A001_LOOP_Rd.pdf

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

1. CONTRACT ID CODE

N/A

PAGE

2. AMENDMENT/MODIFICATION NO. 3. EFFECTIVE DATE 4. REQUISITION/PURCHASE NO. 5. PROJECT NO. (If applicable)

A001 April 2, 2010 N/A ID PRA-CRMO 10(2)

LOOP ROAD, PHASE 2

6. ISSUED BY CODE N/A 7. ADMINISTERED BY (If other than Item 6) CODE N/A

Department of Transportation Federal Highway Administration 610 East Fifth Street Vancouver WA 98661-3801

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and Zip Code) 9A. AMENDMENT OF SOLICITATION NO.

X DTFH70-09-B-00018

9B. DATED (SEE ITEM 11)

March 15, 2010

10A. MODIFICATION OF CONTRACT/ORDER NO.

N/A

10B. DATED (SEE ITEM 13)

CODE: N/A FACILITY CODE: N/A

N/A

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

| X | The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

(__ ) is extended, ( x ) is not extended.

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended, by one of the following methods:

(a) By completing Items 8 and 15, and returning 1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted; or (c) By separate letter or telegram which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGMENT TO BE RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR OFFER. If by virtue of this amendment you desire to change an offer already submitted, such change may be made by telegram or letter, provided each telegram or letter makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

12. ACCOUNTING AND APPROPRIATION DATA (If required)

N/A

13. THIS ITEM APPLIES ONLY TO MODIFICATIONS OF CONTRACTS/ORDERS,

IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

A THIS CHANGE ORDER IS ISSUED PURSUANT TO (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT ORDER NO. IN

ITEM 10A.

N/A

B THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (Such as changes in paying office, appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

N/A

C THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

N/A

D OTHER (Specify type of modification and authority) N/A

E. IMPORTANT: Contractor n/a is not, n/a is required to sign this document and return n/a copies to the issuing office.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

ID PRA-CRMO 10(2), LOOP ROAD, PHASE 2

See page 2 for revisions.

Except as provided herein, all terms and conditions of the document referenced in Item 9A or 10A, as heretofore changed, remains unchanged and in full force and effect.

15a. NAME AND TITLE OF SIGNER (Type or print) 15a. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)

N/A

15B. CONTRACTOR/OFFEROR 15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 16C. DATE SIGNED

BY_________________________________________ BY N/A___________________________ N/A (Signature of person authorized to sign) (Signature of Contracting Officer)

NSN 7540-01-152-8070

PREVIOUS EDITION NOT USABLE

30-105 STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

Amendment No. A001, dated 4/2/10 ID PRA CRMO 10(2) Solicitation No. DTFH70-09-B-00018 Loop Road, Phase 2

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8. Revises Item 20401-0000 Roadway Excavation quantity Page A-9 Revises Item.20430-1000 Shoulder, Excavation and Placement

CONTRACT CLAUSES

PLANS

Plan sheet #B.1 Revises Item 20401-0000 Roadway Excavation quantity

Plan sheet #B.1 Revises Item.20430-1000 Shoulder, Excavation and Placement

Plan sheet #H.1 Revised format

ENCLOSURES

Pages:

A-7 through A-13

Plan Sheets:

B.1 H.1

Notice to Bidders: Please submit revised pages A-7 through A-13 with your bid.

Project: ID PRA-CRMO 10(2)

LOOP ROAD, PHASE 2

Bidder please note: Before preparing the bid, carefully read the Solicitation Provisions.

Insert a unit bid price, in figures, for each pay item for which a quantity appears in the bid schedule. Multiply the unit price by the quantity for each pay item and show the amount bid.

Should any mathematical check made by the Government show a mistake in the amount bid, the Amount Bid for the item will be based on the Unit Bid Price.

When "LPSM" (Lump Sum) appears as a unit bid price, insert an amount for each lump sum pay item.

When a sum based on a fixed rate appears for any pay item in the amount bid column, include the Government inserted amount bid for the item in the total bid amount.

Total the amounts bid for all pay items and insert the total bid amount.

A- 7

Bid Schedule

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 $___________________

15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL Lump Sum $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15501-0000 CONSTRUCTION SCHEDULE

ALL Lump Sum $___________________

Project: ID PRA-CRMO 10(2)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

A- 8

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE

LNFT $_______________ $___________________

15801-0000 WATERING FOR DUST CONTROL

MGAL $_______________ $___________________

20102-0000 CLEARING AND GRUBBING

ALL Lump Sum $___________________

20301-0500 REMOVAL OF CATCH BASIN

EACH $_______________ $___________________

20301-1900 REMOVAL OF PIPE CULVERT

EACH $_______________ $___________________

20301-2400 REMOVAL OF SIGN

EACH $_______________ $___________________

20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

4,800

LNFT $_______________ $___________________

20302-1600 REMOVAL OF PAVED WATERWAY , ASPHALT

LNFT $_______________ $___________________

20303-3000 REMOVAL OF SIDEWALK, ASPHALT

1,570

SQYD $_______________ $___________________

20303-3200 REMOVAL OF SIDEWALK, CONCRETE

SQYD $_______________ $___________________

20315-0000 SAWCUTTING PAVEMENT

1,260

LNFT $_______________ $___________________

20401-0000 ROADWAY EXCAVATION

6,075

CUYD $_______________ $___________________

Project: ID PRA-CRMO 10(2)

LOOP ROAD, PHASE 2

Bid Schedule A leeann.bush Typewritten Text Revised by leeann.bush Typewritten Text Amend A001

Estimated Quantity Unit Bid Price Amount Bid

A- 9

20430-1000 SHOULDER, EXCAVATION AND PLACEMENT

20,950

LNFT $_______________ $___________________

20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

SQYD $_______________ $___________________

21101-1000 ROADWAY OBLITERATION, METHOD 1

SQYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

20.0

CUYD $_______________ $___________________

25101-5000 PLACED RIPRAP, CLASS 5 , LAVA ROCK

1,000

CUYD $_______________ $___________________

25120-2000 RIPRAP DITCH, CLASS 2

LNFT $_______________ $___________________

30801-1000 ROADWAY AGGREGATE, METHOD 1

CUYD $_______________ $___________________

31001-0000 RECYCLED AGGREGATE BASE

52,000

SQYD $_______________ $___________________

40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM SIZE

AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE V

8,530

TON $_______________ $___________________

41101-1000 PRIME COAT, GRADE CMS-2

TON $_______________ $___________________

41105-0000 BLOTTER

TON $_______________ $___________________

41201-1000 TACK COAT GRADE CSS-1, CSS-1H, SS-1, OR SS-1H

23.0

TON $_______________ $___________________

Project: ID PRA-CRMO 10(2)

LOOP ROAD, PHASE 2

Bid Schedule A leeann.bush Typewritten Text Revised by leeann.bush

Amend A001

Estimated Quantity Unit Bid Price Amount Bid

A- 10

60201-0600 18-INCH PIPE CULVERT , PLASTIC

LNFT $_______________ $___________________

60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60404-0000 CATCH BASIN

EACH $_______________ $___________________

60802-0500 PAVED WATERWAY, TYPE 5

LNFT $_______________ $___________________

60901-0400 CURB, CONCRETE, 6-INCH DEPTH

15,950

LNFT $_______________ $___________________

60901-1300 CURB, CONCRETE, 15-INCH DEPTH

LNFT $_______________ $___________________

60902-1000 CURB AND GUTTER, CONCRETE, 12-INCH DEPTH

5,065

LNFT $_______________ $___________________

61501-0100 SIDEWALK, CONCRETE

1,966

SQYD $_______________ $___________________

62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

HOUR $_______________ $___________________

62201-0850 WHEEL LOADER, 1 CUBIC YARD MINIMUM RATED CAPACITY

HOUR $_______________ $___________________

62201-3400 HYDRAULIC EXCAVATOR, 1 CUBIC YARD MINIMUM CAPACITY WITH

THUMB ATTACHMENT

HOUR $_______________ $___________________

62301-0000 GENERAL LABOR

HOUR $_______________ $___________________

Project: ID PRA-CRMO 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 11

62405-0200 PLACING CONSERVED TOPSOIL, 3-INCH DEPTH

2,600

SQYD $_______________ $___________________

63301-0000 SIGN SYSTEM

EACH $_______________ $___________________

63316-1000 REMOVE AND RESET SIGN

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER , TYPE 1

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER , TYPE 2

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER , TYPE 3

EACH $_______________ $___________________

63318-1000 SNOWPOLE HOLDER , TYPE 4

EACH $_______________ $___________________

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , YELLOW, 4-INCH WIDE

29,750

LNFT $_______________ $___________________

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , WHITE, 4-INCH WIDE

5,800

LNFT $_______________ $___________________

63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID , 12-INCH WIDE, STOP BAR

LNFT $_______________ $___________________

63401-0400 PAVEMENT MARKINGS, TYPE B, BROKEN YELLOW, 4-INCH WIDE

LNFT $_______________ $___________________

63405-0550 PAVEMENT MARKINGS, TYPE B, STRAIGHT ARROW , WHITE

EACH $_______________ $___________________

Project: ID PRA-CRMO 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 12

63405-0850 PAVEMENT MARKINGS, TYPE B, ACCESSIBILITY SYMBOL , WHITE

EACH $_______________ $___________________

63502-0400 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 1

EACH $_______________ $___________________

63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

EACH $_______________ $___________________

63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

EACH $_______________ $___________________

63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

EACH $_______________ $___________________

63502-1700 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE C

EACH $_______________ $___________________

63503-1000 TEMPORARY TRAFFIC CONTROL, PLASTIC FENCE

1,050

LNFT $_______________ $___________________

63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

300.00

SQFT $_______________ $___________________

63506-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

HOUR $_______________ $___________________

63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

FIX HR RATE 53.00 15,900.00

63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

EACH $_______________ $___________________

Project: ID PRA-CRMO 10(2)

Estimated Quantity Unit Bid Price Amount Bid

A- 13

64620-0600 REMOVE AND RESET TRASH RECEPTACLE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: ID PRA-CRMO 10(2)

PLAN SHEET SECTION -------->> C. D. E. F. G. H. I. . J. K. M. N.

Typical North Devil's Inferno Spatter Tree Rehab. Drainage Erosion Temporary Permanent

Sections Crater Orchard Cone Cone Molds Control Traffic Traffic BID

ITEM DESCRIPTION UNIT Trail Control Control PLAN SCHEDULE

15101-0000 MOBILIZATION LPSM ALL ALL

15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL ALL

15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL ALL

15401-0000 CONTRACTOR TESTING LPSM ALL ALL

15501-0000 CONSTRUCTION SCHEDULE LPSM ALL ALL

15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE LNFT 252 252 300

15801-0000 WATERING FOR DUST CONTROL MGAL 100

20102-0000 CLEARING AND GRUBBING LPSM ALL ALL

20301-0500 REMOVAL OF CATCH BASIN EACH 1 1 2 2

20301-1900 REMOVAL OF PIPE CULVERT EACH 1 1 2 2

20301-2400 REMOVAL OF SIGN EACH 1 2 3 3

20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE LNFT 337 854 473 1116 1908 4688 4,800

20302-1600 REMOVAL OF PAVED WATERWAY , ASPHALT LNFT 88 16 198 302 310

20303-3000 REMOVAL OF SIDEWALK, ASPHALT SQYD 211 153 455 673 1492 1,570

20303-3200 REMOVAL OF SIDEWALK, CONCRETE SQYD 292 292 350

20315-0000 SAWCUTTING PAVEMENT LNFT 240 50 186 90 125 504 1195 1,260

20401-0000 ROADWAY EXCAVATION CUYD 1899 54 916 83 521 2547 6020 6,100 1/

20430-1000 SHOULDER, EXCAVATION AND PLACEMENT LNFT 3380 400 1551 120 1117 14272 20840 20,950 1/

20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A SQYD 27 27 50

21101-1000 ROADWAY OBLITERATION, METHOD 1 SQYD 372 121 493 500

25101-2000 PLACED RIPRAP, CLASS 2 CUYD 18.3 18.3 20.0

25101-5000 PLACED RIPRAP, CLASS 5 , LAVA ROCK CUYD 988 988 1,000

25120-2000 RIPRAP DITCH, CLASS 2 LNFT 75 75 75

30801-1000 ROADWAY AGGREGATE, METHOD 1 CUYD 500 500 500

31001-0000 RECYCLED AGGREGATE BASE SQYD 22099 959 3601 1021 3407 20763 * 51850 52,000

40101-1000 SUPERPAVE PAVEMENT, 3/4-INCH NOMINAL MAXIMUM

SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL , TYPE V TON 3591 155 583 240 552 3364 * 8485 8,530

41101-1000 PRIME COAT, GRADE CMS-2 TON 23 1.0 3.8 1.5 3.5 21.6 * 54 60

41105-0000 BLOTTER TON 166 7 27 11 26 156 * 393 400

1/ Revised by Amendment A001

PMIS Pkg. No.: 4252 Drwg. No.: 138/41903

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PRA-CRMO 10(2) B.1ID

[c r0 b a.

xl s]

S h ee t -M ar -2

:0

Jo h n F

A ce rb i

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

TABULATION OF QUANTITIES

FOR TREE MOLDS

H.1

STATE PROJECT

SHEET

NUMBER

ID

PRA CRMO 10(2)

D

A T

E

F

IL

E

C

M y f il e s \P

W

P r o d u c ti o n

\d m s

\c m h l1

.d g n C h e c k e d b y

D e s ig n e d b y leeann.bush Typewritten Text Format revised by Amendment A001 leeann.bush