01 22 00 00 10 Measurement and Payment Am4.pdf

Pine Hollow Stream Removal Project Allegheny County, PA

SECTION 01 22 00.00 10 Page 1 W911WN-10-B-0010 Section Replaced by Amendment 0004

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.

SECTION 01 22 00.00 10 Page 2 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.1.2.3 Payment Items

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

Item 1002 - 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 - 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 and Grubbing

ITEM 1004 - Clearing and 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 – ARRA - Maintenance Bond

ITEM 1006 - 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). Excavation is paid for under Class 4 Excavation item. Excavation measurement shall be based on the pay limit/geometry illustrated on the drawings for encasements, cradles, anchors and collars for the volume of excavation beyond the pipe item pay limits.

1.2.1.2 Unit of Measure

Unit of measure: Cubic Yards

1.2.1.3 Payment Items

Item 0007 - ARRA - MISCELLANEOUS CONCRETE FOR ENCASEMENT, PIPE

CRADLES, SLOPE ANCHORS, AND PIPE COLLARS

Item 1005 - MISCELLANEOUS CONCRETE FOR ENCASEMENT, PIPE CRADLES, SLOPE ANCHORS, AND PIPE COLLARS

SECTION 01 22 00.00 10 Page 5 W911WN-10-B-0010 Section Replaced by Amendment 0004

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

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

1.2.4.3 Payment Items

Item 0010 - ARRA - Concrete Curb Removal and Replacement

Item 1007 - Concrete Curb Removal and Replacement

SECTION 01 22 00.00 10 Page 6 W911WN-10-B-0010 Section Replaced by Amendment 0004

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

Item 1008 - 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 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

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, and Access 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

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, SECTION 01 22 00.00 10 Page 8 W911WN-10-B-0010 Section Replaced by Amendment 0004 transportation, excavation, sheeting, shoring, maintaining adjacent utilities, to execute excavation classified by Section 31 00 00 Earthwork as Rock Excavation. Measurement shall be based on the pay limits as defined in Section 31 00 00 Earthwork for 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 excavated 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 and from Section 31 00 00 Earthwork for Rock 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

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

SECTION 01 22 00.00 10 Page 9 W911WN-10-B-0010 Section Replaced by Amendment 0004 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)

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)

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.

SECTION 01 22 00.00 10 Page 10 W911WN-10-B-0010 Section Replaced by Amendment 0004

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 0020 - ARRA - Seeding & Soil Supplements – Formula D

Item 1017 - Seeding & Soil Supplements – Formula B

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 – 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.

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

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1.2.15.3 Payment Item

Item 0064 – 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 0065 – 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

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.

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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

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.

1.2.20.2 Unit of Measure

Unit of measure: Linear Feet

1.2.20.3 Payment Items

Item 0067 – ARRA - 24” White Hot Thermoplastic Pavement Markings

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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

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

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 existing inlet/catch basin and excavation material, 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.

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1.2.23.2 Unit of Measure

Unit of measure: Each

1.2.23.3 Payment Items

Item 0026 – ARRA - Type C Inlet

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 and excavation material, 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

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 existing structure and excavated material, 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

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Item 0030 – ARRA - Intake Structure 2

Item 0068 – ARRA - Intake Structure 1

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 existing manhole and excavation material, 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.

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 material, 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 0069 – ARRA - Storm Manhole - 5’ diam.

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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, bypass pumping, furnishing and installation of new structure, 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. Excavation for Access Manholes is paid for under Class 4 Excavation Item.

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 1025 – Access Manhole - 5’ diam.

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 material, 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 1010 – Outfall Structure

SECTION 01 22 00.00 10 Page 17 W911WN-10-B-0010 Section Replaced by Amendment 0004

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 – Manhole Grade Adjustment

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 – Inlet Grade Adjustment

SECTION 01 22 00.00 10 Page 18 W911WN-10-B-0010 Section Replaced by Amendment 0004

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 structures or manholes. Measurement for sewer shall be made from the inside edge 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, as per standard detail.

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 1026 – 60” HDPE Type S Storm Sewer

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. Excavation for 15” PVC is paid for under Class 4 Excavation Item.

1.2.33.2 Unit of Measure

Unit of measure: Linear Feet

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1.2.33.3 Payment Items

Item 0037 – 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

1.2.34.3 Payment Items

Item 0038 – 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. Excavation for 36” HDPE is paid for under Class 4 Excavation Item.

1.2.35.2 Unit of Measure

Unit of measure: Linear Feet

SECTION 01 22 00.00 10 Page 20 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.35.3 Payment Item

Item 0070 – 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.

1.2.36.3 Payment Items

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

Item 1027 – 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.

SECTION 01 22 00.00 10 Page 21 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.37.3 Payment Items

Item 0040 – 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, 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 420 Bituminous Wearing Course ID-2.

1.2.38.2 Unit of Measure

Unit of measure: Square Yard.

1.2.38.3 Payment Items

Item 0041 – 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

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 – Superpave Asphalt Mixture Design, HMA Wearing Course (Scratch), PG 64-22, 3 to <10 Million ESALS, 9.5 MM Mix, SRL-L

SECTION 01 22 00.00 10 Page 22 W911WN-10-B-0010 Section Replaced by Amendment 0004

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, 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.

1.2.40.2 Unit of Measure

Unit of measure: Square Yard.

1.2.40.3 Payment Items

Item 0043 – 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 – 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, SECTION 01 22 00.00 10 Page 23 W911WN-10-B-0010 Section Replaced by Amendment 0004 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.

1.2.42.2 Unit of Measure

Unit of measure: Square Yard.

1.2.42.3 Payment Item

Item 0045 – 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 0071 – 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 0072 – Type 2-S Guide Rail

SECTION 01 22 00.00 10 Page 24 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.45 Reimbursement for Water System Adjustments

1.2.45.1 Payment

The proposal will include a predetermined amount of money (PDA) for reimbursement to the West View Water Authority for adjustments to the water system as a result of the work. The contract item will have a unit of measure of dollar, a unit price of $1.00, and a quantity equal to the PDA. Due to the contingent or unpredictable nature of the work being performed, there is no guarantee that the total item value will be utilized. The reimbursement for water system modifications item will be paid as services by others and reimbursement will be limited to the invoiced cost for the services.

1.2.45.2 Unit of Measure

Unit of measure: Dollar

1.2.45.3 Payment Items

Item 0073 – ARRA - Reimbursements for Water System Adjustments

Item 1015 – Reimbursements for Water System Adjustments

1.2.46 ITEM 0047 IS RESERVED

ITEM 1049 IS RESERVED

1.2.47 ITEM 0048 IS RESERVED

ITEM 0049 IS RESERVED

1.2.48 ITEM 0050 IS RESERVED

1.2.49 ITEM 0051 IS RESERVED

1.2.50 ITEM 0052 IS RESERVED

1.2.51 Grout Existing pipe, (bulkhead existing line)

1.2.51.1 Payment

The CONTRACTOR shall formulate, furnish, and place a flowable fill material into locations indicated on Contract Drawings or as directed in the field. The CONTRACTOR shall place flowable fill in abandoned sewer lines having a diameter of eight inches (8") or greater, or as directed in the field. Work under this item shall include, but not be limited to, all formulation cost, cement, fly ash, fine aggregate, additives, plugs, temporary bulkheads, excavation, water fees, SECTION 01 22 00.00 10 Page 25 W911WN-10-B-0010 Section Replaced by Amendment 0004 testing, mapping locations, equipment, all labor, all materials and the proper disposal of all unsuitable and surplus materials.

Work under this item shall include all labor, materials and equipment necessary to furnish and install brick/concrete bulkhead into abandoned left-in-place sewer and concreting/patching of interior manhole surface at filled pipe penetration.

Method of payment for grouting existing pipe will be measured as in-place material using three-dimensional methods as approved by the DIRECTOR. Payment will be made at the contract unit price per cubic yard, complete in place.

1.2.51.2 Unit of Measure

Unit of measure: Cubic Yard

1.2.51.3 Payment Items

Item 0053 – Grout Existing pipe, (bulkhead existing line)

1.2.52 4” – 6” PVC SDR 26 Pipe Repair

1.2.52.1 Payment

Payment shall be PER LINEAL FOOT of PVC pipe installed. Measurement shall be along the centerline of the pipe and shall include all fittings, etc.

Work under this item shall include replacing 4" to 6" sewer laterals and fittings, encountered and damaged, and as directed by the Contracting Officer. Work under this item includes but is not limited to: cutting of existing lateral or sewer; disposal of damaged materials; re-connection to existing lateral, sewer, manhole or catch basin with PVC SDR-26 sewer pipe, approved Fernco couplings, required sealers, or other approved means; any plugging or blocking; and any pumping and by-passing, etc., necessary to minimize the curtailment of storm water/sewage service during reconnection. Excavation, disposal and backfill is paid for under separate pay items.

1.2.52.2 Unit of Measure

Unit of measure: Lineal Foot

1.2.52.3 Payment Items

Item 0054 – 4” – 6” PVC SDR 26 Sewer Repair

1.2.53 12" PVC, SDR-26 Pipe

SECTION 01 22 00.00 10 Page 26 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.53.1 Payment

Measurement for PVC SEWER PIPE shall be based on the laying length of pipe installed from centerline of manhole to centerline of manhole minus one-half of the diameter of each manhole. No deductions will be made for wyes. Measurement for PVC SEWER PIPE for repairs shall be based on the actual laying length of pipe installed.

Work under this item shall include furnishing all labor, materials and equipment to install all sewer pipe at the depths and grades as shown on the Contract Drawings or directed in the field. This item shall include removal of abandoned utility lines, connection to existing sewer pipe, all labor, material, equipment, tools, sheeting, bracing, shoring/trench box, saw-cutting for excavation, piping, joint material, approved Fernco couplings, temporary plugs, testing, connections, capping, plugging, steel rebar, wyes, fittings, compaction, bedding material.

Excavation, disposal and backfill is paid for under separate pay items.

1.2.53.2 Unit of Measure

Unit of measure: Lineal Foot

1.2.53.3 Payment Item

Item 0074 – 12” PVC SDR 26 Sewer

1.2.54 Reimbursement for Natural Gas System Adjustments

1.2.54.1 Payment

The proposal will include a predetermined amount of money (PDA) for reimbursement, to the Equitable Gas Company or Columbia Gas Company (Gas Company) located within the street rights of way or recorded easements, for adjustments to the natural gas systems as a result of the work. The contract item will have a unit of measure of dollar, a unit price of $1.00, and a quantity equal to the PDA. Due to the contingent or unpredictable nature of the work being performed, there is no guarantee that the total item value will be utilized. The reimbursement for natural gas system modifications item will be paid as services by others and reimbursement will be limited to the invoiced cost for the services.

Surface restoration is paid for under separate pay items.

1.2.54.2 Unit of Measure

Unit of measure: Dollar

SECTION 01 22 00.00 10 Page 27 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.54.3 Payment Items

Item 0075 – ARRA - Reimbursement for Natural Gas System Adjustments

Item 1018 – Reimbursement for Natural Gas System Adjustments

1.2.55 Over-Excavation and Backfill with No. 1 Aggregate (AS

DIRECTED)

1.2.55.1 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, surveying, backfilling (with aggregate)as directed. Over- Excavation and Backfill with Aggregate will be measured for payment based upon the number of units excavated and replaced as directed. No payment will be made for over excavation/backfill that is not specifically directed. The location of this item is not indicated on the project contract drawings. This item is for work to be performed only as directed by the Contracting Officer.

1.2.55.2 Unit of Measure

Unit of measure: Cubic Yards

1.2.55.3 Payment Items

Item 0057 – Over-Excavation and Backfill with No. 1 Coarse Aggregate

Item 1028 – Over-Excavation and Backfill with No. 1 Coarse Aggregate

1.2.56 Exploratory Excavation water, sewer & gas - up to 6' deep

Exploratory Excavation water, sewer & gas - over 6' deep

1.2.56.1 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, saw cutting, pavement removal, excavation, sheeting, shoring, maintaining adjacent utilities, surveying, backfilling, dewatering, erosion and sediment control, dye testing, temporary sewer repair, and temporary pavement patching as directed. The location of this item is not indicated on the project contract drawings. This item is for work to be performed only as directed by

SECTION 01 22 00.00 10 Page 28 W911WN-10-B-0010 Section Replaced by Amendment 0004 the Contracting Officer. Work to be completed in advance of trench excavation.

1.2.56.2 Unit of Measure

Unit of measure: Each

1.2.56.3 Payment Items

Item 0058 – Exploratory Excavation Water, Sewer & Gas - Up To 6' Deep

Item 0059 – Exploratory Excavation Water, Sewer & Gas - Over 6' Deep

Item 1029 – Exploratory Excavation Water, Sewer & Gas - Up To 6' Deep

Item 1030 – Exploratory Excavation Water, Sewer & Gas - Over 6' Deep

1.2.57 Off-Duty Officers

1.2.57.1 Payment

This item shall include providing off-duty uniformed Police Officers to direct and control traffic during construction as required by the approved Maintenance and Protection of Traffic Plan, obstruction permit, or as required by the Owners's Representative in the field.

Payment shall be based on the unit price bid per man-hour.

Measurement for payment shall be based on: 1) the actual number of man-hours provided when the occurrence is greater than four hours; 2) a value of four hours when the hours of service are four hours or less per occurrence. The location of this item is not indicated on the project contract drawings. This item is for work to be performed only as directed by the Contracting Officer.

1.2.57.2 Unit of Measure

Unit of measure: Man-Hours

1.2.57.3 Payment Items

Item 0060 – Off-Duty Officer

Item 1031 – Off-Duty Officer

SECTION 01 22 00.00 10 Page 29 W911WN-10-B-0010 Section Replaced by Amendment 0004

1.2.58 Full Crew for Sewer Televising, Dye Testing

1.2.58.1 Payment

Payment shall be PER HOUR for a full crew(s); labor and equipment cost for work and/or time spent on-site for sewer televising, sewer cleaning or dye testing. A full crew is defined to consist of (1) laborer, (1) vactor truck with operator, (1) television inspection truck with operator, (1) utility truck with air compressor and operator, and (1) foreman.

Should the actual crew be comprised of less workers than the “full” crew as defined above, then payment for this item shall be adjusted and shall be based on the actual number of workers in the crew times their respective rate classifications.

This item shall cover all expenses involved in having a crew of workers and equipment at a site performing work, not specifically part of the pipe installation process, as directed. The bidder shall furnish all labor, electronic equipment, and technicians to perform the closed circuit television, sewer cleaning and in sewer pipes up to 60” inches. Televising equipment shall include the television camera, television monitor, cables, power source, lights and other equipment necessary to the televising operation.

1.2.58.2 Unit of Measure

Unit of measure: Hours

1.2.58.3 Payment Items

Item 0061 – Sewer Televising, Dye Testing

1.2.59 Reset Post Mounted Signs

1.2.59.1 Payment

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

1.2.59.2 Unit of Measure

Unit of measure: Each.

1.2.59.3 Payment Items

SECTION 01 22 00.00 10 Page 30 W911WN-10-B-0010 Section Replaced by Amendment 0004

Item 0062 – Reset Post Mounted Signs, Type B

Item 0063 – Reset Post Mounted Signs, Type F

PART 2 PRODUCTS

(Not Applicable)

PART 3 EXECUTIONS

(Not Applicable)

END OF SECTION