e. all traffic control as required by the City Traffic Engineer), tools, equipment, incidentals, providing notices, asphalt concrete and aggregate base for temporary resurfacing (and its removal), temporary conflicting traffic stripe application and grinded removal, trench steel plate cover installation and removal, and any other safety measures used for the control of traffic, any temporary rerouting of traffic or maintenance of access to properties, during the Project construction period will considered included in the contract lump sum price for Traffic Control, in accordance with the plans, contract documents, and as described in conformance with Section 601, and no additional compensation will be allowed.

B-5 Clearing and Grubbing - Full compensation for conforming to the requirements of Clearing and Grubbing, in accordance with the plans, contract documents, and as described in conformance with Section 300-1, including all labor, tools, equipment, materials and incidentals necessary for accomplishing the work complete and in place, including, but not limited to, haul permits, fees, removal, haul away, and disposal of materials, removal landscape and irrigation, trees, roots, and any other objectionable material not specifically called out as pay item for removal, weed killing, tree trimming, trash vegetation and deleterious debris removal and disposal, within the project construction limits, and shall be considered as included in the

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Contract unit price paid per square foot for Clear and Grub Existing Landscaping and no additional compensation shall be allowed therefore.

All stockpiling of cleared and grubbed material designated by the Contractor for final removal shall be considered incidental to this bid item and no additional compensation shall be allowed.

B-6 AC Pavement Removal (Full Depth) - Payment for Full Depth Existing AC and AB Pavement Section Removal will be paid for at the contract unit price per cubic yard, in accordance with the plans, contract documents, and as described in conformance with Section 401-2, based on field measurement, and shall include the saw cutting, removal and disposal of all existing asphalt concrete and underlying aggregate base materials, to the lines and grades indicated on the contract plans and specifications and shall be considered full compensation for furnishing all labor, tools, equipment, and incidentals to accomplish the work as specified herein and as indicated on the Plans and no additional compensation shall be allowed therefore.

B-7 Remove Existing Concrete Curb and Gutter - Payment for PCC Curb & Gutter Removal shall be per linear foot, in accordance with the plans, contract documents, and as described in conformance with Section 401-3, and shall include saw cutting related to existing curb and gutter removal, removing existing improvements, disposal, and all other incidentals, labor, equipment, and work items as required to complete the work in place.

Complete removal of underlying subgrade or base (if any) shall be included no additional compensation shall be allowed therefore.

B-8 Remove Existing Concrete Sidewalk - Payment for PCC Sidewalk Removal shall be at the contract unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 401-3, and shall include full compensation for furnishing all labor, materials, tools, equipment, removals, disposal, and incidentals and for doing all the work involved complete in place, including saw cutting, breaking, removal, hauling, and disposal, of the full sidewalk section, including ADA ramps and associated tactile warning surfaces, both existing concrete and underlying base (as applicable), backfilling, and as shown on the Plans, as specified in the Standard Specifications and these Technical Provisions, and as directed by the Engineer.

No additional payment for restoration of adjacent trees, roots, grass, and parkway, to remain-in-place, but damaged by the Contractor during construction, shall be made.

B-9 Remove Existing Concrete Median Curb - Payment for PCC Median Curb Removal shall be per linear foot, in accordance with the plans, contract documents, and as described in conformance with Section 401-3, and shall include saw cutting related to existing curb removal, removing existing improvements, disposal, and all other incidentals, labor, equipment, and work items as required to complete the work in place.

Complete removal of underlying subgrade or base (if any) shall be included no additional compensation shall be allowed therefore.

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No additional payment for restoration of adjacent trees, roots, grass, and parkway, to remain-in-place, but damaged by the Contractor during construction, shall be made.

B-10 Remove Existing Concrete Median - Payment for PCC Median Removal shall be at the contract unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 401-3, and shall include full compensation for furnishing all labor, materials, tools, equipment, removals, disposal, and incidentals and for doing all the work involved complete in place, including saw cutting, breaking, removal, hauling, and disposal, of the full median section, including both existing concrete and underlying base (as applicable), backfilling, and as shown on the Plans, as specified in the Standard Specifications and these Technical Provisions, and as directed by the Engineer, and no additional compensation shall be allowed therefore.

B-11 Remove and Relocate (with new) Street Lighting Junction Box - Payment for Remove and Relocate Street Lighting Junction Box shall be at the contract unit price per each and shall be considered full compensation for all labor, materials, tools, equipment, including excavation / trenching, backfill, compaction, removals, trench repair, furnishing and installing new junction box, conduit, wiring, pull rope, couplers / couplings to reconnect existing conduit runs, all appurtenances, coordination with utility Owner, and incidentals and for doing the work involved for removing existing junction box and installing with new junction box, complete in place, as shown on the Plans, as specified in the Standard Specifications and these Technical Provisions, and as directed by the Engineer.

The 1" Conduit and Electrical Line, connect to existing pull box and proposed junction box, and Relocation of Street Light Junction Box, couplers to ex conduit to maintain service, will be included in Remove and Relocate Street Lighting Junction Box and no additional compensation shall be allowed therefore.

B-12 Remove and Reset Existing Conflicting Irrigation Equipment - Payment for Remove and Reset Existing Conflicting Irrigation Equipment shall be at the contract lump sum price shown in the Bid and shall include full compensation for furnishing all labor, tools, materials, equipment, and work involved including, but not be limited to backfill materials, relocating conflicting irrigation equipment that is moveable, and if not relocate-able, furnishing and installing in-kind irrigation appurtenances, which may include, but not limited to: pipes, fittings, sprinklers, valves, automatic control valves, controllers, valve boxes, drain valves, hose bib valves, operating wrenches, riser assemblies, fertilizer injection system, trenching, direct burial wires, electrical connections, wiring and other appurtenances, piping, connections, coordination with City, testing, cleanup, and adjustments necessary for a complete operating system, ready for immediate use upon completion.

B-13 Asphalt Concrete (AC) Pavement - Payment for Asphalt Concrete (AC) shall be per Ton unit price, in accordance with the plans, contract documents, and as described in conformance with Section 203-6 & 302-5, and shall include asphalt concrete for the surface and the base courses. No separate measurement and payment shall be made for subgrade preparation or asphalt tack coat, or pavement joints. The above contract price and payment shall include full

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compensation for furnishing all labor, materials, tools, equipment, cleaning, transportation, compaction, and incidentals, and for doing all the work involved, complete as detailed.

B-14 Remove Existing Concrete Sidewalk PCC Pavement – Payment for PCC Pavement (per thickness specified) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 201 and 303-5, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, concrete, and as shown in Plans and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

No additional compensation shall be included for saw cutting, slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the concrete construction, along the pavement edge, but shall be included in the cost of PCC Pavement (per thickness specified).

B-15 Aggregate Base (AB), Class 2 - Payment for Class 2 Aggregate Base (AB) shall be at the contract unit price per cubic yard, in accordance with the plans, contract documents, and as described in conformance with Section 200-2 & 301-2, and shall be considered full compensation for furnishing all labor, tools, equipment, water for compaction, and shall include transporting, subgrade preparation, herbicide, compaction, and incidentals to accomplish the work as specified herein and as indicated on the Plans and no additional compensation shall be allowed.

B-16 Slurry Seal - Payment for Slurry Seal (per type specified) shall be at the contract unit price per square yard, in accordance with the plans, contract documents, and as described in conformance with Section 203-5 & 302-4, for slurry sealing roadway pavement and shall be considered full compensation for furnishing all labor, tools, equipment, and shall include water, asphalt emulsion, aggregate, sweeping and vacuuming, cleaning, crack sealing, hauling, and incidentals to accomplish the work as specified herein and as indicated on the Plans and no additional compensation shall be allowed.

B-17 Sidewalk - Payment for 4” PCC Sidewalk (per the standards specified) will be paid at the unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 & 303-5. Quantities will be measured from the back of the curb to the back of the walk, and between adjacent concrete improvements covered by separate items in the bid, such as curb ramps and retaining curbs. The contract unit prices paid for work shall include full compensation for furnishing all labor, materials, tools, equipment, delivery, joints, forms, curing, finishes, scoring, subgrade preparation, and incidentals as identified on the drawings and in these Technical Provisions, complete, in-place, and doing all the work involved and providing any specialty tools as required. No additional compensation shall be included for protection of existing trees, parkway restoration, and repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

No additional compensation shall be included for grading and backfilling, with Class 2 aggregate base (AB), to bring the resultant void to proposed subgrade elevations prior to constructing PCC Sidewalk.

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B-18 Curb and Gutter - Payment for Curb and Gutter (per designated type, height, and standard drawing) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 & 303-5, and shall include all saw cutting, forms, joints, finishes, curing, backfill, subgrade preparation, base preparation, and all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for saw cutting, replacement of damaged curb, curb slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the construction of curb, or for repairing or replacing adjacent parkway areas excavated or damaged for the placement of forms or extruder machinery, but shall be included in the cost of Curb and Gutter (per designated type, height, and standard drawing).

Payment for curb and gutter transitions, to match adjacent curbs and gutters will be measured and paid for as Curb and Gutter.

B-19 Median Curb - Payment for Type B-1 6" PCC Median Curb per SDRSD G-6 will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 & 303-5, and shall include all saw cutting, forms, joints, curing, finishes and keyways, backfill, underlying 6” thick of aggregate base, base preparation, subgrade preparation, doweling, painting of colored curb (top and face), and all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for saw cutting, replacement of damaged curb, curb slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the construction of curb, or for repairing or replacing adjacent parkway areas excavated or damaged for the placement of forms or extruder machinery, but shall be included in the cost of Type B-1 6" PCC Median Curb per SDRSD G-6.

Payment for curb height transitions, to match adjacent median curbs, and median Curb Openings will be measured and paid for as Type B-1 6" PCC Median Curb per SDRSD G-6.

B-20 Concrete Safety Strip - Payment for 4" Concrete Safety Strip will be paid for at the contract unit price per square foot, with 4” thick concrete, in accordance with the plans, contract documents, and as described in conformance with Section 201-1, 303-5, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, curing, and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

B-21 PCC Median - Payment for 4” PCC Median will be paid for at the contract unit price per square foot, with 4” thick concrete, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 and 303-5 and shall include all saw cutting, excavation, backfill, compaction, base preparation, subgrade preparation, forms, joints, concrete, matching existing color and etching / finishes, curing, and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be

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included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

B-22 Curb Ramp - Payment for Curb Ramp (per the standard/detail and type/case, as specified) will be paid for at the contract unit price per each, in accordance with the plans, contract documents, and as described in conformance with Section 201-1 & 303-5, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, curing, detectable warning tiles / truncated domes, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

The Curb Ramp shall include construction of concrete ramp, detectable warning tiles, adjacent monolithic side curbs (as applicable) and flares (as applicable).

Payment for Detectable Warning Tiles / Truncated Domes, within the curb ramp, shall be included in the price for curb ramp and shall be considered full compensation for casting Detectable Warning Tiles Truncated Domes in place, all labor, materials, including tile, tools, equipment and incidentals to accomplish the work as specified herein and no additional compensation shall be allowed.

Curb and gutter transitions, at the edge of pavement, for the construction of PCC curb ramps will be measured and paid for as curb ramp.

B-23 PCC Cross Gutter – Payment for PCC Cross Gutter (per standard drawing specified) will be paid for at the contract unit price per square foot, in accordance with the plans, contract documents, and as described in conformance with Section 200-2, 201, 301-2, and 303-5, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, concrete, and as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.
6-inches thick of Class 2 aggregate base (AB) beneath the gutter shall be included in the cost for the PCC Cross Gutter (per standard drawing specified) and no additional compensation shall be allowed therefore.

No additional compensation shall be included for saw cutting, slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the concrete construction, along the roadway pavement edge, but shall be included in the cost of PCC Cross Gutter (per standard drawing specified).

B-24 Brow Ditch – Payment for Brow Ditch (per type, standard drawing, and concrete compressive strength modification specified) will be paid for at the contract unit price per linear foot, in accordance with the plans, contract documents, and as described in conformance with Section 201, 301-2, and 303-5, and shall include all saw cutting, backfill, base preparation, subgrade preparation, forms, joints, finishes, concrete, thickened edges, welded wire mesh, and

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as shown in standard plans and construction details and shall include all other incidentals, labor, materials, equipment, and work items. No additional compensation shall be included for repairing, restoring, or replacing adjacent areas excavated or damaged for the placement of forms.

No additional compensation shall be included for saw cutting, slot asphalt patch back, or for additional pavement removal and replacement for fitting in extruder machinery or forms during the concrete construction, along the roadway pavement edge, but shall be included in the cost of for Brow Ditch (per type, standard drawing, and modification specified).

B-25 Signing and Striping - Payment for Signing and Striping shall be made at the contract price per lump sum, in accordance with the plans, contract documents, and as described in conformance with Section 206, 214, 314, & 315, and shall include full compensation for furnishing all materials, labor, tools, equipment, including installation of pavement striping and symbols, including removals of existing pavement markings, markers, and signage; installing pavement markings, bike lane markings, reflective beading, reflective pavement markers, including blue fire hydrant reflective pavement markers; signage, hardware, mounting fasteners, foundations, posts; excavation, backfill, compaction; and for furnishing all labor, materials, tools, equipment, cleaning, and incidentals, and for doing all the work involved, complete as detailed, and no additional compensation will be allowed therefore.

Schedule C - Habitat Restoration

C-1 Habitat restoration five year Maintenance and monitoring - The contract lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with 5-year maintenance and monitoring within the mitigation and habitat buffer area, including but not limited to quantitative monitoring, reporting, non-native and invasive spices control/removal, and associated items as shown on the Drawings, Mitigation Plans and contract documents herein, and no additional compensation shall be allowed therefor.

C-2 Removal irrigation system after five years - The contract lump sum price and shall include full compensation for furnishing all labor, materials, tools, equipment and incidentals, and for doing all work associated with the salvaging and removal of the temporary irrigation system materials within the mitigation and habitat buffer areas, and no additional compensation shall be allowed therefor.

1.03 SUBMITTALS
a. Informational Submittals:

1. Schedule of Values: Submit on Agency’s form.

2. Schedule of Estimated Progress Payments:
i. Submit with initially acceptable Schedule of Values. ii. Submit adjustments thereto with Application for Payment.

3. Application for Payment.

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4. Final Application for Payment.

1.04 CASH ALLOWANCES

NO CASH ALLOWANCES

1.05 SCHEDULE OF VALUES (SOV)
a. The Contractor shall prepare a separate SOV for each schedule of the Work under the Contract.
b. Upon request of the Engineer, the Contractor shall provide documentation to support the accuracy of the SOV.
c. The Contractor shall prepare and submit to the Engineer for review a SOV within the time specified in the Contract Documents.
d. When requested by the Engineer, the SOV shall divide each lump sum Bid item into its respective activities as listed in the Construction Schedule, and the sum of the costs apportioned to the activities comprising the Bid item shall equal the Bid item price. The Contractor shall add additional detail to the SOV when, in the opinion of the Engineer, such detail is necessary to represent the basis for payment. The Contractor shall submit to the Engineer a corrected Schedule of Values within 7 working Days of the Engineer’s request.
e. The Contractor shall make adjustments to the approved SOV to account for Change Orders or Extra Work. The SOV entries for adjustments so made shall be approved by the Engineer.
f. The Contractor shall submit a revised SOV with each payment request. g. Payment for the preparation of or revisions to the SOV shall be included in the Contract Price and no additional payment will be made therefor.
h. Unit Price Work: Must reflect unit price quantity and price breakdown from conformed Bid Form.
i. Lump Sum Work:

1. Must reflect specified cash and contingency allowances and alternates, as applicable.

2. List bonds and insurance premiums, mobilization, demobilization, preliminary and detailed progress schedule preparation, equipment testing, temporary facilities and controls, facility startup, and Contract closeout separately. i. Temporary Facilities and Controls includes at minimum, items identified in Section 01 50 00, Temporary Facilities and Controls.
ii. Include item(s) for monthly progress schedule update and maintenance of Construction Manager’s trailer.

3. Break down by Division 02 through 49 with appropriate subdivision of each specification for each Project facility.
j. An unbalanced or front-end loaded schedule will not be acceptable.

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k. Summation of the complete SOV representing all the Work shall equal the Contract Price. l. The Contractor shall submit SOV electronically in a spreadsheet format compatible with latest version of MS Excel.

1.06 SCHEDULE OF ESTIMATED PROGRESS PAYMENTS
a. Show estimated payment requests throughout Contract Times aggregating initial Contract Price.
b. Base estimated progress payments on initially acceptable progress schedule. Adjust to reflect subsequent adjustments in progress schedule and Contract Price as reflected by modifications to the Contract Documents.

1.07 APPLICATION FOR PAYMENT
a. Transmittal Summary Form: Attach 1 Summary Form with each detailed Application for Payment for each schedule and include Request for Payment of Materials and Equipment on Hand as applicable. Execute certification by authorized officer of Contractor. b. Use detailed Application for Payment Form provided by Engineer. c. Provide separate form for each schedule as applicable. d. Include accepted Schedule of Values for each schedule or portion of lump sum Work and the unit price breakdown for the Work to be paid on a unit priced basis. e. Include separate line item for each Change Order and Work Change Directive executed prior to date of submission. Provide further breakdown of such as requested by Engineer. f. Preparation:

1. Round values to nearest dollar.

2. Submit Application for Payment, including a Transmittal Summary Form and detailed Application for Payment Form(s) for each schedule as applicable and such supporting data as may be requested by Engineer.

1.08 PAYMENT
a. Transmittal Summary Form: Attach 1 Summary Form with each detailed Application for Payment for each schedule . Execute certification by authorized officer of Contractor. b. Each month, the Engineer will make an approximate measurement of the Work performed to the closure date as basis for making monthly progress payments. The estimated value will be based on Contract Unit Prices, completed Change Order Work.

Progress payments shall be made no later than 30 Calendar Days after the closure date.

Five Working Days following the closure date, the Engineer shall complete the detailed progress pay estimate and submit it to the Contractor for the Contractor’s information.

Should the Contractor assert that additional payment is due, the Contractor shall within 10 Calendar Days of receipt of the progress estimate, submit a supplemental payment request to the Engineer with adequate justification supporting the amount of supplemental payment request. Upon receipt of the supplemental payment request, the Engineer shall, as soon as practicable after receipt, determine whether the supplemental payment request is a proper payment request. If the Engineer determines that the

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supplemental payment request is not proper, then the request shall be returned to the Contractor as soon as practicable, but not later than 7 Calendar Days after receipt. The returned request shall be accompanied by a document setting forth in writing the reasons why the supplemental payment request was not proper. Consistent with Public Contract Code Section 20104.50, the Agency shall make payments within 30 Calendar Days after receipt of an undisputed and properly submitted supplemental payment request from the Contractor. If payment of the undisputed supplemental payment request is not made within 30 Calendar Days after receipt by the Engineer, then the Agency shall pay interest to the Contractor equivalent to the legal rate set forth in subdivision (a) of Code of Civil Procedure Code Section 685.010.
c. After final inspection, the Engineer will make a Final Payment Estimate and process a corresponding payment. This estimate will be in writing and shall be for the total amount owed the Contractor as determined by the Engineer and shall be itemized by the Contract Bid item and Change Order item with quantities and payment amounts and shall show all deductions made or to be made for prior payments and amounts to be deducted under provisions of the Contract. All prior estimates and progress payments shall be subject to correction in the Final Payment Estimate.
d. The Contractor shall have 30 Calendar Days from receipt of the Final Payment Estimate to make a written statement disputing any Bid item or Change Order item quantity or payment amount. The Contractor shall provide all documentation at the time of submitting the statement supporting its position. Should the Contractor fail to submit the statement and supporting documentation within the time specified, the Contractor acknowledges that full and final payment has been made for all Contract Bid items and Change Order items.
e. If the Contractor submits a written statement with documentation in the aforementioned time, the Engineer will review the disputed item within 30 Calendar Days and make any appropriate adjustments on the Final Payment. Remaining disputed quantities or amounts not approved by the Engineer will be subject to resolution as specified in Section 2-10, Disputed Work.
f. The written statement filed by the Contractor shall be in sufficient detail to enable the Engineer to ascertain the basis and amount of the disputed items. The Engineer will consider the merits of the Contractor’s claims. It will be the responsibility of the Contractor to furnish within a reasonable time such further information and details as may be required by the Engineer to determine the facts or contentions involved in its claims. Failure to submit such information and details will be sufficient cause for denying payment for the disputed items.

1.09 MOBILIZATION & DEMOBILIZATION
Payment for mobilization, demobilization, and preparatory Work will be made at the stipulated lump-sum price Bid therefore in the Bid Schedule and includes full compensation for furnishing all insurance, bonds, licenses, labor, materials, utilities, tools, equipment and incidentals, and for doing all the Work involved in mobilization, demobilization, and

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preparatory Work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies, and incidental to preparing to conduct Work on and off the Project Site and other offsite facilities necessary for Work on the Project; for all other facilities, sureties, Work and operations which must be performed or costs incurred prior to beginning Work on various Contract items on or off the Project Site, excepting those specifically paid for under separate sections of these Specifications. The Contractor agrees that the stipulated lump sum amount is sufficient for mobilization, demobilization and preparatory Work, as described in this section, and that the Contractor shall have no right to additional compensation for mobilization, demobilization, and preparatory Work. a. Progress payments for mobilization and preparatory Work will be made as follows: For the first progress payment (after the issuance of the Notice to Proceed), 50% of the amount Bid for mobilization and preparatory Work will be allowed. For the second progress payment, an additional 25% of the amount Bid for mobilization and preparatory Work will be allowed. For the final progress payment, an additional 25% will be allowed for demobilization. Mobilization shall include preparatory Work and operations, including, but not limited to, those necessary for the movement of personnel, equipment, supplies and incidentals to the Project Site, for the establishment of all offices, buildings and other facilities necessary for the Work, sureties and for all other Work and operations which must be performed or costs incurred prior to beginning and after completion of the Work excepting those specifically paid for under a separate Bid item. The dismantling and removal of temporary facilities, equipment, materials, construction waste and personnel shall be included in the final payment for demobilization. b. When a Bid item has been provided for “Mobilization & Demobilization,” the amount of the Bid item price shall not exceed 1% of the Contract Price. If the Bid item for “Mobilization” exceeds 1% of the Contract Price, the portion above 1% of the Contract Price shall be paid as a part of the Final Payment.

1.09 EXCAVATION AND TRENCHING
a. The unit or lump sum price Bid for each item of Work which involves excavation or trenching shall be based on and shall include earth excavation throughout, from and below the ground surface to the trench bottom or concrete or structure subgrade as excavated, regardless of the location, extent, or quantity of rock which may be encountered; such price shall further include, as a subsidiary obligation of Contractor, the full cost of all rock excavation Work performed outside the specified or indicated pay limits. Payment for the additional cost of rock excavation Work over and above that of earth excavation within the specified or indicated pay limits will be made as specified below.
b. Trenching

1. For Gravity Sewers. Trenching for gravity sewers shall be measured on a classified depth basis for each size of pipe regardless of the width of trench. The unit price Bid for each such classified depth of trench and size of pipe shall include all Work required by the Contract Documents in connection with trenching and backfilling operations and not otherwise stipulated to be paid for separately.

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2. Trenches shall be measured for payment horizontally between centers of all new manholes and to the outer wall face of structures and existing manholes at the points of connection thereto.

3. Trench depth shall be the vertical distance between the elevation of the original ground surface (above the longitudinal center line of the pipeline) and the invert grade of the pipeline, at the point of trench depth determination.

4. Payment for rock excavation within the specified or indicated pay limits will be made as specified below.
c. Structure Excavation. All excavation Work required for structures, not otherwise paid for as trenching, shall be considered to be a subsidiary obligation of Contractor and the cost of such excavation shall be included in the prices Bid for the structures. d. Drainage Ditch Excavation. Direct payment shall be made for all excavation for drainage ditches from sewer outlets, blowoff valves and drains, and similar excavation outside the excavation limits for trenches and structures, at the Contract Unit Price per cubic yard (cubic meter) of excavation. Measurement shall be from the original ground surface elevations determined before starting excavation to specified or otherwise authorized bottom elevations, grades, widths, and side slopes, as determined by Engineer. e. Rock Excavation. The price Bid for each item of Work involving excavation shall be based on and shall include earth excavation throughout. The unit price Bid for each item of rock excavation shall include the additional cost only of the removal and subsequent handling of such rock, over and above that of earth excavation. Rock excavation shall be measured within and to pay limits as follows, and payment shall be made at the applicable unit price:

1. Below the top rock surface, as determined by surveys or other measurements made after stripping and before blasting, or, when preshooting is permitted, as determined and agreed to by Contractor and Engineer after preshooting and stripping.

2. Above the bottom surface of the rock, where such surface is above the specified bottom pay limits.

3. Above planes which are the following distances below and parallel to the bottom of the pipe:

Pipe Size (Inches) Pipe Clearance (feet)
12 or smaller 0.50
14 to 27 0.75
30 to 60 1.00
66 or larger 1.25

4. Above authorized structure subgrades.

5. Between vertical planes separated by a horizontal distance equal to the minimum trench width permitted for the size and type of pipe being installed.

6. To vertical surfaces 12 inches [300 mm] outside the outer faces of masonry manholes, 2 feet [600 mm] outside the outer faces of structures poured against

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forms, and to the pay limits for concrete on concrete items poured directly against the excavation faces.

7. All rock excavation pay quantities shall be based on the volume of the excavated material in its original and undisturbed condition.

1.11 PIPELINES

1.01 PIPELINES.

A.

1.12 SEWERS
a. Sewers will be measured for payment on a horizontal plane after installation, through all line manholes, to the centers of new manholes, and through the walls of structures and existing manholes at the points of connection.
b. Sewer pipe in tunneled or jacked railroad, highway, or street crossings will not be measured separately and shall be included in the unit prices for the crossings. c. The unit price Bid for pipe of each designated kind and size shall cover all installation and shall include all trenching and backfill, pipe, fittings, jointing materials, pipe laying, pipe embedment including furnishing embedment materials, and all bell hole excavation. d. Tee-Branches and Other Fittings. The price for tee-branches and other fittings shall be included in the cost of the horizontal plan installation.. e. Connections to existing sewer lines shall be paid for separately at the lump sum prices Bid. Such payment shall be full compensation for necessary cutting, shaping, plugging, reshaping of existing invert, diversion of flow, completing the connection as required, and excavation Work not otherwise paid for as trenching.

1.13 PIPELINES
a. Pipelines which are to be paid for on a unit price basis shall be measured for payment, after installation, on the basis of the pipeline stationing as determined by the pipeline installation surveys, with all stations carefully measured. b. The measurement of the length of each line or run of pipe of each size shall begin and end at:

1. The end of the pipe, where not connected to any other pipe, fitting, or special under this Contract.

2. The point of connection to any pipe or fitting installed under another Contract for this Project.

3. The point of connection with the item limit of any lump sum Bid item which includes the pipe.

4. The center line intersection of runs and branches of tees, crosses, and Y-branches not included in lump sum items, where branch or connecting lines are constructed under this Contract.

5. The measurement of each line or run of pipe of each size which is to be paid for on a unit price basis shall be made continuous through all valves, fittings, and

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specials installed between the ends of each such line; except that the laying lengths of reducers and increasers shall be divided equally between the connected pipe sizes.
c. ) Pavement Removal and Replacement. Pavement removal and replacement shall be measured for payment horizontally along the center line of the pipe, through manholes, and to the edge of the existing pavement; or, where the edge of the existing pavement is not clearly defined, to the edge of the pavement replacement. The width of pavement replacement will not be measured or taken into account in payment.

1. The unit prices Bid for pavement removal and replacement shall include all costs in connection with the removal and replacement, including cutting, removal, and disposal of old pavement; construction of new pavement; and all extra compaction effort required for backfill beneath pavement. d. Sidewalk Removal and Replacement. The unit prices per square foot Bid for sidewalk removal and replacement shall include all costs involved in cutting and removing sidewalks, and all labor and materials required to replace the sidewalks to the nearest joint.

1. Measurement for payment for sidewalk removal and replacement shall be on a foot basis and shall include only the area actually removed and replaced, between joints, over the pipeline trench.

2. All costs involved in repairing or removal and replacement of existing sidewalks outside the specified pay limits, where damaged during the construction operations, shall be considered a subsidiary obligation of Contractor and shall be borne by Contractor.

1.14 MISCELLANEOUS CONCRETE
a. Concrete for encasement or blocking of pipe and fittings not included as parts of manholes and other structures will be measured for payment as the actual volume of concrete placed within the limits as indicated or specified. b. Concrete for arch encasement of pipe shall be computed using the dimensions shown in the Engineering Standards
c. Concrete for total encasement shall be computed using the maximum allowable trench width (or pipe OD plus 24 inches [where no maximum is specified]), the minimum clear depth below the pipe, and the minimum cover over the pipe, less the volume occupied by the pipe itself.
d. Concrete for reaction blocking, except blocking behind and under fire hydrants, shall be computed using the dimensions indicated on the drawings for such blocking, unless otherwise authorized by Engineer. Direct payment shall not be made for blocking behind and under fire hydrants.
e. Unless otherwise authorized by Engineer, all additional concrete for encasement or blocking required outside the specified pay limits will be considered a subsidiary obligation of Contractor and no direct payment shall be made therefor.

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f. All concrete which is required in connection with manholes or structures, pavement or sidewalk replacement, and other pay items shall be included in the lump sum or unit price Bid for the pay item.
g. The unit price Bid for miscellaneous concrete shall include concrete, reinforcing steel, forms, finishing, curing, and all other Work or materials required to complete the concrete Work.

PART 2 PRODUCTS (NOT USED)
PART 3 EXECUTION (NOT USED)

END OF SECTION

01 26 13 REQUESTS FOR INFORMATION Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023

01 26 13 REQUESTS FOR INFORMATION
PART 1 – GENERAL

1.1 DEFINITIONS
A. Request for Information: A document submitted by the Contractor requesting clarification of a portion of the Contract Documents, hereinafter referred to as an RFI.

B. All documents to be submitted on PROCORE see section 01 31 00 – Project Management and Coordination.

1.2 CONTRACTOR'S REQUESTS FOR INFORMATION (RFIs)
A. Contractor's Requests for Information (RFIs): Should Contractor be unable to determine from the Contract Documents the exact material, process, or system to be installed; or when the elements of construction are required to occupy the same space (interference); or when an item of Work is described differently at more than one place in the Contract Documents; the Contractor shall request that the Owner’s Representative make an interpretation of the requirements of the Contract Documents to resolve such matters.

Contractor shall comply with procedures specified herein to make Requests for Information (RFIs).

B. Submission of RFIs: Use appropriate form for post-bid inquiry. Make submission to Engineer with copy to Owner’s Representative.

1. Fields shall be completely filled in with all required information associated with the request. Incomplete forms will be rejected.

3. Each RFI shall be given a discrete, consecutive number.

4. Each page of the RFI and each attachments to the RFI shall bear the Project name, Project number, date, RFI number and a descriptive title.

5. Contractor shall sign all RFIs attesting to good faith effort to determine from the Contract Documents the information requested for interpretation. Frivolous RFIs shall be subject to reimbursement from Contractor to Owner for fees charged by Owner’s Representative, Owner’s Representative's consultants and other design professionals engaged by Owner’s Representative.

C. Subcontractor-Initiated and Supplier-Initiated RFIs: RFIs from subcontractors and material suppliers shall be submitted through, be reviewed by, and be attached to an RFI prepared, signed, and submitted by Contractor. RFIs submitted directly by subcontractors or material suppliers will be returned unanswered to the Contractor.

1. Contractor shall review all subcontractor- and supplier-initiated RFIs and take actions to resolve issues of coordination, sequencing, and layout of the Work.

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2. RFIs submitted to request clarification of issues related to means, methods, techniques, and sequences of construction or for establishing trade jurisdictions and scopes of subcontracts will be returned without interpretation. Such issues are solely the Contractor's responsibility.

3. Contractor shall be responsible for delays resulting from the necessity to resubmit an RFI due to insufficient or incorrect information presented in the RFI.

D. Requested Information: Contractor shall carefully examine the Contract Documents to ensure that information sufficient for interpretation of requirements of the Contract Documents is not included. RFIs that request interpretation of requirements clearly indicated in the Contract Documents will be returned without interpretation.

1. In all cases in which RFIs are issued to request clarification of issues related to means, methods, techniques and sequences of construction, for example, pipe and duct routing, clearances, specific locations of Work shown diagrammatically, apparent interferences and similar items, the Contractor shall furnish all information required for the Owner’s Representative to analyze and/or understand the circumstances causing the RFI and prepare a clarification or direction as to how the Contractor shall proceed.

2. If information included with this type RFI by the Contractor is insufficient, the RFI will be returned unanswered.

E. Unacceptable Uses for RFIs: RFIs shall not be used for the following purposes:

1. To request approval of submittals (use procedure specified in Section 01 33 00 – Submittals Procedures).

2. To request approval of substitutions (refer to Section 01 60 00 – Product Requirements).

3. To request changes that entail change in Contract Time and Contract Sum (comply with provisions of the General Provisions of the Contract, as discussed in detail during pre- construction meeting).

4. To request different methods of performing Work than those indicated in the Contract Drawings and Specifications (comply with provisions of the General Provisions of the Contract).

F. Disputed Requirements: In the event the Contractor believes that a clarification by the Owner’s Representative results in additional cost or time, Contractor shall not proceed with the Work indicated by the RFI until authorized to proceed by the Engineer and claims, if any, are resolved in accordance with provisions in the General Provisions of the Contract.

G. RFI Log: Contractor shall prepare and maintain a log of RFIs, and at any time requested by the Owner’s Representative, the Contractor shall furnish copies of the log showing all outstanding RFIs.

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H. Review Time: Owner’s Representative will return RFIs to Contractor within 5 to 10 Working Days of receipt. RFIs received after 4 p.m. shall be considered received on the next regular working day for the purpose of establishing the start of the response period.

PART 2 – PRODUCTS (NOT USED)
PART 3 – EXECUTION (NOT USED)

END OF SECTION

01 31 00 PROJECT MANAGEMENT AND COORDINATION Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023

01 31 00 PROJECT MANAGEMENT AND COORDINATION
PART 1 CONSTRUCTION MANAGEMENT SOFTWARE (PROCORE)

1.01 PROCORE PROJECT MANAGEMENT AND COLLABORATION SYSTEM SUMMARY a. Contractor shall use the owner provided project management collaboration software Procore ( www.procore.com) to submit, track, distribute and collaborate on project documentation and action items.
b. The intent of utilizing a web-based construction management application is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non- productive activities, reducing rework and decreasing turnaround times.
c. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents.

1.02 SOFTWARE CAPABILITIES (including but not limited to) a. Daily Log
i. Provide daily log entry from web and mobile with automatic capture of daily weather conditions.
ii. Provide ability to attach photographs to entries directly from mobile. iii. Provide reporting capabilities to easily report on man-hours and activities for a certain time frame and contractor.
b. Dashboards
i. Provide a dashboard that shows the status of all currently assigned items with drill down capability to see the subject, assignee and due date of each item. c. Deficiency Tracking
i. Provide a means for recording, assigning and confirming completion of any deficiency or observation noted during the course of construction. Must be accessible from web and mobile.
d. Directory
i. Provide a directory of all team member’s contact information that is accessible from web and mobile.
e. Documents
i. Provide a storage location for miscellaneous project documents with the ability to have a folder hierarchy and privacy settings on folders. ii. There should not be a storage limit.
iii. Provide download tracking.
iv. Provide the ability to revision and check out files, with access to all previous

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revisions.
f. Drawings
i. Provide access to a system maintained current set of drawings on web and mobile, with access to all previous revisions as well.
ii. Provide automatic hyperlinking capability for detail callouts. iii. Provide drawing markup capabilities on web and mobile. iv. Provide ability to link RFIs, Submittals, Punchlist Items, Photos and Project Documents to the drawings.
v. Drawing Markups should be carried forward when new revisions are uploaded. vi. Markups and linked documentation should be able to be public or private. g. Financial Management
i. Provide ability to manage contracts, payment applications and change orders through the software.
ii. Provide ability to view contracts and change orders from web and mobile. h. Inspections
i. Provide ability to create inspections from web and mobile. ii. Provide ability to create a deficiency item from an inspection that can be assigned and tracked to completion.
i. Meetings
i. Provide ability to create, edit and view meeting minutes from web and mobile. ii. Provide ability to create action items with assignees and due dates from a meeting item.
j. Mobile Accessibility
i. Provide native mobile applications for iOS and Android phones at least one on- site individual to provide real-time access to provide access to relevant project documentation, including as-built versions of Drawings and Specifications, RFIs, submittals, schedules, change orders, even when there is no internet access.

Providing mobile access will improve communication, efficiency, and productivity for all parties.
k. Photos
i. Provide ability to upload and view photos from web and mobile. ii. Provide ability to markup photos from mobile to clarify anything important in the photo.
iii. Provide ability to link photos to specific locations on drawings.

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l. Punchlist
i. Provide ability to create punchlist items from web and mobile and link them to specific locations on the drawings.
ii. Provide ability to distribute punch list items to all contractors, for contractors to mark them as resolved with photographic proof of resolution via mobile, and for the items to be marked as complete via mobile or web.
m. Requests for Information (RFIs)
i. Provide ability to create RFIs with assignees, due dates and attachments. ii. Provide ability for assignees to respond to RFIs both via the software and by responding to the system generated email.
iii. Provide an auto-generated log of all RFIs.
n. Schedule
i. Provide ability to display schedules from typical scheduling software such as Microsoft Project, Primavera P3, Primavera P6 or Asta Powerproject. o. Specifications
i. Provide ability to upload project specifications and manage them at the individual specification level.
ii. Provide ability to view and search specifications on web and mobile. iii. Provide ability to upload revisions to individual specifications and maintain all revision history.
iv. Provide an auto-generated current specification log that provides access to the current version of each specification.
v. Provide ability to link specifications to submittals and view the specification from the submittal.
p. Submittals
i. Provide ability to upload a submittal register of all expected submittals. ii. Provide ability to create multi-step approval workflows for submittals, with reminder notifications for the current assignee.
iii. Provide the ability to upload any file type without size restrictions. iv. Provide an auto-generated submittal log.

1.03 TECHNOLOGY
a. Fully web based with mobile apps for Windows, iOS and Android phones. b. Accessible without logging in through a virtual private network (VPN). c. Works on the current version of Internet Explorer, Google Chrome, Mozilla Firefox

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and Apple Safari browsers.
d. Can generate emails automatically, and all attachments are included in the emails via download links to avoid emails not being delivered due to size. e. PDF output of forms such as RFIs, Submittals, Meetings, Change Orders, etc. should be available and customizable.

1.04 TRAINING AND SUPPORT
a. The Contractor is required to create a free web-based Procore user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. b. If unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall complete a free training certification course located at http://learn.procore.com/procore-certification-subcontractor . The software selected must provide training in the form of self-paced learning videos as well as interactive webinars.
c. The Contractor is responsible for attaining their own Procore support, as needed, either through online training or reaching out to the Procore support team. It will be the responsibility of the Contractor to regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for use of Procore. The software selected must provide support to all parties via email, phone and live chat at no additional charge.
d. The contractor shall hold a kickoff meeting with the Owner and applicable consultants at the beginning of the project to discuss how the software will be used, routing & naming protocols, etc.

1.05 PROCEDURES
a. RFIs and Submittals
I. The Contractor will be responsible for submitting all RFIs and Submittals through the software and assigning them to the appropriate parties.

II. Architects / Engineers / Consultants etc. are responsible for posting all responses to these items via the software, including all relevant attachments.

III. The Contractor will distribute responses to all affected subcontractors and confirm agreement with the response by closing the item.
b. Construction Documentation
I. The Contractor will manage Drawings, Specifications and Documents in the software to ensure that the current version of all applicable construction documentation is available to the entire team via web and mobile.

II. The Contractor will ensure that all RFIs which modify the current drawings are posted to the drawings and available via web and mobile within 24 hours of the RFI being responded to.

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c. Contractor will record and distribute meeting minutes and action items via the software.
d. Contractor will take daily site photos and make them publicly available. e. Punchlist
III. All punch list items will be managed through the software.

IV. Punchlist items will be created by the Contractor while walking with the Owner and applicable consultants.

V. It will be at the Owner’s discretion whether or not Punchlist Items can be closed while a representative from the Owner or applicable consultant is not present. f. General

1.06 PRICING
a. It is intended that the contractor will utilize the software for at least all functions identified in “Section 1.02 – Software Capabilities.”
g. The cost of Procore Technologies services is paid in full by the Owner h. The software allows for unlimited users to ensure that all parties have access to the system.

This project will utilize the Owner’s Procore ( www.procore.com) online project management and document control platform. The intent of utilizing Procore is to reduce cost and schedule risk, improve quality and safety, and maintain a healthy team dynamic by improving information flow, reducing non-productive activities, reducing rework and decreasing turnaround times. The Contractor is required to create a free web-based Procore user account(s) and utilize web-based training / tutorials (as needed) to become familiar with the system. Unless the Engineer approves otherwise, the Contractor shall process all project documents through Procore because this platform will be used to submit, track, distribute and collaborate on project. If unfamiliar or not otherwise trained with Procore, Contractor and applicable team members shall complete a free training certification course located at http://learn.procore.com/procore-certification-subcontractor . The Contractor is responsible for attaining their own Procore support, as needed, either through the online training or reaching out to the Procore support team. It will be the responsibility of the Contractor to regularly check Procore and review updated documents as they are added. There will be no cost to the Contractor for use of Procore.

It is recommended that the Contractor provide mobile access for Windows, iOS located at https://apps.apple.com/us/app/procore-construction-management/id374930542 or Android devices located at
https://play.google.com/store/apps/details?id=com.procore.activities with the Procore App installed to at least one on-site individual to provide real-time access to current posted drawings, specifications, RFIs, submittals, schedules, change orders, project documents, as well as any deficient observations or punch list items. Providing mobile

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access will improve communication, efficiency, and productivity for all parties. The use of Procore for project management does not relieve the contractor of any other requirements as may be specified in the contract documents.

PART 2 (NOT USED)
PART 3 (NOT USED)

END OF SECTION

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION Date Printed: October 17, 2025 Document Version: 1.0 Current Update: May 2023

01 32 00 CONSTRUCTION PROGRESS DOCUMENTATION
PART 1 GENERAL

1.01 RELATED DOCUMENTS
a. Drawings and general provisions of the Contract, Specification Sections, apply to this Section.

1.02 SUMMARY
a. Section includes administrative and procedural requirements for documenting the progress of construction during performance of the Work, including the following:

1. Contractor's construction schedule.

2. Daily construction reports.
b. Related Requirements:

1. Section 01 10 00 “Summary” for phased construction and Preconstruction Document Period.

2. Section 01 33 00 "Submittal Procedures" for submitting schedules and reports.

1.03 DEFINITIONS
a. Activity: A discrete part of a project that can be identified for planning, scheduling, monitoring, and controlling the construction project. Except for Milestone Activities, activities included in the schedule consume time and resources.

1. Critical Activity: An activity, if delayed, would result in the delay to the overall completion.

2. Predecessor Activity: An activity that precedes another activity in the network.

3. Successor Activity: An activity that follows another activity in the network.

4. Milestone Activity: An activity that does not occupy time or resources but highlights an event.
b. Activity Codes: Values assigned to schedule activities to organize the schedule into groups for reporting and analysis. Examples include Responsibility, Building, and Site Area. c. Project Calendar: Defines the week for different activities within the CPM schedule.

Examples of calendars include 5-day week minus holidays, 7-day week, and 6-day week.

Different calendar types may be used in the CPM schedule. d. Constraint: In the CPM schedule, a constraint is used to affect the float, duration, or date of an activity.
e. Cost Loading: Applying the Contract Price to the CPM schedule activities. Each work activity is assigned a value that accurately reflects the estimated cost of the described work, including labor, materials, equipment, etc. The sum of the activities values shall equal the Contract Price. Updates to the cost loaded schedule shall constitute the means by which Progress Payments are determined. CPM Schedules for this Contract shall be cost loaded.
f. CPM: Critical path method, which is a method of planning and scheduling a project where activities are arranged based on activity relationships.

1. CPM Network: A sequence of inner-connected activities. Network calculations determine the Longest Path and when activities can be performed.

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g. Critical Path – As a general rule, the project critical path is the longest network chain of activities within the project that requires the most time to complete. Hence, the critical path is defined as the “Longest Path”. The project Longest path can be identified in scheduling software such as Primavera (P6) based on either the longest path or total float. h. Data Date: The date used as the starting point for schedule calculations. For baseline CPM schedules, the Data Date is the first date of Contract Time. For monthly updates, the Data Date is the first workday of the month.
i. Delay: An interruption of work.
j. Milestone: The starting or ending point of an activity or linked series of activities. A milestone in the schedule contains zero duration.

1. Key Milestone: A major event. A Key Milestone includes, but is not limited to the following: Notice to Proceed, Substantial Completion, Phase Start Date, and Phase Finish Date. The Engineer may direct the Contractor to add additional Key Milestones.

2. Contractual Milestone: A milestone tied to Liquidated Damages. Substantial Completion is both a Key and Contractual Milestone.
k. Float: The measure of leeway in starting and completing an activity.

1. Free float is the amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

2. Total float is the amount of time by which a part of the Work may be delayed from its early dates before it delays a succeeding activity.

3. Contract Float: The amount of time between the Contractor’s anticipated dates for early completion of the Work, or specified part, and the corresponding Contract Time.

4. Ownership of Float: Total float and contract float belong to the project and are not for the exclusive benefit of any party. Total float and contract float are jointly owned, and are resources available to the Owner or the Contractor on a first- come-first-served-basis for the benefit of the project. The Engineer shall monitor float to determine if any float erosion is for the benefit of the project

5. Float Manipulation: Utilizing unrealistic or inflated durations, imposed dates, artificial logic and/or lags, preferential logic, date constraints, and others that results in an impact to Float. Do not manipulate float. Instead, add detail within the schedule in order to mitigate the use of Float manipulation. Provide a detailed written explanation in the Baseline Narrative for items seen as potential float manipulation if directed by the Engineer. After a review of the Baseline Schedule and the detailed written explanation, any such actions ultimately seen as Float Manipulation by the Engineer may result in direction for a Baseline revision and re-submittal.
l. Lag: An adjustment of time between tied CPM schedule activities. m. Near-Critical Activity: A non-critical activity with a Total Float value within 10 workdays of the Critical (Longest) Path.
n. P6: Primavera Professional Project Management, an industry standard CPM scheduling application.

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o. Percent Complete: The portion of an activity that is complete based on the measurement of work accomplished. Percent completes are ultimately decided by the Engineer. p. Relationships: Ties between activities within the CPM schedule. q. Target Schedule: A different version of the CPM schedule that can be used as a basis for comparison against another CPM schedule.
r. TIA: Time Impact Analysis.

1.04 INFORMATIONAL SUBMITTALS
a. Submit required submittals per the following:

1. Indication of type of schedule being submitted (Baseline, Monthly Schedule Update, Time Impact Analysis, etc.)

2. PDF electronic file(s).

3. Electronic software file (for all CPM schedule submittals). Provide a unique file name in the schedule software for all CPM Schedules.
a. Submit a P6 “XER” file and a P6 “XML” file.

4. Two (2) paper copies of all required reports and charts unless directed otherwise by the Engineer.
b. Reports: As part of every CPM schedule submittal, submit each of the following reports:

1. Detailed Gantt Chart: Individual columns on left shall contain activity number, activity description, original duration, remaining duration, early start date, early finish date, calendar identifier, total float, budgeted cost, predecessor details and successor details. Activities shall be grouped in a manner acceptable to the Engineer. All activities shall be depicted, and activities shall be sorted by early start dates, then total float and early finish dates. Gantt Chart shall be on a page of sufficient width required to display entire schedule for Contract Time. Gantt Chart shall depict relationship lines between activities and shall also clearly show the Longest Path.
a. Columns on monthly updates shall also include: current month’s activity percent complete and cost percent complete.
b. For Monthly Schedule Updates, Time Impact Analyses, Recovery Schedules and Schedule Revisions, an additional bar shall be depicted on all CPM schedules to indicate the accepted Baseline schedule.

2. Critical Path Gantt Chart: A Detailed Gantt Chart, but filtered to only show Longest Path activities. Size of paper/sheet is at discretion of the Engineer.

3. Cash Flow Report: For the Baseline schedule submittals only, generate a report from the CPM software application that clearly shows the incremental (histogram) and cumulative (curve) projected costs by month for both the early and late dates.

4. Progress Payment Summary Layout: For each Monthly Schedule Update submittal, prepare as a layout from the CPM software application. This Layout shall act as the Schedule of Values.
a. Activities shall be coded, grouped and summarized in a manner acceptable to the Engineer. See Activity Codes Dictionary at the end of this section. b. Columns shall include: budgeted cost, activity percent complete, cost percent complete, period actual cost, cumulative actual cost, cost to complete, cost completion.

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5. Schedule Narrative Report: With every CPM schedule submittal, submit a schedule narrative. The narrative report shall contain the following:
a. Baseline Schedule: Explanations of assumptions in baseline schedule development including:
1) General work sequencing, including phasing and interim housing considerations.
2) Crew movements, and flow of work.
3) Justification of Critical (Longest) Path.
4) Long lead equipment or material items.
5) Constraints and challenges to completing the work.
6) Lags used, with a detailed explanation for each use. 7) Constraints used, with a detailed explanation for each use. 8) Coordination assumptions, both with subcontractors and other parties such as Architect/Engineer, utility entities, etc. 9) Work week schedule, work hours and non-working days, including holidays.
10) Person(s) preparing and providing input towards schedule submittal.
b. Monthly Update: Items in this narrative report shall include:
1) Physical progress accomplished during the report period, broken down by each building and site area (for example, parking lot, play field, second floor, etc.).
2) Explanation of Longest Path if changed from previous month’s update (or accepted Baseline, if first Monthly Schedule Update). 3) Explanation of potential delays and/or problems and their estimated impact on performance, Key and Contractual Milestone dates, and the overall Completion date.
4) All Notices of Delay submitted to the Engineer.
5) Alternatives for possible schedule recovery to mitigate delay or potential delay.
6) Known or anticipated problems with delivery of materials or equipment.
7) Approved weather impact dates incurred in previous month, along with affected CPM schedule activity identification numbers and activity descriptions.
8) Description of approved incorporated change orders for the report period, if any.

6. For each Monthly Schedule Update submittal: A copy of the Monthly Schedule Update markup documentation.

7. Key Plan: Develop a key plan in the form of one or several sketches showing limits of work, lay down areas, site access points, utility connection/tie-in points, phasing, sequencing, and general work procession. Contractor may use Site Plan drawings or similar drawings.

8. Other variations of the above reports, as directed by the Engineer.

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c. Daily Construction Reports: Submit to Engineer as described herein. d. Qualification Data: For Scheduler, in the form of a résumé prior to submission of the CPM baseline schedule to be approved by the Owner.

1.05 QUALITY ASSURANCE
a. Scheduler Qualifications: Retain or employ an experienced specialist in CPM scheduling and reporting, with a minimum of three (3) years’ experience in scheduling work of similar nature, scope and value, and capable of satisfying the requirements described herein.

The Scheduler is to provide planning, evaluation, reporting and delay analysis using CPM scheduling. Neither the Contractor’s Project Manager nor Superintendent may also be the Scheduler.

1. Within the first three (3) working days of Contract Time, submit for review and acceptance by the Engineer the résumé of scheduling personnel retained or employed by the Contractor. The résumé shall include projects of similar nature, scope and value, and the Scheduler’s role/job title on each listed project; a phone or in-person interview of the proposed Scheduler may be required. The Engineerhas the right to reject a Scheduler based upon a lack of experience as required by this Section, or based on a lack of performance and timeliness of schedule submittals on past projects. If the Engineer does not accept the submitted Scheduler, submit another résumé within seven (7) working days of notice from the Engineer. The Engineer, at any time during performance of the work, may request that the Scheduler be replaced if the Engineer determines that the Scheduler’s work is unsatisfactory. In this instance, submit another résumé within seven (7) working days of notice from the Engineer. If the Contractor wants to replace the Scheduler, the new Scheduler’s résumé shall be submitted to the Engineer for acceptance or rejection. The Scheduler must be accepted by the Engineer prior to starting any site related work. Any delays due to the lack of an accepted Scheduler shall be deemed inexcusable.

2. Meetings: Scheduler shall attend all meetings related to alleged delays and time impact.
b. Schedule Software: All CPM schedules shall be prepared with a Windows operating system based CPM scheduling computer software program that is Primavera P6 Professional Project Management version 16 or later.

1.06 COORDINATION
a. Coordinate Contractor's construction schedule with the list of subcontracts, submittal register, progress reports, payment requests, and other required schedules and reports.

1. Secure time commitments for performing critical elements of the Work from entities involved.

2. Coordinate each activity in the network with other activities and schedule them in proper sequence.

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PART 2 PRODUCTS

2.01 CONTRACTOR’S CONSTRUCTION SCHEDULE, SHORT-TERM CPM SCHEDULE a. Prepare and submit a Short-Term CPM Schedule submittal to the Engineer. The Short- Term Schedule shall detail the plan for the first ninety (90) working days of Contract Time, and shall be used to measure performance and determine progress payments until the Contactor’s Baseline Construction Schedule is accepted. b. The same requirements for the Baseline CPM Schedule shall apply to the Short-Term CPM Schedule, with the following exceptions: (i) only those activities covering the first ninety (90) days of Contract Time shall be reviewed; (ii) all reports described herein shall only cover the first ninety (90) days of Contract Time.
c. Within the first twenty-two (22) working days of Contract Time, the Short-Term CPM Schedule submittal shall be submitted to the Engineer.
d. The Engineer will notify the Contractor that the Short-Term CPM schedule submittal has been accepted, accepted as noted, or requires a revision and re submittal within five (5) working days of receipt. At the Engineer’s discretion, the Contractor, the Contractor’s Scheduler, and the Engineer will have a Short-Term CPM Schedule Review Meeting to review and make any necessary adjustments. If a re-submittal is required, the Contractor has five (5) working days after the receipt of comments to submit a revision to the Engineer. The Engineer will notify the Contractor that the re-submittal has been accepted, accepted as noted, or requires a revision and re-submittal within five (5) working days of receipt. At the Engineer’s discretion, another Review Meeting may be required. The cycle of five (5) working days to prepare a re-submittal, and five (5) working days for Engineer review shall continue until the Short-Term CPM Schedule has been accepted. Because the cost-loaded CPM schedule is the means by which progress payments are determined, no progress payments will occur until the Engineer accepts the Short-Term CPM Schedule. e. Upon acceptance, the Short-Term CPM Schedule shall represent the Contractor’s plan for performance of the work during the first ninety (90) days of Contract Time. The Short- Term CPM Schedule shall be incorporated into first ninety (90) days of the Contractor’s Baseline CPM Schedule. Submit to the Engineer an update, for acceptance or rejection, of the short-term CPM schedule each month, until the complete Baseline Schedule is accepted. If a Short-Term CPM Schedule is accepted late in a month, the Contractor is still required to submit a Monthly Schedule Update for the previous period (for example, if a Short-Term CPM Schedule is accepted on January 26, the Contractor is required to submit Monthly Schedule Update with a January 1 Data Date).

2.02 CONTRACTOR’S CONSTRUCTION SCHEDULE, BASELINE
a. Baseline Schedule: Prepare and submit a baseline CPM schedule that shows the breakdown of all work into activities to the extent required to effectively plan and execute the Project, track and report work progress, effectively analyze time impacts and show all logical relationships (ties) between activities. The Engineer will accept, accept as noted, or direct the Contractor to revise and re-submit, the Baseline Schedule submittal. The Engineer’s Baseline Schedule review will be based on the Engineer’s evaluation of the Baseline Schedule’s reasonableness and compliance with the Contract Documents. The

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Contract CPM Schedule shall be the basis for monitoring the Contractor’s progress against milestone dates and Contract Time, and the evaluation and reconciliation of extensions in Contract Time. The Baseline Schedule shall communicate and constitute the Contractor’s detailed intent for planning and executing the work. Construct the Baseline Schedule based on the Contract Documents, including any addenda received during the bid phase. Coordinate with all subcontractors when developing the Baseline Schedule.

1. Time Frame: Extend schedule from date established for the Notice to Proceed to date of Contract Completion.
a. Contract completion date shall not be changed by submission of a schedule that shows an early completion date, unless specifically authorized by Change Order.
b. Early Completion: If the Engineer accepts an early completion schedule and the Engineer does not revise the Contract completion date, the Baseline must first include a float activity that fills the time between the early completion and the contractual substantial completion date. The Contractor agrees to forego any extended overhead between early completion noted in the Baseline and the contractual substantial completion date.

2. Activities in the Baseline Schedule shall comply with the following:
a. Activity Duration: Estimate the amount of time to start and complete each activity. Define field work activities so no activity is longer than 10 workdays, unless specifically allowed by Engineer.
b. Units of Time: Workdays shall be the default unit of time for an activity in the schedule. Indicate non-working days and holidays incorporated into the schedule to correlate with Contract Time.
c. Longest Path: Longest Path is to be easily identifiable. Any part of the Baseline Schedule’s Longest Path deemed unreasonable by the Engineer may result in direction for a Baseline Schedule revision and re-submittal. d. Percentage of Activities within Longest Path: Plan the Work and provide for and allocate resources in the execution of the Work so that the proportion of incomplete schedule activities with total float of 20 workdays or less within the Longest Path shall not exceed 33 percent of all incomplete schedule activities, unless acceptance for a greater proportion is granted by the Engineer.
e. Procurement Cycle Activities: Procurement cycle activities include, but are not limited to, submittals, shop drawing submittals, submittal reviews and approvals, purchasing, fabrication, and delivery. Unless waived by the Engineer, include detailed procurement cycle activities as separate activities in the Baseline Schedule for each Specification section number.

The detailed Procurement Cycle activities shall constitute the Submittal Schedule, and shall align with the Submittal Register. Procurement Cycle activities shall be logically tied in the Baseline Schedule to the associated construction activities. Unless waived by the Engineer, include detailed procurement cycle activities as separate activities in the Baseline Schedule

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for each Specification Section number, with separate activities for the following:
1) Submittal Preparation.
2) Submittal Review / Approval.
3) Procurement / Fabrication.
4) Delivery.

Note: Include the Specification Section number either within the activity’s identification number or activity’s name/description. f. Submittal Review Time: Include review times indicated in Section 01 33 00 “Submittal Procedures” in Baseline Schedule.
g. Relationships and CPM Network: CPM networks shall be closed, whereby every activity shall have, at a minimum, one predecessor and one successor relationship. The exceptions to this closed network rule are the network’s start and finish milestones.
h. Constraints: Constraints shall be scrutinized and shall only be used to reflect contractually and/or environmentally imposed conditions. Add schedule activities and detail to mitigate the use of Constraints.

Constraints are not permitted where an activity or logical relationship is appropriate, unless specifically accepted by the Engineer. The Engineer may direct the Contractor to provide a detailed written explanation in the Baseline Narrative for any and all Constraints. After a review of the Baseline Schedule and the detailed written explanation, any Constraints ultimately deemed unreasonable by the Engineer may result in direction for a Baseline revision and re-submittal.
i. Lags: Lags shall be scrutinized. Add schedule activities and detail to mitigate the use of Lags. Lags of less than -1 are not permitted, unless specifically accepted by the Engineer. The Engineer may direct the Contractor to provide a detailed written explanation in the Baseline Narrative for relationships with negative lag less than -1. After a review of the Baseline Schedule and the detailed written explanation, any lags ultimately deemed unreasonable by the Engineer may result in direction for a Baseline revision and re-submittal.
j. Schedule Settings: The setting in the CPM scheduling software shall be set so that the logic is retained when calculating the schedule. Critical activities shall be defined as Longest Path. The “progress override” option shall not be utilized, unless directed otherwise by the Engineer. Auto cost, Resource, and Schedule calculation rules shall be set to the default settings. The default percent complete to be used is the duration percent complete.
k. Activity Detail: Field work activities shall not reflect a combining of work located in separate buildings or site areas, work corresponding to different Specifications Sections or Uniformat Sections, work performed by different Subcontractors, or rough and finish work of the same trade. The CPM Schedule shall include activities and appropriate time for temporary items

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(for example, scaffolding and concrete formwork), curing, testing, items that interface with work performed by others (for example, Owner Furnished Owner Installed items), regulatory agency approvals, permitting, and utility activities, physical checkout, startup, mobilization, operational and maintenance manual preparation, equipment and systems training, cleanup, and contractor’s internal punch list. l. Activity Descriptions: Descriptions for schedule activities shall provide adequate detail that defines the activity, scope and location. m. Activity Coding: Activities shall be mapped to the Activity Code Dictionary located at the end of this Section. Contractor may use Work Breakdown Structure (WBS) functionality in lieu of Activity Codes, or a combination of Activity Coding and WBS coding.
n. Milestones: Include Key Milestones and Contractual Milestones indicated in the Contract Documents in Schedule.
o. Negative Float: The Baseline Schedule shall not contain negative float. p. Weather: The Baseline Schedule shall include, during the period from the start of mobilization (or start of field work activity, whichever starts first) through the date of Substantial Completion, workdays for anticipated weather delays affecting the Critical (Longest) Path.
1) This weather allowance shall be incorporated into the Contract Time. Incorporate weather allowance days into their schedule activities per the following table:

Weather Table
Month
Anticipated
Weather
Days
Jan Feb Mar Apr May Jun Jul Aug Sep Oct Nov Dec
7 5 7 2 1 1 0 0 1 2 3 5
a) If the Contract Time starts or ends in the middle of a month, the weather allowance shall be prorated. For example, if mobilization starts on February 1 and Substantial
Completion is November 20 of the same year, the weather allowance is 21 workdays.
2) Unused weather allowance days become jointly owned float. 3) If the number of approved weather days in a month exceed the number depicted in the Weather Table, or if the grand total of approved weather days exceed the number allotted in the contract, the number of weather days in excess are excusable and non-compensable.
4) Weather or the results of weather on non-scheduled workdays will not be considered. Reference documents shall include CPM

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schedules and Look Ahead schedules to determine scheduled workdays.
5) If the Contractor considers weather or the results of weather as an impact to the Critical (Longest) Path and/or a Contractual Milestone, the Contractor has two (2) workdays from the date in question to provide written justification for the weather day request, describing the Primavera activity/activities impacted, as well as describing how over 50 percent of the Critical (Longest) Path work for the requested day was impacted. Describe work done to mitigate weather impact.
6) The Engineer determines if a weather day has been incurred, and the Critical (Longest) Path and/or Contractual Milestone so affected. If the Contractor does not provide written justification regarding weather impacts, the Engineer can still determine if weather days have been incurred.
7) If weather impacts a Contractual Milestone for a phase that is not on the Longest Path, the Engineer will grant excusable and non- compensable relief equal to the number of days impacted by weather.
q. Cost Loading:
1) Costs are applied to one activity resource that is to be titled “COST”. Resource curves shall only be Linear, and P6 Expenses are not to be used.
2) Estimated values for each work activity shall be assigned to the activity’s budgeted cost in the CPM software application. Round amounts off to the nearest whole dollar.
3) No activity shall have a budgeted cost exceeding $100,000 unless specifically accepted by the Engineer.
4) The Contractor’s General Conditions costs shall be set apart as a separate activity that spans the Contract Time.
5) The following are to be separate and distinct cost-loaded activities in the CPM Schedule:
a) Bonds
b) Insurance
c) CPM Scheduling (preparation, updates, maintenance, etc.) 6) Do not cost load submittal or procurement activities except as accepted or directed by the Engineer.
7) For materials that are eligible for payment as provided by the Contract Documents and deemed acceptable by the Engineer, the Contractor may load the value of the materials on a one-day delivery activity.
8) Payment for uninstalled materials/equipment is limited to major items as determined by the Engineer. 80 percent of the
material/equipment delivery cost shall be loaded on to the delivery

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activity, and the remaining 20 percent shall be loaded on to the associated construction activity/activities. Unless otherwise permitted, delivery costs are to be broken out by building number. 9) Mobilization: Mobilization shall be a separate activity in the CPM schedule. If requested by the Engineer provide detailed backup documentation, at a level of detail to the satisfaction of the Engineer, to substantiate the Contractor’s mobilization dollar amount.
10) Demobilization and Close-Out Submittals each shall be separate activities in the CPM schedule, shall be cost-loaded, and shall not be considered in any Critical (Longest) Path assessment. 11) Contractor may be directed to provide copies of all executed Subcontracts and Purchase Orders.
12) Allowances: If the Work includes items covered by allowances, include activities in the schedule for each allowance that is loaded with the cost of that allowance.
13) Change Orders: Upon approval of a Change Order, add separate cost loaded activities for each Change Order. Change Order activities shall have the activity identification prefix of “CO” plus the Change Order number. Change Order activities must also comply with the Activity Codes Dictionary at the end of this Section, as well as the Time Impact Analysis provisions described in this Section.
b. Work Restrictions: Include any work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

1. Work by Owner: Include a separate activity for each portion of the Work performed by Owner, including Owner Furnished Contractor Installed (OFCI) and Owner Furnished Owner Installed (OFOI) items.

2. Furnished Products: Include a separate activity for each product. Delivery dates indicated stipulate the earliest possible delivery date.

3. Work Restrictions: Show the effect of the following items on the schedule:
a. Coordination with any existing construction.
b. Limitations of continued occupancies.
c. Partial occupancy before Substantial Completion.

4. Use of premises and any site-specific restrictions.
c. Baseline Schedule: Submittal, Review and Acceptance. Within the timeline specified below (Schedule Table 1), submit the Baseline Schedule to the Engineer for review and acceptance.

Schedule Table 1
Description Calendar Days for
Individual Item
Cumulative
Calendar Days
Contract Time Start Date, per
Notice to Proceed 0 0

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Contractor submits complete
Baseline Schedule submittal to
Engineer for review (cost loading
included)
20 20
Engineer provides review
comments (and possible
acceptance) to Contractor
(Meeting may be required, at
Engineer’s discretion)
10 30

1. The deduction for Contractor’s delayed submission of the complete Baseline Schedule submittal is $250 per day; this deduction also applies to re-submittals.

Such deductions shall occur on the first progress payment after the Baseline Schedule has been accepted.

2. Upon submittal by the Contractor, the Engineer will review the Baseline Schedule and provide comments within the timeframe shown in Schedule Table 1. The Engineer may question any aspect of the Baseline Schedule submittal. If the Engineer raises questions or identifies schedule deficiencies or noncompliance with the Contract Documents, a revision and re-submittal is required. Make appropriate adjustments or corrections and shall deliver to the Engineer the Baseline Schedule re-submittal within 7 working days of receipt of the Engineer’s comments. Indicate in writing the adjustments or corrections made by the Contractor, including individual responses to every comment made by the Engineer on the previous submittal. The Engineer will review and return written comments on the re-submitted Baseline Schedule within 7 working days of receipt of the Contractor’s re-submittal. The above process shall be repeated until the Engineer provides written notification to the Contractor that the Baseline Schedule has been accepted.
a. If the Engineer conditionally accepts the Baseline Schedule submittal, the Contractor has seven (7) working days to provide another Baseline Schedule submittal that addresses the conditional notes, to the satisfaction of the Engineer. The Engineer will review and comment on the re-submittal within five (5) working days of receipt. If the Contractor fails to submit a Baseline Schedule submittal that addresses the conditional notes to the Engineer’s satisfaction, then the Baseline Schedule status will be revised from “Accepted as Noted” to “Revise and Re-submit.” b. If the Baseline is not accepted after the first sixty (60) working days, payments to the Contractor will cease until the Baseline is accepted. The Engineer may also stop the Work if the Baseline Schedule has not been accepted after the first sixty (60) days. Delays here shall be deemed inexcusable.

3. Upon acceptance of the Baseline Schedule, all activities and their relationships shown on the Baseline Schedule may not be changed, added, or deleted without the consent of the Engineer. The Contractor may not alter activity identification

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numbers or rename activities without the Engineer’s consent. The Contractor must request written approval from the Engineer to remove activities from the CPM Schedule and must retain the removed activities within the electronic project schedule files that are submitted to the Engineer. The Contractor may appropriately code the approved removed activities to filter the same out of the reports.

4. The initial accepted Baseline Schedule is a schedule that shall reflect no progress on scheduled activities. For monthly schedule updates, the baseline schedule shall serve as the primary baseline, and the previous month’s update schedule shall serve as the secondary baseline. If a Revised Schedule or Recovery Schedule is submitted by the Contractor and accepted by the Engineer, then the Revised Schedule or the Recovery Schedule shall serve as the primary baseline.

5. If a Baseline Schedule is accepted late in a month, the Contractor is still required to submit a Monthly Schedule Update for the previous period (for example, if a Baseline Schedule is accepted on May 26, the Contractor is required to submit Monthly Schedule Update with a May 1 Data Date).

6. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing all work within applicable completion dates, regardless of Engineer 's acceptance of the schedule.

PART 3 EXECUTION

3.01 CONTRACTOR'S CONSTRUCTION SCHEDULE, MONTHLY SCHEDULE UPDATES a. Contractor’s Construction Schedule Updating: At monthly intervals update the schedule to reflect actual progress and forecast the remainder of the work. Submit the Monthly Schedule Update to the Engineer who will either accept it, accept it with notes, or direct the Contractor to revise and resubmit. On the last workday of each month or other day determined by Engineer , submit a draft schedule update for review. The Data Date shall be the 1st day of the month. For example, if the monthly update is to capture all work accomplished in April the Data Date shall be May 1st. The Draft Monthly Schedule Update shall consist of the following:

1. A hardcopy print out of the Detailed Gantt Chart distributed to the Engineer.

Sheets for this item are to be no larger than 11” x 17”.

2. A markup of the hard copy printout showing percent completes, actual start dates and actual finish dates to indicate work accomplished during the month. Also indicate the expected finish dates or remaining duration for activities that have started but have not yet completed; remaining duration shall be the Contractor’s best estimate of the time required to complete activities.

3. Within three (3) working days of the draft Monthly Schedule Update submittal, meet with Engineer to finalize the Monthly Schedule Update, as well as discuss required corrections and proposed revisions to the schedule.

4. After the meeting, make any needed adjustments to the schedule as directed by the Engineer, make final entries in the schedule software, recalculate the schedule, and submit the final Monthly Schedule Update submittal. The Monthly

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Schedule Update submittal, including Progress Payment submittal items, is due no later than three (3) working days following this meeting.

5. Upon receipt and review of the Monthly Schedule Update submittal, if the Monthly Schedule Update indicates a late completion to a Contractual Milestone and/or Contract Time, a Monthly Schedule Review meeting shall occur to discuss issues related to late completion, possible revisions, and possible Recovery Schedule submittal and/or Time Impact Analysis methodology and deliverables.

Such a meeting shall include the Engineer and Contractor (Project Manager, Superintendent and Scheduler), and shall occur prior to the following Monthly Schedule Update submittal.
b. Progress Payments:

1. The amount payable to date for an activity shall equal the activity’s percent complete multiplied by the activity’s budgeted cost, prior to the retention calculation.

2. The Engineer will provide an Application for Progress Payment form for the Contractor to submit with each Monthly Schedule Update. c. Monthly Schedule Update:

1. Requirements: Unless directed in writing by the Engineer, the Monthly Schedule Update shall not be used to delete activities, add activities, make title changes, make activity coding changes, make Budgeted Cost changes, or to make logic changes.
a. If the Contractor proposes to make activity additions/deletions and/or logic changes and/or duration changes within a Monthly Schedule Update, simultaneously submit two distinct Primavera schedules:
1) Monthly Schedule Update, showing progress in just-completed month, without proposed changes.
2) Monthly Schedule Update, showing progress in just-completed month, with proposed changes. Provide detail in the Monthly Schedule Update Narrative why changes were caused and needed.

2. Distribution: The Contractor must submit the Monthly Schedule Update package to the Engineer before the will process an Application for Progress Payment for each month.

3. Other activities in Schedule: The only activities to be added to the Monthly Schedule Updates are the following:
a. Approved Change Orders.
b. Approved Time Impact Analysis.
c. Approved Weather Dates (one Activity per approved Weather Date). 1) The original duration for the weather allowance activity shall be reduced each month by the number of approved weather days. d. Procurement Cycle re-submittals (i.e., Specification re-submittal after rejection, Specification re-submittal review).

4. Review: The Engineer will either accept, accept with comments, or direct a revise- and-resubmit of the Monthly Schedule Update submittal. Allow ten (10) days for the Engineer’s review of the Monthly Schedule Update submittal.

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a. Completeness of Submittal: The Engineer may withhold up to 5 percent of the pre-retention progress payment if, in the Engineer’s opinion, the Contractor has failed to meet the Monthly Schedule Update submittal requirements.
b. Acceptance of the Monthly Schedule Update submittal by the Engineer shall be a condition precedent to the processing of the subsequent Progress Payment.

5. Monthly Schedule Update upon Substantial Completion:
a. Upon Substantial Completion, prepare and submit to the Engineer a Monthly Schedule Update that shows all actual start and actual finish dates through Substantial Completion.
b. The Engineer will estimate the cost of the Monthly Schedule Update and add this item to the final Punchlist. Upon the Engineer’s acceptance of this Monthly Schedule Update, the Engineer will release payment of this estimated cost.

3.02 CONTRACTOR’S CONSTRUCTION SCHEDULE, SCHEDULE CORRECTION a. Each month, address corrections to the schedule that were identified by the Engineer during the review of the last Monthly Schedule Update. These corrections generally include, but are not limited to, correction of inaccurate or missing actual dates, correction of logic for activities being driven by the data date, incorrect percent complete, and out of sequence progress. The Engineer reserves the right to require the Contractor adjust, add to, or clarify any portion of the schedule that may be considered insufficient to monitor the work. No additional compensation shall be provided for such adjustments, additions, or clarifications.
b. If the Monthly Schedule Update submittal is rejected, the Contractor must individually respond to every correction and review comment received from the Engineer in the re- submittal of the Monthly Schedule Update package.
c. If the submittal is conditionally accepted with noted exceptions, respond to every correction and review comment via the next Monthly Schedule Update submittal. Failure of the Contractor to specifically respond to each of the Engineer’s previous review comments may result in rejection of the following submittal.

3.03 CONTRACTOR’S CONSTRUCTION SCHEDULE, LOOK AHEAD SCHEDULES a. Look Ahead Schedule: Prepare and submit a report indicating activities performed in the one week prior and three weeks following the day of week as determined by the Engineer.

Due to the Engineer in electronic format no later than 24 hours before the start of each weekly progress meeting, the Look Ahead Schedule shall include the following:

1. Columns on left hand side of report, indicating the following:
a. Activity number, corresponding to the same field in the CPM schedule. 1) Potential or approved change orders shall be included as activities with temporary activity identification numbers (for example, RFI or CCD number).
b. Activity description, including work performed and location of work (for example, Install Footing Rebar at Building XXX).

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