4-DIV 01 (11 13 - 71 13).pdf

SUMMARY OF WORK

01 11 13-1

SECTION 01 11 13

2025 Upper Southampton Road Paving Project Contract #25-02009

PART 1 GENERAL

1.01 SECTION DESCRIPTION

A. The Work of This Section Includes:

1. Description of Work.

2. Work by Owner.

3. Work by other parties.

4. Owner supplied Products.

5. Contractor use of site [and premises].

6. Future work.

7. Work sequence of construction.

8. Owner occupancy.

9. Availability of lands.

1.02 DESCRIPTION OF WORK

A. This contract consists of a base bid and twelve (12) alternate bids.

The base bid includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and 1-½ inch WMA wearing course along, Grove Ave, Buckhill Drive, & Grave Hill Road (traffic loop sensor installation and miscellaneous line striping).

Alternate #1 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course, on Jason Drive.

Alternate #2 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Nicolas Drive.

Alternate #3 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Gregory Drive.

Alternate #4 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Stahl Road.

Alternate #5 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Provident Road.

Alternate #6 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Melrose Ave.

Alternate #7 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Harding Drive.

01 11 13-2

Alternate #8 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Willopenn Drive (From Willow Street to Willopenn Drive).

Alternate #9 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Moyer Road.

Alternate #10 includes full depth 1 ½ inch milling, base repair, leveling, asphalt tack coat, joint sealing and, 1-½ inch WMA wearing course on Davisville Road (Centerline from Holly Rd to County Line Road).

Alternate #11 includes full depth 1 ½ inch milling, leveling, wearing course overlay and miscellaneous line striping at the Upper Southampton Township Willi Schaefer Athletic Complex.

Alternate #12 includes grading, leveling, base course installation full depth 1 ½ inch milling, wearing course overlay and miscellaneous line striping at Tamanend Park bathroom facility.

Asphalt materials shall be based on PennDOT’s JULY 2026 Asphalt Price Index.

1.03 WORK BY OWNER

A. The Contractor will not be responsible for pavement markings not listed above.

1.04 WORK BY OTHER PARTIES

A. No other work by other parties is anticipated in the immediate vicinity during construction of the Work under this contract.

1.05 OWNER SUPPLIED PRODUCTS

A. No Products are to be supplied and paid for by Owner.

1.06 CONTRACTOR USE OF SITE [AND PREMISES]

A. The Work under this contract must be accomplished while the existing roadway and utilities are in use. The work that is involved with the existing roadway and utilities must be done so that system operations will not be jeopardized. The contractor will endeavor to maintain one lane of the road for traffic at all times. Traffic Control/Flaggers will be considered incidental to all work. The Contractor will keep the work area free of debris and rubbish to the extent possible.

B. Contractor shall take all necessary precautions to protect all existing water, gas, electric, communications, sanitary sewer, storm sewer, or other facilities encountered during the course of his operations, to guard against disruption of service. Before beginning Work, Contractor shall determine the location of each facility which is questionable. The location of utilities shown on the Drawings represents the best information available; however, it is the responsibility of Contractor to establish the exact location in accordance with the requirements of Pennsylvania Act 287 (1974) as last amended by Act 121 (2008). A Utility User's List is noted on the Drawings.

C. Contractor will be responsible to notify all property owners and residents at least forty-eight

(48) hours prior to the start of construction on or near their properties.

D. Contractor shall conduct all Work in strict compliance with OSHA Construction Workplace

Safety Standards.

01 11 13-3

1.07 FUTURE WORK

A. No future work is planned.

1.08 WORK SEQUENCE OF CONSTRUCTION

A. Contractor may propose an alternate sequence of construction subject to approval by Engineer.

1.09 OWNER OCCUPANCY

A. Owner will occupy the site during the entire period of construction of construction.

1.10 AVAILABILITY OF LANDS

A. All proposed work is located within the public right-of-way.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

END OF SECTION

MEASUREMENT AND PAYMENT

01 22 00-1

SECTION 01 22 00

PART 1 - GENERAL

1.01 SECTION INCLUDES

A. Measurement and payment criteria applicable to the Work performed under a unit price payment method.

1.02 PROCEDURE

A. All measurements for payment will be based on completed work, performed in strict accordance with the Drawings and Project Manual, and with the Agreement’s “Schedule of Bid Items”.

B. The Resident Project Representative shall take all measurements and compute quantities relative to all work completed under the Agreement in accordance with the methods included in this section. CONTRACTOR shall assist by providing necessary equipment and personnel as required.

C. In cases where the payment clause for an item in this section relating to any unit or lump sum price requires that the said unit or lump sum price cover and be considered compensation for certain work or material essential to the item, this same work or material shall not be measured or paid for under any other item which may appear elsewhere in this section.

PART 2 - PRODUCTS

PART 3 - EXECUTION

3.01 FULL 1 ½ INCH DEPTH MILL

A. MEASUREMENT

Measurement for this item shall be as determined in the field by the Owner and/or Engineer for square yard of roadway surface milled.

B. PAYMENT

Payment for this item shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full payment for furnishing all mobilization, labor, materials, equipment and maintenance and protection of traffic necessary for the safe milling of the roadway.

Utilities that protrude above the roadway after milling shall be marked with fluorescent paint by the Contractor. If protrusion of any utility may cause damage to motorist’s vehicles (tires, undercarriage), temporary cold patch shall be added around these utilities at no additional cost to the Owner. Contractor is responsible for the milling of the roadway, hauling to a permitted disposal location, and the costs associated with the disposal of the millings. The OWNER will mark designated limits of roadway milling work. The depth of the mill will be at the OWNER’s discretion based on existing roadway conditions encountered during the milling process. The Contractor will be paid the average depth of milling.

01 22 00-2

The Contractor is responsible for sweeping the roadway clean of any loose material using a street sweeping vacuum truck after milling is completed. It is the responsibility of the Contractor to repair or replace any curbing, utilities, and/or any other existing features damaged during the milling process. The Contractor will be responsible for protection of all their work. Pedestrian and traffic control during construction are the responsibility and liability of the Contractor. Milling shall be in accordance with the latest editions of PennDOT Publication 408, Section 491 and/or Section 492.

3.02 TYPE 1 PARTIAL DEPTH FLEXIBLE BASE REPAIR – 5” 19MM WMA BINDER COURSE,

PG 64S-22 ASPHALT, 0.3 TO <3 MILLION ESAL

Measurement for this item shall be determined by the Owner and/or Engineer for square yards as placed in the field for the areas and depths as specifically required by the OWNER and/or ENGINEER at locations to be determined after milling has been completed by the Owner.

C. PAYMENT

price shall constitute full payment for furnishing all mobilization, labor, materials, equipment and maintenance and protection of traffic necessary for hauling, placement, compaction, joint, curb and utility sealing and disposal of unstable/undesirable material, and all else necessary for the construction of partial depth base repair. Repair of any and all existing features damaged as a result of construction shall be at the contactor’s expense and no extra payment shall be made. Partial depth base repair shall be in accordance with the drawings and the latest editions of PennDOT Publication 408, Section 313,316 and Section 413.

3.03 1.5" 9.5MM WMA SUPERPAVE WEARING COURSE, PG 64S-22, 0.3 TO <3 MILLION

ESALS, MINIMUM SLR-H

Measurement for this item will be as determined in the field by the OWNER and/or ENGINEER per square yard of wearing course.

and maintenance and protection of traffic necessary for the roadway pavement. Adjusting water valve boxes, asphalt joint sealing and asphalt tack coat are incidental to the 1½” superpave wearing course are to be included in the contract unit price. The 1½” 9.5mm superpave wearing course shall be in accordance with the latest editions of PennDOT Publication 408, Sections 413 & 460.

Payment for asphalt joint sealing shall be included in the contract unit price listed in the Bid Schedule for 1½” superpave wearing course. Asphalt joint sealing PG 64-22 is required along the curb lines, butt joints and around utilities. This price shall consist of all mobilization, labor, equipment, materials, and maintenance and protection of traffic necessary to perform asphalt joint sealing of roadways designated for work by the OWNER. Joint sealing shall be in accordance with the latest editions of PennDOT Publication 408, Section 705.4(b).

Payment for asphalt tack coat shall be included in the contract unit price listed in the Bid Schedule for 1½” superpave wearing course. This price shall constitute full payment for

01 22 00-3 furnishing all mobilization, labor, materials, and equipment necessary for the asphalt tack coat. The work bid for asphalt tack coat consists of all mobilization, labor, equipment and materials to apply tack coat to the roadway for areas designated for work by the OWNER.

The item shall be in accordance with the latest editions of PennDOT Publication 408, Section 413 and Section 460.

3.04 LEVELING

ENGINEER per ton of paving material.

Payment for this item shall be made at the contract unit price listed on the Bid Schedule. This and maintenance and protection of traffic necessary for the roadway pavement. The 9.5mm superpave leveling course shall be in accordance with the latest editions of PennDOT Publication 408, Sections 413 & 460.

Payment for asphalt joint sealing shall be included in the contract unit price on the Bid Schedule for superpave leveling course. Asphalt joint sealing PG 64-22 is required along the curb lines, butt joints and around utilities. This price shall consist of all mobilization, labor, equipment, materials, and maintenance and protection of traffic necessary to perform asphalt joint sealing of roadways designated for work by the OWNER. Joint sealing shall be in accordance with the latest editions of PennDOT Publication 408, Section 705.4(b).

Payment for asphalt tack coat shall be included in the contract unit price on the Bid Schedule for the leveling course. This price shall constitute full payment for furnishing all mobilization, labor, materials, and equipment necessary for the asphalt tack coat. The work bid for asphalt tack coat consists of all mobilization, labor, equipment and materials to apply tack coat to the roadway for areas designated for work by the OWNER. The item shall be in accordance with the latest editions of PennDOT Publication 408, Section 413 and Section 460.

3.05 FURNISH AND INSTALL 6” of 2A PennDOT STONE (ALTERNATE #12)

ENGINEER per square yard of 2A PennDOT stone installed.

price shall constitute full payment for furnishing all mobilization, excavation, labor, materials, equipment, and maintenance and protection of traffic necessary to install the 2A PennDOT stone.

The Contractor will be responsible for protection of all their work. Pedestrian and traffic control during construction are the responsibility and liability of the Contractor.

01 22 00-4

3.06 2.5” 25MM WMA BASE COURSE, PG64-22 ASPHALT, 0.3 TO <3 MILLION ESAL

(ALTERNATE #12)

Measurement for this item shall be determined by the Owner and/or Engineer per square yards as placed in the field for the areas and depths as specifically required by the OWNER and/or ENGINEER.

Payment for this item shall be made at the contract unit price listed on the Bid Schedule. This price shall constitute full payment for furnishing all mobilization, excavation, labor, materials, equipment and maintenance and protection of traffic necessary for hauling, placement, compaction, joint, curb and utility sealing, and all else necessary for the construction of base course installation. Repair of any and all existing features damaged as a result of construction shall be at the contactor’s expense and no extra payment shall be made.

The Contractor will be responsible for protection of all their work. Pedestrian and traffic control during construction are the responsibility and liability of the Contractor. The 6” 25mm base course shall be in accordance with the latest editions of PennDOT Publication 408, Section 313,316 and Section 413.

3.07 MISCELLANEOUS LATEX PARKING LOT MARKINGS (ALT #11 & ALTERNATE 12)

Measurement of this item will be based at the Lump Sum price for all items required for the miscellaneous parking lot markings to be installed as shown on the drawings.

B. PAYMENT

Payment for the installation of the parking lot pavement markings shall be made at the contract unit price listed on the “Pricing Form”. The price and payment will constitute full compensation for furnishing all labor, materials, equipment, accommodation of traffic as necessary for the installment of traffic paint for the handicap symbols, parking stall lines, gore striping, line striping, and all work intended and incidental thereto as more fully defined elsewhere in the Project Manual and/or on the Drawings.

3.08 MISCELLANEOUS LATEX ROADWAY PAVEMENT MARKINGS (BASE BID (GRVAEL HILL

& ALTERNATE #10 (DAVISVILLE ROAD)

A. MEASUREMENT

Measurement of this item will be based on the Lump Sum price for all items required for the roadway pavement markings to be installed as shown on the drawings.

B. PAYMENT

Payment for the installation of the roadway pavement markings shall be made at the contract unit price listed on the “Pricing Form”. The price and payment will constitute full compensation for furnishing all labor, materials, equipment, accommodation of traffic as necessary for the installment of traffic paint for the handicap symbols, parking stall lines, gore striping, line striping, and all work intended and incidental thereto as more fully defined elsewhere in the Project Manual and/or on the Drawings.

3.09 LOOP SENSOR REINSTALLATION (BASE BID - GRAVEL HILL ROAD)

01 22 00-5

Measurement for this item will be determined in the field per LUMP SUM, of Loop Sensor Re- Installation as determined in the field by the OWNER and/or ENGINEER.

Payment for Loop Sensor Re-Installation shall be made at the contract price as listed on the Bid Schedule This price shall constitute full compensation of all labor, materials, equipment, and maintenance necessary for the Loop Sensor Re-Installation. This price shall include all other related work necessary to complete the removal of the Loop Sensor Re-Installation as more fully defined elsewhere in the Project Manual and/or shown on the Drawings.

3.10 MAINTENANCE AND PROTECTION OF TRAFFIC

There will be no separate line items for maintenance and protection of traffic. Maintenance and protection of traffic includes mobilization, labor, installing, maintaining, and relocating traffic control devices and flagging to complete all work. This applies to pedestrian and vehicular traffic. All work shall be completed per Section 01 55 26 “Traffic Regulation” and as directed. Payment for maintenance and protection of traffic will not be made as maintenance and protection of traffic is incidental to all other Work.

3.11 MOBILIZATION

There will be no separate line item for Mobilization. Mobilization includes assembly, set-up, and general operation of any Contractor's offices/trailer, shops, plants, storage areas, and sanitary or other facilities, furnishing adequate material and equipment, and obtaining the required permits, insurance, bonds, any other initial items required for the start of the work, any items required for payment requests and processing, and any other items required for the closeout of the project. Payment for Mobilization will not be made as Mobilization is incidental to all other Work.

ASPHALT MATERIAL PRICE ADJUSTMENT

01 26 73-1

SECTION 01 26 73

1.01 DESCRIPTION OF WORK

A. These requirements provide for a price adjustment, in the form of a payment to Contractor or a rebate to Owner, for fluctuations in the cost of asphalt cement used in the asphalt materials placed as part of the construction work specified in PennDOT Publication 408, Section

110.04. Applicable contract items include any asphalt materials specified in Section 110.04 of Publication 408.

B. These price adjustment provisions apply only to projects where more than 100 tons of asphalt cement, including asphalt cement residue contained in emulsions or cutbacks, will be used in the asphalt materials specified or indicated for placement. The Pennsylvania Department of Transportation posts monthly index prices for asphalt cement (PG 64s-22) using price data obtained, on the last Wednesday of the preceding month, from a survey of producers who do business in Pennsylvania. Data provided by producers serving the eastern portion of the state is averaged to compute the index price for Zone 1 (Districts 3-0, 4-0, 5-0, 6-0, and 8-0).

2.01 PRICE ADJUSTMENT CRITERIA AND CONDITIONS

A. No Price Adjustment

1. When the ratio IP/IB falls within the range of 0.90 to 1.10, no price adjustment will be made for any asphalt material placed during the relevant month.

B. Price Rebate

1. When the ratio IP/IB is calculated to be less than 0.90, Owner will receive an automatic price rebate determined according to the following formula:

P.R. = (0.90 – IP/IB) (Q) (IB) where:

P.R. = Price Rebate IP = Price Index for the last Wednesday of the month preceding the month in which the material is placed (One-Month Price Adjustment Period) IB = Price Index in the Proposal Q = Quantity tons of Asphalt in Mixture placed

C. Price Increase

1. When the ratio IP/IB is calculated to be greater than 1.10, Contractor will receive a price increase determined according to the following formula:

P.I. = (IP/IB – 1.10) (Q) (IB) where:

P.I. = Price Increase IP = Price Index for the last Wednesday of the month preceding the month in which the material is placed (One-Month Price Adjustment Period)

01 26 73-2

IB = Price Index in the Proposal Q = Quantity tons of Asphalt in Mixture placed

D. Equivalent Tonnage.

1. Square Yard Basis. For asphalt mixtures placed on a square yard basis, the equivalent tonnage is computed as follows:

Asphalt Mixture Tonnage Placed = (0.000375) (A) (D) (d) where:

A = Surface Area (square yards) D = Design Depth (inches) d = Design Density* (pounds per cubic feet)

• The Design Density will be obtained from the approved JMF (Form TR-448A, Job Mix Formula Report) for the asphalt mixture placed. The Design Density will be the “Lab Density” listed on the applicable JMF. The Design Density (i.e. Lab Density) obtained from Form TR-448A will be converted to the proper units by multiplying by the density of water, 62.4 pounds per cubic foot.

• ** The Percent asphalt will be obtained from the approved JMF (Form TR-448A, Job Mix Formula Report) for the asphalt mixture placed. The Percent asphalt will be the “Virgin AC%” listed on the applicable JMF.

2. Gallons per Square Yard Basis. For asphalt material placed on a gallons per square yard basis according to specification, and residue content according to Bulletin 25, the equivalent tonnage is computed as follows:

Asphalt Tonnage = (0.004164) (A) (a) (g) where:

A = Surface Area (square yards) a = Actual Residue Application Rate (gallons per square yard) g = Specific Gravity of Asphalt Material

3. Gallon Basis. For asphalt material placed on a gallon basis, the equivalent tonnage is computed as follows:

Asphalt Tonnage = (0.004164) (g) (p) (No. of gallons) where:

g = Specific Gravity of Asphalt Material p = % Asphalt in Emulsion

E. Expiration of Contract Time.

1. If Asphalt materials or mixtures are placed after expiration of contract time and liquidated damages are chargeable, the value for IP used to compute the price adjustment will be either the price index at the time of actual placement or the price index at the time contract time expired, whichever is less.

F. Price Index Approval.

1. Should the price index at time of placement, IP, indicate an increase of 50% or more over the price index in the proposal, IB, do not furnish Asphalt material for the project without prior written approval.

G. Payment/Rebate.

01 26 73-3

1. The price adjustment will be paid, or rebated, upon approval of a work order to be prepared after completion of all work. Cumulative price adjustments amounting to less than $500 will be disregarded. Upon written request by Contractor, partial payments may be made, before total completion, when the unpaid accrued price increase exceeds $10,000 or once every 12 months.

H. Inspection of Records.

1. Owner reserves the right to inspect the records of Contractor and its subcontractors and material suppliers to ascertain actual pricing and cost information for the asphalt cement used in the asphalt materials incorporated in the work.

I. Extra Work.

1. If applicable items of work, as specified herein, are added to the contract as extra work, no price adjustment will be made for fluctuations in the cost of asphalt cement used in any asphalt materials placed in the performance of the extra work, unless otherwise approved.

CONTRACT CONSIDERATIONS

01 29 00-1

SECTION 01 29 00

1. Schedule of values.

2. Application for payment.

3. Change procedures.

4. Alternates.

1.02 RELATED SECTIONS

A. Related Work Specified Elsewhere:

1. Document 00 52 00: Agreement: Contract Price

2. Section 01 22 00: Measurement and Payment

3. Section 01 33 00: Submittals: Schedule of Values.

4. Section 01 60 00: Material and Equipment: Product substitutions and options.

1.03 SCHEDULE OF VALUES

A. Submit a printed schedule on Contractor's standard form or electronic media printout.

B. Submit preliminary Schedule of Values in duplicate within 10 days after Effective Date of the Agreement.

C. Format: See Supplementary Conditions

D. Include in each line item, the amount of allowance. For unit cost allowances, identify quantities taken from Contract Documents multiplied by the unit cost to achieve the total for the item.

E. Include within each line item, a direct proportional amount of Contractor's overhead and profit.

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

1.04 APPLICATIONS FOR PAYMENT

A. Submit three (3) copies of each application on EJCDC Form C-620.

B. Content and Format: Utilize Schedule of Values for listing items in Application for Payment.

C. Payment Period: Monthly

D. Waiver of Liens or Contractor's Affidavit, Contractor's Release and Statement of Surety Company (with Final Payment Application only)

E. Include Payroll Certification forms with each Payment Application.

F. Include an updated construction progress schedule.

1.05 CHANGE PROCEDURES

A. Engineer will advise of minor changes in the Work not involving an adjustment to Contract Price or Contract Time as authorized by Paragraph 9.5 of the General Conditions by issuing

01 29 00-2 supplemental instructions.

B. Engineer may issue a Proposal Request which includes a detailed description of a proposed change with supplementary or revised Drawings and specifications. Contractor will prepare and submit an estimate within 15 days relative to changes in Contract Price and/or Contract Time.

C. Contractor may propose changes by submitting a request for change to Engineer, describing the proposed change and its full effect on the Work. Include a statement describing the reason for the change, and the effect on the Contract Price and Contract Time with full documentation and a statement describing effect on Work by any other contractors.

Document any requested substitutions in accordance with Section 01 60 00.

D. Stipulated Price Change Order: Based on Proposal Request and Contractor's fixed price quotation or Contractor's request for a Change Order as approved by Engineer.

E. Unit Price Change Order: For contract unit prices and quantities, the Change Order will be executed on a fixed unit price basis. For unit costs or quantities of units of work which are not predetermined, the Change Order will be executed based on the Contractor’s proposed unit prices and quantities of units as approved by Engineer.

F. Work Change Directive: Engineer may issue a directive, on EJCDC Form C-940 Work

Change Directive signed by Owner, instructing Contractor to proceed with a change in the Work, for subsequent inclusion in a Change Order. The document will describe changes in the Work, and designate method of determining any change in Contract Price or Contract Time. Promptly execute the change.

G. Time and Material Change Order: Submit itemized account and supporting data after completion of change, within time limits indicated in the Conditions of the Contract. Engineer will determine the change allowable in Contract Price and Contract Time as provided in the Contract Documents.

H. Maintain detailed records of Work done on Time and Material basis. Provide full information required for evaluation of proposed changes, and to substantiate costs for changes in the Work.

I. Change Order Form: EJCDC Form C-941.

J. Execution of Change Orders: Engineer will issue Change Orders for signatures of parties as provided in the Conditions of the Contract.

1.06 ALTERNATES

A. Accepted Project alternates will be identified in the Agreement.

B. Coordinate Related work and modify surrounding work as required.

PART 3 EXECUTION

COORDINATION AND MEETINGS

01 31 00-1

SECTION 01 31 00

A. The Work of this Section Includes:

1. Coordination and Project conditions.

2. Field engineering.

3. Preconstruction meeting.

4. Progress meetings.

5. Pre-installation meetings.

6. Construction coordination requirements.

A. Section not used.

1.03 COORDINATION AND PROJECT CONDITIONS

A. Coordinate scheduling, submittals, and Work of the various sections of the Project Manual to ensure efficient and orderly sequence of installation of interdependent construction elements [, with provisions for accommodating items installed later].

B. This paragraph not used

C. This paragraph not used

D. This paragraph not used

E. Coordinate completion and clean-up of Work of separate sections in preparation for Substantial

Completion and for portions of Work designated for Owner’s occupancy.

F. After Owner occupancy 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.

1.04 FIELD ENGINEERING

A. This paragraph is not used.

B. OWNER will locate survey control and reference points and provide stakeout as required for construction activities. Contractor is responsible for the protection of survey control and reference points and will compensate Owner for re-establishment of survey control and reference points.

C. Control datum for survey is shown on Drawings.

D. Verify setbacks and easements; confirm drawing dimensions and elevations.

E. Provide field engineering services. Establish elevations, lines, and levels, utilizing recognized engineering survey practices.

01 31 00-2

F. Construct Work based on elevations, lines and locations as established, utilizing recognized survey control points and stakeout.

G. Submit a copy of [site drawing] [and] [certificate] signed by the Land Surveyor that the elevations and locations of the Work are in conformance with the Contract Documents.

1.05 PRECONSTRUCTION MEETING I IF APPLICABLE

A. Engineer will schedule a meeting at the Project site after the Effective Date of the Agreement and prior to commencement of Work and Contractor occupancy, prepare an agenda with copies for participants, and preside at the meeting.

B. Attendance Required: Owner, Engineer, Resident Project Representative, Contractor, Contractor’s Superintendent and major Subcontractors.

C. Agenda:

1. Distribution of Contract Documents.

2. Submission of list of Subcontractors, list of Products, schedule of values, and progress schedule.

3. Designation of personnel representing the parties in Contract, and the Engineer.

4. Procedures and processing of field decisions, submittals, substitutions, applications for payments, Change Orders, and Contract closeout procedures.

5. Scheduling.

6. Use of premises by Owner and Contractor.

7. Owner's requirements and occupancy.

8. Construction facilities and controls provided by Owner.

9. N/A

10. Survey layout.

11. Security and housekeeping procedures.

12 Procedures for testing.

13. Procedures for maintaining record documents.

14. Inspection and acceptance of work.

D. Engineer shall record minutes and distribute copies within five (5) working days after meeting to

Owner and all other participants.

1.06 PROGRESS MEETINGS

A. Meetings shall be scheduled throughout progress of the Work on an as-needed basis.

B. Resident Project Representative will make arrangements for meetings, prepare agenda with copies for participants, and preside at meetings.

C. Attendance Required: Contractor's superintendent, major Subcontractors and suppliers, Owner, Engineer as appropriate to agenda topics for each meeting.

D. Resident Project Representative shall record minutes and distribute copies within five (5) working days after meeting to Owner, Engineer and all other participants.

1.07 PRE-INSTALLATION MEETINGS

A. When required in individual specification sections, convene a pre-installation meeting at the site prior to commencing work of the section.

B. Require attendance of parties directly affecting, or affected by, work of the specific section.

C. Notify Resident Project Representative five (5) working days in advance of meeting date.

01 31 00-3

D. Prepare agenda and preside at meeting:

1. Review conditions of installation, preparation and installation procedures.

2. Review coordination with related work.

E. Record minutes and distribute copies within five (5) working days after meeting to Owner, Engineer and all other participants.

Not Used.

PART 3 - EXECUTION

3.01 CONSTRUCTION COORDINATION REQUIREMENTS

A. General

1. Construction work under this contract shall not interfere with the operations of the Owner and the general public. Contractor shall be responsible for any construction related damage to private/leased or Owner owned property on the site. Access to private driveways must be maintained at all times during the course of the Work and Contractor shall accommodate periodic needs of Owner’s staff for access to site.

2. N/A

SUBMITTALS

01 33 00-1

SECTION 01 33 00

1. Submittal procedures.

2. Construction progress schedules.

3. Product data.

4. Shop Drawings.

5. Samples.

6. Design data.

7. Test reports.

8. Certificates.

9. Manufacturer’s instructions.

1. NOT USED

2. Section 01 70 00: Contract Closeout: Contract closeout submittals including maintenance bond, manufacturers’ warranties, and record drawings.

1.03 REFERENCES

A. AGC (Associated General Contractors of America) publication “The Use of CPM in

Construction - A Manual for General Contractors and the Construction Industry”.

1.04 SUBMITTAL PROCEDURES

A. Transmit each submittal to Engineer.

B. Sequentially number the transmittal forms. Revise submittals with original number and a sequential alphabetic suffix.

C. Identify Project, Contractor, Subcontractor or supplier, pertinent drawing and detail number, and specification section number, as appropriate.

D. Apply Contractor's stamp, signed or initialed certifying that review, approval, verification of Products required, field dimensions, adjacent construction Work, and coordination of information, is in accordance with the requirements of the Work and Contract Documents.

E. Schedule submittals to expedite the Project and to coordinate submission of related items.

F. For each submittal for review, allow 15 days excluding delivery time to and from Contractor.

G. Identify variations from Contract Documents and Product or system limitations which may be detrimental to successful performance of the completed Work.

H. Provide space for Contractor and Engineer review stamps.

01 33 00-2

I. When revised for resubmission, identify all changes made since previous submission.

J. Distribute copies of reviewed submittals as appropriate. Instruct parties to promptly report any inability to comply with requirements.

K. Submittals not requested will not be recognized or processed.

1.05 CONSTRUCTION PROGRESS SCHEDULES

A. Submit preliminary progress schedule in duplicate within 10 days after Effective Date of Agreement for review by Engineer.

B. Revise and resubmit as required.

C. Submit final progress schedule within 10 days of preconstruction conference or within 10 days upon request of Engineer if no preconstruction conference is to be held.

D. Submit revised progress schedule in duplicate with each Application for Payment, identifying changes since previous version.

E. Submit a horizontal bar chart with separate line for each section of Work, identifying the first work day of each week.

F. Show complete sequence of construction by activity, identifying Work of separate stages and other logically grouped activities. Indicate the early and late start, early and late finish, float dates, and duration.

G. Indicate estimated percentage of completion for each item of Work at each submission.

H. Indicate submittal dates required for shop drawings, product data, samples, and product delivery dates, including those furnished by Owner.

1.06 PRODUCT DATA

A. Product Data For Review:

1. Submitted to Engineer for review for the limited purpose of checking for conformance with information given and the design concept expressed in the Contract Documents.

2. After review, provide copies and distribute in accordance with Submittal Procedures article above and for record documents purposes described in Section 01 70 00 - Contract Closeout.

B. Product Data For Information:

1. Submitted for the Engineer’s knowledge as contract administrator or for OWNER.

C. Product Data For Project Closeout:

1. Submitted for Owner’s benefit during and after project completion.

D. Submit the number of copies which Contractor requires, plus three copies which will be retained by Engineer.

E. Mark each copy to identify applicable Products, models, options, and other data. Supplement manufacturers’ standard data to provide information specific to this Project.

F. Indicate Product utility and electrical characteristics, utility connection requirements, and

01 33 00-3 location of utility outlets for service for functional equipment and appliances.

1.07 SHOP DRAWINGS

A. Shop Drawings For Review:

with information given and the design concept expressed in the Contract Documents.

2. After review, produce copies and distribute in accordance with Submittal Procedures article above and for recorded documents purposes described in Section 01 70 00 - Contract Closeout.

B. Shop Drawings for Information:

1. Submitted for Engineer’s knowledge as contract administrator or for Owner.

C. Shop Drawings for Project Closeout:

1. Submitted for Owner’s benefit during and after project completion.

D. Indicate special utility and electrical characteristics, utility connection requirements, and location of utility outlets for service for functional equipment and appliances.

E. Submit the number of opaque reproductions which Contractor requires, plus three copies which will be retained by Engineer.

1.08 SAMPLES

A. Samples For Review:

with information given and the design concept expressed in the Contract Documents.

2. After review, produce duplicates and distribute them in accordance with Submittal Procedures article above and for record documents purposes described in Section 01 70 00 - Contract Closeout.

B. Samples For Information:

1. Submitted for Engineer’s knowledge as contract administrator or for Owner.

C. Samples For Selection:

1. Submitted to Engineer for aesthetic, color, or finish selection.

2. Submit samples of finishes [from the full range of manufacturers’ standard colors,] [in custom colors selected,] textures, and patterns for Engineer’s selection.

3. After review, produce duplicates and distribute in accordance with Submittal Procedures article above and for record documents purposes described in Section

01 70 00 - Contract Closeout.

D. Submit samples to illustrate functional and aesthetic characteristics of the Product, with integral parts and attachment devices. Coordinate sample submittals for interfacing work.

01 33 00-4

E. Include identification on each sample, with full Project information.

F. Submit the number of samples specified in individual specification sections; one of which will be retained by Engineer.

G. Reviewed samples which may be used in the Work are indicated in individual specification sections.

H. Samples will not be used for testing purposes unless specifically stated in the specification section.

1.09 DESIGN DATA

A. Submit for Engineer’s knowledge as contract administrator or for Owner.

B. Submit for information for the limited purpose of assessing conformance with information given and the design concept expressed in the Contract Documents.

1.10 TEST REPORTS

A. Submit for Engineer’s knowledge as contract administrator or for Owner.

B. Submit test reports for information for the limited purpose of assessing conformance with information given and the design concept expressed in the Contract Documents.

1.11 CERTIFICATES

A. When specified in individual specification sections, submit certification by the manufacturer, installation/application subcontractor, or Contractor to Engineer, in quantities specified for Product Data.

B. Indicate material or Product conforms to or exceeds specified requirements. Submit supporting reference data, affidavits, and certifications as appropriate.

C. Certificates may be recent or previous test results on material or Product but must be acceptable to Engineer.

1.12 MANUFACTURER’S INSTRUCTIONS

A. When specified in individual specification sections, submit printed instructions for delivery, storage, assembly, installation, start-up, adjusting, and finishing, to Engineer for delivery to Owner in quantities specified for Product Data.

B. Indicate special procedures, perimeter conditions requiring special attention, and special environmental criteria required for application or installation.

C. Refer to Section 01 40 00 - Quality Control, Manufacturers’ Field Services article.

PART 2 PRODUCTS

Not Used

PART 3 EXECUTION

ORGANIZATION AND REFERENCE ACRONYMS

01 42 13-1

SECTION 01 42 13

ORGANIZATION AND REFERENCE ACRONYMS

1.01 SECTION INCLUDES

A. Listing of acronyms and associated organization and/or references which may be cited in the

Project Manual.

1.02 SCHEDULE OF ACROYNYMS

AASHTO American Association of State Highway and Transportation Officials ADA American’s with Disabilities Act ACI American Concrete Institute AI Asphalt Institute AISC American Institute of Steel Construction AISI American Iron and Steel Institute AITC American Institute of Timber Construction AMCA Air Movement & Control Association ANSI American National Standards Institute APA American Plywood Association ASHRAE American Society of Heating, Refrigerating and Air Conditioning Engineers ASME American Society of Mechanical Engineers ASTM American Society for Testing and Materials AWPA American Wood-Preservers Association AWS American Welding Society AWWA American Water Works Association BOCA Building Officials & Code Administrators International, Inc.

CLFMI Chain Link Fence Manufacturers Institute CRSI Concrete Reinforcing Steel Institute CSA Canadian Standards Association DHI Door and Hardware Institute EJCDC Engineers’ Joint Contract Documents Committee FIA Factory Insurance Association FM Factory Mutual System FS Federal Specification IEEE Institute of Electrical and Electronic Engineers IPCEA Insulated Power Cable Engineer’s Association MIL-STD Military Standard NAAMM National Association of Architectural Metal Manufacturers NEC National Electrical Code NEMA National Electrical Manufacturers’ Association NFPA National Fire Protection Association OSHA Occupational Safety and Health Administration PADEP Pennsylvania Department of Environmental Protection PennDOT Pennsylvania Department of Transportation PCA Portland Cement Association SDI Steel Door Institute SMACNA Sheet Metal and Air Conditioning Contractors’ National Association SSPC Steel Structures Painting Council UL Underwriters’ Laboratories, Inc.

TRAFFIC REGULATION

01 55 26-1

SECTION 01 55 26

1.01 SECTION DESCRIPTION

A. This Section involves the Contractor’s obligations relative to maintaining the safe and efficient movement of traffic in the vicinity of construction.

B. Contractor will be required to furnish, erect, and maintain traffic cones, drums, barricades, flashing danger signal lights, directional signs and provide trained and equipped flagmen as required by the Traffic Control Plan and State and local permit requirements to restrict the movement of traffic within the construction areas and to clearly indicate the restrictions well in advance to vehicular traffic. Traffic Regulation is considered incidental to the work.

1.02 SECTION INCLUDES

A. Traffic Control Plan B. Notification C. Construction parking controls.

D. Flag persons.

E. Flares and lights.

F. Haul routes.

G. Traffic signs and signals.

H. Other Requirements I. Removal.

1.03 RELATED SECTIONS

A. Section 01 11 13 - Summary of Work

B. Section 01 31 00 - Coordination and Meetings: Coordination and Project conditions.

PART 2 - PRODUCTS

2.01 SIGNS, SIGNALS, AND DEVICES

A. Post Mounted and Wall Mounted Traffic Control and Informational Signs: As approved by the authority having jurisdiction.

B. Traffic Control Signals: As approved by the authority having jurisdiction.

C. Traffic Cones and Drums, Flares and Lights: As approved by the authority having jurisdiction.

D. Flag Person Equipment: As required by the authority having jurisdiction.

3.01 TRAFFIC CONTROL PLAN

A. Contractor shall implement the Traffic Control Plan shown on the Drawings.

B. Contractor shall implement any Traffic Control Plan requirements imposed by the Road Opening Permit issued by Upper Southampton Township relative to Work.

01 55 26-2

C. Contractor shall implement temporary striping to control traffic if necessary.

3.02 NOTIFICATIONS

A. Contractor shall provide advance notification to any parties so noted in the PennDOT Highway Occupancy Permit or local municipal Road Opening Permit in accordance with the required time schedule. In any event, the local municipal Police Department shall be notified at least ten (10) days prior to the date Contractor desires to restrict traffic in or along any highways or roads.

B. Contractor shall obtain advance approval from the authority having jurisdiction (PennDOT, local municipality) should it be necessary to temporarily close a road. The following parties shall be notified at least twenty-four (24) hours in advance.

1. Local Municipal Police

2. Local Fire Company

3. Local School District

4. Local Ambulance Service

5. All affected residents

At least one lane must be open for traffic during all time and Contractor must be prepared to allow passage of emergency vehicles at any time.

3.03 CONSTRUCTION PARKING CONTROLS

A. Control vehicular parking to prevent interference with public traffic and parking, access by emergency vehicles, and Owner's operations.

B. Monitor parking of construction personnel's vehicles in existing facilities. Maintain vehicular access to and through parking areas.

C. Prevent parking on or adjacent to access roads or in non- designated areas.

3.04 FLAG PERSONS

A. Provide trained and equipped flag people to regulate traffic when construction operations or traffic encroach on public traffic lanes.

3.05 FLARES AND LIGHTS

A. Use flares and lights during hours of low visibility to delineate traffic lanes and to guide traffic.

3.06 HAUL ROUTES

A. Consult with authority having jurisdiction, establish public thoroughfares to be used for haul routes and site access.

3.07 TRAFFIC SIGNS AND SIGNALS

A. At approaches to site and on site, install at crossroads, detours, parking areas, and elsewhere as needed to direct construction and affected public traffic.

B. As needed, install and operate [automatic] traffic control signals to direct and maintain orderly flow of traffic in areas under Contractor’s control, and areas affected by Contractor’s operations.

01 55 26-3

C. Relocate as Work progresses, to maintain effective traffic control.

3.08 OTHER REQUIREMENTS

A. Maintain access at all times during non-working periods and to the maximum extent feasible during working periods to all driveways and entrances of adjacent properties. In this regard, use and maintenance of steel plates or other decking across the trench may be necessary to reduce to a minimum interference with access to the adjacent properties.

B. Provide safe decking over open trenches in or along highways or roads during non-work periods by the use and maintenance of steel plates or other decking, which shall have sufficient strength to safely support all traffic including truck loads.

3.09 REMOVAL

A. Remove equipment and devices when no longer required.

B. Repair damage caused by installation.

C. Remove post settings to a depth of 2 feet.

3.10 Measurement and Payment

A. Traffic Regulation is incidental to all other work. There will be no separate line items on payment for Traffic Regulation.

MATERIAL AND EQUIPMENT

01 60 00-1

SECTION 01 60 00

1. Products.

2. Transportation and handling.

3. Storage and protection.

4. Product options.

5. Substitutions.

6. Equipment Guarantee

1. Document 00 21 13: Instructions to Bidders: Substitute or “or-equal” items.

2. Section 01 40 00: Quality Control: Product quality monitoring.

1.03 PRODUCTS

A. Do not use materials and equipment removed from existing premises, except as specifically permitted by the Contract Documents.

B. Provide interchangeable components of the same manufacturer for components being replaced.

1.04 TRANSPORTATION AND HANDLING

A. Transport and handle Products in accordance with manufacturer's instructions.

B. Promptly inspect shipments to assure that Products comply with requirements, quantities are correct, and Products are undamaged.

C. Provide equipment and personnel to handle Products by methods to prevent soiling, disfigurement, or damage.

1.05 STORAGE AND PROTECTION

A. Store and protect Products in accordance with manufacturers’ instructions.

B. Store with seals and labels intact and legible.

C. Store sensitive Products in weather tight, climate controlled, enclosures in an environment favorable to Product.

D. For exterior storage of fabricated Products, place on sloped supports above ground.

E. Provide off-site storage and protection when the site does not permit on-site storage or

01 60 00-2 protection.

F. Cover Products subject to deterioration with impervious sheet covering. Provide ventilation to prevent condensation and degradation of Products.

G. Store loose granular materials on solid flat surfaces in a well-drained area. Prevent mixing with foreign matters.

H. Provide equipment and personnel to store Products by methods to prevent soiling, disfigurement, or damage.

I. Arrange storage of Products to permit access for inspection. Periodically inspect to assure

Products are undamaged and are maintained under acceptable condition.

1.06 PRODUCT OPTIONS

A. Products Specified by Reference Standards or by Description Only: Any product meeting those standards or description.

B. Products Specified by Naming One or More Manufacturers: Products of manufacturers named and meeting specifications, no options or substitutions allowed.

C. Products Specified by Naming One or More Manufacturers with a Provision for Substitutions:

Submit a request for substitution for any manufacturer not named in accordance with the following Article.

1.07 SUBSTITUTIONS

A. Instructions to Bidders specify time restrictions for submitting requests for Substitutions during the bidding period to requirements specified in this section.

B. Substitutions may be considered when a Product becomes unavailable through no fault of the

Contractor.

C. Document each request with complete data substantiating compliance of proposed Substitution with Contract Documents.

D. A request constitutes a representation that Contractor:

1. Has investigated proposed Product and determined that it meets or exceeds the quality level of the specified Product.

2. Will provide the same warranty for the Substitution as for the specified Product.

3. Will coordinate installation and make changes to other Work which may be required for the Work to be complete with no additional cost to Owner.

4. Waives claims for additional costs or time extension which may subsequently become apparent.

5. Will reimburse Owner and Engineer for review or redesign services associated with re-approval by authorities.

E. Substitutions will not be considered when they are indicated or implied on shop drawing or Product data submittals, without separate written request, or when acceptance will require

01 60 00-3 revision to the Contract Documents.

F.…