W912P518B0010_TSpecs_AMD01.pdf

Site Restoration Center Hill Dam W912P518B0010 RTA DeKalb County, TN

SECTION TABLE OF CONTENTS

DIVISION 01 - GENERAL REQUIREMENTS

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

1.2 PAYMENT ITEMS

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

1.2.1.2 Unit of Measure

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

1.2.2.2 Unit of Measure

1.2.3 Precast Concrete Comfort Station

1.2.3.1 Payment

1.2.3.2 Unit of Measure

1.2.4 Sawcut and Removal of Concrete

1.2.4.1 Payment

1.2.4.2 Measurement

1.2.4.3 Unit of Measure

1.2.5 Excavation

1.2.5.1 Payment

1.2.5.2 Measurement

1.2.5.3 Unit of Measure

1.2.6 Rock Excavation

1.2.6.1 Payment

1.2.6.2 Measurement

1.2.6.3 Unit of Measure

1.2.7 Fill (Government Provided Engineer Rock Fill)

1.2.7.1 Payment

1.2.7.2 Measurement

1.2.7.3 Unit of Measure

1.2.8 Stone Protection (Outside Source), Machined Riprap, Bedding, and Granular Base Material

1.2.8.1 Payment

1.2.8.2 Measurement

1.2.8.3 Unit of Measure

1.2.9 Additional Shot-Rock Fill

1.2.9.1 Payment

1.2.9.2 Measurement

1.2.9.3 Unit of Measure

1.2.10 Miscellaneous Soil, Granular Material and/or Loose Rock

Removal

1.2.10.1 Payment

1.2.10.2 Measurement

1.2.10.3 Unit of Measure

1.2.11 Concrete "Jersey" Barrier Removal

1.2.11.1 Payment

1.2.11.2 Measurement

SECTION 01 22 00 Page 1

1.2.11.3 Unit of Measure

1.2.12 Bar Gate Construction

1.2.12.1 Payment

1.2.12.2 Measurement

1.2.12.3 Unit of Measure

1.2.13 Bollard Construction

1.2.13.1 Payment

1.2.13.2 Measurement

1.2.13.3 Unit of Measure

1.2.14 Concrete Mounted Guardrail Construction

1.2.14.1 Payment

1.2.14.2 Measurement

1.2.14.3 Unit of Measure

1.2.15 Guardrail End Treatment

1.2.15.1 Payment

1.2.15.2 Measurement

1.2.15.3 Unit of Measure

1.2.16 Instrument Protection in Work Zones

1.2.16.1 Payment

1.2.16.2 Measurement

1.2.16.3 Unit of Measure

1.2.17 Monument Relocation in Work Zones

1.2.17.1 Payment

1.2.17.2 Measurement

1.2.17.3 Unit of Measure

1.2.18 Concrete Pulverization

1.2.18.1 Payment

1.2.18.2 Measurement

1.2.18.3 Unit of Measure

1.2.19 Asphalt and Concrete Pavement Sawcuts

1.2.19.1 Payment

1.2.19.2 Measurement

1.2.19.3 Unit of Measure

1.2.20 Concrete Slab Removal

1.2.20.1 Payment

1.2.20.2 Measurement

1.2.20.3 Unit of Measure

1.2.21 Corrugated Metal Pipe Extension

1.2.21.1 Payment

1.2.21.2 Measurement

1.2.21.3 Unit of Measure

1.2.22 Residual Asphalt and Concrete Detour Removal

1.2.22.1 Payment

1.2.22.2 Measurement

1.2.22.3 Unit of Measure

1.2.23 Existing Concrete Curb/Wall Removal (West Curb)

1.2.23.1 Payment

1.2.23.2 Measurement

1.2.23.3 Unit of Measure

1.2.24 Existing Concrete Curb Removal (Lakeside Curb)

1.2.24.1 Payment

1.2.24.2 Measurement

1.2.24.3 Unit of Measure

1.2.25 Guardrail Removal

1.2.25.1 Payment

1.2.25.2 Measurement

1.2.25.3 Unit of Measure

1.2.26 Existing Pavillion Removal

1.2.26.1 Payment

SECTION 01 22 00 Page 2

1.2.26.2 Measurement

1.2.26.3 Unit of Measure

1.2.27 Existing Comfort Station Removal

1.2.27.1 Payment

1.2.27.2 Measurement

1.2.27.3 Unit of Measure

1.2.28 Upper Stairway Removal

1.2.28.1 Payment

1.2.28.2 Measurement

1.2.28.3 Unit of Measure

1.2.29 Concrete Conduit Box Removal

1.2.29.1 Payment

1.2.29.2 Measurement

1.2.29.3 Unit of Measure

1.2.30 Existing Light Fixture and Pole Removal

1.2.30.1 Payment

1.2.30.2 Measurement

1.2.30.3 Unit of Measure

1.2.31 Topsoil

1.2.31.1 Payment

1.2.31.2 Measurement

1.2.31.3 Unit of Measure

1.2.32 Precast and Cast-in-Place Concrete Boatramp (Grooved)

1.2.32.1 Payment

1.2.32.2 Measurement

1.2.32.3 Unit of Measure

1.2.33 Courtesy Dock

1.2.33.1 Payment

1.2.33.2 Unit of Measure

1.2.34 Trench Drain

1.2.34.1 Payment

1.2.34.2 Measurement

1.2.34.3 Unit of Measure

1.2.35 Standard Guardrail Construction

1.2.35.1 Payment

1.2.35.2 Measurement

1.2.35.3 Unit of Measure

1.2.36 Asphalt Paving (Includes Wedge, CL2 Asphalt Base, and CL2

Asphalt Surface Paving

1.2.36.1 Payment

1.2.36.2 Measurement

1.2.36.3 Unit of Measure

1.2.37 Curb Construction (Mountable and Non-Mountable

1.2.37.1 Payment

1.2.37.2 Measurement

1.2.37.3 Unit of Measure

1.2.38 Reinforced Concrete Pipe Construction

1.2.38.1 Payment

1.2.38.2 Measurement

1.2.38.3 Unit of Measure

1.2.39 Precast Concrete Catch Basin

1.2.39.1 Payment

1.2.39.2 Measurement

1.2.39.3 Unit of Measure

1.2.40 Precast Concrete Flared End Section (Baffle and No Baffle)

1.2.40.1 Payment

1.2.40.2 Measurement

1.2.40.3 Unit of Measure

1.2.41 Left Rim Basin Grading

SECTION 01 22 00 Page 3

1.2.41.1 Payment

1.2.41.2 Measurement

1.2.41.3 Unit of Measure

1.2.42 Cast-in-Place Sidewalks and Ramps

1.2.42.1 Payment

1.2.42.2 Measurement

1.2.42.3 Unit of Measure

1.2.43 Cast-in-Place Stairway

1.2.43.1 Payment

1.2.43.2 Measurement

1.2.43.3 Unit of Measure

1.2.44 Mountable Concrete Median Along Hwy 96

1.2.44.1 Payment

1.2.44.2 Measurement

1.2.44.3 Unit of Measure

1.2.45 Pavillion Construction

1.2.45.1 Payment

1.2.45.2 Measurement

1.2.45.3 Unit of Measure

1.2.46 Park Benches

1.2.46.1 Payment

1.2.46.2 Measurement

1.2.46.3 Unit of Measure

1.2.47 HDPE Perforated Plastic Pipe Construction

1.2.47.1 Payment

1.2.47.2 Measurement

1.2.47.3 Unit of Measure

1.2.48 Water Line Construction

1.2.48.1 Payment

1.2.48.2 Measurement

1.2.48.3 Unit of Measure

1.2.49 Pressure Reduction Valve

1.2.49.1 Payment

1.2.49.2 Measurement

1.2.49.3 Unit of Measure

1.2.50 2" Waterline removal and replacement

1.2.50.1 Payment

1.2.50.2 Measurement

1.2.50.3 Unit of Measure

1.2.51 Sewer Line

1.2.51.1 Payment

1.2.51.2 Measurement

1.2.51.3 Unit of Measure

1.2.52 Pumps and Pump Controls

1.2.52.1 Payment

1.2.52.2 Unit of Measure

1.2.53 Dosing and Septic Tanks

1.2.53.1 Payment

1.2.53.2 Unit of Measure

1.2.54 Power Distribution Panel

1.2.54.1 Payment

1.2.54.2 Unit of Measure

1.2.55 Lighting Contactor Panel

1.2.55.1 Payment

1.2.55.2 Unit of Measure

1.2.56 Roadway and Pedestrian Lights

1.2.56.1 Payment

1.2.56.2 Measurement

1.2.56.3 Unit of Measure

SECTION 01 22 00 Page 4

1.2.57 Boat Ramp Lights

1.2.57.1 Payment

1.2.57.2 Unit of Measure

1.2.58 High Mast Light

1.2.58.1 Payment

1.2.58.2 Unit of Measure

1.2.59 Electrical Wire with Conduit

1.2.59.1 Payment

1.2.59.2 Unit of Measure

1.2.60 Seeding and Mulching

1.2.60.1 Payment

1.2.60.2 Measurement

1.2.60.3 Unit of Measure

1.2.61 Additional Topsoil as required

1.2.61.1 Payment

1.2.61.2 Measurement

1.2.61.3 Unit of Measure

1.2.62 Selective Clearing

1.2.62.1 Payment

1.2.62.2 Measurement

1.2.62.3 Unit of Measure

1.2.63 Gravel Stripping

1.2.63.1 Payment

1.2.63.2 Measurement

1.2.63.3 Unit of Measure

1.2.64 Articulated Concrete Block System

1.2.64.1 Payment

1.2.64.2 Measurement

1.2.64.3 Unit of Measure

1.2.65 Permanent Signs

1.2.65.1 Payment

1.2.65.2 Measurement

1.2.65.3 Unit of Measure

1.2.66 Eisenhower Park Striping

1.2.66.1 Payment

1.2.66.2 Measurement

1.2.66.3 Unit of Measure

1.2.67 Maintenance and Control of Traffic During Construction

1.2.67.1 Payment

1.2.67.2 Unit of Measure

1.2.68 Pavement Milling and Texturing

1.2.68.1 Payment

1.2.68.2 Measurement

1.2.68.3 Unit of Measure

1.2.69 Roadway Pavement Striping (Hwy 141 and Hwy 96)

1.2.69.1 Payment

1.2.69.2 Measurement

1.2.69.3 Unit of Measure

1.2.70 Hwy 96 Approach Slabs

1.2.70.1 Payment

1.2.70.2 Measurement

1.2.70.3 Unit of Measure

1.2.71 Roadside Trench Drain Construction (Hwy 96)

1.2.71.1 Payment

1.2.71.2 Measurement

1.2.71.3 Unit of Measure

1.2.72 Roadway Parapet Erosion Repair

1.2.72.1 Payment

1.2.72.2 Measurement

SECTION 01 22 00 Page 5

1.2.72.3 Unit of Measure

1.2.73 De/Unwatering of Existing Culvert for Construction

1.2.73.1 Payment

1.2.73.2 Measurement

1.2.73.3 Unit of Measure

1.2.74 In Place Protection of Center Hill Sewer Line

1.2.74.1 Payment

1.2.74.2 Unit of Measure

1.2.75 Camground Water and Electrical Utility Disconnection and

Reconnection for Culvert Construction

1.2.75.1 Payment

1.2.75.2 Unit of Measure

1.2.76 Eliptical Reinforced Concrete Pipe Construction

1.2.76.1 Payment

1.2.76.2 Measurement

1.2.76.3 Unit of Measure

1.2.77 Custom Mason End Wall

1.2.77.1 Payment

1.2.77.2 Measurement

1.2.77.3 Unit of Measure

1.2.78 Hwy 141 Style Guardrail Construction

1.2.78.1 Payment

1.2.78.2 Measurement

1.2.78.3 Unit of Measure

1.2.79 Screw Gates and Pipe Removal

1.2.79.1 Payment

1.2.79.2 Measurement

1.2.79.3 Unit of Measure

1.2.80 Backfilling of Sediment Pond

1.2.80.1 Payment

1.2.80.2 Measurement

1.2.80.3 Unit of Measure

1.2.81 Hwy 141 Chain Link Fence Removal

1.2.81.1 Payment

1.2.81.2 Measurement

1.2.81.3 Unit of Measure

1.2.82 Removal of Remaining Concrete Slabs

1.2.82.1 Payment

1.2.82.2 Measurement

1.2.82.3 Unit of Measure

1.2.83 Quarry Weir Construction

1.2.83.1 Payment

1.2.83.2 Measurement

1.2.83.3 Unit of Measure

1.2.84 Quarry Weir Automation

1.2.84.1 Payment

1.2.84.2 Unit of Measure

1.2.85 LRM-21 Rehabilitation

1.2.85.1 Payment

1.2.85.2 Unit of Measure

1.2.86 Inclinometers 18, 19, 20, and 21 Rehabilitation

1.2.86.1 Payment

1.2.86.2 Unit of Measure

PART 2 PRODUCTS

PART 3 EXECUTION

SECTION 01 22 00 Page 6

3.1 CONTRACT COST BREAKDOWN

-- End of Section Table of Contents --

SECTION 01 22 00 Page 7

SECTION 01 22 00

PRICE AND PAYMENT PROCEDURES

PART 1 GENERAL

1.1 SUBMITTALS

Government approval is required for submittals with a "G" designation;

submittals not having a "G" designation are for information only. When used, a designation following the "G" designation identifies the office that will review the submittal for the Government. Submit the following in accordance with Section 01 33 00 SUBMITTAL PROCEDURES:

SD-03 Product Data

Weight Certificates

1.2 PAYMENT ITEMS

Payment items for the work of this contract are listed in the BIDDING SCHEDULE and described below. All costs for items of work, which are not specifically mentioned to be included in a particular payment item, are included in the listed payment item most closely associated with the work involved. The payment made for each item listed constitutes 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.

1.2.1 Mobilization and Demobilization

1.2.1.1 Payment

Payment will be made for costs associated with mobilization and demobilization, as defined in Contract Clause 252.236-7004 PAYMENT FOR MOBILIZATION AND DEMOBILIZATION. Payment will be made at the single job pay item for "Mobilization and Demobilization".

1.2.1.2 Unit of Measure

Unit of measure: Job (JB).

1.2.2 Performance and Payment Bonds

1.2.2.1 Payment

Payment will be made for Performance and Payment Bonds that are required as part of this contract in accordance with Contract Clause 52.232-5 PAYMENTS UNDER FIXED-PRICE CONSTRUCTION CONTRACTS. Payment for the premiums for performance and payment bonds will be made at the contract price per Job for "Performance and Payment Bonds." The Government will pay the actual cost of acceptable performance and payment bonds or the Contractor's bid price, whichever is less. Payments made under this

SECTION 01 22 00 Page 8 provision shall not exceed the amount included for "Performance and Payment Bonds," which payment shall take into consideration any discounts or rebates to the Contractor from the Surety. The Contractor is advised that the pay item "Performance and Payment Bonds" is only for the cost of bonds. Other costs should be allocated to the appropriate payment items.

The Contractor shall provide evidence of payment (paid invoice) from the bonding company or agency. If the actual cost of the bonds is less than the payment item amount, the contract will be modified to adjust the payment item accordingly.

1.2.2.2 Unit of Measure

Unit of measure: Job (JB).

1.2.3 Precast Concrete Comfort Station

1.2.3.1 Payment

Payment will be made for all work as described in Section 13 34 10 PRECAST CONCRETE COMFORT STATION. Payment will be made at the single job pay item for "Precast Concrete Comfort Station". Plumbing system, to include booster pump, and the electrical system at the comfort station shall be incidental to this payment.

1.2.3.2 Unit of Measure

Unit of measure: Job (JB).

1.2.4 Sawcut and Removal of Concrete

1.2.4.1 Payment

Payment for sawcutting and removing concrete will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for safely sawcutting and removing concrete in accordnace with Section 02 41 00 - DEMOLITION AND DECONSTRUCTION. No payment for sawcutting and removal of concrete will be made until acceptance by the Contracting Officer or his/her representative.

1.2.4.2 Measurement

Concrete removal will be measured for payment by the Square Yard.

1.2.4.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.2.5 Excavation

Payment will be made for the various excavation activities as required in Section 31 00 00 EARTHWORK and the contract drawings.

1.2.5.1 Payment

Payment for costs associated with the various excavation activities will be made at the contract unit price per Cubic Yard which includes performing required excavation and other operations incidental thereto.

SECTION 01 22 00 Page 9

1.2.5.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections or terrain model indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized. For areas requiring both excavation and fill in the same general vicinty, final quantities shall be based off the theoretical cut and fill quantities between the existing conditions ground surface and the theoretical design surface.

1.2.5.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.2.6 Rock Excavation

Payment will be made for rock excavation activities as required in Section 31 00 00 EARTHWORK and the contract drawings.

1.2.6.1 Payment

Payment will be made for costs associated with rock excavation which includes performing required excavation and other operations incidental thereto.

1.2.6.2 Measurement

The total quantity of excavated material for which payment will be made will be the theoretical quantity between the surveyed top of rock surface and the grade and slope of the theoretical cross sections or terrain model indicated. No allowance will be made for overdepth excavation or for the removal of any material outside the required slope lines unless authorized.

1.2.6.3 Unit of Measure

Unit of measure: Cubic Yard (CY).

1.2.7 Fill (Government Provided Engineer Rock Fill)

Payment will be made for fill activities as required in Section 31 00 00 EARTHWORK and the contract drawings.

1.2.7.1 Payment

Payment will be made for costs associated with fill operations.

1.2.7.2 Measurement

The total quantity of fill material for which payment will be made will be the theoretical quantity between the ground surface as determined by a survey and the grade and slope of the theoretical cross sections or terrain model indicated. No allowance will be made for over filling or for filling outside the required slope lines unless authorized. For areas requiring both fill and excavation in the same general vicinty, final quantities shall be based off the theoretical cut and fill quantities

SECTION 01 22 00 Page 10 between the existing conditions ground surface and the theoretical design surface.

1.2.7.3 Unit of Measure

Unit of measure: cubic yard.

1.2.8 Stone Protection (Outside Source), Machined Riprap, Bedding, and Granular Base Material

1.2.8.1 Payment

Payment will be made for costs associated with stone protection, machined riprap bedding, and granular base material. This payment includes furnishing, transporting, stockpiling (if applicable), placing, and constructing stone protection, bedding, and granular base material as specified.

1.2.8.2 Measurement

Stone Protection will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The riprap will be measured for payment by a public weighmaster on certified public scales. Quarry weights will be accepted upon providing current record of scales certification and calibration to the government representative". Scales shall be of sufficient length to permit simultaneous weighing all axle loads. Provide the Contracting Officer with certified weight certificates furnished by a public weighmaster for each truckload of stone and bedding material at time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred.

1.2.8.3 Unit of Measure

Unit of measure: ton (TN - 2,000 pounds).

1.2.9 Additional Shot-Rock Fill

1.2.9.1 Payment

The use of this item is subject to the approval, in writing, by the Contracting Officer. If it is determined, by the Contracting Officer, that additional fill is necessary for Eisenhower Park grading, configuration and stabilization, the contractor shall furnish additional "Shot-Rock" fill with gradations matching the Government furnished "Engineered Rock Fill". Payment will be made at the contract unit price for all costs associated with contractor provided shot-rock fill material to include furnishing, hauling, transporting, stockpiling (if applicable), placing, and constructing shot-rock fill as directed by the COR. This contract line item shall not be subject to the Variation in Estimated Quantity Clause (FAR 52.211-18) and is not subject to a request for equitable adjustment (from either party) for additional costs due to quantity variations above or below the estimated quantity.

SECTION 01 22 00 Page 11

1.2.9.2 Measurement

Additional Shot-Rock Fill (As-Needed) will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The rock will be measured for payment by a public weighmaster on certified public scales. Quarry weights will be accepted upon providing current record of scales certification and calibration to the government representative. Scales shall be of sufficient length to permit simultaneous weighing all axle loads. Provide the Contracting Officer with certified weight certificates furnished by a public weighmaster for each truckload of material at time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred.

1.2.9.3 Unit of Measure

Unit of measure: ton (TN - 2,000 pounds).

1.2.10 Miscellaneous Soil, Granular Material and/or Loose Rock Removal

1.2.10.1 Payment

The use of this item is subject to the approval, in writing, by the Contracting Officer. If it is determined, by the Contracting Officer, that the removal of existing excess soil, granular material, and/or loose rock is necessary as part of Eisenhower Park grading, configuration and stabilization, the contractor shall remove the specified material as dictated by the COR. Payment will be made at the contract unit price for all costs associated with removal of the COR specified material to include loading, hauling, and disposing of the excess soil, granular, or rock material as directed by the COR. Disposal locations shall be determined by the Contractor and be in keeping with federal, state, and local regulations. This contract line item shall not be subject to the Variation in Estimated Quantity Clause (FAR 52.211-18) and is not subject to a request for equitable adjustment (from either party) for additional costs due to quantity variations above or below the estimated quantity.

1.2.10.2 Measurement

Miscellaneous Soil, Granular Material and/or Loose Rock Removal (As-Needed) will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. The rock will be measured for payment by a public weighmaster on certified public scales. Landfill weight tickets will be accepted upon providing current record of scales certification and calibration to the government representative. Scales shall be of sufficient length to permit simultaneous weighing all axle loads. Provide the Contracting Officer with certified weight certificates furnished by a public weighmaster for each truckload of material removed.

At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight. Scales that produce this information printed on the weight tickets are preferred.

SECTION 01 22 00 Page 12

1.2.10.3 Unit of Measure

Unit of measure: ton (TN - 2,000 pounds).

1.2.11 Concrete "Jersey" Barrier Removal

1.2.11.1 Payment

Payment will be made for costs associated with concrete barrier removal which includes loading, transport and disposal in accordance with federal, state, and local regulations. Any safety and traffic control measures required to ensure safe loading and removal of the barriers shall be considered incidental to the cost of jersey barrier removal and will not be measured for separate payment.

1.2.11.2 Measurement

The length of barriers to be removed will be measured along the centerlines of the barrier from end to end. Barriers removed will be paid for at the contract unit price for the number of linear feet.

1.2.11.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.12 Bar Gate Construction

1.2.12.1 Payment

Payment will be made for costs associated with all operations necessary for constructing bar swing gates in the locations indicated in the drawings. Barrier swing gate construction operations include, furnishing shop drawings for design approval, delivery, storage, foundation construction, gate construction, lock mechanism design and construction, and all other items incidental to constructing a functional barrier swing gate. Any demolition required for gate placement to include, but not limited to, guardrail or concrete barrier removal shall be considered INCIDENTAL to bar gate construction.

1.2.12.2 Measurement

Measurement for bar gates satisfactorily placed will be per each gate site. If two swing gates are required to span the width of the passage to be closed, it will only count as a single gate site. Adjust bids accordingly.

1.2.12.3 Unit of Measure

Unit of measure: Each (EA).

1.2.13 Bollard Construction

1.2.13.1 Payment

Payment will be made for costs associated with all operations necessary for constructing bollards in the locations indicated in the drawings.

Bollard operations include furnishing shop drawings for approval, delivery, storage and construction, and all other items incidental to constructing a functional bollard.

SECTION 01 22 00 Page 13

1.2.13.2 Measurement

Measurement for bollards satisfactorily placed will be per each bollard.

1.2.13.3 Unit of Measure

Unit of measure: Each (EA).

1.2.14 Concrete Mounted Guardrail Construction

1.2.14.1 Payment

Payment for concrete mounted guardrail construction, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing the guardrail which is required to be mounted on concrete as prescribed by the drawings and in accordance with the specifications. Guardrail construction materials and operations include but are not limited to delivery, storage and construction including posts, W beams, block-outs, tie-ins, grouting, and all other requirements for constructing a safe, functional guardrail system in accordance with the drawings.

1.2.14.2 Measurement

Concrete mounted guardrail construction will be measured for payment by the Linear Foot along the actual length of the rail between the limits of end connections to bridge ends, end treatments, or to existing guardrail.

1.2.14.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.15 Guardrail End Treatment

1.2.15.1 Payment

Payment will be made for costs associated with all operations necessary for constructing guardrail end treatments in the locations indicated in the drawings. End Treatment construction operations include furnishing shop drawings for approval, delivery, storage and construction, and all other items incidental to constructing a functional end treatment.

1.2.15.2 Measurement

Measurement for end treatments satisfactorily constructed will be per each end treatment..

1.2.15.3 Unit of Measure

Unit of measure: Each (EA).

1.2.16 Instrument Protection in Work Zones

1.2.16.1 Payment

Payment will be made for materials and costs associated with placing a protective monument box around the monuments and raising manhole covers

SECTION 01 22 00 Page 14 over instruments indicated in the drawings and in Section 13 50 00 INSTRUMENTATION, including concrete placement if required. This includes the piezometers and inclinometers in the work areas. Cost for raising LRM-21 is not included in this payment item.

1.2.16.2 Measurement

Measurement for satisfactorily placing a protective monument box around the specified instruments and monuments will be per each box /manhole cover .

1.2.16.3 Unit of Measure

Unit of measure: Each (EA).

1.2.17 Monument Relocation in Work Zones

1.2.17.1 Payment

Payment will be made for materials and costs associated with relocating existing monuments in accordance with the plans and specifications and placing a protective monument box around the monuments as indicated. Also included is all equipment and labor for providing updated control data for each relocated monument.

1.2.17.2 Measurement

Measurement for satisfactorily relocating monuments and placing a protective monument box around the specified monuments will be per each monument.

1.2.17.3 Unit of Measure

Unit of measure: Each (EA).

1.2.18 Concrete Pulverization

1.2.18.1 Payment

Payment for Concrete Pulverization will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for pulverizing concrete as indicated and specified in the contract drawings and specifications.

1.2.18.2 Measurement

Areas to be pulverized will be measured for payment by the Square Yard.

1.2.18.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.2.19 Asphalt and Concrete Pavement Sawcuts

1.2.19.1 Payment

Payment for Pavement Sawcuts will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all

SECTION 01 22 00 Page 15 operations necessary for sawcutting designated pavement boundaries for reflective crack mitigation in accordance with the drawings and specifications. Reflective Crack Mitigation materials and operations include but are not limited to, survey documentation of the existing crack or designated boundary, placing sawcuts in the concrete or asphalt pavement, and applying hot rubber-asphalt in the sawcuts as indicated.

1.2.19.2 Measurement

Pavement Sawcutting will be measured for payment by the linear foot along the actual length of the crack. One linear foot of payment for reflective crack mitigation constitutes payment for mitigating one reflective crack.

Sawcutting operations associated with pipe or conduit placement under pavement surfaces shall be considered incidental to conduit or pipe and will not be measured as part of this pay item.

1.2.19.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.20 Concrete Slab Removal

1.2.20.1 Payment

Payment for Concrete Slab Removal will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary removing concrete slabs as indicated and specified in the drawings and specifications.

1.2.20.2 Measurement

Slab areas to be removed will be measured for payment by the Square Yard.

1.2.20.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.2.21 Corrugated Metal Pipe Extension

1.2.21.1 Payment

Payment will be made for costs associated with extending the corrugated metal pipes that outflow onto existing Eisenhower Park shoreline slope face. Payment includes delivery, handling, in place protection of pipe, geotextile placement, bedding and initial backfill, successful pipe placement, jointing materials, and connections to drainage stuctures when applicable. All components associated with pipe placement to include but not limited to, couplers and ghaskets shall be considered incidental to the cost of currugated pipe construction and will not be measured for separate payment. Geotextile lining for pipe trenches, bedding and initial Backfill, shall also be considered incidental to the cost of corrugated metal pipe extension and will not be measured for separate payment.

1.2.21.2 Measurement

The length of pipe successfully constructed including all incidental work will be measured along the centerlines of the pipe from end to end of pipe

SECTION 01 22 00 Page 16 without deductions for breaks by drainage structures. Constructed pipe will be paid for at the contract unit price for the number of linear feet of pipe constructed in the accepted work.

1.2.21.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.22 Residual Asphalt and Concrete Detour Removal

1.2.22.1 Payment

Payment for sawcutting (when applicable) and removing the remnants of the existing Hwy 96 detour indicated in the plans will be made at the contract unit price per Square Yard which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary safely sawcutting, pulverizing, milling, demolishing and removing the detour asphalt and concrete in accordnace with Section 02 41 00 - DEMOLITION AND DECONSTRUCTION. No payment for the removal of the detour will be made until acceptance by the Contracting Officer or his/her representative.

1.2.22.2 Measurement

Detour removal will be measured for payment by the Square Yard.

1.2.22.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.2.23 Existing Concrete Curb/Wall Removal (West Curb)

1.2.23.1 Payment

Payment for sawcutting (when applicable) and removing the remnants of the concrete curb/wall located on the western edge of concrete pavement in Eisenhower Park will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary safely sawcutting, pulverizing, demolishing and removing the concrete down to pavement surface grade in accordnace with Section 02 41 00

- DEMOLITION AND DECONSTRUCTION.

1.2.23.2 Measurement

Concrete curb/wall removal removal will be measured for payment by the Linear Foot.

1.2.23.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.24 Existing Concrete Curb Removal (Lakeside Curb)

1.2.24.1 Payment

Payment for sawcutting (when applicable) and removing the lakeside curb in Eisenhower Park will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing

SECTION 01 22 00 Page 17 all plant, labor, equipment, and materials, and performing all operations necessary safely sawcutting, demolishing and removing the concrete down to pavement surface grade in accordnace with Section 02 41 00 - DEMOLITION

AND DECONSTRUCTION.

1.2.24.2 Measurement

Concrete curb removal removal will be measured for payment by the Linear Foot.

1.2.24.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.25 Guardrail Removal

1.2.25.1 Payment

Payment for guardrail removal, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for removing and disposing or repurposing guardrail as prescribed by the drawings and in accordance with the specifications.

Guardrail removal operations include but are not limited to removing and disposing of all existing guardrail materials.

1.2.25.2 Measurement

Guardrail Removal will be measured for payment by the Linear Foot along the actual length of the rail between the limits of end connections to bridge ends, end treatments,or to existing guardrail.

1.2.25.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.26 Existing Pavillion Removal

1.2.26.1 Payment

Payment will be made for costs associated with all operations necessary for deconstructing, removing and disposing of the existing pavilion located on Eisenhower Park. Removal includes safe demolition or deconstruction and disposal of the structure to include all features associated such as grills, trash cans, electrical utilities, and includes removal of the concrete slab.

1.2.26.2 Measurement

No measurement will be made for pavillion removal.

1.2.26.3 Unit of Measure

Unit of measure: Job (JB).

SECTION 01 22 00 Page 18

1.2.27 Existing Comfort Station Removal

1.2.27.1 Payment

Payment will be made for costs associated with all operations necessary for deconstructing, removing and disposing of the existing comfort station located on Eisenhower Park. Removal includes safe demolition or deconstruction and disposal of the structure to include all features associated such as trash cans, electrical utilities, and includes removal of the concrete slab. The existing retaining wall on the west side of the comfort station will remain in place. Undergound piping leading to and from the comfort station shall be removed up to the edge of the existing concrete slab. Pipe falling outside the concrete slab footprint shall be abandoned in place.

1.2.27.2 Measurement

No measurement will be made for pavillion removal.

1.2.27.3 Unit of Measure

Unit of measure: Job (JB).

1.2.28 Upper Stairway Removal

1.2.28.1 Payment

Payment will be made for costs associated with all operations necessary for deconstructing, demolishing, removing and disposing of the existing concrete stairway located on Eisenhower Park as indicuated in the drawings. Removal includes safe demolition or deconstruction and disposal of the structure to include all associated features such as handrails.

1.2.28.2 Measurement

No measurement will be made for upper stairway removal. .

1.2.28.3 Unit of Measure

Unit of measure: Job (JB).

1.2.29 Concrete Conduit Box Removal

1.2.29.1 Payment

Payment for removing the concrete conduit box will be made at the contract unit price per Linear Foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary safely sawcutting, pulverizing, demolishing and removing the the conduit box in accordnace with Section

02 41 00 - DEMOLITION AND DECONSTRUCTION.

1.2.29.2 Measurement

Concrete conduit box removal will be measured for payment by the Linear Foot.

SECTION 01 22 00 Page 19

1.2.29.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.30 Existing Light Fixture and Pole Removal

1.2.30.1 Payment

Payment will be made for costs associated with all operations necessary for removing light poles in the locations indicated in the drawings.

Lightpole removal operations include safe deconstruction and disposal of light poles and fixtures. Removal of conduit and electrical lines associated with the light poles and fixtures shall be considered incidental to light pole removal, to include conduits and lines running between poles.

1.2.30.2 Measurement

Measurement for light poles satisfactorily removed will be per each light pole.

1.2.30.3 Unit of Measure

Unit of measure: Each (EA).

1.2.31 Topsoil

1.2.31.1 Payment

Payment for "Topsoil" will be made at the contract unit price per ton, which price and payment shall constitute full compensation for furnishing all material and equipment and performing all labor for furnishing, hauling processing, and placing topsoil material as specified in Section 32 92 19.

1.2.31.2 Measurement

The total quantity of successfully placed "Topsoil" which payment will be measured for payment by the ton, measured along the areas indicated in the plans and specifications. For measurement purposes the topsoiled areas will be computed to the nearest ton for the satisfactorily completed and accepted work.

1.2.31.3 Unit of Measure

Unit of measure: Ton (TN).

1.2.32 Precast and Cast-in-Place Concrete Boatramp (Grooved)

1.2.32.1 Payment

Payment will be made for all costs associated in constructing the cast-in-place and precast portion of the boat ramp as prescribed by the drawings and in accordance with the specifications. Paving slab materials and operations include but are not limited to, concrete delivery and placement, steel reinforcement and dowel placement, C-channels, V-Groove finishing in the locations prescribed and all other operations necessary for producing a functioning paved boat ramp surface. Payment also includes materials and operations necessary for pushing the precast slab

SECTION 01 22 00 Page 20 into the correct location which includes steel slide rail assembly, poly sheets, concrete anchoring and all other items required for final placement of precast slab. Excluded from payment is the delivery, placement and compaction of granular base material which shall be included under the "Stone Protection, Bedding, and granular base material" pay item.

1.2.32.2 Measurement

Precast will be measured for payment by the Square Yard.

1.2.32.3 Unit of Measure

Unit of measure: Square Yard (SY).

1.2.33 Courtesy Dock

1.2.33.1 Payment

Payment will be made for all work associated with constructing a functional courtesy dock as prescribed in the plans and specifications.

Payment includes, shop drawings for approval, delivery, storage, safe construction, all components and construction of anchoring system, necessary concrete work, and all other items and work necessary for constructing a safe and functioning courtesy dock. Excluded from this payment is the earthwork required beneath the courtesy dock to allow for safe access during low water. Earthwork will fall under the "excavation" and "fill" pay items. Payment will be made at the single job pay item for "Courtesy Dock".

1.2.33.2 Unit of Measure

Unit of measure: Job.

1.2.34 Trench Drain

1.2.34.1 Payment

Payment for trench drain construction will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing a trench drain as prescribed by the drawings and in accordance with the specifications.

Trench drain construction materials and operations include but are not limited to, delivery, storage and handling, proper placement, grade alignment, concrete placement, and all other operations incidental to constructing a functional trench drain with highway rated grate system.

1.2.34.2 Measurement

Trench drain construction will be measured for payment by the linear foot along the actual length of the trench drain grate.

1.2.34.3 Unit of Measure

Unit of measure: Linear Foot (LF).

SECTION 01 22 00 Page 21

1.2.35 Standard Guardrail Construction

1.2.35.1 Payment

Payment for standard guardrail construction, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing guardrail as prescribed by the drawings and in accordance with the specifications.

Guardrail construction materials and operations include but are not limited to, delivery, storage and construction of all guardrail components including posts, W beams, end treatments, block-outs, tie-ins, and all other requirements for constructing a safe, functional guardrail system in accordance with the drawings.

1.2.35.2 Measurement

Standard Guardrail Construction will be measured for payment by the Linear Foot along the actual length of the rail between the limits of end connections to existing guardrail, end treatments or other defineable end point..

1.2.35.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.36 Asphalt Paving (Includes Wedge, CL2 Asphalt Base, and CL2 Asphalt Surface Paving

1.2.36.1 Payment

Payment will be made for costs associated with Asphalt Paving including furnishing, transporting, placing, and constructing asphalt pavement as specified in Sections 32 12 16. Any additional pothole patching and repair of potholes prior to asphalt placement shall be considered incidental to asphalt paving.

1.2.36.2 Measurement

Asphalt Paving will be measured for payment by the ton (2,000 pounds) by weighing each truckload to the nearest 0.1 ton, and the final quantity of the whole sum will be rounded to the nearest whole ton. Asphalt Mixtures will be measured for payment by a Certified Public Weigher as defined in the Certified Public Weigher Law of 1981, Tennessee Code Annotated, Section 47-26-801, et seq., as amended, using commercial or portable scales, certified by the Tennessee Department of Transportation and approved by the Engineer. Scales shall be of sufficient length to permit simultaneous weighing all axle loads. Provide the Contracting Officer with certified weight certificates furnished by a public weighmaster for each truckload of asphalt material at time of delivery. At a minimum, all weight tickets shall have the contract number or project name, the gross weight, the vehicle identity and empty weight, and the net load weight.

Scales that produce this information printed on the weight tickets are preferred.

No measurement will be taken for residual and additional pothole patching of any remaining potholes that were not eliminated during milling operations.

SECTION 01 22 00 Page 22

No measurement will be taken for material placed in excess of the specified tolerances.

No measurement will be taken for any extra materials, methods, or construction techniques, determined by the COR not to be a part of the specified construction, used to protect, maintain, or repair any portion of the uncompleted work during the winter months.

No measurement will be taken for the filling of core sample holes of asphalt mixtures for payment and will consider them incidental to the asphalt mixture.

Any reshaping of shoulders and existing roadway beds prior to Asphalt placements shall be considered INCIDENTAL to construction.

No measurement will be taken for anti-strip additive. It will be considered incidental to the asphalt mixture.

1.2.36.3 Unit of Measure

Unit of measure: ton (TN - 2,000 pounds).

1.2.37 Curb Construction (Mountable and Non-Mountable

1.2.37.1 Payment

Payment for Header Curb construction, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing a curb as prescribed by the drawings and in accordance with the specifications.

Curb construction materials and operations include but are not limited to, delivery, storage and construction of all concrete, any required forming, steel reinforcement, finishing, excavation and all other requirements for construction. Curbs that are connected to a sidewalk will be considered incidental to sidewalk construction and will not be included in this pay item.

1.2.37.2 Measurement

Curb Construction will be measured for payment by the Linear Foot along the actual length of curb between curb ends.

1.2.37.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.38 Reinforced Concrete Pipe Construction

1.2.38.1 Payment

Payment will be made for costs associated with constructing reinforced concrete pipe. Payment includes delivery, handling, in place protection of pipe, pavement sawcutting, trenching, geotextile placement, successful pipe placement, bedding, backfilling, jointing materials, and connections to drainage stuctures and grouting into structures. All components associated with pipe placement to include but not limited to jointing material, ghaskets, and required equipment for installation shall be considered incidental to the cost of pipe construction and will not be

SECTION 01 22 00 Page 23 measured for separate payment. Geotextile lining for pipe trenches (when applicable), bedding and backfill, and repaving or roadways in accordance with the plans and specificaitons shall also be considered incidental to the cost of pipe construction and will not be measured for separate payment.

1.2.38.2 Measurement

The length of pipe successfully constructed including all incidental work will be measured along the centerlines of the pipe from end to end of pipe. Constructed pipe will be paid for at the contract unit price for the number of linear feet of pipe constructed in the accepted work.

1.2.38.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.39 Precast Concrete Catch Basin

1.2.39.1 Payment

Payment will be made for costs associated with Precast Catch Basin construction, as specified in Section 03 42 13 and/or Section 03 30 53, which includes furnishing, delivery, handling, placement, pipe connections, grouting, trowel finishing, and backfilling as indicated in the drawings. All components associated with precast catch basins to include but not limited to, extensions, risers, grates, filter fabric and grout shall be considered incidental to the cost of Precast Catch Basin Construction and will not be measured for separate payment.

1.2.39.2 Measurement

Measurement for Precast Catch Basins satisfactorily placed will be per each Catch Basin.

1.2.39.3 Unit of Measure

Unit of measure: Each (EA).

1.2.40 Precast Concrete Flared End Section (Baffle and No Baffle)

1.2.40.1 Payment

Payment will be made for costs associated with Precast Flared End Section construction, as specified in Section 03 42 13, which includes furnishing, delivery, handling, placement, pipe connections, grouting, and backfilling as indicated in the drawings. All components associated with flared end sections to include but not limited to bedding, granular backfill, riprap end and flank protection, filter fabric and grout shall be considered incidental to the cost of Precast Flared End Section Construction and will not be measured for separate payment.

1.2.40.2 Measurement

Measurement for Flared End Section satisfactorily placed will be per each Flared End Section.

SECTION 01 22 00 Page 24

1.2.40.3 Unit of Measure

Unit of measure: Each (EA).

1.2.41 Left Rim Basin Grading

1.2.41.1 Payment

Payment will be made for costs associated with grading the left rim entrance to drain toward the newly constructed catching basin inlet as indicated in the drawings. Grading includes excavating and filling material to the section and grade prescribed in the drawings. Material may be reused on other portions of the project to include stone protection or as crushed stone if material is approved for use by the COR.

1.2.41.2 Measurement

No measurement will be made for this item of work.

1.2.41.3 Unit of Measure

Unit of measure: Job (JB) .

1.2.42 Cast-in-Place Sidewalks and Ramps

1.2.42.1 Payment

Payment for sidewalk construction, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing a sidewalk as prescribed by the drawings and in accordance with the specifications. Sidewalk construction materials and operations include but are not limited to, delivery, storage and construction of all concrete, any required forming, steel reinforcement, finishing, excavation and all other requirements for construction. Curbs and handrails that are connected to sidewalk will be considered incidental to sidewalk construction.

1.2.42.2 Measurement

Curb Construction will be measured for payment by the Linear Foot along the actual length of curb between curb ends.

1.2.42.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.43 Cast-in-Place Stairway

1.2.43.1 Payment

Payment will be made for all costs associate with constructing the upper and lower stairways from Hwy 96 to the new Eisenhower Park main parking lot. Payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing the stairway as prescribed by the drawings and in accordance with the specifications. Stairway construction materials and operations include but are not limited to, delivery, storage and construction of all granular base, concrete, any required forming, steel

SECTION 01 22 00 Page 25 reinforcement, finishing, excavation and all other requirements for construction. Curbs and handrails that are connected the stairway will be considered incidental to stairway construction.

1.2.43.2 Measurement

No measurement will be made for this item of work.

1.2.43.3 Unit of Measure

Unit of measure: Job .

1.2.44 Mountable Concrete Median Along Hwy 96

1.2.44.1 Payment

Payment for mountable concrete median construction, will be made at the contract unit price per linear foot which price and payment shall constitute full compensation for furnishing all plant, labor, equipment, and materials, and performing all operations necessary for constructing the concrete median as prescribed by the drawings and in accordance with the specifications. Median construction materials and operations include but are not limited to, delivery, storage and construction of all concrete, any required forming, steel reinforcement, jointing, finishing, sawcuting and removal of existing asphalt, providing mountable curbs on both sides of the median, providing the Type 2 object markers as prescribed and all other requirements for construction.

1.2.44.2 Measurement

Median Construction will be measured for payment by the Linear Foot along the actual length of median.

1.2.44.3 Unit of Measure

Unit of measure: Linear Foot (LF).

1.2.45 Pavillion Construction

1.2.45.1 Payment

Payment will be made for costs…