meve109A001.pdf

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 12

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

LNFT $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

SQFT $_______________ $___________________

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

53.0

MILE $_______________ $___________________

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

9,000

HOUR $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

1,750

HOUR $_______________ $___________________

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

WEEK $_______________ $___________________

63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

EACH $_______________ $___________________

63610-0000 CONDUIT

6,400

LNFT $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: CO PRA MEVE 10(9)

MAIN ENTRANCE ROAD

Bid Schedule A

BID SCHEDULE A ALTERNATIVE BID

ITEM 15401-0000, CONTRACTOR TESTING,

USING GOVERNMENT FURNISHED FIELD

LABORATORY $_________________

Amendment A001 April 22, 2009

E-23

CO PRA MEVE 10(9)

Main Entrance Road

NPS PMIS NO.: 127018

(m) Square yard. Delete the text and substitute the following:

(m) Square yard. 9 square feet. Measure on a plane parallel to the surface being measured. No deductions from the area computation will be made for individual fixtures having an area of 9 square feet or less. Do not measure overlaps.

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 CO PRA MEVE 10(9). 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

• 40102 Superpave pavement, wedge and leveling course

• 40201 Hot asphalt concrete pavement, Marshall or Hveem test

• 40202 Hot asphalt concrete pavement, Marshall or Hveem test, wedge and leveling course

• 40301 Hot asphalt concrete pavement

• 40302 Hot asphalt concrete pavement, wedge and leveling course

• 40501 Open-graded asphalt friction course

• 41804 Asphalt Binder AC-10

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

E-25

CO PRA MEVE 10(9)

Main Entrance Road

NPS PMIS NO.: 127018

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

Q = Quantity in 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 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 last sentence and substitute the following:

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 month's invoice.

The closing date for progress payments on contracts where funding is associated with the American Recovery and Reinvestment Act (ARRA) will be the 8th day of each month.

Include work performed after the closing date in the following month’s invoice.

(c) Invoice Requirements Add the following:

(9) As required by the American Recovery and Reinvestment Act of 2009 (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 ARRA 109-1 FHWA-1589 (Rev. 3-25) to report this information. This form can be found at 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.

Sheet 1 of 2

CONVENTIONAL PLAN

SYMBOLS AND ABBREVIATIONS

U.S. CUSTOMARY

A2

Revision: 4-22-2009

UDUDXXXXXXXXXXXXXXX

DI

XXXXXXUDXXXXXXXXXXXX

SPRING

D

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

CO

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

IMR

MESA VERDE NP

NPS PMIS NO.: 127018 DWG. NO. 307/41933

A15

PRA MEVE 10(9)

XXXXX

DI

XXXXXXUD

SPRING

SHEET TOTAL

B4 B6-B9 B10 & B13 B14 B15-B16 B17 B18 NO. SHEETS

PRA MEVE 10(9)

Mesa Verde NP

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH LNFT 4358 4358 4,400

60905-1000 GUTTER, CONCRETE LNFT 286 286 286

60908-1000 PAVED DITCH, ASPHALT SQYD 6500 6500 6,500

61701-1950 GUARDRAIL SYSTEM G4, TYPE 4, CLASS B STEEL POSTS LNFT 18972 18972 18,975

61702-0800 TERMINAL SECTION TYPE TANGENT EACH 41 41 41

61708-1000 REMOVE AND RESET, GUARDRAIL LNFT 19157 19,200

62201-0150 DUMP TRUCK, 7 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

62201-0950 WHEEL LOADER, 3 CUBIC YARD MINIMUM RATED CAPACITY HOUR 40 40

62201-2750 MOTOR GRADER HOUR 40 40

62301-0000 GENERAL LABOR HOUR 80 80

62302-1000 SPECIAL LABOR, HIRED TECHNICAL SERVICES HOUR 60 60

62302-1100 SPECIAL LABOR, HIRED SURVEY SERVICES HOUR 100 100

62407-0000 PLACING CONSERVED TOPSOIL CUYD 1943 1,943 2,200

62510-2000 SEEDING, HYDRAULIC METHOD ACRE 14.28 14.28 15.0

63301-0000 SIGN SYSTEM EACH 73 73 73

63308-0000 OBJECT MARKER EACH 167 167 167

63313-0000 RUMBLE STRIP LNFT 55,244 55,244

63316-1000 REMOVE AND RESET SIGN EACH 1 1 1

63316-1000 REMOVE AND RESET SIGN, MASONRY EACH 1 1 1

63404-0200 PAVEMENT MARKINGS, TYPE B GAL 737 737 740

63406-0000 RAISED PAVEMENT MARKER EACH 32 32 32

63502-0700 TEMPORARY TRAFFIC CONTROL, CONE EACH 150 150 150

63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM EACH 150 150 150

63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B EACH 8 8 8

63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN EACH 2 2 2

63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 LNFT 100 100 100

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE LNFT 712 712 712

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN SQFT 452 483 452 483 460 490

63505-1000 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS MILE 53 53 53

63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER HOUR 9000 9,000 9,000

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR HOUR 1750 1,750 1,750

63510-0100 TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR WEEK 29 29 29

63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP EACH 1 1 1

63610-0000 CONDUIT LNFT 6400 6,400 6,400

*For Options X, Y & Z Summaries of Quantities, see Sheet B3 127018

SUMMARY OF QUANTITIES

Sheet 2 of 2*

Revision: 4-22-2009

PROJECT

ESTIMATED

QUANTITIES

B18IMR CO B2

The following quantities are approximate unless noted as a contract quantity. Payment will be made for the actual quantities of work performed and accepted or for materials furnished according to the contract.

DWG. NO. 307/41933 NPS PMIS No.

Main Entrance Road

N

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ITEM NO. ITEM DESCRIPTION UNIT

Place at Cultural Center Access Road

STATEREG

BID

REMARKS AND/OR DETERMINATION OF

ESTIMATED QUANTITY

PLAN

PAVEMENT

MARKING

SUMMARY

MISCELLANEOUS

SUMMARIES

PERMANENT

SIGNS

SUMMARY

Sheet Number and Description

See Typical Sections and Section 617 of the SCR's

CURB AND

GUARDRAIL

SUMMARY

SURFACING

SUMMARIES

GRADING

SUMMARY

TEMPORARY

TRAFFIC

CONTROL

SUMMARY

ITEM NO.

63504-1000

SQFT EACH SQFT

W20-1 ROAD WORK AHEAD 36 X 36 9 6 54

W16-8 MAIN ENTRANCE ROAD 48 X 12 4 2 8

G20-1 ROAD WORK NEXT 10 MILES 36 X 18 4.5 3 13.5

SPECIAL 11 EXPECT DELAYS 90 X 18 11.25 2 22.5

W20-1 ROAD WORK 500 FT 36 X 36 9 2 18

G20-2 END ROAD WORK 36 X 18 4.5 5 22.5

W14-3 NO PASSING ZONE 5.6 2 11.2

W8-12 NO CENTER STRIPE 36 X 36 9 2 18

R4-1 DO NOT PASS 24 X 30 5 2 10

R4-2 PASS WITH CARE 24 X 30 5 2 10

W3-4 BE PREPARED TO STOP 36 X 36 9 3 27

W20-7a FLAGGER (SYMBOL) 36 X 36 9 3 27

W16-2 500 FEET 24 X 18 3 3 9

W20-4 ONE LANE ROAD AHEAD 36 X 36 9 2 18

W13-1 25 MPH 18 X 18 2.25 4 9

G20-4 PILOT CAR FOLLOW ME 36 X 18 4.5 1 4.5

W1-4 REVERSE CURVE (SYMBOL) 30 X 30 6.25 2 12.5

W21-2 FRESH OIL 30 X 30 6.25 2 12.5

W8-3 PAVEMENT ENDS 30 X 30 6.25 4 25

W8-7 LOOSE GRAVEL 30 X 30 6.25 5 31.25

SPECIAL 12

MOTORCYCLES

ROUGH ROAD

LOOSE GRAVEL

NEXT 10 MILES 66 X 48 22.13 4 89

PORTABLE CHANGEABLE MESSAGE SIGN:

"CONSTRUCTION ON MESA VERDE MAIN ENTRANCE

ROAD, EXPECT DELAYS"

ARRA SIGN ASSEMBLY 66 X 66 30.43 1 31

452 483

63502-0700 EACH 150 150 0

63502-1300 EACH 150 150 0

63502-1600 EACH 8 0 0

63502-2000 EACH 2 0 0

63503-0300 LNFT 100 0 0

63504-1000 SQFT 452 483 0 0

63505-1000 MILE 53 10 0

63506-0500 HOUR 9000 250 100

63506-0600 HOUR 1750 80 0

63510-0100 WEEK 29 0 0

Revision: 4-22-2009

TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

TEMPORARY TRAFFIC CONTROL SUMMARY

UNIT

OPTION X

TOTAL

PROJECT

TOTALS

OPTION Y

TOTAL

ITEM NUMBER

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

TOTAL

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

DESCRIPTION

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, DRUM

Place Portable Changeable Message Signs on Eastbound HWY 160 and Westbound HWY 160 ramps to the Mesa Verde Park Entrance

TOTAL AREA

QUANTITY

Place 500 feet prior to Park Entrance Station with a G20-1 on the same post

Place at various locations as directed by the CO.

Place at various locations as directed by the CO.

TEMPORARY TRAFFIC CONTROL SIGNS SUMMARY

MUTCD CODE DESCRIPTION

PANEL

DIMENSIONS

(INCHES X

INCHES)

AREA LOCATIONS OR COMMENTS

Place one of these signs 500 feet prior to Park Entrance Station

36 X 48 X 48

As directed by the CO

TEMPORARY TRAFFIC CONTROL, PILOT CAR

Place signs on ramps from Eastbound & Westbound HWY 160 as well as prior to the Park Entrance Station

Place at various locations as directed by the CO.

PRA MEVE 10(9)

Mesa Verde NP B18CO

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/2

:5

:5

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IMR B18

DWG NO 307/41933 NPS PMIS No. 127018

609B

CONCRETE ITEMS

AND WATERWAY DETAILS

T14

Revision: 04-22-2009

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

CO

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SPECIAL

U.S. CUSTOMARY SPECIAL

IMR

MESA VERDE NP

NPS PMIS NO.: 127018 DWG. NO. 307/41933

T32

PRA MEVE 10(9)

TO WORK

PUTTING AMERICA

PROJECT FUNDED BY THE

American Recovery

& Reinvestment Act

PROJECT FUNDED BY THE

American Recovery

& Reinvestment Act

TO WORK

PUTTING AMERICA

ARRA

SIGN ASSEMBLY

REG STATE PROJECT

SHEET

NO.

TOTAL

SHEETS

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SPECIAL

635A

U.S. CUSTOMARY SPECIAL

T24A T32

Revision: 04-22-2009

COIMR

MESA VERDE NP

NPS PMIS NO.: 127018 DWG. NO. 307/41933

PRA MEVE 10(9)

Untitled

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: TIFFANY ATCHISON

1:

Remove page A-12 and replace with revised page A-12, dated April 22, 2009. Incorporates ARRA sign into bid item 63504-1000.

Remove pages E-23 and E-25 and replace with revised pages E-23 and E-25, dated April 22, 2009. Amends Subsections 109.06 and 109.08

PLAN SHEETS

Remove sheet A2 and replace with revised sheet A2, dated April 22, 2009. Incorporates sheet T24A in the Index to Sheets.

Remove sheets B2 and B18 and replace with revised sheets B2 and B18, dated April 22, 2009. Incorporates ARRA sign.

Remove sheet T14 and replace with revised sheet T14, dated April 22, 2009. Corrects concrete gutter detail.

Add sheet T24A, dated April 22, 2009. ARRA sign detail.

*FAILURE TO ACKNOWLEDGE THIS AMENDMENT BY THE DESIGNATED DATE AND HOUR SPECIFIED IN THE SOLICITATION MAY RESULT IN REJECTION OF YOUR BID (REFER TO ITEM 11.)