TECHNICAL SPECIFICATIONS

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SECTION 01 1100

SUMMARY OF WORK

PART 1 - GENERAL

1.01 SUMMARY

A. Section Includes:

1. Scope of Work

2. Description of Work

3. Work Sequence

4. Notice to CONTRACTOR

1.02 SCOPE OF WORK

The intent and meaning of the Contract Documents require that you, the CONTRACTOR, under the terms of the Contract, take such action as necessary or required to provide labor, plant, materials, equipment, transportation, facilities, and appurtenances thereto, which are indicated, or reasonably implied by each Section of the Specifications, all of which are collectively necessary and required for the execution of the Work.

1.03 DESCRIPTION OF WORK

A. The OWNER will award a contract which will commence within 60 calendar days. Under this contract, you, the CONTRACTOR will:

1. Construct new pressure sewer and appurtenances by directional drilling, as indicated on the Drawings.

2. Construct laterals to the proposed pressure sewer piping.

3. Complete all required pavement and vegetative restoration, as shown on the Drawings.

B. This general outline does not in any way limit the responsibility of the CONTRACTOR to perform all work and furnish the required materials, equipment and labor as shown or required by the contract documents.

C. Provide completely and in full all materials, equipment, and labor obviously a part of the Work and necessary for the proper operation and installation of same, although not specifically indicated in the contract documents, as if called for in detail, without additional cost to the

OWNER.

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1.04 WORK SEQUENCE

A. Coordinate construction schedule and operations with the OWNER.

1.05 NOTICE TO CONTRACTOR

A. Obtain and pay for use of additional storage or work areas needed for operations.

B. Conduct construction operations to insure the least inconvenience to the general public.

C. Assume full responsibility for protection and safekeeping of products stored on premises.

1.06 NOTE TO CONTRACTOR ABOUT THESE TECHNICAL SPECIFICATIONS

These specifications are written in the imperative mood and mostly in streamlined form. This imperative language is directed to you, the CONTRACTOR, unless specifically noted otherwise. The words “shall be” are to be included in inference where a colon (:) is used within sentences or phrases.

PART 2 - PRODUCTS

This part not used.

PART 3 - EXECUTION

END OF SECTION

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SECTION 01 2900

CONTRACT CONSIDERATIONS

PART 1 – GENERAL

A. Section Includes:

1. Schedule of Values

2. Application for Payment

B. Related Sections:

1. Section 01 3300 – Submittal Procedures

1.02 SCHEDULE OF VALUES

A. Submit typed schedule on form EJCDC 1910-8-E. CONTRACTOR’s standard form or electronic media printout will be considered.

B. Subdivide the Work into component parts in sufficient detail to serve as the basis for progress payments.

C. Revise schedule to list approved Change Orders, with each Application for Payment.

1.03 APPLICATIONS FOR PAYMENT

A. The procedure for submittal, review, and payment of monthly applications for progress payments shall be established at the preconstruction conference. Submit one (1) executed original and four

(4) copies of each application for payment to the ENGINEER on form EJCDC 1910-8E with attachments referenced to the original Schedule of Values, which identifies quantity of work completed, quantity of material stored and the total amount completed and stored for each individual pay item. Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the CONTRACTOR. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application.

PART 2 – PRODUCTS

PART 3 – EXECUTION

01 2900-2

APPLICATION FOR PAYMENT NO.__________

To: (OWNER)

From: (CONTRACTOR)

Contract: WEST CHESTER PIKE SEWER EXTENSION

OWNER’s Contract No. ENGINEER’s Project No. 13-5510.01

For Work accomplished through the date of:

1. Original Contract Price: $

2. Net change by Change Orders and Written Amendments (+ or -): $

3. Current Contract Price (1 plus 2): $

4. Total completed and stored to date: $

5. Retainage (per Agreement):

____% of Completed Work: $ ____% of Stored Material: $ Total Retainage: $

6. Total Completed and stored to date less retainage (4 minus 5) $

7. Less previous Application for Payments: $

8. DUE THIS APPLICATION (6 MINUS 7): $

Accompanying Documentation:

CONTRACTOR’s Certification:

The undersigned CONTRACTOR certifies that (1) all previous progress payments received from OWNER on account of Work done under the Contract referred to above have been applied on account to discharge CONTRACTOR’s legitimate obligations incurred in connection with Work covered by prior Applications for Payment numbered 1 through ____ inclusive; (2) title of all Work, materials and equipment incorporated in said Work or otherwise listed in or covered by this Application for Payment will pass to OWNER at time of payment free and clear of all Liens, security interests and encumbrances (except such as are covered by a Bond acceptable to OWNER indemnifying OWNER against any such lien, security interest or encumbrance); and (3) all Work covered by this Application for Payment is in accordance with the Contract Documents and not defective.

Dated

CONTRACTOR

By:

State of ______________________________ County of ____________________________ Subscribed and sworn to before me this ____ Day of , 20____.

Notary Public My Commission expires:

Payment of the above AMOUNT DUE THIS APPLICATION is recommended.

Dated CARROLL ENGINEERING CORPORATION

By:

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Application No. _______ Date: _____________

ITEM UNIT

PRICE

ESTIMATED

QUANTITY

SCHEDULE OF

VALUES

AMOUNT

QUANTITY

COMPLETED

AMOUNT % MATERIAL

STORED

AMOUNT

COMPLETED

AND STORED

1.

2.

3.

4.

5.

6.

7.

8.

9.

TOTAL $ $ $ $

Note: Total Schedule of Values Amount should equal the current Contract Price.

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APPLICATION FOR PAYMENT

INSTRUCTIONS

A. GENERAL INFORMATION

The sample form of Schedule of Values is intended as a guide only. Many projects require a more extensive form with space for numerous items, descriptions of Change Orders, identification of variable quantity adjustments, summary of materials and equipment stored at the site, and other information. It is expected that a separate form will be developed by ENGINEER and CONTRACTOR at the time CONTRACTOR's Schedule of Values is finalized.

Note also that the format for retainage must be changed if the Contract permits (or the law provides), and CONTRACTOR elects to deposit securities in lieu of retainage. Refer to Article 14 of the General Conditions for provisions concerning payments to CONTRACTOR.

B. COMPLETING THE FORM

The Schedule of Values, submitted and approved as provided in paragraphs 2.05.B.3 and 2.07 of the General Conditions should be reproduced as appropriate in the space indicated on the Application for Payment form. Note that the cost of materials and equipment is often listed separately from the cost of installation. Also, note that each Unit Price is deemed to include CONTRACTOR's overhead and profit. All Change Orders affecting the Contract Price should be identified and included in the Schedule of Values as required for progress payments. The form is suitable for use in the Final Application for Payment as well as for Progress Payments;

however, the required accompanying documentation is usually more extensive for final payment.

All accompanying documentation should be identified in the space provided on the form.

C. LEGAL REVIEW

All accompanying documentation of a legal nature, such as Lien waivers, should be reviewed by an attorney, and ENGINEER should so advise OWNER.

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SECTION 01 2973

MEASUREMENT AND PAYMENT

A. Section Includes:

1. Measurement and payment criteria applicable to the Work performed under a unit price or lump sum payment method.

2. Defect assessment and non-payment for rejected work.

1.02 QUALITY ASSURANCE

A. Work completed under the Contract shall be measured by the ENGINEER according to the standards of weights and measures recognized by the U.S. Bureau of Standards.

B. The method of measurement and computations to be used in determination of quantities of material furnished and of work performed under the Contract, will be those methods generally recognized as conforming to good engineering practice.

C. Measurement for area computations will be made on the surface. Pay measurements for area computations will not exceed the neat dimensions indicated on the Drawings, unless otherwise ordered in writing by the ENGINEER.

D. Structures will be measured according to neat lines indicated on the Drawings, or as altered to fit field conditions. No payment will be made for length, width, or depth, in excess of that indicated on the Drawings or in the Standard Details, or specified for any construction, unless otherwise approved by the ENGINEER in writing.

E. Items which are measured by the lineal foot, such as pipe, will be measured parallel to the base or foundation upon which such items are placed.

F. In computing volumes of excavation, the average end area method, based on horizontal measurements, or other acceptable methods will be used.

G. The term "each", when used as an item of payment, will mean complete payment for the work described in the Contract Documents.

H. The Term "lump sum", when used as an item of payment, will mean complete payment for the work described in the Contract Documents, including all necessary fittings and accessories, and required testing. Payment will be made based on the estimated percentage of the lump sum work item completed relative to the base lump sum price, until such time that the total work to be performed is complete, at which time the total lump sum price is payable and due.

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I. The term “deep”, when used as an item of payment, will mean a measurement from the finished surface grade to the invert of the pipe; or in case of a manhole, from the rim elevation to the invert out elevation.

1.03 PAYMENT

A. Payment Includes: Full compensation for all required labor, products, tools, equipment, plant, transportation, services, and incidentals; erection, application, or installation of an item of the Work;

overhead and profit.

1. “Incidentals” are to be considered as an additional obligation to the other work required for the item(s). Incidental work is not payable directly but is to be considered included in the contract price for the item(s) of work specified.

2. All work not specifically identified as a separate bid item in paragraphs of Part 3 of this

Section is “Incidental”.

B. Final payment for Work governed by unit prices will be made on the basis of the actual measurements and quantities, subject to the established pay limits, accepted by the ENGINEER multiplied by the unit sum/price for Work, which is incorporated in or made necessary by the Work.

1.04 DEFECT ASSESSMENT

A. Replace the Work, or portions of the Work, not conforming to specified requirements.

B. If, in the opinion of the ENGINEER, it is not practical to remove and replace the Work, the

ENGINEER will direct one of the following remedies:

1. The defective work may remain, but the unit sum/price will be adjusted to a new sum/price at the discretion of the ENGINEER and OWNER.

2. The defective work will be partially repaired to the instructions of the ENGINEER, and the unit sum/price will be adjusted to a new sum/price at the discretion of the ENGINEER.

C. The individual specification sections may modify these options or may identify a specific formula or percentage sum/price reduction.

D. The authority of the ENGINEER and OWNER to assess the defect and identify payment adjustments is final.

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PART 3 – EXECUTION

3.01 FORCE MAIN INSTALLED BY HORIZONTAL DIRECTIONAL DRILL

(Bid Items 1 through 3)

A. Basis of Measurement: By the linear foot. Measurement will be made to the nearest linear foot.

No deduction will be made in length for fittings.

B. Basis of Payment: Work includes but is not limited to pre and post construction submittals, clearing, grubbing, pipe, tracer wire, saw cutting, horizontal directional drilling, pipe fusion, drilling fluid supply and disposal, unclassified excavation, disposal of excavated material, and any existing pipe or appurtenances that must be removed to accommodate the new installation, dewatering, bedding, installation, backfill, compaction, compaction testing, sheeting and shoring, temporary support of utility poles, soils testing where applicable, pressure testing, finished grading and seeding. No additional payment will be made when the CONTRACTOR excavates or drills by error or intent beyond the limits shown on the Drawings.

3.02 FORCE MAIN INSTALLED BY OPEN CUT (Bid Item 4)

A. Basis of Measurement: By the linear foot. Measurement will be made to the nearest linear foot.

No deduction will be made in length for fittings.

B. Basis of Payment: On a lineal foot basis, complete in place, for the pipe type, class, size, and type of backfill material indicated on the Bid Form. Work includes, but is not limited to, site preparation, preconstruction video-taping, clearing, grubbing, saw cutting, excavation, dewatering, sheeting and shoring, temporary support of utility poles, bedding as specified, trenching, furnishing and laying pipe, backfilling (suitable and stone), compaction, sewer line marking tape, tracer wire for force mains, testing, removal of surplus and/or unsuitable material, avoidance/protection of existing facilities.

3.03 FORCE MAIN FITTINGS (Bid Items 5 through 7)

A. Basis of Measurement: By the number of fittings of the type and size installed. Joint restraints, sleeves, and couplings are incidental to the fittings.

B. Basis of Payment: Includes all material and labor required for installation of force main fittings, including excavation, dewatering, sheeting/shoring, bedding, backfilling, compaction, fitting, joint restraints at all fittings, joint restraints at required pipe joints upstream and downstream of bends, pipe fusion, rods, testing, and incidentals.

3.04 PRESSURE SEWER LATERAL CONNECTION PIT (Bid Item 8)

A. Basis of Measurement: By the number of individual lateral connection pits installed, complete in place.

B. Basis of Payment: Includes clearing and grubbing, unclassified excavation, dewatering, shoring, bedding as specified, furnishing, and installing the corrugated plastic water meter box, meter box cover, valves, supports, piping and fittings inside connection pit, piping from connection pit to main line, backfilling, testing, removal of surplus or unsuitable material, and incidentals.

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3.05 TEST PITS (Bid Item 9)

A. Basis of Measurement: By the number of areas where test digging is completed. Test digging is required at every location where a utility crosses the path of the directional drilling.

B. Basis of Payment: On a unit price basis for each area where test digging is required as indicated on the Bid Form. Payment includes site preparation, saw cutting, unclassified excavation, dewatering, sheeting, and shoring, temporary support of utility poles, backfill materials, compaction, surface restoration, and incidentals. No additional payment will be made when the CONTRACTOR excavates by error or intent beyond the limits shown on the Drawings.

1. It is assumed that there is a gas service and water service for each property where the force main is being installed. The service locations were not provided in response to the design One Call. All service depths will need to be verified by test pit.

3.06 CONNECTION TO EXISTING MANHOLE (Bid Item 10)

A. Basis of Measurement: By the number of individual connections made to existing sanitary sewer manholes.

B. Basis of Payment: Includes clearing, grubbing, roadway saw cutting, unclassified excavation, dewatering, trench support, core drilling, gaskets, modification of the flow channel, backfill materials, compaction and compaction testing, and maintenance of existing sewer service. No additional payment will be made when the CONTRACTOR excavates by error or intent beyond the limits shown on the Drawings and indicated in the Specifications.

3.07 FINISH GRADING & SEEDING (Bid Item 11)

A. Basis of Measurement: By the actual lineal feet of finished grading and seeding of restoration over piping in non-paved areas measured along the centerline of the pipeline. No deduction will be made in length for lateral fittings.

B. Basis of Payment: On a lineal foot basis, complete in place. Payment includes final grading, topsoil, soil supplements, seed installation, watering and maintenance, jute matting, and any other erosion and sedimentation control activities. Payment also includes restoration of plants, shrubs and landscaping, restoration of temporary stockpile areas, and wetlands including replacement of hydric soils, and restoration of mailboxes, fences, stone walls, and all other surface features to preconstruction condition. No additional payment will be made for restoration of non-paved area damage outside the limits shown on the Drawings due to the CONTRACTOR's operations.

3.08 TEMPORARY PAVEMENT TRENCH RESTORATION (Bid Item 12)

A. Basis of Measurement: By the lineal foot. Measurement for temporary pavement restoration will be based on the lineal footage of restoration installed in roadways, measured along the centerline of the pipelines.

01 2973-5

B. Basis of Payment: On a unit price basis per lineal foot, complete in place, for all components of temporary road restoration. Payment includes subgrade compaction, roadway saw cutting, pavement joints, tack coat, milling, furnishing paving materials, installation of pavement course(s) as specified, maintenance of paving, sealing, testing as shown on the Drawings. No additional payment will be made for restoration of roadway damage outside the limits shown on the Drawings due to the Contractor’s operations.

3.09 PERMANENT BASE AND BINDER COURSE RESTORATION IN STATE ROADS

(Bid Item 13)

A. Basis of Measurement: By the linear foot. Measurement for pavement restoration shall be based on the actual lineal feet of permanent pavement restoration installed in roadways, shoulders, and driveways, located within public rights of way and easements, measured along the centerline of the pipeline. The limits for trench width will be as shown on the Drawings.

B. Basis of Payment: Payment for paving restoration will be made on a unit price per lineal foot basis, complete in place, for all components of road restoration, as indicated on the Bid Form.

Payment includes subgrade compaction, saw cutting, pavement joints, tack coat, furnishing paving materials, installation of pavement course(s), maintenance of paving, sealing, line striping, testing, and incidentals. No additional payment will be made for restoration of roadway, shoulder, or driveway damage outside the limits shown on the Drawings due to the CONTRACTOR's operations.

3.10 MILL AND OVERLAY AND SURFACE TREATMENT OF STATE ROADS (Bid Item 14)

A. Basis of Measurement: By the square yard. Measurement for permanent mill and overlay or surface treatment will be based on based on square yardage measured, within the limits of paving restoration, installed in roadways, shoulders, and driveways.

B. Basis of Payment: On a unit price per square yard basis, complete in place. Payment includes subgrade, compaction, final roadway saw cutting, pavement joints, tack coat, milling, materials, installation of pavement course(s) or surface treatment as specified, sealing, striping, and testing, as shown on the Drawings. No additional payment will be made for restoration of roadway damage outside the limits shown on the Drawings due to the Contractor's operations.

3.11 EROSION AND SEDIMENT CONTROL (Bid Item 15)

A. Basis of Measurement: Measurement for erosion and sedimentation controls will be on a lump sum basis, complete in place.

B. Basis of Payment: Includes labor, equipment, materials, and incidentals necessary for the installation, maintenance, and removal of inlet protection, construction entrances, silt fencing, pumping equipment, and sediment filters for dewatering, including restoration (finish grading and seeding) in all areas disturbed by the construction and subsequent removal of all erosion and sediment pollution controls.

01 2973-6

3.12 TRAFFIC CONTROL (Bid Item 16)

A. Basis of Measurement: Measurement of traffic control will be on a lump sum basis in accordance with the Specifications and Drawings.

B. Basis of Payment: Payment for traffic control will be on a lump sum basis complete. Payment includes labor, equipment, and materials for the installation, maintenance, and removal of all traffic control devices for the duration of the project.

3.13 PRECONSTRUCTION CONDITION VIDEO SURVEY (Bid Item 17)

A. Basis of Measurement: Measurement of the preconstruction condition video survey shall be on a lump sum basis for the entire survey, acceptably completed in accordance with the Specifications and/or as shown on the Drawings.

B. Basis of Payment: Payment for the preconstruction condition video survey shall be a single payment made at the lump sum price, as indicated on the Bid Form. The price and payment will constitute full compensation for furnishing all labor, materials, and equipment to acceptably complete the precondition survey, including survey(s) for blasting, if blasting takes place.

3.14 NON-PAYMENT FOR REJECTED PRODUCTS

A. Payment will not be made for any of the following:

1. Products wasted or disposed of in a manner that is not acceptable.

2. Products determined as unacceptable before or after placement.

3. Products not completely unloaded from the transporting vehicle.

4. Products placed beyond the lines and levels of the required Work.

5. Products remaining on hand after completion of the Work.

6. Loading, hauling, and disposing of rejected products.

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SECTION 01 3100

PROJECT MANAGEMENT AND COORDINATION

1.01 PROJECT COORDINATION

A. CONTRACTOR is responsible for coordinating his work and the work of any subcontractors in order to produce the finished product as intended by the Contract Documents. Claims for extra work resulting from failure to properly coordinate the work of all trades will not be honored.

B. CONTRACTOR shall coordinate scheduling, submittals, and work of the various sections of

Specifications to assure efficient and orderly sequence of installation of construction elements, with provisions for accommodating items to be installed later.

1.02 COORDINATION MEETINGS

A. CONTRACTOR shall schedule and hold coordination meetings and preinstallation conferences with OWNER, ENGINEER, and any subcontractors to assure coordination of the work.

1.03 COORDINATION OF SUBMITTALS

A. Schedule and coordinate submittals as specified in Section 01 3300.

B. Coordinate requests for substitutions to assure compatibility of space, of operating elements, and effect on work of other sections.

1.04 COORDINATION WITH OWNER AND ENGINEER

A. Notify OWNER five (5) days in advance of beginning work in a work area.

B. CONTRACTOR shall provide OWNER with a schedule indicating anticipated dates of disruption to sanitary sewer service with corresponding address. CONTRACTOR shall submit a weekly update of this schedule.

C. Operate existing equipment and valves only with permission of OWNER and in presence of

OWNER's designated representative.

D. Cooperate with OWNER to keep existing facilities in service during construction.

1.05 COORDINATION OF PROJECT CLOSEOUT

A. Coordinate completion and cleanup of portions of work designated for partial usage by the OWNER in preparation for Substantial Completion.

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B. After OWNER's occupation of premises, coordinate access to site for correction of defective work and work not in accordance with Contract Documents, to minimize disruption of OWNER's activities.

C. Assemble and coordinate closeout submittals specified in Section 01 7700.

1.06 COORDINATION OF UTILITIES AND OTHER OWNERS

A. Prior to beginning construction, inform all public service companies, individuals, and others owning or controlling any facilities or structures within the project, which may be affected by the work, that it will commence on a certain date.

B. Where the proposed facilities cross telephone, telegraph or electric cables, gas, oil or water lines, sewers, or other facilities and structures on, under or over the proposed facilities, it shall be the responsibility of CONTRACTOR to give the owner of the facility due notice of the proposed crossing to permit the owner of the affected facility time to send a field representative to the site to mark, guard, or protect the facility if the owner of the affected facility so desires. CONTRACTOR shall cooperate with facility owners by arranging and performing work in and around such facilities, without additional compensation, to facilitate their relocation, preservation or reconstruction, as may be required. In addition, CONTRACTOR shall obtain names of persons to contact if damage should occur during construction operations. The ENGINEER will cooperate in working out construction problems involved with existing utilities and other facilities, but without relieving CONTRACTOR of CONTRACTOR’s responsibility.

C. CONTRACTOR's attention is directed to the Provisions of Pennsylvania General Assembly Act

No. 287 as they apply to the work under this Contract.

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SECTION 01 3119

PROJECT MEETINGS

1.01 PRECONSTRUCTION CONFERENCE

A. A preconstruction conference will be held prior to the start of work in accordance with the General

Conditions.

B. The CONTRACTOR will be notified as to the location, date and time of this conference and will be expected to attend with the designated Project Superintendent.

C. A proposed construction schedule shall be prepared by the CONTRACTOR and shall be submitted to the ENGINEER at or before the preconstruction conference.

1.02 PROGRESS MEETINGS

A. During the construction period, progress meetings shall be held with the ENGINEER at the job site to discuss recent developments and future work plans as they relate to the schedule.

B. Progress meetings will be held bi-weekly, in general, but the interval between meetings may be increased or decreased by the ENGINEER to suit the then current circumstances.

C. The CONTRACTOR and major subcontractors shall be represented at every meeting by a responsible member of their respective organizations.

D. All decisions and interpretations given by the ENGINEER at project meetings shall be on behalf of the OWNER and shall be conclusive on each CONTRACTOR or subcontractor affected.

E. The proceedings of these meetings will be recorded by the ENGINEER and each required representative at meetings will be furnished one copy.

F. The ENGINEER's act of conducting meetings and recording and distributing meeting minutes on behalf of the OWNER, shall not be construed as coordinating or scheduling CONTRACTOR's work.

G. If a change of meeting date/time is required due to causes beyond control of the OWNER or

ENGINEER, the ENGINEER will advise each concerned party in advance of such change.

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01 3233-1 (7/26) 135510_01 3233.docx

SECTION 01 3233

PHOTOGRAPHIC DOCUMENTATION

1.01 DESCRIPTION

A. CONTRACTOR shall engage the services of a professional electrographer actively engaged in color audio-DVD or CD recordings for various municipalities and construction projects similar to the work included under this Contract.

1.02 QUALITY ASSURANCE

A. OWNER may make such investigation as OWNER deems necessary to determine the ability of the electrographer to perform the work, and the CONTRACTOR shall furnish to the OWNER all such information and data for this purpose as the OWNER may request. OWNER reserves the right to reject any electrographer if the investigation of such electrographer fails to satisfy the OWNER that such electrographer is properly qualified to carry out the work specified herein. Upon rejection of an electrographer, the CONTRACTOR shall engage the services of another electrographer, which shall undergo the review and approval process specified hereinbefore.

B. No construction shall begin prior to the review and approval of the DVD’s or CD’s covering the construction area. Any recorded coverage not acceptable to the ENGINEER shall be refilmed at no additional charge. All DVD’s or CD’s and written records shall become the property of the

OWNER.

1.03 SUBMITTALS

A. Two (2) complete copies of project coverage CD’s or DVD’s shall be submitted to the ENGINEER for approval.

1.04 JOB CONDITIONS

A. All recording shall be done during times of good visibility. No recording shall be done during periods of visible precipitation or when more than 10% of the ground area is covered with snow, unless otherwise authorized by the ENGINEER.

2.01 EQUIPMENT

A. Mobile Unit:

When conventional wheeled vehicles are used, the distance from the camera lens to the ground shall not be less than 12 feet to insure proper perspective.

01 3233-2

In some instances, recorded coverage will be required in areas not accessible by conventional wheeled vehicles. Such coverage shall be obtained by walking or special conveyance approved by the ENGINEER.

B. Audio-video recording medium:

The CONTRACTOR shall furnish professional grade DVD or CD recording equipment and a sufficient quantity of DVDs or CDs to record the work. DVDs or CDs shall become the property of the OWNER at the completion of the project.

C. Camera:

Video output from camera(s) used must be capable of producing NTSC-525 lines/60 field/s.

Resolution in the Y channel, minimum 500 TV lines at center, utilizing a bias lit beam split prism, in combination with a Professional and/or Industrial charge-coupled device (CCD) camera, for optimum color imagery and minimum lag through 3.1 meter (10 foot) candles, with Geometric Distortion not to exceed 1.5% of Picture Height at any point in picture area.

D. Lighting:

The CONTRACTOR shall provide, if required, all lighting and power therefore, to fill in all shadow areas caused by trees, signs, and other objects.

2.02 RECORDED INFORMATION

A. Audio:

Each DVD or CD shall begin with the current date, project name and municipality and be followed by the general location, i.e., name of the street or location of "cross-country" line, viewing side and direction of progress.

B. Video:

Periodic transparent alpha numeric information consisting of the name of the project, name of the area covered, direction of travel, viewing side, etc., shall appear on the screen. To preclude the possibility of tampering or editing in any manner, all video recordings shall, by electronic means, display continuously and simultaneously generated transparent digital information to include the date and time of recording. The date information shall contain the month, day, and year (for example 10/5/04) and shall be placed directly below the time information. The time information shall consist of hours, minutes, and seconds, separated by colons (for example 10:35:18). This transparent information shall appear on the extreme upper left-hand third of the screen or as approved by the OWNER’s Representative.

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C. Audio-video Tracks:

The DVD or CD shall consist of both visual and audio information, recorded simultaneously.

Tracks shall consist of original live recordings and thus shall not be copies of other audio or video recordings. Audio track shall contain the narrative commentary of the electrographer, recorded simultaneously with his fixed elevation visual record of the zone of influence of construction.

Provide a microphone and mixing equipment for the narrative commentary and evaluations of the ground level remote technician whose function shall be to provide a complete circumspection of any features not adequately visible to the electrographer and to describe in detail the extent of any damage encountered. The ENGINEER shall have the option of recording comments on the audio track.

3.01 DVD or CD COVERAGE

A. The entire project site shall be recorded. Zone of influence shall extend to 50 feet from each side of the proposed pipeline.

B. Recorded coverage shall include all surface features located within the above mentioned area supported by appropriate audio description. Audio description shall be made simultaneously with video coverage. Such coverage shall include, but not be limited to, all existing driveways, road surface, sidewalks, curbs, ditches, roadways, landscaping, trees, culverts, headwalls, and retaining walls or buildings located within the above described area.

C. Houses and buildings shall be identified visually by house number, when visible, in such a manner that structures of the proposed system, i.e., manholes, can be located by reference.

D. The rate of speed in the general direction of travel of the conveyance used during recording shall not exceed 48 feet per minute. Panning rates and zoom-in, zoom-out rates shall be controlled sufficiently such that during playback will produce clarity of the object viewed.

3.02 IDENTIFICATION

A. All DVD’s or CD’s (on the disk and on storage case) shall be properly identified by number, location and project name and municipality in a manner acceptable to the ENGINEER.

B. A record of the contents of each DVD or CD shall be supplied by a sheet identifying each segment in the disk by location, i.e., roll number, street or road viewing, tape counter number, viewing side, point starting from, traveling direction, and ending destination point.

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SECTION 01 3300

SUBMITTAL PROCEDURES

1.01 CONSTRUCTION SCHEDULE

A. Construction Schedule shall be horizontal bar-chart type with a separation time bar for each significant construction activity. No activity on the schedule shall have a duration longer than fifteen (15) days, with the exception of fabrication, procurement and punch list activities.

Activity duration shall be the total number of actual days required to perform that activity including consideration of weather impact on completion of that activity.

B. Prepare the schedule on a sheet, or series of sheets, of reproducible media and sufficient width to show data for the entire construction period. Provide a continuous vertical line to identify the first working day of each week. Within each time bar, indicate estimated completion percentage in 10 percent increments. As work progresses, place a contrasting mark in each bar to indicate actual completion.

C. Secure time commitments for performing critical elements of the work from all parties involved.

Coordinate each element on the schedule with other construction activities. Show each activity in proper sequence. Graphically indicate the sequences necessary for completion of related portions of the work.

D. Coordinate the Construction Schedule with the Schedule of Values, list of subcontractor, list of suppliers, and anticipated submittal schedule for shop drawings, product data and samples.

E. Indicate completion in advance of the date established for Substantial Completion. Indicate

Substantial Completion on the schedule to allow time for the ENGINEER's procedures necessary to issue a Certificate of Substantial Completion.

F. Following favorable response to the submittal by the ENGINEER, print and distribute copies to each subcontractor and other parties required to comply with scheduled dates. Post copies in the temporary field office(s). When revisions are made, distribute to the same parties and post in the same locations. Delete parties from distribution when they have completed their assigned portion of the work and are no longer involved in construction activities.

G. In general, revise the schedule every month. All Change Orders to the Contracts or other activity, where revisions have been recognized or made, must be incorporated into the schedule.

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1.02 APPLICATIONS FOR PAYMENT

A. The procedure for submittal, review and payment of monthly applications for progress payments shall be established at the preconstruction conference. Submit one (1) executed original and four

(4) copies of each application for payment to the ENGINEER in a format similar to AIA Document G702 and Continuation Sheets G703. Complete every entry on the form, including notarization and execution by person authorized to sign legal documents on behalf of the CONTRACTOR. Incomplete applications will be returned without action. Entries shall match data on the Schedule of Values and Construction Schedule. Use updated schedules if revisions have been made. Include amounts of Change Orders issued prior to the last day of the construction period covered by the application.

1.03 SHOP DRAWINGS, PRODUCT DATA, SAMPLES AND CERTIFICATIONS

A. Fabricated materials or equipment to be incorporated in the work shall be subject to review by the ENGINEER. The CONTRACTOR shall obtain and check prints of manufacturer's certified shop drawings and other pertinent data. When the CONTRACTOR has reviewed the shop drawings and is satisfied they are correct, he shall number each submittal (shop drawing, certificate, manual) and submit them to the ENGINEER for review. Submittal numbering system shall be the section number referenced by these Specifications followed by the submittal number (i.e., 32 1200-1, 33 3300-1 and 33 3300-2).

B. Shop drawings are intended to mean fabrication and installation drawings. These drawings and pertinent data shall be complete and in such detail as the ENGINEER may require for providing information regarding the design, installation, testing, and operation for products and/or equipment.

C. All costs necessary for compliance with the requirements of this section of the Specifications shall be included in the bid.

D. Detailed shop drawings, data, and literature for fabricated materials or equipment to be incorporated in the work shall be submitted to the ENGINEER for review at least two weeks before fabrication. The CONTRACTOR shall obtain and check manufacturer's shop drawings, certified prints, and other pertinent data for conformance with all requirements of the Drawings and Specifications in ample time to permit satisfactory progress of the work.

E. After completion of such checking and verification by the CONTRACTOR, the CONTRACTOR shall include a full completed copy of Attachment 1 as a cover sheet for the shop drawing. In addition, the submittal number shall be written or typed in the lower right hand corner of all copies of each shop drawing. The submittal numbering system should be the specification section number followed by the submittal number (i.e. 33 3113-1 - Ductile Iron Pipe, 33 3113-2 -PVC Pipe). Failure to include a cover sheet or not numbering submittals shall be grounds for rejection of the submittal by the ENGINEER. (See Attachment 1 at the end of this section).

01 3300-3

F. All data, drawings, and correspondence from subcontractors, material men, or suppliers shall be routed through the CONTRACTOR. This procedure is required so that the CONTRACTOR's superintendent can familiarize himself with all information which the CONTRACTOR sends to the ENGINEER and also to prevent the ENGINEER from taking action upon something other than that which is desired by the CONTRACTOR. The ENGINEER shall consider for review only such data and details as are verified and transmitted to him directly by the CONTRACTOR.

G. All correspondence between the ENGINEER and the CONTRACTOR, all shop drawings, and all data for review of drawings or materials will be handled by the ENGINEER. All such data shall be delivered directly to him at the ENGINEER's office. The replies pertaining to these matters will be delivered to the CONTRACTOR or the CONTRACTOR's representative at the job site.

H. A sufficient number of shop drawings and review data shall be submitted to the ENGINEER, who will retain five (5) copies of each submittal. All additional copies, up to a maximum of four (4), received by ENGINEER will be returned to the CONTRACTOR or CONTRACTOR’s representative at the job site. The ENGINEER's notations of the action which the ENGINEER has taken will be noted on all the returned copies. Sufficient time for the review of all shop drawing submittals shall be allowed in the CONTRACTOR's schedule. A minimum of two weeks shall be allotted for each shop drawing review.

I. Drawings of minor or incidental fabricated materials and/or equipment may not be required by the ENGINEER. The CONTRACTOR shall furnish the ENGINEER with tabulated lists of such fabrications, showing the names of the manufacturers and catalog numbers, together with samples of general data as may be required to permit intelligent determination as to their accep-tability for incorporation in the work.

J. Upon successful review by the ENGINEER of the shop drawings, data sheets, samples, other data, the fabrications furnished shall be in conformity with the same. The acceptance of the shop drawings, data sheets, samples or other data shall in no way release the CONTRACTOR from CONTRACTOR’s responsibility for the proper fulfillment, by any fabrication, of the requirements of the Agreement.

K. All reviews of shop drawings, data sheets or literature are subject to the products fulfilling the specific requirements of the Drawings and Specifications. Review of items that do not conform in detail to the specified product shall place upon the CONTRACTOR the responsibility for suc-cessful operation of the proposed product. Should the item subsequently prove to be defective or otherwise unsatisfactory for the service for which it was intended, the CONTRACTOR shall, without cost to the OWNER and without obligation on the part of the ENGINEER, replace the item with the material originally specified. The ENGINEER's review of shop drawings or layout for any material, apparatus, or device shall not relieve the CONTRACTOR from the responsibility of furnishing the same of proper dimension, size, quantity, quality, and all perfor-mance characteristics to efficiently perform the requirements and intent of the Contract Documents. Such review shall not relieve the CONTRACTOR from responsibility for errors of any sort on the shop drawings. If the shop drawings deviate from the Contract Documents, the CONTRACTOR shall advise the ENGINEER of the deviations, in writing accompanying the shop drawings, including the reasons for the deviations, and shall request a deviation from the Contract Documents as hereinafter described.

01 3300-4

L. The shop drawings are intended to be utilized by the CONTRACTOR for additional fabrication, assembly, and erection data. The shop drawings do not change or supersede the Drawings and Specifications except in specific cases when the CONTRACTOR requests, in writing, a deviation from the Drawings and Specifications. The CONTRACTOR's request for a change shall give, in detail; the specific change requested and shall state the reason for the change. Changes requested by the CONTRACTOR and reviewed by the ENGINEER shall not be construed to include acceptance of any change except the changed details specifically requested and accepted.

M. It shall be the responsibility of the CONTRACTOR to make all the necessary changes in other items, which result from deviations or changes requested by the CONTRACTOR and reviewed by the ENGINEER, so that all items perform the requirements and intent of the Contract Documents.

N. CONTRACTOR shall furnish the number of samples required by individual sections of the

Specifications. Submit samples under separate transmittal letter with appropriate section and article number of the Specifications as identification. A separate transmittal letter is required for each sample submitted.

O. CONTRACTOR shall furnish all certifications including Statements of Compliance, Installation

Certificates, and certified test results as required by individual sections of the Specifications.

Submit certificates under separate transmittal letter using the same numbering system as specified for shop drawings and product data. The number of certifications submitted shall be the same as used for shop drawing and review data submittals.

P. CONTRACTOR shall make resubmittals under procedures specified for initial submittals and shall identify changes made since previous submittals. ENGINEER will review the first submittal and the first resubmittal at no cost to the CONTRACTOR. Additional submittals will be reviewed by the ENGINEER and the costs for these reviews will be borne by the CONTRACTOR. These costs when incurred by the CONTRACTOR will be deducted from CONTRACTOR's progress payments. Each resubmittal shall contain the original submittal number with a suffix letter after the original number such as "A" for the first resubmittal, "B" for the second resubmittal, "C" for the third, and so forth.

1.04 WARRANTIES

A. CONTRACTOR shall obtain warranties, executed by responsible subcontractors, suppliers, and manufacturers, within ten (10) days after completion of the applicable item of work. Except for items put into use with the OWNER's permission, leave date of beginning of time warranty until the date of Substantial Completion is determined.

B. Warranties shall be bound in a commercial quality 8 1/2" x 11" three-ring side binders, with hardback, cleanable, plastic covers. Label cover of each binder with type or printed title "WARRANTIES", with title of project; name, address and telephone number of CONTRACTOR; and name of responsible principle. Provide each binder with a Table of Contents, neatly typed, with each item identified with the number and title of the specification section in which it is specified, and the name of the product or work item. Separate each warranty with index tab sheets keyed to the Table of Contents listing. Provide full information, using separate typed sheets as necessary. List subcontractor, supplier, and manufacturer, with name, address, and telephone number of responsible principle.

01 3300-5

C. Verify that documents are in proper form, contain full information, and are notarized. Co-execute submittals when required. Retain warranties until time specified for submittal.

D. For equipment or component parts of equipment put into service during construction with the

OWNER's permission, submit documents within ten (10) days after acceptance. Make other submittals within ten (10) days after date of Substantial Completion, prior to final Application for Payment. For items of work accepted after the date of Substantial Completion, submit within ten (10) days after acceptance, listing the date of acceptance as the beginning of the warranty period.

1.05 PROJECT RECORD DOCUMENTS

A. Record Documents shall consist of the following:

1. Contract Drawings

2. Specifications

3. Addenda

4. Change Orders and other modifications to the Contract(s)

5. Reviewed shop drawings, product data, and samples

6. Manufacturer's Certificates and Statements of Compliance

7. Installation Certificates

8. Certified factory test results and field test records

B. Store Record Documents in field office apart from documents used for construction. Protect from deterioration and loss in a secure, fire resistive location. Provide access to Record Documents for the ENGINEER's reference during normal working hours.

C. Record Drawings: Maintain a clean, undamaged set of blue or black line white prints of Contract

Drawings and shop drawings. Mark the set to show the actual installation where the installation varies substantially from the work as originally shown. Mark whichever drawing is most capable of showing conditions fully and accurately. Where shop drawings are used, record a cross-reference at the corresponding location in the Contract Drawings. Give particular attention to concealed elements that would be difficult to measure and record at a later date.

D. Mark Record Documents with red erasable pencil. Use other colors to distinguish between variations in separate categories of the work. Mark new information that is important to the OWNER but was not shown on the Contract Drawings or shop drawings. Measure and record the horizontal and vertical locations of all underground utilities and appurtenances referenced to permanent surface improvements. Note related Change Order numbers where applicable.

01 3300-6

E. At project closeout, Each CONTRACTOR shall submit Record Drawings to the ENGINEER certified by a principal officer of the CONTRACTOR. In general, the certification statement shall read as follows:

"These Record Drawings have been completed and certified by (Name of CONTRACTOR) as reflecting as-constructed conditions. Responsibility for accuracy of the Record Drawings rests with (Name of CONTRACTOR)."

BY: (Principal Officer of CONTRACTOR)

TITLE:

DATE:

01 3300-7

ATTACHMENT 1

SHOP DRAWING

Project: West Chester Pike Sewer Extension

Title:

(Submittal Number - Name)

Checked By: Date:

(CONTRACTOR’s Name)

This submittal has been reviewed and approved by the CONTRACTOR with respect to the means, methods, techniques, sequences and procedures of construction, and safety precautions and programs incidental thereto. The CONTRACTOR also warrants that this submittal complies with the Contract Documents and comprises no variation thereto.

Notes:

1. The CONTRACTOR is responsible for putting the submittal number in the lower right hand corner of all copies of each submittal.

2. The CONTRACTOR is responsible for binding or stapling all copies of each submittal individually.

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SECTION 01 4100

REGULATORY REQUIREMENTS

1.01 REQUIREMENTS INCLUDE

A. Comply with requirements of permits obtained by the OWNER, when these permits are specifically noted in this section of the specifications.

B. Obtain and pay for all other permits required to perform the work including bonds required by the Pennsylvania Department of Transportation.

C. Pay all inspection fees related to permits or requirements of governing agencies, utilities, or railroads.

D. The Work described in the…