sunrise002.pdf

BID SCHEDULE A

REVISED 05/18/2009

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

A- 5

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15201-0000 Construction survey and staking ALL Lump Sum $___________________

15401-0000 Contractor testing ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15801-0000 Watering for dust control 5,000 m3 $_______________ $___________________ 20304-1000 Removal of structures and obstructions

ALL Lump Sum $___________________ 25101-2000 Placed riprap, class 2

1,230 m3 $_______________ $___________________

30101-0000 Aggregate base 2,000 t $_______________ $___________________ 30301-6000 Roadway reconditioning

11.82 km $_______________ $___________________

30606-0000 Magnesium chloride t $_______________ $___________________ 40101-5500 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, <0.3 million ESAL (Roughness Incentive)

22,830 t $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 6

40105-3000 Antistrip additive, type 3 t $_______________ $___________________ 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________

41101-5000 Prime coat grade MC-70 t $_______________ $___________________ 41105-0000 Blotter

1,085 t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t $_______________ $___________________ 60901-0000 Curb, concrete m $_______________ $___________________

60915-1000 Wheelstop, concrete Each $_______________ $___________________

61501-0100 Sidewalk, concrete m2 $_______________ $___________________ 61504-1000 Accessibility ramp, concrete m2 $_______________ $___________________

61708-1000 Remove and reset, guardrail 1,800 m $_______________ $___________________ 62201-0100 Dump truck, 6 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0350 Backhoe Hour $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Estimated Quantity Unit Bid Price Amount Bid

A- 7

62201-0350 Backhoe with hammer Hour $_______________ $___________________

62201-0850 Wheel loader, 1 cubic meter minimum rated capacity Hour $_______________ $___________________

62201-2050 Roller Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade Hour $_______________ $___________________

62201-3850 Water truck Hour $_______________ $___________________

62202-1000 Materials transfer vehicle ALL Lump Sum $___________________

62301-0000 General labor Hour $_______________ $___________________

62302-1000 Special labor, hired technical services Hour $_______________ $___________________

62302-1100 Special labor, hired survey services Hour $_______________ $___________________

62511-2000 Seeding, hydraulic method 4,620 m2 $_______________ $___________________ 62901-1000 Rolled erosion control product, type 3.B

4,620 m2 $_______________ $___________________

63301-0000 Sign system Each $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Estimated Quantity Unit Bid Price Amount Bid

A- 8

63404-0100 Pavement markings, type A 3,220

L $_______________ $___________________ 63502-0700 Temporary traffic control, cone

Each $_______________ $___________________

63502-1400 Temporary traffic control, vertical panel Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B Each $_______________ $___________________

63503-0300 Temporary traffic control, barricade type 3 m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings 23.72 km $_______________ $___________________ 63506-0500 Temporary traffic control, flagger

Hour $_______________ $___________________

63506-0600 Temporary traffic control, pilot car Hour $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PFH 43-1(3)

Schedule A Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)**

** See Page A-4 of this Solicitation for an explanation of how to bid this item.

BID SCHEDULE B

Project: PFH 43-1(3)

A- 9

Bid Schedule B

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

15101-0000 Mobilization ALL Lump Sum $___________________

15201-0000 Construction survey and staking ALL Lump Sum $___________________

15401-0000 Contractor testing ALL Lump Sum $___________________

15501-0000 Construction schedule ALL Lump Sum $___________________

15801-0000 Watering for dust control 5,000 m3 $_______________ $___________________ 20304-1000 Removal of structures and obstructions

ALL Lump Sum $___________________ 25101-2000 Placed riprap, class 2

1,230 m3 $_______________ $___________________

30101-0000 Aggregate base 2,500 t $_______________ $___________________ 30301-6000 Roadway reconditioning

13.00 km $_______________ $___________________

30606-0000 Magnesium chloride t $_______________ $___________________ 40101-5500 Superpave pavement, 12.5mm or 19mm nominal maximum size aggregate, <0.3 million ESAL (Roughness Incentive)

25,600 t $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Bid Schedule B

Estimated Quantity Unit Bid Price Amount Bid

A- 10

40105-3000 Antistrip additive, type 3 t $_______________ $___________________ 40920-1000 Fog seal, emulsified asphalt grade CSS-1 or CSS-1h, SS-1 or SS-1h t $_______________ $___________________

41101-5000 Prime coat grade MC-70 t $_______________ $___________________ 41105-0000 Blotter

1,210 t $_______________ $___________________

41201-1000 Tack coat grade CSS-1, CSS-1h, SS-1, or SS-1h t $_______________ $___________________ 60901-0000 Curb, concrete m $_______________ $___________________

60915-1000 Wheelstop, concrete Each $_______________ $___________________

61501-0100 Sidewalk, concrete m2 $_______________ $___________________ 61504-1000 Accessibility ramp, concrete m2 $_______________ $___________________

61708-1000 Remove and reset, guardrail 2,970 m $_______________ $___________________ 62201-0100 Dump truck, 6 cubic meter minimum capacity

Hour $_______________ $___________________

62201-0350 Backhoe Hour $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Estimated Quantity Unit Bid Price Amount Bid

A- 11

62201-0350 Backhoe with hammer Hour $_______________ $___________________

62201-0850 Wheel loader, 1 cubic meter minimum rated capacity Hour $_______________ $___________________

62201-2050 Roller Hour $_______________ $___________________

62201-2850 Motor grader, 3.6 meter minimum blade Hour $_______________ $___________________

62201-3850 Water truck Hour $_______________ $___________________

62202-1000 Materials transfer vehicle ALL Lump Sum $___________________

62301-0000 General labor Hour $_______________ $___________________

62302-1000 Special labor, hired technical services Hour $_______________ $___________________

62302-1100 Special labor, hired survey services Hour $_______________ $___________________

62511-2000 Seeding, hydraulic method 4,620 m2 $_______________ $___________________ 62901-1000 Rolled erosion control product, type 3.B

4,620 m2 $_______________ $___________________

63301-0000 Sign system Each $_______________ $___________________

Project: PFH 43-1(3)

SUNRISE PARK - BIG LAKE ROAD

Estimated Quantity Unit Bid Price Amount Bid

A- 12

63404-0100 Pavement markings, type A 3,700

L $_______________ $___________________ 63502-0700 Temporary traffic control, cone

Each $_______________ $___________________

63502-1400 Temporary traffic control, vertical panel Each $_______________ $___________________

63502-1600 Temporary traffic control, warning light type B Each $_______________ $___________________

63503-0300 Temporary traffic control, barricade type 3 m $_______________ $___________________ 63504-1000 Temporary traffic control, construction sign m2 $_______________ $___________________

63505-1000 Temporary traffic control, pavement markings 26.00 km $_______________ $___________________ 63506-0500 Temporary traffic control, flagger

Hour $_______________ $___________________

63506-0600 Temporary traffic control, pilot car Hour $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: PFH 43-1(3)

Schedule B Alternate Bid Item 15401-0000, Contractor Testing (Government furnished lab trailer)**

** See Page A-4 of this Solicitation for an explanation of how to bid this item.

E-3 REVISED 05/18/2009

AZ PFH 43-1(3)

Sunrise Park – Big Lake Road

(j) Length of culvert extension, skew, and offset from centerline to the ends of extended culverts.

(k) Channel changes.

(l) Location of monuments and permanent references replaced according to subsection

107.02.

(m) Location, length and type of fencing.

(n) Location, length, stationing and type of walls.

(o) Location, length, stationing and end treatment of roadside design features, including, but not limited to, guardrail, guardwall, signs, fences, gates, etc.

(p) Revisions in location of pavement markings.

(q) Revisions to parking areas or turnouts location.

(r) Revisions in location, type and length of curbs, sidewalks, and accessible ramps.

(s) Revisions to any notes.

(t) Revisions to permanent erosion control measures.

(6) Standards, Details, and Specials Revisions to notes, dimensions, locations, and materials.

No direct payment will be made for preparing and furnishing as-built working drawings. A retention of 1/10th of 1% of payment due will be withheld from project pay estimates if the Contractor has not kept current the designated set of as-built plans. In addition, a retention of 1/10th of 1% of the contract amount paid to date will be withheld at the end of the project until the set of as-built plans has been submitted to and accepted by the Project Engineer. The final completed as-built working drawings must be submitted to and accepted by the Contracting Officer before final acceptance will be granted on the project.

Section 104. – CONTROL OF WORK

104.05 Load Restrictions. Add the following:

Do not haul loaded asphalt or aggregate trucks on Highway 261.

Section 105. - CONTROL OF MATERIAL

105.01 Source of Supply and Quality Requirements. Add the following:

Submit samples of materials for quality verification testing for materials required to conform to Sections 703, 704, and 705.

Materials containing petroleum-based solvents such as cutback asphalts and traffic paints may be restricted from use by local laws or ordinances in certain geographic areas. Upon presenting proof of such restrictions, alternate materials considered acceptable to the CO may be substituted for the materials specified in the contract.

E-4 REVISED 05/18/2009

Sunrise Park – Big Lake Road

105.02 Material Sources

(b) Contractor-located sources. Add the following to the end of the first paragraph:

For Contractor-located, non-commercial sources, secure environmental clearances according to Subsection 107.10.

Add the following:

(c) Water. Construction Water is available from a well head at approximate Sta. 37+300 Rt.

The Contractor must provide its own pump and storage tanks. The Contractor must enter into a special use permit with the USFS for the use of this site. As a condition of the permit, the Contractor will be required to furnish, trench and install up to 500 m of HDPE pipe (75 mm in diameter or smaller as required by the USFS) at a depth of 600 mm or less. The line shall be constructed from the well head, through the utility sleeve under the road at approximate Sta.

37+270 and through range land towards the Winn Campground access road on an alignment approved the USFS. The Contractor may be required to make a portion of the water pumped on a daily basis available to the Winn Campground. Contact Barbara Romero or Vincente Ordonez of the USFS for details at (928) 333-4372.

105.04 Storing and Handling Material. Add the following after the third sentence of the second paragraph:

For Contractor-located, non-commercial staging, storing, and material handling areas, secure environmental clearances according to Subsection 107.10.

Add the following:

The Contractor may use the existing West Baldy Parking Area Burro Pit as a staging area. , an area off the 8037 Road about 400 meters to the Rt. of mainline Sta. 40+700, and the well head pad site at approximate Sta. 37+300 Rt. A Forest Service operations plan and special use permit for any staging, storage, or aggregate production is required. Submit operation plans to the Forest Service for approval with copies to the CO prior to use of each site and upon change of operations at any site. Locate additional staging areas and equipment and material storage facilities at sites with minimum visibility from the road, where possible. If the Contractor elects to use private land, the Contractor is responsible for obtaining, environmentally clearing, and reclaiming any private property staging and waste sites.

E-5 REVISED 05/18/2009

Section 106. - ACCEPTANCE OF WORK

106.01 Conformity with Contract Requirements. Delete the text and substitute the following:

Follow the requirements of FAR Clause 52.246-12 Inspection of Construction.

References to standard test methods of AASHTO, ASTM, GSA, and other recognized standard authorities refer to the methods in effect on the date of solicitation for bids.

Perform all work to the lines, grades, cross-sections, dimensions, and processes or material requirements shown on the plans or specified in the contract.

Incorporate manufactured materials into the work according to the manufacturer’s recommendations or to these specifications, whichever is more strict.

Plan dimensions and contract specification values are the values to be strived for and complied with as the design values from which any deviations are allowed. Perform work and provide material that is uniform in character and reasonably close to the prescribed value or within the specified tolerance range. The purpose of a tolerance range is to accommodate occasional minor variations from the median zone that are unavoidable for practical reasons.

When standard manufactured items are specified (such as fence, wire, plates, rolled shapes, pipe conduits, etc., that are identified by gauge, unit mass, section dimensions, etc.), the identification will be considered to be nominal masses or dimensions. Unless specific contract tolerances are noted, established manufacturing tolerances will be accepted.

The Government may inspect, sample, or test all work at any time before final acceptance of the project. When the Government tests work, copies of test reports are furnished to the Contractor upon request. Government tests may or may not be performed at the work site. If Contractor testing and inspection is verified by the Government, the Contractor’s results may be used by the Government to evaluate work for acceptance. Do not rely on the availability of Government test results for process control.

Acceptable work conforming to the contract will be paid for at the contract unit bid price. Four methods of determining conformity and accepting work are described in Subsections 106.02 to

106.05 inclusive. The primary method of acceptance is specified in each Section of work.

However, work may be rejected at any time it is found by any of the methods not to comply with the contract.

Remove and replace work that does not conform to the contract, or to prevailing industry standards where no specific contract requirements are noted, at no cost to the Government.

(a) Disputing Government test results. If the accuracy of Government test results is disputed, promptly inform the CO. If the dispute is unresolved after reasonable steps are taken to resolve the dispute, further evaluation may be obtained by written request. Include a narrative describing the dispute and a proposed resolution protocol that addresses the following:

E-6 REVISED 05/18/2009

(1) Sampling method

(2) Number of samples

(3) Sample transport

(4) Test procedures

(5) Testing laboratories

(6) Reporting

(7) Estimated time and costs

(8) Validation process

If the evaluation requires additional sampling or testing be performed, mutually agree with the Government on witnessing procedures and on sampling and testing by a third party laboratory.

Use a third party laboratory accredited by the AASHTO accreditation program. Provide proof of the laboratory’s accreditation for the test procedures to be used. Do not use the same laboratory that produced the disputed Government test results or that produced the test results used as a basis for the dispute.

The CO will review the proposed resolution protocol and may modify it before final approval and execution.

The Government will use the approved resolution protocol test results to determine the validity of the disputed testing. If the Government test results are validated, the Contractor will be responsible for all costs associated with developing and performing the resolution protocol. If the Government test results are not validated, the Government will be responsible for all costs associated with developing and performing the resolution protocol. If the validity of the Government test results cannot be determined, the Contractor and Government will equally share all costs associated with developing and carrying out the resolution protocol.

(b) Alternatives to removing and replacing non-conforming work. As an alternative to removal and replacement, the Contractor may submit a written request to:

(1) Have the work accepted at a reduced price; or

(2) Be given permission to perform corrective measures to bring the work into conformity.

The request must contain supporting rationale and documentation. Include references or data justifying the proposal based on an evaluation of test results, effect on service life, value of material or work, quality, aesthetics, and other tangible engineering basis. The CO will determine disposition of the nonconforming work.

Where sample/testing procedures make reference to AASHTO, ASTM, or other standards (designated as FLH T), the procedure as modified in the Materials Manual shall govern. Where the specifications make reference to AASHTO Test T11, “Procedure B - Washing Using a Wetting Agent” shall be the procedure followed.

Where the specifications make reference to AASHTO Test T310, “Direct Transmission Method of In-Place Nuclear Density and Moisture Content” shall be the procedure followed.

E-6 REVISED 05/18/2009

Sunrise Park – Big Lake Road

Reference to the Materials Manual means the Federal Lands Highway “Field Materials Manual, U.S. Department of Transportation, Federal Highway Administration,” Publication No. FHWA- FL-91-002, dated January 2009, and all amendments and supplements thereto. Copies are available upon request by e-mailing CFLContracts@fhwa.dot.gov, fax to 720-963-3360 or on the web at http://www.cflhd.gov/materials/.

106.03 Certification. Add the following after the second paragraph:

See Table 106-3 for schedule for full or partial acceptance by material certification. Submit certification and sample of material for testing as required.

106.05 Statistical Evaluation of Work and Determination of Pay Factor (Value of Work).

(b) Acceptance. Delete the last sentence of the second paragraph and substitute the following:

If a lot is concluded or terminated with fewer than three samples, the samples will be combined with those of an adjacent lot. In the event there is no adjacent lot, the material will be accepted according to Subsection 106.04.

Table 106-2 Pay Factor.

The Pay Factor 1.03, category I row: Delete the value 84 in the n=9 column and substitute the value 94.

The Pay Factor 0.75, category II row: Delete the value 35 in the n=3 column and substitute the value 25.

A

E-23 REVISED 05/18/2009

Section 108. - PROSECUTION AND PROGRESS

108.01 Commencement, Prosecution, and Completion of the Work: Add the following:

Perform no work except to maintain traffic control devices, erosion control devices, the roadway driving surface, and to control dust during the listed Federal holidays and surrounding days:

● Memorial Day Weekend: Noon Friday to 6:00 am Tuesday.

● Independence Day: Noon July 2 to 6:00 am July 6.

If July 4 falls on a weekend, Friday, or Monday, do not work the weekend.

● Labor Day Weekend: Noon Friday to 6:00 am Tuesday.

● Thanksgiving: Noon Wednesday to 6:00 am Monday.

● Christmas/New Years Holiday: Noon December 23 to 6:00 am January 2.

If December 23 or January 1 falls on a Monday, do not work the adjacent weekend and do not work on December 23. If January 1 falls on a Friday, do not work the weekend.

Schedule at least 2 non-work days out of every 14 calendar days. The selected non-work days do not need to be consecutive, but they must be scheduled. Provide at least 2 weeks notice before changing the scheduled days off.

Exemptions to scheduled days off may be granted by written approval from the CO for specific project operations and/or for periods of limited duration.

A Notice to Proceed (NTP) must be issued before commencement of any work. Final construction completion date is July 9, 2010 if Schedule A is awarded and July 16, 2010 if Schedule B is awarded.

A winter shutdown is required during the following period: December 1, 2009 through May 31, 2010.

In accordance with FAR 52.236-3, Site Investigation and Conditions Affecting the Work, the Contractor is cautioned to closely investigate the weather conditions that may exist during the conduct of this work and the availability and duration of suitable work periods during which work can be constructed in a safe and productive manner.

Repair the silt fence immediately upon mobilizing to the project. No payment, except for the reimbursement of bond premiums, will be made until the silt fence is brought to an acceptable condition.

Do not With the exception of silt fence repair and necessary surveying work, do not begin any construction activities except roadway reconditioning and related aggregate base work until the prime coat layer on AZ 273 has been completed, unless approved by the CO. Place prime coat on a properly prepared surface prior to the summer monsoon season in early July. Surface preparation work prior to prime coat will be paid for under Sections 622 and 623. The CO may allow work in other areas if the contractor can illustrate, by means of construction schedule, that current road conditions due to weather and closure status will not cause any additional costs to the government or delays to the overall project completion.

E-24 REVISED 05/18/2009

Pave the full 75 mm depth from Sta. 46+300 to Sta. 46+700 in a single lift. The This section of pavement must be in place before paving from this point towards the beginning of the hauling loaded asphalt trucks from Station 47+000 to the end of project.

Preparation and installation of the rolled erosion control products must be completed prior to the start of the monsoon season in early July.

Section 109. - MEASUREMENT AND PAYMENT

109.06 Pricing of Adjustments Add the following

ASPHALT CEMENT PRICE ADJUSTMENT PROVISION

GENERAL The Asphalt Cement Price Adjustment Provision contained herein provides for a price adjustment in the form of payment to the Contractor or a rebate to the Government for fluctuations in the cost of asphalt cement consumed in the performance of applicable construction work for the Sunrise Park – Big Lake Road project. The price adjustment provisions are applicable only to the asphalt cement, as defined in Section 702.01, and incorporated in the following eligible contract pay items:

• 40101 Superpave pavement

• 40110 Superpave pavement

The price adjustment provisions are also applicable to these eligible pay items when the Government adds extra work to the Contract.

The provision will remain in effect throughout the duration of the contract. Enactment of the Asphalt Cement Price Adjustment Provision will only be considered when the increase or decrease in the price of asphalt cement as defined herein exceeds 10 percent.

The Asphalt Cement Price Adjustment Provision is intended to reduce but not eliminate the cost effects of price uncertainty to the Contractor and the Government for asphalt cement used in the construction of this contract. It provides for sharing by the Government in a portion of the Contractor’s risk, which could result from unusual price fluctuations. The provision is not intended to compensate the Contractor for normal day-to-day fluctuations and seasonal changes or to serve as a guarantee of full compensation for asphalt cement price fluctuations.

PRICE INDEXES The Government will post a monthly performance price index at http://www.cflhd.gov/procurement/construction/price-indexes/ for asphalt cement using price data obtained from Poten and Partners, Inc. (PPI), which publishes a weekly report (Asphalt Weekly Monitor) on high and low selling prices for states in five regions throughout the United States including the East Coast/Northeast, the Mid-Continent/Midwest, the Gulf Coast/Mid

E-25 REVISED 05/18/2009

South, the Rocky Mountains and the West Coast/Northwest. Weekly high and low selling price data reported for West Coast/Northwest will be averaged and used to establish a base price index, BPI, for this project and a monthly performance price index, MPPI, for the duration of the contract. These indexes are defined as follows:

• BASE PRICE INDEX The base price index, BPI, is the price index posted by the Government as determined by arithmetic average, as specified above, shown in the four weekly publications immediately preceding the bid opening. It is as follows:

BASE PRICE INDEX (BPI) FOR ASPHALT CEMENT

PER SHORT TON (TON) OR PER METRIC TON = $

• MONTHLY PERFORMANCE PRICE INDEX The monthly performance price index, MPPI, is the monthly price index at the time of performance of applicable work as determined by arithmetic average, as specified above, shown in the four weekly publications issued prior to the last Wednesday of the month (i.e. the monthly performance price index during which asphalt cement is used in the performance of applicable construction work).

PRICE ADJUSTMENTS Price adjustments are calculated by the Government for average conditions and are not intended to reflect the Contractor’s actual purchase price. The ratio of the monthly performance price index and the base price index (MPPI/BPI) is calculated and used to determine price adjustments as follows:

• No Price Adjustment – When the ratio MPPI/BPI falls within the range of 0.90 to 1.10, no price adjustment will be made for any asphalt cement used in construction work performed during the relevant month.

• Government Rebate – When the ratio MPPI/BPI is calculated to be less than 0.90, the

Government is due a rebate determined in accordance with the following formula:

Government Rebate = [0.90 – (MPPI/BPI)] (BPI) (Q)

• Contractor Payment - When the ratio MPPI/BPI is calculated to be greater than 1.10, the Contractor is due additional payment determined in accordance with the following formula:

Contractor Payment = [(MPPI/BPI) – 1.10] (BPI) (Q)

The following definitions are applicable to both the Government Rebate and the Contractor Payment formulas:

MPPI = Monthly Performance Price Index for the month during which asphalt cement is used in the performance of applicable construction work.

BPI = Base Price Index that is established immediately preceding the bid opening.

E-26 REVISED 05/18/2009

Q = Quantity in metric tons of asphalt cement for eligible pay items that were used on the project during the progress payment period. The quantity will be calculated using the asphalt content of the approved mix design and the following formula:

Q = Asphalt Concrete Pavement metric tons placed x (% Asphalt/100)

PRICE ADJUSTMENT COMPENSATION Monthly adjustments will be accrued. The final price adjustment will be paid, or rebated, after completion of all work for eligible pay items. The Contractor may request in writing a partial price adjustment payment once every 12 months, or when the unpaid accrued increase exceeds $10,000. The Government will take a rebate when the deductive accrual exceeds $10,000.

No price adjustments will be made for work performed beyond the Government-approved Contract completion date.

The maximum allowable monthly and final price adjustment to the Contractor or rebate to the Government is limited to a (MPPI/BPI) ratio of 1.6 and 0.4, respectively.

109.08 Progress Payments.

(b) Closing date and invoice submittal date. Delete the text and substitute the following:

The closing date for progress payments on contracts where funding is associated with ARRA will be the 8th day of each month.

Include work performed after the closing date in the following month’s invoice. Submit invoices to the designated billing office by the 7th day after the closing date. Invoices received by the designated billing office after the 16th day following the closing date will not be accepted for payment processing that month. Include late, unprocessed invoice submittals in the following months invoice.

(c) Invoice Requirements Add the following:

(9) As required by ARRA, provide data and information related to labor utilization for the prime contractor as well as any and all lower tier subcontracts used in connection with the work. Use form FHWA-1589 (Rev. 3-25) to report this information. This form can be found on our webpage at:

http://www.cflhd.gov/procurement/construction/reference-links.cfm

Initial information is to be provided within 15 days of contract award. Follow-up and recurring reports will be due with each monthly invoice. The monthly progress payment will not be made until the required ARRA information and data has been received and is current.

E-27 REVISED 05/18/2009

(e) Processing progress payment requests.

(1) Proper invoices. Delete the title and text and substitute the following:

(1) Invoices received by the 7th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(c), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be paid.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(c), or if any of the quantities or unit prices shown on the Contractor's invoice exceed the corresponding quantities and unit prices shown on the Government's receiving report, the invoice will be deemed defective and the Contractor so notified according to FAR Clause 52.232-27(a)(2). Defective invoices will not be corrected by the Government and will be returned to the Contractor within 7 days after the Government's designated billing office receives the invoice.

Revise and resubmit returned invoices by the 18th day following the closing date. The CO will evaluate the revised invoice. If the invoice still does not meet the requirements of Subsection 109.08(c), the Contractor will be so notified according to FAR Clause 52.232- 27(a)(2), and no progress payment will be made that month. Correct the deficiencies and resubmit the invoice the following month.

If the revised invoice meets the requirements of Subsection 109.08(c), but still had quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report, the Government's data for that item or work will be used.

The Contractor's invoice, as revised by the Government's receiving report, will be forwarded for processing by the 23rd day following the closing date. The Contractor will be notified by the 23rd day following the closing date of the reasons for any changes to the invoice.

(2) Defective invoices. Delete the title and text and substitute the following:

(2) Invoices received between the 8th and 16th day following the closing date.

(a) Proper invoices. If the invoice meets the requirements of Subsection 109.08(d), and the quantities and unit prices shown on the Contractor's invoice agree with the corresponding quantities and unit prices shown on the CO's receiving report, the invoice will be deemed proper and forwarded for processing within 7 days of receipt.

(b) Defective invoices. If the invoice does not meet the requirements of Subsection 109.08(d), the invoice will be deemed defective, the Contractor so notified according to FAR Clause 52.232-27(a)(2), and no progress payment will be made that month.

Correct the deficiencies and resubmit the invoice the following month.

E-28 REVISED 05/18/2009

If the invoice meets the requirements of Subsection 109.08(d), but has quantities or unit prices exceeding the corresponding quantities and unit prices shown on the Government's receiving report, the Government's data for that item of work will be used. The Contractor's invoice, as revised by the Government's receiving report, will be forwarded for processing within 7 days of the Government's receipt of the invoice. The Contractor will be notified of the reasons for any changes to the invoice.

(f) Partial payments. Add the following after the first paragraph:

Partial payments for stockpiled manufactured material (aggregates) will be based on Contractor process control test results. If test results show the material to be out-of-specification, or in "reject" where statistical evaluation procedures are used, no payment for stockpiled materials will be made.

Section 152. - CONSTRUCTION SURVEY AND STAKING

Construction Requirements

152.02 General. Delete the first paragraph and substitute the following:

The Government will furnish to the Contractor one copy of each of the following information:

• 3D coordinates and offset distance from centerline for surface course.

The Government will provide files for downloading 3D data. Following is the information that will be provided electronically:

• 3D coordinates of control points.

The Government will perform the following:

• Establish basic survey control points for vertical and horizontal control of the project.

Add the following:

Furnish a practicable schedule of staking activities with the construction schedule submitted according to Section 155. Include the dates and sequence of staking requirements.

152.03 Survey and Staking Requirements. Add the following before (a) Control Points:

(a) General. Construction survey and staking includes layout, controls, and measurements as necessary to construct the project. Perform the work listed below according to Subsections 152.03(a) through 152.03(n):

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• Control Points

• Centerline Reestablishment: Main roadway (Sta. 34+560 to Sta. 47+600)

• Parking Areas (Turnaround Loop, Universal Trail, and East Baldy)

• Gates

• Intermediate Survey and Staking

• Miscellaneous Survey and Staking

• Aggregate Base Grade Finishing Stakes (Sta. 37+500 to Sta. 37+900)

(e) Centerline reestablishment. Delete the text and substitute the following:

Reestablish centerline from instrument control points as necessary to construct the work. The CO may require the reestablishment of centerline, at no cost to the government, when construction survey and staking work does not meet the tolerances stated in Table 152-1.

Reestablishment of centerline may be ordered by the CO and paid for under Section 623 for purposes other than to control the work.

(l) Miscellaneous survey and staking. Delete the text and substitute the following:

Perform all surveying, staking, recording of data, and calculations necessary for establishing the layout, control, and measurement required to construct the project. Perform the work in such a manner as to ensure the contract work is constructed in the proper location and to the required tolerances. Where staking increments are not identified, propose appropriate staking increments to the CO for acceptance.

Add the following:

This work also includes establishing the horizontal blue top location along the project as the edge line for pavement placement. This may be achieved by preserving the existing grade finishing stakes and resetting those that are missing. Final aggregate base grade finishing stake information from the prior project is available in a combination of typed and handwritten form.

Measurement

152.05 Add the following:

Reestablishing missing Government-set terrain cross-section reference hubs, control points, and stakes will be measured under Special labor, Hired survey services when it is paid by the hour.

No payment will be made for re-establishing missing hubs, control points, or stakes after construction operations have begun.

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Section 153. - CONTRACTOR QUALITY CONTROL

153.02 Contractor Quality Control Plan.

(a) Process control testing. Add the following:

See Table 153-1 for schedule of minimum sampling and testing for process control. Where no minimums are specified, submit proposed tests to be performed and the proposed sampling and testing frequencies.

For aggregates and/or aggregate/asphalt mixtures accepted under Subsection 106.03, sample and test for conformity with the Certification a minimum of one time per pay item.

(b) Inspection/control procedures.

(3) Production phase. Add the following:

(d) Inspect the work, materials or assemblies accepted under Subsection 106.03 to ensure that all the work and materials comply with contract requirements. Furnish the results of the work inspection, along with the product certification or commercial certification as applicable, to the CO prior to incorporating the materials into the work.

(c) Description of records. Add the following:

Identify the format for reporting test results, materials certifications and the procedures to be used to maintain inspection records.

(d) Personnel qualifications.

(1) Add the following:

Designate a Quality Control Supervisor (QCS) whose primary responsibility is managing the inspection system. The QCS will not be the Contractor's Superintendent. Designate a QCS who is experienced to perform and supervise all work inspection, sampling and testing. The QCS will monitor all phases of the work and identify deficiencies and take appropriate corrective action.

Add the following:

(3) Personnel assigned to sampling or testing will have 1 year or more of recent job experience in the type of sampling and testing required by the contract, and the following:

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(a) NICET Level II certification in highway materials, or State (SHA) or industry certification-related sampling and testing equivalent to their intended responsibilities.

(b) WAQTC or other nationally accepted certification program for intended sampling and testing responsibilities.

or

(c) Current or previous employment by an AASHTO accredited laboratory performing sampling and testing equivalent to their intended responsibilities.

(d) Demonstrated proficiency or successful testing of one or more proficiency samples may be substituted for basic qualifications pending verification of test results.

153.03 Testing. Delete the title and text and substitute the following:

153.03 Sampling and Testing. Perform the work required by Table 153-1 and by the accepted Quality Control Plan.

(a) Acceptance sampling. Acceptance sampling schedules and times or locations will be provided by the CO. Use a procedure for random sampling. In addition, sample any material that appears defective or inconsistent with similar material being produced, unless such material is voluntarily removed and replaced or otherwise corrected.

(b) Testing. If the Government-furnished field laboratory option is not exercised by the CO, furnish a laboratory equipped with all test equipment necessary to satisfy the requirements of the contract. Ensure test equipment has been checked, calibrated, standardized and/or otherwise verified in accordance with AASHTO and ASTM standards by an individual qualified to do this work. Ensure mobile laboratories receive an equipment inspection after the laboratory has been moved to its permanent location on the project site and anytime it is moved thereafter. Inspect equipment within 45 days of actual use in project testing and at least once a year thereafter. Do not use equipment that has not been inspected or is found to be deficient. Mark deficient equipment and take it out-of-service until it is repaired or replaced and shown by subsequent inspection to perform as required. Maintain records documenting these inspections in the laboratory. Provide certification(s) stating the equipment conforms to testing requirements and provide evidence of current inspection.

The CO may require the Contractor to perform testing to demonstrate acceptable equipment and an acceptable level of technician competence. The CO may also check equipment and inspection records to verify condition. Repair or replace equipment not meeting applicable requirements.

Keep laboratory facilities clean and maintain equipment in proper working condition. Provide the CO unrestricted access to the laboratory for inspection and review.

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(c) Certifications. For materials accepted by certification in accordance with 106.03, review all certifications to insure compliance with the requirements of the contract prior to incorporating materials into the work and provide a signed copy of the reviewed certification(s) to the CO.

153.04 Records. Add the following to the first paragraph:

When tests are on material being incorporated into the work, report test results within the reporting times indicated in the sampling and testing requirements at the end of each section or as specified in the contract.

Add the following to the second paragraph:

Detailed inspection results including deficiencies observed and corrective actions taken.

153.05 Acceptance. Add the following:

If chronic deficiencies are noted in the Contractor's inspection or testing systems, the CO may order supplemental inspection and/or testing to be performed. The Government will charge to the Contractor all costs associated with such supplemental inspection or testing.

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Sunrise Park – Big Lake Road

157.14 Acceptance. Add the following:

Soil erosion control will be evaluated under Subsection 106.02 based on the demonstrated ability of the erosion control measures to result in minimal soil erosion, sedimentation and/or siltation, and turbidity increases within or adjacent to the project limits.

Section 203. - REMOVAL OF STRUCTURES AND OBSTRUCTIONS

203.05 Disposing of Material.

(a) Remove from Project. Add the following to the end of the paragraph:

Repair and maintain all of the existing silt fence from the Sunrise Park – Big Lake Road (2) project as shown on Plan Sheets E1 to E15 from that project. The estimated quantity of silt fence currently in place is 10,800 m. The plans show the various approximate locations of the silt fence, however, the Contractor is responsible for repairing, maintaining and eventually removing all of the silt fence in place, whether shown on the plan sheets or not. In addition to the mainline, approach road, and parking area silt fencing, significant silt fence quantities exist in the vicinity of the West Fork Little Colorado River Mitigation area and along the associated haul roads and trails in the vicinity of the mitigation area (see Sheet E3), along the obliteration of the old roadway alignment from approximate Sta. 40+700 to the tie-in at the 116 Road (to the right of approximate Sta. 43+800, see Sheets E7 to E11). There may also be silt fence along access roads to and at the Burro Pit (to the right of Sta. 40+700) and at the 409 Pit (to the left of Sta. 40+700). Maintain approximately 6500 m of existing silt fence within the project limits during construction activities at locations listed below. Remove and dispose of existing silt fence off the project upon final construction operations.

Upon mobilizing to the project, the Contractor is to immediately repair the existing silt fence to an acceptable level as it has been damaged by the winter snows. See Subsection 108.01 for limitations on contract payments pending initial repairs to the silt fence.

Remove the silt fence no earlier than June 2010 unless earlier removal is authorized in writing by the CO. Remove and dispose of silt fence off the project in a legal manner. Remove silt fence using approved methods that don’t not create or perpetuate a trails. Coordinate removal efforts with the CO and the USFS.

Approximate locations for silt fence maintenance and removal:

34+960 – 35+740 35+740 – 35+920 36+350 – 36+660 37+280 – 37+380 38+620 – 39+020 39+440 – 39+510 39+780 – 40+160 40+720 – 42+710 42+900 – 43+860 45+740 – 45+910 46+240 – 46+840

Secure environmental clearances according to Subsection 107.10.

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(c) Bury. Delete the text.

Payment

203.08 Add the following:

Progress payments will be made as follows:

a. 50 percent of the item amount, not to exceed 1% of the original contract amount, will be paid after the initial repair of the silt fence.

b. The remaining portion of the lump sum will be paid when the silt fence removal is complete.

Section 251. – RIPRAP

251.04 Placed Riprap. Add the following:

This work includes reworking and adding riprap to the ditch from Sta. 40+180 to Sta. 40+420 Rt. to form a pleasing V-shape that is flush to the ground and will allow water to enter the ditch and flow properly. In the event it is necessary to excavate in situ rock or original ground (but not placed riprap) to achieve proper grade or back slope, the excavation will be paid under Item 622.

This work also includes removing and disposing of sloughed material from the cut slope at the East Baldy Parking Area and constructing a riprap embankment/buttress in the areas where the sloughing occurred. The cost of removing and disposing of the sloughed materials is included in the cost of the riprap.

Section 301. - UNTREATED AGGREGATE COURSES

301.03 General. Delete the third paragraph and substitute the following:

For base course set target values within the gradation ranges shown in Table 703-2, grading C, D or E.

For surface course aggregate set target values within the gradation range shown in Table 703-3.

301.05 Compacting. Add the following:

After initial spreading (or grading to grade stake elevations where applicable) and compacting, finish the final aggregate course using a planing or leveling device specifically designed for land planing/leveling purposes. Furnish a device or devices of the self-supporting towed type with a minimum length of 8 meters from the towing tractor drawbar to the rear axle and a minimum cutting blade width of 3 meters. The intent is for the device to be capable of cutting

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Sunrise Park – Big Lake Road material from high areas and transporting the excess material to low areas. All wheels used for supporting the machine during planing must travel on the surface being planed. When planing, make passes beginning at the roadway shoulders and proceeding with overlaps to centerline.

Do not use the leveler/planer to construct the required crown or super-elevation cross section.

Use the leveler/planer to refine the work performed by motor graders.

Standard earthwork motor graders and landscaping grader boxes are NOT acceptable leveling/ planing devices under this specification.

When leveling is complete, water and compact the aggregate surface to not less than 95% of maximum density. Apply the prime coat as soon as practicable after leveling and compaction is complete.

Section 303. - ROAD RECONDITIONING

303.07 Roadway Reconditioning. Delete the text and substitute the following:

Perform roadway reconditioning according to Subsection 301.05.

Repair the damage to the roadway from Sta. 37+500 to Sta. 37+900 according to FP Subsection

305.03 and 305.04 and remove the debris in the ditches within this area. For the remainder of the project, including parking areas and approach roads, reshape the grade where needed to restore the crown or cross-slope as appropriate to the location, to eliminate potholes and to remove washboarding. Where reshaping is necessary, construct the work according to FP Subsection 303.06. Use Item 30101-0000 for spot-placing aggregate base where needed.

It is not necessary to set or to match grade finishing stakes except from Sta. 37+500 to Sta.

37+900. The intent of the reshaping work is to achieve a consistent crown or cross-slope as appropriate and a relatively smooth flowing grade. After reshaping is complete, finish the final aggregate surface with a land planing device using plenty of water and compact in accordance with Subsection 301.05.

Section 401. - SUPERPAVE HOT ASPHALT CONCRETE PAVEMENT

Description

401.01 Delete the third paragraph and substitute the following:

A minimum of one percent lime is required in the Superpave hot asphalt concrete mixture.

Pavement roughness is type III.

Asphalt binder grade is PG 58-28.

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Material

401.02 Delete the first line and substitute the following:

Aggregate 703.07

401.03 Composition of Mix (Job-Mix Formula). Delete the second paragraph and substitute the following:

Compact specimens with the gyratory effort corresponding to the design ESAL level of 0.3 to <3 million. Volumetric mix properties will be determined at Ndesign. Use a gyratory compactor which meets the internal angle requirement according to AASHTO T 312.

401.03 (a) Recycled asphalt pavement use. Delete the first and second paragraphs and substitute the following:

(a) Recycled asphalt pavement use. Up to and including 20 percent recycled asphalt pavement material by mass may be used in the mix without adjusting the asphalt binder grade.

A

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412.08 Add the following after the second paragraph:

Indicate a breakdown of total emulsion and water added on the load invoices supplied to the CO for payment.

Section 601. - MINOR CONCRETE STRUCTURES

601.02 Add the following:

Reinforcing fibers 725.29

601.03 Concrete Composition. Delete Table 601-1 and substitute the following:

Table 601-1 Composition of Minor Structure Concrete

Property…