01_11_00.00_50_Revised_12.13.2017.pdf

AC PHASE 1 RTA SUBMITTAL AVIATIONCOMPLEX

Revised 12.13.2017

SECTION 01 11 00.00 50

SUMMARY OF WORK FOR NORFOLK DISTRICT PROJECTS

2/2013

PART 1 GENERAL

1.1 SUBMITTALS

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

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submittals with an "S" are for inclusion in the Sustainability Notebook, in conformance with Section 01 33 29 SUSTAINABILITY REPORTING. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals Salvage Plan; G,

1.2 DEFINITIONS

a. Facility: The facility is located at a location to be specified by the Government within the Norfolk District Area of Operations:

CO: Contracting Officer or his authorized representative.

U.S. Army Corps of Engineers Norfolk District

1.3 WORK COVERED BY CONTRACT DOCUMENTS

1.3.1 Project Description

The work includes development of the site for future construction of hangar and administration facilities and construction of the Aviation Complex Phase-1 Site, Infrastructure and Ancillary Buildings project. The Phase-1 work effort includes constructing site supporting infrastructure, airfield apron, Taxiway Bridge, apron and taxiway lighting, parking lots, on-site circulation drives, 2 central electric buildings with generators, site utilities, an entry control facility, a fire pump house and storage tanks, high pressure fire water supply lines, vehicle and equipment storage canopies and garage building. Off-site improvements include secure communications duct banks and manholes, an Urban Assault Course Station #2,covered bleacher enclosures with integrated storage building, a sling load training site,access road improvements and training road turnaround.

The taxiway bridge is approximately 450 feet in length over wetlands and will connect to existing airfield runway to the new aircraft apron. The project will install perimeter security fencing. The project will include on-site electric, communications, water, sewer, and gas distribution and/or collection lines that will tie into utilities being constructed to the project site by others. It is anticipated that construction of the phase 2 building will overlap Phase 1 construction by approximately 180 days.

Refer to sequencing plans for additional information and subsection 1.7.3 PROJECT PHASING AND PERFORMANCE PERIOD for durations. During the period of potential overlap the Phase 1 contractor will retain the Right of Way for shared access to the project site, however coordination will be required due to the single project entrance and common laydown areas.

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1.3.2 Location

The work shall be located at the location to be specified by the Government within the Norfolk District Area of Operations. The exact location will be shown by the Contracting Officer.

1.4 PERSONNEL RESTRICTIONS

Personnel are limited to the immediate site areas and shall not enter buildings or facilities not involved in the work. All employees of the Contractor will be subject to all rules and regulations of the Facility which pertain to personnel. The Contractor shall erect fences and signs as specified and be responsible for the restrictions of all personnel. The Contractor's plans for restricting personnel access to the project site shall be submitted for approval as a part of the Safety Plan (Accident Prevention Plan). Facility access shall be restricted. Contractor shall comply with current security requirements. All vehicles shall be registered with the military police. Reference Special Requirements clauses for additional information on personnel restrictions specific to this project.

1.5 CONTROL OF CONTRACT DRAWINGS, SPECIFICATIONS AND DOCUMENTATION

The requirements for the handling of all documents shall beas follows:

The contract drawings, specifications, and documentation are "Property of the United States Government" and "FOR OFFICIAL USE ONLY". All documentation concerning this project remains the property of the United States Government. All materials associated with this project, whether electronic or paper format, must be imprinted with the following on each page of the drawings, on the cover page of specifications or reports and on the label of all magnetic media:

"Property of the United States Government, For Official Use Only (FOUO).

Copying, Dissemination, or Distribution to Unauthorized Individuals Prohibited."

In the event that drawings, specifications, reports or any related documentation for this project are separated or broken apart and distributed (either in hard copy or electronic format) the contractor shall be responsible for imprinting the above statement on each page of documentation which is released

Any company requesting documentation must:

a. Be a wholly owned and operated US company.

b. Have an established requirement for the information.

c. Maintain accurate records, subject to US Government review, of company personnel having access to this documentation.

d. Any person who has access to these drawings, documentation, and/or prints must be a United States citizen.

e. All subcontractors must also abide by the aforementioned policies.

f. Electronic distribution of documents is permitted, provided all requirements stated above are satisfied.

1.6 TRANSPORTATION FACILITIES

The Facility is served by an all weather surfaced road network and training road trails which are all deemed to be weight rated for road legal vehicles by the installation's Civil Engineering Division. Road(s) within the

SECTION 01 11 00.00 50 Page 2 e4ecedgg Polygon

Facility and vicinity of the site are for construction activities such as materials delivery and hauling proposed to be used by the Contractor.

These roads shall be subject to prior approval of the Facility authorities and such roads, if used, shall be maintained throughout construction and shall be restored to as good condition as existed prior to their use.

Maintenance of the roads shall be continuous throughout the duration of the project. Conditions of the roads shall be maintained in the original condition for the entire duration. The Contractor shall also construct, subject to approval, such temporary haul roads and bridges (such as temporary causeway for construction of the taxiway bridge) as may be necessary for conducting his work. Any such temporary construction shall be removed and the affected area restored to its original condition. All costs for the use of existing transportation facilities, for the construction of temporary facilities, and for maintenance, repair, removal and restoration shall be borne by the Contractor.

1.6.1 Use of Roads

Hard-surfaced roads from major and primary municipal roads serve the Facility. The movement of all vehicles within the Facility shall be confined to the roads designated in the plans or as approved by the Contracting Officer and shall comply with traffic regulations within the Facility. The Contractor shall keep all roads clear of all obstructions and free of mud and other foreign materials resulting from operations. The Contractor's vehicles shall at no time follow a vehicle closer than 50 feet, and all vehicles shall pull off the road and come to a complete stop when meeting emergency vehicles, or vehicles with flashing lights. Facility speed limits and traffic controls shall be observed.

Trails and training roads paved with aggregate link the construction site to hard surfaced roads. Aggregrate surfaces shall be maintained in a manner where they can be used by military training vehicles throughout the construction period. Closure of roads for construction purposes shall only occur if a schedule for such closure is submitted and approved in advance by the Contracting Officer as outlined in Section 01 50 00 Paragraph 3.5.

1.6.2 Road Restrictions

The movement of all vehicles within the Facility shall be confined to the roads designated and shall comply with traffic regulations within the Facility. Other roads may be used only with the approval of the CO.

1.6.3 Cleated Vehicles

Cleated vehicles shall not be moved over surfaced roads except at the immediate site of the area where they are to be used.

1.7 SPECIAL CONTRACTOR REQUIREMENTS

1.7.1 NOTIFICATION OF WORK IN DOMINION VIRGINIA POWER (DVP) ZONE

It shall be the responsibility of the Contractor to submit a "Notification of Work" form prior to performance of work that may come into contact with electrical distribution system components within DVP's zone of responsibility. Submission shall be required a minimum of 48 hours in advance of the scheduled work. DVP's zone of responsibility is defined as all primary lines (600 volts and above) and down to the first point of positive disconnection past the distribution transformer reducing the supply voltage below 600 volts. Provide copies of this notification to the

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COR, DVP Regional Operation Center (ROC)-757-857-2633(fax), DVP Kenneth Schutz-703-359-3210(fax) and the designated representative for the installation.

1.7.2 COORDINATION IN WORK AREAS

1.7.2.1 Occupied Work Area - Airfield Vicinity

The area where work is to be accomplished within vicinity of the airfieldwill be occupied during the work. Activities of the occupants of the scheduled work area shall not be interrupted or hampered in any way without prior written approval of the Contracting Officer and shall be subject to coordination and notification and approval requirements as specified by the Contracting Officer. It is expected than any closure or limitation of the operation of the airfield shall generally occur when the airfield is closed which would typically occur during nighttime hours.

1.7.2.2 Unoccupied Work Area - Main Development Site

The area where the Contractor is scheduled to perform the work for the main development site will not be occupied during the work, however, the Contractors work activities may affect other area(s) that are occupied. All work shall be in accordance with the approved Contractor's work plan.

1.7.2.3 Maintenance of Utilities

Any active utilities, including but not limited to electricity, gas, communications, water, sanitary sewer, storm sewer, heating, air conditioning, or any like service, that will require interruption or replacement in any occupied area affected as a result of the Contractors scheduled work activities, shall be temporarily provided by the Contractor at his own expense until the affected service is fully and permanently restored. All temporary method(s) of service replacement the Contractor proposes for use on this contract shall be approved by the CO prior to commencing the work.

1.7.2.4 Hours of Work

The normal work hours for construction shall be permitted to occur between 7AM and 7PM, Monday through Saturday, unless as established and approved by the Contracting Officer in the Contractor's Project Schedule. Any request to change these hours shall be made in writing to the Contracting Officer at least two calendar days prior to the desired day on which the change is to go into effect. The changed hours shall not go into effect until written permission has been received from the Contracting Officer.

Stage 7 work shall be accomplished during nightime runway closure period between the hours of 10 pm local time and 6 am local time. All construction equipment used during nighttime work operations must be returned to the contractors staging area prior to the runway opening at 6

am. All work areas must be returned to grading conditions described for work within the Zone of Frangibility prior to runway opening. The contractor shall perform cleanup and sweeping operation prior to turnover of the work area each morning. The COR and Airfield manager will perform and inspection of the work area no later than 5:30 am to ensure FOD removal.

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1.7.2.5 Existing Utility Location

Existing utilities must be located before doing any digging work on Facility. The Contractor shall be responsible to contact Miss Utility, obtain all necessary existing utility locations, which may be necessary to accomplish his work, and mark any utility lines in the immediate vicinity of his work. It shall be the responsibility of the Contractor to contact Miss Utilities at 1-800-552-7110 for locating commercial utilities 48 hours prior to digging operations.

1.7.2.6 Digging Permits

Contractor is responsible for obtaining all digging permits, including associated locating and marking services, in accordance with installation and local requirements, at no additional cost to the Government.

"Clearance Permits for Digging', must be obtained before doing any work on Facility. The Contractor shall be responsible to obtain all necessary digging permits and pay costs associated with the permit,which may be necessary to accomplish his work.

1.7.2.7 Personnel Escort

An authorized Contractor representative must escort all personnel attempting to obtain a badge to Security. The representative shall sign documentation that the employee meets Security criteria and is suitable for a badge to be issued.

1.7.3 PROJECT PHASING AND PERFORMANCE PERIOD

The Contractor shall complete the work within the duration specified in Contract. The Contractor shall be required to phase the work such that the following schedule durations are met as described below and as shown on the plans. The performance period for the contract is 660 days from Notice to proceed (NTP). Reference item d. below for areas of early acceptance to be completed within 480 days from NTP.

a. The new Urban Assault Course Station #2 replacement facility and the Covered Bleacher Enclosure/Storage Shed relocation or reconstruction project shall be completed prior to demolition of the existing training facilities.

b. The Training Road Turnaround project element shall be completed prior to use of Training Road TA-28 and closure of the training road parallel to the airfield fence for use by the Contractor

c. Work on the taxiway connection from the new apron to the existing runway shall be phased to limit construction activity inside the airfield fenceline and minimize disruption of airfield operations. Existing airfield fence shall remain until taxiway bridge structure and new aircraft apron south of the fenceline is suitable for use by aircraft unless otherwise approved by the Contracting Officer. Taxiway shall be designated as closed to traffic once the final connection to the airfield has been made until such time as the Government has accepted occupancy of the site.

d. Work within the future Phase 2 building footprint and Phase 2 laydown areas shall be completed within 480 days from NTP.

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1.7.4 STRUCTURAL DRAWING DIMENSIONS

The building layout, including both horizontal and vertical dimensions, is shown on the Architectural sheets contained in the contract drawings.

The Contractor shall use the dimensions from the Architectural sheets to obtain dimensions for foundation layout and structural members as necessary to prepare all shop drawings and fabricate structural members. There may be some instances where the Contractor shall have to adjust actual dimensions to the submitted items that he will use, to finalize the location of a structural member. Any such adjustments shall be clearly identified on the submitted shop drawings for Government review.

1.8 TIME EXTENSIONS FOR UNUSUALLY SEVERE WEATHER

This provision specifies the procedure for the determination of time extensions for unusually severe weather in accordance with the Contract .

In order for the Contracting Officer to award a time extension under this clause, the following conditions must be satisfied:

a. The weather experienced at the project site during the contract period must be found to be unusually severe, that is, more severe than the adverse weather anticipated for the project location during any given month.

b. The unusually severe weather must actually cause a delay to the completion of the project. The delay must be beyond the control and without the fault or negligence of the Contractor.

1.8.1 Schedule

The following schedule of monthly anticipated adverse weather delays is based on National Oceanic and Atmospheric Administration (NOAA) or similar data for the project location and will constitute the base line for monthly weather time evaluations. The Contractor's progress schedule must reflect these anticipated adverse weather delays in all weather dependent activities.

MONTHLY ANTICIPATED ADVERSE WEATHER DELAY WORK DAYS

BASED ON (5) DAY WORK WEEK AT PROJECT LOCATION

JAN FEB MAR APR MAY JUN JUL AUG SEP OCT NOV DEC

10 9 8 6 7 7 9 6 5 5 6 9

1.8.2 Records

Upon acknowledgement of the Notice to Proceed and continuing throughout the contract, the Contractor will record on the daily CQC report, the occurrence of adverse weather and resultant impact to normally scheduled work. Actual adverse weather delay days must prevent work on critical activities for 50 percent or more of the Contractor's scheduled work day.

1.8.3 Impacted Days

The number of actual adverse weather days shall include days impacted by actual adverse weather (even if adverse weather occurred in previous

SECTION 01 11 00.00 50 Page 6 month), be calculated chronologically from the first to the last day in each month, and be recorded as full days. If the number of actual adverse weather delay days exceeds the number of days anticipated in the schedule of monthly anticipated adverse weather delays, above, the contracting officer will convert any qualifying delays to calendar days, giving full consideration for equivalent fair weather work days, and issue a modification in accordance with the Contract .

1.9 COOPERATION WITH USING AGENCY AND OTHER CONTRACTORS

During the period of this contract, other contracts may be in force for the construction of other features of work on or adjacent to the site of work being accomplished under this contract. It shall be the responsibility of the Contractor on this contract to be fully informed of the extent of the limits of work to be performed by other Contractors. Should there be any conflict between these limits, it shall be brought to the attention of the Contracting Officer(CO)and the CO's decision shall be final. Also, prior to completion of work under this contract, members of the Using Agency may be performing work or occupying facilities on or adjacent to the area. The Contractor shall arrange his plant and shall schedule and perform this work so as to effectively cooperate with all other Contractors and Government agencies.

1.10 OCCUPANCY OF PREMISES

Building(s) will be occupied during performance of work under this Contract. Occupancy notifications will be posted in a prominent location in the work area.

Before work is started, the Contractor shall arrange with the Contracting Officer a sequence of procedure, means of access, space for storage of materials and equipment, and use of approaches, corridors, and stairways.

1.11 EXISTING WORK

In addition to "FAR 52.236-9, Protection of Existing Vegetation, Structures, Equipment, Utilities, and Improvements":

a. Remove or alter existing work in such a manner as to prevent injury or damage to any portions of the existing work which remain.

b. Repair or replace portions of existing work which have been altered during construction operations to match existing or adjoining work, as approved by the Contracting Officer. At the completion of operations, existing work shall be in a condition equal to or better than that which existed before new work started.

1.12 LOCATION OF UNDERGROUND UTILITIES

Scan the construction site with electromagnetic or sonic equipment, and mark the surface of the ground, pier deck or paved surface where existing underground utilities or utilities are discovered. Verify the elevations of existing piping, utilities,and any type of underground or encased obstruction not indicated to be specified or removed but indicated or discovered during scanning in locations to be traversed by piping, ducts, and other work to be conducted or installed.

Notify the Contracting Officer at least 15 days prior to starting excavation work.

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1.13 SALVAGE PLAN FOR MATERIAL AND EQUIPMENT

Items designated by the Contracting Officer to be salvaged,including trees to be removed from the site identified by the Government as suitable for harvest,shall remain the property of the Government. It is expected that the Government will have cleared the site of harvestable timber stock prior to commencement of construction. Clearing and grubbing shall be the responsibility of the Contractor.

The salvaged property shall be segregated, itemized, delivered, and off-loaded at the Government designated storage area located within the installation as designated and approved by the Contracting Officer.

Contractor shall maintain a property control salvage plan for material or equipment designated as salvage. Contractor's system of property control may be used if approved by the Contracting Officer. Contractor shall be responsible for storage and protection of salvaged materials and equipment until disposition by the Contracting Officer.

1.14 PHYSICAL DATA

The physical conditions indicated on the drawings and in the specifications are the result of site visits, and surveys and borings. See Drawings Sheets for boring logs and data.

1.15 SITE CONTAMINATION

No contaminated soils were found on the site during investigations performed as part of an Environmental Assessment (April 2014) prepared under the requirements of the National Environmental Policy Act.

1.15.1 Contamination Removal

In the event that contamination beyond that shown or specified is encountered, the Contracting Officer shall be advised immediately. The contamination shall be removed as directed and replaced with satisfactory material. Payment therefore will be made in conformance with the CHANGES clause of the CONTRACT CLAUSES.

1.15.2 Compliance Requirements

The Contractor shall comply with applicable Federal, state and local laws, codes, ordinances and regulations (including the obtaining of licenses and permits) in connection with any hazardous material, substance or waste.

1.15.3 Requirements

The requirements of this clause and any act or failure to act by the Government shall not relieve the Contractor of any responsibility or liability for the safety of Government, Contractor or subcontractor personnel or property.

1.16 WORK IN QUARANTINED AREA

The work called for by this contract involves activities in counties quarantined by the Department of Agriculture to prevent the spread of certain plant pests which may be present in the soil. The Contractor agrees that all construction equipment and tools to be moved from such counties shall be thoroughly cleaned of all soil residues at the

SECTION 01 11 00.00 50 Page 8 construction site with water under pressure and that hand tools shall be thoroughly cleaned by brushing or other means to remove all soil. In addition, if this contract involves the identification, shipping, storage, testing, or disposal of soils from such a quarantined area, the Contractor agrees to comply with the provisions of ER 1110-1-5 and attachments, a copy of which will be made available by the Contracting Officer upon request.

The Contractor agrees to assure compliance with this obligation by all subcontractors.

1.17 HISTORICAL AND ARCHAEOLOGICAL FINDS

Federal legislation provides for the protection, preservation, and collection of scientific, prehistoric, historical, and archaeological data, including relics and specimens which might otherwise be lost due to alteration of the terrain or building features as a result of any Federal construction project. Should the Contractor, or any of the Contractor's employees, or parties operating or associated with the Contractor, in the performance of this contract discover evidence of possible scientific, prehistoric, historical, or archaeological data, the Contractor shall immediately cease work at that location, avoid further disturbance, and notify the Contracting Officer, giving the location and nature of the findings. The Contractor shall forward written confirmation to the Contracting Officer as directed. The Contractor shall exercise care so as not to disturb or damage artifacts or fossils uncovered during excavation operations, and shall provide such cooperation and assistance as may be necessary to preserve the findings for removal or other disposition. Any person who, without permission, injures, destroys, excavates, appropriates, or removes any historical or prehistoric artifact, object of antiquity, or archaeological resource on the public lands of the United States is subject to arrest and penalty of law. Where appropriate by reason of discovery, the Contracting Officer may order delays in the time of performance or changes in the work, or both. If such delays or changes are ordered, an equitable adjustment will be made in the contract in accordance with the applicable clauses of the contract.

1.18 EQUIPMENT-IN-PLACE LIST:

The Contractor shall maintain a list of equipment installed under the terms of the contract. In the event that the contract includes more than one building or facility, a list must be maintained for each and delivered to the Contracting Officer upon acceptance of each building or facility.

Forms to be used for this purpose shall be obtained from the Area Engineer's Office. The list shall include the following:

a. Contract number

b. Description of item

c. Model number

d. Serial number

e. Capacity

f. Name of manufacturer

g. Address of manufacturer

h. Condition of item

i. Replacement cost

j. Name of person who checked item

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1.19 EQUIPMENT OWNERSHIP AND OPERATING EXPENSE SCHEDULE

1.19.1 Allowable Costs

Allowable cost for construction and marine plant and equipment in sound workable condition owned or controlled and furnished by a Contractor or subcontractor at any tier shall be based on actual cost data when the Government can determine both ownership and operating costs for each piece of equipment or equipment groups of similar serial and series from the Contractor's accounting records. When both ownership and operating costs cannot be determined from the Contractor's accounting records, equipment costs shall be based upon the applicable provisions of EP 1110-1-8, "Construction Equipment Ownership and Operating Expense Schedule," Region I. Working conditions shall be considered to be average for determining equipment rates using the schedule unless specified otherwise by the Contracting Officer. For equipment not included in the schedule, rates for comparable pieces of equipment may be used or a rate may be developed using the formula provided in the schedule. For forward pricing, the schedule in effect at the time of negotiations shall apply. For retrospective pricing, the schedule in effect at the time the work was performed shall apply.

1.19.2 Rental Costs

Equipment rental costs are allowable, subject to the applicable provisions of the Federal Acquisition Regulations, and shall be substantiated by certified copies of paid invoices. Rates for equipment rented from an organization under common control, lease-purchase or sale-leaseback arrangements will be determined using the schedule except that rental costs leased from an organization under common control that has an established practice of leasing the same or similar equipment to unaffiliated lessees are allowable. Costs for major repairs and overhaul are unallowable.

1.19.3 Equipment Costs

When actual equipment costs are proposed and the total amount of the pricing action is over $25,000, cost or pricing data shall be submitted on the Standard Form 1411, "Contract Pricing Proposal Cover Sheet". By submitting cost or pricing data, the Contractor grants to the Contracting Officer or an authorizing representative the right to examine those books, records, documents and other supporting data that will permit evaluation of the proposed equipment costs. After price agreement the Contractor shall certify that the equipment costs or pricing data submitted are accurate, complete and current.

1.19.4 Marine Equipment

In determining the ownership expense for marine equipment as described in the Schedule, the average use per year shall be 8 months.

1.20 SUBCONTRACTS AND WORK COORDINATION

Contract Clauses "SUBCONTRACTS", "PERMITS AND RESPONSIBILITIES", and "MATERIAL AND WORKMANSHIP" are supplemented as follows:

a. Divisions or sections of specifications are not intended to control the Contractor in dividing the work among subcontractor, or to limit work performed by any trade.

b. Contractor shall be responsible for coordination of the work

SECTION 01 11 00.00 50 Page 10 of the trades, subcontractors, and materials.

c. The Government or its representative will not undertake to settle any difference between the Contractor and Contractor's subcontractors, or between subcontractors.

d. The Government reserves the right to refuse to permit employment on the work or require dismissal from the work of any subcontractor who, by reason of previous unsatisfactory work on Corps of Engineers projects, or for any other reason is considered by the Contracting Officer to be incompetent or otherwise objectionable.

1.21 CONSTRUCTION MANPOWER AND EQUIPMENT REPORT

The Contractor shall submit executed CENAO Form 987, Construction Manpower and Equipment Report daily. The report shall include manpower and equipment for the general and subcontractors. Forms are available from the Contracting Officer.

1.22 PURCHASE ORDERS

To ensure proper expediting of orders the Contractor and his subcontractors shall furnish to the Contracting Officer, one copy of each purchase order covering supplies or services required for performance of the work. Each purchase order shall clearly indicate the date of placement, the date delivery is required in order to avoid delay in the scheduled progress of the work, and the date delivery is promised by the supplier or producer.

Copies of purchase orders shall be forwarded on the date issued.

1.23 PROFIT

1.23.1 Weighted Guidelines

Weighted guidelines method of determining profit shall be used on any equitable adjustment change order or modification issued under this contract. The profit factors shall be as follows:

Factor Rate Weight Value

Degree of Risk 20 Relative difficulty of work 15 Size of Job 15 Period of performance 15 Contractor's investment 05 Assistance by Government 05 Subcontracting 25

1.23.2 Value

Based on the circumstances of each procurement action, each of the above factors shall be weighted from .03 to .12 as indicated below. The value shall be obtained by multiplying the rate by the weight. The value column when totaled indicates the fair and reasonable profit percentage under the circumstances of the particular procurement.

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1.23.2.1 Degree of Risk

Where the work involves no risk or the degree of risk is very small, the weighting should be .03; as the degree of risk increases, the weighting should be increased up to a maximum of .12. Lump sum items will have, generally, a higher weighted value than the unit price items for which quantities are provided. Other things to consider: the portion of the work to be done by subcontractors, nature of work, where work is to be performed, reasonableness of negotiated costs, amount of labor included in costs, and whether the negotiation is before or after performance of work.

1.23.2.2 Relative Difficulty of Work

If the work is most difficult and complex, the weighting should be .12 and should be proportionately reduced to .03 on the simplest of jobs. This factor is tied in to some extent with the degree of risk. Some things to consider: the nature of the work, by whom it is to be done, where, and what is the time schedule.

1.23.2.3 Size of Job

All work not in excess of $100,000 shall be weighted at .12. Work estimated between $100,000 and $5,000,000 shall be proportionately weighted from .12 to .05.

1.23.2.4 Periods of Performance

Jobs in excess of 24 months are to be weighted at .12. Jobs of lesser duration are to be proportionately weighted to a minimum of .03 for jobs not to exceed 30 days. No weight where additional time not required.

1.23.2.5 Contractor's Investment

To be weighted from .03 to .12 on the basis of below average, average, and above average. Things to consider: amount of subcontracting, mobilization payment item, Government furnished property, equipment and facilities, and expediting assistance.

1.23.2.6 Assistance by Government

To be weighted from .12 to .03 on the basis of average to above average.

Things to consider: use of Government owned property, equipment and facilities, and expediting assistance.

1.23.2.7 Subcontracting

To be weighted inversely proportional to the amount of subcontracting.

Where 80 percent or more of the work is to be subcontracted, the weighting is to be .03 and such weighting proportionately increased to .12 where all the work is performed by the Contractor's own forces.

1.24 BLASTING

Blasting will not be permitted.

PART 2 PRODUCTS

Not Used.

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PART 3 EXECUTION

Not used.

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