03REVISEDSABERSPECS1FEB08Atch1.pdf

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Simplified Base Engineering Requirements (SABER) Construction Services for Malmstrom AFB Federal contract opportunity
Solicitation number
FA4626-08-R-0001
Issued by
Department of the Air Force Global Strike Command

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Attachment 1 FA4626-08-R-0001

TECHNICAL SPECIFICATIONS

SIMPLIFIED BASE ENGINEERING

REQUIREMENTS (SABER)

24 OCT 2007

341st CIVIL ENGINEERING SQUADRON

MALMSTROM AFB

GREAT FALLS, MONTANA

Attachment 1 FA4626-08-R-0001

SABER

CONTRACT SPECIFICATIONS

INDEX

DIVISION SECTION TITLE

01000 GENERAL REQUIREMENTS

01000 TERMS AND CONDITIONS

01010 GENERAL REQUIREMENTS

01011 SAFETY ENGINEERING AND MAINTENANCE

01012 COLOR SCHEME REQUIREMENTS

01360 ENVIRONMENTAL PROTECTION

01562 DUST PROTECTION

01600 MALMSTROM AFB DESIGN STANDARDS

01700 TASK ORDER CLOSEOUT REQUIREMENTS

02000 SITE WORK

02012 STANDARD PENETRATION TESTS

02200 SITE WORK

02210 CONCRETE CORE DRILLING

02220 DEMOLITION

02223 SELECTIVE DEMOLITION

02300 CLEARING AND GRUBBING

02310 FINISH GRADING FOR STRUCTURES AND SLABS

02315 SITE EXCAVATION AND FILL

02316 TRENCH EXCAVATION AND BACKFILL FOR UTILITIES

02317 EXCAVATION, FILLING, AND BACKFILLING FOR BUILDINGS

02330 FIELD TESTS

02340 SOIL STABILIZATION--CRUSHED ROCK SUBGRADE

02341 SOIL STABILIZATION--LIME

02342 SOIL STABILIZATION--VIBROFLOTATION

02370 SEDIMENT CONTROL

02374 RIPRAP

02500 WATER LINES

02510 PIPE SLEEVES FOR UTILITY LINES

02515 WATER RESERVOIRS AND TANKS

02516 CHILLED WATER LINES

02520 WATER WELLS

02530 WASTEWATER COLLECTION

02531 SEWER LINE GROUTING

02532 SEWER LINE CLEANING

02533 FORCE MAINS AND INVERTED SIPHONS

02534 SEPTIC TANKS AND GREASE TRAPS

02536 GREASE INTERCEPTORS

02537 SEWER LINE MANHOLES - REPAIR

02538 SEWER LINE PIPE LINING

I-1

Attachment 1 FA4626-08-R-0001

02000 SITE WORK (Continued)

02539 SAND DRAINS

02550 FUEL DISTRIBUTION LINES

02551 GAS DISTRIBUTION LINES

02630 STORM DRAINAGE SYSTEM

02635 FOUNDATION DRAINAGE SYSTEMS

02636 UNDERSLAB DRAINAGE

02711 CEMENT TREATED BASE COURSE (TREATED IN PLACE)

02720 AGGREGATE BASE COURSE FOR ROADS, STREETS & PARKING LOTS

02721 LEAN CONCRETE BASE

02740 ASPHALT CONCRETE PAVING

02742 ASPHALTIC CONCRETE OVERLAYS

02743 PATCHING OF ASPHALT CONCRETE PAVEMENTS

02750 PORTLAND CEMENT PAVING

02751 PORTLAND CEMENT CONCRETE OVERLAYS

02752 STEEL REINFORCED PORTLAND CEMENT CONCRETE OVERLAYS

02753 FIBROUS REINFORCED PORTLAND CEMENT CONCRETE OVERLAYS

02755 AIRFIELD PAVEMENTS

02760 PAVEMENT MARKINGS

02766 CRUSHED STONE PAVING

02770 CONCRETE CURBS AND GUTTERS

02775 ASPHALT CONCRETE SIDEWALKS

02776 PORTLAND CEMENT CONCRETE PAVEMENTS REPAIR

02780 MISCELLANEOUS SIDEWALKS

02781 PRECAST SIDEWALKS AND PAVERS

02784 BITUMINOUS TACK COAT

02785 CRACK SEALING OF ASPHALT CONCRETE PAVEMENTS

02786 SPRAY APPLICATIONS, SEAL COATS AND SURFACE TREATMENTS

02787 SLURRY SEALS

02788 COLD MILLING OF BITUMINOUS PAVEMENTS

02789 BITUMINOUS REJUVENATION

02790 COLD MIX RECYCLING

02791 CENTRAL PLANT HOT-MIX RECYCLING

02810 LANDSCAPE IRRIGATION SYSTEM

02820 FENCES AND GATES

02821 STEEL CHAIN-LINK FENCING

02822 STEEL ROD AND BAR FENCING

02823 WROUGHT IRON ROD AND BAR FENCING

02824 PRECAST CONCRETE AND MASONRY FENCING

02825 PERMANENT WOOD FENCING

02826 SNOW AND OTHER TEMPORARY FENCING

02827 FARM-TYPE WIRE FENCING

02828 VINYL FENCING

02839 WOOD SCREEN FENCING

02840 ELECTRICAL TRAFFIC CONTROL SIGNALS

02845 TRAFFIC SIGNS

02880 PLAYING FIELDS

02885 RECREATIONAL FACILITIES

I-2

Attachment 1 FA4626-08-R-0001

02000 SITE WORK (Continued)

02900 LANDSCAPING

02910 TOPSOIL

02920 SODDING & SEEDING

02930 PLANTING

03000 CONCRETE

03000 CONCRETE

03105 CONCRETE FORMWORK

03205 CONCRETE REINFORCEMENT

03255 CONCRETE ACCESSORIES

03305 CAST-IN-PLACE CONCRETE

03320 CONCRETE TOPPING

03351 EXPOSED AGGREGATE CONCRETE

03352 RUSTICATED CONCRETE FINISHES

03353 SOLID BOARD CONCRETE FINISHES

03354 FLEXURAL CONCRETE

03362 SPECIALLY PLACED CONCRETE

03363 SECOND-POUR CONCRETE

03375 CONCRETE CURING

03480 MISCELLANEOUS PRECAST ITEMS

03510 GYPSUM CONCRETE DECKS

03520 INSULATING CONCRETE ROOF DECKS

03521 PRECAST LIGHTWEIGHT ROOF SLABS

03530 CEMENTITIOUS WOOD FIBER ROOF DECK SYSTEMS

03605 GROUT

03705 CONCRETE RESTORATION AND CLEANING

04000 MASONRY

04202 UNIT MASONRY

04205 BLOCK MASONRY

04210 BRICKWORK

04215 EXPOSED AGGREGATE SURFACE CONCRETE WALLS

04251 TERRA COTTA

04405 STONEWORK

04505 MASONRY RESTORATION

05000 METALS

05120 STRUCTURAL STEEL

05121 METAL STUD SYSTEM

05160 STEEL TRUSSES

05205 STEEL JOISTS

05305 STEEL DECK

I-3

05000 METALS (continued)

05500 METAL FABRICATIONS

Attachment 1 FA4626-08-R-0001

05501 ANCHOR BOLTS AND EXPANSION ANCHORS

05510 METAL STAIRS

05520 PIPE AND TUBE RAILINGS

05530 GRATING

05540 CASTINGS

05550 MISCELLANEOUS METAL BRIDGE COMPONENTS

05720 ORNAMENTAL HANDRAIL AND RAILINGS

05730 ORNAMENTAL SHEET METAL

05805 EXPANSION CONTROL

06000 WOOD AND PLASTIC

06000 CARPENTRY GENERAL

06100 ROUGH CARPENTRY

06111 LIGHT WOODEN STRUCTURES FRAMING

06115 SHEATHING, SIDING, AND SUBFLOORING

06135 WOOD TRUSSES

06145 TIMBER BRIDGE COMPONENTS

06220 MILLWORK

06410 CABINETS

06420 WOOD PANELING

07000 THERMAL AND MOISTURE PROTECTION

07110 BITUMINOUS WATERPROOFING

07111 BITUMINOUS MEMBRANE WATERPROOFING

07115 PLASTIC SHEET WATERPROOFING

07120 FLUID-APPLIED WATERPROOFING

07125 METAL WATERPROOFING

07130 BENTONITE CLAY WATERPROOFING

07140 METAL OXIDE WATERPROOFING

07160 BITUMINOUS DAMPPROOFING

07170 SILICONE DAMPPROOFING

07175 WATER-REPELLENT COATING DAMPPROOFING

07180 CEMENTITIOUS DAMPPROOFING

07192 BITUMINOUS VAPOR BARRIER FOR ROOFS

07193 LAMINATED SHEET VAPOR BARRIER FOR ROOFS

07194 POLYVINYL SHEET VAPOR BARRIER FOR ROOFS

07196 BITUMINOUS VAPOR BARRIERS

07197 LAMINATED SHEET VAPOR BARRIERS

07198 PLASTIC SHEET VAPOR BARRIERS

07210 BATT AND BLANKET BUILDING INSULATION

07211 LOOSE OR GRANULAR FILL INSULATION

07212 RIGID INSULATION

07213 PERIMETER INSULATION

07215 SPRAYED-ON INSULATION

I-4

07000 THERMAL AND MOISTURE PROTECTION (continued)

07223 ROOF INSULATION AND UNDERLAYMENT - CELLULAR GLASS

Attachment 1 FA4626-08-R-0001

07224 ROOF INSULATION AND UNDERLAYMENT -MINERAL FIBER

07225 ROOF INSULATION AND UNDERLAYMENT -COMPOSITE BOARD

07226 ROOF INSULATION AND UNDERLAYMENT - EXPANDED PERLITE BOARD

07227 ROOF INSULATION AND UNDERLAYMENT -FIBERBOARD

07228 ROOF INSULATION AND UNDERLAYMENT - POLYISOCYANURATE

07241 EXTERIOR INSULATION & FINISH SYSTEM

07256 SPRAYED-ON FIREPROOFING

07310 ASPHALT SHINGLES

07322 CONCRETE ROOFING TILES

07410 PREFORMED ROOFING AND SIDING

07412 AGGREGATE SIDING

07510 BUILT-UP ROOFING

07515 ROLLED ROOFING

07530 E.P.D.M. ROOFING

07535 C.S.P.E. ROOFING

07550 INVERTED ROOF SYSTEMS

07605 SHEET METAL FABRICATIONS

07610 METAL ROOFING STRUCTURAL SYSTEM

07650 GUTTERS AND DOWNSPOUTS

07705 ROOF ACCESSORIES

07810 INSULATED SKYROOF SYSTEM

07811 PLASTIC SKYLIGHTS

07812 METAL-FRAMED SKYLIGHTS

07900 JOINT SEALERS

07920 SEALANTS AND CAULKING

08000 DOORS AND WINDOWS

08110 HOLLOW METAL DOORS AND FRAMES

08120 ALUMINUM DOORS AND FRAMES

08210 WOOD DOORS

08310 AUTOMATIC SLIDING DOORS

08311 ALUMINUM AND WOOD SLIDING GLASS DOORS

08312 SLIDING FIRE DOORS - GENERAL

08330 COILING (ROLLING) DOORS

08350 FOLDING DOORS

08353 ACCORDION FOLDING DOORS

08355 FLEXIBLE DOORS

08360 OVERHEAD DOORS

08380 SOUND RETARDANT DOORS

08386 ALUMINUM SAFETY GLASS DOORS

08387 WOOD SAFETY GLASS DOORS

08390 STORM AND SCREEN DOORS

08412 ENTRANCES

08470 REVOLVING DOORS

08510 METAL WINDOWS

08520 ALUMINUM WINDOWS

I-5

08000 DOORS AND WINDOWS (Continued)

08610 WOOD WINDOWS

Attachment 1 FA4626-08-R-0001

08710 FINISH HARDWARE

08810 GLASS AND GLAZING

08920 ALUMINUM WINDOW WALLS/CURTAIN WALLS

09000 FINISHES

09220 STUCCO

09221 EXTERIOR FINISH

09260 GYPSUM WALLBOARD (DRYWALL)

09315 TILE FLOORING

09320 CERAMIC WALL TILE

09330 QUARRY TILE

09335 CAST STONE FLOOR TILE

09405 TERRAZZO

09510 ACOUSTICAL CEILINGS

09530 ACOUSTIC INSULATION AND BARRIERS

09535 SOUND ABSORBING PANELS

09560 WOOD STRIP FLOORING

09566 WOOD BLOCK INDUSTRIAL FLOORING

09570 WOOD PARQUET FLOORING

09596 GYMNASIUM FLOORING

09651 RESILIENT FLOORING - CEMENTITIOUS UNDERLAYMENT

09655 RESILIENT FLOORING

09658 VINYL BASE

09670 FLUID-APPLIED RESILIENT FLOORING

09675 CONDUCTIVE VINYL TILE FLOORING

09685 CARPETING

09686 CARPET TILE

09710 MAGNESIUM OXYCHLORIDE FLOORING

09720 EPOXY FLOORING

09740 HEAVY-DUTY CONCRETE FLOOR TOPPING

09791 STANDARD FLOOR TREATMENT

09792 FLOOR TREATMENT NON-SLIP COATINGS ON CONCRETE FLOORS

09793 FLOOR TREATMENT - REFINISHING WOOD FLOORS

09910 EXTERIOR PAINTING

09920 INTERIOR PAINTING

09941 PAINTING OF WATER STORAGE TANK INTERIOR SURFACES

09942 PAINTING OF WATER STORAGE TANK EXTERIOR SURFACES

09952 WALL COVERINGS

I-6

10000 SPECIALTIES

10155 COMPARTMENTS AND CUBICLES FOR SHOWERS AND TOILET ROOMS

10162 METAL TOILET PARTITIONS

Attachment 1 FA4626-08-R-0001

10163 SOLID PLASTIC TOILET PARTITIONS

10275 ACCESS FLOORING

10351 FLAGPOLES

10410 DIRECTORY AND BULLETIN BOARDS

10440 DOOR SIGNS

10475 SIGNS

10505 METAL LOCKERS

10520 FIRE EXTINGUISHERS, CABINETS AND ACCESSORIES

10605 WIRE MESH PARTITIONS

10615 DEMOUNTABLE PARTITIONS

10618 SECURITY SCREENS

10630 MOVABLE METAL PARTITIONS

10671 METAL STORAGE SHELVING

10805 TOILET ACCESSORIES

11000 EQUIPMENT

11130 UNDERGROUND FUEL STORAGE TANKS - REMOVAL

11140 UNDERGROUND FUEL STORAGE TANK - INSTALLATION

11162 PLATFORM AND DOCK LIFTS

11164 PLATFORM AND DOCK ENCLOSURES

11165 PLATFORM AND DOCK BUMPERS

11166 PLATFORM AND DOCK WARNING DEVICES

11167 PLATFORM AND DOCK GUARDRAILS AND POSTS

11260 CHLORINE CONTACT TANK

11261 DISINFECTION EQUIPMENT

11402 FOOD SERVICE EQUIPMENT

11452 REFRIGERATORS

11453 DISHWASHERS

11454 GARBAGE DISPOSERS

11455 RANGES AND OVENS

11456 CLOTHES DRYERS

11457 CLOTHES WASHERS

11460 UNIT KITCHENS

11490 GYMNASIUM EQUIPMENT

11496 TARGET FIRING RANGES (EXTERIOR)

11498 FIXED WOOD BLEACHERS (EXTERIOR)

11499 DEMOUNTABLE BLEACHERS (EXTERIOR)

11501 PAINT SPRAY BOOTH

12000 NOT USED

I-7

13000 SPECIAL CONSTRUCTION

13121 PRE-ENGINEERED STRUCTURES

13152 SWIMMING POOL ACCESSORIES

13221 WATER TREATMENT PLANT FILTERS

Attachment 1 FA4626-08-R-0001

13222 PRESSURE FILTERS

13322 FLOW MEASUREMENT DEVICES

13900 FIRE ALARM, FIRE PROTECTION DETECTION SYSTEMS GENERAL

13910 PORTABLE FIRE EXTINGUISHING SYSTEM

13920 DRY PIPE SPRINKLER SYSTEM, FIRE PROTECTION

14000 CONVEYING SYSTEMS

14245 PASSENGER ELEVATORS

14250 FREIGHT ELEVATORS

14400 LIFTS

14410 PERSONNEL LIFTS

14420 CHAIR LIFTS

14450 VEHICULAR LIFTS

14560 TRASH CHUTES

14602 OVERHEAD LIFTING DEVICES (Cableways, Cranes, Derricks, Hoists, Jacks, and Slings)

15000 MECHANICAL

15010 GENERAL PROVISIONS

15041 STERILIZATION OF POTABLE WATER SYSTEMS

15043 TESTING AND BALANCING, HVAC SYSTEMS

15050 BASIC MATERIALS AND METHODS

15060 PIPING

15080 SPECIALTIES, PIPING

15086 VACUUM BREAKERS

15087 SHOCK ABSORBERS

15088 WATER HAMMER ARRESTERS

15090 HANGERS, SUPPORTS, ANCHORS, AND SEALS

15100 VALVES

15110 DUCTWORK

15112 BACKFLOW ASSEMBLY

15120 PIPING ACCESSORIES

15133 HVAC REFRIGERANT PIPING, VALVES, ACCESSORIES, AND TESTING

15160 PUMPS

15161 VIBRATION ISOLATION

15200 PIPING EQUIPMENT IDENTIFICATION

15210 DOMESTIC WATER PIPING SYSTEM

15250 MECHANICAL PIPING SYSTEM INSULATION

15251 WATER PIPING SYSTEM INSULATION

15253 REFRIGERANT PIPING INSULATION

15261 INSULATION FOR ABOVE GROUND PIPE

I-8

15000 MECHANICAL (Continued)

15262 INSULATION FOR UNDERGROUND PIPE

15270 SOIL AND WASTE PIPING

15275 PLUMBING FIXTURES AND TRIM

15281 BOILER FIREBOX INSULATION

Attachment 1 FA4626-08-R-0001

15290 DUCTWORK INSULATION

15300 JP4 FUEL HANDLING SPECIALTIES

15301 FIRE PROTECTION SYSTEMS

15401 INTERIOR PLUMBING

15451 STEEL TANKS

15452 PLASTIC TANKS

15475 POOL EQUIPMENT

15481 COMPRESSED AIR EQUIPMENT

15520 STEAM & CONDENSATE PIPING

15556 FIRE TUBE BOILERS

15557 WATER TUBE BOILERS

15558 HIGH TEMPERATURE WATER BOILERS

15560 CLEANING OF BOILERS

15565 FIREBRICK FIREBOXES FOR BOILERS

15566 FIREBRICK FOR INSULATION OF BOILER FIREBOXES

15571 OIL-FIRED AND GAS-FIRED BURNERS FOR BOILERS

15573 DRAFT CONTROL EQUIPMENT

15576 BREECHING

15577 STACKS

15580 BOILER FEEDWATER EQUIPMENT

15581 NATURAL GAS SYSTEMS

15585 GAS METERS AND REGULATORS

15590 FUEL HANDLING SYSTEMS

15610 WARM AIR FURNACES

15621 GAS UNIT HEATERS

15622 OIL UNIT HEATERS

15650 COMMON REQUIREMENTS FOR AIR CONDITIONING

15651 SUMMARY OF WORK FOR AIR CONDITIONING

15661 AIR COOLED CONDENSING UNITS

15670 CONDENSERS

15680 REFRIGERATION

15683 REFRIGERATION SPECIALITIES

15712 FORCED DRAFT AND INDUCED DRAFT COOLING TOWERS

15751 COILS

15755 HEAT EXCHANGERS

15758 STEAM CIRCULATING SYSTEM

15760 STEAM AND HOT WATER UNIT HEATERS

15765 CLEANING OF HEAT EXCHANGERS

15781 PACKAGED HEATING AND COOLING UNITS

15782 PACKAGED HEAT PUMPS

15800 HUMIDITY CONTROL EQUIPMENT

15830 RADIATORS

15840 INDUCTION UNITS

I-9

15000 MECHANICAL (Continued)

15855 AIR HANDLING UNITS

15860 CENTRILFUGAL FANS

15865 AXEL FLOW FANS

15871 POWER ROOF VENTILATORS

15881 DIFUSSERS AND REGISTERS

15886 AIR CLEANING DEVICES

Attachment 1 FA4626-08-R-0001

15887 TAILPIPE EXHAUST EQUIPMENT

15890 AIR DISTRIBUTION DUCT SYSTEM

15903 TEMPERATURE CONTROL SYSTEM (DDC based)

15916 CONTROL AND FIRE DAMPERS

15915 ENERGY MONITORING AND CONTROL SYSTEMS

15920 SOUND ATTENUATORS

15951 CONTROL DEVICES FOR MECHANICAL EQUIPMENT

16000 ELECTRICAL

16050 BASIC ELECTRICAL MATERIALS AND METHODS

16051 WIRING SYSTEMS EQUIPMENT

16130 CONDUCTORS

16140 BOXES

16150 GUTTER DEICING SYSTEMS

16211 MOTOR GENERATOR SETS - REPAIR & MAINTENANCE

16310 ELECTRICAL DISTRIBUTION SYSTEM SUBSTATION EQUIPMENT

16320 TRANSFORMERS

16321 ELECTRICAL DISTRIBUTION TRANSFORMERS

16350 HIGH VOLTAGE DISCONNECTING DEVICES

16370 OVERHEAD ELECTRICAL DISTRIBUTION SYSTEM

16375 UNDERGROUND ELECTRICAL DISTRIBUTION SYSTEM

16390 ELECTRICAL DISTRIBUTION SYSTEM GROUNDING

16411 ELECTRICAL DISTRIBUTION SYSTEM CAPACITOR BANKS

16415 ELECTRICAL DISTRIBUTION SYSTEM VOLTAGE REGULATORS

16440 INTERIOR LOW-VOLTAGE DISCONNECTING DEVICES

16470 PANELBOARDS AND LOAD CENTERS

16480 ELECTRIC MOTORS

16501 POLES FOR STREET AND AREA LIGHTING SYSTEMS

16502 BALLASTS AND TRANSFORMERS

16503 STREET AND AREA LIGHTING CONTROLS

16510 LUMINARIES

16515 INTERIOR LIGHTING

16600 LIGHTING PROTECTION SYSTEM

16611 UNINTERRUPTIBLE POWER SYSTEM (UPS)

16640 CATHODIC PROTECTION OF STEEL WATER TANKS

16641 CATHODIC PROTECTION SYSTEMS FOR UNDERGROUND UTILITIES

16721 FIRE DETECTION AND ALARM SYSTEMS

16730 CLOCK AND PROGRAM SYSTEMS

I-10

16000 ELECTRICAL (Continued)

16770 PUBLIC ADDRESS EQUIPMENT

16865 INSTITUTIONAL ELECTRIC HEATING EQUIPMENT

16870 ELECTRIC UNIT HEATERS

16901 CENTRAL MONITORING, CONTROL, AND INSTRUMENTATION

16995 FIBER OPTIC DATA TRANSMISSION SYSTEM FOR EMCS

Attachment 1 FA4626-08-R-0001

I-12

SECTION 01000

TERMS & CONDITIONS

1.0 TERMS EXPLAINED:

1.1 SABER CONTRACT: A contract designed to expedite contract execution of certain Civil Engineering requirements. A SABER contract includes a collection of detailed task specifications encompassing most types of real property maintenance, repair, and construction, based on a detailed Unit Price Book (UPB). This contract will use the most current RSMeans Facilities Construction Cost Data book. The values from the book used will be the total bare costs adjusted to the Great Falls City cost index.

1.2 COEFFICIENT: The coefficient is the price multiplier supplied by the contractor representing the Contractor's mark-up.

1.3 MULTIPLIER: The City Cost Index (CCI), and the task order coefficient.

1.4 TASK ORDER (TO): A TO is the contractual instrument issued by the Government to the Contractor to order work under a SABER contract. A SABER TO is issued unilaterally after negotiations with the Contractor. Each individual TO becomes, in effect, a fixed-price lump sum contract, and is administered accordingly. A separate notice to proceed (NTP) is issued for each individual TO.

1.5 COMPUTERIZED PRICING GUIDE (CPG): The CPG is a computerized version of the RSMeans price books listed in paragraph 1.6 below. The RSMeans computerized database is provided by the computerized estimating program (CEP) vendor, and are compatible with the CEP. The RSMeans “Facilities Construction Electronic Database 2006" (or latest version) will be used on this contract:

1.6 UNIT PRICE BOOK (UPB): The UPB is a compilation of prepriced work tasks. This contract will utilize the 2006 Facilities Construction Cost Data RSMeans Price Book with updates as published by Means (this book is supplied with the CPG and is used as a graphical adjunct to the CPG):

1.7 LINE ITEM: An item or system denoted in the UPB by a unique line item number.

1.8 COMPUTERIZED ESTIMATING PROGRAM (CEP): The CEP is a computerized estimating/pricing program which works with the CPG. This contract will utilize the WinEstimator Inc. program as follows:

1.8.1 WinEst, RSMeans Facilities Construction Electronic Database 2006 (or latest version available)

1.9 NON-PRICED ITEMS (NPI): An NPI is an item not included in the SABER UPB/CPG, but within the basic intent and general scope of the contract. NPI's must be negotiated prior to issuance of the task order.

1.10 REMOTE SITE: Any location not within the confines of Malmstrom AFB proper. Any location within the missile complex is considered a remote site.

1.11 BARE COSTS: The cost of a line item without any multiplier.

1.12 NOTICE TO PROCEED (NTP). Written notice from the government stipulating the start date of the TO’s construction performance period.

2.0 POLICIES:

2.1 TASK ORDER LIMITATIONS: Individual task orders shall not exceed statutory limits established in AFI’s.

2.2 UNIT PRICE BOOK / COMPUTERIZED PRICING GUIDE: Line item pricing shall be based on the "Bare Cost Total" column of the Facilities Construction Cost Data Means Price Book. The line items in the databases will be "localized" with the City Cost Index for Great Falls, Montana, applied by division. Items of work required that do not fall under the CPG (NPI's) will be subject to negotiation on each task order. Such items will comprise the Local Computerized Pricing Guide (LCPG) and will be added for the life of the contract. Option year adjustments to the LCPG items shall be as outlined in paragraph 2.5 ADJUSTMENTS FOR OPTION YEARS. If new "RSMeans items" added to database during annual updates are suitable replacements for existing "LCPG items", the "RSMeans" items will be used, and the "LCPG items" deleted from the database.

Attachment 1 FA4626-08-R-0001

2.2.1 Selective demolition line item: The removal of material with no concern for its replacement. If a line item can be found in the UPB for selective demolition, that line item will be used. If there is no line item for selective demolition, the Contractor will locate the line item for the installation of the item in the UPB. Then the Contractor will create an alternate prepriced line item by removing the cost for the material, and the remaining amounts in labor and equipment will be multiplied by 50%. This will be used as the means to demolish that item.

This line item will be prepriced. If the line item cannot be found in the UPB, the demolition will be an NPI.

2.2.2 Removal and reset line item: An item that is to be removed and then put back/installed without damaging the item. If a line item can be found in the UPB for removal and resetting, that line item will be used. If there is no line item for removal and resetting, the Contractor will locate the line item in the UPB. Then the Contractor will create an alternate prepriced line item removing the cost for the material, and the remaining amounts in labor and equipment will be multiplied by 150%. This will be used as the means to remove and reset that UPB line item. This line item will be prepriced. If the line item cannot be found in the UPB, the removal and resetting will be an NPI.

2.2.3 Removal and replacement line item: An item that is to be removed and then replaced with a new item. If a line item can be found in the UPB for removal and replacement, that line item will be used. If there is no line item for removal and replacement, the Contractor will locate the line item in the UPB. Then the Contractor will create an alternate prepriced line item leaving the cost for the material as is, and the remaining amounts in labor and equipment will be multiplied by 150%. This will be used as the means to remove and replace that UPB line item.

This line item will be prepriced. If the line item cannot be found in the UPB, the removal and replacement will be an NPI.

2.3 NON-PRICED ITEMS (NPI's): NPI's not covered in the pre-priced UPB but within the scope and general intent of the contract and necessary to complete the requirements of a specific task order may be negotiated and incorporated into the task order by the Contracting Officer. These non-prepriced line items (NPI’s) shall only be allowed if the Government deems that an appropriate line item is not provided by the pre-priced UPB.

The pricing coefficient bid by the contractor for prepriced items shall be applied to non-pre-priced items. Contractor shall submit for each proposed non-prepriced item, a minimum of three (3) price quotations from verifiable sources.

Previously non-prepriced work items shall subsequently be added to the basic tasks as defined and priced in the UPB. Non-prepriced items or work shall be so noted on each TO.

2.4 COEFFICIENT: The coefficient is the price multiplier representing the Contractor's mark-up. Work tasks in the CPG/UPB (see paragraphs 1.4 and 1.5) represent in-place bare costs (labor, material, and equipment without any additional prime contractor/subcontractor markups). The "bare cost" for the work tasks multiplied by the appropriate "city cost index" for Great Falls, Montana, are multiplied by the coefficient to arrive at the actual price for a unit of work.

2.4.1 The coefficient will be expressed as a decimal number with "1.0" representing "net", a value of "0.98" would be a "decrease from" bare cost, and a value of "1.10" would be an "increase to" bare cost. The coefficient includes such elements as overhead, profit, bond premiums, insurance and all other contingencies in connection therewith. The coefficient must also be inclusive of cost for design, clean up, mobilization of workers, tools and all equipment to the worksite, special clothing for workers, general worksite cleanup, insurance for employees, portable toilets, temporary barricades, flag persons, appointment scheduling of work, additional supervision, a safety representative and paperwork fees associated with a particular task order. The coefficients are to remain unchanged throughout the life of the contract, which includes the basic contract period and all option periods.

NOTE: Since the coefficients are to include all overhead and indirect costs as listed above, numerous items within the Hier4 listing system of the RSMeans price books/computerized databases will not be applicable nor used on this contract. This includes the work represented by line items beginning with numbers (as listed in the 2007 RS Means Pricing Guide):

0111, 0121, 0131, 0132, 0142, 0151, 0152, 0154, 015613.60, 015623, 015632, 01712319, and 0174.

Additionally, the following line items in the RS Mean Price book will be considered NPI’s, starting with numbers:

024114.19

Attachment 1 FA4626-08-R-0001

2.4.2 Equipment rental will be used only if two requirements are met. First it must be a large specialty construction item such as a crane. Secondly, the line item being used cannot have an equipment cost included in it.

Mobilization and demobilization of equipment will only be paid for TO’s at remote sites in the missile complex.

For these TO’s only one Mob and demob of large equipment will be paid for.

2.4.3 The government may request design drawings stamped by a Professional Engineer (PE) for any delivery orders issued. If stamped drawings are requested, then the minimum line items for the appropriate discipline contained in R.S. Means Section 011131.30, Engineering Fees, will be included in the cost of the delivery order. Maximum line items will not be used. This section applies only when stamped drawings are requested.

2.5 ADJUSTMENTS FOR OPTION YEARS:

2.5.1 Coefficient(s): The coefficients will not be updated during the course of the contract, since individual line items will be updated annually. (see paragraphs 2.5.3 and 2.5.4)

2.5.2 The Contractor(s) shall keep a "maintenance contract" on any copies of the WinEst Software in his use. The maintenance contract will provide for periodic software updates and technical support. The software updates generally incorporate new features to the programs, correct problems with previous version, etc.

2.5.3 The RSMeans Database will be updated annually. These updates reflect changes to labor, material, equipment, and subcontractor prices, and will affect only "RSMeans" line items, not "LCPG items". Three sets of updates to the RSMeans Databases/Price Book will be provided to the Government by the Contractor(s).

2.5.4 The bare cost of "LCPG Items" will be updated annually based on variations of the national average Construction Cost Index (CCI) as published in the McGraw Hill publication ENR (Engineering News Record). The following equations will be used to determine the adjustment to the "User Added Items":

Cn = Cp × f

Where Cn = New Cost Cp = Prior Cost f = Adjustment factor f = CCIc ÷ CCIp

Where CCIc = Current Construction Cost Index (for the month prior to the effective date of the contract option period)

CCIp = Prior Construction Cost Index (for the week, month, and year of the initial contract award)

Adjustments for option years will be based on the change in CCI from the previous year.

Following are examples of the change in a hypothetical user added line item:

Item Number: 151-999-9999

Item Description: Install muffler bearing

Unit of Measure: EA

Unit Bare Cost: $ 12.45

Attachment 1 FA4626-08-R-0001

Time Current Prior f Prior Current

Period CCIc CCIp Factor Cost Cost

Base 5,175.2 ÷ N/A = N/A × N/A = 12.45

Option 1 5300.0 ÷ 5,175.2 = 1.024 × 12.45 = 12.74

Option 2 5500.0 ÷ 5300.0 = 1.038 × 12.74 = 13.22

Option 3 5450.0 ÷ 5500.0 = 0.991 × 13.22 = 13.10

Option 4 5640.0 ÷ 5450.0 = 1.035 × 13.10 = 13.56

2.6 TASK ORDER DESIGN & NTP TIMELINES: After a proposal has been accepted by the government the contractor will have a specified number of days to provide 100% design drawings. This timeline will typically run from 5 to 20 working days and will be specified in the TO’s RFP cover letter. Disapproved 100% design drawing submittals will not meet the 100% design requirement. After the TO is signed the contractor will have 10 working days to obtain bonding. This is to be done concurrently with the design drawings. After the bonding is obtained or the design drawing deadline has been reached, which ever is longer the NTP will be issued for the next working day.

A NTP will be issued regardless of the status of the 100% design drawings.

END OF SECTION

Attachment 1 FA4626-08-R-0001

SECTION 01010

GENERAL REQUIREMENTS

SUMMARY OF WORK:

1.1 DESCRIPTION: The project consists of furnishing all labor, materials, and equipment required for a broad range of maintenance, repair, and minor construction work on various real property facilities on base, including Military Family Housing areas and Minuteman Missile Facilities at Malmstrom Air Force Base, Montana. The work is required in support of 341st Civil Engineering Squadron SABER Section (341 CES/CECS) activities headquartered at Malmstrom AFB, Montana. The government will define the scope of individual projects with a 35% design at minimum. From this design the contractor must complete the design and develop a cost estimate to meet customer requirements for each identified project. The contractors will have set delivery periods to provide completed cost estimates to the government. These timelines are as follows and are determined by the SABER section:

Date contractor receives RFP: Proposal is due to government in:

28-29 September 24 hours

21-27 September 2 Calendar days

1-20 September 5 Calendar days

1-31 August 7 Calendar days

1 October – 31 July 10 Working days

Projects deemed complicated 15 Working days

Initial design drawings are also required within this timeframe. These drawings do not have to be 100% design quality but they must be complete enough to be able to quantify items and negotiate the task order.

Each construction project will be awarded by a Task Order (TO) issued against the basic contract and specifying work in support of real property maintenance, repair, alteration, and new construction. The Base Civil Engineer (BCE) will identify construction tasks required to complete each specific job and the Contracting Office (CO) will issue request for proposals (RFPs) and award individual TO’s to the contractor with the best submission to complete the job. The best submission is determined by the government based upon cost and overall design. The government reserves the right to either competitively bid each TO or give the RFP directly to the contractor with the lowest coefficient and negotiate a cost for the TO with that contractor.

There is no fiscal cap on individual task orders other than those set by Air Force Instructions (AFIs 32-1032, 32- 1022, and 32-6002). The service provider shall furnish all construction equipment, supplies and material needed to perform the work unless otherwise stipulated in the task order (TO) specific statement of work (SOW).

Individual projects will vary in size, with the majority expected to be of a small to medium size. The jobs will include tasks in a variety of trades, such as excavation, demolition, concrete, masonry, road repair, carpentry, roofing, interior/exterior electrical, steam fitting, plumbing, sheet metal, painting, and welding. Commencement will be within 10 days of notice to proceed and duration of the contract will be 12 months, with four 12-month extensions to be executed at Government option. The minimum amount per year per contractor is $5,000. If the Government's requirements for services set forth in the solicitation do not result in orders in the amount described as "minimum", the event shall not constitute the basis for an equitable price adjustment under this contract.

Attachment 1 FA4626-08-R-0001

1.2. – SERVICES TO BE PROVIDED

1.2.1 Technical Design Support Services: Each service provider shall provide project design services.

Areas of required design competence shall include, but are not limited to: architectural, structural, mechanical, electrical, and drafting/surveying capabilities. Individual projects will vary in size and scope, with the majority expected to be of a small to medium size. Minimal design effort is defined as the capability to provide builder’s plans of the type routinely developed in commercial practice and/or as provided and supplemented by industry such as pre-engineered building manufactures, major heating ventilation and air conditioning equipment suppliers, fire suppression system suppliers and similar industry standards. The Contractor’s staff shall include at least one registered Professional Engineer (PE) who is well versed in multi-discipline design and construction.

The Contractor must demonstrate design capabilities of providing quality, cost effective small scale design efforts for multiple task orders simultaneously and within the time constraints established in the SABER specifications.

Designs shall comply with current applicable building codes, and with applicable Air Force Instructions, Design Guides and Engineering Technical Letters as well as all applicable Federal and State Regulations. The contractor will be provided with the Government’s initial concept design and Statement of Work (SOW) for each TO. The Contractor shall then be responsible for further development of the government’s concept design to a point where his designs/drawings clearly indicate the proposed method of accomplishing the work, as well as the description, size, and location of all proposed elements of work. The Contractor’s design must comply with the government’s concept design requirements as well as all governing codes and SABER Technical Specifications.

Project estimates will be prepared accurately and timely using the RSMeans Facilities Construction Cost Data Book to calculate the material and labor portion of projects. Proposals will be submitted using the WinEstimator program.

Total project costs will be a combination of RSMeans labor, equipment and material plus application of the Great Falls city cost index. This is then multiplied by a standard coefficient, supplied by the service providers. The bid coefficient will remain unchanged during the life of the contract.

The offerors proposed coefficient is to cover cost elements such as overhead, profit, design costs, G&A expenses, bond premiums, gross receipts taxes and all the sections in RS Means as specified in section 01000 of the SABER specifications.

The Contractor shall be capable of limited surveying to layout the project work sites to perform his work. Where grading or drainage are involved, drawings shall clearly indicate both existing and new spot elevations.

The Contractor shall be capable of limited surveying to layout the project work sites to perform his work. Where grading or drainage are involved, drawings shall clearly indicate both existing and new spot elevations.

1.2.2 Construction Services: Execute approved and funded construction projects. Perform construction within facilities in support of non-RIPE equipment to meet customer needs and expectations. The service provider shall work closely with the in-house civil engineering SABER section to plan, schedule and complete all work as an integrated team. Completed work shall provide cost effective, functional, serviceable facilities that foster a safe and productive work or living environment. All work shall be in strict compliance with project and contract documents to provide quality products in compliance with plans and specifications.

1.2.3 Project Management: As a minimum, the Contractor(s) shall maintain the following management and technical support capabilities at Malmstrom AFB, SABER office throughout the duration of this contract:

1.2.3.1 Contractor’s Project Manager (CPM) – Provide overall contract management of the prime contract to include subcontract purchasing and administration, contractor review of material submittals and shop drawings, full authority to develop cost proposals, negotiate, and sign delivery orders, supervise individual project superintendents, and attend all joint Government/Contractor status meetings as well as site visits, pre-performance conferences, pre-finals, and final inspections. CPM must have a minimum of 5 years of project management experience. The CPM must be available and able to get to on base construction sites within 1 hour during normal duty hours on request. The CPM must be available within 2 hours during non-duty hours.

1.2.3.2 Drafting – Drafting support must be capable of producing accurate and complete proposal and construction drawings for several task orders simultaneously within the time constraints specified in the SABER specifications. The CADD operator(s) shall be on site and shall have a minimum of three years experience operating CADD software.

Attachment 1 FA4626-08-R-0001

1.2.3.3 Cost Estimating/Negotiating – Provide estimating and negotiating support with experience in development of detailed quantity take-off and cost estimates for multi-discipline commercial construction projects.

1.2.3.4 Site Superintendence – Provide on-site superintendence for multiple, simultaneous delivery orders. Site supervision shall include a minimum of twice daily visits to each active project site, submission of detailed weekly progress reports for each task order, and coordination of subcontractors and material suppliers, and attendance at all site visits, pre-performance conferences, pre-final, and final inspections.

Superintendent will have a minimum of three years experience as a superintendent for similar type work.

1.2.3.5 Quality Control and Safety Management: The Contractor shall provide a Quality Control Manager (QCM) to provide quality control and safety management for multiple, simultaneous delivery orders. The QCM shall perform a minimum of twice daily visits to each active project site to ensure full compliance with all safety requirements, verification that the work and materials in place and stored on site are in accordance with the approved construction drawings, shop drawings, and material submittals. The QCM shall take daily field notes recording activities at each project site, prepare and coordinate material submittal sheets and shop drawings submittals, prepare quality control reports, attend all pre-final and final inspections, and schedule and coordinate testing procedures. Quality control and safety management should be carried out by someone other than the CPM or site superintendent. QCM will have a minimum of three years experience as a quality control manager.

1.2.3.6 Design – Design support must be capable of producing accurate and complete proposal and construction drawings for several task orders simultaneously within the time constraints specified in the SABER specifications. Design support must have previous experience in building design and basic knowledge of architectural, civil, structural, mechanical, and electrical design and cost estimating. A registered PE shall be on staff and available to support work requiring their knowledge, skills, and abilities.

1.2.3.7 Required experience and skill levels shall be maintained throughout the duration of the contract. When personnel changes are required, resumes and a revised organization chart shall be submitted to the CO for approval.

1.3 MOBILIZATION TO REMOTE SITES: Minuteman Missile Alert Facilities (MAF's) are considered "remote sites". As the mileage to these facilities from the base varies from 30 to 150 miles, and the crew and equipment requirements can be different for each project, mobilization costs will be negotiated on a task order by task order basis for remote site work. No mobilization charges will be assessed on task orders assigned to support the base.

1.4 CONTRACTOR FURNISHED EQUIPMENT/SUPPLIES: The Contractor awarded this contract will be required to provide the following items:

1.4.1 Computerized Pricing Guide / Unit Price Book Updates: The Contractor shall provide three (3) sets of annual updates of the RSMeans Composite Data Bases (which are supplied with 1 set of the Means Facilities Construction Cost Data Book for each set of databases). A RS Means Facilities Construction Cost Data Book only will also be provided to the contracting office. These will be provided at the beginning of the base contract year (2008 Means update), and at the beginning of each exercised option year (See Section 01000, Terms & Conditions for listing).

1.4.2 Computerized Estimating Program (Cep): The CEP is a computerized estimating/pricing program which works with the CPG. This contract will utilize the WinEstimator Inc. program.

2.0 REFERENCE STANDARDS AND PUBLICATIONS: The standards and publications listed in each section of these specifications form part of these specifications to the extent referenced. The Contractor shall conform with the provision of the latest issue of the listed standard or publication. All construction work performed under this contract shall comply with Air Force Instructions, (AFI).

2.1 BUILDING CODES: As a minimum, the most current revision of the following Building Codes shall be used for all construction under this contract. The most current editions and supplements of these standards shall apply. If there is a conflict between these codes and regulations, the most stringent requirements apply at all times.

A. International Building Code

B. International Mechanical Code

Attachment 1 FA4626-08-R-0001

C. Uniform Plumbing Code

D. National Electric Code

E. National Fire Protection Code

3.0 WORKING HOURS: The normal hours of work on the military installation are from 0715 to 1615 hours, Monday through Friday, excluding federal holidays. Access to work sites may be restricted to these hours and days.

All other hours shall be considered non-standard time price and multiplied by the appropriate coefficient. Work during non-standard hours not specified as required by the Contracting Officer (solely for the benefit of the Contractor) will be priced from the standard time price and multiplied by the appropriate coefficient. The Contractor must notify the Contracting Officer three work days in advance of his/her intention work during non-standard hours, to allow assignment of additional inspection forces when the C.O. determines that they are reasonably available. The costs of inspection during these periods will be borne by the Contractor. The Government only recognizes the following legal holidays established by federal statute:

New Year's Day, 1 January Martin Luther King Day, third Monday in January President’s Day, third Monday in February Memorial Day, last Monday in May Independence Day, 4 July Labor Day, first Monday in September Columbus Day, second Monday in October

Veteran's Day, 11 November Thanksgiving Day, fourth Thursday in November Christmas Day, 25 December

4.0 COMMUNICATIONS: The contractor is required to provide a means of mobile communications (i.e. cellular phone and/or pager) for the project manager and site superintendent for the life of the contract. Provide correct and current instructions with phone numbers for reaching the contractor to the Contracting Officer.

5.0 WORK INTERRUPTIONS AND DELAYS: The contractor may be required to temporarily stop work for operational requirements or while Distinguished Visitor (DV) visits/tours are conducted.

6.0 REQUEST FOR PROPOSAL: On each Task order (TO) the Contractor will be provided with a written Statement of Work (SOW) which describes the work to be preformed, a submittal schedule, preliminary sketches outlining the location/general arrangement of the project, performance period, intermediate milestones (i.e.

completed design drawing performance period, or timelines for phased projects), and any other pertinent information. From this data, the Contractor shall prepare the proposal. The project design given to the contractor will be at 35%, as a minimum. The drawings provided to the contractor can vary in quality from sketches to drawing in AutoCAD format. At the option of the government a blanked estimate in Winest format may be provide to the contractor.

7.0 SITE VISIT: within 2 working days of the contractor’s receipt of any request for proposal, the Government and the Contractor will conduct a scope validation and site visit for each task order. Discussions may include, but are not limited to: scope of work, method of construction, sequence of operations, progress schedule, means of access to project site, delivery and storage of materials and equipment; work restrictions; coordination requirements, project goals, liquidated damages, and potential difficulties/problems.

8.0 ON-SITE CONDITIONS: Drawings showing the location of equipment, piping, etc., are diagrammatic and may not show every detail required. In addition, site conditions will not always permit installation in the locations shown. Drawings showing equipment, piping, ducts, conduit, etc., to be removed, altered, or installed may require deviation from the configuration of the demolition or installation drawings due to existence of conflicting ducts, conduits, hangers, light fixtures, structural items, etc. All such minor details of work which are not shown on the drawings, as well as such items not specifically mentioned in the specifications, but which are essential and necessary for the completion of the work, and to make all systems or equipment operational, shall be considered as incidental and shall be included as part of the work. When this situation occurs, the final placement of permanently installed items shall be subject to approval by the CO. The Contractor shall be responsible for inspecting to his satisfaction all areas/items of possible conflict. Failure to verify the dimensions and locations will be at the

Attachment 1 FA4626-08-R-0001 contractor’s risk and shall not relieve the contractor from accomplishing the work required by the task order at the price awarded by the government.

9.0 PROJECT PROPOSAL: For every Request for Proposal (RFP) associated with a new task order (TO), the Contractor shall provide a proposal within the prescribed time frame and requirements as set forth in the RFP. Once reviewed and accepted by the government, the proposal and associated cost proposal shall be binding to the contract and task order. The proposal shall include, but is not limited to, a cover page or pages, project cost estimate, design assumptions, operational concerns, and calculations (as needed), drawings, construction schedule, and material submittals schedule. The contractor’s proposals shall be complete and concise. The cover page or pages shall include project title, total project cost, list of assumptions, list of requirements, performance period, material lead times, and any special considerations such as request for winter exclusion, phasing of construction, etc. The project cost is to be provided in both hard copy and electronic copy using the WinEstimator software. The cost proposal must be broken down using the location codes established within the task order’s statement of work. The blank estimate provided includes line items the government used to develop its cost estimate. The contractor can choose to use the same line items but is not limited to these line items. The detailed design drawings are to be created using AutoCAD Version 2006. These drawings, along with CD copies of the drawing file(s), will be submitted along with his/her proposal. Design calculations are required to substantiate appropriate equipment or material selection/ sizing, component assembly, and proposed layout and sizing of utilities and structural elements. The Contractor shall at a minimum supply the following calculation:

Mechanical: HVAC load analysis and unit sizing, pipe sizing, and duct sizing.

Electrical: Electrical system capacity, conductor, conduit, protective devices, and other equipment sizing.

Structural: Structural system and foundation sizing.

Pavement/Site Work: Area run-off quantities, drainage capacities, and grading slopes.

10.0 CONTRACTORS DESIGN DRAWINGS: The number of drawings on each task order will vary from one (1) sheet on simple projects to approximately six to ten (6 - 10) sheets on new building projects (i.e. Cover Sheet, Demolition Plan, Site Layout/Utilities, Building/Foundation Plan, Structural Details, Elevations, Mechanical Layout, Electrical Layout, etc.). Drawings shall be on 24" x 36" title block sheets. The Contractor will have access upon request to any existing facility drawings on file in the Civil Engineering drafting vault and to existing AutoCAD generated base map drawing files, solely for the purpose of copying relevant details in the preparation of the Detailed Design Drawings. The design drawings shall be updated to reflect as-built condition, and following approval of same, final reproducible drawings (mylars) and one (1) CD copy shall be turned over to the Government. As necessary and/or requested by the government a certified professional Engineer must stamp and sign drawings. (i.e. fire suppression system, HVAC design, structural design). The timeline for submittal of 100% design drawings are per section 01000 part 2.6.

11.0 WORK CLEARANCE REQUEST: The Contractor shall prepare an AF form 103 (work clearance request) commonly referred to as a digging permit, prior to any excavation. The Contractor shall provide drawings and details showing exact location and description of the type of excavation to be accomplished. Should any one of the coordination points indicate an additional underground utility or structure over and above those shown on the contract drawing either by sketch on the Contractor's drawing, by field pointing or by flagging, the Contractor shall be responsible for protection of each of the items indicated. Should damage occur to any of the items indicated by the Contractor, contract drawings or coordinating agency to the permit, the Contractor shall be responsible for prompt repair of the damage to return the item to its original workable condition. Contractor shall adhere to base policy on marking and layout of project site.

12.0 INSPECTION: There will be one Primary Government Inspector assigned to inspect for compliance. An alternate Inspector may also be assigned and may perform all inspection duties in the absence of the Primary Inspector. The Inspector will be the spokesman for compliance with the specifications and drawings.

Controversies between the Inspector and the Contractor will be resolved by the Contracting Officer. If for some reason a change in Inspectors is required, the Contractor will be notified. The Contractor shall coordinate Contractor activities with the SABER Office.

13.0 QUALITY CONTROL:

Attachment 1 FA4626-08-R-0001

13.1 QUALITY CONTROL PROGRAM: The Contractor bears full responsibility for quality control, safety and environmental stewardship on all project sites. The Contractor shall comply with the Quality Control Provisions as specified herein. The Contractor shall perform all Quality Control inspections and/or testing required by this contract unless specifically designated to be performed by the Government. The Quality Control system must consist of 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 may refuse to allow construction to start if an acceptable interim plan is not furnished. The Quality Control Program specifically and exclusively relates to the acceptable completion of work and subsequent government inspections and approvals. It is the Contractor’s responsibility to provide, inspect, and document the level of quality that has been established by the minimum standards of the SOW and the individual TOs.

13.2 QUALITY CONTROL PLAN:

13.2.1 General. Prior to the start of construction, the Contractor's Quality Control Plan shall be submitted for acceptance. Construction will be permitted to begin only after approval of the contractor's Quality Control Plan or approval of that portion of the plan applicable to the particular feature of work to be started. The Contractor's Quality Control Plan shall identify the personnel, procedures, instructions, records, forms, and as a minimum, shall include the following:

(a) A description of the Quality Control…

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