01282Payment

PAYMENT

PART 1 GENERAL

1.1SECTION INCLUDES

1.2RELATED SECTIONS Not Used

1.3REFERENCES Not Used

1.4DEFINITIONS Not Used

1.5SUBMITTALS

Refer to this Section, Articles 1.8 and 1.11

this Section, Article 1.9

1.10

Article 1.11, paragraph B

Payment

1.6SCOPE OF PAYMENT

according to the description, unit of measure, and price in the Bid Schedule.

Section defining the work for that pay item including the work in referenced Sections.

00100 to 01499) is paid for in the appropriate pay items.

item.

defective or nonconforming work.

1.7ELIMINATED ITEMS

complete the work.

elimination.

1.8PROGRESS PAYMENTS

the work is progressing.

the progress payment is greater than $10,000.

of work performed and materials in place under the contract and for payment for material on hand according to this Section, Article 1.9.

acceptance documentation.

Payment

Contractor’s review complete date in the Department’s business system, for each partial estimate.

closing date. Succeeding partial estimates close on the same Saturday for each succeeding month.

1.9PAYMENT FOR MATERIAL ON HAND (STOCKPILE)

nonperishable materials purchased expressly for incorporation in the work when delivered in the vicinity of the project or stored in approved storage place.

estimate but in no case will the amount exceed the value of the materials as shown on the delivery invoice or 75 percent of the in- place price, whichever is less.

obligated to the project when the approved storage location is other than the project site.

materials, as determined by the Engineer, amounts to less than $2,000 or if materials are to be stored less than 30 calendar days, unless otherwise specified.

payment for Pavement Marking Tape if the Pavement Marking Tape placement is delayed more than one week beyond the original CPM schedule date.

of the check showing payment within 60 calendar days following the date of the progress payment on which the stockpile material was paid by the Department.

stockpiled materials if proper invoices showing payment to the supplier is not received.

until incorporated as described.

Contractor’s election that may be incorporated into the project such as fuels, supplies, metal decking forms, ties, or supplies used to improve efficiency of operations.

Payment

acceptance of such materials for use in completing items of work.

materials delivered to the project in compliance with the contract or left unused due to changes in plans or variation in quantities, if the materials are not practicably returnable for credit.

Assume responsibility for excess materials delivered to the project or aggregate produced beyond the contract amount without authority from the Engineer.

option of the Department, provided the material is stockpiled where directed and meets specification requirements when stockpiled.

basis which is normally the Contractor’s production cost.

stockpiling materials at the directed location.

1.10USE OF ON-SITE MATERIALS

that are suitable for completing other pay items of work.

contract unit price for roadway excavation and under the pay item for which the material is used.

the Contractor must replace excavated material with acceptable material at no cost to the Department.

described.

Payment

1.11FINAL PAYMENT

project has been accepted.

the Contractor’s review is complete. The Contractor’s selection of review complete in the Department’s Business System indicates their concurrence with the quantities.

payments and amounts to be deducted under the provisions of the contract.

subcontractors certifying they have been paid for labor, materials and equipment incorporated into the project.

adjustment within 30 calendar days after the final estimate is sent to the Contractor if additional payment is believed due from the Department.

withholding full payment of the total value of work shown on the Engineer’s final estimate.

the contract if it is determined that additional payment is due.

determined that no additional payment is due.

estimate and payment.

Contractor within 90 days of contract completion.

1.12FUEL COST ADJUSTMENT

potentially unstable fuel prices that might occur during the contract.

used in construction operations or compensate for actual price variations experienced by the Contractor.

this Section and presumes the Contractor has relied on these provisions when determining unit bid prices.

Payment

notification to the Engineer.

Contractor and remains in effect for the duration of the contract.

partial estimate period.

each month using the spot price per barrel for West Texas Intermediate (WTI) crude oil. Refer to http://www.udot.utah.gov/go/standardsreferences. This spot price is averaged with spot prices posted for the previous three Mondays to establish the EPf.

following month and is used for regular partial estimates closed before the first Monday of the following month.

EPf in effect on the date of the contract bid opening.

established for purposes of calculating the Fuel Cost Adjustment.

determined according to this article.

contract items in Table 1 with values of more than $100,000 based on original contract quantities, unless otherwise specified in Table 1

differences between the BPf and the EPf.

lesser of:

performed.

expiration of the contract time.

Payment

When the EPf is more than 15 percent above the BPf

FCA = [(EPf - BPf) - 0.05 BPf] Q (FF) When the EPf is more than 15 percent below the BPf

FCA = [(EPf - BPf) + 0.05 BPf] Q (FF) Where:

Q = Quantity of acceptable work performed FF = Fuel factor for Q 42 = Conversion of gallons of fuel per barrel of crude

remainder of the project and notifies the Contractor if the project is to be terminated if the EPf increases by more than 50 percent from the BPf for an eligible item of work.

Payment

Table 1 Items Eligible for FCA Quantity of Fuel Factor Item of Work Work (Q) (FF) Roadway Excavation, Borrow, Granular Ton 0.25 Borrow, Top Soil Cubic Yard 0.45 Underdrain Granular Backfill Cubic Yard 1.16 Ton 0.84 Untreated Base Course Cubic Yard 1.63 Ton 3.60 Asphalt Mix Cubic Yard 6.80 Ton 3.60 Open Graded Surface Course Cubic Yard 6.80 Ton 3.60 Stone Matrix Asphalt (SMA) Cubic Yard 6.80 Ton 3.60 Other Asphalt Mix Products with Mix Design Cubic Yard 6.80 Rotomilling Sq Yd 0.03 Profile Rotomilling Sq Yd In-Place Cold Recycled Asphaltic Base Sq Yd Recycled Surface Sq Yd Chip Seal Coat Micro Surfacing Square Yard 0.03 Bonded Wearing Course Portland Cement Concrete Pavement Sq Yd-In 0.214 Lean Concrete Base Course Sq Yd-In 0.048 Cubic Yard 0.57 Riprap Ton 0.25 Bridges exceeding $500,000 Includes the following items: Structural Concrete, Driven Piles, Reinforcing Steel, Prestressed $ 0.038 Concrete Members, and Structural Steel 36 inch and larger pipe culvert – combined items exceeding $200,000

Payment

1.13ASPHALT COST ADJUSTMENT

potentially unstable asphalt prices that might occur during the Contract.

asphalt used or compensate for actual price variations experienced by the Contractor.

this article and presumes that the Contractor has relied on these provisions for adjustments when determining unit bid prices.

at time of bidding.

performed on pay items that contain asphalt materials.

the partial estimate period.

determines the EPa using price values from the most recent Poten & Partners Asphalt Weekly Monitor and Argus Asphalt Report. The Department averages values for the following, eliminating the single highest and single lowest values, before averaging. 1) The high reported selling price (per ton) of typical non-modified paving grades of asphalt from the Asphalt Weekly Monitor. Arizona Phoenix area Flagstaff area Tucson area Idaho Boise area Eastern markets Northern markets Nevada Las Vegas area Reno area New Mexico Eastern markets Western markets Utah Salt Lake City area

Payment

2) The high reported wholesale asphalt price (per ton) from the Argus Asphalt Report for Rocky Mountain and West coast asphalt prices for: Denver Las Vegas Montana Phoenix Salt Lake City Utah Wyoming

the same manner for the previous three weekly reports to establish the EPa.

following month and is used for regular partial estimates closed before the first Monday of the following month.

equal to the EPa in effect on the date of the contract bid opening or other date where prices are submitted for the establishment of a contract such as the proposal submittal date for a design build project.

on the up side and 85 percent of the BPa on the down side. No price adjustment will be paid when the EPa is between 85 percent and 115 percent of the BPa.

dollars determined according to this article.

for the duration of the contract when the EPa of asphalt materials changes more than 15 percent from the BPa.

this provision becoming effective. The adjustment on each item is determined using the formula in this article.

depending on the differences between the ABPa and the EPa.

performed after the expiration of contract time and approved time extensions:

performed.

expiration of the contract time.

Payment

remainder of the project if the ABPa increases by more than 15 percent from the BPa for an adjustable pay item and notifies the Contractor if the project is to be terminated for cause.

When the EPa is more than 115 percent or less than 85 percent of the BPa ACA = [(EPa - ABPa)] T

Where T = Quantity in ton of Asphalt Binder Materials used

The Engineer determines T as follows:

asphalt binder in the approved mix design for the quantity of placed material for: 1) Asphalt Mix. 2) Stone Matrix Asphalt (SMA). 3) Other mixed material using a mix design target for asphalt binder. Adjust the quantity from target to include only the residual asphalt when the mix design target is an emulsion.

1) Open-Graded Surface Course (OGSC). 2) Other mix material where asphalt binder is paid as a separate pay item from the mix.

for Emulsified Asphalts.

PART 2 PRODUCTS Not Used

PART 3 EXECUTION Not Used

END OF SECTION

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