Specifications.pdf

CASTILLO DE SAN MARCOS

NATIONAL MONUMENT

REPLACE EXISTING WATERLINE

CASA

PMIS NO. 309065

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

SOUTHEAST REGION

JUNE 2023

FINAL CONSTRUCTION DOCUMENTS

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Castillo de San Marcos Replace Existing Waterline Specifications

06/02/2023

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TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00 Summary of Work

01 26 01 Contract Modification Procedures

01 27 00 Definition of Contract Line Items

01 31 00 Project Management and Coordination

01 32 16 Construction Schedule

01 32 33 Photo Documentation

01 33 23 Submittal Procedures

01 35 13.22 Archaeological Protection

01 35 23 Safety Requirements

01 35 91 Historical Preservation Protection Procedures

01 40 00 Quality Requirements

01 42 00 Reference Standards

01 50 00 Temporary Facilities and Controls

01 57 19.12 Noise & Acoustics Management

01 57 23 Under-An-Acre Pollution Prevention

01 67 00 Product Requirements

01 73 40 Execution

01 74 19 Construction Waste Management and Disposal

01 77 00 Closeout Procedures

01 78 23 Operation and Maintenance Data

DIVISION 02 – EXISTING CONDITIONS

02 01 00 Maintenance of Existing Conditions

02 41 00 Demolition and Salvage

DIVISION 31 – EARTHWORK

31 05 25 Utility Line Marking

31 11 00 Clearing and Grubbing

31 14 00 Earth Stripping and Stockpiling

31 21 00 Trench Excavation

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 00 00 Tree Protection

32 91 19 Topsoil

32 92 00 Turf

DIVISION 33 – UTILITIES

33 05 23.13 Utility Horizontal Directional Drilling

33 12 13 Water Distribution Systems

33 31 23 Fusible High-Density Polyethylene (HDPE) Pipe & Fittings

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051121 SUMMARY OF WORK

SECTION 01 11 00 - SUMMARY OF WORK

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes the following:

1. Work Covered by Contract Documents

2. Work Phases

3. Work Under Other Contracts

4. Government-Furnished Materials

5. Contractor Use of Site

6. Public Use of Site

7. Conduct of Operations

8. Work Restrictions

9. Special Construction Requirements

10. Soils Investigation Report

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Castillo de San Marcos National Monument (CASA), St. Augustine, Florida.

B. The Work consists of:

1. Installing a new 3-inch HDPE DR 9 water service line for the Castillo de San Marcos

National Monument. The new water service will be approximately 710 linear feet beginning at the existing water meter and ending approximately five feet outside the utility doghouse, connecting to the existing 3-inch schedule 80 PVC water service line. The existing water meter is to be protected in place, but a new 2-inch backflow preventer assembly after the water meter will be installed as part of this work. The new 2-inch backflow preventer will meet the requirements of the Contract Documents and City of St.

Augustine requirements and will also include a concrete pad and cage as shown on the

Construction Drawings. The project will include the removal and disposal of the existing

3-inch water service line pipe, as shown on the Construction Drawings, which the removal will start with the existing backflow preventer assembly until the connection with the new waterline near the doghouse. The new water service line will be constructed with both open trench and horizontal directional drilling construction methods with the limits of each shown on the Construction Drawings. Temporary water service during construction will be required to limit water outages. The existing Fort walls, Covered Way Wall, and

Counterscarp are significant historical and cultural resources to be protected and undisturbed during construction.

C. Project will be constructed under a single prime contract.

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1.3 WORK PHASES

A. The Work shall be conducted in one (1) phase.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate with separate contractors so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate Work of this

Contract with work performed under separate contracts.

B. Future Work: Government will award a separate contract for the following construction operations at Castillo de San Marcos National Monument. This work may occur concurrently with the Castillo de San Marcos Replace Existing Waterline improvements. Contractor to coordinate work as to not be interfered by adjacent project.

1. Castillo de San Marcos Replace Collapsed Storm Drains: A separate contract may be awarded for this future drainage project. The project is in the direct vicinity as the water service line replacement and includes replacing the site’s storm drains.

1.5 GOVERNMENT-FURNISHED MATERIALS

A. Government-Furnished Materials:

1. There will be no Government-furnished material or equipment on this project.

1.6 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of site for construction operations. Limit use of premises to areas within the Contract Construction limits indicated on drawings. Do not disturb portions of Project site beyond areas in which the Work is indicated.

1. Limits: Confine constructions operations to the areas indicated on the drawings.

B. Storage of Materials: Confine storage of materials to staging areas noted on drawings, or other locations within the project site previously reviewed and approved by the CO.

C. Parking: Confine parking to the areas indicated on the drawings. Coordinate parking needs and availability with the CO prior to construction start.

D. Preservation of Natural Features:

1. All equipment shall be power washed and inspected before entering the Park to ensure it is free of non-native weeds and/or seeds. Equipment will be inspected by Park staff.

2. Prevent damage to natural surroundings. Restore damaged areas, repairing or replacing damaged trees and plants, at no additional expense to the Government.

3. Provide temporary barriers to protect existing trees and plants and root zones.

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4. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with

Contracting Officer (CO) and remove agreed-on roots and branches that interfere with construction.

5. Do not fasten ropes, cables, or guys to existing trees.

6. Carefully supervise excavating, grading, filling, and other construction operations near trees to prevent damage.

E. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to

Government employees and emergency vehicles at all times. Do not use for parking or storage of materials (this does not include the material and staging area shown on the construction drawings).

1. Schedule deliveries to minimize use of driveways and entrances.

2. Schedule deliveries to minimize space and time requirements for storage of materials and equipment on-site.

F. Construction Camp: Establishment of a camp within park will not be permitted.

G. Hauling Restrictions: Comply with all legal load restrictions in hauling of materials. Load restrictions on park roads are identical to state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Information regarding rules and regulations for vehicular traffic on park roads may be obtained from the Office of the Park Superintendent. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.7 PUBLIC USE OF SITE

A. Contractor shall conduct his operations to ensure the least inconvenience to public. Path closures within the Park may be permitted, when required, upon specific approval of Contracting Officer.

The visitor’s lot located on the south part of the Park is to remain fully open to the public during the construction period. Road closures (Castillo Drive, Water Street, etc.) found necessary must be coordinated and approved with the City of St. Augustine.

1.8 CONDUCT OF OPERATIONS

A. Contractor shall conduct his operations in conformance with rules and regulations promulgated by the Secretary of the Interior for the National Park Service, and applicable park rules and regulations prescribed by Park Superintendent.

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer. Submit requests ten (10) workdays in advance of such work to the Contracting Officer (CO) for approval. Requests for work which will generate noise disruptive to residents during evening hours will not be considered.

C. No signs or advertisements (except those specified herein) shall be displayed on the construction site or within the park unless approved by the Contracting Officer.

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1.9 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of 7 a.m. to 5 p.m., Monday through Friday, except when otherwise indicated. The Fort is open to the public seven days per week from 9 a.m. to 5 p.m.

1. If weekend, evening, or early morning hours are needed to complete project on schedule, Contractor shall obtain approval from CO.

2. Hours for drilling or other noisy activities: 8 a.m. to 5 p.m., Monday through Friday.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer and utility companies of proposed locations and times for excavation.

2. Contractor shall be responsible for locating and preventing damage to known utilities. If damage occurs, repair utility at no additional expense to the Government.

3. If damage occurs to an unknown utility, repair utility. An equitable adjustment will be made in accordance with the Changes clause of the contract.

C. Existing Utility Interruptions: Do not interrupt utilities serving facilities occupied by Government or others unless permitted under the following conditions and then only after arranging to provide temporary utility services according to requirements indicated:

1. Notify Contracting Officer not less than five (5) business days in advance of proposed utility interruptions.

2. Do not proceed with utility interruptions without Contracting Officer’s written permission.

3. Maintain water service to the fort during visitor hours for the entire construction duration.

Any water service shutdowns must occur outside of visitor hours (9 a.m. to 5 p.m. seven days per week), unless approved by the contracting officer. Any water service shutdowns must be approved by the contracting officer with a minimum approval notice of 48 hours prior to shutdown.

1.10 SPECIAL CONSTRUCTION REQUIREMENTS

A. Archaeological Sites are present in the Project area. Contractor to limit disturbance to where existing infrastructure is located and the areas indicated on the drawings.

1.11 SOILS INVESTIGATION REPORT

A. There are no soil investigation reports available for the project.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

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012721 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Costs incurred in support of all of a contractor’s projects and not attributable to a specific job. The cost for home office overhead is only allowed as a percentage of all direct work excluding profit. The following items represent allowable home office overhead costs identified in Part 31 of the Federal Acquisition Regulation (FAR):

1. Rent

2. Utilities

3. Furnishings

4. Office equipment

5. Executive and management staff not exclusively assigned to the project

6. Support, accounting, and administrative staff

7. Preparation of cost proposals, estimating, and schedule analyses connected with

Modifications

8. Estimating and preconstruction services

9. Mortgage costs

10. Real estate and corporate taxes

11. Automobile maintenance and travel costs for home office personnel

12. Home office insurances i.e. structure, automotive, umbrella, flood, etc.

13. Depreciation of equipment and other assets

14. Home office supplies (paper, staples, etc.)

15. Legal services

16. Accounting and data processing

17. Professional fees/registration

B. General Conditions (Field Office Overhead): Management and administrative costs incurred on site for the designated project. Costs associated with preparation of modifications will not be allowed. Costs for these items are to be included only in the general conditions of the modification estimate. Only in the case of a contract time extension are additional general conditions included in modifications. The following items, if applicable, are considered allowable costs for calculating General Conditions:

1. Project Manager (PM), Assistant Project Manager

2. Superintendent, Assistant Superintendent

3. Quality Control, Safety Officer, Environmental Manager, etc.

4. Engineers

5. Travel, lodging, and per diem (as established by Federal Travel Regulations)

6. Scheduling

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7. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: Costs directly associated with the project and are necessary to perform the actual work of the modification. These costs shall be shown as direct costs in the estimate.

The following items, if applicable, are considered allowable costs for calculating General Requirements:

1. Hoisting

2. Material handling

3. Temporary fencing

4. Port-a-lets

5. Trash removal, dumpsters

6. Barricades

7. Small tools

8. Safety supplies

9. Scaffolding

10. Daily cleaning

11. Traffic control

12. Temporary signage

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on project site. Modification costs for salaried workers are only allowed within the structure of a 40-hour week and no overtime or holiday pay will be allowed.

1. Worker Hourly Rates are costs directly associated with the individual worker and consist of the following:

a. Base Rate: The hourly rate paid directly to the worker.

b. Labor Burden: Employer payments of all applicable burdens; includes insurance and taxes the business must pay on behalf of the worker to government entities and educational forums, such as:

1) Social Security

2) Medicare

3) Workers Compensation – Policy and company calculation to be made available.

4) Federal Unemployment Tax Act (FUTA) - Cap Rate and percentage to be proportionally allocated over one year.

5) State Unemployment Tax Act (SUTA) - Cap Rate and percentage to be proportionally allocated over one year.

6) Union agreement costs - Other costs required under an enforceable collective bargaining agreement.

c. Fringe Benefits: Various non-wage compensations provided to employees such as:

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

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6) Gas allowance

7) Life insurance premiums

8) Disability insurance

9) Other Fringe Benefits required under an enforceable collective bargaining agreement

E. Bonuses or Deferred Compensation: No Bonus or Deferred Compensation will be allowed within any components of pricing including Home Office Overhead, General Conditions, General Requirements, Hourly Worker Rates, or the direct costs of work.

F. General Liability Insurance: An insurance policy that protects Contractor from claims resulting from bodily injury or property damage to a third party. Include as a separate line item within all modification proposals and provide a current insurance quote upon request.

G. Performance and Payment Bonds: A performance bond is a surety bond issued by an insurance company or bank to guarantee satisfactory completion of a project. The Payment Bond guarantees the Contractor will pay the labor and material costs incurred. Banks and Insurance companies charge a premium for individual project based on a sliding scale related to the size of the project.

Include as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: Covers the contractor’s loss due to fire, high winds, or other natural forces. Not reimbursed by the National Park Service (NPS) and shall not be included in modification proposals.

1.3 MODIFICATION PROPOSAL PRICING REQUIREMENTS

A. General:

1. Proposal be received in the format and within the time frame specified in the Request for Proposal (RFP) letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. Proposal shall be detailed with itemized lists of equipment, materials, labor, production rates, overhead, profit, and bond markup for each item. Labor costs must be itemized by craft and hourly rate, including Fringe Benefits and Labor Burden. If the costs of Fringe Benefits and Labor Burden are not itemized, it is assumed they are included in the hourly rate shown, or contractor is not requesting reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the Government’s form.

3. Requests for extensions of contract time as a result of change must be justified with a Time Impact Analysis (TIA). Refer to Section 01 32 16 "Construction Schedule", for time impact analysis requirements. TIA and associated costs shall be received with the proposal by the date shown within the Request for Proposal letter. Contractor’s failure to submit within the specified time frame will be construed as the Contractor waiving right for additional time and no time extension will be allowed.

4. All supporting documentation used to justify the proposed modification will be made available to the Contracting Officer (CO) upon request.

5. Contractor shall review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to NPS. All

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delay costs associated with not reviewing and approving subcontractor/supplier pricing will be borne by the Contractor.

6. All pricing and production rates within the estimate must be based on fair and reasonable pricing and cannot include built-in contingency.

B. Labor:

1. Contractor shall estimate cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing hours required for each craft directly engaged in modification work. Any work proposed requiring overtime work or premium pay shall be itemized separately. Rates shall be in accordance with the Davis-Bacon Act as incorporated herein. Labor Burden may include payroll taxes, Social Security, unemployment insurances, workers compensation insurance, Federal Insurance Contributions Act (FICA), FUTA, and other direct costs resulting from Federal, State or local laws.

2. Itemize labor costs for equipment operators separate from equipment costs.

3. Labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. Estimated cost for materials shall include quotes from multiple sources. Material prices shall include applicable fees and credits, including but not limited to, sales tax, freight and delivery charges, and tax rebates.

2. No markup shall be applied to any material provided by NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for work being performed.

2. Do not include costs for "miscellaneous tools and equipment", in your proposal for a replacement value of $500 or less. Costs shown in excess of $500 shall be broken out separately.

3. Regardless of ownership, rates to be used in determining equipment rental costs shall be the lowest cost from one of the following sources:

a. United States (U.S.) Army Corps of Engineers, Ownership and Operating Expense Schedule (use latest edition and applicable region)

b. Construction Blue Book

c. Local equipment rental rates, documented by actual invoice charges, or itemized vendor quotes.

4. Estimated equipment rates shall include operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires and tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per Federal Acquisition Regulation (FAR) 31.105(d)(2)), depreciation, storage, insurance, and all incidentals. Mobilization, if applicable, may be included for equipment solely used on the modification work but must be listed separately.

5. Estimate full rate for equipment only for duration that equipment will be utilized to accomplish work of the modification.

6. Standby unit rates used in accordance with paragraph 1.3, D, 2, above. If the U.S. Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local

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equipment pricing is accepted, then 1/2 of equipment costs minus any operating costs, major repair and overhaul will be accepted.

7. If equipment is in standby mode due solely to a documented NPS delay, established standby rate shall apply from the first day of the delay.

8. Equipment not used and on job site for up to five consecutive days may be classified at standby rates, provided the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work.

Equipment still on the jobsite but not in use after five consecutive days will not be considered in the modification pricing.

9. Requests for compensation for equipment stand by time must be justified, documented and itemized separately.

10. The estimated timeframe (daily, weekly, monthly) for use of the equipment must reflect the lowest cost to the Government.

E. Establishment and Application of Overhead and Profit Percentages:

1. Home Office Overhead and Profit (OH&P) shall be applied to direct costs only. Profit shall not be applied to overhead amounts; and overhead shall not be applied to profit.

Home office overhead shall contain only allowable, allocable, and reasonable costs per the contract documents and FAR Part 31. Profit percentages are based on risk factors found in FAR Part 31 which have been applied to the specific type of work included in this project.

2. Total aggregate limit of markup (OH&P) for Contractor and Subcontractors on modification work shall not exceed 25%. The NPS will not be responsible for allocation of percentages between contractor and subcontractors at any tier.

3. If Contractors form a partnership, partnership may only receive home office overhead and profit in same amount as an individual Contractor (refer to paragraph 1.3,E,1 above). It is the responsibility of the partners to decide on division of revenue.

4. Combined Increases and Decreases: On proposals involving both increases and decreases in the Contract Price, overhead and profit mark-ups are required on net increases and deducted on net decreases.

5. At no time can profit be calculated on Overhead or itself, it must be calculated on direct costs of work only.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 26 01

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012721 DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. Section explains in general, what is and is not included in a contract line item, and limits or cut-off points where one item ends and another begins.

B. If no contract line item exists for a portion of work, include costs in a related item.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item Number 1: Mobilization & Demobilization

1. This item shall include full compensation for all labor, materials, tools, equipment, and incidentals making up the cost of mobilization, move-in, move-out, all necessary bonds, insurance, permits, licenses, fees, and developing pre-mobilization submittals as required for the work. This item also includes demobilization, including the removal of all equipment, supplies, personnel and incidentals from the project at the end of construction, and the completion of all project close-out submittals.

2. Payment shall not exceed 10% of the total contract price. Payment for mobilization shall be made with the first progress payment and shall not exceed 80 percent of the bid item amount. Payment for demobilization shall be made with the last progress payment and shall not be less than 20 percent of the bid item amount.

B. Contract Line Item Number 2: Temporary Erosion Control and Construction Fencing

1. This item consists of, but is not limited to: (1) developing and submitting an Under-An-

Acre Pollution Prevention Plan (UPPP) to be approved by the CO, (2) implementing the erosion control measures as specified in the approved UPPP, (3) inspecting and replacing all erosion control structures as needed, (4) and the installation, maintenance, and removal of all temporary construction fencing.

2. Payment will be made at the contract lump sum price based on percentage complete.

C. Contract Line Item Number 3: Water Distribution System – HDPE Pipe and Appurtenances

1. This item consists providing all labor, material, and equipment for installation of the entire

3-inch HDPE DR 9 waterline, constructed open trench and HDD, which includes, but is not limited to: (1) installation of fusible HDPE waterline by qualified and certified personnel, (2) all associated submittals and shop drawings, (3) trench work, including

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012721 DEFINITION OF CONTRACT LINE ITEMS

excavation, backfill, compaction, etc. (where shared trenches are used, apportion the cost of the trench work to each CLIN accordingly), (4) tracer wire with access boxes and warning tape, (5) bends and other fittings, (6) temporary water system, (7) connections to existing waterline, (8) gate valve and box assemblies, (9) testing and inspection of the system, and (10) all associated work as required to construct a complete and operational waterline for the Park, in accordance with the contract requirements.

2. Payment will be made at the contract lump sum price based on agreed percentage complete.

D. Contract Line Item Number 4: Backflow Preventer Assembly with Pad and Cage

1. This item consists of providing all labor, material, and equipment for installation of the one reduced pressure 2-inch backflow preventer assembly for the water service line, which includes, but is not limited to: (1) complete backflow preventer assembly with freeze protection device, (2) support assembly comprised of the concrete pad and base as shown on the construction drawings, (3) backflow preventer protection cage with lock, (4) connection fittings, (5) submittals and shop drawings, and (6) all appurtenant work as required to install a complete and operational backflow preventer for the water service line for the Park, in accordance with the contract requirements.

2. Payment will be made at the contract lump sum price based on the successfully installed backflow preventer assembly in accordance with the contract requirements.

E. Contract Line Item No. 5: Existing Waterline Demolition

1. This item consists providing all labor, material, and equipment for the removal and disposal of the existing 3-inch PVC Sch. 80 waterline to be demolished in accordance with the contract documents, as required for the project, which includes, but it not limited to: (1) trench work including excavation, backfill, compaction, etc. (where shared trenches are used, apportion the cost of the trench work to each CLIN accordingly), (2) removal and disposal of the existing water pipe, (3) capping the waterline as noted on the construction drawings, (4) temporarily removing and replacing pavers as directed in the contract documents, (5) cutting and replacing concrete sidewalk for existing waterline removal as directed in the contract documents, and (6) all associated work as required to demolish the existing water service line for the Park, in accordance with the contract requirements.

2. Payment will be made at the contract lump sum price based on agreed percentage complete.

F. Contract Line Item No. 6: Stripping, Stockpiling, and Surface Restoration

1. This item consists providing all labor, material, and equipment for the stripping, stockpiling, and re-use of topsoil materials, the installation of new sod, and any other required surface restoration, as required for the project, which includes, but it not limited to: (1) stripping topsoil from areas to be disturbed by construction, (2) transportation and stockpiling of topsoil in a manner that protects the materials and in an area approved by the CO, (3) maintaining and protecting stockpiles in accordance with the approved UPPP,

(4) replacing topsoil as directed in the contract documents, (5) complete surface restoration in disturbed areas, including the placement of new St. Augustine grass sod, and (6) hauling spoils to a site approved by the CO.

2. Payment will be made at the contract lump sum price based on agreed percentage complete.

END OF SECTION 01 27 00

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012721 PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

A. Section includes administrative provisions for coordinating construction operations on Project including, but not limited to, the following:

1. Definitions

2. Construction Coordination

3. Submittals

4. Coordination Drawings

5. Requests for Information (RFIs)

6. Project Meetings

7. Environmental Coordination

8. Permits

B. Related Requirements:

1. Section 01 32 16 "Construction Schedule" for preparing and submitting Contractor’s construction schedule.

2. Section 01 73 40 "Execution" for procedures for coordinating general installation and field-engineering services, including establishment of benchmarks and control points.

3. Section 01 77 00 "Closeout Procedures" for coordinating closeout of the Contract.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations to ensure efficient and orderly installation of each part of the Work.

1. Schedule construction operations in sequence required to obtain best results where installation of one part of the Work depends on installation of other components, before or after its own installation.

2. Coordinate installation of different components with other Contractors to ensure maximum accessibility for required maintenance, service, and repair.

3. Make provisions to accommodate items scheduled for later installation.

4. Where availability of space is limited, coordinate installation of different components to ensure maximum performance and accessibility for required maintenance, service, and repair of components, including mechanical and electrical.

5. Properly plan construction operations to include permit requirements. Allow enough time to execute permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Prepare memoranda for distribution to each party involved, outlining special procedures required for coordination. Include such items as required notices, reports, and list of attendees at meetings.

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C. Administrative Procedures: Coordinate scheduling and timing of required administrative procedures with other construction activities and activities of other contractors to avoid conflicts and to ensure orderly progress of the Work. Such administrative activities include, but are not limited to:

1. Preparation of Contractor's Construction Schedule

2. Preparation of the Schedule of Values

3. Installation and removal of temporary facilities and controls

4. Delivery and processing of submittals

5. Progress meetings

6. Permit requirements

7. Pre-installation conferences

8. Project closeout activities

9. Commissioning activities

1.3 SUBMITTALS

A. Division 1 documents: The following items shall be submitted a minimum of one week prior to

Preconstruction Conference. Contracting Officer will notify Contractor of tentative date for Pre-

Construction Conference.

1. Letter designating Project Superintendent

2. Construction Schedule

3. A Comprehensive Schedule of Values

4. Accident Prevention Plan

5. A List of Subcontractors for this project

6. Written statements from Subcontractors certifying compliance with applicable labor standard clauses.

7. Certificates of Insurance or SF1413 for Contactor and all Subcontractors

8. Waste Management Plan

9. Quality Control Plan

10. Under-An-Acre Pollution Prevention Plan (UPPP)

11. Contractors Commissioning Plan

12. Historic Preservation Protection Plan (HPPP)

13. List of Required Construction Permits. Include the following information for each permit:

a. Name of Permit

b. Agency(ies) with Jurisdiction issuing the permit

c. Information required from Government to complete permit application

B. Provide items listed to Contracting Officer before Pre-Construction Conference. If all documents have not been received one week prior to scheduled Pre-Construction Conference date, conference may be cancelled, Notice to Proceed may not be issued, and Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

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1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of

Contract Documents, Contractor shall prepare and submit an RFI utilizing form created on

NPS/DSC management software website.

1. Contracting Officer will not respond to RFIs submitted by other entities controlled by

Contractor.

2. Coordinate and submit RFIs in a prompt manner to avoid delays in the work.

B. Content of RFI: Include detailed, legible description of item needing information or interpretation and the following:

1. RFI number, numbered sequentially

2. Date

3. RFI subject

4. Specification Section number and title and related paragraphs, as appropriate.

5. Drawing number and detail references, as appropriate.

6. Field dimensions and conditions, as appropriate.

7. Contractor's suggested resolution: If Contractor's suggested resolution impacts Contract

Time or Contract Sum, Contractor shall state impact in RFI.

8. Contractor's signature

9. Requested date for response

10. Attachments: Include sketches, descriptions, measurements, photos, Product Data, Shop

Drawings, coordination drawings, and other information necessary to fully describe items needing interpretation.

a. Include dimensions, thicknesses, structural grid references, and details of affected materials, assemblies, and attachments on attached sketches.

C. Contracting Officer’s Action: Contracting Officer will review each RFI, determine action required, and respond. Contracting Officer will determine critical nature of each RFI and issue response accordingly.

1. The following are not considered to be RFIs and will receive no action:

a. Requests for approval of submittals.

b. Requests for approval of substitutions.

c. Requests for approval of Contractor's means and methods.

d. Requests for coordination information already indicated in Contract Documents.

e. Requests for adjustments in Contract Time or Contract Sum.

f. Requests for interpretation of Architect's actions on submittals.

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer's action may include a request for additional information; time for response will date from time of receipt of additional information.

3. Contracting Officer's action on RFIs may result in need for a change to Contract Time or

Contract Sum. All contract changes will be processed following terms and conditions of contract.

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1.5 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer will arrange an on-site meeting with Contractor. Meeting agenda will include the following as a minimum:

1. Roles & Responsibilities / Lines of Authority

2. Park rules and regulations

3. Jobsite Safety

4. Resolution of comments on required Division 1 documents

5. Coordination of Subcontractors

6. Labor law application

7. Modifications

8. Payments to Contractor

9. Payroll reports

10. Contract time

11. Liquidated damages

12. Contractor Performance Evaluation

13. Display of Hotline posters

14. Notice to proceed

15. Correspondence procedures

16. Acceptance/rejection of work

17. Progress meetings

18. Submittal procedures

19. NPS Final Accessibility Inspection

20. Environmental requirements

21. Permit requirements

22. As-constructed drawings/operation and maintenance (O&M) manuals.

23. Saturday, Sunday, holiday and night work.

24. Reference materials

25. Value engineering

26. Schedule of Values

B. Progress Meetings: Contracting Officer will schedule weekly meetings with Contractor The

Contractor shall facilitate these meetings and document the agenda and minutes.

1. Attendees: In addition to Government Representatives, each Contractor, Subcontractor, supplier, and other entity concerned with current progress or involved in planning, coordination, or performance of future activities shall be represented. Participants at meeting shall be familiar with Project and authorized to conclude matters relating to the

Work.

2. Agenda: Review and correct or approve minutes of previous progress meeting. Review other items of significance that could affect progress. Meeting agenda will include:

a. Approval of minutes of previous meetings

b. Submittal status

c. Review of off-site fabrication and delivery schedules.

d. Requests for information (RFI) and other issues.

e. Modifications

f. Work in progress and projected.

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1) Status of required inspections (Special Inspections, Accessibility, etc.)

g. Inspections of work in progress and projected (Special inspections, Accessibility, etc.)

h. Construction Schedule update (provide updated Critical Path Method (CPM)).

i. Status of Project Record Drawings and O&M manuals.

j. Other business relating to work.

k. Permit requirements

1.6 ENVIRONMENTAL COORDINATION

A. Contractor’s Environmental Manager: Designate on-site party responsible for overseeing

Contractor’s conformance to environmental goals for project and implementing procedures for environmental protection.

1. Qualifications: Minimum 3 years Construction experience on projects of similar size and scope; with environmental procedures similar to this project; familiar with environmental regulations applicable to construction operations.

2. Responsibilities: Responsibilities shall include:

a. Compliance with applicable Federal, State, and local environmental regulations, including maintaining required documentation.

b. Implementation of Waste Management Plan (WMP).

c. Implementation of Under-An-Acre Pollution Prevention Plan (UPPP).

d. Present overview of environmental issues and summarize site specific procedures relating to management plans at Preconstruction conference.

e. Training for Contractor personnel in accordance with position requirements.

f. Monitoring and documentation of environmental procedures.

B. Perform project quality control in accordance with requirements specified in Related Sections, including:

1. Quality Requirements

2. Regulatory Requirements

3. Noise and Acoustics Management

4. Temporary Storm Water Pollution Prevention Environmental Management

5. Construction Waste Management

C. Contractor’s Environmental Training Program: Contractor shall provide environmental training for workers performing work on project site. Training shall include:

1. Overview of environmental issues related to building industry.

2. Overview of environmental issues related to Project.

3. Review of site-specific procedures and management plans:

a. Construction Waste Management

b. Noise and Acoustics Management

c. Temporary Storm Water Pollution Prevention

D. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan and Under-An-Acre Pollution Prevention Plan.

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1.7 PERMITS

A. General:

1. Permits and Responsibilities: Contractor shall, without additional expense to the

Government, be responsible for obtaining necessary licenses and permits, and for complying with Federal, State and municipal laws, codes, and regulations applicable to the performance of the work. Contractor shall also be responsible for damages to persons or property that occur as a result of Contractor’s fault or negligence; and for materials delivered and work performed until completion and acceptance of the work.

2. For the purpose of this contract, Contractor will not be considered an agent of the

Government. Contractor shall comply with appropriate Federal, State and local laws.

3. The Contractor shall properly plan construction operations to include any permit requirements. Allow enough time to execute any permit provisions to maintain work schedule, site visits, inspections, and reporting deadlines.

B. Potential Permits: Permits listed below were identified during the design process as likely to be required based on typical means and methods of construction. The list is provided to assist

Contractor in determining which permits will be required for contract’s chosen means and methods. The list shall not be considered complete; it is the Contractors’ responsibility to determine means and methods and obtain required permits. Contractor shall obtain all permits required to legally conduct work.

1. Backflow Preventer Assembly Permit from the City of St. Augustine Planning &

Building Department

C. Coordination with Agency(ies) with Jurisdiction Issuing Permits

1. Coordination: Contact the Agency(ies) with Jurisdiction as needed and sufficiently in advance to avoid delaying work: Coordinate meetings, reporting requirements, inspections, and other requirements.

D. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Construction Manager, and Park to avoid conflicts.

2. Supply needed information to Agency(ies) with Jurisdiction issuing permits, pay fees required and provide material needed to comply with permit’s conditions and provisions.

3. Provide permits to the Contracting Officer when permits are obtained.

PART 2 - PRODUCTS (Not Used)

END OF SECTION 01 31 00

CASA – 309065 01 32 18 - 1

051121 CONSTRUCTION SCHEDULE

SECTION 01 32 16 – CONSTRUCTION SCHEDULE

PART 1 - GENERAL

1.1 SUMMARY

A. Section consists of Construction Schedule requirements including:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

4. Time Impact Analysis.

B. Purpose: The Construction Schedule ensures adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. It shall assist the Contractor and

Contracting Officer (CO) in monitoring the progress of the work, evaluating proposed changes, and processing Contractor's monthly progress payments. It shall include the dates in the contract, phases, milestones, occupancies, holidays, weather consideration, a critical path, and the requirements of this section.

1.2 DEFINITIONS

A. Activity: A discrete part of a project identified for planning, scheduling, monitoring, and controlling the construction project. Activities included in a construction schedule consume time and resources.

1. Critical activities are activities on the critical path. They start and finish on the planned early start and finish times.

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

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

B. Cost Loading: Allocation of the Schedule of Values for completion of an activity as scheduled.

The sum of costs for all activities must equal the total Contract Sum, unless otherwise approved by the Contracting Officer.

C. Critical Path Method (CPM): Method of planning and scheduling a construction project where activities are arranged based on activity relationships. Network calculations determine when activities can be performed and the critical path of Project.

D. Critical Path: Longest connected chain of interdependent activities through the network schedule that establishes minimum overall Project duration and contains no float.

E. Float: Measure of leeway in starting and completing an activity.

1. Float: Not for the exclusive use or benefit of the Government or Contractor but is jointly owned.

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2. Free Float: Amount of time an activity can be delayed without adversely affecting the early start of the successor activity.

3. Total Float: Measure of leeway in starting or completing an activity without adversely affecting planned Project completion date.

F. Resource Loading: Allocation of manpower and equipment necessary for completion of an activity as scheduled.

G. Fragnet: A partial or fragmentary network that breaks down activities into smaller activities for greater detail.

1.3 SUBMITTALS

A. Electronic Copies: Schedules and reports submitted shall be provided to the CO in native and .pdf electronic file formats. The intent of the Government is to limit the number of printed reports to those determined by the project team as essential.

B. Schedule of Values: After contract award and before Pre-Construction conference, submit schedule of dollar values based on Contract Price Schedule.

C. Construction Baseline Schedule: After contract award and before Pre-Construction conference, electronically submit the baseline schedule, large enough to show entire schedule for entire construction period. Utilize Schedule of Values in preparation of Construction Baseline Schedule.

D. Construction Schedule Updates: On or before 7th day preceding progress payment request date, electronically submit to the CO estimates of percent completion of each schedule activity and necessary supporting data.

E. Construction Schedule Revisions and Time Impact Analysis: For each Construction Schedule revision, electronically submit a Time Impact Analysis. Incorporate a Fragmentary Network

(Fragnet) into currently accepted Construction Schedule that demonstrating how Contractor proposes to incorporate a modification, change, delay, or Contractor request.

1.4 QUALITY ASSURANCE

A. Contractor shall meet with Contracting Officer on day of the preconstruction conference to go over:

1. Review software limitations, content and format for reports.

2. Verify availability of qualified personnel needed to develop and update schedule.

3. Discuss constraints.

4. Review delivery dates for Government-furnished products.

5. Review schedule for work of separate Government contracts.

6. Review time required for review of submittals and re-submittals.

7. Review requirements for tests and inspections by independent testing and inspecting agencies.

8. Review time required for completion and startup procedures.

9. Review time required for obtaining and activating permits.

10. Review and finalize list of construction activities to be included in schedule.

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11. Review baseline schedule comments, resolve issues and progress on incorporating them.

12. Review procedures for updating schedule.

13. Discuss reporting requirements and establish protocol for naming and transmitting electronic schedules.

B. Contractor's Schedule Representative: Before the preconstruction conference, designate an authorized representative to be responsible for preparing and maintaining the Construction

Schedule. Submit resume outlining qualifications of Scheduler to Contracting Officer for acceptance. Scheduler shall have prepared and maintained at least 5 previous schedules of similar size and complexity similar to this Contract, demonstrating proficiency of using scheduling software. Authorized representative will be responsible for preparing the Baseline Schedule, required updates, revisions, Time Impact Analyses, and reports.

1.5 COORDINATION

A. Coordinate preparation and processing of schedules and reports with performance of construction activities and with scheduling and reporting of separate Contractors.

B. Coordinate Construction Baseline Schedule with Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing Construction Baseline Schedule, ensure Subcontractor’s work at all tiers, and prime Contractor’s work, is included and coordinated.

2. Secure time commitments for performing critical elements of work from parties involved.

3. Coordinate each construction activity in network with other activities and schedule in proper sequence.

PART 2 - PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component work activities used in the schedule for which progress payments may be requested. Work activities broken out within schedule of values shall be integrated into and made a logical part of the construction baseline schedule. Total costs for the component work activities shall equal contract price for that lump-sum item. Contracting

Officer may request data to verify accuracy of dollar values. Include mobilization, general condition costs, overhead and profit in the total dollar value of unit price items and in the component work activities for each lump-sum item. Do not include mobilization, general condition costs, overhead or profit as a separate item.

B. Do not break down unit price items. Use only the contract price for unit price items.

C. Total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments and the Construction Schedule.

D. An acceptable Schedule of Values shall be agreed upon by the Contractor and CO before the first progress payment is processed.

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2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Baseline Schedule: Prepare Construction Baseline Schedule using a computerized, cost and resource-based, time-scaled Critical Path Method network analysis diagram for the

Work.

1. Develop and finalize Construction Baseline Schedule so it can be accepted for use no later than 30 days after date established for the Notice of Award.

a. Failure to include any work item required for performance of this Contract shall not excuse Contractor from completing work within…