Specifications.pdf

QJKL 11-0003

Repair Aircraft Parking Apron

PROJECT TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

01 11 00.00 40 SUMMARY OF WORK

01 33 00 SUBMITTAL PROCEDURES

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23.00 10 NPDES PERMIT REQUIREMENTS FOR STORM WATER DISCHARGES FROM

CONSTRUCTION SITES

01 62 35 RECYCLED / RECOVERED MATERIALS

01 74 19 CONSTRUCTION AND DEMOLITION WASTE MANAGEMENT

DIVISION 02 - EXISTING CONDITIONS

02 41 00 DEMOLITION

DIVISION 31 - EARTHWORK

31 23 00.00 20 EXCAVATION AND FILL

DIVISION 32 - EXTERIOR IMPROVEMENTS

32 01 19 JOINTS IN CONCRETE PAVEMENTS

32 11 16 AGGREGATE BASE COURSE

32 11 26 BITUMINOUS BINDER COURSE

32 12 10 BITUMINOUS TACK COAT

32 12 17 BITUMINOUS SURFACE COURSE

32 13 13.03 PORTLAND CEMENT CONCRETE PAVEMENT

32 17 24.00 10 PAVEMENT MARKINGS

-- End of Project Table of Contents --

PROJECT TABLE OF CONTENTS Page 1

SECTION 01 11 00.00 40

SUMMARY OF WORK

PART 1 GENERAL

1.1 ATTACHMENTS

AF IMT 3064 (Construction Progress Schedule)

AF IMT 3065 (Progress Report)

1.2 DESCRIPTION OF WORK

The scope of this project is to furnish all plant, labor, materials, and equipment and performing all work for Repair Aircraft Parking Apron.

1.3 CONTRACT DRAWINGS AND SPECIFICATIONS

1.3.1 1.3.1 SETS FURNISHED

The Contractor shall check be responsible for making copies of specifications including amendments. The bid drawings as amended shall be utilized in the performance of the work the contract drawings (i.e., bid drawings that have been posted with all amendment changes) are provided to the contractor. See the paragraph below for contract drawing and distribution requirements. The work shall conform to the contract drawings, set out in the drawing index, all of which form a part of these specifications. The work shall also conform to any standard details bound or referenced herein.

1.3.2 NOTIFICATIONS OF DISCREPANCIES

The Contractor shall check all drawing files furnished him immediately upon their receipt and shall promptly notify the Contracting Officer of any discrepancies. Dimensions marked on drawings shall be followed in lieu of scale measurements. Enlarged plans and details shall govern where the same work is shown at smaller scales. All scales shown are based on a standard drawing size of 24" x 36". If any other size drawings are furnished or plotted the contractor shall adjust the scales accordingly. The Contractor shall also advise sub-contractors of the above. The Contractor shall compare all drawings and verify the figures before laying out the work and will be responsible for any errors which might have been avoided thereby.

1.3.3 OMISSIONS

Omissions from the drawings or specifications or the mis-description of details of work which are manifestly necessary to carry out the intent of the drawings and specifications, or which are customarily performed, shall not relieve the Contractor from performing such omitted or mis-described details of the work and will be responsible for any errors which might have been avoided thereby.

1.4 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When

SECTION 01 11 00.00 40 Page 1 used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Submit the following items to the Contracting Officer:

Construction Progress Schedule (AF IMT 3064); G Material Approval Schedule (AF IMT 3000); G Temporary Fencing and Security Fencing Phasing Plan; G

See Sub-section 1.7 SCHEDULING OF WORK.

SD-11 Closeout Submittals

Submit the following items to the Contracting Officer:

DD Form 1394 Checklist; G AF IMT 3065 (Progress Report); G

Contractor shall submit for approval within 10 days after NTP, a plan indicating the location and phasing of the temporary fencing and new security fencing to ensure security and emergency access are maintained to the Air Reserve Station throughout the life of the contract. Close coordination with Base Security personnel and the Contracting Officer's Representative is required. Proposed location for the fencing and proposed construction phasing plan are identified on the drawings.

1.5 SCHEDULING OF WORK

The Contractor shall, within five days after the work commences or another period of time determined by the Contracting Officer, prepare and submit to the Contracting Officer for approval, three (3) copies of a Construction Progress Schedule (AF IMT 3064) showing the order in which the Contractor proposes to perform the work. The schedule shall separate the work into phases developed in cooperation with the Government. The schedule shall include the dates on which the Contractor contemplates starting and completing the salient elements of the work. The Contractor shall also specifically identify on each progress report, any apparent, anticipated or proposed deviation form the previously approved schedule.

1.6 REGULATIONS

The Contractor shall comply with all standard and special safety and fire regulations, including those in the Corps of Engineers Safety Manual, the American General Contractors Safety Manual, OSHA, and certain base regulations. Prior to the start of the work, the Contractor may be required to meet with the Contracting Officer to review specific safety and fire regulations.

1.7 TESTING

The contractor shall furnish all material testing and certifications as required by this contract. Any expense associated with the use of an independent testing agency, as may be required by this contract shall be provided unless otherwise specified.

SECTION 01 11 00.00 40 Page 2

1.8 WARRANTIES AND OPERATING INSTRUCTIONS

Warranties and operating instructions are required to be submitted directly to the Contracting Officer at the completion of the contract work. Four copies of all warranties and operating instructions shall be provided unless otherwise specified.

1.9 GOVERNMENT OCCUPANCY

The Government will occupy areas adjacent to the work site during construction. Contractor shall schedule and perform the work so as not to interfere with the Government's operations. The Contractor shall cooperate fully with the Government during construction operations to minimize conflicts and to facilitate Government usage.

1.10 BASE HOURS

Base operation hours are 7:00 a.m. to 5:00 p.m. daily (Monday through Friday), excluding federal holidays. Access to the base during other times must be requested in writing from the Contracting Officer and will be granted only for extenuating circumstances.

1.11 BASE ACCESS

Access onto and across the grounds shall be as directed by the Government.

Employee parking shall be as directed by the Contracting Officer. Also, the Government may impose restrictions regarding methods and points of contractor access in order to maintain orderly operation of the facility during the construction period.

1.12 TEMPORARY BARRICADES AND FENCES

The Contractor shall furnish, install, and maintain barricades, fences, warning signs, steps, bridges, platforms and scaffolds required for execution of the Contractor's work and to secure hazardous areas and equipment from the general public or the building occupants. Prior to beginning project work the Contracctor shall submit a Temporary Fencing and Security Fencing Phasing Plan. The proposed location for the fencing and proposed phasing plan are identified on the drawings.

Maintain all temporary facilities and controls as long as needed for the safe and proper completion of the work. Remove all such temporary facilities and controls as rapidly as progress of the work will permit or as directed by the Contracting Officer.

1.13 TEMPORARY CONSTRUCTION FACILITIES

1.13.1 Contractor Office

The Contractor is required to furnish an office trailer at the project site in a location approved by the Contracting Officer.

1.13.2 Sanitary Facilities

The Contractor is required to furnish and maintain a temporary water closet or privy. The water closet/privy type and location will be approved by the Contracting Officer. The Contractor shall allow every person associated with the project use of the water closet/privy.

SECTION 01 11 00.00 40 Page 3

1.14 AVAILABILITY OF UTILITY SERVICES

The Contractor may use Government utilities in the vicinity of the project area. The Contractor shall not be wasteful of the Government utilities and the Government reserves the right to assess the Contractor for utility use upon discovery of negligence with respect to utility usage. All temporary lines shall be maintained by the Contractor in a workmanlike manner satisfactory to the Contracting Officer and shall be removed by the Contractor in like manner prior to final acceptance of the construction.

1.15 UTILITY SERVICE INTERRUPTIONS

The Contractor shall submit written notification not less than 15 calendar days in accordance of each interruption of each utility and communication service to or within existing buildings and facilities being used by others. No single outage will exceed 4 hours unless approved in writing.

The time and duration of all outages will be coordinated and approved with the using agency by the Contracting Officer.

1.16 PERMITS

1.16.1 Digging Permit

To ensure personnel safety and utility safety when work is to be done below grade, it is the responsibility of the Contractor to obtain an on-base (AF IMT 103) digging permit and a GOPHER ONE digging permit. For an on-base digging permit the Contractor shall provide the Contracting Officer with not less than 10 calendar days written notice of the intent to perform digging or excavation work to allow the Government the opportunity to locate and mark its utilities which may interfere with the proposed work.

For a GOPHER ONE digging permit, the Contractor shall follow standard Minnesota State procedures.

1.16.2 MAC Public Works Permit

If any of the work affects property (buildings, facilities, utilities, etc.) belonging to the Metropolitan Airports Commission (MAC), the Contractor is responsible for obtaining a MAC Public Works Permit through Civil Engineering prior to starting the work.

1.16.3 Aerospace Clearances

MAC Aerospace Evaluation Application: If any of the work requires a crane, boom truck or any other type of equipment that will affect local aerospace;

the Contractor is responsible for obtaining prior clearance from MAC through Civil Engineering.

FAA Form 7460-1, Notice of Proposed Construction or Alteration: In addition to obtaining clearance from MAC, the Contractor shall also be required to ensure the necessary coordination and/or clearance is obtained for an approved FAA Form 7460-1 from the Federal Aviation Administration through Civil Engineering.

1.16.4 Free Zone Letter

The work is to be accomplished in a restricted or controlled area.

Therefore, it is the responsibility of the Contractor to obtain a "free zone letter" so a free zone can be established prior to starting work.

Free zones are areas established within restricted/controlled areas when a

SECTION 01 11 00.00 40 Page 4 construction work and similar activities make it inappropriate or impractical to apply normal circulation security controls. For a "free zone letter", the Contractor shall provide the Contracting Officer with not less than 14 calendar days written notice of the intent to perform work in a controlled or restricted area to allow the Government the opportunity to get the letter drafted, coordinated and approved.

1.17 PROTECTION OF FACILITIES

The Contractor shall preserve and protect all structures, equipment, pavements and vegetation on or adjacent to the work site, which are not to be removed and which do not unreasonably interfere with the work required under this contract. The Contractor shall repair or replace any damage resulting from failure to comply with the requirements of this contract or failure to exercise reasonable care in performing the work. Any repair or replacement shall be accomplished at the expense of the Contractor and to the satisfaction of the Contracting Officer.

1.18 DD FORM 1394 CHECK LIST

Contractor shall complete and provide a completed DD Form 1394 check list upon the completion of the project. A copy of the DD Form 1394 check list is included in these specifications. For this particular project, it will be essential that the contractor indicate how many SY of existing Portland Cement Concrete pavement was replaced with new Portland Cement Concrete pavement and likewise, how many SY of existing Portland Cement Concrete pavement was replaced with new Asphaltic Concrete pavement.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

Not Used

-- End of Section --

SECTION 01 11 00.00 40 Page 5

CONTRACT PROGRESS SCHEDULE

I

Form Approved

(See Contractor's Instructions on Reverse) OMB NO. 0704-0188

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching exisling data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggeslions for reducing this burden to Department of Defense, Washington Headquarters Services, Directorate for Information, Operations and Reports, 1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202-4302, and to the Office of Management and Budget Paperwork Reduction Project 0704-0188, Washington DC 20503. Please DO NOT RETURN your form/questionnaire to either of these addresses. Send your completed form/questionnaire to: SAF/AQCP, 1060 Air Force Pentagon, Washington DC 20330-1060

1. CONTRACT NO. 8. PROJECT TITLE 10. APPROVAL RECOMMENDED BY:

DATE SIGNED INSTALLATIONS ENGINEER'S SIGNATURE

2. STARTING DATE

3. COMPLETION DATE 9. SUBMITTED BY:

4. PURCHASE REQUEST NO. DATE SIGNED CONTRACTOR'S NAME (Last, First, Middle Initial) CONTRACTOR'S SIGNATURE 11. APPROVED BY:

5 PROJECT NO.

ADDRESS (Street, City, State, Zip Code) DATE SIGNED CONTRACTING OFFICER'S SIGNATURE

6. ACTUAL STARTING DATE

7. ACTUAL COMPLETION DATE

N 0 P Q

WEEKSLINE

%WORK ELEMENTSNO

C FD G K L ME H I JBA

AF IMT 3064, 20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

INSTRUCTIONS TO CONTRACTORS

1. Prepare three copies of AF Form 3064, in accordance with these instructions, and submit to the contracting officer at the time stated in the contract or as established by the contracting officer.

2. Blocks 1, 2, and 3. Enter the contract number, starting date, and completion date as shown on the contract.

3. Block 8. Enter the title of the project as shown on the contract.

4. Block 9. Enter name and address of your firm. The three copies submitted to the contracting officer must be dated and signed by the contractor or an authorized representative of the firm.

5. Lines 1 through 12. Major elements of work (whether unit price or lump sum contract) such as excavation, concrete work, carpentry, engineering, installation of communication electronic facilities, etc., will be shown in Column B in logical sequence and in sufficient detail to identify the element. If the contract calls for more than 11 work elements, additional copies of the AF Form 3064 may be used as a continuation for the work elements.

6. The percentage of each listed work element to the complete job will be shown opposite each element in Column C. As an example, if 3 work elements are shown: excavation, concrete work, and backfill, and it is estimated that excavation is 50% of the total job, concrete 30%, and backfill 20%, these percentages will be shown opposite each element. The total must equal 100%.

7. Columns D through Q will be used to show planned periodic progress, as required by the contracting officer, during the period of the contract. Only the top half of the space under these columns will be used by contractors. Using the example cited above and assuming that the contract period for performance is 8 weeks, and it is planned to accomplish 10% of the excavation work the 1st week and 20% each week until excavation is complete, 10 would be shown in the upper half of Line 1 under Column D, 20 under Column E, and 20 under Column F for a total of 50%. If it is planned to accomplish the concrete work during the 4th, 5th, and 6th weeks in equal amounts, 10 would be entered under Columns G, H, and I on Line 2. Assuming the backfill will be accomplished during the 7th and 8th weeks, 10 would be entered under Columns J and K on Line 3. If the contract extends beyond 14 weeks, additional copies of AF Form 3064 may be used as a continuation of performance record.

8. Total amount of work planned at intervals as shown in Columns D through Q will be totaled and entered in the top half of the space under the appropriate column of Line 12. Again, using the example cited above, the totals under Columns D through K would read 10, 20, 20, 10, 10, 10, 10, 10 for a total of 100%. These totals will be used to plot an overlay graph using Lines 4 through 11, beginning with

Column D and extending to the right the number of columns (weeks) authorized by the contract for performance time.

9. In the event the contract is modified by the contracting officer under terms of the contract, changing the progress of work as originally scheduled, adding or deleting work or changing the original completion date, a revised progress schedule will be prepared and submitted to the contracting officer for approval. In preparing the revised schedule, the amount of work completed will be considered, together with the changed new completion date set forth in the contract modification. Considering these factors, the work under the contract will be rescheduled over the new total performance time in the same manner that the original schedule was prepared. The new completion date will be entered in Block 3. "First Revised Schedule," "Second Revised Schedule," etc., will be entered to the left of the form title. Time of submission of the revised schedule will be determined by the contracting officer.

10. At such intervals as may be established by the contracting officer, the contractor will submit to the contracting officer AF Form 306"5, "Contract Progress Report," indicating the percentage of work accomplished for each work element during the established reporting period. Accurate reports are of the utmost importance to the contractor and to the Government, since the percentage of completion, or progress, thus reported is used in administration of the contract and may be used in connection with approval of partial payments under the contract. Care should be taken to plan the work in such manner that it can be accomplished as stated in this schedule. If, for any reason, it becomes known that any part of the progress under this contract will be delayed, this fact should be reported to the contracting officer immediately.

AF IMT 3064,20030901, V1 PREVIOUS EDITIONS ARE OBSOLETE

CONTRACT PROGRESS REPORT 10MB NO. 0704-0188

Public reporting burden for this collection of information is estimated to average 15 minutes per response, including the time for reviewing instructions, searching existing data sources, gathering and maintaining the data needed, and completing and reviewing the collection of information. Send comments regarding this burden estimate or any other aspect of this collection of information, including suggestions for reducing this burden to the Department of Defense, Washington Headquarters Services, Directorate for Information Operations and Reports (OMB No. 9000-0058),1215 Jefferson Davis Highway, Suite 1204, Arlington VA 22202·4302. Respondents should be aware that notWithstanding any other provision of law, no person shall be subject to any penalty for failing to comply with a collection of information if it does not display a currently valid OMB control number.

PLEASE DO NOT RETURN YOUR FORM TO THE ABOVE ADDRESS. RETURN COMPLETED FORM TO: SAF/AQCO, 1060 Air Force Pentagon, Washington DC 20330·1060.

CONTRACTOR ADDRESS

REPORT NO. IPERIOD COVERED IPROJECT NO. CONTRACT NO. ICOMPLETION DATE

FROM: TO:

LINE

WORK ELEMENT

% OF % COMPLETED % COMPLETED

NO. TOTAL JOB THIS PERIOD CUMULATIVE

TOTAL

REMARKS

At the Contracting Officer's discretion and according to the payments clause of the contract, the information provided on this form may be used for computing progress payments.

PROGRESS OR COMPLETION CERTIFICATE

I hereby certify that the contractor has satisfactorily completed the indicated percentage of the contract per contract specifications.

SUBMITTED BY OR FOR

0 CONTRACTOR 0 BASE CIVIL ENGINEER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

REVIEWED BY OR FOR CONTRACTING OFFICER

TYPE OR PRINT NAME AND TITLE ISIGNATURE IDATE

AF IMT 3065,19960401, V1 PREVIOUS EDITION IS OBSOLETE.

DD 1354 CHECKLIST

PROJECT NAME :_______________________________________

PROJECT #:_______________________________________

CONTRACT #:_____________________________________

TOTAL CONSTRUCTION COST: ____________________________

(FOR REAL PROPERTY/ENGINEERING ONLY): IS DESIGN MONEY INCLUDED IN THE TOTAL

CONSTRUCTION COST, IF NOT PLEASE INDICATE DESIGN COSTS ________________.

NOTE: COST OF ITEMS LISTED BELOW: NOTE: ACCUMULATED COST OF ALL ITEMS MUST

EQUAL FINAL CONSTRUCTION COST.

SITE PREPARATION (INCLUDES DEMO, EARTHWORK, CLEAR GRUB AND DEBRIS – MOSTLY FOR NEW

CONSTRUCTION: COST: ______________

MISC. (PLEASE EXPLAIN – DESCRIPTION & EXPENSE/COST OF PROJECT WORK THAT DOES NOT FIT

INTO ANY OF THE ITEMS BELOW):

COST: __________________________________________________________

NOTE: WHERE THERE ARE TWO MEASUREMENTS, I NEED INFO FOR BOTH. COST INCLUDES ALL

MATERIALS AND LABOR NEEDED TO INSTALL THE ITEM, BROKEN DOWN BY THE LISTED UNIT OF

MEASURE.

CAT CODE NOMENCLATURE

112-211 TAXIWAY – Hard surface that connects the parking and maintenance areas of the airfield with the runways and provides access to the hangars, docks and various parking areas and pad. (Concrete)

Installed: ___________SY ___________COST Removed: ___________SY ___________COST 113-321 APRON – Cost includes concrete/bituminous surface, base course, sub-base, and striping.

Cost does not include lighting, nav-aids or shoulders.

Installed (Concrete): ___________SY ___________COST Removed (Concrete): ___________SY ___________COST

Installed (Bituminous): ___________SY ___________COST Removed (Bituminous): ___________SY ___________COST

125-554 PIPELINE – Fuel pipelines are provided for each different grade of fuel, except for cross-country pipelines and offshore unloading lines.

Installed: ___________LF __________COST Removed: ___________LF __________COST

CAT CODE NOMENCLATURE

126-925 FILL STAND, TRUCK – Truck fill stands are provided at all Air Force bases where bulk petroleum products are stored and dispensed. They are required as a means of loading fuel from the storage tanks into fuel servicing vehicles and tank trucks.

Installed: ___________OL ___________COST Removed: ___________OL ___________COST

126-926 STAND, UNLOADING – Truck unloading stands/headers are provided at all Air Forces bases where bulk petroleum products are stored and dispensed. The fuel loading facilities are required as a means of unloading fuel from fueling vehicles into fuel storage tanks.

Installed: ___________OL ___________COST Removed: ___________OL ___________COST

132-133 PAD EQUIP (Explain what slab is for) – Identifies general purpose concrete pads that are used to support ground communications equipment i.e., air conditioners, generators, etc.

Installed: ___________SY ___________EA ___________COST Removed: ___________SY ___________EA ___________COST Explanation (Ex: Concrete slab to hold an A/C unit):

132-134 ANTENNA SUPPORT STRUCTURE – Identifies towers, tower guys, antenna poles, concrete footings and hardstands supporting communications – electronics equipment.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

135-583 TELEPHONE DUCT – Ductwork for underground distribution of the base telephone cable plant installed for reasons of cable protection and ease of expansion of additions cable plants. Normally used for the cable under pavements.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

179-371 TRAINING AID – Training includes prime beef training ranges/areas, security police or readiness courses, drill pads, fire training pits, etc.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

452-252 OPEN STORAGE BASE SUPPLY – This facility is an improved or paved area used to store materials authorized for open storage.

Installed: ___________SY ___________COST Removed: ___________SY ___________COST

452-255 BASE CIVIL ENGINEER OPEN STORAGE – Facility designed for open storage of Base Civil Engineer construction materials and equipment that can withstand exposure to the elements.

Installed: ___________SY ___________COST Removed: ___________SY ___________COST

690-252 BILLBOARD – Identifies permanently constructed boards (outdoors) which are used to post notices and advertisement.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

690-432 FLAG POLE – Self Explanatory.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

750-172 ATHLT FLD BASEBALL – Self Explanatory.

Installed: ___________AC ___________EA ___________COST Removed: ___________AC ___________EA ___________COST

750-347 CRT, TENNIS – Self Explanatory

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

750-349 CRT, RECTN - Identifies any outdoor recreational court not identified under specific types of courts or other cat codes.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

750-371 RECREATION PAVILION – Outdoor facility that supports recreation areas.

Installed: ___________SF ___________EA ___________COST Removed: ___________SF ___________EA ___________COST

811-147 EMERGENCY ELECTRIC POWERE GENERATION PLANT – Facility designed to provide emergency standby power.

Installed: ___________KW ___________COST Removed: ___________KW ___________COST

812-223 PRI ELECT DSTR – OVERHEAD – Identifies those components of the base electrical distribution system and equipment of the overhead primary or higher voltage circuits of the system (poles, buys, cross arms, insulators, hardware, transformers lighting arresters, fuses, line switches and associated equipment).

Installed: ___________LF ___________COST Removed: ___________LF ___________COST Installed Transformer ___________KVA___________COST Removed Transformer ___________KVA___________COST Installed Power Poles – (LF Between Poles)

___________LF ___________EA ___________COST

Removed Power Poles – (LF Between Poles)

___________LF ___________EA ___________COST

812-224 SEC ELEC DISTR – OVERHEAD – Identifies those secondary distribution lines that are components of the base electrical distribution system. The above-ground secondary lines consist of conductors, insulators, service drops, control devices, etc.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

812-225 PRI ELEC DISTR – UNDERGROUND – Identifies the components of underground electrical distribution system. The underground distribution primary line consists of ducts, man-holes, vaults, cables, pot heads, transformers, switches, protective devices, and associated equipment.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST Transformer ___________KVA___________COST

812-226 SEC ELEC DISTR – UNDERGROUND – Identifies components of base electrical underground secondary distribution system. This system consists of conductors, ducts, conduit, splice boxes, manholes, services, control and protective devices, and associated equipment.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

812-926 EXTERIOR AREA LIGHTING – Applies to street lighting, apron floodlighting, aircraft alert apron safety lighting and security lighting. Does not include lights attached to a building.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

813-231 ELEC SUBSTATION – Identifies those facilities that change the voltage, normally from high voltage (15000 and higher) to a lower voltage for primary distribution. They include the transformers, switching equipment, circuit breakers and safety equipment.

Installed: ___________KV ___________COST Removed: ___________KV ___________COST

821-112 HEATING FUEL OIL STOR – Identifies those underground tanks used to store diesel for use in operation of the central heating plants.

Installed: ___________GA ___________COST Removed: ___________GA ___________COST

821-113 HEATING FROM CENTRAL PLANT – Identifies those facilities that receive heat from a central plant and distributes it to one or more buildings. The mechanical rooms may be a part of or stand alone they include piping, converts, manifolds, pump stations and equipment.

Installed: ___________SF ___________COST Removed: ___________SF ___________COST

821-115 HEATING PLANT – This facility provides government-owned generation of heat. Plant capacity is in millions of British Thermal Units (MB). Please note MBs do not equal MBTUs. MBTUs are thousands of British Thermal Units. Convert MBTUs to MB by dividing by 1,000; Example 50,000 MBTUs/1,000 = 50 MBs.

Installed: ___________MB ___________COST Removed: ___________MB ___________COST

821-155 STEAM PLT IND – This facility provides steam service to buildings for other than facility heating requirement.

Installed: ___________MB ___________COST Removed: ___________MB ___________COST

822-265 STEAM HEAT MAINS – Identifies the steam supply and condensate return lines used in an exterior heat distribution system to heat most buildings of a base-wide heating system.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

822-268 CONDEN PMP STN – Identifies the condensate return pump station located in buildings that are heated from a base-wide heating system using steam mains.

Installed: ___________SF ___________COST Removed: ___________SF ___________COST

824-462 GAS METER FCLTY – Identifies those facilities and associated metering equipment used to measure the flow rate, pressure, temperature, etc. or any gas used as a facility heating fuel.

Installed: ___________SF ___________COST Removed: ___________SF ___________COST

824-464 GAS MAINS – Identifies the supply lines to the heat plant, heating facility or whatever other facility that may be using gas as a fuel source.

Installed: ___________LF ___________COST Removed ___________LF ___________COST

832-255 INDUSTRIAL WASTE MAINS – Identifies sewage collection mains serving industrial wastewater treatment and disposal system.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

832-266 SANITARY SEWER MAINS – Identifies sewage collection mains serving sanitary wastewater treatment and disposal system.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

832-267 SAN SEWAGE PMP STN – Identifies sanitary sewage pumping station including pits, pumping equipment, controls and structures.

Installed: ___________SF ___________COST Removed: ___________SF ___________COST

842-245 WATER DISTR MAINS – Identifies domestic water distribution mains. These mains are those between the water supply mains and the building mains serving individual facilities.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

843-314 FIRE PROTECTION WATER MAIN – Identifies water mains used exclusively to provide water from fire protection water storage and/or pump stations to fire protection systems and/or fire hydrants.

843-315 FIRE HYDRANTS – Identifies fire hydrants used to supply water for the protection of buildings, structures, open storage, materiel, parked motor vehicles and aircraft, fuel handling points, Etc.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

843-319 FIRE PROTECTION WATER STOR – Identifies water storage tanks/reservoir exclusively used for supplying fire protection systems.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

851-143 CURBS & GUTTERS – Identifies curbs and gutters and attendant underground drainage systems that are authorized along streets and around off-street parking areas to and in control and collection of surface storm water.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

852289 SIDEWALKS – Identifies hard surfaced walkways that are authorized for pedestrian traffic.

Installed: __________SY ___________ COST Removed: __________SY ___________ COST

851-145 DRIVEWAY – Identifies those private roads leading from a street or other thoroughfare to a building, house, garage, etc.

Installed: ___________SY ___________COST Removed: ___________SY ___________COST

851-147 ROAD – Self-Explanatory.

Installed: ___________SY ___________LF ___________COST Removed: ___________SY ___________LF ___________COST

852-261 / VEH PKNG – Provides parking space for organizational/non-organizational vehicles.

852-262 Installed: ___________SY ___________COST Removed: ___________SY ___________COST Location (Bldg #):______________________________________________________

871-183 STORM DRAINS – Identifies storm drainage components such as drainage piping, channels, catch basins, culvers and manholes, etc.

871-187 RETAINING WALL – Identifies those structures (walls) built to resist lateral pressure other than wind pressure. Such as holding in place a mass of earth, at the edge of a terrace or excavation area.

Installed: ___________SY ___________LF ___________COST Removed: ___________SY ___________LF ___________COST

872-247 SECURITY FENCE – This type of fencing/barriers are required specifically for restricted or controlled areas.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

872-248 INTERIOR FENCE – Identifies those fences whose primary function is clearly neither boundary nor security control. For example: fences that primarily promote personnel or traffic safety, operating efficiency or protection of environment.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

872-841 SECURITY ALARM SYSTEM – Intrusion detection alarm systems consist of electronic monitoring devices, detection devices and associated transmission lines, power supplies and signaling equipment.

Alarm System Installed: ___________EA ___________COST Alarm System Removed: ___________EA ___________COST Other Info: __________________Manufacturer

880-211 CLOSED HEAD AUTO SPRINKLERS – Identifies the closed head automatic sprinkler system, which is installed in compliance with functional requirements The SF is area protected.

Sprinkler System Installed: __________SF ___________HD ___________COST Sprinkler System Removed __________SF___________HD ___________COST Other Info: ___________________Manufacturer

880-212 OPEN HEAD DELUGE SYSTEM – Identifies those open head deluge systems presently installed in large hangar type facilities. However, this system is not authorized for new construction. The SF is area protected.

Deluge System Installed: __________SF___________HD ___________COST Deluge System Removed: __________SF ___________HD ___________COST Other Info: ___________________Manufacturer

880216 PA SPRINK SYS – This system includes an automatic detector system which detects the fire and releases water into the sprinkler. The SF is area protected.

PA System Installed __________SF __________HD ___________COST PA System Removed __________SF __________HD ___________COST Other Info: ___________________Manufacturer

880-217 AFFF PA SPRINKLER SYSTEM – This system is required in all new hangar facilities. The system includes sprinkler system, detection system, underwing nozzles, agent storage and proportioning system but not additional water pumps and/or storage. The SF is area protected.

Sprinkler System Installed: __________SF___________HD ___________COST Sprinkler System Removed: __________SF___________HD ___________COST Other Info: ___________________Manufacturer

880-218 HI-EXPANSION FOAM SYSTEM – This system is found in some hangar facilities and not authorized for use in new hangars. The SF is area protected.

Foam System Installed: __________SF ___________HD ___________COST Foam System Removed: ___________SF___________HD ___________COST Other Info: __________________Manufacturer

880-221 AUTO FIRE PROTECTION SYSTEM – This system provides for the detection of fire throughout designated areas or in building or structures. The system consists of automatic fire detection devices, circuits or tubing, connected circuitry, control panels, signal indicators and other features as required. The SF is area protected.

Fire System Installed: ___________SF ___________EA ___________COST Fire System Removed: ___________SF ___________EA ___________COST Other Info: __________________Manufacturer

880-222 MANUAL FIRE ALARM SYSTEM – This manual fire and evacuation alarm system is installed to provide means for notifying building occupants of the presence of fire.

Fire Alarm System Installed: ___________EA ___________COST Fire Alarm System Removed: ___________EA ___________COST Other Info: ___________________Manufacturer

880-235 DRY CHEMICAL SYSTEM – Fire suppression system with automatic fire detection capability and automatic discharge of fire suppression agent. This system is normally used for local application but may be used for special hazard total flood systems.

Dry Chemical System Installed: ___________EA ___________COST Dry Chemical System Removed: ___________EA ___________COST

890-144 COMPRESSED AIR DISTR – Identifies the compressed air supply lines to provide air to various buildings of a base-wide compressed air system.

Installed: ___________LF ___________COST Removed: ___________LF ___________COST

890-269 CATHODIC PROTECTION SYSTEM – Identifies a cathodic protection system that is commonly used to prevent corrosion on underground or submerged metallic structures.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

890-271 EMCS CENTRAL STN - This system is provided for utility plants and utility systems. The central station is used for control and supervision of the complete EMCS. It consists of computers, printers, cathode ray tube, clocks and other necessary features.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

890-272 EMCS FIELD EQUIPMENT – This system consists of necessary field interface devices, multiplex panels, power supplies, electronic sensors, controls and other features necessary to constitute an EMCS but located in the central station.

Installed: ___________EA ___________COST Removed: ___________EA ___________COST

890-273 EMCS DATA LINKS – Identifies the data transmission system between the central station and the field interface equipment and consists of coaxial cable, twisted pair cable and other features necessary for the transmission of data.

STORAGE TANKS:

123-335 VEHICLE FUELING STATION – Commercial type fueling or which service government owned motor vehicles.

Installed: ________________SF ___________OL ___________COST Removed: ________________SF ___________OL ___________COST

124-134 OPG STOR, DIESEL – Storage tanks required to provide an operating and reserve supply of diesel at Air Force bases.

Installed: ___________GA ___________COST Removed ___________GA ___________COST

124-135 OPG STOR, JET FL – Those storage tanks required to provide an operating and reserve supply of jet fuel at Air Force bases.

Installed: ___________GA ___________COST Removed: ___________GA ___________COST

411-134 STORAGE, DIESEL TANK – This facility is designed for the storage and dispensing of diesel fuel. This facility is usually located at isolated stations when supply levels may be inadequate for mission accomplishment.

Installed: ___________BL ___________GA ___________COST Removed: ___________BL ___________GA ___________COST

411-137 STORAGE, MOGAS TANK – This facility is designed for the storage of motor gasoline.

Installed: ___________BL ___________GA ___________COST Removed: ___________BL ___________GA ___________COST

411-139 STOR, SPECIAL FUELS – This facility is designed for storage of liquid chemicals in bulk.

Installed: ___________BL ___________GA ___________COST Removed: ___________BL ___________GA ___________COST

890-171 MSC STORAGE TANK- Identifies those tanks used for storage of waste petroleum products.

Installed: ___________BL ___________GA ___________COST Removed: ___________BL ___________GA ___________COST

AIR CONDITIONERS/AIR HANDLERS:

826-122 A/C PLANT 25-100 TONS - A packaged unit or a unitary air-conditioner consisting of one or more factory-made assemblies which includes an evaporator (cooling coil), a compressor and condenser combination, and may include a heating (heat pump) function as well (includes roof-top units. The SF is area served.

Installed: ___________SF ___________TN ___________COST Removed: ___________SF ___________TN ___________COST Other Info: __________________Manufacturer_______Model #________________S/N

826-123 A/C PLANT OVER 100 TONS – A packaged unit or a unitary air-conditioner consisting of one or more factory-made assemblies which includes an evaporator (cooling coil), a compressor and condenser combination, and may include a heating (heat coil) function as well (includes roof-to- units and chillers). The SF is area served.

Installed: ___________SF ___________TN ___________COST

Other Info: ___________________Manufacturer______Model #________________S/N

890-121 A/C PLANT 5 TO 25 TONS – A packaged unit or a unitary air-conditioner consisting of one or more factory-made assemblies which includes an evaporator (cooling coil), a compressor and condenser combination, and may include a heating (heat pump) function as well. The SF is area served.

Installed: ___________SF ___________TN ___________COST Removed: ___________SF ___________TN ___________COST Other Info: ________________Manufacturer _________Model #______________S/N

890-125 A/C PLANT LESS THAN 5 TONS – A unitary air-conditioner consisting of one or more factory-made assemblies which includes an evaporator (cooling coil), a compressor and condenser combination and may include a heating (heat pump) function as well. The SF is area served.

Installed: ___________SF ___________TN ___________COST Removed: ___________SF ___________TN ___________COST Other Info: ________________Manufacturer__________Model #_____________S/N

890-126 A/C WINDOW UNITS – Self-contained single packaged air conditioning unit, complete with compressor, evaporator, fan, and thermostat control and may include a heating function or dehumidification features. These units are mounted in windows or thru wall openings in real property. The SF is area served.

Installed: ___________SF ___________TN ___________COST

Other Info: _________________Manufacturer_________Model #_______________S/N

SIGNATURE OF INDIVIDUAL FILLING OUT FORM

COMPANY/TITLE

DATE

AIR FORCE REPRESENTATIVE

TITLE

DATE

SECTION 01 33 00

SUBMITTAL PROCEDURES

PART 1 GENERAL

1.1 DEFINITIONS

1.1.1 Submittal

Contract Clauses "FAR 52.236-5, Material and Workmanship," paragraph (b) and "FAR 52.236-21, Specifications and Drawings for Construction," paragraphs (d), (e), and (f) apply to all "submittals."

1.1.2 Submittal Descriptions (SD)

Submittals requirements are specified in the technical sections.

Submittals are identified by SD numbers and titles as follows.

SD-01 Preconstruction Submittals

Submittals which are required prior to a notice to proceed on a new contract. Submittals required prior to the start of the next major phase of the construction on a multi-phase contract. Schedules or tabular list of data or tabular list including location, features, or other pertinent information regarding products, materials, equipment, or components to be used in the work, submitted prior to contract notice to proceed or next major phase of construction.

Certificates of insurance.

Surety bonds.

List of proposed subcontractors.

List of proposed products.

Construction Progress Schedule.

Schedule of prices.

Health and safety plan.

Work plan.

Quality control plan.

Environmental protection plan.

Storm Water Pollution Prevention Plan (SWPPP)

SD-03 Product Data

Catalog cuts, illustrations, schedules, diagrams, performance charts, instructions and brochures illustrating size, physical appearance and other characteristics of materials, systems or equipment for some portion of the work.

Samples of warranty language when the contract requires extended product warranties.

SD-04 Samples

Fabricated or unfabricated physical examples of materials, equipment or workmanship that illustrate functional and aesthetic characteristics of a material or product and establish standards by which the work can be judged.

SECTION 01 33 00 Page 1

Color samples from the manufacturer's standard line (or custom color samples if specified) to be used in selecting or approving colors for the project.

Field samples and mock-ups constructed on the project site establish standards by which the ensuring work can be judged. Includes assemblies or portions of assemblies which are to be incorporated into the project and those which will be removed at conclusion of the work.

SD-05 Design Data

Design calculations, mix designs, analyses or other data pertaining to a part of work.

SD-06 Test Reports

Report signed by authorized official of testing laboratory that a material, product or system identical to the material, product or system to be provided has been tested in accord with specified requirements. (Testing must have been within three years of date of contract award for the project.)

Report which includes findings of a test required to be performed by the Contractor on an actual portion of the work or prototype prepared for the project before shipment to job site.

Report which includes finding of a test made at the job site or on sample taken from the job site, on portion of work during or after installation.

Investigation reports.

Daily logs and checklists.

Final acceptance test and operational test procedure.

SWPPP Compliance Inspection Reports

SD-07 Certificates

Statements printed on the manufacturer's letterhead and signed by responsible officials of manufacturer of product, system or material attesting that product, system or material meets specification requirements. Must be dated after award of project contract and clearly name the project.

Document required of Contractor, or of a manufacturer, supplier, installer or subcontractor through Contractor, the purpose of which is to further quality of orderly progression of a portion of the work by documenting procedures, acceptability of methods or personnel qualifications.

Confined space entry permits.

Text of posted operating instructions.

SD-11 Closeout Submittals

SECTION 01 33 00 Page 2

Documentation to record compliance with technical or administrative requirements or to establish an administrative mechanism.

Special requirements necessary to properly close out a construction contract. For example, Record Drawings, manufacturer's help and product lines necessary to maintain and install equipment. Also, submittal requirements necessary to properly close out a major phase of construction on a multi-phase contract.

1.1.3 Approving Authority

Office or designated person authorized to approve submittal.

1.1.4 Work

As used in this section, on- and off-site construction required by contract documents, including labor necessary to produce submittals, construction, materials, products, equipment, and systems incorporated or to be incorporated in such construction.

1.2 SUBMITTALS

At the end of this section is a submittal register (submittal form) showing items of equipment and materials for which submittals are required by the specifications.

1.3 PROCEDURES FOR SUBMITTALS

1.3.1 Reviewing, Certifying, Approving Authority

The 934th Civil Engineering Division and/or a designated Architect-Engineer firm shall be responsible for reviewing and certifying that submittals are in compliance with contract requirements. Approving authority on submittals is the Contracting Officer.

1.3.2 Constraints

a. Submittals listed or specified in this contract shall conform to provisions of this section, unless explicitly stated otherwise.

b. Submittals shall be complete for each definable feature of work;

components of definable feature interrelated as a system shall be submitted at same time.

c. When acceptability of a submittal is dependent on conditions, items, or materials included in separate subsequent submittals, submittal will be returned without review.

d. Approval of a separate material, product, or component does not imply approval of assembly in which item functions.

1.3.3 Scheduling

a. Coordinate scheduling, sequencing, preparing and processing of submittals with performance of work so that work will not be delayed by submittal processing. Allow for potential requirements to resubmit.

b. Except as specified otherwise, allow a review period, beginning

SECTION 01 33 00 Page 3 with receipt by approving authority, that includes at least 10 working days for submittals for Contracting Officer approval.

Period of review for each resubmittal is the same as for initial submittal.

1.4 FORMAT OF SUBMITTALS

1.4.1 Transmittal Form

APPROVAL MUST BE OBTAINED FROM THE CONTRACTING OFFICER PRIOR TO INITIATING

ANY WORK WHICH INCLUDES MATERIAL FROM THIS LIST. All submittals shall be submitted to the Contracting Officer for approval. All submittals shall be accomplished by the use of the AF IMT 3000. All submittals except warranties and operating instructions, as noted below, shall be furnished for review no later than 10 calendar days after receipt of the Notice to Proceed, or at a time frame specified by the Contracting Officer. All submittals shall be submitted in THREE ORIGINAL COPIES, except for the AF Form 3000. This form will be submitted in one original and two copies with the attachments. The Contracting Officer shall return one copy of the same to the Contractor within 10 calendar days after receipt, or at a time frame specified by the Contracting Officer.