Construction_Specs_Binder.pdf

SECTION 001500

GMUG

ONE MILE CAMPGROUND

LIST OF DRAWINGS AND SPECIFICATIONS

PART 1 – GENERAL

1.1 DESCRIPTION

A. List of Contract Drawings:

1. Index of Sheets:

T-1 Title Sheet E1 Existing Overall Site Plan E2 Electrical Site Plan Units 15 to 25 (Base Bid

Item) E3 Electrical Site Plan Units 1 to 14 (Optional Bid

Item) E4 Panelboards, Photos, and Details E5 One Line Diagrams

6 Total Plan Sheets in this Contract

B. List of Contract Specifications

1. Index of Specifications

DIVISION 1 - GENERAL

REQUIREMENTS

Section 001500 List of Drawings and Specifications Section 010250 Definition of Bid Items and Measurement and

Payment Section 011000 Summary of Work Section 011700 Accident Prevention Section 013300 Submittal Procedures Section 015610 Soil Erosion & Water Pollution Control Section 017300 Execution Requirements Section 017700 Closeout Procedures

DIVISION 2 – SITEWORK N/A

026150 Repairing Paved and Gravel Surfaces 029330 Seeding and Mulching

DIVISION 3 - CONCRETE N/A

DIVISION 4 – MASONRY N/A

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ONE MILE CAMPGROUND LIST OF DRAWINGS AND SPECIFICATIONS

DIVISION 5 – METALS N/A

DIVISION 6 – WOOD AND PLASTICS N/A

DIVISION 7 – THERMAL AND

MOISTURE PROTECTION

N/A

DIVISION 8 – DOORS AND WINDOWS N/A

DIVISION 9 – FINISHES N/A

DIVISION 10 - SPECIALTIES N/A

DIVISION 11 – EQUIPMENT N/A

DIVISION 12 – FURNISHINGS N/A

DIVISION 13 – SPECIAL

CONSTRUCTION

DIVISION 14 – CONVEYING SYSTEMS N/A

DIVISION 21 – FIRE SUPPRESSION N/A

DIVISION 22 – PLUMBING N/A

DIVISION 23 – HEATING VENTILATING

AND AIR CONDITIONING

DIVISION 26 – ELECTRICAL

Section 260100 General Electrical Provisions Section 260150 Trench and Backfilling for Electrical Utilities Section 260500 Basic Electrical Materials and Methods Section 262100 Electrical Service

DIVISION 27 – COMMUNICATIONS N/A

DIVISION 28 – ELECTRONIC SAFETY

AND SECURITY

DIVISION 31 – EARTHWORK N/A

DIVISION 32 – EXTERIOR

IMPROVEMENTS

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DIVISION 33 – UTILITIES N/A

DIVISION 34 – TRANSPORTATION N/A

DIVISION 35 – WATERWAY AND

MARINE

DIVISION 41 – MATERIAL PROCESSING

AND HANDLING EQUIPMENT

DIVISION 44 – POLLUTION CONTROL

EQUIPMENT

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ONE MILE CAMPGROUND DEFINITION OF BID ITEMS &

MEASUREMENT AND PAYMENT

SECTION 010250

DEFINITION OF BID ITEMS

AND

MEASUREMENT AND PAYMENT

PART 1 - GENERAL

1.

1.1 SUMMARY

A. The intent of this section is to explain, in general; what is and what is not included in a bid item; the limits or cut-off points where one bid item ends and another begins; and method of measurements and basis of payment for work items listed in the Bid Item Schedule.

B. Work: Furnishing all labor, materials, equipment, and other incidentals necessary to successfully complete the project or any portion of it, and carrying out all duties and obligations imposed by the contract on the Contractor.

C. Payment:

1. 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, as shown on the drawings, and as staked in the field.

2. Measurement and payment for contract work shall be made only for and under those pay items included in the Schedule of Items. All other work and materials shall be considered incidental or as included in the payment for items shown.

PART 2 - METHOD OF MEASUREMENT

2.

2.1 GENERAL

A. One of the following methods of measurement for determining final payment is designated on the Schedule of Items for each pay item:

B. Lump Sum Quantities (LSQ):

1. These quantities denote one complete unit of work as required by or described in the contract, including necessary materials, equipment, and labor to complete the job. They shall be measured complete and in-place.

PART 3 – DEFINITION OF BID ITEMS

3.

4.

3.1 SCHEDULE OF ITEMS

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ONE MILE CAMPGROUND DEFINITION OF BID ITEMS &

MEASUREMENT AND PAYMENT

A. The project Schedule of Items includes several sections to organize the bid items into Base Bid Items and Optional Bid Items. When a pay item is described as a Base Bid Item, the description will be the same when that item or a similar item is included as an Optional Bid Item. Provide item pricing for all items listed in the Schedule of Items.

Contract award will be made for all Base Bid Items. Those items listed as Optional Bid Items will be awarded based on available project funding.

B. Base Bid Items:

1. Base Bid Item No.1-Units 15 through 25

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

b. Payment: The contract lump sum bid price shown in the Schedule of Items shall include all materials, equipment, trenching, backfilling, seeding, mulching, pavement repair, labor and incidentals required to modify and install electrical systems for Units 15 through 25.

C. Optional Bid Items (OBI): 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. 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.

1. Optional Bid Item No.1-Units 1 through 14

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

b. Payment: The contract lump sum bid price shown in the Schedule of Items shall include all materials, equipment, trenching, backfilling, seeding, mulching, pavement repair, labor and incidentals required to modify and install electrical systems for Units 1 through 14.

END OF SECTION-010250

SECTION 011000

SUMMARY OF WORK

PART 1 - GENERAL

1.

1.1 SUMMARY

A. Work for this project requires the contractor to be responsible for supplying all labor, materials, equipment, utilities, miscellaneous items, freight and delivery and all necessary valid licenses and permit required to provide electrical system modifications for the One Mile Campground as indicated in the drawings and specifications.

B. This project is located at the One Mile Campground in the Gunnison National Forest approximately 18 miles northeast of Gunnison, Colorado.

1.2 GENERAL SITE CONDITIONS AND WEATHER

A. The elevation of the site is approximately 8,000 feet above mean sea level.

B. The construction site experiences snowfall and rain and extremely cold temperatures, with snow on the ground typically from October through mid -June.

C. Soil surveys have not been performed. The Contractor should expect to encounter large (2 to 3 foot) rock and boulders during excavation. Blasting of rocks will not be permitted unless approved by the Contracting Officer.

D. 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.

1.3 CONTRACTOR’S RESPONSIBILITIES

A. Limit use of premises to work in areas indicated. Do not disturb portions of Project site beyond areas in which the Work is indicated.

B. Provide adequate signing and barricades and take necessary safety measures to protect the public during all construction operations.

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

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

Minimize damage to natural surroundings trees, brush and plants.

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

2. Do not remove, injure, or destroy trees without prior approval. Consult with CO and remove agreed-on brush, roots, and branches that interfere with construction.

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ONE MILE CAMPGROUND SUMMARY OF WORK

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ONE MILE CAMPGROUND SUMMARY OF WORK

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.

E. 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.

1.4 MEALS AND LODGING

A. Meals and lodging are commercially available in the town of Gunnison, Colorado within 18 miles of the construction site.

B. No work camp will be allowed except for the occupation of one or two campsites with prior approval of the Contracting Officer and the Gunnison Ranger District.

1.5 SITE CLEANUP AND DISPOSAL

A. Dispose of all waste off National Forest Lands.

1.6 CONSTRUCTION SEQUENCE

A. The campground will be closed to the public on September 8th. Construction shall begin after September 9th and be completed by end of October 2009.

1.7 FIELD VERIFICATION

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

1.8 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.

PART 2 - PRODUCTS (NOT USED)

2.

PART 3 - EXECUTION (NOT USED)

3.

END OF SECTION 011000

SECTION 011700

ACCIDENT PREVENTION

PART 1 - GENERAL

1.

1.1 DESCRIPTION

A. The work of this section consists of establishing an effective accident prevention program and providing a safe environment for all personnel and visitors.

1.2 SUBMITTALS

A. Accident Prevention Program: Before on-site work begins, submit for approval an accident prevention program. The Contracting Officer (CO) will review the proposed program for compliance with OSHA and project requirements. If the program requires any revisions or corrections, the Contractor shall resubmit the program within 10 days.

No progress payments will be processed until the program is approved. The program shall include:

1. Name of responsible supervisor to carry out the program.

2. Weekly and monthly safety meetings.

3. First aid procedures.

4. 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.

5. Training, both initial and continuing.

6. Planning for possible emergency situations, such as floods, fires, cave-ins, slides, explosions, power outages, and wind storms. Such planning shall take into consideration the nature of construction, site conditions, and degree of exposure of persons and property.

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.

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.

1.3 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

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ONE MILE CAMPGROUND ACCIDENT PREVENTION

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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

1. Ensure that employees are physically qualified to perform their assigned duties in a safe manner.

2. To as great an extent as possible, do not allow employees to work whose ability or alertness is impaired because of drugs, fatigue, illness, intoxication, or other conditions that may expose themselves or others to injury.

3. Operators of vehicles and mobile equipment shall be able to understand signs, signals, and operating instructions, and be capable of operating such equipment.

Provide operating instructions for all equipment. Newly hired operators shall be individually tested by an experienced operator or supervisor to determine if they are capable of safely operating equipment.

1.4 ACCIDENT REPORTING

A. Reportable Accidents: A reportable accident is defined as death, occupational disease, traumatic injury to employees or the public, property damage by accident in excess of $100, and fires. Within 7 days of a reportable accident, fill out and forward to the CO a DI-134 form, which may be obtained from CO.

B. All Other Accidents: The Contractor shall report all other accidents to the CO as soon as possible and assist the CO and other officials as required in the investigation of the accident.

PART 2 – PRODUCTS

2.1 FIRST AID FACILITIES

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

2.2 PERSONNEL PROTECTIVE EQUIPMENT

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

PART 3 – EXECUTION

3.1 EMERGENCY INSTRUCTIONS

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

3.2 PROTECTIVE EQUIPMENT

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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.

3.3 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.

3.4 HARD HATS AND PROTECTIVE EQUIPMENT

A. 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 six hard hats for use by visitors. Change liners before reissuing hats.

3.5 TRAINING

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

END OF SECTION

SECTION 013300

SUBMITTAL PROCEDURES

PART 1- GENERAL

1.

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for submitting Product Data and other miscellaneous submittals.

B. See Division 1 Section "Closeout Procedures" for submitting warranties Project Re-cord Documents, operation and maintenance manuals and “as built” drawings.

1.2 DEFINITIONS

A. Action Submittals: Written and graphic information that requires Contracting Offi-cer’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.

1.3 SUBMITTAL PROCEDURES

A. Coordination: Coordinate preparation and processing of submittals with performance of construction activities.

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

a. CO reserves the right to withhold action on a submittal requiring coordina-tion with other submittals until related submittals are received.

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 days for initial review of each submittal. Allow addi-tional 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 sub-mittal.

3. Allow 10 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.

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ONE MILE CAMPGROUND SUBMITTAL PROCEDURES

C. Identification: Place a permanent label or title block on each submittal for identifica-tion.

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

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

a. Project name.

b. Date.

c. Name and address of Contractor.

d. Name of manufacturer.

e. Unique identifier, including revision number.

f. Number and title of appropriate Specification Section.

g. Drawing number and detail references, as appropriate.

h. 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.

PART 2 – PRODUCTS

2.

2.1 ACTION SUBMITTALS

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

1. Number of Copies: Submit three copies of each submittal, unless otherwise in-dicated. 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 con-struction 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.

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2. Mark each copy of each submittal to show which products and options are ap-plicable.

3. Include the following information, as applicable:

a. Manufacturer's written recommendations.

b. Manufacturer's product specifications.

c. Manufacturer's installation instructions.

d. Manufacturer's catalog cuts.

e. Wiring diagrams showing factory-installed wiring.

f. Compliance with recognized trade association standards.

g. Compliance with recognized testing agency standards.

2.2 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 indi-cated. CO will not return copies.

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

3. Test and Inspection Reports: Comply with requirements in Division 1 Section "Quality Requirements."

B. Contractor's Construction Schedule:

1. The following submittal is required following award of contract for review and/or approval pursuant to contract provisions:

Item Description Copies Required References Cost breakdown schedule listing main types of work and totaling amount of contract

1 FAR 52.232-05

PART 3 – EXECUTION

3.1 GENERAL

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

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

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

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ONE MILE CAMPGROUND SOIL EROSION & WATER POLLUTION CONTROL

SECTION 015610

SOIL EROSION & WATER POLLUTION CONTROL

PART 1 - GENERAL

1.

1.1 SUMMARY

A. This work consists of temporary measures to control soil erosion and water pollution, through the use of berms, dikes, dams, sediment basins, silt fences, brush barriers, fiber mats, netting, gravel, mulches, grasses, and other devices or methods.

PART 2 - PRODUCTS

2.

2.1 REQUIREMENTS

A. Materials shall meet the requirements of the following sections or subsections:

1. Seed – Section 02933

2. Mulch– Section 02933

ART 3 – EXECUTION

3.

3.1 PERFORMANCE

A. Prior to the start of construction, submit a schedule for temporary control work. Do not begin work until the necessary controls have been installed as required.

B. Clearing and grubbing shall be scheduled and performed so that grading operations and permanent erosion control measures can follow without interference.

C. Maintain erosion control features throughout the contract. Dismantle and dispose temporary controls off Forest Land.

END OF SECTION-015610

SECTION 017300

EXECUTION REQUIREMENTS

PART 1 - GENERAL

1.

1.1 SUMMARY

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

1. General installation of products.

2. Progress cleaning.

3. Starting and adjusting.

4. Protection of installed construction.

5. Correction of the Work.

B. See Division 1 Section "Closeout Procedures" for final cleaning.

PART 2 - PRODUCTS (NOT USED)

2.

PART 3 – EXECUTION

3.

3.1 EXAMINATION

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

B. Acceptance of Conditions: Examine areas, and conditions, with Installer. Record ob-servations.

1. Examine roughing-in for electrical systems to verify actual locations of connec-tions before equipment installation.

2. Proceed with installation only after unsatisfactory conditions have been cor-rected. Proceeding with the Work indicates acceptance of surfaces and condi-tions.

3.2 PREPARATION

A. 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 indi-cated:

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ONE MILE CAMPGROUND EXECUTION REQUIREMENTS

1. Notify Contracting Officer (CO) not less than two days in advance have pro-posed utility interruptions.

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

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

Recheck measurements before installing each product. Where portions of the Work are indicated to fit to other construction, verify dimensions of other construction by field measurements before fabrication. Coordinate fabrication schedule with construc-tion progress to avoid delaying the Work.

C. 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 recom-mendations for changing the Contract Documents.

3.3 INSTALLATION

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

B. Install products at the time and under conditions that will ensure the best possible re-sults. Maintain conditions required for product performance until Substantial Comple-tion.

C. Conduct construction operations so no part of the Work is subjected to damaging op-erations or loading in excess of that expected during normal conditions of occupancy.

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

3.4 PROGRESS CLEANING

A. General: Clean Project site and work areas daily. Enforce requirements strictly. Dis-pose of materials lawfully.

1. Comply with requirements in NFPA 241 for removal of combustible waste ma-terials 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 regu-lations.

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

C. 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.

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D. During handling and installation, clean and protect construction in progress and ad-joining materials already in place. Apply protective covering where required to ensure protection from damage or deterioration at Substantial Completion.

E. Clean and provide maintenance on completed construction as frequently as necessary through the remainder of the construction period. Adjust and lubricate operable com-ponents to ensure operability without damaging effects.

F. Limiting Exposures: Supervise construction operations to assure that no part of the construction, completed or in progress is subject to harmful, dangerous, damaging, or otherwise deleterious exposure during the construction period.

3.5 STARTING AND ADJUSTING

A. Start equipment and operating components to confirm proper operation. Remove mal-functioning units, replace with new units, and retest.

B. Adjust operating components for proper operation without binding. Adjust equipment for proper operation.

C. Test each piece of equipment to verify proper operation. Test and adjust controls and safeties. Replace damaged and malfunctioning controls and equipment.

3.6 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.

B. Comply with manufacturers written instructions for temperature and relative humidity.

3.7 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 equip-ment.

B. Restore permanent facilities used during construction to their specified condition.

C. Remove and replace damaged surfaces that are exposed to view if surfaces cannot be repaired without visible evidence of repair.

SECTION 017700

CLOSEOUT PROCEDURES

PART - GENERAL

1.

1.1 SUMMARY

A. This Section includes administrative and procedural requirements for contract close-out, including, but not limited to, the following:

1. Inspection procedures.

2. Project Record Documents.

3. Warranties.

4. Final cleaning.

1.2 SUBSTANTIAL COMPLETION

A. Preliminary Procedures: Before requesting inspection for determining date of Sub-stantial Completion, complete the following. List items below that are incomplete in request.

1. Prepare a list of items to be completed and corrected (punch list), the value of items on the list, and reasons why the Work is not complete.

2. Advise Contracting Officer (CO) of pending insurance changeover require-ments.

3. Submit specific warranties, workmanship bonds, final certifications, and similar documents.

4. Obtain and submit releases permitting Government unrestricted use of the Work and access to services and utilities. Include occupancy permits, operating cer-tificates, and similar releases.

5. Prepare and submit Project Record Documents, Final Completion construction photographs and photographic negatives, damage or settlement surveys, prop-erty surveys, and similar final record information.

6. Complete startup testing of systems.

7. Complete final cleaning requirements.

8. Touch up and otherwise repair and restore marred exposed finishes to eliminate visual defects.

B. Inspection: Submit a written request for inspection for Substantial Completion. On receipt of request, CO will either proceed with inspection or notify Contractor of un-fulfilled requirements. CO will prepare the Certificate of Substantial Completion after inspection or will notify Contractor of items, either on Contractor's list or additional items identified by CO, that must be completed or corrected before certificate will be issued.

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ONE MILE CAMPGROUND CLOSEOUT PROCEDURES

1. Reinspection: Request reinspection when the Work identified in previous in-spections as incomplete is completed or corrected.

2. Results of completed inspection will form the basis of requirements for Final Completion.

1.3 FINAL COMPLETION

A. Preliminary Procedures: Before requesting final inspection for determining date of Final Completion, complete the following:

1. Submit certified copy of CO’s Substantial Completion inspection list of items to be completed or corrected (punch list), endorsed and dated by CO. The certified copy of the list shall state that each item has been completed or otherwise re-solved for acceptance.

2. Submit evidence of final, continuing insurance coverage complying with insur-ance requirements.

B. Inspection: Submit a written request for final inspection for acceptance. On receipt of request, CO will either proceed with inspection or notify Contractor of unfulfilled re-quirements. CO will prepare a final Certificate for Payment after inspection or will notify Contractor of construction that must be completed or corrected before certifi-cate will be issued.

1. Reinspection: Request reinspection when the Work identified in previous in-spections as incomplete is completed or corrected.

1.4 LIST OF INCOMPLETE ITEMS (PUNCH LIST)

A. Preparation: Submit three copies of list. Include name and identification of each space and area affected by construction operations for incomplete items and items needing correction including, if necessary, areas disturbed by Contractor that are out-side the limits of construction.

1. Organize list of spaces in sequential order, starting with exterior areas first and proceeding from lowest floor to highest floor.

2. Organize items applying to each space by major element, including categories for ceiling, individual walls, floors, equipment, and building systems.

1.5 PROJECT RECORD DOCUMENTS

A. General: Do not use Project Record Documents for construction purposes. Protect Project Record Documents from deterioration and loss. Provide access to Project Re-cord Documents for CO's reference during normal working hours.

B. Record Drawings: Maintain and submit one set of blue- or black-line white prints of Contract Drawings and Shop Drawings.

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1. Mark Record Prints to show the actual installation where installation varies from that shown originally. Require individual or entity who obtained record data, whether individual or entity is Installer, subcontractor, or similar entity, to pre-pare the marked-up Record Prints.

a. Give particular attention to information on concealed elements that cannot be readily identified and recorded later.

b. Record data as soon as possible after obtaining it. Record and check the markup before enclosing concealed installations.

2. Mark record sets with erasable, red-colored pencil. Use other colors to distin-guish between changes for different categories of the Work at the same location.

3. Note Construction Change Directive numbers, Change Order numbers, alternate numbers, and similar identification where applicable.

4. Identify and date each Record Drawing; include the designation "PROJECT RECORD DRAWING" in a prominent location. Organize into manageable sets;

bind each set with durable paper cover sheets. Include identification on cover sheets.

C. Record Specifications: Submit one copy of Project's Specifications, including ad-denda and contract modifications. Mark copy to indicate the actual product installa-tion where installation varies from that indicated in Specifications, addenda, and con-tract modifications.

1. Give particular attention to information on concealed products and installations that cannot be readily identified and recorded later.

2. Mark copy with the proprietary name and model number of products, materials, and equipment furnished, including substitutions and product options selected.

3. Note related Change Orders and Record Drawings, where applicable.

1.6 WARRANTIES

A. Submittal Time: Submit written warranties on request of CO for designated portions of the Work where commencement of warranties other than date of Substantial Com-pletion is indicated.

B. Organize warranty documents into an orderly sequence based on the table of contents of the Project Manual.

1. Bind warranties and bonds in heavy-duty, 3-ring, vinyl-covered, loose-leaf bind-ers, thickness as necessary to accommodate contents, and sized to receive 8-1/2-by-11-inch (115-by-280-mm) paper.

2. Provide heavy paper dividers with plastic-covered tabs for each separate war-ranty. Mark tab to identify the product or installation. Provide a typed descrip-tion of the product or installation, including the name of the product and the name, address, and telephone number of Installer.

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3. Identify each binder on the front and spine with the typed or printed title "WARRANTIES," Project name, and name of Contractor.

C. Provide additional copies of each warranty to include in operation and maintenance manuals.

PART 2 – PRODUCTS

2.

2.1 MATERIALS

A. Cleaning Agents: Use cleaning materials and agents recommended by manufacturer or fabricator of the surface to be cleaned. Do not use cleaning agents that are poten-tially hazardous to health or property or that might damage finished surfaces.

PART 3 – EXECUTION

3.

3.1 FINAL CLEANING

A. General: Provide final cleaning. Conduct cleaning and waste-removal operations to comply with local laws and ordinances and Federal and local environmental and anti-pollution regulations.

B. Cleaning: Employ experienced workers or professional cleaners for final cleaning.

Clean each surface or unit to condition expected in an average commercial building cleaning and maintenance program. Comply with manufacturer's written instructions.

1. Complete the following cleaning operations before requesting inspection for cer-tification of Substantial Completion for entire Project or for a portion of Project:

a. Clean Project site, yard, and grounds, in areas disturbed by construction activities, including landscape development areas, of rubbish, waste mate-rial, litter, and other foreign substances.

b. Remove tools, construction equipment, machinery, and surplus material from Project site.

c. Remove labels that are not permanent.

d. Touch up and otherwise repair and restore marred, exposed finishes and surfaces. Replace finishes and surfaces that cannot be satisfactorily re-paired or restored or that already show evidence of repair or restoration.

1) Do not paint over "UL" and similar labels, including mechanical and electrical nameplates.

e. Leave Project clean and ready for occupancy.

GMUG 017700 - 4

GMUG 017700 - 5

C. Comply with safety standards for cleaning. Do not burn waste materials. Do not bury debris or excess materials on Government property. Do not discharge volatile, harm-ful, or dangerous materials into drainage systems. Remove waste materials from Pro-ject site and dispose of lawfully.

SECTION 026150

REPAIRING PAVED AND GRAVEL SURFACES

PART 1 – GENERAL

1.

1.1 SUMMARY

A. This section applies to repairing and replacing gravel and paved areas disturbed during installation of utilities.

1.2 SUBMITTALS

A. As specified in Section 013300.

1. Submit aggregate source and certified sieve analysis for aggregate base.

2. Submit bituminous concrete pavement information and certification.

1.3 QUALITY ASSURANCE

A. Density testing shall be the responsibility of the Contractor’s independent testing laboratory at the Contractor’s expense. All deficiencies shall be corrected before placing additional material. Perform density test for subgrade, aggregate base material and bituminous concrete material at each pavement patching area.

B. Subgrade and aggregate base course maximum in-place densities shall be determined by AASHTO T99, Method C. In-place densities specified are minimums and may be exceeded.

C. Compact bituminous concrete to 95 percent of the optimum value as determined from the job-mix formula. Perform field sampling and density determinations in accordance with AASHTO T230.

1.4 PROJECT CONDITIONS

A. Apply bituminous materials only during daylight hours, when surface is dry, not frozen and weather is not foggy or rainy. The atmospheric temperature should be above 50˚ F. in the shade.

PART 2 - PRODUCTS

2.

2.1 PITRUN

A. Meet the requirements of CDOT Class 3 Aggregate for Bases 703.03 or approved equal.

GMUG 026150 - 1

ONE MILE CAMPGROUND REPAIRING PAVED AND GRAVEL SURFACES

B. Grading: Meet the grading shown in the table below.

Sieve Size

Percentages by Weight Passing Square Mesh Sieves

No. 200 20 max.

2.2 AGGREGATE BASE

A. Crushed stone, crushed slag, or crushed gravel, natural gravel, or crushed reclaimed concrete or asphalt material free from vegetable matter and lumps of clay.

B. Meet the requirements of CDOT Class 6 Aggregate for Bases 703.03 or approved equal.

C. Conform to the quality requirements of AASHTO M147 except that the requirements for the ratio of minus No. 200 sieve fraction to the minus No. 40 sieve fraction, stated in 2.2.2 of AASHTO M147 shall not apply.

D. The liquid limit shall not exceed 30, and the plasticity index shall not exceed 6.

E. Aggregate Base Grading: As shown in the table below.

Sieve Size

Percentages by Weight Passing Square Mesh Sieves

¾” inch 100 No. 4 30-65 No. 8 25-55

No. 200 3-12

2.3 BITUMINOUS TACK COAT

A. Emulsified asphalt conforming to AASHTO M140 or M 208. CSS-1h with residue penetration test values between 40 and 120.

2.4 BITUMINOUS CONCRETE PAVEMENT

A. Aggregate for Hot Plant Mix Bituminous Pavement meeting the requirements of CDOT 703.04 grading SX or approved equal.

B. Binder: Meet the requirement of CDOT 702.01 (b) for PG 58-28 or approved equal.

PART 3 - EXECUTION

GMUG 026150 - 2

3.1 GENERAL

A. No surfacing shall be started until all excavation and embankments within the designated roadway is complete, including backfill and compaction to the existing grade or required subgrade.

B. In no case shall any surfacing material be placed on a frozen, muddy, or unstable subgrade, or until the subgrade has been checked and approved by the Contracting Officer.

3.2 AGGREGATE (GRAVEL) SURFACING/PATCH

A. Uniformly place aggregate base material over the entire prepared subgrade and compacted to 85 percent of the maximum dry density as determined by AASHTO T- 99, Method C.

B. Uniformly place aggregate surfacing to a minimum depth of four inches in gravel areas disturbed during utility installation.

C. Finish the final surfaces smooth and match the grade, crown, and cross section of adjoining surfaces.

3.3 ASPHALT PATCH

A. Subgrade Preparation: Compact subgrade to a minimum depth of 6 inches to provide a minimum density of 95 percent of the maximum density.

B. Installing Pit Run: Install pit run to a minimum depth of four inches. Compact to a minimum density of 95 percent of the maximum density.

C. Installing Aggregate Base Course: Place aggregate base course material on approved subgrade surface. The minimum compacted thickness of any one layer shall not be less than 3 inches. Apply water as necessary for compaction. The maximum compacted thickness of any one layer shall not exceed 6 inches.

D. Preparing Aggregate Surface: Aggregate base course surface shall be cleaned by hand brooms or other effective means until the surfaces are free of all material that might interfere with the bond between the overlay material and the existing surfaces.

Remove soil buildup along the edges of pavement. Aggregate base course shall be compacted to a minimum density of 95 percent of the maximum density.

E. Application of Bituminous Tack Coat: The bituminous tack coat shall be applied to the entire vertical surfaces of the saw cut existing asphalt pavement. The surface shall be given a uniform application by brush to form a thin, well-coated course. Tack coat shall be applied at a temperature between 70 and 160˚F. Apply tack coat within 24 hours preceding placement of bituminous concrete mixture.

GMUG 026150 - 3

GMUG 026150 - 4

F. Installation of Bituminous Concrete Mixture: Install a minimum of a four inch layer, in two 2-inch lifts of bituminous concrete mixture over the bituminous tack coated aggregate base course. Sufficient bituminous mixture shall be placed and compacted to ensure level or very slightly mounded surface above the existing pavement.

END OF SECTION 026150

GMUG 029330 – 1

ONE MILE CAMPGROUND SEEDING & MULCHING

SECTION 029330

SEEDING & MULCHING

PART 1 - GENERAL

1.

1.1 SUMMARY

A. This work shall consist of preparing seedbeds, furnishing and placing required seed and mulch on all areas disturbed during the trenching with the exception of the trench in the campground road for the control wires.

1.2 SUBMITTALS

A. As specified in Section 013300. Submit seed mix testing for Colorado noxious weeds

B. Submit signed statement by the vendor, certifying that each lot of seed has been tested by a recognized laboratory for seed testing within 6 months of date of delivery. Statement shall include:

1. Name and address of laboratory,

2. Date of test,

3. Lot number for each kind of seed,

4. Results of tests as to name, percentages of purity and of germination, and percentage of weed content for each kind of seed furnished, and, in case of a mixture, the proportions of each kind of seed.

PART 2 - PRODUCTS

2.

2.1 SEED

A. Meet the requirements of Federal Specification-JJJ-S-181.

2.2 SEED MIX

A. Seed mix as indicated below:

Botanical Name Common Name % Mix #/Acre Elymus trachycaulus San Luis Slender

Wheatgrass 80 21.6

Hordeum vulgare Cultivated Barley 15 4.05 Pascopyrum smithii Sodar Western

Wheatgrass 5 1.35

TOTAL 100 27 Pounds/Acre

B. Furnish seed separately or in mixture in standard containers with:

GMUG 029330 – 2

1. Seed name;

2. Lot number;

3. Net weight;

4. Percentages of purity and of germination (in case of legumes, percentage of germination to include hard seed);

5. Percentage of maximum weed seed content clearly marked for each kind of seed.

Legume seed shall be inoculated with approved cultures in accordance with the instructions of the manufacturer.

2.3 MULCH

A. Straw: From grain crops that are free from noxious weeds, mold, or other objectionable material. Straw mulch shall be in an air-dry condition.

PART 3 – EXECUTION

3.

3.1 SEEDING SEASONS

A. The normal seasonal dates for seeding shall be during the period from May 1 to Oct. 30.

Seeding materials shall not be applied if the wind velocity exceeds 5 MPH or when the ground is excessively wet or frozen. Work shall be performed during the specified seeding seasons on all completed and previously untreated sections unless otherwise approved by the CO.

3.2 SOIL PREPARATION

A. The areas to be seeded shall be finished as required by other applicable Sections for all disturbed areas.

B. Level any undulations or irregularities in the surface resulting from tillage or other operations with a float drag. Restore areas that are damaged by erosion or other causes.

C. Till the surface soil to a depth of at least 2 inches by plowing, discing, harrowing or other approved methods.

3.3 APPLICATION METHODS FOR SEED

A. Material shall be placed by the following method:

1. Dry Method. Mechanical seeders, seed drills, landscape seeders, cultipacker seeders, fertilizer spreaders, or other approved mechanical seeding equipment shall be used to apply the seed in the amounts and mixtures specified. Distribute seed evenly over entire area by sowing equal quantity in 2 directions at right angles to each other.

B. Rake seed lightly into top 1/8" of soil.

GMUG 029330 – 3

3.4 APPLICATION MULCH

A. Apply mulch after seeding is completed. Apply uniformly at the rate of 1000#/Acre.

3.5 CARE DURING CONSTRUCTION

A. The contractor shall be responsible for protecting and caring for seeded areas until final acceptance of the work. The contractor shall repair all damage to seeded areas caused by his construction operations without additional compensation.

END OF SECTION-029330

SECTION 260100

GENERAL ELECTRICAL PROVISIONS

PART 1 - GENERAL

1.1 SUMMARY

A. This Section includes basic requirements of a common or administrative nature that pertain to all electrical work.

1.2 WORK INCLUDED

A. Furnish, install, test, and place in satisfactory and successful operation all equipment, materials, devices, and necessary appurtenances to provide a complete and operable electrical system. The work also includes the completion of those details of electrical work not mentioned or shown which are necessary for the successful operation of all electrical systems.

1.3 QUALITY ASSURANCE

A. Workers Qualifications: All electrical work shall be performed by licensed electricians or under the direct supervision of a licensed electrician.

B. Codes and Regulations:

1. All work shall meet requirements of governing codes and regulations, NFPA 70- 2008 (NEC), and NESC.

2. Comply with the State of Colorado requirements for electrical installations.

3. Advise the Contracting Officer of conflicting codes or conflicts between codes drawings, and specifications.

4. When the requirements of specifications or drawings are more stringent than the codes, regulations, or standards, the specifications or drawings shall prevail.

5. The electrical installation shall meet the requirements of NECA Standard of In-stallation, except where otherwise specified.

C. UL Listing:

1. All electrical materials and equipment shall meet requirements of the applicable standards of UL if UL standards exist for such materials and equipment.

2. The UL authorized listing mark is acceptable as evidence that the materials meet this requirement.

3. In lieu of UL authorized listing mark, the Contractor may submit independent proof satisfactory to the Contracting Officer that the materials meet the stan-dards.

4. Materials and equipment shall be installed only for their intended operational purpose.

GMUG 260100 – 1

ONE-MILE CAMPGROUND GENERAL ELECTRICAL PROVISIONS

D. Standard Products: Provide only new electrical equipment of current standard design.

1.4 INTENT OF CONSTRUCTION DRAWINGS

A. Electrical drawings do not attempt to show complete details of construction that affect installation. Diagrams are schematic only and do not necessarily show physical ar-rangement of equipment. Refer to drawings of other trades for additional details which affect work.

B. Conduit, conductor and ground connections are shown diagrammatically only. Layout does not necessarily show total number of conduits or conductors for circuits required and should not be used for obtaining quantities for linear runs of conduits or wires.

Locations of indicated runs are not intended to show actual routing of conduits. Pro-vide additional conduits and wire wherever needed to complete installation of specific equipment furnished.

C. Locations of devices on drawings are approximate and may be distorted for clarity in representation.

D. Changes such as offsetting conduit runs, moving outlets, or other minor changes nec-essary to facilitate installation shall be made at no additional expense to the Govern-ment.

PART 2 – PRODUCTS NOT USED.

2.

PART 3 – EXECUTION

3.

3.1 INSPECTION

A. Demonstrate that electrical work operates satisfactorily and in accordance with the re-quirements of the drawings and specifications. Before final inspection, remove the front covers on all panelboards. Replace covers after the final inspection is completed.

3.2 TESTING

A. General:

1. Make all specified tests in the presence of the Contracting Officer.

2. Furnish all instruments and provide qualified personnel to perform all tests in accordance with the drawings and specifications.

3. Perform all tests at no additional expense to the Government.

4. Operate all electrical equipment within the ranges specified by manufacturer.

5. Correct defects revealed by the tests.

GMUG 260100 – 2

GMUG 260100 – 3

B. Conductors: Prior to energization of circuitry, test installed wires and cables to ensure that insulation resistance levels are adequate, test wires and cables for electrical conti-nuity and for short-circuits.

C. Wiring devices: Ensure proper polarity of connections. Prior to system energization, test wiring devices in accordance with manufacturer's recommendations.

D. Panelboards and Load Centers:

1. Prior to energization of circuitry, check all accessible connections to manufac-turer's torque tightening specifications.

2. Prior to energization of panelboards or load centers, check phase-to-phase and phase-to-ground insulation resistance with ground resistance tester.

GMUG 260150-1

ONE MILE CAMPGROUND TRENCHING, BEDDING AND BACKFILLING

FOR ELECTRICAL UTILITIES

SECTION 260150

TRENCHING, BEDDING AND BACKFILL FOR ELECTRICAL UTILITIES

PART 1 - GENERAL

1.

1.1 SUMMARY

A. The work in this Section includes excavation; dewatering; preparation of the trench bottom; bedding and backfill materials; and disposal of waste material for the installation of electrical utilities and related appurtenances.

1.2 QUALITY ASSURANCE

A. Conduct compaction tests as necessary to monitor the installation procedure and assure the quality of the work.

B. Perform trench work in accordance with OSHA regulations.

1.3 SUBMITTALS

A. As specified in Section 013300. Submit manufacturer’s literature for detectable warning tape.

B. Submit the source of bedding and backfill materials and certified sieve analysis.

1.4 PROJECT CONDITIONS

A. The type, size and location of all known underground utilities have been shown on the drawings; however, no guarantee is made as to the true location of such utilities.

Verify the existence and location of all underground utilities at the project site.

B. Existing Utilities: Do not interrupt utilities serving facilities occupied by the Government or others unless permitted in writing by the Contracting Officer (CO) and then only after arranging to provide temporary utility services according to requirements indicated:

1. Contact…