Att-01_Specifications_170616.pdf

GATEWAY NATIONAL RECREATION AREA

RELOCATE MAINTENANCE FACILITIES TO MORE

SUSTAINABLE LOCATIONS - SANDY HOOK UNIT

PMIS NO. 200706A

SPECIFICATION NO: 171/80058

FINAL CONSTRUCTION DOCUMENTS

ISSUE DATE: June 16, 2017

SPECIFICATIONS

NATIONAL PARK SERVICE

NORTHEAST REGION

200607A Page 1

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 & COORDINATION

01 32 16 CONSTRUCTION SCHEDULE

01 32 33 PHOTO DOCUMENTATION FOR HISTORIC PRESERVATION PROJECTS

01 33 23 SUBMITTAL PROCEDURES

01 35 13.22 ARCHAEOLOGICAL PROTECTION

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 AND ACOUSTICS 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 77 00 CLOSEOUT PROCEDURES

01 78 23 OPERATION AND MAINTENANCE DATA

01 79 00 DEMONSTRATION AND TRAINING

01 81 13 SUSTAINABLE DESIGN REQUIEMENTS FOR NON LEEDTM PROJECTS

01 91 14 TOTAL BUILDING COMMISSIONING

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

02 87 00 HAZARDOUS MATERIALS AND UNIVERSAL WASTE DISPOSAL (to be included in Addendum)

02 83 13 LEAD HAZARD CONTROL (to be included in Addendum)

02 82 00 ASBESTOS ABATEMENT (to be included in Addendum)

DIVISION 03 - CONCRETE

03 30 00 CAST-IN-PLACE CONCRETE

03 54 00 CAST UNDERLAYMENT

DIVISION 04 - MASONRY

04 01 00 MAINTENANCE OF MASONRY

04 20 00 UNIT MASONRY

DIVISION 05 - METALS

05 03 76 RESTORATION OF CAST IRON

05 12 00 STRUCTURAL STEEL FRAMING

05 31 00 STEEL DECKING

05 50 00 METAL FABRICATIONS

DIVISION 06 - WOOD, PLASTICS, AND COMPOSITES

06 10 00 ROUGH CARPENTRY

200607A Page 2

06 20 00 FINISH CARPENTRY

06 41 00 ARCHITECTURAL WOOD CASEWORK

DIVISION 07 - THERMAL AND MOISTURE PROTECTION

07 01 40 RESTORATION OF WOOD SIDING

07 11 13 BITUMINOUS DAMPPROOFING

07 21 00 THERMAL INSULATION

07 21 19 FOAMED-IN-PLACE INSULATION

07 25 00 WEATHER BARRIERS

07 31 13 ASPHALT SHINGLES

07 31 26 SLATE SHINGLES

07 46 23 WOOD SIDING

07 46 46 FIBER CEMENT SIDING

07 62 00 SHEET METAL FLASHING AND TRIM

07 92 00 JOINT SEALANTS

DIVISION 08 - OPENINGS

08 03 50 RESTORATION OF WOOD WINDOWS AND DOORS

08 11 13 HOLLOW METAL DOORS AND FRAMES

08 14 33 STILE AND RAIL WOOD DOORS

08 16 13 FIBERGLASS DOORS AND FRAMES

08 36 13 OVERHEAD SECTIONAL DOORS

08 45 00 TRANSLUCENT WALL ASSEMBLIES

08 51 13 ALUMINUM STORM WINDOWS

08 52 00 WOOD WINDOWS

08 71 00 DOOR HARDWARE

08 80 00 GLAZING

DIVISION 09 - FINISHES

09 21 16 GYPSUM BOARD ASSEMBLIES

09 30 00 TILING

09 51 00 ACOUSTICAL CEILINGS

09 6429 WOOD STRIP FLOORING AND REPAIR

09 65 00 RESILIENT FLOORING AND WALL BASE

09 77 33 GLASS FIBER REINFORCED PLASTIC PANELS

09 91 13 EXTERIOR PAINTING

09 91 23 INTERIOR PAINTING

DIVISION 10 - SPECIALTIES

10 11 01 VISUAL DISPLAY BOARDS

10 14 00 SIGNAGE

10 21 13.18 REINFORCED COMPOSITE TOILET COMPARTMENTS

10 26 01 CORNER GUARDS

10 28 00 TOILET AND BATH ACCESSORIES

10 44 00 FIRE PROTECTION SPECIALTIES

10 51 00 LOCKERS

10 5617 WALL-MOUNTED STANDARDS AND SHELVES

DIVISION 11 – EQUIPMENT

11 11 46 CLOSED LOOP VEHICLE WASHING SYSTEM

11 13 13 LOADING DOCK BUMPERS

11 13 19.13 VEHICLE LIFTS

200607A Page 3

11 52 13 PROJECTION SCREENS

DIVISION 12 - FURNISHINGS

12 21 13 HORIZONTAL LOUVER BLINDS

12 24 00 WINDOW SHADES

12 36 00 COUNTERTOPS

12 48 13 ENTRANCE FLOOR MATS AND FRAMES

DIVISION 21 – FIRE SUPPRESSION

21 13 13 WET-PIPE SPRINKLER SYSTEM

21 13 16 DRY-PIPE SPRINKLER SYSTEM

DIVISION 22 - PLUMBING

22 05 00 COMMON WORK RESULTS FOR PLUMBING

22 05 17 SLEEVES AND SLEEVE SEALS FOR PLUMBING PIPING

22 05 18 ESCUCHEONS FOR PLUMBING PIPING

22 05 29 HANGERS AND SUPPORTS FOR PLUMBING PIPING AND EQUIPMENT

22 05 48 VIBRATION AND SEISMIC CONTRILS FOR PLUMBING PIPING AND EQUIPMENT

22 05 53 IDENTIFICATION FOR PLUMBING PIPING AND EQUIPMENT

22 07 19 PLUMBING PIPING INSULATION

22 11 16 DOMESTIC WATER PIPING

22 11 19 DOMESTIC WATER PIPING SPECIALTIES

22 11 23 DOMESTIC WATER PUMPS

22 13 16 SANITARY WASTE AND VENT PIPING

22 13 19 SANITARY WASTE PIPING SPECIALTIES

22 15 13 GENERAL-SERVICE COMPRESSED-AIR PIPING

22 34 00 FUEL-FIRED, DOMESTIC WATER HEATERS

DIVISION 23 - HVAC

23 05 00 COMMON WORK RESULTS FOR HVAC

23 05 13 COMMON MOTIOR REQUIREMENTS FOR HVAC EQUIPMENT

23 05 29 HANGERS AND SUPPORTS FOR HVAC PIPING AND EQUIPMENT

23 05 53 IDENTIFICATION FOR HVAC PIPING AND EQUIPMENT

23 05 93 TESTING, ADJUSTING, AND BALANCING FOR HVAC

23 07 13 DUCT INSULATION

23 07 19 HVAC PIPING INSULATION

23 08 00 COMMISSIONING OF HVAC

23 11 13 FACTORY-ASSEMBLED ABOVEGROUND STORAGE TANK (FAST) SYSTEM

23 23 00 REFRIGERANT PIPING

23 31 13 METAL DUCTS

23 33 00 AIR DUCT ACCESSORIES

23 34 16 CENTRIFUGAL HVAC FANS

23 51 23 GAS VENTS

23 54 16 GAS-FIRED FURNACES

23 55 33 GAS-FIRED UNIT HEATERS

23 63 13 AIR-COOLED REFRIGERANT CONDENSERS

23 72 00 AIR-TO-AIR ENERGY RECOVERY EQUIPMENT

23 82 39 WALL UNIT HEATERS

23 88 00 ELECTRIC COOLING AND HEATING

DIVISION 26 - ELECTRICAL

200607A Page 4

26 05 00 COMMON WORK RESULTS FOR ELECTRICAL SYSTEMS

26 05 19 LOW-VOLTAGE ELECTRICAL POWER CONDUCTORS AND CABLES

26 05 26 GROUNDING AND BONDING FOR ELECTRICAL SYSTEMS

26 05 29 HANGERS AND SUPPORTS FOR ELECTRICAL SYSTEMS

26 05 33 RACEWAY AND BOXES FOR ELECTRICAL SYSTEMS

26 05 44 SLEEVES AND SLEEVE SEALS FOR ELECTRICAL RACEWAYS AND CABLING

26 05 53 IDENTIFICATION FOR ELECTRICAL SYSTEMS

26 05 73 ELECTRICAL SYSTEM STUDIES

26 08 00 COMMISSIONING OF ELECTRICAL SYSTEMS

26 09 23 LIGHTING CONTROL DEVICES

26 24 16 PANELBOARDS

26 27 26 WIRING DEVICES

26 28 16 ENCLOSED SWITCHES AND CIRCUIT BREAKERS

26 29 13 ENCLOSED CONTROLLERS

26 36 00 TRANSFER SWITCHES

26 43 13 TRANSIENT-VOLTAGE SUPPRESSION FOR LOW-VOLTAGE ELECTRICAL

26 51 00 LIGHTING FIXTURES

DIVISION 27 - COMMUNICATIONS

27 05 26 GROUNDING AND BONDING FOR COMMUNICATIONS SYSTEMS

27 05 28 PATHWAYS FOR COMMUNICATIONS SYSTEMS

27 05 36 CABLE TRAYS FOR COMMUNICATIONS SYSTEMS

27 05 44 SLEEVES AND SLEEVE SEALS FOR COMMUNICATIONS PATHWAYS AND CABLING

27 11 00 COMMUNICATIONS EQUIPMENT ROOM FITTINGS

27 13 23 COMMUNICATIONS OPTICAL FIBER BACKBONE CABLING

27 15 13 COMMUNICATIONS COPPER HORIZONTAL CABLING

DIVISION 31 - EARTHWORK

31 10 00 SITE CLEARING

31 20 00 EARTH MOVING

31 22 19 TOP SOIL

31 23 19 DEWATERING

31 23 33 TRENCHING AND BACKFILLING

31 25 00 EROSION AND SEDIMENT CONTROL

31 32 50 WATERING

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 12 16 ASPHALT PAVING

32 13 13 CONCRETE PAVING

32 13 73 CONCRETE PAVING JOINT SEALANTS

32 14 00 UNIT PAVERS

32 17 23 PAVEMENT MARKINGS

32 31 13 CHAIN LINK FENCES AND GATES

32 33 00 SITE FURNISHINGS

32 91 13 SOIL PREPARATION

32 92 19 SEEDING AND MULCHING

32 93 43 PLANTING

DIVISION 33

33 11 00 WATER UTILITY DISTRIBUTION PIPING

33 31 00 SANITARY UTILITY SEWERAGE PIPING

33 41 00 STORM UTILITY DRAINAGE PIPING

APPENDICES

200607A Page 5

GEOTECHNICAL REPORT – MARCH 25 (REV April 11, 2016

HAZARDOUS MATERIALS BUILDING SURVEY REPORT – JULY 19, 2016

ASBESTOS CONTAINING BUILDING MATERIAL SURVEY – MAY 2009

PORTIONS OF INSPECTION AND ASSESSMENT OF ASBESTOS CONTAINING MATERIALS – 2008

SITE-SPECIFIC UNEXPLODED ORDNANCE SAFETY PLAN AND SITE SAFETY AND HEALTH PLAN FOR UXO

SUPPORT FOR SITE INVESTIGATION – NOVEMBER 2015

PHASE 1 ARCHAEOLOGICAL SURVEY AND PHASE II ARCHAEOLOGICAL TESTING FOR CONSOLIDATION

OF MAINTENANCE FACILITIES – MARCH 2016

FIRE RESTORATION ASSESSMENT BUILDING 49 – MARCH 23, 2016

COMBINED WORK AND ACCIDENT PREVENTION PLAN HAZARDOUS

MATERIALS SURVEY BUILDING 49 – APRIL 5, 2016

ARCHEOLOGICAL ASSESSMENT OF THE REVISED PLAN TO LOCATE

STORM WATER RUNOFF INFILTRATION AREAS AT THE PROPOSED

MAINTENANCE FACILITIES, FORT HANCOCK CANTONMENT, SANDY

HOOK UNIT, GATEWAY NATIONAL RECREATION AREA,

MIDDLETOWN TOWNSHIP, MONMOUTH COUNTY, NEW JERSEY

END OF TABLE OF CONTENTS

GATE - 200607 01 11 00 - 1

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. Contractor use of site.

3. Occupancy requirements.

4. Conduct of operations.

5. Work Restrictions.

6. Special construction requirements.

7. Project investigation reports.

B. Archeological Assessment of the Revised Plan to Locate Storm Water Runoff Infiltration Areas at the Proposed Maintenance Facilities, Fort Hancock Cantonment, Sandy Hook Unit, Gateway

National Recreation Area, Middletown Township, Monmouth County, New Jersey report dated April

15, 2016

1.2 WORK COVERED BY CONTRACT DOCUMENTS

A. Project Location: Sandy Hook Maintenance, Fort Hancock, Gateway National Recreation Area.

B. The Work consists of the following:

1. The Work includes two new buildings and two renovated buildings, and associated site construction, as described in the Contract Documents.

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

1.3 CONTRACTOR USE OF SITE

A. General: Contractor shall have full use of the site for construction operations during the construction period. Contractor's use of the site is limited only by the Government's right to perform work or to retain other contractors on portions of Project.

B. Storage of Materials: Confine storage of materials to areas on the site permitted by Contracting

Officer.

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.

GATE - 200607 01 11 00 - 2

2. Do not disturb the existing woody vegetation & sensitive wildlife habitat area located along the eastern and southern perimeter of the construction limits. Mitigation of any damage is at no additional expense to the government.

3. In addition to maintaining the temporary chain link fence throughout the duration of construction, the temporary chain link fence along the eastern and southern perimeter of the construction limits cannot be modified without Contracting Officer approval. Consult with Contracting Officer prior to adjusting the temporary fence locations that interfere with construction. Remove fence when construction is complete

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

5. 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.

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

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

D. Preservation of Existing Buildings:

1. Fort Hancock is a National Historic Landmark (NHL). Buildings 49 and 65 are contributing resources in the NHL District and all work must adhere to the Secretary of

Interior’s Standards.

2. Prevent damage to portions of existing buildings not included in the scope of Work.

Restore damage to pre-existing conditions, repairing or replacing damage as directed by

Contracting Officer, at no additional expense to the Government.

3. Provide temporary barriers to protect existing buildings and portions thereof.

4. Carefully supervise excavating, grading, filling, and other construction operations near existing buildings to prevent unintended damage.

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

Government, Government's employees, and emergency vehicles at all times. Do not use these areas for parking or storage of materials.

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

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

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

G. 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.

1.4 OCCUPANCY REQUIRMENTS

A. Existing Buildings

GATE - 200607 01 11 00 - 3

1. Partial Government Occupancy: Government will occupy the premises during entire construction period, with the exception of areas under construction as noted on Sheet G3.0 of the Drawings. Cooperate with Government during construction operations to minimize conflicts and facilitate Government usage. Perform the Work so as not to interfere with

Government’s operations. Maintain existing exits, unless otherwise indicated.

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

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.

1.5 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. Ensure special consideration is given for noise control when work on Saturday, Sunday, or holidays or nighttime when there is consent from Contracting Officer.

Submit requests 2 business days 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.

D. All work is being accomplished within a National Historic District, and must adhere to the Secretary of the Interior’s Standards.

GATE - 200607 01 11 00 - 4

1.6 WORK RESTRICTIONS

A. On-Site Work Hours: Work shall be generally performed during normal business working hours of

7:00 a.m. to 5:00 p.m., Monday through Friday, except when otherwise indicated.

1. Overtime and Weekend Hours: Request overtime, weekend hours, or Federal holidays at the discretion of Contracting Officer minimum 2 business days in advance of required hours.

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.

4. Contractor shall submit a plan for utility interruptions when notifying Contracting Officer of interruptions.

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 business 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: Coordinate with Park and Contracting Officer for utility shut down.

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

E. Existing Historic Resources: Historic army structures once existed on or near the Project site. All remnants of existing historic army structures are to remain undisturbed and archaeologically monitored under all circumstances associated with the scope of this Contract.

F. Tree Clearing Restriction: Do not clear trees between April 1 and August 31 to minimize potential for harm to nests, eggs, nestlings, or fledglings of breeding or migratory birds.

1.7 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.

GATE - 200607 01 11 00 - 5

1.8 PROJECT INVESTIGATION REPORTS

A. Soils report has been prepared by Schnabel Engineering as follows:

1. Geotechnical Engineering Report, National Park Service, Gateway National Recreation

Area – Sandy Hook, Sandy Hook, New Jersey; prepared by Schnabel Engineering, Schnabel Reference 15615018.01, dated March 25, 2016 (Revised April 11, 2016).

B. Contractor shall review the following reports and identify to the Contracting Officer items requiring construction support plans prior to mobilization and demolition:

1. Asbestos Containing Building Material Survey, Gateway National Recreation Area, Sandy

Hook Unit, dated May 2009.

2. Portions of Inspection and Assessment of Asbestos Containing Materials, Gateway

National Recreation Area, Sandy Hook Unit, 2008.

3. Site-Specific Unexploded Ordnance Safety Plan and Site Safety and Health Plan for UXO

Support for Site Investigation, Sandy Hook Unit, Gateway National Recreation Area

Relocate Maintenance & Storage Facilities, dated November 2015.

4. Phase I Archeological Survey and Phase II Archeological Testing for the Consolidation of

Maintenance Facilities at the Sandy Hook Unit, Gateway National Recreation Area, dated

March 2016.

5. Fire Restoration Assessment Building 49 at Fort Hancock, NJ, dated March 23, 2016.

6. Geotechnical Engineering Report, National Park Service, Gateway National Recreation

Area—Sandy Hook, dated March 25, 2016, revised April 11, 2016.

7. Combined Work and Accident Prevention Plan Hazardous Materials Survey, Building 49, Sandy Hook Unit, Gateway National Recreation Area Relocate Maintenance & Storage

Facilities, dated April 5, 2016.

8. Hazardous Materials Building Survey Report, Maintenance Building No. 49, Sandy Hook

Unit of the Gateway National Recreation Area, July 19, 2016.

C. A copy of each of these reports is available to all plan holders with this package.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION (Not Used)

END OF SECTION 01 11 00

GATE - 200607 01 26 01 - 1

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)

GATE - 200607 01 26 01 - 2

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.

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

GATE - 200607 01 26 01 - 3

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 http://en.wikipedia.org/wiki/Employee http://en.wikipedia.org/wiki/Surety_bond http://en.wikipedia.org/wiki/Insurance http://en.wikipedia.org/wiki/Bank

GATE - 200607 01 26 01 - 4

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:

a. U.S. Army Corps of Engineers , Ownership and Operating Expense Schedule (use latest edition and applicable region) http://www.nps.gov/dscw/publicforms.htm

GATE - 200607 01 26 01 - 5

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……………….8% Profit……………………8%

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.

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.

GATE - 200607 01 26 01 - 6

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

GATE - 200607 01 27 00 - 1

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 one item ends and another begins.

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

PART 2 - PRODUCTS (Not Used)

PART 3 - EXECUTION

3.1 LIST OF CONTRACT LINE ITEMS

A. Contract Line Item No. 0001: Building # 49.

1. This item consists of A10 Foundations, B10 Superstructure, B20 Exterior Enclosure, B30

Roofing, C10 Interior Construction, C30 Interior Finishes, D20 Plumbing Systems, D30

HVAC, D50 Electrical, E20 Furnishings, and F20 Selective Building Demolition.

2. Measurement for payment will be based on percent complete as submitted by the

Contractor to the Contracting Officer.

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

B. Contract Line Item No. 0002: Building # 65.

1. This item consists of A10 Foundations, B10 Superstructure, B20 Exterior Enclosure, B30

Roofing, C10 Interior Construction, C20 Stairs, C30 Interior Finishes, D20 Plumbing

Systems, D30 HVAC, D40 Fire Protection, D50 Electrical, E20 Furnishings, and F20

Selective Building Demolition.

2. Measurement for payment will be based on percent complete as submitted by the

Contractor to the Contracting Officer.

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

C. Contract Line Item No. 0003: Auto Shop.

1. This item consists of A10 Foundations, B10 Superstructure, B20 Exterior Enclosure, B30

Roofing, C10 Interior Construction, C20 Stairs, C30 Interior Finishes, D20 Plumbing

Systems, D30 HVAC, D40 Fire Protection, D50 Electrical, and E20 Furnishings.

2. Measurement for payment will be based on percent complete as submitted by the

Contractor to the Contracting Officer.

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

GATE - 200607 01 27 00 - 2

082714 DEFINITION OF CONTRACT LINE ITEMS

D. Contract Line Item No. 0004: Covered Parking.

1. This item consists of A10 Foundations, B10 Superstructure, B20 Exterior Enclosure, B30

Roofing, and D50 Electrical.

2. Measurement for payment will be based on percent complete as submitted by the

Contractor to the Contracting Officer.

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

E. Contract Line Item No. 0005: Site Work.

1. This item consists of G10 Site Preparation, G20 Site Improvements, G30 Site Mechanical

Utilities, and G40 Site Electrical Utilities.

2. Measurement for payment will be based on percent complete as submitted by the

Contractor to the Contracting Officer.

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

END OF SECTION 01 27 00

GATE - 200607 01 31 00 - 1

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.

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 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.

http://www.nps.gov/dscw/definitionsdc_a.htm http://www.nps.gov/dscw/definitionsdc_c.htm http://www.nps.gov/dscw/definitionsdc_g.htm

GATE - 200607 01 31 00 - 2

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. Coordination Drawings: Prepare Coordination Drawings if limited space availability necessitates maximum utilization of space for efficient installation of different components or if coordination is required for installation of products and materials fabricated by separate entities.

1. Content: Project-specific information, drawn accurately to scale. Do not base

Coordination Drawings on reproductions of the Contract Documents or standard printed data. Include the following information, as applicable:

a. Indicate functional and spatial relationships of components of architectural, structural, civil, mechanical, and electrical systems.

b. Indicate dimensions shown on the Contract Drawings and make specific note of dimensions that appear to be in conflict with submitted equipment and minimum clearance requirements. Provide alternate sketches to the Contracting Officer (CO) for resolution of such conflicts.

c. Indicate space requirements for routine maintenance and for anticipated replacement of components during the life of the installation.

d. Show location and size of access doors required for access to concealed dampers, valves, and other controls.

e. Indicate required installation sequences.

GATE - 200607 01 31 00 - 3

2. Sheet Size: At least 8-1/2 by 11 inches (215 by 280 mm) but no larger than 30 by 40 inches (750 by 1000 mm).

3. Number of Copies: Submit two opaque copies of each submittal. Contracting Officer will return one copy.

4. Refer to individual Sections for Coordination Drawing requirements for Work in those

Section

B. Coordination Drawing Organization: Organize coordination drawings as follows:

1. Floor Plans and Reflected Ceiling Plans: Show architectural and structural elements, and mechanical, plumbing, fire-protection, fire-alarm, and electrical Work. Show locations of visible ceiling-mounted devices relative to acoustical ceiling grid. Supplement plan drawings with section drawings where required to adequately represent the Work.

2. Plenum Space: Indicate subframing for support of ceiling and wall systems, mechanical and electrical equipment, and related Work. Locate components within ceiling plenum to accommodate layout of light fixtures indicated on Drawings. Indicate areas of conflict between light fixtures and other components.

3. Mechanical Rooms: Provide coordination drawings for mechanical rooms showing plans and elevations of mechanical, plumbing, fire-protection, fire-alarm, and electrical equipment.

4. Structural Penetrations: Indicate penetrations and openings required for all disciplines.

5. Slab Edge and Embedded Items: Indicate slab edge locations and sizes and locations of embedded items for metal fabrications, sleeves, anchor bolts, bearing plates, angles, door floor closers, slab depressions for floor finishes, curbs and housekeeping pads, and similar items.

6. Mechanical and Plumbing Work: Show the following:

a. Sizes and bottom elevations of ductwork, piping, and conduit runs, including insulation, bracing, flanges, and support systems.

b. Dimensions of major components, such as dampers, valves, diffusers, access doors, cleanouts and electrical distribution equipment.

c. Fire-rated enclosures around ductwork.

7. Electrical Work: Show the following:

a. Runs of vertical and horizontal conduit 1-1/4 inches (32 mm) in diameter and larger.

b. Light fixture, exit light, emergency battery pack, smoke detector, and other fire-alarm locations.

c. Panel board, switch board, switchgear, transformer, busway, generator, and motor control center locations.

d. Location of pull boxes and junction boxes, dimensioned from column center lines.

8. Fire-Protection System: Show the following:

a. Locations of standpipes, mains piping, branch lines, pipe drops, and sprinkler heads.

9. Review: Contracting Officer (CO) will review coordination drawings to confirm that the

Work is being coordinated, but not for the details of the coordination, which are

Contractor's responsibility. If CO determines that coordination drawings are not being

GATE - 200607 01 31 00 - 4

prepared in sufficient scope or detail, or are otherwise deficient, CO will so inform

Contractor, who shall make changes as directed and resubmit.

10. Coordination Drawing Prints: Prepare coordination drawing prints according to requirements in Section 01 33 23 "Submittal Procedures."

C. Coordination Digital Data Files: Prepare coordination digital data files according to the following requirements:

1. File Preparation Format: Same digital data software program, version, and operating system as original Drawings.

2. File Preparation Format: AutoCad.dwg, Version 2013, operating in Microsoft Windows operating system.

3. File Submittal Format: Submit or post coordination drawing files using Portable

Document Format (PDF) file format.

4. Contracting Officer (CO) will furnish Contractor one set of digital data files

(AutoCad.dwg) of Drawings for use in preparing coordination digital data files.

a. CO makes no representations as to the accuracy or completeness of digital data files as they relate to Drawings.

b. Digital Data Software Program: Drawings are available in AutoCad.dwg.

D. Division 01 documents: The following items shall be submitted within 30 days of Contract award 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 (SWPP or UPPP).

11. Indoor Air Quality (IAQ) Management Plan.

12. Contractors Commissioning Plan.

13. Historic Preservation Treatment Plan.

14. 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.

E. 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

GATE - 200607 01 31 00 - 5

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, 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.

GATE - 200607 01 31 00 - 6

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.

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 http://www.nps.gov/dscw/precon_spproj.htm

GATE - 200607 01 31 00 - 7

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…