41-Sec 01 22 00 - 00 - MEASUREMENT AND PAYMENT.pdf

MEASUREMENT AND PAYMENT

01 22 00-1

SECTION 01 22 00

PART 1 - GENERAL

1.01 SECTION INCLUDES

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

1.02 PROCEDURE

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

B. The Resident Project Representative shall take all measurements and compute quantities relative to all work completed under the Agreement in accordance with the methods included in this section.

CONTRACTOR shall assist by providing necessary equipment and personnel as required.

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

PART 2 - PRODUCTS

2.01 None

PART 3 – EXECUTION

ROAD PAVING

3.01 1-½” ROADWAY MILLING

A. MEASUREMENT

Measurement for this item shall be as determined in the field per square yard of roadway surface milled.

B. PAYMENT

Payment for roadway milling shall be made at the contract unit price as listed in the Bid Schedule.

This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary for the safe milling of the roadway, hauling the millings to a permitted disposal location, and the costs associated with the disposal of the millings. Utilities that protrude above the roadway after milling shall be clearly marked by the Contractor with fluorescent paint. If protruding objects may cause damage to motor vehicles’ tires, undercarriages, etc., the Contractor shall place temporary cold patch at these locations at no additional cost to the Owner. The Township reserves the right to request ‘taper’ milling along roadway segments. The Contractor will be paid the average depth of milling for taper mills. The Contractor is further responsible for sweeping the roadway clean of any loose material using a street sweeping vacuum truck after milling is completed. It is the responsibility of the Contractor to repair or replace any curbing, utilities, or other existing features damaged during the milling process at no cost to the Owner. Milling shall be in accordance with the latest edition of PennDOT Publication 408, Section 491 and Section 492.

3.02 BASE REPAIR

A. MEASUREMENT

Measurement for this item will be as determined in the field per square yard of base repair completed

01 22 00-2 at locations to be determined after the milling process. Locations requiring standard base repair shall be determined by the Owner and/or Engineer. Base repair shall include 11” excavation, removal and disposal of spoils, installation of geosynthetic fabric, 2A stone subbase compacted to a minimum thickness of 6”, WMA Superpave Base Course, PG 64S-22, 0.3 to 3.0 Million ESALs, 25mm Mix compacted to a minimum thickness of 5”.

B. PAYMENT

Payment for Base Repair shall be at the contract unit price listed in the Bid Schedule paid from the unit price amount identified in the Bid. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary to complete the roadway base repair at locations to be determined by the Owner and/or Engineer after milling has been completed. The Contractor shall neatly saw cut through all pavement courses at locations designated for repair, excavate to the required depth, dispose of the existing materials, install geosynthetic fabric, repair the base material, and provide restoration as specified. The Township reserves the right to require additional base repair at locations with potential drainage and ponding issues and at locations of inadequate road restoration due to improper materials and/or poor compaction during recent curb replacements. The Contractor will be paid for additional base repair beyond the contract amount per square yard at the contract unit price.

Standard Base repair shall be in accordance with the drawings and the latest editions of PennDOT Publication 408, Section 316 and Section 410 & 413.

3.03 SUPERPAVE LEVELING COURSE

A. MEASUMENT

Measurement for this item will be determined in the field for ton of leveling course placed at locations to be determined by the Owner and/or Engineer after the milling process.

B. PAYMENT

Payment for the Superpave Leveling Course shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary to tack coat the roadway as required with emulsified asphalt Class AET or Class E-8 (AASHTO CSS-1h or SS-1h), and install the 9.5mm WMA Superpave leveling course in areas designated by the Owner and/or Engineer. Bituminous tack coat shall be in accordance with the latest editions of PennDOT Publication 408, Section 460. Superpave leveling course shall be in accordance with the latest editions of PennDOT Publication 408, Sections 410 & 413.

3.04 MANHOLE RIM ADJUSTMENTS

A. MEASUREMENT

Measurement for this item will be as determined in the field for each manhole rim adjustment completed.

B. PAYMENT

Payment for Manhole Rim Adjustments will be at the contract unit price listed in the Bid Schedule.

This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary to complete each manhole rim adjustment. Manhole rims and frames damaged by any construction operations associated with the work under this contract shall be replaced by the Contractor at no cost to the Owner. The elevation of manhole rims shall be adjusted in areas where the asphalt surface is being raised. Materials for Manhole Rim Adjustments shall be obtained from Neenah Foundry, Burlington Foundry, or approved equivalent from a PennDOT Bulletin 15 Supplier.

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3.05 1-½“ SUPERPAVE WEARING COURSE

A. MEASUREMENT

Measurement for this item will be as determined in the field per square yard of roadway surface paved.

B. PAYMENT

Payment for the 1-½“ WMA Superpave Wearing Course shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary, the adjustment of water valve boxes as required, tack coat the roadway as required with emulsified asphalt Class AET or Class E-8 (AASHTO CSS-1h or SS-1h); pave the roadway for areas designated for work by the Township with WMA Superpave Wearing Course, PG 64S-22, 0.3 to 3.0 million ESALS, 9.5mm mix, SRL-H; and use PG 64S-22 to seal all joints, curb lines, and utilities. The replacement of loop detectors at signalized intersections shall be completed separately under the Township’s Signal Maintenance Contract. Contractor shall be responsible for coordinating and scheduling the replacement of loop detectors with the contractor responsible for signal maintenance. If required, water valve box risers shall be provided by the Water Authority and Contractor is responsible for coordinating with the Water Authority. Joint Sealing shall be completed within 1 week of the wearing course being placed. Payment for the wearing course shall not be made until joint sealing and sealing along the curb line has been completed.

Random asphalt testing shall be conducted by the Township Engineer in accordance with PennDOT Publication 408, Section 404. The dates, times and locations of asphalt testing shall be at the discretion of the Township Engineer. In the event of a failure during testing or the Contractor does not agree with the testing results, the Contractor may conduct third party asphalt testing at no cost to the Township.

Bituminous Tack Coat shall be in accordance with the latest edition of PennDOT Publication 408, Section 460: Superpave Wearing Course shall be in accordance with the latest edition of PennDOT Publication 408, Section 410 & 413; and PG 64S-22 asphalt shall be in accordance with the latest edition of PennDOT Publication 408.

3.06 4” WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

A. MEASUREMENT

Measurement for this item shall be as determined in the field per linear foot of 4” White Hot Thermoplastic Pavement Markings placed.

B. PAYMENT

Payment for the 4” White Hot Thermoplastic Pavement Markings shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary for the installation of 44” white hot thermoplastic pavement markings. Pavement markings shall be placed in accordance with the drawings and the latest edition of PennDOT Publication 408, Section 960.

3.07 24” WHITE HOT THERMOPLASTIC PAVEMENT MARKINGS

A. MEASUREMENT

Measurement for this item shall be as determined in the field per linear foot of 24” White Hot Thermoplastic Pavement Markings placed.

B. PAYMENT

Payment for the 24” White Hot Thermoplastic Pavement Markings shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary for the installation of 24” white hot thermoplastic pavement markings

01 22 00-4 for stop bars, crosswalks, and gore striping. Pavement markings shall be placed in accordance with the drawings and the latest edition of PennDOT Publication 408, Section 960.

3.08 YELLOW “SLOW” PAVEMENT MARKINGS

A. MEASUREMENT

Measurement for this item shall be as determined in the field per each Yellow “Slow” Pavement Markings placed.

B. PAYMENT

Payment for the Yellow “Slow” Pavement Markings shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation for the furnishing of all labor, materials, equipment, mobilization, audio-videotaping, and maintenance and protection of traffic (See Part 3.15) necessary for the installation of Yellow “Slow” Pavement Markings. Pavement markings shall be placed in accordance with the drawings and the latest edition of PennDOT Publication 408, Section 960.

INLET REMOVAL AND REPLACEMENT

3.09 2’X4’ TYPE ‘C’ INLET

Measurement for this item shall be as determined in the field for each 2’ x 4’ Type ‘C’ Inlet installed as indicated on the drawings.

B. PAYMENT

Payment for the installation of 2’ x 4’ Type ‘C’ Inlet shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation of all labor, materials, equipment, and maintenance necessary for the installation of 2’ x 4’ Type ‘C’ Inlet. The price shall include field measurements, design, and fabrication of inlet structure, protection of existing utilities, excavation, furnishing and installing inlet box, inlet top, and ADA compliant bicycle safe grates, any pipe extension, modification, and connection, placement and compaction of 2A stone backfill, mortar, coatings, adjustment of all utilities, dewatering, crushed stone aggregate base, backfilling, sheeting and shoring, removal of excess excavated material, removal of existing structures, erosion and sedimentation control, curb/sidewalk removal and replacement, roadway restoration, lawn restoration, and all other related work necessary to complete the construction of 2’ x 4’ Type ‘C’ Inlet as more fully defined elsewhere in the Project Manual and/or shown on the Drawings.

3.10 TYPE ‘C’ OVERSIZED INLET

Measurement for this item shall be as determined in the field for each Type ‘C’ Oversized Inlet installed as indicated on the drawings.

Payment for the installation of Type ‘C’ Oversized Inlet shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation of all labor, materials, equipment, and maintenance necessary for the installation of Type ‘C’ oversized Inlet. The price shall include field measurements, design, and fabrication of inlet structure, protection of existing utilities, removal of existing inlet structures, excavation, furnishing and installing inlet box, inlet top, and ADA compliant bicycle safe grates, any pipe extension, modification, and connection, placement and compaction of

01 22 00-5

2A stone backfill, mortar, coatings, adjustment of all utilities, dewatering, crushed stone aggregate base, backfilling, sheeting and shoring, removal of excess excavated material, removal of existing structures, erosion and sedimentation control, curb/sidewalk removal and replacement, roadway restoration, lawn restoration, and all other related work necessary to complete the construction of Type ‘C’ Oversized Inlet as more fully defined elsewhere in the Project Manual and/or shown on the Drawings.

3.11 2’X4’ TYPE ‘M’ INLET

Measurement for this item shall be as determined in the field for each 2’ x 4’ Type ‘M’ Inlet installed as indicated on the drawings.

Payment for the installation of 2’ x 4’ Type ‘M’ Inlet shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full compensation of all labor, materials, equipment, and maintenance necessary for the installation of 2’ x 4’ Type ‘M’ Inlet. The price shall include field measurements, design, and fabrication of inlet structure, protection of existing utilities, excavation, furnishing and installing inlet box, inlet top, and ADA compliant bicycle safe grates, any pipe extension, modification, and connection, placement and compaction of 2A stone backfill, mortar, coatings, adjustment of all utilities, dewatering, crushed stone aggregate base, backfilling, sheeting and shoring, removal of excess excavated material, removal of existing structures, erosion and sedimentation control, curb/sidewalk removal and replacement, roadway restoration, lawn restoration, and all other related work necessary to complete the construction of 2’ x 4’ Type ‘M’ Inlet as more fully defined elsewhere in the Project Manual and/or shown on the Drawings.

CURB RAMP REPLACEMENTS

3.12 PLAIN CEMENT CONCRETE CURB AT ADA/PENNDOT COMPLIANT CURB RAMPS – REMOVE

AND REPLACE

A. MEASUREMENT

Measurement for this item shall be as determined in the field for linear feet of concrete vertical/depressed curb placed at ADA/PennDOT compliant curb ramps.

B. PAYMENT

Payment for ADA/PennDOT compliant concrete vertical/depressed curb shall be made at the contract unit price as listed in the Bid Schedule. This price shall constitute full compensation for providing and furnishing of all labor, materials, equipment, and traffic control necessary for the removal and construction of concrete vertical/depressed curb associated with curb ramp removal and replacement.

The Contractor shall remove and reset existing features and provide restoration as required to complete the work, including pavement restoration in accordance with the Drawings and fine grading of stone required to achieve proposed final location/elevation of new concrete vertical/depressed curb. This includes any sawcutting of existing pavement and/or concrete. Existing curb in the Levittown Sections are monolithically connected to the existing concrete road base and will need to be neatly disconnected from behind the road in order to remove it without damaging the roadway.

Pavement restoration is incidental to curb installation. The Contractor will remove all forms and finish all concrete surfaces. The Contractor will also replace any curb, per the Drawings, which must be removed to facilitate the construction of compliant curb ramps including at existing corner walkways and non-compliant ramps. Work shall be in accordance with the latest editions of PennDOT Publication 408, Section 630, PennDOT Publication 72, RC-64, and Township Standards. Any work that does not comply with applicable criteria shall be replaced at the Contractor’s expense. A PennDOT approved Class A or S concrete mix design shall be used. Where any conflicts occur, the requirements of PennDOT Publication 72, RC-64 and 67 shall govern. New curb lines should be

01 22 00-6 sealed using PG 64S-22 in accordance with the latest edition of PennDOT Publication 408. In addition, any necessary cheekwalls will be paid from this line item and unit pricing.

3.13 PLAIN CEMENT CONCRETE ADA/PENNDOT COMPLIANT CURB RAMPS AND SIDEWALK (4”

THICK) – REMOVE AND REPLACE

A. MEASUREMENT

Measurement for this item shall be as determined in the field per square foot of ADA/PennDOT Compliant Curb Ramp removed and replaced. ADA/PennDOT Compliant Curb Ramps shall be constructed of 4” of 3,000 PSI Class A or S, air-entrained concrete cement and 6” PennDOT 2A stone placed over prepared subgrade.

B. PAYMENT

Payment for the Concrete ADA/PennDOT Compliant Curb Ramps and Sidewalk shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full payment for providing and furnishing all labor, materials, equipment, and traffic control necessary for the construction of Concrete ADA/PennDOT Compliant Curb Ramps and Sidewalk, excluding detectable warning tiles and curbing. The price shall include removal of existing features as required to facilitate construction in accordance with the design and details. The location specific curb ramp designs are provided in the Bid Documents.

The ramps will be staked out by the ENGINEER. The CONTRACTOR must notify the ENGINEER when they are ready to have ramps staked out. It is the CONTRACTOR’s responsibility to verify all grades shown on the curb ramp designs provided by the ENGINEER prior to form placement to ensure all requirements are met. Stakeout will be completed once at OWNER’s expense. If additional stakeout is required, contractor will pay OWNER for that work on a time and materials basis.

The Contractor will remove existing sidewalks and curb ramps and place and compact the stone base for all curb ramps. This includes any sawcutting of existing pavement and/or concrete. Contractor shall complete fine grading of stone as needed to achieve specified location/elevation. The Contractor will install ADA/PennDOT compliant curb ramps, in accordance with the Drawings and the latest editions of PennDOT Publication 408, Section 676; PennDOT Publication 72, RC-67; and Township Standards. The Contractor is also to replace any sidewalk, per the Drawings, which must be removed to facilitate the construction of compliant curb ramps, including any concrete located at existing corner walkways and non-compliant curb ramps. The Contractor will remove all forms and finish all concrete surfaces. Restoration of existing features, including grading and seeding adjacent to concrete removal and replacement is to be included in this item; all areas of cut and fill shall be graded so they are no steeper than 3:1.

It is the responsibility of the Contractor to coordinate with the appropriate utility company to perform any necessary vertical adjustments to utility valves and/or manholes; this work is incidental to the installation of the curb ramps and sidewalk. Sign Relocation of existing stop signs and street signs is incidental to curb ramp and sidewalk installation. Contractor must complete a PA One Call for each intersection prior to the start of excavation. It is the responsibility of the Contractor to provide hand digging near all electrical vaults, junction boxes, valves, light poles, etc. to determine the exact location of underground utilities; this work is incidental to the installation of the curb ramps and sidewalk.

Contractor shall apply Aquron 2000 Cure and Seal immediately upon the removal of the formwork. Contractor is responsible for verifying that final grades, slopes, and dimensions are in compliance with the above publications. Work shall be in accordance with the latest editions of PennDOT Publication 408, Section 676, PennDOT Publication 72, RC-67, and Township Standards.

Any work that does not comply with applicable criteria shall be replaced at the Contractor’s expense.

A PennDOT approved Class A concrete mix design shall be used. Where any conflicts occur, the requirements of PennDOT Publication 72, RC-67 shall govern.

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3.14 ADA/PENNDOT COMPLIANT TRUNCATED DOMES

A. MEASUREMENT

Measurement for this item will be determined in the field per square foot of ADA/PennDOT Compliant Truncated Domes placed at the curb ramps.

B. PAYMENT

Payment for the ADA/PennDOT Compliant Truncated Domes shall be made at the contract unit price listed in the Bid Schedule. This price shall constitute full payment for providing and furnishing all labor, materials, equipment, and traffic control necessary for the installation of ADA Compliant Truncated Domes. Demolition and hauling of existing concrete, restoration of existing features, excavation, placement of stone base, vertical adjustment of existing valves to finish grade, and adjustments to the concrete portions of the curb ramps required for the proper installation of the truncated domes shall be included in the unit price bid for this item. The detectable warning surfaces shall extend the entire width of the curb ramp, perpendicular to the direction of travel. Truncated domes shall be a colonial red embedded cast-in-place detectable warning surface and as specified in the Contract Documents. ADA Compliant Truncated Domes shall be in accordance with the latest editions of PennDOT Publication 408, Section 695 and Publication 72, RC-67. No separate pay item shall be made for any adjustments to the concrete portions of the ramps required for the proper installation of the truncated domes.

3.15 INCIDENTAL ITEMS

1. MOBILIZATION

There will be no separate line item for Mobilization as is incidental to all other Work. Mobilization includes mobilization, demobilization, assembly, set-up, general operation, set up and removal of any Contractor's offices/trailer, shops, plants, storage areas, and sanitary or other facilities, furnishing adequate material and equipment, and obtaining the required permits, insurance, bonds, resident notifications any other initial items required for the start of the work, preparation of weekly milling and paving schedules, coordination with utilities and other contracts as identified in Document 00 73 00 and Section 01 11 13, any items required for payment requests and processing, and any other items required for the closeout of the project.

2. AUDIO-VIDEOTAPING

There will be no separate line item for audio-videotaping as audio-videotaping is incidental to all other Work. Contractor shall utilize a professional electro-grapher, actively engaged in preparation of color DVD or CD recordings for municipal construction projects, to establish video documentation of the existing condition of the roadways and curbing prior to the start of construction in accordance with Section 01 32 36 of the project manual. Electro-grapher shall take special care to note any existing drainage issues and other areas of concern that cannot be remediated solely by the milling and paving.

Final payment will not be made until the Contractor furnishes the Township with two (2) copies of the video documentation for their records.

3. MAINTENANCE AND PROTECTION OF TRAFFIC

There will be no separate payment for Maintenance and Protection of Traffic as Maintenance and Protection of Traffic is incidental to all other Work. Maintenance and protection of traffic includes all labor, material, and equipment necessary for installation, maintenance, and relocation of traffic control devices and flagging to complete all work. This may include the flaggers, erection, placement, and maintenance in good condition of barricades, warning signs, lights, flares, approved yellow-flashing light units, rubber traffic cones, and other warning and danger signals and devices, appropriate and adequate for the specific needs at the project site. This applies to pedestrian and vehicular traffic. All work shall be completed in accordance with Section 01 55 26 and as directed.

01 22 00-8

4. BITUMINOUS TACK COAT

Separate payment for tack coat will not be made as its cost will be included in the applicable items associated with its use. This shall include all labor, materials, equipment, and traffic control necessary for the tack coat installation. Tack Coat shall be in accordance with the latest editions of PennDOT Publication 408, Section 460.

5. EROSION AND SEDIMENT CONTROL MAINTENANCE

There will be no separate payment for Erosion and Sediment Control Maintenance as Erosion and Sediment Control Maintenance is incidental to all Erosion & Sediment Control devices. All Erosion & Sediment Control Devices should be routinely inspected and maintained in accordance with PADEP and the Bucks County Conservation District standards throughout the project duration. Payment for Erosion and Sediment Control Maintenance will not be made as Erosion and Sediment Control Maintenance will be made incidental to all other Work as specified above.

6. MATERIAL TESTING

There will be no separate payment for Materials Testing since all testing will be incidental to the rest of the work. The contractors are required to complete materials testing such as asphalt testing, concrete testing, compaction testing, etc. as defined in the technical specifications and as directed by the Owner's Representative. Copies of material testing results should be provided to the Owner's Representative as soon as they are received. Testing includes all labor, material, and equipment necessary for a third-party testing agency to be engaged for material testing and construction observation. Asphalt testing should be conducted per PennDOT publication 408, section 702 standards. All concrete must be placed following restrictions of PennDOT publication 408, section 501 standards.

7. ROADWAY RESTORATION

There will be no separate line item for Roadway Restoration. Roadway Restoration shall be completed in accordance with Section 32 12 23 of the Bid Documents. Roadway Restoration must occur as soon as possible but no later than 10 days of the last concrete pour. Concrete roadway base per the included Construction Details should be installed after the curbing is installed and no more than 5 days from when the roadway was cutback. The existing pavement is to be removed with a neat, straight saw cut with square edges and is not to extend more than one (1’) foot from the face of the new concrete curb into the existing roadway. The existing wearing course should be removed a further one (1’) foot from the saw cut limits to ensure the new wearing course overlaps existing roadway and new road base. The roadway must be restored with the placement of Class A Concrete and 1.5” of Superpave Wearing Course, PG 64S-22, 9.5MM Mix. Restoration using stone, base course, and binder course is not permitted due to settlement concerns. Contractor shall place PG 64S-22 along curb lines and at all pavement restoration tie-ins. Asphalt Joint Sealing and along curblines are to be placed per PennDOT Pub 408, Section 469. Any over pour or excess material must be removed as directed by Township Representatives. Contractor shall place tack coat between courses and along joints of existing pavement and curbing. If road is cut more than 1’ away from the concrete curb, infrared patching will be required. Payment for Roadway Restoration will not be made as Roadway Restoration will be made incidental to all other Work as specified above.

8. LAWN RESTORATION

There will be no separate line item for Lawn Restoration. Lawn Restoration, backfill and clean-up must be completed as soon as possible but no later than seven (7) working days of the last concrete pour. Lawn Restoration includes a minimum of 4” of topsoil followed by seeding and mulching. All areas of cut and fill shall be graded so they are no steeper than 3:1. Payment for Lawn Restoration will not be made as Lawn Restoration will be made incidental to all other Work as specified

01 22 00-9 above.

9. CURB/SIDEWALK RESTORATION

There will be no separate line item for Curb and/or Sidewalk Restoration. Curb/Sidewalk Restoration and clean-up must be completed as soon as possible but no later than seven (7) working days of inlet installation. Curb Restoration includes installing dowel bars into the existing curb as needed. All areas of cut and fill shall be graded so they are no steeper than 3:1. Payment for Curb/Sidewalk Restoration will not be made as Curb/Sidewalk Restoration will be made incidental to all other Work as specified above.

10. SIGN RELOCATION

There will be no separate line item for Sign Relocation. Sign Relocation includes adjusting the location of existing Stop signs as needed to be 4 feet away from the edge of the ramp per current PennDOT Publication 72 RC-67 Curb Ramp Standards. The relocation of existing street signs as needed is also incidental. Payment for Sign Relocation will not be made as Sign Relocation will be made incidental to all other Work as specified above.

11. CONCRETE WASHOUTS

There will be no separate line item for Concrete Washouts as Concrete Washouts are incidental to all other Work. Township owned property may be used as the site of Concrete Washouts. They shall be installed, used, and maintained in accordance with the standards of the Pennsylvania Department of Environmental Protection, Pennsylvania Erosion and Sediment Control Manual and Bucks County Conservation District. Proper removal and restoration of the area used for the concrete washout is required. Payment for Concrete Washouts will not be made as Concrete Washouts will be made incidental to all other Work as specified above.

END OF SECTION