10_11 Paving Reqmts Full Spec 02042010.pdf

DEFENSE LOGISTICS AGENCY

DEFENSE DISTRIBUTION DEPOT SUSQUEHANNA

PENNSYLVANIA

NEW CUMBERLAND, PA 17070-5002

TECHNICAL SPECIFICATIONS

FOR

FY10-11 MISCELLANEOUS PAVING &

UTILITIES REQUIREMENTS CONTRACT

FACILITIES ENGINEERING DIVISION

FEBRUARY 2010

TABLE OF CONTENTS

SECTION TITLE

DIVISION 1 - GENERAL REQUIREMENTS

01011 SPECIAL REQUIREMENTS

01140 WORK RESTRICTIONS

01270 MEASUREMENT AND PAYMENT

01320 PROJECT SCHEDULE

01330 SUBMITTAL PROCEDURES

01451 CONTRACTOR QUALITY CONTROL

01500 TEMPORARY CONSTRUCTION FACILITIES

01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS

01575 TEMPORARY ENVIRONMENTAL CONTROLS

01780 PROJECT CLOSEOUT

DIVISION 2 - SITE WORK

02076 MILLING OF BITUMINOUS PAVEMENT SURFACE

02100 SITE PREPARATION

02151 SHORING

02220 DEMOLITION

02221 TRENCHING, BACKFILLING AND COMPACTING

02230 EXCAVATION AND COMPACTION FOR PAVEMENTS

02270 EROSION AND SEDIMENT POLLUTION CONTROL

02300 EARTHWORK

02373 GEOTEXTILES

02480 SEEDING AND LANDSCAPING

02500 PAVING AND SURFACING

02515 GUIDE RAIL

02521 CONCRETE SIDEWALKS

02522 CONCRETE CURBING

02580 PAVEMENT MARKINGS

02582 ELECTRICAL MANHOLE AND HANDHOLE

02601 MANHOLES

02620 SUBDRAINAGE

02713 WATER MAIN

02721 STORM SEWERS

02722 PIPED WASTEWATER SEWER

02724 FORCE MAINS

02787 BITUMINOUS REJUVENATION

02871 BOLLARDS

02930 EXTERIOR PLANTS

02966 HOT IN-PLACE RECYCLING OF BITUMINOUS PAVEMENTS

02975 SEALING CRACKS IN BITUMINOUS PAVEMENTS

02980 PATCHING OF RIGID PAVEMENTS

DIVISION 3 - CONCRETE

03100 CONCRETE FORMWORK

03150 EXPANSION JOINTS, CONTRACTION JOINTS, AND WATERSTOPS

03200 CONCRETE REINFORCEMENT

03300 CAST-IN-PLACE STRUCTURAL CONCRETE

03370 FLOWABLE BACKFILL

DIVISION 10 - SPECIALTIES

10431 SIGNAGE

DIVISION 13 - SPECIAL CONSTRUCTION

13280 ASBESTOS HAZARD CONTROL ACTIVITIES

DIVISION 16 - ELECTRICAL

16375A ELECTRICAL DISTRIBUTION SYSTEM, UNDERGROUND

SECTION 01011 Page 1 of 10

SECTION 01011

SPECIAL REQUIREMENTS

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work to be performed under this Contract will vary depending upon the type of individual projects (Task Orders) issued during the Contract Term. However, the following general work requirements can be used to describe, but should not be considered as limitations to, the anticipated types of work to be performed:

a. Installation of new and repairs to existing bituminous and cement concrete pavement surfaces, pads, etc.

b. Installation of new, repairs to existing and removal of abandoned underground utility pipelines and conduits of varied material composition, including some pipelines containing Asbestos Containing Materials (ACM).

c. Earthwork including bulk excavation, earthmoving, grading, backfilling and compaction.

d. Construction site maintenance including construction layout instrument survey, traffic control and erosion and sediment pollution control.

1.1.2 Project Location

The work shall be located at the Defense Distribution Depot Susquehanna, New Cumberland, Pennsylvania, 17070 and the Defense Distribution Center, Mechanicsburg, PA 17050. The exact location of each project area will be provided by the Contracting Officer with each Task Order.

1.2 SUBMITTALS

Government approval is required for the submittals with a "G" designation; submittals without a "G" designation are for information only. The following shall be submitted in accordance with Section

01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Schedule of Values; G

List of Recycled Materials to be used on the project

SD-11 Closeout Submittals

Dollar Value and Content of Recycled Materials

1.3 EXISTING WORK

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

SECTION 01011 Page 2 of 10

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.

1.4 LOCATION OF UNDERGROUND FACILITIES

Location of existing utilities were taken from available records and are approximate only. Location and depth of existing utility lines including services shall be verified by the contractor in advance of the construction as described herein. Extreme care shall be exercised when excavating utility lines and hand excavation only will be permitted in the vicinity of existing pipes and/or conduits. Any damage to utilities shown on the drawings, marked in the field, or designated by u/g warning tape shall be repaired immediately by contractor at no additional cost to the government.

1.4.1 Notification Prior to Excavation

In accordance with the requirements of the Underground Utility Line Protection Act (P.L. 852, No. 287) as amended by the Act (P.L. 1567, No. 199) of November 30, 2004, as amended, the Contractor must contact the PA One Call System at (800) 242-1776 at least three (3) but no more than ten (10) working days in advance of beginning excavation or demolition work.

The Contractor must also provide written notification to the Contracting Officer at least three (3) working days prior to starting excavation work that the PA One Call System has been notified of the proposed activity.

The Contractor is also responsible for marking all utilities encountered during the course of the work not marked by the utility owners.

1.5 GOVERNMENT-FURNISHED EQUIPMENT/MATERIALS

The Contractor, with his own forces, shall transport all Government-furnished equipment/materials described in the Task Order. The equipment/materials will be transported from the Government storage area to the work site indicated on the Task Order.

1.6 ENVIRONMENTAL PROTECTION

1.6.1 Solid, Liquid and Gaseous Contaminants

The Contractor shall be responsible for the proper disposal of all solid, liquid and gaseous contaminants in accordance with all local codes and regulations, together with the following requirements:

a. Discharge gaseous contaminants so that they will be sufficiently diluted with fresh air to reduce the toxicity to an acceptable level.

b. Liquid contaminants may, subject to local utility standards, be diluted with water to a level of quality acceptable in the local

SECTION 01011 Page 3 of 10 sewer system, or shall be disposed of in approved vessels at approved sites.

1.6.2 Disposal of Refuse

Refuse shall be disposed of off site and in accordance with local, State and Federal regulations.

1.6.3 Covered Chutes

All chutes for refuse, and the like, shall be covered or of such a design to fully confine the material to prevent the dissemination of dust.

1.7 CONSTRUCTION SITE MAINTENANCE

All supplies and equipment on the project site shall be stored so as to preclude mechanical and climatic damage. The project site shall be maintained in a neat and orderly manner.

1.8 NOISE CONTROL

The Contractor shall comply with all applicable state and local laws, ordinances and regulations relative to noise control.

1.9 SECURITY

The Contractor shall provide adequate protection for all parts of the building wherever work under this contract is performed.

1.9.1 Cameras

Possession or use of cameras on Government property is forbidden without prior written approval by the Security Officer or his designated representative. Requests for possession and/or use of cameras on Government property shall be in writing to the Security Office via the Contracting Officer and contain sufficient information to provide requirements for the use of photographic equipment.

1.10 EQUIPMENT ON THE PROJECT SITE

The Contractor shall cover equipment that is to remain in place within the area of contract operations and protect it against damage or loss.

The Contractor shall store equipment that is removed in performance of work where directed or reuse in work as required by drawings and specifications. Equipment temporarily removed shall be protected, cleaned and replaced equal to its condition prior to starting work.

Security for equipment or material that is to be reused and is removed for temporary storage shall be the sole responsibility of the Contractor.

1.10.1 Equipment History

a. If any equipment is to be furnished by the Contractor under the contract, the Contractor shall be required to furnish the necessary information on all equipment installed such as compressors, boiler, air conditioners, doors, elevators, fans, fuel and solvent dispensers, heaters, generators, kitchen equipment, drinking fountains, motors, emergency lighting, pumps, refrigerators, sprinklers/fire alarm systems, fire hydrants, dehumidifying units, valves, water heaters, transformers or whatever may apply under the contract. The following information

SECTION 01011 Page 4 of 10 on each piece of equipment shall be required on equipment history forms furnished under this contract:

(i) Building number

(ii) Manufacture number

(iii) Year of manufacture

(iv) Manufacturer model number

(v) Description of equipment

(vi) Serial number

(vii) Location in building

(viii) Size

(ix) Unit of measure

(x) Date installed

(xi) Cost

(xii) Warranty information

b. Copies of these forms will be available from the Contracting

Officer's Representative. In addition to furnishing information on the equipment installed, the Contractor shall be entirely responsible for painting a four character identification number on each piece of equipment installed. The identification numbers shall be obtained from the COR and painted on the equipment as directed. Color of paint for identification numbers shall be selected by the COR. Identification numbers must be applied using stencils and free from smudges. The identification letters will vary dependent upon the piece of equipment being marked.

Generally, two inch height for the characters will be sufficient.

The Government reserves the right to withhold payment until equipment history forms are received and identification numbers are painted on all new equipment.

1.11 TRUCKING

The Contractor shall load all trucks leaving the site with loose debris in a manner that will prevent dropping of materials on streets.

The Contractor shall fasten suitable tarpaulins over the load before they enter surrounding streets.

1.12 TOILET FACILITIES

Refer to SECTION 01500 TEMPORARY CONSTRUCTION FACILITIES.

1.13 ELEVATORS

Any temporary use of an existing elevator shall be by arrangement with the COR and subject to his controls. Such use will be of an intermittent nature. The Contractor shall provide and maintain suitable and adequate protection covering for the elevator machinery, the hatchway entrance, and the interior of the elevator during the period of temporary use. Loads in excess of the rated capacity of the elevator will not be permitted. The Government will bear the cost of the electrical current for the operation of the elevator. On completion of the work, the Contractor shall remove the protection coverings together with any resultant dirt and debris, and leave the equipment in a condition equal to that in which he found it.

1.14 SAFETY AND HEALTH

1.14.1 General

a. Applicable Publications: The publications listed below form a part of this specification to the extent referenced. The

SECTION 01011 Page 5 of 10 publications are referred to in the text by basic designation only.

CODE OF FEDERAL REGULATIONS (CFR)

29 CFR 1910 OSHA General Industry Safety and Health Standards

Publication V2206

29 CFR 1926 OSHA Construction Industry Standards

One source of these regulations is OSHA Publication 2207, which includes a combination of both Parts 1910 and 1926 as they relate to construction safety and health. It is for sale by the Superintendent of Documents, U.S. Government Printing Office, Washington, DC 20402.

40 CFR, Part 61 National Emission Standards for Hazardous Air

Pollutants

Federal Standard (Fed Std): Material Safety Data Sheets 313A

Safety and Health Requirements Manual. EM 385-1-1

Use of Asbestos Containing Material. ETL 1110-1-118

Policy and Guidelines for Asbestos Management. DA Circular 40-834

1.14.2 Work Covered by This Section

This section is applicable to all work covered by this Contract.

1.14.3 Definition of Hazardous Materials

Refer to hazardous and toxic materials/substances included in Subparts H and Z of 29 CFR 1910; and to others as additionally defined in Fed Std 313. Those most commonly encountered include asbestos, polychlorinated biphenyls (PCBs), explosives, and radioactive material, but may include others. The most likely products to contain asbestos are sprayed-on fireproofing, insulation, boiler lagging, and pipe covering.

1.14.4 Asbestos

a. THE CONTRACTOR IS WARNED THAT EXPOSURE TO AIRBORNE ASBESTOS HAS

BEEN ASSOCIATED WITH FOUR DISEASES: LUNG CANCER, CERTAIN

GASTROINTESTINAL CANCERS, PLEURAL OR PERITONEAL MESOTHELIOMA AND

ASBESTOSIS. Studies indicate there are significantly increased health dangers to persons exposed to asbestos who smoke, and further, to family members and other persons who become indirectly exposed as a result of the exposed worker bringing asbestos-laden work clothing home to be laundered.

b. The Contractor is advised that friable and/or non-friable asbestos-containing material may be encountered in area(s) where contract work is to be performed. Friable asbestos-containing material means any material that contains more than one percent asbestos by weight that hand pressure can crumble, pulverize or reduce to powder when dry. Non-friable asbestos-containing materials are materials in which asbestos fibers are bound by a matrix material, saturant, impregnant or coating. Non-friable asbestos-containing materials do not normally release airborne asbestos fiber during routine handling and end use. However, excessive fiber concentrations may be produced during

SECTION 01011 Page 6 of 10 uncontrolled abrading, sanding, drilling, cutting, machining, removal, demolition or other similar activities.

c. Care must be taken to avoid releasing, or causing to be released, asbestos fibers into the atmosphere where they may be inhaled or ingested. The Occupational Safety and Health Administration (OSHA) has set standards at 29 CFR 1910.1001 for exposure to airborne concentrations of asbestos fibers, methods of compliance, medical surveillance, housekeeping procedures and others measures must be taken when working with or around asbestos-containing materials. 29 CFR 1910.1001 has been identified as applicable to construction (29 CFR 1926.55 gases, vapors, fumes, dusts and mists). The Environmental Protection Agency (EPA) has established standards at 40 CFR 61.140-156 for the control of asbestos emissions to the environment and the handling and disposal of asbestos wastes.

d. Friable asbestos containing materials are not permitted by current criteria and shall not be used in new construction or modification projects (ETL 1110-1-118, 27 MAY 1983). Plans and specifications for all new construction and modification projects will be reviewed to insure that the use of friable asbestos-containing materials is not called for.

e. Maintenance, modification or demolition activities where exposure to asbestos dust may occur from previously installed friable or non-friable asbestos-containing material will be identified. All precautions, to include proper work practices, medical surveillance, respiratory protection, industrial hygiene and environmental protection requirements of OSHA (29 CFR 1910.1001), EPA (40 CFR 61.140-156) and DA Circular 40-83-4, as applicable, shall be strictly adhered to.

1.14.5 Safety Assurance

a. Pre-Construction Safety Meeting: Representatives of the

Contractor shall meet with the Contracting Officer and his representative(s) prior to the start of repair, alteration or construction activities for the purpose of reviewing the Contractor's safety and health programs and discussing implementation of all safety and health provisions pertinent to the work to be performed under the contract. The Contractor shall be prepared to discuss, in detail, the measures he intends to take in order to control any unsafe or unhealthy conditions associated with the work to be performed under the contract. This meeting may be held in conjunction with the preconstruction conference, if so directed by the Contracting Officer. The conduct of the meeting is not contingent upon a general preconstruction meeting. The level of detail for the safety meeting is dependent upon the nature of the work and the potential inherent hazards. The Contractor's principal on-site representative(s), the general superintendent and his safety representative(s) shall attend this meeting.

b. Compliance With Regulations: All work, including the handling of hazardous materials or the disturbance or dismantling of structures containing hazardous materials shall comply with the applicable requirements of 29 CFR 1926/1910. Work involving the disturbance or dismantling of asbestos or asbestos containing materials; the demolition of structures containing asbestos;

and/or the disposal and removal of asbestos, shall also comply with the requirements of 40 CFR, Part 61, Subparts A and B, ETL

SECTION 01011 Page 7 of 10

1110-1-118 and DA Circular 40-83-4. All work shall comply with applicable state and municipal safety and health requirements.

Where there is a conflict between applicable regulations, the most stringent shall apply.

c. Contractor Responsibility: The Contractor shall assume full responsibility and liability for compliance with all applicable regulations pertaining to the health and safety of personnel during the execution of work, and shall hold the Government harmless for any action on his part or that of his employees or subcontractors, which results in illness, injury or death.

d. Inspections, Tests and Reports: The required inspections, tests and reports made by the Contractor, subcontractors, specially trained technicians, equipment manufacturers, and others as required, shall be at the Contractor's expense for line items used during the contract.

(1) Materials and Equipment: Special features, devices, equipment, clothing and similar items used by the Contractor in the execution of work shall comply with the applicable regulations.

(2) Hazardous Materials: The Contractor shall bring to the attention of the Contracting Officer any material suspected of being hazardous which he encounters during execution of the work. A determination will be made by the Contracting Officer as to whether the Contractor shall perform tests to determine if the material is hazardous. If the Contracting Officer directs the Contractor to perform tests, and/or if the material is found hazardous and additional protective measures are needed, a contract change may be required subject to equitable adjustment under the terms of the contract.

1.14.6 Recording and Preserving Historical and Archeological Finds

All items having an apparent historical or archeological interest which are discovered in the course of any construction activities shall be carefully preserved. The Contractor shall leave the archeological find undisturbed and shall immediately report the find to the Contracting Officer so that the proper authorities may be notified.

1.14.7 Contractor Staff

The Contractor shall be required to maintain a qualified Engineer staff and a dedicated Quality Control position to respond to requirements set forth in this solicitation. The Contractor will not be required to provide an onsite trailer for use as office space during the term of the contract.

1.14.8 Utilities (Work Related)

a. When available, water and electrical services may be used in this work at no cost to the Contractor. The Contractor shall make arrangements for such services with the Contracting Officer or his designated representative.

b. All temporary outages of any utility services required for the performance of work shall be scheduled with the Contracting Officer's Representative (COR) no less than 3 working days in

SECTION 01011 Page 8 of 10 advance of such outages unless otherwise specified in the Task Order.

1.14.9 Standards of Conduct

All Defense Logistics Agency (DLA), Higher Headquarters and Depot regulations pertaining to conduct shall be adhered to by Contractor personnel. Good conduct and judgment is expected of all people entering the installations. Fighting, profane language, reckless driving or failure to respond to direct orders from any depot employee acting in an official capacity (i.e., Security Guards or Firemen) shall be sufficient reason to remove the disorderly individual from the Depot. A list of Depot rules and regulations will be provided to the Contractor during the preconstruction meeting by the Security Office representative.

1.14.10 Additional Requirements

Refer to Section 01525 SAFETY AND OCCUPATIONAL HEALTH REQUIREMENTS.

1.15 SHOP DRAWING REQUIREMENTS

The Contractor will be required to bring all shop drawings to the Contract Kickoff Meeting. This meeting will be scheduled a few weeks after Contract Award to allow the Contractor time to assemble the shop drawings. Shop drawings not provided at the Contract Kickoff Meeting are to be identified in the project submittal schedule.

1.16 BUY RECYCLE PROGRAM

1.16.1 Mandated Requirements

The Contractor shall comply with Public Law 42 U.S.C. 6962, Resource Conservation and Recovery Act, 1994 Resource Conservation and Recovery Act (RCRA) and Presidential Executive Order 12873, Federal Acquisition Recycling, and Waste Prevention, 22 October 1993, relating to specific designated items in this contract for which recycle content standards have been established. Compliance with this program does not relieve the Contractor from meeting all other specification requirements.

1.16.2 Administrative Requirements

Where possible, the contractor shall in performance of the daily activities associated with the contract assignment utilize products containing recycled components in the following categories:

a. Paper and Paper Products

b. Lubricating Oils Containing Re-refined Oil

c. Retread Tires

d. Transportation (traffic control) Products

e. Non-Paper Office Products

1.17 PAYMENTS AND SCHEDULE OF VALUES

1.17.1 Schedule of Values

The Contractor shall submit a schedule of values of the Work including quantities and unit prices, aggregating the Contract Price. This provision applies to lump sum contracts and to lump sum items in unit price contracts. This schedule shall be satisfactory in form and substance to the Contracting Officer and shall subdivide the Work into component parts in sufficient detail to serve as the basis for

SECTION 01011 Page 9 of 10 progress payments during construction. Upon approval of the schedule of values by the Contracting Officer, it shall be incorporated into the form of application for payment furnished to the Contracting Officer. The schedule shall indicate the percent of work completed for each component during the payment period. No payments will be made until the schedule of values has been submitted and approved by the Contracting Officer.

1.17.2 Application for Payment

The date for presentation of monthly applications for progress payments to the Depot shall be established at the preconstruction conference and will govern all such applications unless modified by the Depot and the Contractor at least twenty days prior thereto.

1.18 CONSTRUCTION PROGRESS SCHEDULE

The Contractor shall prepare and submit a construction progress schedule in accordance with Section 01320, PROJECT SCHEDULE.

PART 2 PRODUCTS

2.1 BUY RECYCLED MATERIALS

The Contractor shall certify the products purchased under the terms of the Contract meet the minimum recycle material standards for each item. The Contractor shall submit a list of the applicable materials to be procured with recycled material intended to be utilized during the course of the Contract and submit with the pre-construction documents. The materials anticipated to be utilized during the course of this Contract that fall under this program are listed below.

a. Cement and Concrete Containing Fly Ash - Section 03300

b. Wood Cellulose Fiber - Section 02480

c. Filter Fabric Fence - Section 02270

d. Geotextiles - Sections 02270 and 02373

e. Plastic Pipe and Fittings - Sections 02721 and 02722

f. Landscaping Products - Sections 02100, 02480

Prior to application for final payment, the Contractor shall provide a report to the COR specifying the dollar value of items purchased that are manufactured with recycled content and the percentage of recycled content for each items.

PART 3 EXECUTION

Not used.

-- End of Section --

SECTION 01011 Page 10 of 10

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SECTION 01140 Page 1 of 4

SECTION 01140

WORK RESTRICTIONS

1.1 SUBMITTALS

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

submittals not having a "G" designation are for Contractor Quality Control approval. The following shall be submitted in accordance with Section 01330 SUBMITTAL PROCEDURES:

SD-01 Preconstruction Submittals

Completed Special Access Determination Form; G

1.2 SPECIAL SCHEDULING REQUIREMENTS

a. The DDSP will remain in operation during the entire construction period. The Contractor shall conduct his operations so as to cause the least possible interference with normal operations of the activity.

b. Permission to interrupt any Activity roads and/or utility service shall be requested in writing a minimum of 7 calendar days prior to the desired date of interruption.

c. The work under this contract requires special attention to the scheduling and conduct of the work in connection with existing operations. Identify on the construction schedule each factor which constitutes a potential interruption to operations.

1.3 CONTRACTOR ACCESS AND USE OF PREMISES

1.3.1 Activity Regulations

Ensure that Contractor personnel employed on the Activity become familiar with and obey Activity regulations including safety, fire, traffic and security regulations. Keep within the limits of the work and avenues of ingress and egress. To minimize traffic congestion, delivery of materials shall be outside of peak traffic hours (6:30 to 8:00 a.m. and 3:30 to 5:00 p.m.) unless otherwise approved by the Contracting Officer. Wear hard hats in designated areas. Do not enter any restricted areas unless required to do so and until cleared for such entry. The Contractor's equipment shall be conspicuously marked for identification.

1.3.2 Working Hours

Regular working hours shall consist of an 8 1/2 hour period established by the Contracting Officer, normally Monday through Friday, 7:30 a.m. to 4:30 p.m., excluding Government holidays.

1.3.3 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval. Make application 7 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress, giving the specific dates, hours, location, type of work to be performed, contract number and project title. Based on the

SECTION 01140 Page 2 of 4 justification provided, the Contracting Officer may approve work outside regular hours. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer. Make utility cutovers after normal working hours or on Saturdays, Sundays, and Government holidays unless directed otherwise.

1.3.4 Occupied and Existing Building(s)

The Contractor shall be working in an existing building and around existing buildings which are occupied.

The existing buildings and their contents shall be kept secure at all times. Provide temporary closures as required to maintain security as directed by the Contracting Officer.

Provide dust covers or protective enclosures to protect existing work that remains and Government material located in the work area during the construction period.

Relocate movable furniture away from the Contractor's working area as required to perform the work, protect the furniture, and replace the furniture in its original location(s) upon completion of the work.

Leave attached equipment in place, and protect it against damage, or temporarily disconnect, relocate, protect, and reinstall it at the completion of the work.

The Government will remove and relocate other Government property in the areas of the building(s) scheduled to receive work.

1.3.5 Utility Cutovers and Interruptions

a. Make utility cutovers and interruptions after normal working hours or on Saturdays, Sundays, and Government holidays. Conform to procedures required in the paragraph "Work Outside Regular Hours."

b. Ensure that new utility lines are complete, except for the connection, before interrupting existing service.

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service, air conditioning, heating, fire alarm, and compressed air shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

d. Operation of Station Utilities: The Contractor shall be responsible for the operation of control devices in the DDSP utilities system, including water, sewer, electrical, and steam services. The Government will provide supervision and direct which control devices to operate. The Contractor shall not operate control devices except when the COR is present. The Contractor shall notify the Contracting Officer giving reasonable advance notice when such operation is required.

1.4 SECURITY REQUIREMENTS

1.4.1 Personnel and Vehicle Security

1.4.1.1 Commercial Vehicles

Vehicle passes will be issued to each commercial vehicle that is required for the job, authorizing entry and parking within the DDSP.

SECTION 01140 Page 3 of 4

Every vehicle entering the DDSP will display the pass on the dashboard or visor (facing outward). The pass will be visible at all times while in the DDSP. Parking is limited to those areas that are specifically identified on the pass. If additional passes are required, present adequate justification to the Pass and ID Office via the Contracting Officer.

1.4.1.2 Parking

Do not park on or block the marked fire lanes or crane rail traveling zones (marked in yellow) at any time. An exception may be made for vehicles which are part of the equipment needed to do the required work.

1.4.1.3 Vehicle Searches

Vehicles are subject to search while entering, remaining in, or leaving the Depot.

1.4.1.4 Areas Not Covered by Contract

Contractor personnel will not be permitted to enter Depot buildings, spaces, and areas not covered by this contract except on prior approval of the Depot department/office/shop having jurisdiction of the areas. Coordinate action with the Contracting officer to obtain such entry approval.

Contractor employees will be allowed to use the following DDSP cafeterias during normal hours of operation:

a. Building 2001 EDC: In-Flight Cafe

b. Building 54-3

c. Building 300: Golf Club

1.4.1.5 Identification Badges

Comply with the following:

a. Submit a Visit Request (VR) and Special Access Determination

(SAD) for each person listed to the Security Officer via the Contracting Officer at least 1 week prior to the start date.

b. Employees and representatives requiring access are U.S. citizens or U.S. Nationals.

c. Under no circumstances shall personnel hand carry their own visit request.

d. Employees shall provide documented proof of U.S. citizenship to the Pass and ID Office prior to being issued a Depot badge.

e. Employees shall be available for interviews upon request by the

Depot Security Specialist.

f. Employees shall wear and display the Depot badge at all times while entering, remaining in, and exiting Depot spaces and each badge shall be used only by the specific individual named on the badge.

g. Maintain strict accountability over identification badges and passes issued by the Pass and ID Office. Return badges/passes to

SECTION 01140 Page 4 of 4 the Pass Office immediately upon termination of any employee, expiration, completion of contract, or when no longer required.

1.4.2 Photographs

Photography is prohibited on the Depot. When operationally required, submit a written request containing specific justification and details to the Security Officer via the COR.

PART 2 PRODUCTS

--End of Section--

SECTION 01270 Page 1 of 16

SECTION 01270

MEASUREMENT AND PAYMENT

1.1 MEASUREMENT

A. Measurement for payment will be made on the basis of completion of the Work in accordance with the Contract Documents and as stated hereinafter.

B. Measurement will be made by the units as stated in the Bid

Forms Items Descriptions and as further stated (if any) included in the following articles.

1.2 PAYMENT

A. Current Payment: Payments will be made as stated in the

Agreement, and at the Unit Prices and Lump Sum Price or Prices bid in the Bid Form, and in accordance with the

GENERAL CONDITIONS - PAYMENTS AND COMPLETION.

B. Partial Payments: Partial payments will not be made under this Contract for materials and equipment stored on or off the site.

C. Payment for Shop and Mill Tests: Include the costs of shop tests and mill inspections in the price of the manufactured Products, and no separate or extra payment will be made for such tests and inspections.

D. Field Tests: Field tests will be considered incidental to the work and paid for by the Contractor. He shall furnish the necessary labor, materials, and equipment for such tests and, with the exception of the Contracting Officer’s expenses, shall bear the costs thereof.

1.3 BID FORM ITEMS

A. General Statement Concerning Bid Form Items: The Unit

Prices bid in the Bid Form, applied to the actual units of work performed, shall constitute complete payment for the Unit Price Work of the Contract, which Work is as specified in the Project Specifications and as indicated on the Drawings.

1. The Work of the Unit Price Bid Form Items includes the work of the Specifications referenced in the Item Description paragraphs. Such Work also includes the referenced incidental construction in the Specifications Sections indicated.

2. Work of Specifications Sections not referenced in the

Unit Price Item Description paragraph is considered incidental to the Work of the Contract for which no additional payment will be paid.

3. In the Unit Price Item Description paragraphs no reference is being made to a particular Bid Form Item since the descriptions of certain Bid Form Items may

SECTION 01270 Page 2 of 16 be identical or very similar.

4. Unit Price Bid Form Items listed under Estimated

Quantities as Each or Lump Sum Items shall be measured as stated, except where specified otherwise hereinafter.

5. Work and services of an administrative nature, and such other similar work as specified in the various Specifications Sections and not referenced in the Unit Price Item Description paragraphs, is also considered incidental to the Work of the Contract for which no separate or additional payment will be paid.

1.4 ITEM DESCRIPTIONS

A. Sawcutting Bituminous Pavement: Sections 02220 and 2500.

1. Measurement is Linear Foot.

2. All labor and material costs associated with the

Contractor acquiring water required to perform sawcutting activities is incidental to the work.

B. Removal of Existing Bituminous Pavement: Section 02220.

1. Measurement is Square Yard.

2. Collection and disposal of material (to a location off of the Installation approved by local jurisdictional authorities) is incidental to the work.

C. Sawcutting Concrete Curbs: Section 02220

1. Measurement is Linear Foot.

2. All labor and material costs associated with the

D. Removal of Existing Concrete Curbs: Section 02220.

1. Measurement is Linear Foot.

2. Payment varies based on type of existing curb. Four types of curb exist, as follows:

a. 6" reveal (2’-0" total ht.).

b. 12" reveal (3’-0" total ht.).

c. 18" reveal (3’-9" total ht. w/ 2’-6" wide footer).

d. Combination curb/gutter (7.5" reveal, 12" total ht., 2’-0" width).

E. Sawcutting Concrete Slabs: Section 02220

1. Measurement is Linear Foot.

2. All labor and material costs associated with the

SECTION 01270 Page 3 of 16

F. Removal of Existing Concrete Sidewalks: Section 02220.

1. Measurement is Square Yard.

G. Removal of Existing Concrete Slabs: Section 02220.

1. Measurement is Square Yard.

H. Remove Existing Inlet Top Unit. Section 02220.

1. Measurement is Each.

I. Remove Existing Inlet or Manhole and Dispose of Off Depot.

Section 02220.

1. Measurement is Cubic Yard.

2. Backfilling with suitable material and compaction are measured and paid for separately.

J. Milling of Bituminous Pavement Surface: Section 02076.

1. Measurement is Square Yard.

2. Collection, hauling and disposal of material (to a location off of the Installation approved by local jurisdictional authorities) accumulated by the milling process is incidental to the work.

K. Utility Trench Excavation, Hauling & Disposal Off Depot &

Backfilling w/ Suitable Material: Section 02221.

1. Measurement is Cubic Yard.

2. Intended for utility trenches other than piped wastewater sewer.

3. Includes backfilling and compaction of trench with suitable material. Does not include backfilling trench with Coarse Aggregate material (when required due to pipeline location), which is measured and paid for separately.

4. Does not include Pipe Bedding and Initial Backfill material, which is paid for separately.

L. Trench Excavation, Backfill and Compaction for Sanitary

Sewers: Sections 02221 and 02722.

1. Measurement is by linear foot of pipe installed based on depth and length of bid item categories. Depth will be measured from surface elevation to the required subgrade and length measured horizontally along the centerline of the trench.

2. No allowance made for widening or deepening of excavation for manhole structure installations.

3. No separate payment made for removal and disposal of existing sewers when sewers are located 2’-6" or less from new pipe alignment.

SECTION 01270 Page 4 of 16

4. Pipe, Bedding and Initial Backfill are measured and paid for separately.

5. When required, separate payment will be made for

Coarse Aggregate Backfill above Initial Backfill, based on pipeline location.

M. Coarse Aggregate Backfill (PennDOT 2A), Complete in Place, Utility Trenches: Section 02221.

1. Measured by cubic yard.

2. Consider the trenches to have vertical sides; an average width equal to not more than one-half of the sum of the applicable maximum trench widths specified in Section 02221, a depth as required by the applicable Specifications; and a length measured horizontally along the center of the trench, and payment will be made for the number of cubic yards of Aggregate Backfill provided within the above described limits.

3. In other locations where Aggregate Backfill is provided upon the written order of the Contracting Officer will be paid under the above described item for the actual number of cubic yards of Aggregate Backfill provided, measured in place.

N. Excavation of Unsuitable Material Below Grade: Sections

02221, 02230.

1. Measured by Cubic Yard.

O. Backfill Unsuitable Areas with PennDOT 2A Coarse Aggregate:

Section 02230.

1. Measured by Cubic Yard.

P. Grading and Compaction of Soil Subgrade: Section 02230.

1. Measured by square yards.

2. Includes grading and compaction of subgrade earth material to establish required subgrade elevation in preparation for the placement of aggregate subbase material for either rigid or flexible pavement surfaces.

Q. Riprap Rock Lining (NCSA Size No. R-3 through R-8).

Section 02270.

1. Measured by Cubic Yard.

2. Geotextile Fabric (Section 02373) is measured and paid for separately.

R. Inlet Protection. Section 02270.

1. Measured as Each.

2. Includes installation and removal of Inlet Protection, SECTION 01270 Page 5 of 16 periodic inspection and disposal of accumulated sediments as required using environmentally approved methods.

S. Reinforced Filter Fabric Fence, 30" Ht.: Section 02270.

1. Measured as Linear Foot.

2. Trench Excavation, Backfill and Compaction necessary to complete installation of fence is considered to be incidental to the work.

3. Includes removal of Filter Fabric Fence, periodic inspection and disposal of accumulated sediments as required using environmentally approved methods.

T. Standard Filter Fabric Fence, 18" Ht.: Section 02270.

2. Trench Excavation, Backfill and Compaction necessary to complete installation of fence is considered to be

3. Includes removal of Filter Fabric Fence, periodic inspection and disposal of accumulated sediments as required using environmentally approved methods.

U. Watercourse and Slope Erosion Protection Fabrics; Section

02270.

1. Measured in Square Yards.

2. Includes all necessary materials and hardware required to install specified fabric in accordance with Manufacturer’s Instructions.

V. Unclassified Excavation, Earthwork: Section 02300.

1. Measurement is by cubic yard.

2. Payment made only for actual amount of material excavated within limits required and or as directed by Contracting Officer. No separate payment will be made for hauling or disposing of excess material.

3. Includes excavation and backfill where required by

Contracting Officer and not paid for under another pay item.

W. Backfill Areas with Suitable Materials (PennDOT 2A Coarse

Aggregate): Section 2300.

1. Measurement is by cubic yard.

2. Payment made only for actual amount of approved material placed and compacted as required within project limits and or as directed by Contracting Officer. No separate payment will be made for hauling or disposing of excess material.

3. Includes placement and compaction of approved material

SECTION 01270 Page 6 of 16 where required by Contracting Officer and not paid for under another pay item.

X. Backfill Areas with Suitable Materials (Satisfactory

Materials): Section 2300.

1. Measurement is by cubic yard.

2. Payment made only for actual amount of approved material placed and compacted as required within project limits and or as directed by Contracting Officer. No separate payment will be made for hauling or disposing of excess material.

3. Includes placement and compaction of approved material where required by Contracting Officer and not paid for under another pay item.

Y. Rock Excavation: Section 02300.

1. Measured by cubic yard.

2. Payment made only for actual amount of material excavated within limits required and or as directed by the Contracting Officer. No separate payment will be made for hauling or disposing of this material.

Z. Topsoil Stripping, Stockpiling & Placement: Sections 02300 and 02480.

1. Measured by square yard.

2. Includes hauling & stockpiling of excess material at a location on Depot specified by the Government or hauling & disposal at a location off Depot selected by the Contractor for future use.

AA. Off-Site Topsoil Material: Sections 02300 and 02480.

1. Measured by square yard.

2. Includes hauling of material to the Depot & placement at each defined project site. Excess material shall be stockpiled at a location defined by the Government for future use.

AB. Geotextile Filter Fabric, In Place: Sections 02373 and

02620.

1. Measured by Square Yards.

2. Includes furnishing and installing fabric as required to complete the installation of subdrainage systems.

AC. Seeding, Complete in place: Section 02480.

1. Measurement by the Square Yard of the actual quantity in place.

2. Includes seedbed preparation, including topsoil testing / analysis, fertilizer / soil supplement placement, seed application by preferred means for the

SECTION 01270 Page 7 of 16 area to be seeded (drop, drill, hydroseed), mulching and all required maintenance (watering, weed control, re-seeding) through the project guarantee period.

3. Separate payment categories are established for installation of Permanent and Temporary lawn areas.

AD. Sodding, Furnished and Placed: Section 02480.

1. Measurement by the Square Yard of the actual quantity in place.

2. Includes all required maintenance (watering, weed control, re-seeding) through the project guarantee period.

AE. Coarse Aggregate Backfill (PennDOT 2A), Complete in Place, Roadway Subbase: Section 02500.

1. Measurement is by Cubic Yard.

AF. Coarse Aggregate Backfill (AASHTO No. 57), Complete in

Place, Concrete Subbase: Sections 02521 and 02522.

1. Measurement is by Cubic Yard.

AG. Bituminous Pavement (Material Only Cost): Section 02500.

1. Measurement by the Ton.

2. Includes PennDOT BCBC and ID-2 Wearing Courses as established in Section 02500.

3. The unit price paid under this line item is controlled by the Contract's "Liquid Asphalt EPA Clause".

4. The unit price paid under this line item is determined using the API Index at the time the bituminous material is purchased.

AH. Furnish & Install Bituminous Pavement: Section 02500.

1. Measurement by the Ton.

2. Includes PennDOT BCBC and ID-2 Wearing Courses as established in Section 02500.

3. Includes furnishing and installing (spreading, finishing, etc.) all material.

4. Sealing of all edges of new pavement wearing course against existing concrete and bituminous surfaces with AC-20 Petroleum Asphalt Cement is considered incidental to this work.

AI. Bituminous Tack Coat: Section 02500.

1. Measurement by Square Yard.

AJ. Temporary Bituminous Surface (Cold Patch).

1. Measurement is by Ton.

SECTION 01270 Page 8 of 16

2. Installation and removal of material, including hauling and disposal off Depot is considered

AK. PennDOT Type 2S Guide Rail: Section 02515.

1. Installation of new Guide Rail (straight run rubbing rail) measured and paid by linear foot complete in place.

a. Installation of steel support posts is considered incidental to the installation of the straight runs of rubbing rail.

2. Installation of new Rail End Sections is measured as

Each.

3. Removal of existing Guide Rail and installation of new

Guide Rail measured and paid by Linear Foot complete in place.

4. No separate payment will be made for the disposal of existing guide rail components.

AL. Install New 6-inch Thick Concrete Sidewalk, Including

Excavation, Compaction, Subbase & Backfill: Section 02521.

1. Measurement by Square Yard.

2. Payment sub-categories are created to establish sidewalk placement area ranges in order to allow a discounted rate for larger projects.

AM. Remove Exist. Concrete Sidewalk & Install New 6-inch Thick

Concrete Sidewalk: Section 02521.

1. Measurement by Square Yard.

AN. Install New Concrete Curb (multiple reveal heights), Including Excavation, Compaction, Subbase & Backfill:

Section 02522.

1. Measurement by Linear Foot.

2. Payment sub-categories are created to establish curb placement length ranges in order to allow a discounted rate for larger projects.

3. Sawcutting, when required, is measured and paid for separately.

AO. Install New Concrete Curb Radius (multiple reveal heights), Including Excavation, Compaction, Subbase & Backfill:

Section 02522.

1. Measurement by Linear Foot.

2. Sawcutting, when required, is measured and paid for separately.

AP. Remove Exist. Concrete Curb (multiple reveal heights) and

SECTION 01270 Page 9 of 16

Install New Curb: Section 02522.

1. Measurement by Linear Foot.

2. Payment sub-categories are created to establish three curb replacement length ranges in order to allow a

3. Sawcutting is measured and paid for separately.

AQ. Remove Exist. Concrete Curb & Gutter and Install New Curb &

Gutter: Section 02522.

1. Measurement by Linear Foot.

2. Payment sub-categories are created to establish three

3. Sawcutting is measured and paid for separately.

AR. Install New 8" Thick Reinforced Concrete Pavement, 4,000

PSI Comp., 650 PSI Flex.: Section 03300.

1. Measurement by Square Yard.

2. Payment sub-categories are created to establish three

AS. Connect to Existing Slab; Drill Holes & Grout in #5 Bars:

Section 03300.

1. Measured as Each.

2. Sawcutting is measured and paid for separately.

AT. Pavement Markings: Section 02580.

1. Traffic Zone Paint is measured by Linear Foot when a line striping width is specified.

2. Traffic Zone Paint is measured by Square Foot when

Area Marking is specified.

3. Thermoplastic Pavement Marking is measured by Linear

Foot when a line striping width is specified.

4. Thermoplastic Pavement Marking is measured by Square

Foot when Legend Marking is specified.

5. Removal of Pavement Markings (lines) is measured by

Linear Foot.

6. Removal of Pavement Markings (legend markings) is measured by Square Foot.

7. All equipment and labor costs associated with preparation of existing pavement surfaces to receive pavement markings in accordance with the manufacturer's requirements is considered incidental to the work.

SECTION 01270 Page 10 of 16

AU. Install New Electrical Manhole or Handhole: Section 02582.

2. Trench excavation and structure bedding is measured and paid for separately under Section 02221.

AV. Install New 4’ I.D. Precast Concrete Manhole (Base & Cone, up to 4’ depth): Section 02601.

1. Installation of New Precast Concrete Manhole (Base and

Cone Section, up to 4’ Depth) is measured as Each.

2. Installation of New Precast Manholes greater than 4’ in depth require additional Precast Concrete Riser Sections, which area measured and paid for separately.

3. Trench excavation and structure bedding is measured and paid for separately under Section 02221.

AW. Install New 4’ I.D. Precast Concrete Manhole Riser

Section(s): Section 02601.

1. Installation of New Precast Concrete Manhole Riser

Section(s) is measured as Vertical Linear Feet (VLF).

2. Precast Concrete Riser Sections are measured in

Vertical Linear Feet (VLF). Precast Concrete Riser Sections are added to the cost of New Precast Concrete Manholes (Base and Cone Section, up to 4’ Depth), which are measured and paid for separately.

3. Trench excavation and structure bedding is measured and paid for separately under Section 02221.

AX. Manhole Frame and Cover, HS-25 Traffic Loading, 30” Dia.:

Section 02601.

1. Measured as Each.

2. Accessory items including integrally cast raised letters in cover, frame hold-down bolts, cover gasket and preformed plastic sealing compound are considered incidental to installation of Frame and Cover on New Precast Concrete Manhole installations.

AY. Raise Manhole Cover Frames or Inlet Top Units using Precast

Grade Rings: Sections 02601 and 02721.

1. Measured as Each.

2. Demolition of existing pavement and installation of new preformed plastic sealing compound and/or waterproof grout is considered incidental to the work.

3. Restoration of new pavement is to be measured and paid

AZ. Remove Existing & Install New Reinforced…