ATTACHMENT_1_-_Specifications.pdf

GATEWAY NATIONAL RECREATION AREA

JAMAICA BAY UNIT

BROOKLYN, NEW YORK

SOLICITATION # 140P2018R0017

REPLACE ELECTRICAL INFRASTRUCTURE FOR SAFETY ON

FLOYD BENNETT FIELD

PARK (GATE)

PMIS NO. 201185

CONSTRUCTION DOCUMENTS

PROJECT SPECIFICATIONS

NATIONAL PARK SERVICE

DENVER SERVICE CENTER

JULY 19, 2017

Replace Electrical Infrastructure For Safety On Floyd Bennett Field NPS Floyd Bennett Field, Brooklyn NY

GATE, PMIS No. 201185 Specification Table of Contents

OUTLINE SPECIFICATION – 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 33 23 SUBMITTAL PROCEDURES

01 35 13.22 ARCHEOLOGICAL PROTECTION

01 35 23 SAFETY REQUIREMENTS

01 40 00 QUALITY REQUIREMENTS

01 42 00 REFERENCES

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 29 CUTTING AND PATCHING

01 73 40 EXECUTION

01 74 19 CONSTRUCTION WASTE MANAGEMENT AND DISPOSAL

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIREMENTS FOR NON LEED PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 03: CONCRETE

03 05 05 CONCRETE TESTING AND INSPECTION

03 31 30 CONCRETE, MATERIALS AND PROPORTIONING

03 31 31 CONCRETE MIXING, PLACING, JOINTING, AND CURING

DIVISION 26: ELECTRICAL

26 05 00 ELECTRICAL: BASIC REQUIREMENTS

26 05 13 MEDIUM VOLTAGE CABLE

26 05 19 WIRE AND CABLE: 600 VOLT AND BELOW

26 05 26 GROUNDING AND BONDING

26 05 33 RACEWAYS AND BOXES

26 05 43 ELECTRICAL: EXTERIOR UNDERGROUND

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 ARC FLASH HAZARD ANALYSIS

26 08 13 ACCEPTANCE TESTING

DIVISION 31: EARTHWORK

31 10 00 SITE CLEARING

31 23 00 EARTHWORK

31 23 33 TRENCHING, BACKFILLING, AND COMPACTING FOR UTILITIES

Replace Electrical Infrastructure For Safety On Floyd Bennett Field NPS Floyd Bennett Field, Brooklyn NY

GATE, PMIS No. 201185 Specification Table of Contents

31 25 00 SOIL EROSION AND SEDIMENT CONTROL

DIVISION 32: EXTERIOR IMPROVEMENTS

32 12 16 ASPHALTIC CONCRETE VEHICULARPAVING

32 16 00 CONCRETE PAVEMENT, CURB, AND SIDEWALK

32 31 13 CHAIN LINK FENCE AND GATES

32 91 13 TOPSOILING AND FINISHED GRADING

32 92 00 SEEDING AND LANDSCAPING

End of Table of Contents

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091015 SUMMARY OF WORK

SECTION 01 11 00 – SUMMARY OF WORK

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. Government Furnished Materials.

4. Contractor use of premises.

5. Public use of site.

6. Conduct of Operations.

7. Work Restrictions.

8. Special Construction Requirements.

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Gateway National Recreation Area, Floyd Bennett Field, Brooklyn, Kings County, New York.

B. The Work consists of the following:

1. The installation of approximately 5 miles of feeder replacement, with each feeder replacement consisting of 4 single conductors rated for underground electrical applications, for a total of 20 miles of single conductor underground electrical cable. The project consists of the construction of:

a. New 4” electrical conduits in concrete–encased ductbanks.

b. New manholes and other supporting infrastructure.

c. Trench, backfill, bedding, and restoration for any disturbed ground and/or pavement.

d. New primary feeder #4/0 AWG Type XLPE cabling between existing and/or new manholes for the main electrical distribution ductbank trunkline throughout Floyd Bennett Field.

e. New primary feeder #4/0 AWG Type XLPE cabling from existing and/or new manholes to various existing buildings and facilities throughout Floyd Bennett Field.

f. New feeder terminations, supporting infrastructure, and termination equipment

g. Government–furnished current transformers (CTs) and associated equipment and cabling in Building 117 North Substation. Coordinate with ABB Group (ASEA Brown Boveri) for installation of CTs and associated equipment.

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

1.3 WORK UNDER OTHER CONTRACTS (Not Applicable)

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1.4 GOVERNMENT – FURNISHED MATERIALS

A. Government will furnish products indicated.

1. Government will arrange and pay for delivery of Government–furnished items according to Contractor's Construction Schedule.

2. After delivery, Government will inspect delivered items for damage. Contractor shall be present for and assist in Government's inspection.

3. If Government–furnished items are damaged, defective, or missing, Government will arrange for replacement.

4. Contractor is responsible for receiving, unloading, and handling Government–furnished items at Project site.

5. Contractor is responsible for protecting Government–furnished items from damage during storage and handling, including damage from exposure to the elements.

6. If Government–furnished items are damaged as a result of Contractor's operations, Contractor shall repair or replace them.

7. Contractor shall install and otherwise incorporate Government–furnished items into the Work.

B. Government – Furnished Products:

1. Government–furnished current transformers (CTs) and associated equipment for the existing feeder circuit breaker in Building 117 North Substation.

1.5 CONTRACTOR USE OF SITE

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

1. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet beyond building perimeter; 10 feet beyond surface walkways, patios, surface parking, and utilities less than 12 inches in diameter; 15 feet beyond primary roadway curbs and main utility branch trenches; and 25 feet beyond constructed areas with permeable surfaces (such as pervious paving areas, storm water detention facilities, and fields) that require additional staging areas in order to limit compaction in the constructed area.

B. Storage of Materials: Confine storage of materials to contractor’s staging area.

C. Preservation of Natural Features:

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 and remove agreed–on roots and branches that interfere with construction.

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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. Keep driveways and entrances serving public areas clear and available to the public 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.

3. Submit to Contracting Officer not less than 7 days in advance of proposed roadway closures. Notice shall include:

a. Plan of road(s) to be closed

b. Duration of closure

c. Plan to maintain access to facilities during the closure

d. Traffic control plan

4. Maximum duration of roadway closure shall be 8 hours.

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. 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.

1.6 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.

Maximum time period of closure shall be determined by the Contracting Officer at the time of request.

1.7 OCCUPANCY REQUIRMENTS FOR BUILIDINGS (Not applicable)

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. Submit requests 48 hours in advance of the work to the Contracting Officer 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.

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1.9 WORK RESTRICTIONS

A. On–Site Work Hours: Work shall be generally performed during normal business working hours of 7:00 a.m. to 6:00 p.m., Monday through Friday, except when otherwise indicated.

1. Weekend Hours: Permit variance from New York City Department of Buildings required for weekend work.

2. Early Morning Hours: Permit variance from New York City Department of Buildings required for work before 7:00 a.m.

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. Submit to Contracting Officer not less than 7 days in advance of proposed utility interruptions. Notice shall include:

a. Plan of circuit(s) to be shutdown

b. Duration of shutdown

c. Plan to maintain power to facilities during the closure

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

3. Hours for Utility Shutdowns: Coordinate hours for utility shutdowns with Contracting Officer. Maximum duration of power outage shall be 8 hours.

1.10 SPECIAL CONSTRUCTION REQUIREMENTS

A. Project Website: A project website administered by the NPS will be used for purposes of managing communication and documents during the construction stage.

1. See Section 01 31 00 “Project Management and Coordination” for requirements on using the Project Website.

1.11 SOILS INVESTIGATION REPORT (Not applicable)

1.12 ADDITIONAL REPORTS (Not applicable)

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

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031414 CONTRACT MODIFICATION PROCEDURES

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

PART 1 - GENERAL

1.1 SUMMARY

A. The work of this section consists of administrative and procedural requirements for contract modifications.

1.2 DEFINITIONS AND ALLOWANCES

A. Home Office Overhead: Those 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 the preparation of modifications will not be allowed. The 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, 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

7. Field Office Trailers and associated temporary utilities

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8. Field office supplies

a. Mailing and couriers

b. Reproduction costs

c. Storage

d. Phones

e. Computers

f. Copiers

9. Personal vehicles i.e. Superintendent Pickup trucks

C. General Requirements: These are 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

13. Temporary heating and power

D. Personnel Costs: Costs included in the modification must only be for General Conditions staff and workers actually present and working on the 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: This is the hourly rate paid directly to the worker

b. Labor Burden: Employer payments of all applicable burdens, this includes insurance and taxes that 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) FUTA–Cap Rate and percentage to be proportionally allocated over 1 year.

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5) SUTA–Cap Rate and percentage to be proportionally allocated over 1 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

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 the contractor from claims resulting from bodily injury or property damage to a third party. Include this 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 that the contractor will pay the labor and material costs they have incurred. Banks and Insurance companies charge a premium for each individual project based on a sliding scale which relates to the size of the project. Include this as a separate line item in modification proposals and provide current company bonding rates upon request.

H. Builder’s Risk Insurance: This covers the contractor’s loss due to fire, high winds, or other natural forces. This is 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. Your proposal must be received in the format and within the time frame specified in the Request for Proposal letter. Costs or delays resulting from failure of contractor to submit within the time frame specified will not be compensable.

2. The proposal must 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 that that 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

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form, provided that it contains the same information and level of detail as the Gov’t provided form.

3. Requests for extensions of contract time as a result of this change must be justified with a Time Impact Analysis (TIA). Refer to Division 01 Specification, “Construction Schedule”, for time impact analysis requirements. TIA and associated costs must 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 the 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 upon request.

5. Contractor must review and approve all subcontractor/supplier pricing in detail for proper format, scope, production rates, and pricing prior to submission to the NPS. All 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 the cost of labor by itemizing each craft involved, indicating worker hourly rate (base rate + labor burden + fringe benefits) for each and itemizing the hours required for each craft that will be directly engaged in modification work. Any work proposed that will require overtime work or premium pay shall be itemized separately. All 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, 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. The labor cost for foremen shall only be costs for related work required for the modification.

C. Materials:

1. The estimated cost for materials shall include quotes from multiple sources. Material prices must include all 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 the NPS.

D. Equipment:

1. Equipment used for the project must be appropriately sized for the 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 must be broken out separately.

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

a. 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. The estimated equipment rates shall include the operating costs of all fuel, oil, lubrication, supplies, small tools, necessary attachments, ground engaging components, tires & tracks, routine repairs and maintenance (cost of major repair and overhaul is not allowed per 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 the full rate for equipment only for the duration that the equipment will be utilized to accomplish the work of the modification.

6. Standby unit rates used are to be in accordance with paragraph 1.3, D, 2, above. If the US Army Corp of Engineers is utilized then their standby rates prevail. If Bluebook or local equipment pricing is accepted, then ½ of the 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, the established standby rate shall apply from the first day of the delay.

8. Equipment that is not used and on the jobsite for up to five consecutive days may be classified at standby rates, provided that the equipment is or has been used solely to perform work on the modification and will be necessary to complete additional modification work. Equipment that is 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. Negotiated rates shall not exceed the following percentages for OH&P for contractor self–performed work:

Overhead………………10% Profit…………………...10%

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, than the partnership may only receive home office overhead and profit in the same amount as an individual contractor (refer to par 1.3,E,1 above). It is the responsibility of the partners to decide on the division of revenue.

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

PART 3 - EXECUTION

END OF SECTION 012601

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082714 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 1 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.1 – Building 88 to Manhole 10

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 12 – 4” concrete–encased duct bank from Manhole 8 to Manhole 10 using existing manholes, a new 9 – 4” concrete–encased duct bank from Manhole 6 to Manhole 8 using existing manholes, and a new 6 – 4” concrete– encased duct bank from Building 88 to Manhole 6 using existing manholes installation of feeders PF1, PF2S, PSF1A, LF1, and LSF1A from Manhole 8 to Manhole 10; installation of feeders PF1, PF2S, LF1, and LSF1A from Manhole 8 to Manhole 6; installation of feeders PF1, LF1, and PF2S from Building 88 to Manhole 6; localized repairs to Manhole #3 for cracks in brick collar; disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from equipment terminal to manhole splice point. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

B. Contract Line Item No.2 – Manhole 2 to Buildings 1 and 57

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 6 – 4” concrete–encased duct bank from Manhole 2 to Manhole 10W using existing manholes; a new 4 – 4” concrete–encased duct bank from Manhole 10W to Building 57 using existing manholes; a new 4 – 4” concrete–encased duct bank from Manhole 10W to Building 1 using existing manholes and new handholes; installation of feeders PF1 and LF1 from Manhole 2 to Building 57;

installation of feeders PF1 from Manhole 10W to Building 1; localized repairs to Manhole #11W for rebar exposure; disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole

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splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

C. Contract Line Item No.3 – Manhole 2 to Building 82

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 2 to Manhole 2-1 using existing manholes; a new 4 – 4” concrete–encased duct bank from Manhole 2-1 to Building 82 using existing manholes; installation of feeder LF1 from Manhole 2 to Building 82; disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

D. Contract Line Item No.4 – Manhole 8 to Buildings 67 and 275

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 6 – 4” concrete–encased duct bank from Manhole 8 to Manhole 8-1 using existing manholes; a new 4 – 4” concrete–encased duct bank from Manhole 8-1 to Buildings 67 and 275 using existing manholes and new handholes; installation of feeder LSF1A from Manhole 8 to Building 67; installation of feeder PSF1A from Manhole 8 to Buildings 67 and 275; disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

E. Contract Line Item No.5 – Manhole 9 to Transformer outside of Quarters C, D, and E

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 9 to Quarters C, D, and E using existing manholes; installation of feeder LSF1A from Manhole 9 to transformer outside of Quarters C, D, and E; disconnection of the existing feeder; connection of the new feeder; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

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2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

F. Contract Line Item No.6 – Manhole 6 to Building 70

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 6 to Building 70 using existing and new manholes; installation of new manholes as required; installation of feeder LSF1A from Manhole 8 to Building 70; disconnection of the existing feeder; connection of the new feeder; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

G. Contract Line Item No.7 – Manhole 14 to Manhole 14-X

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 14 to Manhole 14-X using existing manholes; installation of feeders LSF1B and PSF1B from Manhole 14 to Manhole 14-X; disconnection of the existing feeders;

connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required manhole penetrations; all cable; all splices; and temporary generator power.

Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to manhole splice point.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

H. Contract Line Item No.8 – Manhole 17 to Coast Guard Fuel Farm

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 17 to the Coast Guard Fuel Farm using existing manholes and new handholes;

installation of feeder PSF2A from Manhole 17 to the Coast Guard Fuel Farm;

disconnection of the existing feeder; connection of the new feeder; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors;

all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Ductbank and feeder routing, manhole locations, feeder splice points, and final feeder termination location shall be field verified. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

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I. Contract Line Item No.9 – Handhole CG-H1 to Coast Guard Hangar

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Handhole CG-H1 to the Coast Guard Hangar using existing and new handholes;

installation of feeder PSF2N from Handhole CG-H1 to the Coast Guard Hangar;

disconnection of the existing feeder; connection of the new feeder; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors;

all supports; any concrete; all required building, manhole, and handhole penetrations; all cable; all splices; and temporary generator power. Ductbank and feeder routing, manhole locations, feeder splice points, and final feeder termination location shall be field verified. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

J. Contract Line Item No.10 – Manhole 113 to Coast Guard Warehouse and Handhole H2

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 113 to the Coast Guard Warehouse and Handhole H2 using existing and new manholes; installation of feeder PSF2A from Manhole 113 to the Coast Guard Warehouse and Handhole H2 using existing and new manholes; replace Manholes H113 and H2 with new handholes; disconnection of the existing feeder; connection of the new feeder; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Ductbank and feeder routing, manhole locations, feeder splice points, and final feeder termination location shall be field verified. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

K. Contract Line Item No.11 – Handhole EHH-124 to Building 278

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole EHH-124 to Building 278 using existing manholes and new handholes;

installation of feeders PSF2A and LSF2A from Manhole EHH-124 to Building 278;

disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors;

all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Ductbank and feeder routing, manhole locations, feeder splice points, and final feeder termination location shall be field verified. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from handhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the

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L. Contract Line Item No.12 – Building 99 to Buildings 98 and 100

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 6 – 4” concrete–encased duct bank from Building 99 to Manhole 22 using existing manholes; new 4 – 4” concrete–encased duct banks from Manhole 22 to Buildings 98 and 100; installation of feeder PSF2A from Building 99 to Building 98; installation of feeder PSF2N from Building 99 to Building 100; installation of feeder LSF2A from Building 99 to Buildings 98 and 100;

disconnection of the existing feeders; connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors;

all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from equipment terminal to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

M. Contract Line Item No.13 – Feeder Circuit Breaker Equipment (Building 117)

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the installation of Government–furnished current transformers (CTs) and associated equipment for the existing feeder circuit breaker in Building 117 North Substation; disconnection of any existing feeders required for equipment installation;

connection of any new or existing feeders required for equipment installation; all connectors; all supports; all splices; and temporary generator power. New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

N. Contract Line Item No.14 – Remove and Store Feeder Equipment in Building 132

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the removal and storage of the 2 load break switches, manual transfer switch, and associated equipment for the existing transformer in Building 132;

disconnection of any existing feeders required for equipment removal and storage; and temporary generator power.

2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

O. Contract Line Item No.15: Option A – Manhole 8 to Marine Reserve Center

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the construction of a new 4 – 4” concrete–encased duct bank from Manhole 8 to Reserve Center using existing manholes and new handholes; installation of feeder PF2S from Manhole 8 to Reserve Center; disconnection of the existing feeders;

connection of the new feeders; restoration of any disrupted surface including, but not limited to, concrete, asphalt, and soil; all connectors; all supports; any concrete; all required building and manhole penetrations; all cable; all splices; and temporary generator power. Each feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from manhole splice point to equipment terminal. New termination kits for each equipment connection shall be included as part of this line item.

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2. No separate measurement of quantities shall be made. Payment will be made at the contract lump sum price.

P. Contract Line Item No.16: Option B – Manhole 8 to Marine Reserve Center (Feed 2)

1. This item consists of providing all equipment, labor, materials, supplies and project administration for the installation of 2 Government–furnished load break switches and a Government–furnished 3 position transfer switch for Reserve Center; installation of government furnished equipment in a NEMA 4X enclosure; installation of feeder LSF1A from Manhole 8 to Reserve Center; connection of the new feeder; all connectors; all cable; all splices; and temporary generator power. The feeder shall consist of 4 – #4/0 AWG conductors and shall be replaced from equipment terminal to equipment terminal.

New termination kits for each equipment connection shall be included as part of this line item.

2. No separate measurement of quantities shall be made. Payment will be made at the

END OF SECTION 01 27 00

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091015 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. Definitions

2. Construction Coordination.

3. Submittals

4. Coordination Drawings.

5. Requests for Information (RFIs).

6. NPS/DSC SharePoint Project Website.

7. Project meetings.

8. Environmental Coordination.

9. 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.

4. Section 01 91 14 “Total Building Commissioning” for coordinating the work with

Owner’s Commissioning Authority.

1.2 DEFINITIONS

A. Agency with Jurisdiction B. Construction Permits – Contractor Provided C. Government Furnished Permits

1.3 CONSTRUCTION COORDINATION

A. Coordination: Coordinate construction operations included in different Sections of the Specifications to ensure efficient and orderly installation of each part of the Work. Coordinate construction operations, included in different Sections, which depend on each other for proper installation, connection, and operation.

1. Schedule construction operations in sequence required to obtain the best results where installation of 1 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 adequate 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 all components, including mechanical and electrical.

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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.

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, 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.

1.4 SUBMITTALS

A. Division 01 documents: The following items shall be submitted a minimum of 1 week prior to the Preconstruction Conference. Contracting Officer 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 (SWPPP or UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. 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 before the Pre–Construction Conference is held. If all of these documents have not been received 1 week prior to the scheduled

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Pre–Construction Conference date, the conference will be cancelled, Notice to Proceed will not be issued, and the Contracting Officer will consider other contractual remedies. Work shall not commence until written Notice to Proceed has been issued.

1.5 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 utilizing the form created on the NPS/DSC SharePoint Project website.

1. CO 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.

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, 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. RFI Form: Complete the RFI Form on the NPS/DSC SharePoint website as follows:

1. Enter the general information at the top of the form.

2. Under the “Action” section at the bottom of the form, select “Question” then select

“CMR” in the drop–down of the “Send to” box.

3. Enter the details of the question and attach related documents.

4. Select “Submit Form” at the bottom of the page.

D. Contracting Officer’s Action: CO will review each RFI, determine action required, and respond.

CO 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.

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

g. Incomplete RFIs or inaccurately prepared RFIs.

2. CO's action may include a request for additional information, in which case time for response will date from time of receipt of additional information.

3. CO's action on RFIs may result in the need for a change to the Contract Time or the Contract Sum. All contract changes will be processed following the terms and conditions of the contract.

1.6 PROJECT WEB SITE

A. Use the NPS/DSC SharePoint Project website for communication throughout the contract period.

The NPS/DSC SharePoint Project website will be used for the following functions:

1. Project directory.

2. Project correspondence.

3. Meeting agendas and minutes.

4. Contract modifications forms and logs.

5. RFI form and processing.

6. Task and issue management.

7. Photo documentation.

8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

11. Drawing…