Storm Water Outfalls Combined Specs.pdf

FA4626-XX-X-XXXX

Repair Drainage and Outfalls

NZAS 11-1014

TABLE OF CONTENTS PAGE 1

SPECIFICATIONS

DIVISION 01 – GENERAL REQUIREMENTS

GENERAL REQUIREMENTS ......................................................................... SECTION 01 00 00

Quality Control Report to Inspector

SECURITY ........................................................................................................ SECTION 01 00 10

ENVIRONMENTAL PROTECTION ............................................................... SECTION 01 36 00

CONSTRUCTION TRAFFIC CONTROL ....................................................... SECTION 01 55 26

DIVISION 03 - CONCRETE

CAST-IN-PLACE CONCRETE ........................................................................ SECTION 03 30 00

DIVISION 05 - METALS

STRUCTURAL STEEL .................................................................................... SECTION 05 12 00

DIVISION 26 - ELECTRICAL

GENERAL PROVISIONS FOR ELECTRICAL WORK ................................. SECTION 26 00 00

GROUNDING ................................................................................................... SECTION 26 06 00

ELECTRICAL IDENTIFICATION .................................................................. SECTION 26 07 50

RACEWAYS ..................................................................................................... SECTION 26 11 00

CONDUCTORS AND CABLES (UNDER 600 VOLTS) ................................ SECTION 26 12 00

OVERHEAD MEDIUM-VOLTAGE DISTRIBUTION ................................... SECTION 26 12 14

PANELBOARDS .............................................................................................. SECTION 26 24 16

EXTERIOR LIGHTING .................................................................................... SECTION 26 52 10

LIGHTING POLES AND STANDARDS......................................................... SECTION 26 58 20

DIVISION 31 – EARTHWORK

GEOSYNTHETICS FOR EARTHWORK ....................................................... SECTION 31 05 19

TABLE OF CONTENTS PAGE 2

TRENCH EXCAVATION ................................................................................ SECTION 31 23 33

RIPRAP.............................................................................................................. SECTION 31 37 00

DIVISION 32 – EXTERIOR IMPROVEMENTS

ASPHALTIC CONCRETE PAVEMENT ......................................................... SECTION 32 10 00

CRUSHED GRAVEL BASE COURSE ............................................................ SECTION 32 11 00

AGGREGATE SURFACE COURSE ............................................................... SECTION 32 15 00

PAVEMENT MARKINGS ............................................................................... SECTION 32 17 23

CHAIN LINK FENCE ....................................................................................... SECTION 32 31 13

SEEDING .......................................................................................................... SECTION 32 92 19

DIVISION 33 - UTILITIES

TRENCHLESS UTILITY INSTALLATION ................................................... SECTION 33 05 23

UTILITY HORIZONTAL DIRECTIONAL DRILLING ............................ SECTION 33 05 23.13

STORM DRAIN UTILITIES ............................................................................ SECTION 33 40 00

CURED IN PLACE PIPE LINING ................................................................... SECTION 33 40 01

DIVISION 34 – TRANSPORTATION

GUARDRAIL .................................................................................................... SECTION 34 71 13

DIVISION 35 – WATERWAY AND MARINE CONSTRUCTION

SLIDE GATE AND ACTUATORS ............................................................. SECTION 35 20 16.54

ATTACHMENT 1

PRE-CONSTRUCTION ASBESTOS AND LBP INSPECTION DATED (6/21/2022)

END OF TABLE OF CONTENTS

GENERAL REQUIREMENTS 01 00 00 - 1

SECTION 01 00 00 - GENERAL REQUIREMENTS

PART 1 - GENERAL

1.1 SUMMARY OF WORK

A. Project titled: “Repair Drainage and Outfalls No. 1043872.” This project consists of replacement and repair of storm drainage related facilities at stormwater outfalls number 1, 2, 3, 4, and 6. Items of work include remove and replace 194

LF 60” culverts, 89 LF 30” culverts, and 42 LF 42” culverts, bore and jack 83 LF

36” culvert, open cut 37 LF 36” RCP culvert, open cut 45 LF 30” RCP culvert, remove and replace a concrete flow control structure, remove and replace concrete headwalls, install steel access platforms, install miscellaneous concrete structures, install 3 EA 60” sluice gates, remove and replace 9 motorized sluice gate actuators and controls, install riprap bank protection, install outside area lighting, extend buried power to outfall 4, and directional drill power circuit under a roadway. Associated tasks required to complete the work include complying with wetlands protection requirements, traffic control, pavement removal and replacement, exploratory excavation, utility crossings, and site restoration. These improvements are located on Malmstrom Air Force Base, Montana.

1.2 UTILITIES

A. All reasonable quantities of utilities will be made available from existing utilities to the Contractor without charge. Any temporary connection or lines that may be required will be installed, maintained, and removed by the Contractor at his own expense and in such a manner satisfactory to the Contracting Officer. Removal of such connections or lines will be accomplished prior to final acceptance of the construction. The Contractor shall provide any necessary portable power.

1.3 SAFETY

A. The Contractor shall comply with all existing Occupational Safety and Health Act

(OSHA) standards of safety at all times in the performance of this contract.

Hazards to the safe use of the premises due to the Contractor’s work and/or equipment shall be suitably marked at all times. Pedestrian and vehicle traffic ways shall be kept clear and unobstructed.

PART 2 - PRODUCTS

Not applicable.

PART 3 - EXECUTION

3.1 INSPECTION

A. There will be one primary Contracting Officer’s Representative assigned to inspect for compliance. An alternate Contracting Officer’s Representative will

GENERAL REQUIREMENTS 01 00 00 - 2

also be assigned and will perform all inspection duties in the absence of the primary Contracting Officer’s Representative. The Contracting Officer’s

Representative will be the spokesman for compliance with the specifications and drawings. Controversies between the Contracting Officer’s Representative and the Contractor will be resolved by the Contracting Officer. If, for some reason, a change in the primary or alternate Contracting Officer’s Representative is required, the Contractor will be notified. The Contractor shall coordinate

Contractor activities with the Contracting Officer’s Representative.

3.2 CONTRACTOR VEHICLES AND EQUIPMENT

A. The Contractor shall provide all vehicles and equipment necessary to accomplish the contract work. Power equipment shall be equipped with safety and noise limiting devices. The equipment shall be in a safe and efficient operating condition. The Contractor shall not park vehicles in the project area during non-working hours. A designated parking area for vehicles and equipment will be provided. Vehicles will not be allowed on lawns or sidewalks without prior written approval. All equipment will be clearly marked with the Company name.

B. Truckload Limits: The following load limits shall apply to all contractor-operated equipment on this project:

April 1 to June 1 -- 350 #/inch width of tire

All Other Times -- 400 #/inch width of tire

3.3 CONTINUED USE OF FACILITIES

A. Building, structures, facilities, and utilities will continue in use by the

Government during this contract. The Contractor shall notify the Contracting

Officer’s Representative (Construction Inspector and/or Contract Specialist) when a no-work condition will occur for more than one day by the Contractor or sub-contractors (except weekends and federal holidays).

3.4 MAINTENANCE OF AIR FORCE OPERATIONS

A. It is required and essential that the primary use of the facilities continue uninterrupted throughout the contract period. Work, once commenced, shall be carried to completion with a minimum of interruption to Government operations.

3.5 AS-BUILT FIELD DATA

A. General: The Contractor shall keep at the construction site a complete set of full size prints of the contract drawings, reproduced at Contractor expense. During construction, these prints shall be marked to show all deviations in actual construction from the contract drawings. The color red shall be used to indicate all additions and green to indicate all deletions. The drawings shall show the following information but not be limited thereto:

GENERAL REQUIREMENTS 01 00 00 - 3

1. The locations and descriptions of any utility line and other installations of any kind or description known to exist within the construction area. The location includes dimensions to permanent features, and depth.

2. The locations and dimension of any changes within the building or structure, and the accurate location and dimension of all underground utilities and facilities.

3. Correct grade or alignment of roads, structures, and utilities if any changes were made from contract plans.

4. Correct elevations if changes were made in site grading from the contract plans.

5. Changes in details design or additional information obtained from working drawings specified to be prepared and/or furnished by the Contractor including, but not limited to, fabrication, erection, installation, and placing details, pipe size, pipe material, insulation material, dimensions of equipment foundations, etc.

6. The topography and grades of all drainage installed or affected as part of the project construction.

7. All changes or modifications from the original design and from the final inspection.

8. Where contract drawings or specifications allow options, only the option actually used in the construction shall be shown on the as-built drawings.

The option not used shall be deleted.

9. These deviations shall be shown in the same general detail utilized in the contract drawings. Marking of the prints shall be pursued continuously during construction to keep them up-to-date. In addition, the Contractor shall maintain full size mark-up drawings, survey notes, sketches, nameplate data, pricing information, description, and serial numbers of all installed equipment. This information shall be maintained in a current condition at all times until completion of the work. The resulting field-marked prints and data shall be referred to and marked as “As-Built Field

Data,” and shall be used for no other purpose. They shall be made available for inspection by the Contracting Officer’s representative whenever requested during construction and shall be jointly inspected for accuracy and completeness by the Contracting Officer’s representative and a responsible representative of the Contractor prior to submission of each pay estimate. If the As-Built Field Data is not accurate and complete, a percentage of the pay request will be withheld from the payment and any

GENERAL REQUIREMENTS 01 00 00 - 4

future payments until the As-Built Field Data is up to date, complete and accurate. The Contracting Officer will determine the percentage to be retained.

B. Submittal of the As-Built Field Data: The As-Built Field Data shall reflect the exact installation performed and two copies shall be submitted to the Contracting

Officer for review and approval a minimum of three calendar days prior to the date of final inspection. If review of the preliminary as-built drawings reveals errors and/or omissions, the drawings will be returned to the Contractor for corrections. The Contractor shall make all corrections and return the drawings to the Contracting Officer within 10 calendar days of receipt. The “Red LINE” drawings shall be reviewed at the final inspection for completeness. Once As-

Built Field Data have been reviewed and approved one copy will be returned to the contractor with and electronic copy of contract drawings. The electronic contract drawings will be updated with the field data by the contractor and submitted to the Contracting Officer.

C. Preparation--As-Built Contract Drawing, Non AutoCAD Original Record

Tracing:

1. Approved preliminary as-built drawings will be returned to the Contractor along with one set of the contract drawing original record tracings. These drawings are part of the permanent records of this project and the

Contractor will be held responsible for their protection and safety until they are returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced in like medium, quality and size as the originals at the Contractor’s expense. The drafting work shall be performed by certified Engineering Technicians and/or individuals with a minimum of five years drafting experience. The name and qualifications of these individuals shall be submitted in writing to the

Contracting Officer for approval.

2. Drafting of the data onto the original contract drawing shall be done in a quality equal to that of the originals. Linework, lineweights, and lettering, and use of symbols shall be the same as the original line work, line weights, and lettering, and symbols. All revisions shall be noted in revision block with revision symbol in chronological sequence. This symbol shall also be placed on drawing where revision was made. Plastic drafting leads or ink shall be used. Graphite leads shall only be used where used on the original drawings. If additional drawings are required, they shall be prepared on the same medium and of equal size and quality as the original record tracings. Sufficient blank sheets for this purpose will be furnished by the government at no cost to the Contractor upon request. When final revisions have been completed, each drawing shall be lettered or stamped with the words “As-Built” in block letters at least 3/8

GENERAL REQUIREMENTS 01 00 00 - 5

inch high placed above the title block of space permits, or if not, below the title block between the border and the trim line. The date of completion and the words “REVISED AS-BUILT” shall be placed in the revision block above the latest revision notation. Markings on the reverse side of the drawings will not be permitted. The submittal shall include the approved “Red Line” drawings and the revised original record drawings as stated above.

D. Preparation--As-Built Contract Drawings, AutoCAD Original Record Tracing:

1. Approved preliminary as-built drawings will be returned to the Contractor along with AutoCAD CD (Release 2014) of the original drawings. All work on the CD will be accomplished by a Certified Engineering

Technician and/or individuals with a minimum of five years drafting experience, at least three of which must be using AutoCAD. The name of the individual shall be submitted in writing to the Contracting Officer.

2. Modifications to the CD shall be accomplished on the appropriate layer showing the work being changed. All revisions shall be done in the same format as the original drawing. On each sheet the words “AS BUILT” in block letters will be added to the discs. The size of the letters will be at least 3/8 inch high and be placed either above the title block or to the left of the title block. Fill in the revisions block with “REVISED AS-BUILT”, date and initials. The submittal shall include the revised AutoCAD CD, the approved “Red Line” drawings and a full size plot of the drawings from the revised CD.

E. Preparation--As-Built Contract Drawing, Both AutoCAD and Non AutoCAD

Original Record Drawings:

1. Approved preliminary as-built drawings will be returned to the Contractor.

These drawings are part of the permanent records of this project and the

Contractor will be held responsible for their protection and safety until they are returned to the Contracting Officer. Any drawings damaged or lost by the Contractor shall be satisfactorily replaced in like medium, quality and size as the originals at the Contractor’s expense. The drafting work shall be done by a certified Engineering Technician and/or other individual drafting experienced and on AutoCAD.

2. For Non AutoCAD drawings, drafting onto the contract drawing original mylar record tracings shall be done in a quality equal to that of the originals. Linework, lineweights, lettering and use of symbols shall be the same as the original. All revisions shall be noted in the revision block with revision symbol in chronological sequence. This symbol shall also be placed on drawing where revision was made. Plastic drafting leads or

GENERAL REQUIREMENTS 01 00 00 - 6

ink shall be used. Graphite leads shall only be used where used on the original drawings. Additional drawings, if required shall be the same format, size and quality as provided on the AutoCAD CD. The additional drawings will be added to the CD provided.

3. For AutoCAD drawings, modifications to the CD shall be accomplished on the appropriate layer showing the work being changed. All revisions shall be done in the same format as the original drawing.

4. When the final revisions have been completed, each drawing shall be lettered or stamped, for original record tracings and lettering added to the

CD with the words “AS-BUILT” in block letters at least 3/8 inch high.

The lettering shall be place either above the title block or to the left of the title block. The words “REVISED AS-BUILT” shall be placed in the revision block along with the date of completion and the initials of the reviser. The submittal shall include the approved “Red line” drawings, the revised original record tracings, the revised AutoCAD CD and a print of the drawings from the revised CD.

F. The final as-built submittal shall be completed and returned together with the approved preliminary as-built drawings to the Contracting Officer within 30 calendar days of the final inspection. The Contracting Officer will review all final as-built record drawings for accuracy and conformance to the drafting standards and other requirements contained herein. The submittal shall be returned to the

Contractor if corrections are necessary. The Contractor shall make all corrections and shall return the submittal to the Contracting Officer within seven calendar days of receipt.

1. All costs incurred by the Contractor in the preparation and furnishing of as-builts shall be included in the contract price and no separate payment will be made for this work. Approval and acceptance of the final as-built record drawings shall be accomplished before final payment is made to the

Contractor.

2. In addition to the above requirements, one set of marked-up as-built blueprints shall be furnished to the Contracting Officer at the time of system acceptance testing. These as-built blueline prints shall be in addition to the requirements stated for the submission of the Operation and

Maintenance Manuals.

3.6 CONCEALED WORK

A. All items of work to be concealed shall be Government inspected prior to concealment.

GENERAL REQUIREMENTS 01 00 00 - 7

3.7 OPERATING AND MAINTENANCE INSTRUCTIONS

A. One complete set of instructions, in post-form binders, containing the manufacturer’s operating and maintenance instructions for all equipment shall be furnished to the Contracting Officer. In addition, (2) CD-ROM discs containing the same information as the hard copy shall be provided. Where information or instructions are included for more than one model, the Contractor shall clearly mark the model actually installed on the job. The manuals shall be sectionalized using dividers with labeled tabs identifying the product/item behind the dividers.

One complete set shall be furnished at the time test procedures are submitted, and the remaining sets shall be furnished before the contract is completed. Furnishing operating and maintenance instructions does not relieve the Contractor of the responsibility of furnishing framed instructions and schematics where specified.

Each binder shall be indelibly marked on the exterior front and edge with the project name, project number, contract number, name of contractor and the date.

3.8 CONTRACTOR FURNISHED EQUIPMENT DATA

A. Ten days prior to final inspection and acceptance of work, the Contractor shall submit the following data:

1. Equipment List: An itemized equipment list showing unit retail value and nameplate data including serial number, model number, size, manufacturer, etc., for all Contractor furnished electrical and mechanical equipment installed under this contract. A sample form showing minimum data required is provided at the end of this section.

2. Guarantees: Provide a list of all equipment items which are specified to be guaranteed, accomplished by a copy of each specified guarantee therefore. For each specific guaranteed item on the list shall include the name, address, and telephone numbers of the subcontractor who installed the item, the supplier, or distributor and the manufacturer. The completion data of the guarantee period shall correspond to the applicable specification requirements for each guarantee item.

3.9 RESERVED

3.10 SHOP DRAWINGS:

A. Shop drawings will include specially prepared technical data for this project and will consist of drawings, diagrams, performance curves, schedules, calculations, measurements, and will expand the general application to this specific project.

Shop drawings show complete and accurate descriptions of specific equipment or

GENERAL REQUIREMENTS 01 00 00 - 8

systems to be installed. This will include detailed drawings showing routings, material types, installation and anchoring methods, component sizes, mounting methods, spacing, interface with existing systems, wiring and electrical systems, and all other details associated with the installation.

3.11 START OF WORK NOTIFICATION

A. The Contractor shall notify the Construction Management (CM) Office and the

Contracting Officer 5 working days in advance of the start of all work. This shall include, but is not limited to, notifying CM when the initial work shall begin;

notifying CM when work shall resume after a work stoppage of more than five work days; notifying CM when work shall begin following the end of all specified exclusion periods. The Contractor shall be aware that the Notice to Proceed is not sufficient notification to the CM when initial work will begin.

3.12 NOTICE OF PRE-FINAL AND FINAL INSPECTIONS

A. The Contractor shall, after notifying the Contracting Officer’s Representative 14 days prior, schedule a date with the Contracting Officer for a pre-final inspection.

After all discrepancies found during the pre-final inspections have been corrected, the Contractor shall schedule a final inspection with the Contracting Officer 14 days prior to his projected completion of the project. The red line “As-Built” drawings shall be provided by the Contractor at the final inspection.

3.13 CONSTRUCTION NEAR UTILITY SYSTEMS

A. All contractors shall be responsible for processing their own Work Clearance

Request (AF Form 103) and coordinating with Government Contracting

Officer’s Representative as required. The contractor is responsible for obtaining all coordination signatures for the permit. The approved permit shall be valid for a period not to exceed 90 calendar days. To the maximum extent possible, eliminate permanent markings on pavement and curbs. The contractor shall be responsible for maintaining all utility markings. Location marks shall be removed after 14 calendar days if not used. All markings shall be accomplished with water-based chalk (Aervoe Pacific Inc. 1-800-227-0196 or equal). No paints will be used. Detailed permit procedures and guidelines shall be provided to the contractor during the Pre-performance Conference. Digging within three feet of buried communications cables, environmental monitoring wells, electrical cables, irrigation systems, and gas lines shall be performed by hand digging until the utility is exposed. The Contracting Officer’s Representative shall be notified three days prior to digging within a three-foot area near this utility. A representative from the Communications Office must be present during excavation of Communications Cables. The cable routes must be marked prior to excavation in the area. The Contractor shall be held responsible for any damage to a marked or identified utility by excavation procedures. Once the utility is

GENERAL REQUIREMENTS 01 00 00 - 9

exposed, mechanical excavation may be used if there is no chance of damage occurring to the cable or piping system. The contractor is responsible for marking all excavations he will do, five (5) work days prior to needing existing utilities marked by the government.

B. Reburial of Exposed Utilities: If the cover over direct bury communication utilities is reduced to a depth of less than 36-inches, the utility shall be lowered to a depth of at least 36-inches. Cover over concrete duct bank communication lines shall be maintained at 48-inches minimum depth. If the cover over existing gas utilities is reduced to less than 42-inches, the utility shall be lowered to a depth of at least 42-inches. If the cover over existing electrical utilities is reduced to less than 30-inches, the utility shall be lowered to a depth of at least 30-inches. When existing utility lines are reburied, a tape, detectable by pipe detector systems, shall be installed above the uncovered length of the utility at a depth of 12 inches below grade. Tape shall be a minimum five mil plastic tape with metallic tracer, minimum six inches wide, lettering on tape continuously marked “BURIED

UTILITY”, and brightly colored. If tape marked “BURIED UTILITY” is not readily available, special order tape with the correct lettering shall be acquired by the contractor.

C. Access to Communications Manhole or Handhole: No communications manhole or handhole shall be entered without first obtaining a fiber optic cable briefing.

Coordinate through Construction Management with the Base Communications

Officer.

D. All repairs due to cable cuts on communications cables shall be the responsibility of the Contractor. Repair actions must be accomplished by the current communications contractor and paid for and coordinated under this contract at no additional cost to the Government if the contractor is deemed to be at fault by the

Contracting Officer. Work to restore lost service must begin within one hour after the cut and must continue unceasingly until the job is completed, tested, and accepted. Work will be inspected by Communications Squadron and personnel.

E. All utilities or anticipated underground obstacle crossings must be located by manual and other non-destructive excavation (hydro-vac) prior to mechanical excavation. All non-destructive excavation shall be considered incidental to project completion.

3.14 UTILITY OUTAGES

A. All utilities programmed to be interrupted during construction shall be scheduled at least 14 working days in advance of the outage and at a time convenient for the government. The “Utility Outage Notice” will be completed by the Contractor and submitted to Construction Management for approval. No interruptions shall be made until the outage notice is approved and returned to the Contractor.

GENERAL REQUIREMENTS 01 00 00 - 10

Notification forms that are to be filled out by the contractor, will be provided at the pre-construction conference. Utilities will include all overhead and underground utilities and road closures or partial closures.

3.15 SUBMITTALS

A. Contractor shall submit three copies of all submittals, to be recorded on AF Form

66. Submittal items, including samples, shall be marked with a number corresponding to the item number on the AF Form 66, and the page and paragraph number of the specification requiring the submittal. Contractor shall hi-lite specifics when submitting catalogs, etc. It is the responsibility of the contractor to complete column 13, “Required Submission Date”, in the submittal form and insert dates for each submittal item not already designated by the Government as having a mandatory due date. The contractor shall schedule and submit all required items for major systems (such as HVAC, etc) at the same time to enhance review of interrelated components. It is the Contractor’s responsibility to ensure the dates provided on the form do not create any delays in construction.

Provide the completed form to the Contracting Officer at or prior to the Pre-

Construction meeting. The completed form will then be used by the Government for tracking submittal progress. If the contractor is proposing to use an exact brand name or product identified, a submittal for that item is not required.

In lieu of a submittal, the contractor shall submit a letter to the Contracting

Officer outlining each item that will be provided exactly as specified. These items will also be annotated as such on the AF Form 66. Even though a specified product is provided, in some circumstances a submittal may still be required for color selection, etc. If a recycle initiative product is specified and the contractor wishes to provide a substitute product, the Contractor shall request the substitution as indicated in paragraph 3.28 of this Section.

3.16 CONTRACTOR STORAGE AREA AND WORK SITE

A. Prior to notice to proceed, Contractor will be provided a storage area on the base within three miles of the project site or as designated on the site plan. All contractor equipment and materials shall be stored in this area except for materials that will be used on the job within a 48 hour period. Contractor is responsible for the security of assigned storage area (3,000 S.F., more or less). Temporary storage buildings (excluding tractor trailers) sited in the storage area shall conform to the base color scheme (Antique Linen, Fed. No. 23578). Architectural and structural features of all temporary facilities (including tractor trailers) shall be maintained in good repair as required by the Contracting Officer. Storage areas shall be enclosed by 6’ chain link fence with access gates. Spare keys to any locked gates shall be provided to the base fire department dispatch office.

Storage areas and job sites shall be clean, orderly, and free of debris, demolished/excess materials, etc. Job sites will be cleaned daily and refuse and debris removed from the site. Fences will be maintained. Grass and weeds shall be cut weekly at the storage area and work site. All landscaping, trees and shrubs

GENERAL REQUIREMENTS 01 00 00 - 11

will be protected, irrigated and maintained. If irrigation system to an existing area is interrupted due to construction activities, the Contractor shall provide a means of temporary irrigation until the permanent system is operational. If at any time during the life of the contract, the Contracting Officer determines that base standards are not being met, he/she may direct the Contractor to perform such actions as necessary to bring the area and/or facilities up to base standards at no additional cost to the Government. If the contractor fails to bring the area and/or facilities up to standards, the Contracting Officer may direct the Contractor to remove themselves and/or the facility/storage unit or materials from the base at no cost to the Government.

3.17 REPAIR OF ROAD CUTS

A. Asphaltic surface shall be completely in-place within 48 hours after placement of base gravel. Between placement of base gravel and pavement, road shall be kept in drivable and passable condition.

3.18 QUALITY CONTROL

A. General. THE CONTRACTOR IS RESPONSIBLE FOR QUALITY CONTROL

WHICH IS CONSIDERED BY THE GOVERNMENT TO BE A MAJOR

INSPECTABLE ITEM OF THIS CONTRACT. In addition to CONTRACT

CLAUSE, INSPECTION OF CONSTRUCTION, the Contractor shall comply with the Quality Control Provisions as specified herein. The Contractor shall perform all Quality Control inspection and/or testing required by this contract unless specifically designated to be performed by the Government. The Quality

Control system must consist of personnel, plans, procedures, and organization necessary to provide materials, equipment, workmanship, fabrication, construction, and operations which comply with contract requirements. The system shall cover construction operations, including fabrication both on-site and off-site, and shall be keyed to the proposed construction sequence. If the

Contractor fails to submit an acceptable Quality Control Plan within the time herein prescribed, the Contracting Officer will refuse to allow construction to start.

B. Quality Control Plan: General: Prior to the start of construction, the Contractor’s

Quality Control Plan must be acceptable to the Government. Construction will be permitted to begin only after acceptance of the contractor’s Quality Control Plan.

The Contractor’s Quality Plan shall identify the personnel, procedures, instructions, records, forms, and as a minimum, shall include the following:

1. A description of the Quality Control management organization including an organizational chart.

GENERAL REQUIREMENTS 01 00 00 - 12

2. The number, classifications, qualifications, duties, responsibilities, and authorities of personnel: A copy of a letter, signed by an authorized official of the firm, which describes the responsibilities and delegates the authorities of the Quality Control manager shall be furnished. The Quality

Control manager must have a minimum of five years of documented experience in the primary areas of construction included in this contract.

Include qualifications in the submitted plan for Government approval.

This contract does require a full time Quality Control Manager. The individual assigned may have other duties within the contractor’s organization but must commit, as a minimum, an average of two hours per day towards fulfilling the QC requirements of this section. Hours dedicated to this function will be annotated on the submitted QC records.

a) The Contractor’s Quality Control activities to be performed, include those of subcontractors, off-site fabricators, and suppliers.

A job specific detailed work item list for inspection purposes will be developed by the contractor. The list will be broken into sections identical to the contract specifications and will contain all inspection actions necessary to ensure full compliance with the contract. A sample from a simplified and generic project is included as Attachment 1 to indicate the level of detail expected in this checklist.

b) Quality Control testing procedures including corrective actions to be taken where non-compliance is noted by the Quality Control

Manager.

c) Documentation format for Contractor’s Quality Control activities and testing. The attached form is to be used for documenting daily inspections, corrective actions, etc.

d) Procedures for ensuring As-Builts are accurate and updated daily.

e) Safety program that ensures complete compliance with OSHA and the U.S. Army Corps of Engineers manual EM 385-1-1, Safety

Health Requirements Manual. Any non-compliance issues are the responsibility of the Contractor and not the Government.

f) Methods to ensure scheduled appointments are met and documentation to verify arrival and departure times at the work site.

g) A listing of all required electrical testing and operational tests.

GENERAL REQUIREMENTS 01 00 00 - 13

C. Acceptance: The Quality Control Plan will be reviewed and approved, if acceptable, by the Contracting Officer. The Contractor shall make such changes and additions necessary for clarity and completeness as requested by the

Contracting Officer. Acceptance is conditional and the Government reserves the right to require the Contractor to make changes in the Quality Control Plan, personnel, and operations to correct deficiencies found by the Government during performance of work. No change shall be implemented prior to acceptance in writing by the Contracting Officer. Non-compliance with the Quality Control

Plan will result in one or more of the following actions at the Government’s discretion:

1. Directed removal and replacement of the QC Manager.

2. Cure notices and other applicable contracting actions up to and including possible contract termination for default.

3. Other contractual actions deemed appropriate by the Contracting Officer.

D. Quality Control Records: The Quality Control Records shall contain a record of daily inspections for all work accomplished. Specific items of work checked each day will be annotated. All work-in-place must be certified as complying with the contract plans and specifications. Non-compliance items must be clearly noted.

Corrective actions must be outlined and detailed for non-compliance items. The

Contractor shall maintain daily records, which will be on-the-job site and available for review by the Contracting Officer or his technical representative.

Daily reports will be signed by the designated Quality Control Manager and will indicate hours spent on Quality Control that day. A copy of the QC daily reports shall be given to Construction Management by noon on the following day.

E. Submittals: The contractor will submit three copies of the proposed Quality

Control Plan for acceptance not more than 10 days after Award. No work will start until acceptance is made by the Contracting Officer. No exceptions will be provided to this requirement.

3.19 CONTRACT PROGRESS SCHEDULE AND REPORT

A. Contractor shall complete Project Schedule Form 3064 using bi-monthly intervals, starting at the Notice to Proceed until Final Acceptance. The project schedule is required to be delivered to the Contracting Officer for review and approval prior to the start of work. Work may not commence until the project schedule is approved unless the Contracting Officer waives the requirement.

B. Contractor shall complete Progress Report Form 3065 and submit to the

Contracting Officer every two weeks, starting at the Notice to Proceed until Final

GENERAL REQUIREMENTS 01 00 00 - 14

Acceptance. The Progress Report shall mirror the intervals approved on the

Project Schedule.

3.20 1354 CHECKLIST

A. Contractor shall complete the Property Inventory checklist and submit it to the

Contracting Officer 10 days prior to final inspection. Prior to completing the

Form 1354 checklist, the Contractor shall request assistance from the Resource

Management Flight. The checklist will be delivered to the Contractor at the

Preconstruction conference.

3.21 WORK SCHEDULE

A. Working hours for the Contractor will normally be between the hours of 7:45 a.m.

and 4:15 p.m. excluding Saturdays, Sundays, and Federal Holidays. With prior government approval, the Contractor may work 4-10 hour days per week, Monday through Thursday or Tuesday through Friday. If the Contractor desires to work during periods other than above, additional government inspection forces may be required. The Contractor must notify the Contracting Officer three days in advance of his/her intention to work during other periods to allow assignment of additional inspection forces when the Contracting Officer determines that they are reasonably available. If such force is reasonably available, the Contracting

Officer may authorize the Contractor to perform work during periods other than normal duty hours/days.

B. Weekly construction meetings will be held throughout the duration of the project at a time and place specified in the Pre-construction Conference.

3.22 NUCLEAR DENSOMETERS

A. The use of nuclear densometers or other devices containing radioactive elements on Malmstrom AFB is controlled for safety and management purposes. The contractor must have proof of a Nuclear Regulatory Committee (NRC) permit for its use. The Contractor must also keep all radioactive equipment locked up when not in use and remove it from the base at completion of the work day. All projects requiring use of radioactive devices will be required to submit, for approval 30 days prior to use, the following information for review by the Base

Radiation Safety Officer in (341 MDOS/SGOAB, Fax 406 731-2469):

1. Brief description of proposes activity.

2. Copy of current NRC or Agreement State License with NRC form 241

3. Name, address, phone number of responsible local representative and

Radiation Safety officer (RSO) named on their license.

GENERAL REQUIREMENTS 01 00 00 - 15

4. Copy of part of the Air Force Contract describing work to be done and inclusive dates of the work.

5. An acknowledgement that the installation RSO can make periodic checks on use of the equipment.

3.23 REFERENCES

A. All references listed in these specifications are intended to be the current version or edition.

3.24 ENERGY EFFICIENT PRODUCTS

A. All equipment supplied under this contract that requires energy usage shall be

ENERGY STAR compliant.

END OF SECTION 01 00 00

SECURITY 01 00 10 - 1

SECTION 01 00 10 - SECURITY

PART 1 - GENERAL

1.1 IDENTIFICATION OF EMPLOYEES

A. The Contractor shall furnish an Entry Authority List (EAL) of employees needing access on base to the Base Contracting Officer. Employees without a badge and identification in their possession will be denied access to the base and work areas.

All security issues will be discussed during the preconstruction conference. Note that it may take up to 14 calendar days after submitting EAL to be cleared to receive badge.

1.2 FORCE PROTECTION

A. Contractor personnel are required to abide by all real world Force Protection

Condition (FPCON) measures, random anti-terrorism measures (RAMs), shelter-in-place orders, evacuations and lock-down notices as directed. Examples include mandatory badge or ID checks, facility single points-of-entry and searches of hand carried items.

1.3 ANTI-TERROISM (AT) AWARENESS TRAINING

In accordance with DoDI O-2000.16v1_AFI 10-245-O, Antiterrorism (AT)

Program Implementation, ensure Level I - AT Awareness Training is completed by all personnel within 30 days of requiring access, and annually thereafter. The training will be provided by the government. The objective of the training is to provide personnel with requisite knowledge necessary to remain vigilant and enable employment of AT tactics, techniques, and procedures. This training will be conducted by 341st Contracting Squadron, by providing a written pamphlet for review.

PART 2 - PRODUCTS

(Not Applicable)

PART 3 - EXECUTION

3.1 CONDUCT OF WORK

A. Coordination and Access to Site: Coordination with using agencies shall be made through the Contracting Officer or designated representative to assist the Contractor in completing the work with a minimum of interference and inconvenience.

SECURITY 01 00 10 - 2

B. General Area Requirements: Security requirements and procedures shall be coordinated with the 34l Security Forces Squadron, Operations Section (extension 731-1288 / 1385), Malmstrom AFB. IAW 18 United States Code § 795, it is expressly prohibited to capture any photograph, video, sketch, picture, drawing, map, or graphical representation of any

DoD resources, facilities, or personnel conducting official business without obtaining explicit permission from the installation commander. Activities of the Contractor and the

Contractor's employees and subcontractors and their employees while on the base, will be in accordance with base regulations, including those of the Fire Marshall, as well as security directives. This includes, but is not limited to, giving way to all emergency vehicles that are in a response mode. All personnel performing duties as an escort official(s) for contractors within a restricted area are briefed thoroughly on control methods and actions to take to enforce control. Contractors will be briefed on security procedures and their responsibilities prior to the start of a contract. Contractor personnel are required to abide by all real world FPCON measures, RAMs (Random Anti-Terrorism Measures) shelter-in-place, evacuations, lock-down notices as directed, search of personnel and items, and ID checks. Contractors will be notified as necessary, to changes in security procedures.

1. Identification Credentials: All Contractor personnel, except those not under the Contractor's direct control, such as material deliveries, will be required to process in and obtain an Application for Civilian Identification Card (Air

Force Form 355 or AF Form 1172) from the Malmstrom AFB Contracting

Office in Building 145. After completion of the AF Form 355 or AF Form

1172, proceed to the Visitor Control Center in Bldg 192, open 0730-1630, to obtain identification badge. In addition, all private vehicles requiring access to the base will be required to display a vehicle sticker (AF Form 75) which may also be obtained in Bldg 192 after presentation of vehicle registration and certification of vehicle insurance coverage. The Contractor shall notify the 341 Security Forces Squadron, Operations Section, through the Contracting Officer, of any lost badges within 48 hours after the loss, by name, address, social security number, and badge number. Employees who have terminated employment or who have been dismissed must surrender their AF Form 75 Visitor/Vehicle Pass and Identicard 2000

Contractor ID Card to the Visitors Control Center through the Contracting

Officer. Employees without a badge in their possession will be denied access to the base and work areas and may be subject to detainment until proper identification is made. The badge shall not be worn or displayed off the military base.

2. Commercial or company vehicles will be allowed access to the base provided company emblems are permanently attached to the sides of the vehicles. Magnetic signs are not acceptable. Personnel still require a badge or pass as identified in paragraph 1.

C. C. Restricted Area Requirements:

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1. Within the restricted area(s) no photography authorized in certain areas, personnel will be monitored when performing work in certain locations, contractor will enter through certain facility entrances.

2. Scheduling of Work: The Contractor shall submit to the 341 Security

Forces Squadron, Operation Section, through the Contracting Officer a work plan delineating work areas, work crews, and the size of each crew.

The work areas will be definitive showing their relationship to roadways, adjacent structures, and the restricted area. The approved work plan shall be kept current. Construction shall be scheduled to proceed in a logical construction sequence and sufficient approved materials shall be on hand to complete entire segments of work as scheduled.

3. Escorts: Planning shall stress the need for a minimum number of escorts by localizing each segment of work. One Air Force escort shall accompany each work activity of six people or less, depending upon the task to be performed. The escorts will normally be available from 7:30 a.m. to 4 p.m., Monday through Friday. At the preconstruction conference, the Contractor shall be prepared to discuss the number of escorts they will require, and any work schedule change(s) proposals. When the work requires Contractor personnel to exit and reenter the area several times daily, they will be escorted between the work area and the Entry Control Point. Therefore, these activities shall be kept to a minimum.

4. Free Zone: No “Free Zone” will be established without a written request and the approval by the Installation Commander in concert with the Base

Security Council. Free Zone Plans must be coordinated HQ AFSPC/SFO no later than 60 days before work starts. It must include an area map depicting the proposed free zone. Contractors must be under escort at all times while in the area.

5. Work Area Restrictions during Air Force Inspections, Exercises, and

Investigations: Contractor personnel may be required to leave the area or stop working and relocate within the area during Air Force inspections and exercises. For certain Air Force actions, the Contractor will be prohibited from entering specified areas. If personnel are already in the restricted area, they may be allowed to relocate or may be required to exit the area entirely.

(These actions can be expected to occur five (5) times for periods up to 1 hour per occurrence each week during the contract period). In addition, there is the possibility that for a single period of up to 10 working days during the contract the Contractor will be denied access to the Weapons

Storage Area for a major Air Force Inspection. Notice of this exclusion period will be provided to the Contractor as soon as possible, but due to the nature of the inspection, this notification may be less than 48 hours in advance of the shutdown. During certain actual exercises and investigations, Contractor personnel will be under increased surveillance although they may not be working near the area affected. If the Contractor personnel are involved in the investigation, these personnel can continue with their work. Convoy movements of strategic Air Force resources may

SECURITY 01 00 10 - 4

necessitate Contractor personnel being asked to relocate to an area sufficiently away from the convoy movement until convoy has safely passed.

6. Entry Authority List (EAL): EAL(s) will be prepared by the unit or agency responsible for monitoring or administrating the contract. The EAL(s) must be signed by the preparers unit commander or agency chief, and then forwarded to the Installation Commander or designated representative for final approval. Contractor vehicles must be listed on the EAL(s) including year, make, model, VIN, and license number as stated on registration.

Privately Owned Vehicle(s) are not authorized within the Weapons Storage

Area. The Contractor shall submit a list of personnel, including subcontractors, who will work within or adjacent to the restricted area(s).

This list, which shall contain the name (Last, First and MI), address, Civilian Agency Affiliation, clearance information (If applicable), and social security number of each employee, no later than 1 week prior to initial start of work. This list shall be submitted on stationary with the company's letterhead and be signed by a responsible member of that company.