B08 40527268 RFP Att1 Specs.pdf

AMISTAD

NATIONAL RECREATION AREA

Rehabilitate Deteriorated Water System Components at Diablo East

AMIS

PMIS NO. 269091

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

INTERMOUNTAIN REGION

January 2021

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AMIS - 269091 TOC-1

TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

011100 Summary of Work 012700 Definition of Contract Line Items 013100 Project Management and Coordination 013216 Construction Schedule 013323 Submittal Procedures

013513.22 Archeological Protection

013523 Safety Requirements 014000 Quality Requirements 015000 Temporary Facilities and Controls

015719.12 Noise & Acoustics Management

016700 Product Requirements 017340 Execution 017419 Construction Waste Management and Disposal 017700 Closeout Procedures 017823 Operation and Maintenance Data

DIVISION 03 – CONCRETE

033000 Cast in Place Concrete

DIVISION 22 – PLUMBING

221113 Facility Water Distribution Piping

DIVISION 33 – UTILITIES

311000 Site Clearing 311001 Restoration of Surfaces 312200 Topsoiling and Finish Grading

312316.13 Rock Removal

312333 Earthwork for Trenches and Structures 321216 Asphalt Paving 331300 Disinfection of Water System

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AMIS - 269091 01 11 00 - 1

SUMMARY OF WORK

SECTION 01 11 00

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes the following:

1. Work covered by the Contract Documents.

2. Work under other contracts.

3. Contractor use of premises.

4. Public use of site.

5. Occupancy requirements for buildings.

6. Work Restrictions.

7. Special Construction Requirements.

8. Additional Reports.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: The work is located at Amistad National Recreation Area (AMIS), located in remote southwestern Texas, 150 miles west of San Antonio, TX on TX Hwy 90. The work site is at the Diablo East area of the Park, approximately 3 miles from the US/Mexico border. Del Rio is the nearest town offering lodging, gasoline, repair services and food.

B. The Work consists of the following:

1. Abandonment of existing water main, service lines, and appurtenances

2. New HDPE water mains, encasement piping

3. Tracer wire and access stations

4. Gate valves, fire hydrants, water service lines, curb stops, and appurtenances

5. Reduced pressure zone valves (RPZ), Pressure reducing valves (PRV) and air release valves (ARV)

6. Fiber conduit, access boxes

7. New HDPE water pipe from well house to road

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

D. The Contractor shall make every effort to minimize vehicular movements up and down the maintenance road to minimize damage to the road.

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1.3 PROJECT CONDITIONS

A. Temporary Water Services may be required for this contract. The new water system will be installed while the old line is still online. Water will be switched over once the new waterline has been completed. Coordinate with Park to determine if temporary water services are needed.

B. Work days and hours. The work of this contract shall be performed from Monday thru Friday.

The work hours are from 7:00 AM to 5:00 pm. No work is to be performed on weekends or Federal Holidays, or outside the set work hours without the approval of the Contracting Officer’s Representative (COR). However when work requires shutting water off to the facilities, this must be done at night between 11 PM and 5 AM. The Contractor must schedule with the COR 24 hours in advance before shutting of any water to the facilities.

C. Services. NPS phones are not available for use. Cell phone coverage is generally reliable. The job requires that a portable outhouse be supplied by the contractor for their employees. Food and lodging is not available at the jobsite, commercial lodging and grocery stores are available in Del Rio, TX.

D. Utilities. The Contractor shall provide all necessary power for their work. The Contractor shall be responsible for locating and preventing damage to all utilities. If damage occurs, repair utility at no additional expense to the Government.

E. Work Limits. Confine all operations to the work limits of the project, set by the COR. For pipelines, work only 15’ maximum from center of trench. Do not drive across open landscape.

Access to worksite and trenches are from the road only.

F. Material and Equipment Storage: Location as designated by the CO.

1.4 WORK UNDER OTHER CONTRACTS

A. General: Cooperate fully with separate contractors (if any) so work on those contracts may be carried out smoothly, without interfering with or delaying work under this Contract. Coordinate the Work of this Contract with work performed under separate contracts. Concurrent construction contracts, if any, will be discussed at the Pre-Construction meeting.

1.5 CONTRACTOR USE OF SITE

A. General: Contractor shall have limited use of the site for construction operations. Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated. Government offices and housing will remain operational during construction and require access and occupancy.

1. Limits: Confine constructions operations to the water tank site boundary

B. Storage of Materials: Confine storage of materials to areas as identified by Park. Location will be in proximity to the project site.

C. Preservation of Natural Features:

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

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

3. Do not remove, injure, or destroy trees or other plants without prior approval. Consult with Contracting Officer or their representative and remove agreed-on roots and branches that interfere with construction.

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

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

D. Driveways and Entrances: Keep driveways and entrances serving premises clear and available to Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

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.

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

F. Hauling Restrictions: Comply with all legal load restrictions in the hauling of materials. Load restrictions on park roads are identical to the state load restrictions with such additional regulations as may be imposed by the Park Superintendent. Park specific regulations, if any, will be discussed at Pre-Construction meeting. A special permit will not relieve Contractor of liability for damage which may result from moving of equipment.

1.6 PUBLIC USE OF SITE

A. Contractor shall at all times conduct his operations to ensure the least inconvenience to the public.

Road closures will be permitted, when required, upon specific approval of Contracting Officer or their representative for a maximum of 8 hours.

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS

A. Existing Buildings

1. Full Government Occupancy: Government will occupy buildings that will be under construction during the entire contract period. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with Government's day-to-day operations. Maintain existing exits, unless otherwise indicated.

a. Maintain access to existing walkways, corridors, and other adjacent occupied or used facilities. Do not close or obstruct walkways, corridors, or other occupied or used facilities without written permission from the Contracting Officer or their representative.

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1.8 CONDUCT OF OPERATIONS

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

B. Work on Saturdays, Sundays, Federal holidays or at night may not be performed without prior consent from the Contracting Officer or their representative. Submit requests 48 hours in advance of the work to the Contracting Officer or their representative for approval.

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 or their representative.

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.

1. Weekend Hours: To be determined at Pre-Construction meeting.

2. Early Morning Hours: To be determined at Pre-Construction meeting.

B. Existing Utilities

1. Existing Utilities: Notify Contracting Officer or their representative 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.

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 or their representative not less than two days in advance of proposed utility interruptions.

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

3. Hours for Utility Shutdowns: Determined by Contracting Officer

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

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DEFINITION OF CONTRACT LINE ITEMS

SECTION 01 27 00

DEFINITION OF CONTRACT LINE ITEMS

PART 1 - GENERAL

1.1 SUMMARY

A. The intent of this section is to explain, in general, what is and what is not included in a contract line item, and the limits or cut-off points where one item ends and another begins.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 01 – Remove and Dispose of Existing Water Main

1. This item consists of all work and materials necessary for the removal and disposal of existing cast iron, PVC, or HDPE water pipe including existing valves, fittings, tracer wire, gaskets, all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

B. Contract Line Item No. 02 – 2” HDPE Water Service Line

1. This item consists of all work, materials, and labor necessary for the trench excavation, 100% rock trenching, installation of pipe, detectable warning tape, bedding, backfill, compaction, compaction testing, fittings, gaskets, bolts, joint restraints, thrust blocks, pressure testing, stripping and grubbing, erosion control, traffic control, utility crossings, disinfection, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

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C. Contract Line Item No. 03 – 4” HDPE Water Main

1. This item consists of all work, materials, and labor necessary for the trench excavation, 100% rock trenching, installation of pipe, detectable warning tape, tracer wire with access boxes, bedding, backfill, compaction, compaction testing, fittings, wyes, tees, elbows, gaskets, bolts, joint restraints, thrust blocks, pressure testing, stripping and grubbing, erosion control, traffic control, utility crossings, disinfection, connection to existing water main, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

D. Contract Line Item No. 04 – 6” HDPE Water Main

1. This item consists of all work, materials, and labor necessary for the trench excavation, 100% rock trenching, installation of pipe, detectable warning tape, tracer wire with access boxes, conduit for fiber internet, conduit access boxes, electrical cable replacement, bedding, backfill, compaction, compaction testing, fittings, wyes, tees, elbows, gaskets, bolts, joint restraints, thrust blocks, pressure testing, stripping and grubbing, erosion control, traffic control, utility crossings, disinfection, connection to booster pump house, connection to existing 6” water main, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

E. Contract Line Item No. 05 – 8” HDPE Water Main

1. This item consists of all work, materials, and labor necessary for the trench excavation, 100% rock trenching, installation of pipe, detectable warning tape, tracer wire with access boxes, conduit for fiber internet, conduit access boxes, bedding, backfill, compaction, compaction testing, fittings, wyes, tees, elbows, gaskets, bolts, joint restraints, thrust blocks, pressure testing, stripping and grubbing, erosion control, traffic control, utility crossings, disinfection, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

F. Contract Line Item No. 06 – 8” HDPE Encasement Pipe for 2” HDPE Water Service Line

1. This item consists of all work, materials, and labor necessary for the installation of encasement pipe, fittings, end seals, concrete seals, pipe spacers, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified. Detectable warning tape, tracer wire with access boxes, trench excavation, bedding, backfill, stripping and grubbing, traffic control, erosion control, restoration, and compaction are included in Line Item No. 2.

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G. Contract Line Item No. 07 – 10” HDPE Encasement Pipe for 4” Water Main

1. This item consists of all work, materials, and labor necessary for the installation of encasement pipe, fittings, end seals, concrete seals, pipe spacers, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified. Detectable warning tape, tracer wire with access boxes, trench excavation, bedding, backfill, stripping and grubbing, traffic control, erosion control, restoration, and compaction are included in Line Item No. 3.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

H. Contract Line Item No. 08 – 14” HDPE Encasement Pipe for 6” and 8” Water Main

1. This item consists of all work, materials, and labor necessary for the installation of encasement pipe, fittings, end seals, concrete seals, pipe spacers, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified. Detectable warning tape, tracer wire with access boxes, trench excavation, bedding, backfill, stripping and grubbing, traffic control, erosion control, restoration, and compaction are included in Line Item No. 5.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

I. Contract Line Item No. 09 – 4” Gate Valve

1. This item consists of the installation of a 4” gate valve, valve access riser with lid, thrust blocks, joint restraints, bolts, gaskets, concrete collar, restoration, including all materials, labor, and all other appurtenances to complete the work as specified in accordance with all other requirements stated or otherwise implied in the contract documents, drawings and specifications.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

J. Contract Line Item No. 10 – 8” Gate Valve

1. This item consists of the installation of an 8” gate valve, valve access riser with lid, thrust blocks, joint restraints, bolts, gaskets, concrete collar, restoration, including all materials, labor, and all other appurtenances to complete the work as specified in accordance with all other requirements stated or otherwise implied in the contract documents, drawings and specifications.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

K. Contract Line Item No. 11 – Fire Hydrant with 6” Gate Valve

1. This item consists of the installation of a fire hydrant including a 6” gate valve, valve access riser with lid, HDPE pipe wrap, crushed rock, concrete splash pad with rock embedment, thrust blocks, joint restraints, bolts, gaskets, restoration, tee, all materials, labor, and all other appurtenances to complete the work as specified in accordance with all other requirements stated or otherwise implied in the contract documents, drawings and specifications.

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L. Contract Line Item No. 12 –Water Service Connection

1. This item consists of all work, materials, and labor necessary for the installation of a water service connection to the water main including the tapping saddle, corp stop, pressure reducing valves, bedding, backfill, compaction, fittings, gaskets, bolts, joint restraints, curb stop and riser, lid, concrete collar, thrust blocks, pressure testing, disinfection, tracer wire, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

M. Contract Line Item No. 13 – Reduced Pressure Zone Valve (RPZ) and Access Box

1. This item consists of all work, materials, and labor necessary for the installation of a RPZ valve and access box including bedding, backfill, compaction, fittings, lock with key, concrete pad, air gap with reducer, PVC drain, gravel, gaskets, bolts, joint restraints, thrust blocks, unions, pressure testing, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

N. Contract Line Item No. 14 – Pressure Reducing Valve (PRV) and Access Box

1. This item consists of all work, materials, and labor necessary for the installation of a PRV valve and access box including bedding, backfill, compaction, fittings, lock with key, unions, concrete pad, gravel, gaskets, bolts, joint restraints, thrust blocks, pressure testing, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

O. Contract Line Item No. 15 – Air Release Valve (ARV) and Vault

1. This item consists of all work, materials, and labor necessary for the installation of an air release valve and access box including bedding, backfill, compaction, fittings, box cover, vent mesh, concrete pad, drain, gravel, gaskets, bolts, restoration, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

P. Contract Line Item No. 16 – 1 ¼” HDPE Conduit

1. This item consists of all work, materials, and labor necessary for the installation of 1 ¼”

HDPE conduit including bedding, backfill, compaction, fittings, access boxes, box covers, nylon pull cord, plugs, glue, warning tape, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified. Trench excavation, bedding, backfill, restoration, and compaction are included in Line Item No. 5.

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Q. Contract Line Item No. 17 – Temporary Water System

1. This item consists of all work, materials, and labor necessary for the installation of, maintenance, and operation of a temporary potable water system to maintain water supply in the Park during construction including HDPE piping, valves, fittings, disinfection, appurtenances, connections to existing water main, and services removal and disposal of system after completion of project, and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. Measurement for payment will be by the lump sum

3. Payment will be made at the contract lump sum price

R. Contract Line Item No. 18 - Remove and Replace 6” Waterline to Pump House

1. This item consists of all work and materials necessary for the removal and disposal of existing cast iron, PVC, or HDPE water pipe including existing valves, fittings, tracer wire, gaskets, trench excavation, installation of pipe, detectable warning tape, tracer wire with access boxes, conduit for fiber internet, conduit access boxes, electrical cable replacement, bedding, backfill, compaction, compaction testing, fittings, wyes, tees, elbows, gaskets, bolts, joint restraints, thrust blocks, pressure testing, stripping and grubbing, erosion control, traffic control, utility crossings, disinfection, connection to booster pump house, connection to existing 6” water pipe, restoration, encasement pipe, fittings, end seals, concrete seals, pipe spacers, appurtenances and all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

2. all other components stated or otherwise implied in the contract documents, drawings and specifications to complete the work as specified.

3. Measurement for payment will be by the lump sum

4. Payment will be made at the contract lump sum price

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AMIS - 269091 01 31 00 - 1

PROJECT MANAGEMENT AND COORDINATION

SECTION 01 31 00

PROJECT MANAGEMENT AND COORDINATION

PART 1 - GENERAL

1.1 SUMMARY

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

1. Construction Coordination.

2. Submittals

3. Coordination Drawings.

4. Requests for Information (RFIs).

5. Project meetings.

6. Environmental Coordination.

7. Permits

B. Related Requirements:

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

2. Section 01 77 00 “Closeout Procedures” for coordinating closeout of the Contract.

1.2 CONSTRUCTION COORDINATION

A. Coordination: Work outside the scope of this Project is not expected to occur during the period this Project is under construction. In the event that contractors not related to this Project are working within the construction limits of this project, weekly progress meetings are to be held in order to ensure that work on each project is not affected by the other work.

B. 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, the following:

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.

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1.3 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of two weeks prior to the Preconstruction Conference. Contracting Officer or their representative will notify Contractor of tentative date for the Pre-Construction Conference.

1. Letter designating Project Superintendent.

2. Construction Schedule.

3. A comprehensive breakdown of the 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. Satisfactory evidence of liability insurance coverage and workman’s compensation for the Contactor and all subcontractors.

8. Waste Management Plan.

9. Quality Control Plan.

10. Temporary Storm Water Pollution Prevention Plan (SWPP or UPPP).

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

a. Name of Permit.

b. The Agency(ies) with Jurisdiction issuing the permit.

c. Information required from the Government to complete the permit application.

B. All items listed must be provided to the Contracting Officer or their representative before the Pre-Construction Conference is held. If all of these documents have not been received two weeks prior to the scheduled Pre-Construction Conference date, the conference will be postponed, Notice to Proceed will not be issued. No extension to the Contract will be made for late submittals. Work shall not commence until written Notice to Proceed has been issued.

1.4 REQUESTS FOR INFORMATION (RFIs)

A. General: Immediately on discovery of the need for additional information or interpretation of the Contract Documents, Contractor shall prepare and submit an RFI to the Contracting Officer’s Representative (COR).

1. Contracting Officer or their representative 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 the RFI: Include a 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.

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7. Contractor's suggested resolution. If Contractor's suggested resolution impacts the Contract Time or the Contract Sum, Contractor shall state impact in the 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 or their representative’s Action: Contracting Officer or their representative will review each RFI, determine action required, and respond. Contracting Officer or their representative will determine the critical nature of each RFI and issue a 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 the Contract

Documents.

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

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

g. Incomplete RFIs or inaccurately prepared RFIs.

2. Contracting Officer or their representative's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

1.5 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer or their representative will arrange an on-site meeting with Contractor. The 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 01 documents.

5. Coordination of Subcontractors.

6. Labor law application.

7. Modifications.

8. Payments to Contractor.

9. Payroll reports.

10. Contract time.

11. Display of Hotline posters.

12. Notice to proceed.

13. Correspondence procedures.

14. Acceptance/rejection of work.

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15. Progress meetings.

16. Submittal procedures.

17. Environmental requirements.

18. Permit requirements.

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

20. Saturday, Sunday, holiday and night work.

21. Reference materials.

B. Progress Meetings: The Contracting Officer or their representative will schedule weekly meetings with the Contractor.

1. Attendees: In addition to Government Representatives, the Contractor shall be represented at these meetings. Sub-contractors, as deemed necessary by the Contractor or Contracting Officer or their representative will also be present at progress meetings.

All participants at the meeting shall be familiar with the 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. The meeting agenda will include the following:

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.

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

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

h. Construction Schedule update (provide updated 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 an on-site party responsible for overseeing the Contractor’s conformance to environmental goals for the project and implementing procedures for environmental protection. This individual may also be the Contractors project superintendent.

1. Qualifications: Minimum 3 years Construction experience on projects of similar size and scope; with environmental procedures similar to those of this project; must be 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 the Waste Management Plan (WMP).

c. Implementation of the Storm Water Pollution Prevention Plan (SWPPP).

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

e. Training for Contractor personnel in accordance with their 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 & Acoustics Management.

4. Temporary Storm Water Pollution Prevention Environmental Management.

5. Construction Waste Management.

C. Provide documentation for environmental procedures as specified herein and in accordance with approved Waste Management Plan and Storm Water Pollution Prevention Plan.

1.7 PERMITS

A. General:

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

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

2. For the purpose of this contract the Contractor will not be considered an agent of the Government. Therefore the Contractor will comply with the appropriate Federal, State and local laws.

B. Administrative Procedures:

1. Coordinate scheduling and timing of required administrative provisions of project permits with Agency(ies) with Jurisdiction, Contracting Officer or their representative and Park to avoid conflicts and to ensure orderly execution of the Work.

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

3. Provide the permits to the Contracting Officer or their representative when the permits are obtained.

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 31 00

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Project:

Contract No.: Date:

To:

cc:

From:

Subject:

Please provide the following information or clarification:

Response required by

Date:

To:

From:

Subject: Response to RFI No___

REQUEST FOR INFORMATION #

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CONSTRUCTION SCHEDULE

SECTION 01 32 16

CONSTRUCTION SCHEDULE

PART 1 - GENERAL

1.1 SUMMARY

A. This Section consists of Construction Schedule requirements including but not limited to the following:

1. Schedule of Values

2. Construction Schedule Requirements.

3. Construction Schedule Updates.

B. Purpose: The purpose of the Construction Schedule is to ensure adequate planning, coordination, scheduling, and reporting during execution of the work by the Contractor. The Construction Schedule will assist the Contractor and Contracting Officer or their representative in monitoring the progress of the work, evaluating proposed changes, and processing the Contractor's monthly progress payment.

1.2 DEFINITIONS

A. Activity: A discrete part of a project that can be 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 must 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. CPM: Critical path method, which is a 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.

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

D. Float: The measure of leeway in starting and completing an activity.

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

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

3. Total float is the measure of leeway in starting or completing an activity without adversely affecting the planned Project completion date.

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1.3 SUBMITTALS

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

B. Construction Baseline Schedule: After contract award and before the Pre-Construction conference, submit baseline schedule, showing entire schedule for entire construction period.

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

D. Construction Schedule Revisions: For each Construction Schedule revision submit revised schedule demonstrating how the Contractor proposes to incorporate a modification, change, delay, or Contractor request into the Construction Schedule.

1.4 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 Schedule with the Schedule of Values, list of subcontracts, Submittals Schedule, progress reports, payment requests, and other required schedules and reports.

1. In developing the Construction Schedule, ensure that Subcontractor’s work at all tiers, as well as the prime contractor’s work, is included and coordinated in the Construction Schedule.

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

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

PART 2 - PRODUCTS

2.1 SCHEDULE OF VALUES

A. Breakdown each lump-sum item into component parts of work for which progress payments may be requested. The total costs for the component parts of work shall equal the contract price for that lump-sum item. The Contracting Officer or their representative 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 parts of work 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. The total cost of all items shall equal the contract price. The Schedule of Values will form the basis for progress payments.

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D. An acceptable Schedule of Values shall be agreed upon by the Contractor and Contracting Officer or their representative before the first progress payment is processed.

2.2 CONSTRUCTION SCHEDULE REQUIREMENTS

A. Construction Schedule: Prepare Construction Schedule using a computerized, time-scaled CPM network analysis diagram for the Work.

1. Develop and finalize Construction 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 all work within applicable completion dates, regardless of Governments acceptance of the schedule.

2. Establish procedures for monitoring and updating Construction Schedule and for reporting progress. Coordinate procedures with progress meeting and payment request dates.

3. Use "one workday" as the unit of time. Incorporate nonworking days and government holidays into the schedule.

B. Construction Schedule Preparation: Prepare a list of all activities required to complete the Work. Identify probable critical paths.

1. Activities: Indicate the estimated duration, sequence requirements, and relationship of each activity in relation to other activities.

2. Critical Path Activities: Identify critical path activities, including those for interim completion dates. Scheduled start and completion dates shall be consistent with Contract milestone dates.

3. Processing: Process data to produce output data on a computer-drawn, time-scaled network. Revise data, reorganize activity sequences, and reproduce as often as necessary to produce the CPM schedule within the limitations of the Contract Time.

4. The Construction Baseline Schedule as developed shall show the sequence and interdependence of activities required for complete performance of the work. Ensure all work sequences are logical and the Construction Schedule shows a coordinated plan of the work.

5. Consider seasonal weather conditions in planning and scheduling all work influenced by high and low ambient temperatures, wind, or precipitation to ensure completion of all work within the contract time.

6. Time Frame: Proposed duration assigned to each activity shall be the Contractor's best estimate of time required to complete the activity considering the scope and resources planned for the activity.

a. An early finish date may be shown but the late finish date must be the same date as the last day of the contract period.

b. Contract completion date shall not be changed by submission of a schedule that shows an early completion date.

c. The Contractor shall limit use of lead or lag duration’s between schedule activities.

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d. Activity Duration: Define activities so no activity is longer than 15 days, except for non-construction activities including mobilization, shop drawings and submittals, fabrication and delivery of materials and equipment.

e. Procurement Activities: Include procurement process activities for long lead items and major items, requiring a cycle of more than 60 days, as separate activities in schedule. Procurement cycle activities include, but are not limited to, submittals, approvals, purchasing, fabrication, and delivery.

f. Submittal Review Time: Include review and re-submittal times indicated.

Coordinate submittal review times in Construction Schedule.

g. Substantial Completion: Allow time for Government administrative procedures necessary for certification of Substantial Completion.

7. Constraints: Include constraints and work restrictions indicated in the Contract Documents and as follows in schedule, and show how the sequence of the Work is affected.

a. Work Restrictions: Show the effect of the following items on the schedule:

1) Coordination with existing construction.

2) Limitations of continued occupancies.

3) Uninterruptible services.

4) Use of premises restrictions.

5) Provisions for future construction.

6) Seasonal variations.

8. Milestones: Include milestones indicated in the Contract Documents in schedule, including, but not limited to, the Notice to Proceed, Substantial Completion, and Final Completion.

C. Joint Review, Revision, and Acceptance:

1. Within seven calendar days of receipt of the Contractor's proposed Construction Schedule, the Contracting Officer or their representative and Contractor shall meet for joint review, correction, or adjustment of the initial Construction Schedule. Any areas which, in the opinion of the Contracting Officer or their representative, conflict with timely completion of the project shall be subject to revision by the Contractor.

2. Within seven calendar days after the joint review between the Contractor and Contracting Officer or their representative, the Contractor shall revise and resubmit the Construction Baseline Schedule in accordance with agreements reached during the joint review.

3. In the event the Contractor fails to define any element of work, activity, or logic, and the Contracting Officer or their representative review does not detect this omission or error, such omission or error, when discovered by the Contractor or Contracting Officer or their representative, shall be corrected by the Contractor within seven calendar days and shall not affect the contract time.

4. Upon acceptance of the Construction Schedule by the Contracting Officer or their representative, the Construction Schedule will be used to evaluate the Contractor's monthly applications for payment based upon information developed at the monthly Construction Schedule update meeting.

D. Computer Software: Prepare schedules using a program that has been developed specifically to manage construction schedules.

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PART 3 - EXECUTION

3.1 CONSTRUCTION SCHEDULE UPDATES

A. Progress Meeting Updates: Provide updated schedule information before each weekly progress meeting.

1. Issue updated schedule concurrently with the report of each such meeting. Incorporate revisions into the schedule in a timely manner.

B. Monthly Schedule Updates:

1. General: Update the Construction Schedule on a monthly basis to reflect actual construction progress and activities throughout the entire contract period and until project substantial completion. The status date of each schedule update shall be the 7th day preceding the progress payment request date.

2. Progress Payments: The monthly updating of the Construction Schedule shall be an integral part of the process upon which progress payments will be made under this contract. If the contractor fails to provide schedule updates or revisions, then a portion of his monthly payment may be retained until such corrections have been made.

C. Distribution: Distribute copies of accepted schedule to Contracting Officer or their representative, Subcontractors, testing and inspecting agencies, and other parties identified by Contractor with a need-to-know schedule responsibility.

1. When revisions are made, distribute updated schedules to the same parties. Delete parties from distribution when they have completed their assigned portion of the Work and are no longer involved in performance of construction activities.

D. Construction Schedule Revisions:

1. Required Revisions: If, as a result of the monthly schedule update, it appears the Construction Schedule no longer represents the actual prosecution and progress of the work, the Contracting Officer or their representative will request, and the Contractor shall submit, a revision to the Construction Schedule. The Contractor may also request reasonable revisions to the Construction Schedule in the event the Contractor's planning for the work is revised. If the Contractor desires to make changes in the Construction Schedule, the Contractor shall notify the Contracting Officer or their representative in writing, stating the reason for the proposed revision. Accepted revisions will be incorporated into the Construction Schedule at the next monthly schedule update.

END OF SECTION 013216

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AMIS - 269091 01 33 23 - 1

SUBMITTAL PROCEDURES

SECTION 01 33 23

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Shop Drawings, Product Data, Samples, and other submittals.

1.2 DEFINITIONS

A. Action Submittals: Written, graphic information, and physical samples that require Government’s responsive action.

B. Informational Submittals: Written information that does not require Government’s responsive action. Submittals may be rejected for not complying with the requirements.

C. File Transfer Protocol (FTP): Communications protocol that enables transfer of files to and from another computer over a network and that serves as the basis for standard Internet protocols. An FTP site is a portion of a network located outside of network firewalls within which internal and external users are able to access files.

D. Portable Document Format (PDF): An open standard file format licensed by Adobe Systems used for representing documents in a device-independent and display resolution-independent fixed-layout document format.

1.3 GENERAL SUBMITTAL PROCEDURES

A. General: Prepare and submit submittals required by individual Specification Sections. Types of submittals are indicated in individual specific sections.

1. Contracting Officer or their representative reserves the right to require submittals in addition to those called for in individual sections.

B. Coordination: Coordinate preparation and processing of submittals with performance of construction activities. Review them for legibility, accuracy, completeness, and compliance with Contract Documents.

1. Coordinate each submittal with fabrication, purchasing, testing, delivery, other submittals, and related activities that require sequential activity.

2. Coordinate transmittal of different types of submittals for related parts of the Work so processing will not be delayed because of need to review submittals concurrently for coordination.

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a. Contracting Officer or their representative reserves the right to withhold action on a submittal requiring coordination with other submittals until related submittals are received.

C. Submittal List: Refer to the requirements of the individual Specification Sections and the terms and conditions of the Contract for required submittals.

D. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence when an e-mail notification is received by the Contracting Officer or their representative. When the Contracting Officer or their representative has completed their review, an e-mail notification will be sent to the Contractor indicating the submittal has been processed. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing, including re-submittals.

1. Action Submittals

a. Initial Review: Allow 15 days for initial review of each submittal. Allow additional time if coordination with subsequent submittals is required.

b. Re-submittal Review: Allow 15 days for review of each re-submittal.

2. Informational submittals

a. Review: Allow 7 days for review of each submittal.

E. Approved Equals:

1. For each item proposed as an “approved equal,” submit supporting data, including:

a. Drawings and samples as appropriate.

b. Comparison of the characteristics of the proposed item with that specified.

c. Changes required in other elements of the work because of the substitution.

d. Name, address, and telephone number of vendor.

e.