Pine Hollow Technical Specifications.pdf

W8911WN-10-B-0010

Pine Hollow Stream Removal Project Kennedy Township, Stowe Township, and McKees Rocks Borough Section 219 Project Allegheny County, Pennsylvania

Technical Specifications April 2010

PINE HOLLOW STREAM REMOVAL PROJECT – ALCOSAN

KENNEDY TOWNSHIP, STOWE TOWNSHIP, & MCKEES ROCKS BOROUGH

ALLEGHENY COUNTY, PENNSYLVANIA

Section Title

DIVISION 01 – GENERAL REQUIREMENTS

01 10 00 SUMMARY OF WORK

01 14 00 WORK RESTRICTIONS

01 22 00.00 10 MEASUREMENT AND PAYMENT

01 30 00.10 USACE GENERAL REQUIREMENTS

01 32 01.00 10 PROJECT SCHEDULE

01 32 17 CONSTRUCTION PROGRESS SCHEDULE

01 33 00 SUBMITTAL PROCEDURES

01 35 26 GOVERNMENTAL SAFETY REQUIREMENTS

01 42 00 SOURCES FOR REFERENCE PUBLICATIONS

01 45 01 USACE QUALITY CONTROL

01 45 01.10 USACE QUALITY CONTROL SYSTEM (QCS)

01 45 04.10 06 CONTRACTOR QUALITY CONTROL

01 50 00 TEMPORARY CONSTRUCTION FACILITIES

01 50 10 PROJECT SIGNS

01 57 20.00 10 ENVIRONMENTAL PROTECTION

01 57 23 STORM WATER POLLUTION PREVENTION MEASURES

01 78 02.00 15 CONTRACTOR QUALITY CONTROL

DIVISION 02 – EXISTING CONDITIONS

02 42 00 DISPOSAL OF MATERIAL

DIVISION 03 - CONCRETE

03 30 53.10 CONCRETE FOR MINOR STRUCTURES

DIVISION 31 - EARTHWORK

31 00 00 EARTHWORK

31 05 19 GEOTEXTILE

31 11 00 CLEARING AND GRUBBING

31 32 11 SOIL SURFACE EROSION CONTROL

DIVISION 32 – EXTERIOR IMPROVEMENTS

32 01 16.17 COLD MILLING OF BITUMINOUS PAVEMENTS

32 11 16.16 AGGREGATE BASE COURSE

32 12 10 BITUMINOUS TACK AND PRIME COATS

32 12 16 HOT-MIX ASPHALT (HMA) FOR ROADS

32 16 13 CONCRETE SIDEWALKS AND CURBS

32 17 23.00 20 PAVEMENT MARKINGS

32 30 10.10 MISCELLANEOUS SITE WORK

32 92 19 SEEDING

DIVISION 33 – UTILITIES

33 11 00 WATER DISTRIBUTION

33 30 00 SANITARY SEWERS

33 41 00 STORM DRAINAGE

APPENDICES

RHEA DRAFT GEOTECHNICAL REPORT

GANNETT FLEMING GEOTECHNICAL REPORT / BORING LOGS

CARDNO TBE TEST REPORT

Allegheny County, PA

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SECTION 01 10 00

SUMMARY OF WORK

PART 1 GENERAL

1.1 WORK COVERED BY CONTRACT DOCUMENTS

1.1.1 Project Description

The work includes construction of an enclosure to remove stream flows from the overloaded combined sewer system in McKees Rocks Borough, and Kennedy and Stowe Townships, as required by a Consent Order and Agreement with the Pennsylvania Department of Environmental Protection (PADEP)and the Municipalities. The proposed project will remove Pine Hollow Run and Deweyville Run stream flows from the combined sewer system and convey this storm water flow directly to Chartiers Creek. Also included are the restoration of grass and pavement areas, and all other incidental work.

The Contractor shall furnish all labor, materials, equipment, machinery, apparatus and tools to perform all operations necessary to complete the work ordered by the Contracting Officer during the contract period. Any labor, materials, equipment or apparatus not specifically mentioned herein, which may be necessary for the proper completion of the entire work or of the individual items thereof, within the intent of these specifications and details shall be furnished by the Contractor without additional compensation.

Quantities on the proposal are estimates. It shall be understood that all contingent quantities as shown on the proposal may be increased or decreased without limitations as ordered by the Contracting Officer. Continuous water and sewer service shall be maintained throughout the project. The Contractor shall furnish and install temporary cuts and plugs of existing pipes as necessary to maintain service and incidental related work.

1.1.2 Location

The work shall be located in and around Pine Hollow Road and Singer Avenue, through the communities of the Township of Kennedy, the Township of Stowe and McKees Rocks Borough, three communities located in the Chartiers Creek watershed in Western Allegheny County. The Pine Hollow Stream Removal Project will consist of a 60-inch diameter pipe system approximately 5,100 feet in length, that will extend from the existing Pine Hollow Run intake at the intersection of Pine Hollow Road and Broadway Avenue to a new outfall on Chartiers Creek located just west of the Wind Gap Bridge. The pipe alignment follows Pine Hollow Road (33-foot right-of-way), Singer Avenue (50-foot right-of-way) and crosses Creek Road (33-foot right-of-way) as well as easements beyond the roadway right-of-way at the beginning and end points of the alignment. The exact location of all work will be shown by the Contract Documents.

1.2 EXISTING WORK

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

Section 01 10 00 Page 2

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

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

1.3 LOCATION OF UNDERGROUND FACILITIES

Verify the elevations of existing piping, utilities, and any type of underground obstruction not indicated or specified to be removed but discovered in locations to be traversed by piping, ducts, and other work to be installed. Verify elevations before installing new work to the nearest manhole or other structure at which an adjustment in grade can be made.

1.3.1 Notification Prior to Excavation

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

1.4 RESPONSIBILITY REGARDING EXISTING UTILITIES AND STRUCTURES

1.4.1 EXISTING UTILITIES

There are overhead electric power and telephone lines as well as underground water, sewer, and gas lines in the vicinity of the work. Take precautions necessary to avoid interference with existing utilities and structures and be responsible for bodily injury and property damage claims resulting from interference with these facilities.

1.4.2 LOCATIONS OF EXISTING UTILITIES

Information regarding the reputed presence, size, character and location of existing underground structures and utilities has been shown on the Contract Drawings and recorded as such in good faith. However, there is no implied guarantee of the accuracy of this information and it shall be considered by the Contractor in this light. The Contractor recognizes that the location of underground structures and utilities as shown may be inaccurate and obstructions other than those shown may be encountered in the work. The Contractor hereby distinctly agrees that the Government, Contracting Officer,or Designer is not responsible for the correctness or sufficiency of the information given; that there shall be no claim for delay or extra compensation on account of incorrectness of information given, or on account of the insufficiency of information regarding obstructions either revealed or not revealed by the Drawings; and that there shall be no claim for relief from any obligation or responsibility under the Contract, in case the location, size or character of any pipe or other underground structure is not as indicated on the Contract Drawings, or in case any pipe or other underground structure is encountered that is not shown on the Drawings

Section 01 10 00 Page 3

1.4.3 PA Act 287

Comply with provisions of The Underground Utilities Act, PA Act 287, amended by PA Act 172 of 1986, and shall notify the respective utility companies of the intention to commence work in the vicinity of their lines. This notice shall be given so that the location of their lines can be verified prior to the start of excavating operations. The Act 172 One Call system telephone number is 1-800-242-1776.

1.4.4 Repairs

Immediately repair any utility line, broken or damaged in the progress of work with like material approved by the owner of the respective utility at the Contractor’s expense; or, in the event utilities other than sewers are broken or damaged and the owner of such utility repairs same, any expense shall be borne by the Contractor whether the same is billed directly to the Contractor or to the Government.

1.4.5 Cooperation with Utility Owners

Do not interfere with any persons, firms or corporation, or with the Owner in protecting, removing, changing or replacing their pipes, conduits, poles, or other structures; but shall allow said persons, firms or corporation or the Owner, to take all such measures as they deem necessary or advisable for the aforesaid purpose, and the Contractor shall thereby be in no way relieved of any responsibilities under the Contract.

PART 2 PRODUCTS

Not used.

PART 3 EXECUTION

Not used.

-- End of Section --

Section 01 14 00 Page 1

SECTION 01 14 00

WORK RESTRICTIONS

PART 1 GENERAL

1.1 SPECIAL SCHEDULING REQUIREMENTS

a. The Contractor shall be ready for operation as approved by Contracting Officer before work is started on the locations listed in part b. which would interfere with normal operation.

b. Have materials, equipment, and personnel required to perform the work at the site prior to the commencement of the work. Specific items of work to which this requirement applies include:

(1) Pine Hollow Road and Broadway Intersection

(2) Chartiers Creek Outfall

(3) Specific Station ranges identified in the plans.

c. Permission to interrupt any active roads, railroads, and/or utility service shall be requested in writing a minimum of 15 calendar days prior to the desired date of interruption.

1.2 CONTRACTOR ACCESS AND USE OF PREMISES

1.2.1 Working Hours

Regular working hours shall consist of an 8 1/2 hour period, Monday through Friday, excluding Government holidays. Normal working hours shall be between 7:30 am to 5:30 pm. Contractor may be required to work off-peak or weekend hours at certain locations within the project site due to private business and residential hardships, or due to traffic safety issues. Work outside regular working hours shall be coordinated with the Contracting Officer and will require Contracting Officer approval. No additional compensation for work performed during off-peak or weekend hours.

1.2.2 Work Outside Regular Hours

Work outside regular working hours requires Contracting Officer approval.

The Contractor will make application 15 calendar days prior to such work to allow arrangements to be made by the Government for inspecting the work in progress. During periods of darkness, the different parts of the work shall be lighted in a manner approved by the Contracting Officer.

1.2.3 Utility Cutovers and Interruptions

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

Section 01 14 00 Page 2

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

c. Interruption to water, sanitary sewer, storm sewer, telephone service, electric service shall be considered utility cutovers pursuant to the paragraph entitled "Work Outside Regular Hours."

PART 2 PRODUCTS

Not Used.

PART 3 EXECUTION

Not Used.

-- End of Section --

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SECTION 01 22 00.00 10

MEASUREMENT AND PAYMENT

PART 1 GENERAL

1.1 LUMP SUM PAYMENT ITEMS

Payment items for the work of this contract for which contract lump sum payments will be made are listed in the BID SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular lump sum or unit price payment item, shall be included in the listed lump sum item most closely associated with the work involved. The lump sum price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for which separate payment is not otherwise provided.

1.1.1 Mobilization and Demobilization

No separate payment will be made for costs associated with mobilization, demobilization, insurance, bonding, project management, preparation and submittal of Record Drawings, submittals, shop drawings, construction surveying, Contractor's drawings, project protection, permitting, coordination, subcontractors, sub consultants and manufacturer representative, and all other incidental work.

1.1.2 Maintenance and Protection of Traffic During Construction

1.1.2.1 Payment

Payment will be made for costs associated with traffic maintenance and protection, as required throughout the life of the contract. The lump sum price shall include, but not be limited to, protection of vehicular and pedestrian traffic, signing, lighting, channelization devices, and any additional requirements necessary to maintain traffic within the project area. The lump sum price shall be in accordance with PENNDOT Publication 408, Section 901, and include all materials, labor, and equipment as required by that section, the Special Provisions, the Specifications.

1.1.2.2 Unit of Measure

Unit of measure: lump sum.

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1.1.2.3 Payment Items

Item 0003 – ARRA - Maintenance & Protection of Traffic During Construction

Item 1002 - ARRA - Maintenance & Protection of Traffic During Construction

1.1.3 Erosion and Sedimentation Control

1.1.3.1 Payment

Payment will be made for costs associated with erosion and sediment control, as defined in the erosion and Sediment Control plan. The Lump Sum price shall include, but not limited to, all run-on and run-off controls including silt fence, pumped water filter bags, inlet protection filter bags, rock construction entrances, Erosion Control Mulch Blanket, temporary trench plug, and silt curtains/coffer dam device, dewatering, and dust control, all materials, labor, and equipment as required by the specifications, Contract Drawings, Erosion and Sediment Control plan, and all applicable regulatory authorities. This item shall also include maintenance (including removal/disposal of collected sediment) and replacement of erosion and sediment control facilities throughout the Contract life and removal and disposal of these controls upon Contract completion.

1.1.3.2 Unit of Measure

Unit of measure: lump sum.

1.1.3.3 Payment Items

Item 0004 - ARRA - Erosion & Sedimentation Control

Item 1003 - ARRA - Erosion & Sedimentation Control

1.1.4 ARRA Project Signs

1.1.4.1 Payment

Payment will be made for costs associated with providing and upkeep of the ARRA Project Sign. Work covered by this item consists of fabricating, erecting and maintaining the Project Identification Signs. All work under this item shall be in accordance with USACE Section 01 50 10, Project Signs.

1.1.4.2 Unit of Measure

Unit of measure: lump sum.

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1.1.4.3 Payment Item

Item 0005 - ARRA - ARRA Project Sign

1.1.5 Clearing and Grubbing

1.1.5.1 Payment

Payment will be made for costs associated with clearing and grubbing, as required to perform the work. Payment shall be on a Lump Sum(LS) basis for clearing all areas impacted by the work as illustrated.

Payment shall include, but not be limited to, removal of topsoil and organic matter within the limits of grading, including ditches and channels; removal of objectionable material, rubbish, and trash within the project limits; disposal of removed material; salvage of material, if required, including temporary storage and delivery; and preparing excess soil material for disposal offsite.

1.1.5.2 Unit of Measure

Unit of measure: Lump Sum.

1.1.5.3 Payment Items

ITEM 0006 - ARRA - CLEARING & GRUBBING

ITEM 1004 - ARRA - CLEARING & GRUBBING

1.1.6 Maintenance Bond

1.1.6.1 Payment

Payment will be made for maintenance bond premium as specified in Section 01 30 00.10 USACE GENERAL REQUIREMENTS, paragraph MAINTENANCE BONDS. The amount inserted in the Bid Schedule shall be an appropriate not-to-exceed dollar amount. The Contractor shall be reimbursed the actual bond costs only, as established by evidence of full payment to the surety, up to the dollar amount set forth in the Bid Schedule. In no case will the Contractor be reimbursed an amount which exceeds the dollar amount set forth in the Bid Schedule.

The Government will reimburse only the Prime Contractor for actual paid bond premiums. The Government will not reimburse any subcontractor's paid bond premiums.

1.1.6.2 Unit of Measure

Unit of measure: Lump Sum.

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1.1.6.3 Payment Items

ITEM 0002 – MAINTENANCE BOND

ITEM 1007 - MAINTENANCE BOND

1.2 UNIT PRICE PAYMENT ITEMS

Payment items for the work of this contract on which the contract unit price payments will be made are listed in the BID SCHEDULE and described below. The unit price and payment made for each item listed shall constitute full compensation for furnishing all plant, labor, materials, and equipment, and performing any associated Contractor quality control, environmental protection, meeting safety requirements, tests and reports, and for performing all work required for each of the unit price items.

1.2.1 Miscellaneous Concrete for Encasement, Pipe Cradles, Slope Anchors, and Pipe Collars

1.2.1.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, sheeting, bracing, and shoring, backfill, embankment, formwork, concrete reinforcing, bedding, and all other appurtenances and incidentals and all other requirements for a complete installation complete and in place as shown on the Contract Drawings.

Concrete for Encasement, Concrete Pipe Cradles, Slope Anchors, and Concrete Collars will be measured for payment based upon the number of cubic yards in the accepted work (based on the pay limit/geometry illustrated on the drawings).

1.2.1.2 Unit of Measure

Unit of measure: Cubic Yards

1.2.1.3 Payment Items

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ITEM 0007 - ARRA - MISCELLANEOUS CONCRETE FOR ENCASEMENT, PIPE

CRADLES, SLOPE ANCHORS, AND PIPE COLLARS

ITEM 1005 - ARRA - MISCELLANEOUS CONCRETE FOR ENCASEMENT, PIPE

CRADLES, SLOPE ANCHORS, AND PIPE COLLARS

1.2.2 Milling of Bituminous Pavement Surface, Variable Depth

1.2.2.1 Payment

Payment shall be on a unit price basis, which shall include, but not be limited to, all labor, material, equipment, tools, transportation, milling, and all other appurtenances and incidentals to complete this work. All work under this item shall be in accordance with PennDOT Publication 408 (current edition), Item 491.

1.2.2.2 Unit of Measure

Unit of measure: Square Yard.

1.2.2.3 Payment Items

Item 0008 - ARRA - Milling of Bituminous Pavement Surface, 2” Depth

Item 1006 - ARRA - Milling of Bituminous Pavement Surface, 2” Depth

1.2.3 ITEM 0009 IS RESERVED

1.2.4 Concrete Curb Removal and Replacement

1.2.4.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to the following: all labor, material, equipment, tools, transportation, excavation, off-site disposal of removed material, subgrade preparation, concrete, joint sealant, concrete sealant, and all other appurtenances and incidentals complete in place as shown on the Contract Drawings. Concrete Curb Removal and Replacement will be measured for payment based upon the number of linear feet of the accepted work.

1.2.4.2 Unit of measure

Unit of measure: Linear Feet

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1.2.4.3 Payment Items

Item 0010 - ARRA - Concrete Curb Removal & Replacement

1.2.5 CONCRETE SIDEWALKS, MONOLITHIC CURBS (4”) AND HANDICAPPED

RAMPS (6” REINFORCED CONCRETE)

1.2.5.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to the following: all labor, material, equipment, tools, transportation, excavation, off-site disposal of removed material, saw cutting as directed; demolition and disposal of spoil, placement of base of gravel, air cooled slag, or broken stone four (4) inches in depth; a slab of Portland cement concrete four (4) inches in depth; planks and walks for accommodation of the public for access to private properties;

disposal of surplus excavation; furnishing and installing expansion joint material; and all other requirements for a complete installation matching or exceeding existing pavement, as indicated on the plans as in the specifications, or as directed in the field.

Concrete curbs poured monolithically with sidewalks shall be paid for at the same rate as sidewalks.

Handicap ramps shall include, but not be limited to: saw cutting as directed; demolition and disposal of spoil, placement of base of gravel, air cooled slag, or broken stone four (4) inches in depth; a reinforced slab of Portland cement concrete six (6) inches in depth;

planks and walks for accommodation of the public for access to private properties; disposal of surplus excavation; furnishing and installing expansion joint material; and all other requirements for a complete installation matching or exceeding existing pavement, as indicated on the plans as in the specifications, or as directed in the field.

Measurement used for payment of this item shall be the length and width of sidewalk replacement in square yards in including expansion joint material complete in place.

1.2.5.2 Unit of measure

Unit of measure: Square Yards

1.2.5.3 Payment Item

Item 0011 - ARRA - Concrete Sidewalks, Monolithic Curbs (4”) And Handicapped Ramps

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1.2.6 Class 1B Excavation

1.2.6.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, excavation, sheeting, shoring, maintaining adjacent utilities, to execute excavation and backfill classified by PennDOT Publication 408 (current edition), Item 203 and Section 31 00 00 Earthwork as Class 1B excavation.

1.2.6.2 Unit of measure

Unit of measure: Cubic Yards

1.2.6.3 Payment Items

Item 0012 - ARRA - Class 1B Excavation

Item 1010 - Class 1B Excavation

1.2.7 Class 4 Excavation

1.2.7.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, excavation, sheeting, shoring, maintaining adjacent utilities, to execute excavation for pipe trenching, inlets and manholes classified by PennDOT Publication 408 (current edition), Item 204 and Section 31 00 00 Earthwork as Class 4 excavation.

Measurement shall be based on the pay limit/geometry illustrated on the drawings. Hand digging may be required around house service lines as indicated on drawings or marked as part of One-Call.

1.2.7.2 Unit of measure

Unit of measure: Cubic Yards.

1.2.7.3 Payment Items

Item 0013 - ARRA - Class 4 Excavation

Item 1011 - Class 4 Excavation

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1.2.8 Rock Excavation

1.2.8.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, excavation, sheeting, shoring, maintaining adjacent utilities, to execute excavation classified by Section 31 00 00 Earthwork as Rock Excavation.

1.2.8.2 Unit of measure

Unit of measure: Cubic Yards

1.2.8.3 Payment Items

Item 0014 - ARRA - Rock Excavation

Item 1012 - Rock Excavation

1.2.9 Off-Site Disposal of Excavated Material

1.2.9.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, and all other appurtenances and incidentals required for the loading, hauling and disposal of excess soil materials from excavations on site. It is the Contractors sole responsibility to ensure that the material is disposed of in accordance with all local, state and federal guidelines, ordinances and laws governing materials of the character to be disposed. Measurement shall be based on the pay limit/geometry illustrated on the drawings for Class 1B and Class 4 excavation.

1.2.9.2 Unit of measure

Unit of measure: Cubic Yards

1.2.9.3 Payment Items

Item 0015 - ARRA - Off-Site Disposal of Excavated Material

Item 1013 - Off-Site Disposal of Excavated Material

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1.2.10 ITEM 0016 IS RESERVED

1.2.11 Pavement Sub-base (2A)

1.2.11.1 Payment

Payment shall be on a unit price basis. The length and width of the open excavation or paved area shall be field measured for actual dimensions. The Contract unit price shall include placement and compaction of the material to the depth specified in the plans, all labor, material, equipment, tools, transportation, sheeting, shoring, maintaining adjacent utilities required for execution of this work.

Work under this item shall comply with PennDOT Publication 408 (current edition), Item 350 Type 2A.

1.2.11.2 Unit of Measure

Unit of measure: Square Yards

1.2.11.3 Payment Items

Item 0017 - ARRA - Pavement Sub-base (No. 2A)

Item 1015- Pavement Sub-base (No. 2A)

1.2.12 Coarse Aggregate No. 2A

1.2.12.1 Payment

Payment shall be on a unit price basis. Measurement shall be made from elevation 12 inches above the crown of the pipe to the street sub-grade elevation and the trench width dimensions. The Contract unit price shall include, but not be limited to all additional placement and compaction of material matching the pavement sub-base to be used above the trench backfill, labor, material, equipment, tools, transportation, sheeting, shoring, maintaining adjacent utilities, as directed.

1.2.12.2 Unit of Measure

Unit of measure: Cubic Yards

1.2.12.3 Payment Items

Item 0018 - ARRA - Coarse Aggregate (No. 2A)

Item 1016 - Coarse Aggregate (No. 2A)

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1.2.13 Seeding and Soil Supplements – Formula B and Formula D

1.2.13.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to furnishing acceptable topsoil (if not stockpiled onsite), preparation of indicated areas, placement of topsoil to the required depth, mixing in indicated soil supplements and seeding of all disturbed areas.

1.2.13.2 Unit of Measure

Unit of measure: Pounds.

1.2.13.3 Payment Items

Item 0019 - ARRA - Seeding & Soil Supplements – Formula B

Item 1017 - ARRA - Seeding & Soil Supplements – Formula B

Item 1018 - ARRA - Seeding & Soil Supplements – Formula D

1.2.14 Mulching - Straw

1.2.14.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to preparation of indicated areas, placement of the mulch as called for in the plans, details and specifications.

1.2.14.2 Unit of Measure

Unit of measure: Ton.

1.2.14.3 Payment Items

Item 0021 – ARRA - Mulching - Straw

Item 1019 – ARRA - Mulching - Straw

1.2.15 Rip Rap, Class R-5 (24” thick)

1.2.15.1 Payment

Rip-Rap shall be furnished and placed where shown on the contract drawings or directed in the field. This item shall include all labor, equipment, and material required to place geotextile material and stone rip-rap, grouted in-place as specified.

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Payment for rip-rap shall be at the unit price bid per square yard installed complete in place. Measurement shall be on the square yard in place, at a minimum thickness of twenty-four inches (24”).

1.2.15.2 Unit of Measure

Unit of measure: Square Yards

1.2.15.3 Payment Item

Item 1020 – ARRA - Rip Rap, R-5 (24” thick)

1.2.16 Geotextile, Class 2, Type A

1.2.16.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, and placement of Geotextile as indicated on the plan drawings, details and specifications.

1.2.16.2 Unit of Measure

Unit of measure: Square Yards

1.2.16.3 Payment Items

Item 1021 – ARRA - Geotextile, Class 2, Type A

1.2.17 4” Yellow Hot Thermoplastic Pavement Markings

1.2.17.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 4" width of the color and location indicated in the project drawings, details and specifications.

1.2.17.2 Unit of Measure

Unit of measure: Linear Feet

1.2.17.3 Payment Items

Item 0023 – ARRA - 4” Yellow Hot Thermoplastic Pavement Markings

Item 1022 – ARRA - 4” Yellow Hot Thermoplastic Pavement Markings

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1.2.18 6” White Hot Thermoplastic Pavement Markings

1.2.18.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 6" width of the color and location indicated in the project drawings, details and specifications.

1.2.18.2 Unit of Measure

Unit of measure: Linear Feet

1.2.18.3 Payment Items

Item 0024 – ARRA - 6” White Hot Thermoplastic Pavement Markings

Item 1023 – ARRA - 6” White Hot Thermoplastic Pavement Markings

1.2.19 12” White Hot Thermoplastic Pavement Markings

1.2.19.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 12" width of the color and location indicated in the project drawings, details and specifications.

1.2.19.2 Unit of Measure

Unit of measure: Linear Feet

1.2.19.3 Payment Items

Item 0025 – ARRA - 12” White Hot Thermoplastic Pavement Markings

1.2.20 24” White Hot Thermoplastic Pavement Markings

1.2.20.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 24" width of the color and location indicated in the project drawings, details and specifications.

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1.2.20.2 Unit of Measure

Unit of measure: Linear Feet

1.2.20.3 Payment Items

Item 1025 – ARRA - 24” White Hot Thermoplastic Pavement Markings

1.2.21 6” White Waterborne Pavement Markings

1.2.21.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 6" width of the color and location indicated in the project drawings, details and specifications.

1.2.21.2 Unit of Measure

Unit of measure: Linear Feet

1.2.21.3 Payment Items

Item 0027 – ARRA - 6” White Waterborne Pavement Markings

Item 1026 – ARRA - 6” White Waterborne Pavement Markings

1.2.22 4” Waterborne Pavement Markings

1.2.22.1 Payment

Payment shall be on a unit price basis. The Contract unit price shall include, but not be limited to all labor, material, equipment, tools, transportation, surface preparation, protection and placement of pavement markings of a 4" width of the color and location indicated in the project drawings, details and specifications.

1.2.22.2 Unit of Measure

Unit of measure: Linear Feet

1.2.22.3 Payment Items

Item 0028 – ARRA - 4” Yellow Waterborne Pavement Markings

Item 1027 – ARRA - 4” Yellow Waterborne Pavement Markings

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1.2.23 Type C Inlet Structure

1.2.23.1 Payment

Payment for inlet Structure shall be at a unit price for each (EA) PennDOT Type C inlet installed and accepted complete in place.

Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, concrete base, sealants, manhole steps, bicycle safe frame and cover/grate, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Measurement for inlet structure shall be per each.

1.2.23.2 Unit of Measure

Unit of measure: Each

1.2.23.3 Payment Items

Item 0026 – ARRA - Type C Inlet Structure

1.2.24 Type M Inlet Structure

1.2.24.1 Payment

Payment for inlet Structure shall be at a unit price for each (EA) PennDOT Type M inlet installed and accepted complete in place.

Payment will include, but not be limited to, removal and disposal of existing inlet/catch basin, excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, concrete base, sealants, manhole steps, bicycle safe frame and cover/grate, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Measurement for inlet structure shall be per each.

1.2.24.2 Unit of Measure

Unit of measure: Each

1.2.24.3 Payment Items

Item 0029 – ARRA - Type M Inlet Structure

Item 1029 – ARRA - Type M Inlet Structure

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1.2.25 Intake Structures

1.2.25.1 Payment

Payment for Intake Structure shall be at a unit price for each (EA) installed and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, concrete, rebar, sealants, manhole steps, screens, grates, castings, bar screen, access hatch, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Reconstruct existing wall and fence disturbed by construction of Intake Structure No.2 as incidental to Intake Structure No. 2 unit price item.

1.2.25.2 Unit of Measure

Unit of measure: Each

1.2.25.3 Payment Items

Item 1030 – ARRA - Intake Structure 1

Item 0030 – ARRA - Intake Structure 2

1.2.26 Sanitary Manhole (4’ diam.)

1.2.26.1 Payment

Payment for manhole shall be at a unit price for each (EA) manhole installed and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, concrete base, formed flow channels, sealants, manhole steps, frame and cover/grate, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Measurement for manhole shall be per each.

1.2.26.2 Unit of Measure

Unit of measure: Each

1.2.26.3 Payment Item

Item 0031 – ARRA - Sanitary Manhole - 4’ diam.

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1.2.27 Storm Manhole (5’ diam.)

1.2.27.1 Payment

Payment for manhole shall be at a unit price for each (EA) manhole installed and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, concrete base, formed flow channels, sealants, manhole steps, frame and cover/grate, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Measurement for manhole shall be per each.

1.2.27.2 Unit of Measure

Unit of measure: Each

1.2.27.3 Payment Item

Item 1031 – ARRA - Storm Manhole - 5’ diam.

1.2.28 Access Manhole - 5’ diam.

1.2.28.1 Payment

Payment for access manhole shall be at a unit price for each (EA) access manhole installed and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of new structure, excavation, backfilling, bedding, sheeting and shoring, HDPE 60”tee section and riser section, sealants, concrete manhole section, frame and cover/grate, connection of existing and new sewers, testing, and maintenance of adjacent utilities. Measurement for manhole shall be per each.

1.2.28.2 Unit of Measure

Unit of measure: Each

1.2.28.3 Payment Items

Item 0032 – ARRA - Access Manhole - 5’ diam.

Item 1032 – ARRA - Access Manhole - 5’ diam.

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1.2.29 Outfall Structure

1.2.29.1 Payment

Payment for the discharge structure shall be at a unit price for the discharge structure installed and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, bypass pumping, furnishing and installation of complete custom structure as detailed in the plan drawings, excavation, backfilling, bedding, sheeting and shoring, concrete base, concrete block revetment system, formed flow channels, gravel backfill, sealants, connection of new sewers, testing, and maintenance of adjacent utilities.

1.2.29.2 Unit of Measure

Unit of measure: Each

1.2.29.3 Payment Item

Item 0033 – ARRA - Outfall Structure

1.2.30 Manhole Grade Adjustment

1.2.30.1 Payment

Payment for manhole grade adjustment shall be at a unit price for each structure adjusted to grade within the project limits and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, furnishing and installation of complete grade adjustment rings or masonry units, excavation, backfilling, bedding, sheeting and shoring, sealants, frame and cover/grate, testing, and maintenance of adjacent utilities.

1.2.30.2 Unit of Measure

Unit of measure: Each

1.2.30.3 Payment Items

Item 0034 – ARRA - Manhole Grade Adjustment

Item 1033 – ARRA - Manhole Grade Adjustment

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1.2.31 Inlet Grade Adjustment

1.2.31.1 Payment

Payment for inlet grade adjustment shall be at a unit price for each structure adjusted to grade within the project limits and accepted complete in place. Payment will include, but not be limited to, removal and disposal of excavation, furnishing and installation of complete grade adjustment rings or masonry units, excavation, backfilling, bedding, sheeting and shoring, sealants, frame and cover/grate, testing, and maintenance of adjacent utilities.

1.2.31.2 Unit of Measure

Unit of measure: Each

1.2.31.3 Payment Items

Item 0035 – ARRA - Inlet Grade Adjustment

Item 1034 – ARRA - Inlet Grade Adjustment

1.2.32 60” HDPE Type S Storm Sewer

1.2.32.1 Payment

Payment for storm sewer (including laterals) shall be on a unit price basis per size and type of pipe, installed and accepted complete in place, including removal and disposal of existing piping; furnishing and laying of new pipe and bedding; sheeting and shoring; maintaining adjacent utilities; backfill to 12” above the pipe; compaction;

testing; and inspection. No payment will be made for pipe through intake structures since pipe is not installed through manhole.

Measurement for sewer shall be made from the inside of intake structure/fabricated access manhole tee/bend to the inside edge of intake structure/fabricated access manhole tee/bend or from access manhole pay limit to outfall.

1.2.32.2 Unit of Measure

Unit of measure: Linear Feet

1.2.32.3 Payment Items

Item 0036 – ARRA - 60” HDPE Type S Storm Sewer

Item 1035 – ARRA - 60” HDPE Type S Storm Sewer

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1.2.33 15” PVC SDR 26 Storm Sewer

1.2.33.1 Payment

Payment for 15” PVC SDR 26 Storm Sewer with bends (including laterals) shall be on a unit price basis per size and type of pipe, installed and accepted complete in place, including removal and disposal of existing piping; furnishing and laying of new pipe with bends and bedding; sheeting and shoring; maintaining adjacent utilities; backfill to 12” above the pipe; compaction; testing; and inspection by closed circuit television. No payment will be made for pipe through manhole/inlet since pipe is not installed through manhole. Measurement for sewer shall be made from the inside of manhole/inlet through bends (where required) to the inside edge of manhole/inlet or from edge of new pipe, through bends, to inside edge of manhole/inlet.

1.2.33.2 Unit of Measure

Unit of measure: Linear Feet

1.2.33.3 Payment Items

Item 0037 – ARRA - 15” PVC SDR 26 Storm Sewer

Item 1036 – ARRA - 15” PVC SDR 26 Storm Sewer

1.2.34 15” Insertion Tap

1.2.34.1 Payment

Payment for 15” Insertion Tap, to storm sewer, shall be on a unit price basis, installed and accepted complete in place. Service connections shall be furnished and installed as shown for all new or existing inlets, storm sewer lines or as directed in the field. This item shall include all excavation, sheeting, bracing and shoring, backfill, embankment, approved connectors, flexible connections, saddles, plugs, and all other requirements for a complete installation as indicated on the plans and in the specifications, including core drilling of said sewer line(s).

1.2.34.2 Unit of Measure

Unit of measure: Each

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1.2.34.3 Payment Items

Item 0038 – ARRA - 15” Insertion Tap

Item 1037 – ARRA - 15” Insertion Tap

1.2.35 36” Corrugated HDPE Type S Storm Sewer

1.2.35.1 Payment

Payment for storm sewer (including laterals and bends) shall be on a unit price basis per size and type of pipe, installed and accepted complete in place, including removal and disposal of existing piping;

furnishing and laying of new pipe (including bends) and bedding;

sheeting and shoring; maintaining adjacent utilities; backfill to 12” above the pipe; compaction; testing; and inspection by closed circuit television. No payment will be made for pipe through manhole/inlet since pipe is not installed through manhole. Measurement for sewer shall be made from the inside of manhole/inlet to the inside edge of manhole/inlet or from edge of new pipe to inside edge of manhole/inlet.

1.2.35.2 Unit of Measure

Unit of measure: Linear Feet

1.2.35.3 Payment Item

Item 1038 – ARRA - 36” Corrugated HDPE Type S Storm Sewer

1.2.36 60” HDPE Pipe Bend (Less or equal to 22-1/2 Deg.)

1.2.36.1 Payment

Payment for pipe fitting (bends) shall be on a unit price basis per size and type of pipe, installed and accepted complete in place, including removal and disposal of existing piping; furnishing and laying of new pipe fittings and bedding; sheeting and shoring;

maintaining adjacent utilities; backfill to 12” above the pipe;

compaction; testing; and inspection by closed circuit television. No payment will be made for pipe through manhole/inlet since pipe is not installed through manhole. Measurement for sewer shall be made from the inside of manhole/inlet to the inside edge of manhole/inlet or from edge of new pipe to inside edge of manhole/inlet.

1.2.36.2 Unit of Measure

Unit of measure: Each.

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1.2.36.3 Payment Items

Item 0039 – ARRA - 60” HDPE Pipe Bend (Less or equal to 22-1/2 Deg.)

Item 1039 – ARRA - 60” HDPE Pipe Bend (Less or equal to 22-1/2 Deg.)

1.2.37 60” HDPE Pipe Bend (Greater than 22-1/2 Deg.)

1.2.37.1 Payment

Payment for pipe fitting (bends) shall be on a unit price basis per size and type of pipe, installed and accepted complete in place, including removal and disposal of existing piping; furnishing and laying of new pipe fittings and bedding; sheeting and shoring;

maintaining adjacent utilities; backfill to 12” above the pipe;

compaction; testing; and inspection by closed circuit television. No payment will be made for pipe through manhole/inlet since pipe is not installed through manhole. Measurement for sewer shall be made from the inside of manhole/inlet to the inside edge of manhole/inlet or from edge of new pipe to inside edge of manhole/inlet.

1.2.37.2 Unit of Measure

Unit of measure: Each.

1.2.37.3 Payment Items

Item 0040 – ARRA - 60” HDPE Pipe Bend (Greater than 22-1/2 Deg.)

Item 1040 – ARRA - 60” HDPE Pipe Bend (Greater than 22-1/2 Deg.)

1.2.38 Bituminous Wearing Course, ID-2

1.2.38.1 Payment

Payment shall be on a unit price basis. Measurement shall be the actual field measured width and length dimensions. The Contract unit price shall include placement, rolling and compaction and finishing of the material to the depth specified in the plans, all labor, material, equipment, tools, transportation required for execution of this work. Work under this item shall comply with PennDOT Publication 408 (current edition), Item 420 Bituminous Wearing Course ID-2.

1.2.38.2 Unit of Measure

Unit of measure: Square Yard.

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1.2.38.3 Payment Items

Item 0041 – ARRA - Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-H

Item 1041 – ARRA - Superpave Asphalt Mixture Design, HMA Wearing Course, PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-H1.2.40

1.2.39 Bituminous Wearing Course, (Scratch) ID-2

1.2.39.1 Payment

Payment shall be on a unit price basis. Measurement shall be the actual tonnage used. The Contract unit price shall include placement, rolling and compaction and finishing of the material to the depth specified in the plans, all labor, material, equipment, tools, transportation required for execution of this work. Work under this item shall comply with PennDOT Publication 408 (current edition), Item 420 Bituminous Wearing Course ID-2.

1.2.39.2 Unit of Measure

Unit of measure: Ton.

1.2.39.3 Payment Items

Item 0042 – ARRA - Bituminous Superpave Asphalt Mixture Design, HMA Wearing Course (Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-L

Item 1042 – ARRA - Bituminous Superpave Asphalt Mixture Design, HMA Wearing Course (Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, 1 1/2" Depth, SRL-L

1.2.40 Bituminous Concrete Base Course (BCBC)

1.2.40.1 Payment

Payment shall be on a unit price basis. Measurement shall be the actual field measured width and length dimensions. The Contract unit price shall include placement, rolling and compaction and finishing of the material to the depth specified in the plans, including tack coat, all labor, material, equipment, tools, transportation required for execution of this work. Work under this item shall comply with PennDOT Publication 408 (current edition); Item 305 Bituminous Concrete Base Course.

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1.2.40.2 Unit of Measure

Unit of measure: Square Yard.

1.2.40.3 Payment Items

Item 0043 – ARRA - Superpave Asphalt Mixture Design, HMA Base Course, PG 64-22, 3 to <10 Million ESALS, 25.0 MM Mix, 6" Depth

Item 1043 – ARRA - Superpave Asphalt Mixture Design, HMA Base Course, PG 64-22, 3 to <10 Million ESALS, 25.0 MM Mix, 6" Depth

1.2.41 Bituminous Binder Course, ID-2

1.2.41.1 Payment

Payment shall be on a unit price basis. Measurement shall be the actual field measured width and length dimensions. The Contract unit price shall include placement, rolling and compaction and finishing of the material to the depth specified in the plans, all labor, material, equipment, tools, transportation required for execution of this work. Work under this item shall comply with PennDOT Publication 408 (current edition), Item 421 Bituminous Binder Course ID-2.

1.2.41.2 Unit of Measure

Unit of measure: Square Yard.

1.2.41.3 Payment Items

Item 0044 – ARRA - Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 3 to <10 Million ESALS, 19.0 MM Mix, 2 1/2" Depth

Item 1044 – ARRA - Superpave Asphalt Mixture Design, HMA Binder Course, PG 64-22, 3 to <10 Million ESALS, 19.0 MM Mix, 2 1/2" Depth

1.2.42 Plain Cement Concrete Pavement

1.2.42.1 Payment

Payment shall be on a unit price basis. Measurement shall be the actual field measured width and length dimensions. The Contract unit price shall include placement, rolling and compaction and finishing of the material to the depth specified in the plans, all labor, material, equipment, tools, transportation required for execution of this work. Work under this item shall comply with PennDOT Publication 408 (current edition), Item 501 Plain Cement Concrete Pavement.

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1.2.42.2 Unit of Measure

Unit of measure: Square Yard.

1.2.42.3 Payment Item

Item 0045 – ARRA - Plain Cement Concrete Pavement

1.2.43 Terminal Section, Single

1.2.43.1 Payment

Payment shall be on a unit price basis. Measurement shall be made for each terminal section in place. The Contract unit price shall include terminal section, all labor, material, equipment, tools, appurtenances and transportation required for the removal of existing terminal section, and re-setting of section, including all appurtenances and hardware for the execution of this work.

1.2.43.2 Unit of Measure

Unit of measure: Each.

1.2.43.3 Payment Item

Item 1046 –Terminal Section, Single

1.2.44 Type 2-S Guide Rail

1.2.44.1 Payment

Payment shall be on a unit price basis. Measurement shall be made for the length of guide rail measured in place. The Contract unit price shall include guide rail, all labor, material, equipment, tools, appurtenances and transportation required for the removal of existing guide rail section, and re-setting of section, including all appurtenances and hardware for the execution of this work.

1.2.44.2 Unit of Measure

Unit of measure: Linear Foot.

1.2.44.3 Payment Item

Item 1047 – Type 2-S Guide Rail

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1.2.45 1” water service line

1.2.45.1 Payment

Payment for 1” service line shall be at a unit price per linear feet of 1” service line installed and accepted complete in place. Payment will include, but not be limited to, excavation, backfill, compaction, trenching, saw cutting, pipe bedding, sheeting and shoring as necessary, 1" copper pipe - Type K, fittings and adapters, all labor, equipment, material, and tools for locating water services and any other work necessary for the complete installation of this item, and, removal, storage and protection of surface items, satisfactory removal and disposal of all unsuitable and surplus material.

1.2.45.2 Unit of Measure

Unit of measure: linear feet

1.2.45.3 Payment Items

Item 0046 – ARRA - 1” water service line

Item 1048 – 1” water service line

1.2.46 Water Service Line Repair

1.2.46.1 Payment

Payment shall be at a unit price per each of 1” service line repairs installed and accepted complete in place. Water service line repair Payment will include, but not be limited to, excavation, backfill, compaction, trenching, saw cutting, fittings and adapters, the installation of the corporation stop, curb valve and curb box, service line couplings, disconnecting and reconnecting the existing service line to new service line, removal of the abandoned curb box, removal,…