B08_Solic_Sec_J__Attach_1_-_NCRO_Specification_Package.pdf

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ELIMINATE FLOODING RISK AT HAINS POINT FACILITIES FINAL CONSTRUCTION DOCS

PMIS NCRO201409 – VOL I - ESPC 01 JULY 2016

Division Section Title

SPECIFICATIONS GROUP

General Requirements Subgroup

DIVISION 01 - GENERAL REQUIREMENTS

00 01 07 SEALS PAGE

01 11 00 SUMMARY OF WORK

01 26 01 CONTRACT MODIFICATION PROCEDURES

01 27 00 DEFINITION OF CONTRACT LINE ITEMS

01 31 00 PROJECT MANAGEMENT AND COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 32 33 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS

01 33 23 SUBMITTAL PROCEDURES

01 35 23 SAFETY REQUIREMENTS

01 35 91 HISTORIC PRESERVATION TREATMENT PROCEDURES

01 40 00 QUALITY REQUIREMENTS

01 42 00 REFERENCES

01 50 00 TEMPORARY FACILITIES AND CONTROLS

01 57 19.11 INDOOR AIR QUALITY MANAGEMENT

01 57 19.12 NOISE & ACCOUSTICS MANAGEMENT

01 57 23 TEMPORARY STORM WATER 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 74 19A WASTE MANAGEMENT APPENDIX A

01 74 19B WASTE MANAGEMENT APPENDIX B

01 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 91 14 TOTAL BUILDING COMMISSIONING

Facility Construction Subgroup

DIVISION 02 – EXISTING CONDITIONS

02 09 0 LEAD BASED PAINT HAZARD REDUCTION

02 09 5 ASBESTOS REMOVAL

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02 09 7 PCB AND MERCURY REMOVAL

02 41 19 SELECTIVE DEMOLITION

DIVISION 03 - CONCRETE

03 30 00 CAST IN PLACE CONCRETE

03 54 16 HYDRAULIC CEMENT UNDERLAYMENT

DIVISION 04 - MASONRY

04 01 10 MASONRY CLEANING

04 01 20.63 BRICK MASONRY REPAIR

04 22 00 CONCRETE UNIT MASONRY

DIVISION 05 - METALS

05 12 00 STRUCTURAL STEEL

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 03 00 REPAIR OF ROOFING

07 21 00 THERMAL INSULATION

07 27 26 FLUID-APPLIED MEMBRANE AIR BARRIERS

07 52 16 MODIFIED BITUMINOUS MEMBRANE ROOFING

07 62 00 SHEET METAL FLASHING AND TRIM

07 81 00 APPLIED FIREPROOFING

07 84 13 PENETRATION FIRESTOPPING

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 41 13 ALUMINUM FRAMED ENTRANCES AND STOREFRONTS

08 51 13 ALUMINUM WINDOWS

08 71 00 DOOR HARDWARE

08 71 13 AUTOMATIC DOOR OPERATORS

08 80 00 GLAZING

08 91 19 FIXED LOUVERS

DIVISION 09 - FINISHES

09 03 20 REPAIR OF PLASTER

09 22 16 NON-STRUCTURAL METAL FRAMING

09 29 00 GYPSUM BOARD

09 30 13 CERAMIC TILING

09 51 13 ACOUSTICAL PANEL CEILINGS

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09 65 19 RESILIENT TILE FLOORING

09 68 13 TILE CARPETING

09 91 23 INTERIOR PAINTING

DIVISION 12 - FURNISHINGS

12 24 13 ROLLER WINDOW SHADES

DIVISION 14 – CONVEYING EQUIPMENT

14 21 00 MODERNIZATION OF EXISTING TRACTION ELEVATOR

DIVISION 21 – FIRE PROTECTION

21 05 17 SLEEVES AND SLEEVE SEALS FOR FIRE-SUPPRESSION PIPING

21 05 18 ESCUTCHEONS FOR FIRE-SUPRESSION PIPING

21 05 53 IDENTIFICATION FOR FIRE SUPRESSION PIPING AND EQUIPMENT

21 11 19 FIRE DEPARTMENT CONNECTIONS

21 13 13 WET-PIPE SPRINKLER SYSTEMS

21 13 16 DRY PIPE SPRINKLER SYSTEMS

DIVISION 22 - PLUMBING

220513 COMMON MOTOR REQUIREMENTS FOR PLUMBING EQUIPMENT

223400 FUEL-FIRED, DOMESTIC-WATER HEATERS

224213.13 COMMERCIAL WATER CLOSETS

224213.16 COMMERCIAL URINALS

224216.13 COMMERCIAL LAVATORIES

DIVISION 23 - HEATING, VENTILATING, AND AIR CONDITIONING (HVAC)

230513 COMMON MOTOR REQUIREMENTS FOR HVAC EQUIPMENT

230517 SLEEVES AND SLEEVE SEALS FOR HVAC PIPING

230518 ESCUTCHEONS FOR HVAC PIPING

230519 METERS AND GAGES FOR HVAC PIPING

230523 GENERAL-DUTY VALVES FOR HVAC PIPING

230529 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

230548 VIBRATION AND SEISMIC CONTROLS FOR HVAC PIPING AND EQUIPMENT

230593 TESTING, ADJUSTING, AND BALANCING FOR HVAC

230713 DUCT INSULATION

230900 INSTRUMENTATION AND CONTROL FOR HVAC

232113 HYDRONIC PIPING

232116 HYDRONIC PIPING SPECIALTIES

232123 HYDRONIC PUMPS

232500 HVAC WATER TREATMENT

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233713 DIFFUSERS, REGISTERS, AND GRILLES

235100 BREECHINGS, CHIMNEYS, AND STACKS

235216 CONDENSING BOILERS

237200 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

237313 MODULAR INDOOR CENTRAL-STATION AIR-HANDLING UNITS

237413 PACKAGED, OUTDOOR, CENTRAL-STATION AIR-HANDLING UNITS

238126 SPLIT-SYSTEM AIR-CONDITIONERS

238239.19 WALL AND CEILING UNIT HEATERS

DIVISION 26 - ELECTRICAL

260519 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

260523 CONTROL-VOLTAGE ELECTRICAL POWER CABLES

260526 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

260529 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

260533 RACEWAYS AND BOXES FOR ELECTRICAL SYSTEMS

260543 UNDERGROUND DUCTS AND RACEWAYS FOR ELECTRICAL SYSTEMS

260544 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

260553 IDENTIFICATION FOR ELECTRICAL SYSTEMS

260573 OVERCURRENT PROTECTIVE DEVICE COORDINATION STUDY

260923 LIGHTING CONTROL DEVICES

262200 LOW-VOLTAGE TRANSFORMERS

262416 PANELBOARDS

262713 ELECTRICITY METERING

262726 WIRING DEVICES

262813 FUSES

262816 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

262913 ENCLOSED CONTROLLERS

262923 VARIABLE-FREQUENCY MOTOR CONTROLLERS

263600 TRANSFER SWITCHES

264313 TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL

POWER CIRCUITS

265100 INTERIOR LIGHTING

265600 EXTERIOR LIGHTING

DIVISION 27

27 51 23 INTERCOMMUNICATIONS & PROGRAM SYSTEMS

DIVISION 28 – ELECTRONIC SAFETY AND SECURITY

28 05 00 COMMON WORK RESULTS FOR ELECTRONIC SAFETY

28 05 00.01 COMMON WORK RESULTS FOR ELECRONIC SECURITY

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28 05 13.01 CONDUCTORS & CABLES FOR ELECTRONIC SECURITY

28 05 13 CONDUCTORS AND CABLES FOR ELECTRONIC SAFETY

28 05 26 GROUNDING & BONDING FOR ELECTRONIC SAFETY & SECURITY

28 05 28 PATHWAYS FOR ELECTRONIC SAFETY & SECURITY

28 05 44 SLEEVES & SLEEVE SEALS FOR ELECTRONIC SAFETY & SECURITY

28 13 00 ACCESS CONTROL

28 16 00 INTRUSION DETECTION

28 23 00 VIDEO SURVEILLANCE

28 31 11 DIGITAL ADDRESSABLE FIRE ALARM SYSTEM

END OF TABLE OF CONTENTS

SECTION 01 11 00 - SUMMARY OF WORK

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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 phases.

3. Contractor use of premises.

4. Public use of site.

5. Occupancy requirements for buildings.

6. Work Restrictions.

7. Special Construction Requirements.

8. Conduct of Operations.

9. Additional Reports

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: NCRO 1100 Ohio Drive, SW, Washington, DC.

B. The Work consists of the following:

1. Project to be administered in 2 phases (See subsequent section) and consists of full interior demolition and renovation of Wing A, Wing B, Wing C, and Wing D. Area of work limited to new interior architectural finishes, mechanical/electrical/plumbing systems upgrade, installation of new fire suppression system, installation of new security and telecomm systems. The exterior envelope and its associated fenestration/cladding are character defining features and are to remain in-tact with limited work to restore/ refinish fenestration and limited penetrations for systems upgrades. Wing A main lobby and all stairwells are designated as character defining features and are to remain in-tact.

2. Site Work to include new storm water management system that complies with DCRA standards. Additional ramps, stairs and rails at each building will be added or altered in order to comply with accessibility standards and IBC requirements. All other site Work is not within contract.

3. Task Order consists of two sets of complimentary documents, ESPC (Vol I) and NPS (Vol II), which cover the full scope of Work for the renovation of the facilities. The two sets are broken down in the following manner:

a. ESPC – VOL I (Covered within this Volume): ESPC contract documents are limited to the full interior demolition and abatement, exterior envelope and its associated doors and windows ceilings, the majority of flooring, mechanical and electrical systems, plumbing fixtures, fire protection systems, and security systems, and refurbishment of existing elevator.

b. NPS – VOL II (Covered within accompanying Volume): NPS contract documents includes, but is not limited to, interior partitions and its associated doors, SUMMARY OF WORK 011100 - 2

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telecomm system, emergency power, piping associated with plumbing, Civil and site Work, structural modifications, and the installation of a new elevator.

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

1.3 WORK PHASES

A. The Work shall be conducted in multiple phases in the following order, with each phase substantially complete before beginning the next phase:

1. Phase One: Work at wings A, B and C, while wing D remains occupied. Work of this phase shall be substantially complete and ready for occupancy within 450 days after the Notice to Proceed.

2. Interim Phase: Occupants of Wing D relocate into completed areas within Wings C and B. Duration of Interim Phase to be determined but estimated to be within 30 to 60 calendar days

3. Phase Two : Work at wing D, following relocation of its occupants. The remaining Work shall be substantially complete and ready for occupancy at time of Substantial Completion.

1.4 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. Staging: Staging area limited to a predetermined location near the site as directed by the Contracting Officer.

C. Parking: Parking for contractors to be limited to areas in which the phase of construction is being performed. Refer to general site plan for phase line. Contractor parking shall not:

1. Obstruct driveways and entrances to the site

2. Overflow into Government occupied parking areas out of the phase of construction boundary

D. Storage of Materials: Confine storage of materials to areas directed by the Contracting Officer, or as indicated on Drawings.

E. Worker Movement: Worker movement areas such as circulation to the site and loading/unloading areas shall be limited to existing loading docks & paved areas.

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F. 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.

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.

G. Driveways and Entrances: Keep driveways, walkways 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 work or deliveries to minimize use of driveways and entrances during business hours. Maintain at least 1 of the 3 exit/entrances at any given time during the performance of work or during large deliveries.

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

3. Any work and/or deliveries that will disrupt the usability of the driveways and entrances during business hours must be coordinated with the Contracting Officer.

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

I. 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.

1.5 PUBLIC USE OF SITE

A. General: The public will have access to the existing buildings portion of the site occupied by the Government, as required for the services provided by those facilities, but the public will not have access to the new buildings portion of site during the course of construction.

1.6 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.

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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 CO.

b. Maintain existing building in a weather tight condition throughout construction period. Repair damage caused by construction operations. Protect building and its occupants during construction period.

c. http://www.nps.gov/orgs/1465/index.htm

B. New Buildings

1. Government Occupancy of Completed Areas of Construction: Government reserves the right to occupy and to place and install equipment in completed areas of building, provided such occupancy does not interfere with completion of the Work. Such placement of equipment and partial occupancy shall not constitute acceptance of the entire project.

a. Contracting Officer will prepare a Beneficial Occupancy letter for each specific portion of the Work to be occupied before Government occupancy.

b. Obtain a Certificate of Occupancy from the NPS before Government occupancy.

c. Before partial Government occupancy, mechanical and electrical systems shall be fully operational, and required tests and inspections shall be successfully completed. On occupancy, Government will operate and maintain mechanical and electrical systems serving occupied portions of building.

d. On occupancy, Government will assume responsibility for maintenance and custodial service for occupied portions of building.

1.7 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 business 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.

1.8 WORK RESTRICTIONS

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

1. Weekend Hours: As permitted by the Contracting Officer.

2. Early Morning Hours: As permitted by the Contracting Officer.

3. Hours for Noisy Activities: Restrictions as determined by the Contracting Officer.

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B. Existing Utilities

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

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

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

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

1. Notify Contracting Officer not less than two days in advance of proposed utility interruptions.

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

3. Hours for Utility Shutdowns: Will be determined by the Contracting Officer for each specific instance and for each specific utility required to be shut down.

D. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet of entrances, operable windows, or outdoor air intakes.

1.9 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.

1.10 ADDITIONAL REPORT:

A. A report entitled Reports & Calculations Vol I – ESPC Scope , dated 01-29-2016 has been prepared by Beyer Blinder Belle. An additional accompanying report entitled Reports and Calculations Vol II – NPS scope, dated 01-29-2016 has been prepared by Beyer Blinder Belle.

B. A copy of the report is available to all plan holders with this package.

C. If conflicts occur between the report and the drawings or specifications, the drawings and specifications govern.

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PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

SECTION 01 26 01 – CONTRACT MODIFICATION PROCEDURES

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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

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

6. Scheduling

7. Field Office Trailers and associated temporary utilities

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 one year.

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5) SUTA– Cap Rate and percentage to be proportionally allocated over one year.

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

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

1) Health Care Insurance Premiums

2) Cell Phone

3) Clothing

4) 401K and Pensions

5) Vehicle allowances

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

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reimbursement. Contractor may utilize the government provided Contractor Estimate Form, or their own form, provided that it contains the same information and level of detail as the 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.

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:

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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 31which 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………………7.50%

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

SECTION 01 27 00 – DEFINITION OF CONTRACT LINE ITEMS

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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 *RE: VOL II NPS FOR ADDITIONAL LINE ITEMS &

SCOPE OF WORK*

A. Contract Line Item No. 0001 FOUNDATIONS.

1. No anticipated work within ESPC documents are associated with this Line item

B. Contract Line Item No. 0002 BASEMENT CONSTRUCTION

1. No anticipated work within ESPC documents are associated with this Line item

C. Contract Line Item No. 0003 SUPERSTRUCTURE.

1. This item consists of SUPERSTRUCTURE

a. Concrete Floor Infill

b. Structural Reinforcement @ Wing C Roof

c. Cementitious Leveling Agent.

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

D. Contract Line Item No. 0004 EXTERIOR ENCLOSURE

1. This item consists of EXTERIOR ENCLOSURE

a. Exterior Louvers

b. Fix windows in place

c. New fixed window

d. New entry sidelites, frames, exterior door, & hardware

e. New vestibule airlock system

E. Contract Line Item No.0005 ROOFING.

1. This item consists of ROOFING

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a. Roofing repair @ removed Mechanical equipment.

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

F. Contract Line Item No.0006 INTERIOR CONSTRUCTION.

1. This item consists of INTERIOR CONSTRUCTION.

a. Partitions & furring @ exterior wall enclosure

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

G. Contract Line Item No. 0007 STAIRS

1. No anticipated work within ESPC documents are associated with this Line item

H. Contract Line Item No.0008 INTERIOR FINISHES

a. Typical floor finishes @ offices, conference rooms, and corridors

b. Typical ceiling finishes

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

I. Contract Line Item No.0009 CONVEYING SYSTEMS.

1. This item consists of CONVEYING SYSTEMS (ELEVATOR).

a. Refurbishment of Existing Wing A Elevator

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

J. Contract Line Item No.0010 PLUMBING SYSTEMS.

1. This item consists of PLUMBING SYSTEMS.

a. Plumbing Fixtures

b. Pumps

c. Elevator Oil Minder

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

K. Contract Line Item No.0011 HVAC.

1. This item consists of MECHANICAL SYSTEMS - HVAC.

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

L. Contract Line Item No.0012 FIRE PROTECTION.

1. This item consists of FIRE PROTECTION.

a. Fire Alarm and New Sprinkler Systems

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

M. Contract Line Item No.0013 ELECTRICAL.

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1. This item consists of ELECTRICAL SYSTEMS.

a. Typical Electrical distribution

b. Lighting

c. Security System & Access Control

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

N. Contract Line Item No. 0014 EQUIPMENT

1. No anticipated work within ESPC documents are associated with this Line item

O. Contract Line Item No.0015 FURNISHINGS.

1. This item consists of FURNISHINGS.

a. Solar Shaders

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

P. Contract Line Item No. 0016 SPECIAL CONSTRUCTION

1. No anticipated work within ESPC documents are associated with this Line item

Q. Contract Line Item No.0017 SELECTIVE BUILDING DEMOLITION.

1. This item consists of SELECTIVE BUILDING DEMOLITION.

a. Interior demolition of existing systems & finishes

b. Abatement of existing HAZMAT

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

R. Contract Line Item No.0018 SITE PREPARATION.

1. This item consists of SITE PREPARATION.

a. Site Demolition for new NPS Civil and Site Work.

2. Measurement for payment will be PERCENTAGE OF COMPLETION

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

S. Contract Line Item No. 0019 SITE IMPROVEMENTS.

1. No anticipated work within ESPC documents are associated with this Line item

T. Contract Line Item No. 0020 SITE MECHANICAL UTILITIES.

1. No anticipated work within ESPC documents are associated with this Line item

U. Contract Line Item No. 0021 SITE ELECTRICAL UTILITIES.

1. No anticipated work within ESPC documents are associated with this Line item

V. Contract Line Item No. 0022 STANDARD GENERAL CONDITIONS

1. This item consists of Standard General Conditions

a. Project Management & Coordination

b. Scheduling & Documentation

c. Quality Control

d. Temporary Utilities

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e. Construction Facilities

f. Mobilization and Demobilization

3.2 List of Options

A. ESPC Option 1 WING A LOBBY - EXTERIOR WINDOWS AND STOREFRONTS REFURBISHMENT AND REGLAZING and SELECTIVE DEMOLITION.

1. Contract Line Item No. 0004-02 EXTERIOR WINDOWS:

a. This item consists of EXTERIOR WINDOWS AND STOREFRONTS

REFURBISHMENT AND REGLAZING.

b. Measurement for payment: PERCENTAGE OF COMPLETION

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

2. Contract Line Item No. 0017-02 SELECTIVE DEMOLITION:

a. This item consists of SELECTIVE DEMOLITION OF PORTIONS OF

EXTERIOR WINDOWS AND STOREFRONTS TO ENABLE PERFORMANCE

OF 0001-01.

b. Measurement for payment: PERCENTAGE COMPLETE

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

B. ESPC Option 2 REGLAZING & REFURBISHMENT OF EXISTING WINDOWS and

SELECTIVE DEMOLITION.

1. Contract Line Item No. 0004-03 REGLAZING OF EXISTING CURTAINWALLS at

WING A ATRIUM

a. This item consists of EXISTING WINDOW RE-GLAZING &

REFURBISHMENT.

b. Measurement for payment: PERCENTAGE OF COMPLETION

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

2. Contract Line Item No. 0017-03 SELECTIVE DEMOLITION:

a. This item consists of SELECTIVE DEMOLITION OF EXISTING WINDOWS

TO ENABLE PERFORMANCE OF 0004-03.

b. Measurement for payment: PERCENTAGE COMPLETE

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

END OF SECTION 01 27 00

SECTION 01 31 00 - PROJECT MANAGEMENT AND COORDINATION

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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. Requests for Information (RFIs).

5. NPS/DSC SharePoint Project Website.

6. Project meetings.

7. Environmental Coordination.

8. Permits

B. Related Requirements:

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

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

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

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

Owner’s Commissioning Authority.

1.2 DEFINITIONS

Retain subparagraphs below that the Contractor might expect to find in this Section.

A. Authority Having Jurisdiction (AHJ): An AHJ is an agency that has been granted legal authority over a location, action or resource. This authority includes the ability to issue a permit or other legal permission document.

B. Construction Permits: Are those permits obtained by the contractor based on means and methods used to execute the work. Construction Permits are issued to the Contractor and not to the National Park Service (NPS).

C. Government Furnished Permits: Are those permits that are obtained by NPS during the design process and provided to the Contractor for compliance with the provisions through construction.

These permits may address impacts to natural resources, construction stormwater, etc.

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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 one part of the Work depends on installation of other components, before or after its own installation.

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

3. Make 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.

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 one 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 with designation of and contact information for Contractor’s construction scheduler.

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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. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. Designation of and contact information for Contractor’s Environmental Coordinator.

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

a. Name of Permit.

b. The AHJ issuing the permit.

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

16. Memoranda that outline special procedures required for coordination. Including such items as required notices, reports, and list of attendees at meetings

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 one week prior to the scheduled 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.

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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. 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.

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.

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8. Baseline schedule, schedule updates and calendar management.

9. Submittal form and processing.

10. Payment coordination documentation.

11. Drawing and specification document hosting, viewing, and updating.

12. Online document collaboration.

13. Reminder and tracking functions.

14. Archiving functions.

15. Notification of submittal and RFI statuses and current responsible party.

16. Permits and addendums

B. Some documents however are not suitable to be shared using the NPS/DSC SharePoint Project website. Documents containing Personal Identifying Information (PII) (i.e. certified payrolls) shall not be shared using the NPS/DSC SharePoint Project website and shall be coordinated with the SharePoint Project team as appropriate.

C. Submit to the CO a list of all employees who will need access to the website. The users will receive an invitation to register from the Department of Interior (DOI). Once the user is registered on the DOI website, they will be given access to the NPS/DSC SharePoint Project website. For login procedures and other SharePoint information, refer to the Workflows website at http://www.nps.gov/dscw/precon_spproj.htm.

D. All users will be required to have the following software packages:

1. Internet Explorer version 7 or later.

2. Adobe Acrobat Professional (Pro) version 9 or later

1.7 PROJECT MEETINGS

A. Preconstruction Conference: Before start of construction, Contracting Officer 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. Liquidated damages.

12. Contractor Performance Evaluation.

13. Display of Hotline posters.

14. Notice to proceed.

15. Correspondence procedures.

16.…