PacificWest001.pdf

A-1

SOLICITATION, OFFER

AND AWARD

(Construction, Alteration or Repair)

1. SOLICITATION NO.

DTFH68-09-B-00039

2. TYPE OF SOLICITATION

SEALED BID (IFB)

NEGOTIATED (RFP)

3. DATE ISSUED

09/09/2009

PAGE OF

PAGES

IMPORTANT - THE "OFFER SECTION ON THE REVERSE MUST BE FULLY COMPLETED BY OFFEROR.

4. CONTRACT NO.

5. REQUISITION/PURCHASE REQUEST NO. 6. PROJECT NO.

CA/NV NPS-PWR-PRES-2(09),

Pacific West Pavement Preservation

7. ISSUED BY:

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS DIVISION

12300 WEST DAKOTA AVENUE, SUITE 167

LAKEWOOD, COLORADO 80228

CODE: 69050001 8. ADDRESS OFFER TO:

WALTER C. WAIDELICH JR., DIVISION ADMINISTRATOR

FEDERAL HIGHWAY ADMINISTRATION

CALIFORNIA DIVISION OFFICE

ATTN: MR. SCOTT MCHENRY

650 CAPITOL MALL, SUITE 4-100

SACRAMENTO, CALIFORNIA 95814

9. FOR INFORMATION CALL

SEE PAGE A-3

A. NAME:

SEE PAGE A-3

B. TELEPHONE NO. (Include area code)

SEE PAGE A-3

SOLICITATION

NOTE: In sealed bid solicitations "offer" and "offeror" mean "bid" and "bidder."

10. THE GOVERNMENT REQUIRES PERFORMANCE OF THE WORK DESCRIBED IN THESE DOCUMENTS:

CONSTRUCTION OF CA/NV NPS-PWR-PRES-1 2(09) GRAND CANYON NATIONAL PARK, PACIFIC WEST PAVEMENT

PRESERVATION, IN STRICT ACCORDANCE WITH:

1. FEDERAL ACQUISITION AND TRANSPORATION ACQUISITION REGULATIONS (FAR & TAR)

2. DEPARTMENT OF LABOR, DAVIS BACON MINIMUM WAGE RATES

3. SPECIAL CONTRACT REQUIREMENTS

4. PLANS

5. BID SCHEDULE

6. STANDARD SPECIFICATIONS FOR CONSTRUCTION OF ROADS AND BRIDGES ON FEDERAL HIGHWAY

PROJECTS

7. SUBCONTRACTING PLAN (IF APPLICABLE)

See Subsection 104.04 of the FP-03 for governing order of precedence

11. The Contractor shall begin performance within 10 calendar days and complete it within * calendar days after receiving award notice to proceed. The performance period is mandatory negotiable. *Refer to Subsection 108.01 as amended in the Special Contract Requirements.

12A. THE CONTRACTOR MUST FURNISH ANY REQUIRED PERFORMANCE AND PAYMENT BONDS?

(If "YES," indicate within how many calendar days after award in Item 12B.) YES NO

12B. CALENDAR DAYS

13. ADDITIONAL SOLICITATION REQUIREMENTS:

A. Sealed offers in original and 0 copies to perform the work required are due at the place specified in Item 8. by 2:00 p.m.

(hour) Local time on 10/14/2009 (date). If this is a sealed bid solicitation, offers will be publicly opened at that time. Sealed envelopes containing offers shall be marked to show the offeror's name and address, the solicitation number, and the date and time offers are due.

B. An offer guarantee is is not required.

C. All offers are subject to the (1) work requirements and (2) other provisions and clauses incorporated in the solicitation in full text or by reference.

D. Offers providing less than 60 calendar days for Government acceptance after the date offers are due will not be considered and will be rejected.

NSN 7540-01-155-3212 1442-102 STANDARD FORM 1442 (REV. 4-85)

Prescribed by GSA FAR (48 CFR) 53-236-1(d)

X

X

X

X

X

LORIK

Text Box Revised 09/30/2009

LORIK

Revised 09/30/2009

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LORIK

LAME-PRES-2(09)

LAKE MEAD NRA

UNIT PLAN BID

15101-0000 LPSM ALL ALL

15401-0000 LPSM ALL ALL

15501-0000 LPSM ALL ALL

40910-0300 SQYD 497804 500000

40920-1000 TON 311 320

40940-1300 TON 892 900

41002-3000 SQYD 361617 362000

41105-0000 TON 20 20

42801-0150 SQYD 981 1000

62201-0050 HOUR 20 20

62201-0450 HOUR 20 20

62301-0000 HOUR 40 40

63401-1500 LNFT 728567 735000

63405-0050 EACH 83 90

63501-1000 LPSM ALL ALL

63502-0700 EACH 50 50

63504-1000 SQFT 544 550

63505-1500 MILE 37 40

63506-0500 HOUR 350 350

63506-0600 HOUR 150 150

B1

Per CO direction

B4

STATE PROJECT

N:\Pavement Preservation\PWR 2009\Lake Mead\Roadway\Plan Sheets\B-Summ\[During Advertisement Lake Mead .xls]OPT

SUMMARY OF QUANTITIES

OPTION X

ITEM DESCRIPTIONITEM NO.

MOBILIZATION

EMULSIFIED ASPHALT, GRADE CRS-2P

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

NPS

CONSTRUCTION SCHEDULE

SURFACE TREATMENT, DESIGNATION 1C

DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY

TEMPORARY TRAFFIC CONTROL, CONE

GENERAL LABOR

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

MICRO-SURFACING, TYPE 3

PAVEMENT MARKINGS, SYMBOLS TYPE J

CONTRACTOR TESTING

THE FOLLOWING QUANTITIES ARE APPROXIMATE UNLESS NOTED AS A FINAL PAY ITEM. PAYMENT WILL BE MADE FOR THE ACTUAL QUANTITES OF WORK PERFORMED AND ACCEPTED OR FOR MATERIALS FURNISHED IN

ACCORDANCE WITH THE CONTRACT. NV

ESTIMATED

QUANTITIES REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

REG. TOTAL

SHEETS

SHEET

NO.

NPS Package No. 1545239/28/09 9:40 AM

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

PAVEMENT MARKINGS, TYPE H, SOLID

BLOTTER

FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

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Text Box Amendment A001 Update estimated quantities for items 40910-0300, 40920-1000, 40940-1300, 42801-0150, 63401-1500, and 63505-1500

EBURGOS

Text Box Revised 9/30/2009

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LAME-PRES-2(09)

LAKE MEAD NRA

40910-0300 40920-1000 40940-1300 41002-3000 41411-1000 42801-0150 63401-1500 63401-1500 63505-1500

GRADING D

Ft Ft SQYD TON TON SQYD MILE SQYD LNFT LNFT MILE

0.0 8.83 46622.4 24.0 124326 77.7 222.8 0.0 0.00 100.0 74595.8 93244.8 8.8

0.0 17.65 93192.0 21.0 217448 135.9 389.6 217448.0 0.00 40.0 149107.2 186384.0 17.7

0.0 0.60 3168.0 14.0 4928 3.1 8.8 0.0 0.60 0.0 20.1 20.1 0.6 Rte 203ZZ - Jumbo Rocks Campground Loops

0.0 1.14 6019.2 26.0 17389 10.9 31.2 0.0 0.00 8.0 38.2 38.2 1.1 Rte 204 - Cottonwood Springs Road

1000 0.6 1.8 0.0 0.00 0.0 0.0 0.0 0.0 Rte 204 - Pullouts (3 pullouts)

0.0 0.29 1531.2 23.0 3913 2.4 7.0 0.0 0.00 0.0 0.0 0.0 0.0 Rte 211 - Sheep Pass Campground Entrance

0.0 0.47 2481.6 17.0 4687 2.9 8.4 0.0 0.00 0.0 0.0 0.0 0.0 Rte 213 - 49 Palms Oasis Access Road

0.0 6.50 34320.0 24.0 91520 57.2 164.0 0.0 0.00 60.0 54912.0 68640.0 6.5

267 0.2 0.5 0.0 0.00 0.0 0.0 0.0 0.0

0.0 0.05 264.0 21.0 616 0.4 1.1 0.0 0.00 0.0 422.4 528.0 0.1

0.0 3.67 19377.6 22.0 47367 29.6 84.9 0.0 0.00 76.0 31004.2 38755.2 3.7

3556 2.2 6.4 0.0 0.00 0.0 0.0 0.0 0.0 2699 1.7 4.8 0.0 0.00 0.0 0.0 0.0 0.0

0.0 0.41 2164.8 21.0 3489 2.2 6.3 0.0 0.00 0.0 3463.7 4329.6 0.4

1841.0 3556 2.2 6.4 0.0 0.00 0.0 2945.6 3682.0 0.3 Rte 908 - Cottonwood Springs Oasis Parking

234 0.1 0.4 0.0 0.10 0.0 0.0 0.0 0.0 2021 1.3 3.6 0.0 0.00 0.0 0.0 0.0 0.0 1529 1.0 2.7 0.0 0.00 0.0 0.0 0.0 0.0 2733 1.7 4.9 0.0 0.00 0.0 0.0 0.0 0.0

533277 333 955 217448 0.7 284 316509 395622 39

497804 311 892 0.1 276 313505 391882 37

26.0 240

0.15 105.0

240.0 28.0 0.43

N:\Pavement Preservation\PWR 2009\Lake Mead\Roadway\

SUMMARY TABULATION SHEET - OPTION X

SURFACE

TREATMENT,

DESIGNATION 1C

BID ITEM NUMBER

PAVEMENT

MARKINGS, TYPE

H, SOLID

PAVEMENT

MARKINGS, TYPE

H, SOLID

EDGE LINES

WHITE LINES Rt.

& LT.

MICRO-

SURFACING,

TYPE 3

FLEXIBLE

PAVEMENT,

FULL DEPTH

PATCH, TYPE 2

TEMPORARY

TRAFFIC

CONTROL,

VEHICLE

POSITIONING

GUIDES

EMULSIFIED

ASPHALT, GRADE

CRS-2P DOUBLE YELLOW

LINES C.L.

CRACK,

CLEANING AND

SEALING

FOG SEAL,

EMULSIFIED

ASPHALT GRADE

CSS-1 OR CSS-

1H, SS-1 OR SS-

1H

MILES

W

ID

THMILE TO

MILE

LE

N

G

TH

B4B2

Rte 262 - South Cove Picnic Area Road Rte 425 - Temple Bar NPS Residence

NV

COMMENT

NPS

Rte 116 - Temple Bar Road (chip seal first)

Rte 261 - Pullouts (8 pullouts)

Rte 115 - Pearce Ferry Road

TOTAL

SHEETS

SHEET

NO.

REG. STATE PROJECT

154523

Fog Seal (Gal./ton) = Micro Surfacing application rate is (lbs/sqyd) =

9/28/09 9:36 AM

SUMMARY

TABULATION

NPS Package No.

Application Aspahlt Binder (Gal./sqyd) = One Applications of pavement marking

Fog Seal (Gal./sqyd) = Surface Treatment Aggregates (lbs./sqyd) = Application Asphalt Binder (Gal./ton) =

Pavement Markings (sqft/Gal.) =

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

Rte 990BZ - Temple Bar Maintenance Yard B

Material Application Rates and Weights Used for Estimating Purposes

TOTALS

Rte 237 - Cottonwood Cove Access Road Rte 237 - Pullouts ( 2 pullouts) Rte 257 Temple Bar Monkey Cove Road Rte 261 - South Cove Road

Rte 997 - Detrital Valley Parking

Rte 1003 - South Cove Overlook A Rte 1002 - South Cove Overlook B

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Text Box Revised 9/30/2009

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Text Box Amendment A001 Update estimated quantities for items 40910-0300, 40920-1000, 40940-1300, 42801-0150, 63401-1500, and 63505-1500

JOTR-PRES-2(09)

JOSHUA TREE NP

UNIT PLAN BID

15101-0000 LPSM ALL ALL

15401-0000 LPSM ALL ALL

15501-0000 LPSM ALL ALL

40910-0300 SQYD 841086 842000

40920-1000 TON 533 550

40940-1300 TON 1516 1525

41002-3000 SQYD 49196 50000

41105-0000 TON 20 20

41411-1000 MILE 15.9 16

42801-0150 SQYD 13 15

62201-0050 HOUR 20 20

62201-0450 HOUR 20 20

62301-0000 HOUR 40 40

63404-0200 GAL 3423 3450

63405-0050 EACH 38 50

63501-1000 LPSM ALL ALL

63502-0700 EACH 50 60

63504-1000 SQFT 461.5 500

63505-1500 MILE 51.2 52

63506-0500 HOUR 400 400

63506-0600 HOUR 150 150

FOG SEAL, EMULSIFIED ASPHALT GRADE CSS-1 OR CSS-1H, SS-1 OR SS-1H

PAVEMENT MARKINGS, TYPE B

BLOTTER

FLEXIBLE PAVEMENT, FULL DEPTH PATCH, TYPE 2

GENERAL LABOR

BACKHOE LOADER, 4 CUBIC FOOT MINIMUM RATED CAPACITY BUCKET, 18-INCH WIDTH

CRACK, CLEANING AND SEALING

PAVEMENT MARKINGS, SYMBOLS

NPS Package No. 1480529/28/09 2:39 PM

CONTRACTOR TESTING

THE FOLLOWING QUANTITIES ARE APPROXIMATE UNLESS NOTED AS A FINAL PAY ITEM. PAYMENT WILL BE MADE FOR THE ACTUAL QUANTITES OF WORK PERFORMED AND ACCEPTED OR FOR MATERIALS FURNISHED IN

ACCORDANCE WITH THE CONTRACT. CA

ESTIMATED

QUANTITIES REMARKS AND/OR DETERMINATION OF ESTIMATED

QUANTITY

REG. SHEET

NO.

TEMPORARY TRAFFIC CONTROL, VEHICLE POSITIONING GUIDES

TEMPORARY TRAFFIC CONTROL, FLAGGER

TEMPORARY TRAFFIC CONTROL, PILOT CAR

CONSTRUCTION SCHEDULE

SURFACE TREATMENT, DESIGNATION 1C

DUMP TRUCK, 5 CUBIC YARD MINIMUM CAPACITY

TEMPORARY TRAFFIC CONTROL, CONE

TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

TOTAL

SHEETS

STATE PROJECT

N:\Pavement Preservation\PWR 2009\Joshua Tree\Roadway\Plan Sheets\B-Summ\[RevisedJoshua Tree .xls]SUMMARY A

SUMMARY OF QUANTITIES

OPTION W

ITEM DESCRIPTIONITEM NO.

MOBILIZATION

EMULSIFIED ASPHALT, GRADE CRS-2P

TEMPORARY TRAFFIC CONTROL, TRAFFIC AND SAFETY SUPERVISOR

NPS B1

Per CO direction

B4

MICRO-SURFACING, TYPE 3

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Text Box Revised 9/30/2009

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40910-0300 40920-1000 40940-1300 41411-1000 42801-0150 63404-0200 63404-0200 63505-1500

GRADING D

Ft Ft SQYD TON TON MILE SQYD GAL GAL MILE

0 7.55 39864.0 24.0 106304 67 191 7.6 0.0 253 253 7.6 Rte 11 - Pinto Basin Road, north end 2667 2 5 0.0 0.0 0 2 0.0 Rte 11 - Pullouts (8 pullouts), north end

29.7 35.60 31152.0 30.0 103840 65 187 5.9 5.0 198 198 5.9 3667 3 7 0.0 0.0 0 3 0.0

0.0 27.51 145252.8 28.0 451898 283 810 0.0 0.0 922 922 27.5 27161 17 49 0.0 0.0 0 12 0.0

0.0 5.50 29040.0 22.0 70987 45 128 0.0 0.0 185 185 5.5 3489 3 7 0.0 0.0 0 2 0.0

0.0 1.51 7972.8 24.0 21261 14 39 0.0 0.0 51 51 1.5 3000 2 6 0.0 0.0 0 3 0.0

0.0 0.72 3801.6 19.0 8026 6 15 0.7 0.0 25 25 0.7

0.0 0.60 3168.0 14.0 4928 4 9 0.6 0.0 21 21 0.6

0.0 1.14 6019.2 26.0 17389 11 32 0.0 8.0 39 39 1.1

1000 1 2 0.0 0.0 0 1 0.0

0.0 0.29 1531.2 23.0 3914 3 8 0.0 0.0 0 0 0.3

0.0 0.47 2481.6 17.0 4688 3 9 0.0 0.0 0 0 0.5

834219 529 1504 14.8 13 1694 1717 51.2

26.0 240

0.15 105.0

240.0 28.0 0.43

N:\Pavement Preservation\PWR 2009\Joshua Tree\Roadway\P

COMMENT

NPS

SUMMARY TABULATION SHEET - OPTION W

SURFACE

TREATMENT,

DESIGNATION 1C

BID ITEM NUMBER

PAVEMENT

MARKINGS, TYPE

B

PAVEMENT

MARKINGS, TYPE

B

EDGE LINES

WHITE LINES Rt.

& LT.

FLEXIBLE

PAVEMENT,

FULL DEPTH

PATCH, TYPE 2

Rte 101 - Pullouts (9 pullouts)

CA

MILES

W

ID

THMILE TO

MILE

LE

N

G

TH EMULSIFIED

ASPHALT,

GRADE CRS-2P DOUBLE YELLOW

LINES C.L.

CRACK,

CLEANING AND

SEALING

FOG SEAL,

EMULSIFIED

ASPHALT GRADE

CSS-1 OR CSS-

1H, SS-1 OR SS-

1H

Fog Seal (Gal./sqyd) =

TOTALS

TOTAL

SHEETS

SHEET

NO.

REG. STATE PROJECT

B4B2

Rte 101 - Barker Dam Road

Rte 204 - Cottonwood Springs Road

148052

Fog Seal (Gal./ton) = Micro Surfacing application rate is (lbs/sqyd) =

9/28/09 2:39 PM

SUMMARY

TABULATION

NPS Package No.

Application Aspahlt Binder (Gal./sqyd) = One Applications of pavement marking

Pavement Markings (sqft/Gal.) =

Material Application Rates and Weights Used for Estimating Purposes

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

Rte 12 - Pullouts (41 pullouts)

Surface Treatment Aggregates (lbs./sqyd) = Application Asphalt Binder (Gal./ton) =

Rte 203AZ - Jumbo Rocks Campground Road

Rte 213 - 49 Palms Oasis Access Road Rte 211 - Sheep Pass Campground Road Rte 204 - Pullouts (3 pullouts)

TEMPORARY

TRAFFIC

CONTROL,

VEHICLE

POSITIONING

GUIDES

Rte 13 - Keys View Road

Rte 203ZZ - Jumbo Rocks Campground Loops

Rte 13 - Pullouts & Aprons (8 pullouts)

Rte 11 - Pinto Basin Road, south end Rte 11 - Pullouts (11 pullouts), south end Rte 12 - East West Highway

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Text Box Revised 9/30/2009

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Text Box Amendment A001 Update estimated quantities for items: 40910-0300, 40920-1000, 40940-1300, 41411-1000, 63404-0200, and 63505-1500.

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40910-0300 40920-1000 40940-1300 41002-3000 41411-1000 63404-0200 63405-0050

GRADING D

SQYD TON TON SQYD MILE GAL EACH

0.0 0 0 6050 0.9 0 4.0

0.0 0 0 2617 0.0 0 0.0

0.0 0 0 696 0.0 0 0.0

1841 1 3 0.0 0.0 0 2.0

0.0 0 0 1278 0.2 0 2.0

0.0 0 0 1178 0.0 0 0.0

0.0 0 0 2975 0.0 1 2.0

0.0 0 0 4627 0.0 0 1.0

Rte 914 West Entrance Station 1112 1 2 0.0 0.0 1 1.0

0.0 0 0 183 0.0 0 1.0

0.0 0 0 2335 0.0 2 3.0

2608 2 5 0.0 0.0 1 3.0

0.0 0 0 11276 0.0 2 4.0

0.0 0 0 1515 0.0 0 1.0

0.0 0 0 2005 0.0 1 0.0

0.0 0 0 5437 0.0 1 2.0

0.0 0 0 4509 0.0 1 4.0 461 0 1 0.0 0.0 0 0.0 696 0 1 0.0 0.0 0 1.0

0.0 0 0 1920 0.0 0 3.0

0.0 0 0 482 0.0 1 2.0

0.0 0 0 113 0.0 0 0.0 149 0 0 0.0 0.0 0 2.0

6867 4 12 49196 1.1 12 38

26.0 240

0.15 105.0

240.0 28.0 0.43

N:\Pavement Preservation\PWR 2009\Joshua Tree\Roadway\Plan Sheets\B-Summ\[R

Parking Areas

SUMMARY TABULATION SHEET - OPTION W

SHEET

NO.

TOTAL

SHEETS

PRA/NPS CO B3 B4

REG. STATE PROJECT

BID ITEM NUMBER

ROUTE NAME

SURFACE

TREATMENT,

DESIGNATION 1C

FOG SEAL,

EMULSIFIED

ASPHALT GRADE

CSS-1 OR CSS-

1H, SS-1 OR SS-

1H

EMULSIFIED

ASPHALT, GRADE

CRS-2P

MICRO-

SURFACING,

TYPE 3

PAVEMENT

MARKINGS, TYPE

B

PAVEMENT

MARKINGS,

SYMBOLSWHITE LINES

PARKING STALLS

CRACK,

CLEANING AND

SEALING

Rte 203ZZ Jumbo Rocks Campground Spaces Rte 902 Twin Tanks Backcountry Parking Rte 903 Two Deserts Meet Parking Rte 908 Cottownwood Springs Oasis Parking Rte 909 Bajada All Trail Parking Rte 911 Oyster Bar Trailhead Parking Rte 912 Ryan Mtn Trailhead Parking Crosswalk painted in blue Rte 913 Quail Springs Parking Area

Rte 915A Key's View Parking A Rte 915B Key's View Parking B Rte 917 49 Palms Oasis Rte 918 Hidden Valley Picnic Parking Rte 920 Mojave Plants Parking Rte 921 Hemmingways Parking Rte 922 Intersection Rock Parking Rte 923 Barker Dam Parking Rte 957 Barren or Bountiful Parking Rte 958 Ryan Ranch Parking Rte 959 Hall of Horrors Parking Rte 960AZ Jumbo Rocks Day Use Parking Rte 960AZ Skull Rock Trail Parking Rte 961 Key's View Handicap Parking

Option W TOTALS

148052

Material Application Rates and Weights Used for Estimating Purposes

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

CENTRAL FEDERAL LANDS HIGHWAY DIVISION

SUMMARY

TABULATION

Fog Seal (Gal./sqyd) = Fog Seal (Gal./ton) =

Application Aspahlt Binder (Gal./sqyd) =

Surface Treatment Aggregates (lbs./sqyd) =

9/28/09 2:39 PM NPS Package No.

Application Asphalt Binder (Gal./ton) = Pavement Markings (sqft/Gal.) =

One Application of pavement marking Micro Surfacing application rate is (lbs/sqyd) =

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Text Box Revised 9/30/2009

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Text Box Amendment A001 Update estimated quantities for items: 41411-1000

Inches SQFT Each M635-1 G20-2 36 x 18 4.5 4 M635-1 W20-1 48 x 48 16 4 M635-6, M635-7 W13-1 24 x 24 4 16 M635-6, M635-7 W20-4 48 x 48 16 4 M635-6 W20-7A 48 x 48 16 4

G20-4 36 x 18 4.5 4 G24-B 36 x 18 4.5 2 W8-7 30 x 30 6.25 16

Special 1 66 x 66 30.25 2

ITEM NO. UNIT OPTION W

63502-0700 Each 50 63505-1500 Mile 51.2 63506-0500 Hour 400 63506-0600 Hour 150

N:\Pavement Preservation\PWR 2009\Joshua Tree\Roadway\Plan Sheets\B-Summ\[RevisedJoshua Tree .xls]Traffice Control

OPTION W TOTAL

Temporary Traffic Control, Cone

NPS Package No.

Temporary Traffic Control, Vehicle Positioning U.S. DEPARTMENT OF TRANSPORTATION FEDERAL

HIGHWAY ADMINISTRATION CENTRAL FEDERAL LANDS

HIGHWAY DIVISION

TRAFFIC CONTROL QUANTITIES

461.5

60.5

148052

Economic Recovery

Item Number

MISCELLANEOUS

SUMMARIES

Temporary Traffic Control, Flagger Temporary Traffic Control, Pilot Car

DESCRIPTION

Loose Gravel

Panel SizeDrawing Reference Sign Message

Wait For Pilot Car

Temporary traffic control, construction signArea QuantityMUTCD Reference

TOTAL

SHEETS

SHEET

NO.

REG. STATE PROJECT

63504-1000

B4B4

NOTES

SQFT

CONSTRUCTION SIGN SUMMARY

NPS CA

OPTION W

Unit

64.0 64.0

100.0

18.0

64.0 64.0

18.0

9.0

End Road Work Road Work Ahead

Pilot Car Follow Me

25 MPH

One Lane Road Ahead

Flagger Symbol

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Text Box Amendment A001 Update estimated quantities for items: 63504-1000 and 63505-1500

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CENTRAL FEDERAL LANDS HIGHWAY DIVISION

12300 WEST DAKOTA AVENUE, SUITE 360

LAKEWOOD, COLORADO 80228

ATTENTION: LORI KLIETHERMES

1:

Remove and Replace Page A-1 of the solicitation. Reference was made to the Grand Canyon Pavement Preservation project.

PLANS

Remove and Replace Sheets A1 and A2 of Option X (Lake Mead). Project Length was corrected; pages changed to reflect the correction.

Remove and Replace Sheets B1 through B4 of Option W (Joshua Tree). Bid quantities changed/ calculations were corrected.

*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.)