Attachment_2_-_Bunkhouse_Specs.pdf

SARATOGA BUNKHOUSE PHASE II 000150-1

MBRNFs & TBNG LIST OF DRAWINGS AND SPECIFICATIONS

SECTION 000150

SARATOGA BUNKHOUSE PHASE II

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

1. T1.0 Title Sheet

2. T1.1 Legend Sheet

3. T1.2 Abbreviation Sheet

4. G1.1 Overall Site Plan

5. CD1.1 Demolition Plan

6. CD1.2 Demolition Photographs

7. C1.1 Bunkhouse Area Site Plan

8. C1.2 Bunkhouse Area Layout and Grading Plan

9. C1.3 Shop/Warehouse Area Site Plan

10. C1.4 Shop/Warehouse Area Layout and Grading Plan

11. C2.1 Concrete Details

12. C2.2 Accessible Parking Layout, Wheel Stop, and Sign Details

13. C2.3 RV Trailer Site Details – Option Item

14. C2.4 RV Trailer Utility Strip Details – Option Items

15. C2.5 Construction Signage Details

16. C2.6 Culvert Details – Option Item

17. C2.7 Erosion Control Installation Details

18. U1.1 Utility Plan

19. U1.2 Utility Enlarged Plan – Bunkhouse Area

20. U2.1 Water Line Plan and Profile – Option Item

21. U2.2 Sewer Line Plan and Profile – Option Item

22. U3.1 Utility System Details

23. U3.2 Utility System Details

24. A0.1 Code Summary

25. A0.2 Code Summary Continued

26. A0.3 Life Safety Plan

27. A1.0 Floor Plan

28. A2.0 East & West Building Elevations

29. A2.1 North & South Building Elevations

30. A3.0 Building Sections A, B, & C

31. A4.0 Wall Sections

32. A4.1 Wall Sections and Details

33. A5.0 Roof Plan and Details

34. A6.0 Enlarged Restroom Floor Plans

35. A6.1 Enlarged Kitchen/Dining Room Floor Plan

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36. A7.0 Miscellaneous Details

37. A8.0 Room/Window Schedule & Details

38. A8.1 Door Schedule & Details

39. S0.1 Structural Cover Sheet

40. S0.2 Structural General Notes

41. S0.3 Structural General Notes

42. S0.4 Structural General Notes

43. S1.1 Foundation & Floor Framing Plan

44. S1.2 Roof Framing Plan

45. S5.1 Typical Concrete Details

46. S5.2 Typical Wood Details

47. S5.3 Foundation Sections

48. S5.4 Roof Sections

49. M1.0 Crawl Space Mechanical Plan and Legend

50. M1.1 Main Floor Mechanical Plan

51. M2.0 Crawl Space Plumbing Plan and Legend

52. M2.1 Main Floor Plumbing Plan

53. M2.2 Roof Plumbing Plan and Water Entry Detail

54. M2.3 Plumbing Isometrics and Fixture Schedule

55. M3.1 Mechanical Schedules and Details

56. E1.1 Power Floor Plan

57. E2.1 Lighting and Fire Detection Floor Plan and Luminaire Schedule

58. E3.1 Electrical One Line Diagram, Details, and Legend

59. E4.1 Panelboards and Load Calculations

Total Plan Sheets in this Contract

B. List of Contract Specifications

1. Index of Specifications

DIVISION 1 - GENERAL

REQUIREMENTS

Section 000150 List of Drawings and Specifications Section 010150 General Requirements Section 012500 Utility Company Coordination

DIVISION 3 - CONCRETE

Section 033000 Cast–In–Place Concrete Section 036000 Grout

DIVISION 4 – MASONRY

Section 041000 Mortar

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DIVISION 6 – WOOD AND

PLASTICS

Section 061000 Section 061063

Rough Carpentry Exterior Rough Carpentry

Section 061200 Structural Insulated Panels Section 061600 Sheathing Section 061753 Shop-Fabricated Wood Trusses Section 064023 Interior Architectural Woodwork

DIVISION 7 – THERMAL AND

MOISTURE PROTECTION

Section 071113 Bituminous Damp-Proofing Section 071930 Plastic Vapor Barrier/Retardants Section 072100 Thermal Insulation Section 073113 Asphalt Shingles Section 074600 Siding Section 076200 Sheet Metal Flashing and Trim Section 079200 Joint Sealants

DIVISION 8 – DOORS AND

WINDOWS

Section 081113 Steel Doors and Frames Section 081416 Flush Wood Doors Section 081418 Screen Doors and Storm Doors Section 083113 Access Doors and Frames Section 085200 Wood Windows Section 087100 Door Hardware Section 088000 Glazing

DIVISION 9 – FINISHES

Section 092900 Gypsum Board Section 096519 Section 096513

Resilient Base and Accessories Resilient Tile Flooring

Section 096813 Tile Carpeting Section 099000 Painting

DIVISION 10 - SPECIALTIES

Section 101453 Signs Section 102000 Louvers and Vents Section 102800 Toilet and Bath Accessories Section 104400 Fire-Protection Specialties

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DIVISION 11 – EQUIPMENT

Section 113100 Residential Appliances

DIVISION 12 – FURNISHINGS

Section 122113 Horizontal Louver Blinds

DIVISION 21 – FIRE

SUPPRESSION

Section 210000

Fire Suppression Materials and Methods

DIVISION 22 – PLUMBING

Section 220500 Section 220529

Section 220700 Section 221116 Section 221316 Section 224000

Common Work Results for Plumbing Hanger and Supports for Plumbing Piping and Equipment Plumbing Insulation Domestic Water Piping Sanitary Waste and Vent Piping Plumbing Fixtures

DIVISION 23 – HEATING,

VENTILATION, AND AIR

CONDITIONING

Section 230000 Section 231123 Section 232000

HVAC Materials and Methods Natural Gas Piping HVAC Equipment

DIVISION 26 – ELECTRICAL

Section 260000 Section 260526 Section 262210 Section 262416 Section 265100

Electrical Materials and Methods Grounding And Bonding Electrical Service Panelboards Lighting

DIVISION 28 – ELECTRONIC

SAFETY & SECURITY

Section 280000 Fire Detection Materials and Methods

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DIVISION 31 - EARTHWORK

Section 311100 Section 312250

Clearing and Grubbing Earthwork

Section 312317 Trenching, Bedding, and Backfill for Utilities

Section 312500 Temporary Erosion and Sedimentation Controls

DIVISION 32 – EXTERIOR

IMPROVEMENTS

Section 321123 Aggregate Section 321217 Section 321312 Section 321313 Section 321713 Section 323001

Hot-Mix Asphalt Paving Cement Concrete Pavement Concrete for Minor Structures Concrete Curb Wheel Stops Trailer Pads

DIVISION 33 – UTILITIES

Section 331116 Water Distribution Section 331219 Water Hydrants Section 333110 Sanitary Sewerage Section 334213 Culverts Section 334612 Sub-Surface Drainage

END OF SECTION

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SARATOGA BUNKHOUSE PHASE II 010150-1

MBRNFs & TBNG GENERAL REQUIREMENTS

SECTION 010150

GENERAL REQUIREMENTS

PART 1 – SUMMARY OF WORK

1.1 SUMMARY

A. Work for this project consists of the construction of a 2300 square foot, 10-person bunkhouse, a covered porch, three (3) RV trailer pads and on-site parking, as well as parking for fleet. The project also includes site utilities for water, sewer, gas, power and telecommunications.

1.2 LOCATION

A. This project is located at the USDA Forest Service’s Administrative site in Saratoga, Wyoming. The address is 2171 WY-130, Saratoga, WY 8233. This site also houses the District Office for the Brush Creek/Hayden Ranger District of the Medicine Bow-Routt National Forests.

1.3 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the site is approximately 6,900 feet above mean sea level. The site experiences heavy snowfall and extremely cold temperatures, with snow on the ground typically from mid-September through May.

B. A geotechnical report has been prepared as part of a Task Order between the Forest Service and an Architctural/Engineering firm. The report is available from the Government upon request. Blasting of rocks will not be permitted without special permission.

C. In-depth water table surveys have not been performed; however, if water is encountered during excavation, the Contractor shall perform adequate dewatering to keep the excavation free from water and dispose of the water without damage to property.

1.4 WORK PHASES

A. The Work shall be conducted in one phase. The rest of the Administrative Site will be fully occupied for the construction duration. Therefore, all utilities must be maintained to the existing buildings.

B. Before commencing Work, submit a schedule showing the sequence, commencement and completion dates, and move-out and -in dates of Government's personnel for all phases of the Work.

1.5 WORK UNDER OTHER CONTRACTS

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

Coordinate the Work of this Contract with work performed under separate contracts.

1.6 USE OF PREMISES

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

B. General: Contractor shall have limited use of premises for construction operations as indicated on Drawings by the Contract limits.

C. Use of Site: 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. Limits: Confine constructions operations to area immediately surrounding the Work area.

b. Limit site disturbance, including earthwork and clearing of vegetation, to 40 feet (12.2 m) beyond building perimeter; 10 feet (3 m) beyond surface walkways, patios, surface parking, and utilities less than 12 inches (300 mm) in diameter; 15 feet (4.5 m) beyond primary roadway curbs and main utility branch trenches; and 25 feet (7.6 m) beyond constructed areas with permeable surfaces (such as pervious paving areas, stormwater detention facilities, and playing fields) that require additional staging areas in order to limit compaction in the constructed area.

2. Government Occupancy: Allow for Government occupancy of Project site.

3. 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.

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

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

1.7 GOVERNMENT'S OCCUPANCY REQUIREMENTS

A. Full Government Occupancy: Government will occupy site and existing buildings during entire construction period, with the exception of areas under construction. 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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1. 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 Government and authorities having jurisdiction.

1.8 WORK RESTRICTIONS

A. Nonsmoking Building: Smoking is not permitted within the building or within 25 feet (8

m) of entrances, operable windows, or outdoor air intakes.

1.9 CONTRACTOR’S RESPONSIBILITIES

A. Confine storage of materials to areas as approved by the CO.

B. Contractor shall provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations. Contractor shall minimize disturbance of all undisturbed areas.

C. Preservation of Natural Features: Confines all operations to work limits of the project.

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

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

2. Do not remove, injure, or destroy trees or other plants without prior approval.

Consult with CO and remove agreed-on roots and branches that interfere with construction.

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

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

D. Existing Utilities: Notify CO and utility companies of proposed locations and times for excavation.

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

2. Interruption of Existing Utility Service: Notify CO, 48 hours in advance of any interruption of existing utilities.

1.10 MEALS AND LODGING

A. Meals and lodging are commercially available in the Saratoga, Wyoming, within 3 miles of the construction site. Meals or lodging will not be available at Forest Service facilities.

1.11 CAMPING

A. The Contractor will not be allowed to camp on site.

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1.12 FIELD VERIFICATION

A. Field verify all new and existing dimensions affecting the work of this contract before ordering products.

1.13 PERMITS

A. Special permits for electrical work or any other permits required by County, State, or Federal laws or regulations shall be obtained by the Contractor.

B. State Electrical inspection is required for this project. Obtain a permit if it is required to do the inspection.

PART 2 – DEFINITION OF ITEMS AND PAYMENT

2.1 DESCRIPTION

A. This section explains what is and what is not included in each pay item; the limits or cut-off points where one item ends and another begins; and basis of payment for work items listed in the Schedule of Items.

B. Payment: For each individual item listed here and in the Schedule of Items, payment shall be full compensation for all work related to the particular item in accordance with these specifications, and as shown on the drawings.

2.2 SCHEDULE OF ITEMS

A. Schedule of Items: The project Schedule of Items includes several sections to organize the work into Base Items and Optional Items.

1. Provide pricing for all items listed in the Schedule of Items.

2. Contract award will be made for all Base Items.

3. Optional Items will be awarded based on available project funding. Note:

Optional Items may be awarded up to 6 months after award of base items.

Contractor must guarantee pricing for 6 months after award of base items.

B. Base Items:

1. Base Item No. 1: General Requirements

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to:

i. Perform all operations necessary for the movement of personnel, equipment, supplies and incidentals to and from the project site, and for all other work and operations that must be performed or that cause costs

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to be incurred prior to beginning work on the various items on the project site;

ii. Install necessary signing, barricades, and fencing to ensure public safety and employee safety;

iii. Prepare and comply with local, State and Federal Stormwater requirements including but not limited to installation and maintenance of temporary erosion and sedimentation controls for all Base Items the duration of the contract;

iv. Prepare all as-built drawings.

v. Provide bonding and insurance for all Base Items.

2. Base Item No. 2: Quality Control, Survey and Staking.

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to perform all operations necessary including all Contractor sampling, testing, quality control work, construction surveying and staking for all Base Items.

3. Base Item No. 3: Bunkhouse Site Improvements, Site Grading, Parking Lot Construction, and Site Identification Signs.

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required as shown on the drawings and specification. Items include clearing and grubbing brush, excavation and placement for bunkhouse parking area, curb and gutter, site grading, placement of aggregate, concrete wheelstops, concrete sidewalks, sidewalk drainage chase, and permanent signage.

4. Base Item No. 4: Water and Sewer Line and Appurtences, Service to Building

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required as shown on drawings and specifications to install domestic and fire sprinkler water lines and sewer line to within 5 feet of the building, and connect those lines to existing municipal lines already on site. Work also includes cleaning and testing lines.

Connections within building and piping to 5 feet outside of the building is included in Bunkhouse Building Base Item (plumbing section). Existing municipal waterline and sewerline will be permitted to be out of service for up to 48 hours during this work.

5. Base Item No. 5: Natural Gas, Electrical, and Telephone Service to Building

c. Measurement: This item is measured as a lump sum quantity.

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d. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required as shown on drawings and specifications. Items include the following: excavation, bedding, backfill, compaction, and conduit for Government owned electrical service from existing electrical meter and service to bunkhouse; excavation, bedding backfill, compaction, excavation, bedding, backfill, compaction, and conduit for utility owned telephone cable. Item includes coordination with utility company for them to install underground natural gas piping to the new building. Item also includes removal of existing yard light.

6. Base Item No. 6: Bunkhouse Building

e. Measurement: This item is measured as a lump sum quantity.

f. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals to perform all operations necessary to complete the work as specified, to build the 2,300 square foot building using “Structural Insulated Panel System” method, including all interior finishes, excavation, foundation, porches, and complete fire suppression, mechanical, plumbing, electrical, fire detection systems and connecting these systems to utilities located 5 feet outside the building.

7. Base Item No. 7: Appliances

g. Measurement: This item is measured as a lump sum quantity.

h. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals to furnish and install the following appliances: Countertop cooktop, garbage disposals, range hoods, dishwashers, and range/oven combination unit.

2.3 OPTIONAL ITEMS

A. The following are option items for consideration in a price proposal and included at contract award only if found to be in the Government best interest and if funds are available. Except when it is determined in accordance with FAR 17.206(b) not to be in the Government’s best interest, the Government will evaluate offers for award Purpose by adding the total price for all options to the total price for the Requirements.

Evaluation of options will not obligate the Government to exercise the options. Any reference to optional items in the specifications or project plans are a reference to optional items in the Schedule of Items. Each optional item shall include additional Bonding and Insurance to cover the cost of the additional work. Additional contract time will be awarded as outlined with each Optional Item.

8. Optional Item No. 1: Site Demolition

a. Measurement: This item is measured as a lump sum quantity.

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b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required and as shown on the drawings and specifications. Items include but are not limited to:

i. Removal of chain link fencing.

ii. Sawcut and removal of portions of existing asphalt surface;

iii. Removal of curb and gutter;

iv. Removal of trees and stumps;

v. Incidental excavation of topsoil as shown on drawings; and

vi. Demo of existing gravel road surface at shop/warehouse area.

(Note: this item does not include removal of existing yard light. This work is included in the “Natural Gas, Electrical, and Telephone Service to Building” Pay Item).

c. Additional Contract Time: 30 days.

d. NOTE TO BIDDERS: If this Pay Item is not awarded, the work will be done by Government Personnel.

1. Optional Item No. 2: Additional Appliances

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include all the purchase and installation of additional appliances, including refrigerator/freezers, clothes washers, and clothes dryers.

c. Additional Contract Time: 10 days.

2. Optional Item No. 3: Paving Bunkhouse Parking

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required as shown on the drawings and specification. Items include asphalt paving and striping of the bunkhouse parking area that is to be constructed under Bunkhouse Site Improvements Base Item. Item also includes installation and maintaining temporary erosion and sedimentation controls, Quality Control, and survey/staking for this Pay Item.

b. Additional Contract Time: 10 days.

3. Optional Item No. 4: Fleet Parking

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price as shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required as shown on the drawings and specification. Items includes clearing and grubbing brush, excavation and placement for parking area, site grading, placement of aggregate, concrete wheelstops, and culverts. Item also includes concrete wheelstops in the existing shop parking area. Item also includes installation and maintaining temporary erosion and sedimentation controls, Quality Control, and survey/staking for this Pay Item.

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b. Additional Contract Time: 30 days.

4. Optional Item No. 5: RV pad #1, utilities, post and shut-off

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to perform all operations necessary for demolition, site preparation, excavation and placement of fill material, placement and compaction of gravel, water/sewer/electrical utilities for one compacted gravel RV site. This item also includes the electrical service needed for all 3 RV pads from the transformer to the RV area, as well as the electrical meter. This item also includes a water and sewer line connection into the municipal system and connected to the first RV pad. This item also includes a water meter for the RV water system waterline. Item also includes water and sewer line stub-out to serve RV pad #2 if RV pad #2 is not awarded at the same time as this item.

Item includes water hydrant and sewer connection at RV pad #1. Item includes underground electrical service from the new electrical service and an RV power pedestal for RV pad #1. Item also includes installation and maintaining temporary erosion and sedimentation controls, Quality Control, and survey/staking for this Pay Item.

b. Additional contract time: 30 days.

5. Optional Item No. 6: RV pad #2, utilities, post and shut-off

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to perform all operations necessary for site preparation, excavation and placement of fill material, placement and compaction of gravel, water/sewer/electrical utilities for one compacted gravel RV site. Item includes connection into water and sewer stub-out from RV pad #1 and connection of RV pad #2 into system.

Item also includes stub-out to serve RV pad #3 if RV pad #3 is not awarded at the same time as this item. Item includes water hydrant and sewer connection at RV pad #2. Item includes underground electrical service from the new electrical meter and an RV power pedestal for RV pad #2. Item also includes installation and maintaining temporary erosion and sedimentation controls, Quality Control, and survey/staking for this Pay Item.

b. Additional contract time: 20 days.

6. Optional Item No. 7: RV pad #3, utilities, post and shut-off

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to perform all operations necessary for site preparation, excavation and placement of fill material, placement and compaction of gravel, water/sewer/electrical utilities for one compacted gravel RV site. Item includes connection into water and

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sewer stub-out from RV pad #2 and connection of RV pad #3 into system.

Item includes water hydrant and sewer connection at RV pad #3. Item includes underground electrical service from the new electrical meter and an RV power pedestal for RV pad #3. Item also includes installation and maintaining temporary erosion and sedimentation controls, Quality Control, and survey/staking for this Pay Item.

b. Additional contract time: 20 days.

7. Optional Item No. 8: Bunkhouse Air Conditioning

a. Measurement: This item is measured as a lump sum quantity.

b. Payment: The contract lump sum price shown in the Schedule of Items shall include all materials, equipment, labor and incidentals required to install air conditioning in the bunkhouse. Work includes all mechanical, electrical, and plumbing work for this Pay Item.

b. Additional contract time: 10 days.

PART 3 – ACCIDENT PREVENTION

3.1 DESCRIPTION

A. This section consists of establishing an effective accident prevention plan and providing a safe environment for personnel and visitors.

3.2 SUBMITTALS

A. Accident Prevention Plan: Before on-site work begins, submit a company approved accident prevention plan. This plan will be posted in the contract file. Design the plan to address Federal, State, and Local Occupational Safety and Health requirements that apply to this project. Notice to Proceed will not be made until the plan is received. As a minimum the plan shall include:

1. Name, position title and contact information of company executive responsible for approving the Accident Prevention Plan.

2. Name and contact information of supervisor responsible to carry out the plan.

3. Outline of each phase of the work, the hazards associated with each major phase, and the methods proposed to ensure property protection and safety of the public, government personnel, and the Contractor's employees. Identify the work included under each phase by reference to specification section or division numbers.

4. Contingency plans for emergency situations such as medical, fire, hazard material spills and other contract assessed hazard prevention and abatement requirement needs that apply to this project.

B. Certificates: Provide certificates from a mechanic that all mechanical equipment has been inspected and meets OSHA requirements.

C. Submit a copy of test reports, as required by OSHA, for personnel working with hazardous materials.

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D. Submit a brief report of safety meetings and of inspections.

E. Upon request, submit proof of employees' qualifications to perform assigned duties in a safe manner.

3.3 QUALITY ASSURANCE

A. Clauses entitled "Accident Prevention" and "Permits and Responsibilities" of the General Provisions: In case of conflicts between Federal, state, and local safety and health requirements, the most stringent shall apply. Equipment or tools not meeting OSHA requirements will not be allowed on the project sites. Failure to comply with the requirements of this section and related sections may result in suspension of work.

B. Qualifications of Employees: Ensure employees are physically qualified to perform assigned duties in a safe manner.

3.4 ACCIDENT REPORTING

A. All Accidents: Report all accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

3.5 FIRST AID FACILITIES

A. Provide adequate facilities for the number of employees and the type of construction at the site.

3.6 PERSONNEL PROTECTIVE EQUIPMENT

A. Meet requirements of NIOSH and MSHA, where applicable, as well as ANSI.

3.7 EMERGENCY INSTRUCTIONS

A. Post telephone numbers and reporting instructions for ambulance, physician, hospital, fire department, and police in conspicuous locations at the work site.

3.8 PROTECTIVE EQUIPMENT

A. Inspect personal protective equipment daily and maintain in a serviceable condition.

Clean, sanitize, and repair, as appropriate, personal items before issuing them to another individual.

B. Inspect and maintain other protective equipment and devices before use and on a periodic basis to ensure safe operation.

3.9 SAFETY MEETINGS

A. As a minimum, conduct weekly 15-minute "toolbox" safety meetings. These meetings shall be conducted by a foreman and attended by all construction personnel at the worksite.

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3.10 HARD HATS AND PROTECTIVE EQUIPMENT AREAS

A. The CO will designate a hard hat area. Post the hard hat area in a manner satisfactory to the CO.

B. It is the Contractor's responsibility to require all those working on or visiting the site to wear hard hats and other necessary protective equipment at all times. As a minimum, provide two hard hats for use by visitors. Change liners before reissuing hats.

3.11 TRAINING

A. First Aid: Provide adequate training to ensure prompt and efficient first aid.

B. Hazardous Material: Train and instruct each employee exposed to hazardous material in safe and approved methods of handling and storage. Hazardous materials are defined as explosive, flammable, poisonous, corrosive, oxidizing, irritating, or otherwise harmful substances that could cause death or injury.

PART 4 – SUBMITTAL PROCEDURES

4.1 DESCRIPTION

A. This section includes administrative and procedural requirements for submittals.

4.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Officer’s (CO's) responsive action.

B. Informational Submittals: Written information that does not require CO's approval.

Submittals may be rejected for not complying with requirements.

C. Electronic Submittals: Transmit submittals in electroinc format (PDF) using Submittal Exchange, a website service designed specifically for transmitting submittals.

1. Electronic submittal process is not intended for color samples, color-charts, or physical material samples. For these items, submit actual items.

4.3 PROCEDURES

A. General: The following procedure requirements pertain to all submittals regardless of the method utilized for submission.

1. Review each submittal and check for compliance with the Contract Documents.

Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

2. Contracting Officer will not review submittals that do not bear Contractor's approval stamp and will return them without action.

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3. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

4. Use only final submittals with mark indicating action taken by CO in connection with construction.

B. Processing Time: Allow enough time for submittal review, including time for re-submittals, as follows. Time for review shall commence on CO's receipt of submittal.

1. Initial Review: Allow 10 working days for initial review of each submittal. Allow additional time if processing must be delayed to permit coordination with subsequent submittals. CO will advise Contractor when a submittal being processed must be delayed for coordination.

2. If intermediate submittal is necessary, process it in same manner as initial submittal.

3. Allow 10 working days for processing each re-submittal.

4. No extension of the Contract Time will be authorized because of failure to transmit submittals enough in advance of the Work to permit processing.

C. Identification: Place a permanent label or title block on each submittal for identification.

1. Indicate name of firm or entity that prepared each submittal on label or title block.

2. Provide a space approximately 2 by 3 inches on label or beside title block to record

Contractor's review and approval markings and action taken by CO.

3. Include the following information on label for processing and recording action taken:

b. Project name.

b. Date.

b. Name and address of Contractor.

b. Name of manufacturer.

b. Unique identifier, including revision number.

b. Number and title of appropriate Specification Section.

b. Drawing number and detail references, as appropriate.

b. Other necessary identification.

D. Deviations: Highlight, encircle, or otherwise identify deviations from the Contract Documents on submittals.

E. Additional Copies: Unless additional copies are required for final submittal, and unless CO observes noncompliance with provisions of the Contract Documents, initial submittal may serve as final submittal.

F. Use for Construction: Use only final submittals with mark indicating action taken by CO in connection with construction.

G. Review each submittal and check for compliance with the Contract Documents. Note corrections and field dimensions. Mark with approval stamp before submitting to CO.

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H. Approval Stamp: Stamp each submittal with a uniform, approval stamp. Include Project name and location, submittal number, Specification Section title and number, name of reviewer, date of Contractor's approval, and statement certifying that submittal has been reviewed, checked, and approved for compliance with the Contract Documents.

I. CO will not review submittals that do not bear Contractor's approval stamp and will return them without action.

J. Submittals not required by the Contract Documents will not be reviewed and may be discarded.

K. Electronic Submittal Procedures: Utilize electronic submittal procedure. The full cost of Submittal Exchange project subscription is provided by the Government under separate contract.

1. Preparation of Submittals: Use any or all of the following options:

a. Subcontractors and Suppliers provide electronic (PDF) submittals to General/Prime Contractor via the Submittal Exchange website.

b. Subcontractors and Suppliers provide paper submittals to

General/Prime Contractor who electronically scans and converts to PDF format.

c. Subcontractors and Suppliers provide paper submittals to Scanning Service which electronically scans and converts to PDF format.

2. Before submitting submittals to the Contracting Officer, apply electronic approval stamp certifying the submittal complies with the requirements of the Contract Documents including verification of manufacturer/product, dimensions, and coordination of information with other parts of the work.

3. Transmit each submittal to the Contracting Officer using the Submittal Exchange website, www.submittalexchange.com.

4. Government review comments will be made available on the Submittal Exchange website for downloading. General/Prime Contractor will receive email notice of completed review.

5. Distribution of reviewed submittals to subcontractors and suppliers is the responsibility of the General/Prime Contractor. Use only final submittals with mark indicating action taken by Contracting Officer in connection with construction.

6. Submit two sets of paper copies of reviewed submittals at project closeout for record purposes in accordance with “Closeout Procedures” in this section.

7. Training: Training regarding use of the Submittal Exchange website and PDF submittals is provided from Submittal Exchange free of charge. Contact Submittal Exchange at 1-800-714-0024.

8. Internet Service and Equipment Requirements:

a. Email address and Internet access at Contractor’s main office.

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b. Software: Adobe Acrobat (www.adobe.com), Bluebeam PDF Revu (www.bluebeam.com), or other similar PDF review software for applying electronic stamps and comments.

4.4 ACTION SUBMITTALS

A. General: Prepare and submit Action Submittals required by individual Specification Sections.

1. Number of Copies: Submit four copies of each submittal, unless otherwise indicated. CO will return two copies. Mark up and retain one returned copy as a Project Record Document.

B. Product Data: Collect information into a single submittal for each element of construction and type of product or equipment.

1. If information must be specially prepared for submittal because standard printed data are not suitable for use, submit as Shop Drawings, not as Product Data.

2. Mark each copy of each submittal to show which products and options are applicable.

3. Include the following information, as applicable:

b. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

b. Manufacturer's installation instructions.

b. Manufacturer's catalog cuts.

b. Wiring diagrams showing factory-installed wiring.

b. Compliance with recognized trade association standards.

b. Compliance with recognized testing agency standards.

4.5 INFORMATIONAL SUBMITTALS

A. General: Prepare and submit Informational Submittals required by other Specification Sections.

1. Number of Copies: Submit two copies of each submittal, unless otherwise indicated. CO will not return copies.

2. Certificates and Certifications: Provide a notarized statement that includes signature of entity responsible for preparing certification. Certificates and certifications shall be signed by an officer or other individual authorized to sign documents on behalf of that entity.

B. Contractor's Construction Schedule: Provide a construction schedule.

C. Cost Breakdown: Following award provide a cost breakdown schedule listing main types of work with associated costs for each item in CSI format.

PART 5 – TEMPORARY FACILITIES AND CONTROLS

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5.1 DESCRIPTION

A. This section consists of requirements for temporary facilities and controls, including utilities, support facilities, and security and protection facilities.

5.2 UTILITIES

A. Water Service: Use of Government existing water service facilities will be permitted without metering and without payment of use charges, as long as facilities are cleaned and maintained in a condition acceptable to CO. At Substantial Completion, restore these facilities to condition existing before initial use.

B. Sanitary Facilities: Contractor is required to provide portable sanitary facilities for all workers, including subcontractors. Use of Government sanitary facilities will not be permitted.

C. Electric Power and Lighting Service: Use of Government's existing electric power and lighting service will be permitted without metering and without payment of use charges, as long as equipment is maintained in a condition acceptable to CO.

D. Telephone Service: The Contractor is responsible for providing telephone service deemed necessary for the duration of the construction.

5.3 STORAGE AREAS

A. Coordinate on-site storage requirements with the Contracting Officer.

5.4 CONSTRUCTION WASTE DISPOSAL FACILITIES

A. Provide waste-collection containers in sizes adequate to handle waste from construction operations. Containerize and clearly label hazardous, dangerous, or unsanitary waste materials separately from other waste.

5.5 SUPPORT FACILITIES INSTALLATION

A. Locate temporary construction and support facilities for easy access.

5.6 SECURITY AND PROTECTION FACILITIES INSTALLATION

A. Environmental Protection: Provide protection, operate temporary facilities, and conduct construction in ways and by methods that comply with environmental regulations and that minimize possible air, waterway, and subsoil contamination or pollution or other undesirable effects. Restrict use of noisemaking tools and equipment to hours that will minimize complaints from persons or firms near Project site.

B. Barricades, Warning Signs, and Lights: Comply with standards and code requirements for erecting structurally adequate barricades. Paint with appropriate colors, graphics, and warning signs to inform personnel and public of possible hazard. Where appropriate and needed, provide lighting, including flashing red or amber lights.

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C. Fire Protection:

1. Store combustible materials in containers in fire-safe locations.

2. Maintain unobstructed access to fire extinguishers, fire hydrants, fire-protection facilities, stairways, and other access routes for firefighting. Prohibit smoking in hazardous fire-exposure areas.

3. Supervise welding operations, combustion-type temporary heating units, and similar sources of fire ignition.

PART 6 – EXECUTION REQUIREMENTS

6.1 DESCRIPTION

A. This section consists of general procedural requirements governing execution of the Work including, but not limited to, the following:

1. General installation of products.

2. Progress cleaning.

3. Protection of installed construction.

4. Correction of the Work.

6.2 EXAMINATION

A. Existing Conditions: Before beginning work, investigate and verify the existence and location of mechanical and electrical systems and other construction affecting the Work.

B. Acceptance of Conditions: Examine areas, and conditions, with Installer. Record observations.

1. Examine roughing-in for electrical systems to verify actual locations of connections before equipment and fixture installation.

2. Proceed with installation only after unsatisfactory conditions have been corrected.

Proceeding with the Work indicates acceptance of surfaces and conditions.

6.3 PREPARATION

A. Field Measurements: Take field measurements as required to fit the Work properly.

B. Review of Contract Documents and Field Conditions: Immediately on discovery of the need for clarification of the Contract Documents, submit a request for information to CO.

Include a detailed description of problem encountered, together with recommendations for changing the Contract Documents.

6.4 INSTALLATION

A. General: Locate the Work and components of the Work accurately, in correct alignment and elevation, as indicated.

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1. Make vertical work plumb and make horizontal work level.

B. Comply with manufacturer's written instructions and recommendations for installing products.

C. Hazardous Materials: Use products, cleaners, and installation materials that are not considered hazardous.

6.5 PROGRESS CLEANING

A. General: Clean Project site and work areas daily, including common areas. Dispose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste materials and debris.

2. Do not hold materials more than 7 days during normal weather or 3 days if the temperature is expected to rise above 80 deg F (27 deg C).

3. Containerize hazardous and unsanitary waste materials separately from other waste. Mark containers appropriately and dispose of legally, according to regulations.

B. Site: Maintain Project site free of waste materials and debris.

C. Work Areas: Clean areas where work is in progress to the level of cleanliness necessary for proper execution of the Work.

D. Waste Disposal: Burying or burning waste materials on-site will not be permitted.

Washing waste materials down sewers or into waterways will not be permitted.

6.6 PROTECTION OF INSTALLED CONSTRUCTION

A. Provide final protection and maintain conditions that ensure installed Work is without damage or deterioration at time of Substantial Completion.

6.7 CORRECTION OF THE WORK

A. Repair or remove and replace defective construction. Restore damaged substrates and finishes.

1. Repairing includes replacing defective parts, refinishing damaged surfaces, touching up with matching materials, and properly adjusting operating equipment.

PART 7 – OPERATIONS AND MAINTENANCE MANUALS

7.1 DESCRIPTION

A. This Section consists of administrative and procedural requirements for operation and maintenance manuals.

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7.2 SUBMITTALS

A. Submit two manuals in final form at least 15 working days before final inspection.

7.3 OPERATION AND MAINTENANCE MANUALS

A. Assemble a complete set of operation and maintenance data indicating the operation and maintenance of each system, subsystem, and piece of equipment not part of a system.

Include operation and maintenance data required in individual Specification Sections and as follows:

1. Operation Data: Include emergency instructions and procedures, system and equipment descriptions, operating procedures, and sequence of operations.

2. Maintenance Data: Include manufacturer's information, list of spare parts, maintenance procedures, maintenance and service schedules for preventive and routine maintenance, and copies of warranties and bonds.

B. Organization: Unless otherwise indicated, organize each manual into a separate section for each system and subsystem, and a separate section for each piece of equipment not part of a system. Each manual shall contain a title page, table of contents, and manual contents.

C. Title Page: Enclose title page in transparent plastic sleeve. Include the following information:

1. Subject matter included in manual.

2. Name and address of Project.

3. Name and address of Forest.

4. Date of submittal.

5. Name, address, and telephone number of Contractor.

6. Cross-reference to related systems in other operation and maintenance manuals.

D. Table of Contents: List each product included in manual, identified by product name, indexed to content of volume, and cross-referenced to Specification Section.

E. Manual Contents: Organize into sets of manageable size. Arrange contents alphabetically by system, subsystem, and equipment. If possible, assemble instructions for subsystems, equipment, and components of one system into a single binder.

1. Binders: Heavy-duty, 3-ring, vinyl-covered, loose-leaf binders, in thickness necessary to accommodate contents, sized to hold 8-1/2-by-11-inch paper; with clear plastic sleeve on spine to hold label describing contents and with pockets inside covers to hold folded oversize sheets.

b. Identify each binder on front and spine, with printed title "OPERATION

AND MAINTENANCE MANUAL," Project title or name, and subject matter of contents. Indicate volume number for multiple-volume sets.

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2. Dividers: Heavy-paper dividers with plastic-covered tabs for each section. Mark each tab to indicate contents. Include typed list of products and major components of equipment included in the section on each divider, cross-referenced to Specification Section number and title of Project Manual.

3. Protective Plastic Sleeves: Transparent plastic sleeves designed to enclose diagnostic software diskettes for computerized electronic equipment.

4. Drawings: Attach reinforced, punched binder tabs on drawings and bind with text.

b. If oversize drawings are necessary, fold drawings to same size as text pages and use as foldouts.

b. If drawings are too large to be used as foldouts, fold and place drawings in labeled envelopes and bind envelopes in rear of manual. At appropriate locations in manual, insert typewritten pages indicating drawing titles, descriptions of contents, and drawing locations.

F. Content: Include operation and maintenance data required in individual Specification Sections and equipment descriptions, operating standards, operating procedures, operating logs, wiring and control diagrams, and license requirements.

G. Descriptions: Include the following:

1. Product name and model number.

2. Manufacturer's name.

3. Equipment identification with serial number of each component.

4. Equipment function.

5. Operating characteristics.

6. Performance curves.

7. Engineering data and tests.

8. Complete nomenclature and number of replacement parts.

H. Source Information: For each product, list name, address, and telephone number of Installer or supplier.

I. Operating Procedures: Include startup, break-in, and control procedures; stopping and normal shutdown instructions; routine, normal, seasonal, and weekend operating instructions; and required sequences for electric or electronic systems.

J. Systems and Equipment Controls: Describe sequence of operation, and diagram controls as installed.

K. Maintenance Procedures: For each system, subsystem, and piece of equipment not part of a system, include manufacturers' maintenance documentation, maintenance procedures, maintenance and service schedules, drawings and diagrams for maintenance, nomenclature of parts and components, and recommended spare parts for each component part or piece of equipment.

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L. Maintenance and Service Schedules: Include service and lubrication requirements, list of required lubricants for equipment, and separate schedules for preventive and routine maintenance and service with standard time allotment.

M. Warranties and Bonds: Include copies of warranties and bonds and lists of circumstances and conditions that would affect validity of warranties or bonds. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Provide heavy paper dividers with plastic-covered tabs for each separate warranty.

Mark tab to identify the product or installation. Provide a typed description of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

PART 8 – CLOSEOUT PROCEDURES

8.1 DESCRIPTION

A. This section consists of administrative and procedural requirements for contract closeout, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Final cleaning.

8.2 SUBSTANTIAL COMPLETION

A. Definition of Substantial Completion: The Date certified by the Contracting Officer when construction is sufficiently complete, in accordance with the Contract Documents, so the Government can occupy or utilize the Work or designated portion thereof for the use for which it is intended, as expressed in the Contract Documents.

B. Preliminary Procedures: Before requesting inspection for determining date of Substantial Completion, complete the following.