Amendment A005_CoffmanCove_AK PFH44(7).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)

A005 6/2/2009 N/A Coffman Cove SATOC

IDIQ

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-R-00015

9B. DATED (SEE ITEM 11)

05/16/2009

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.)

Coffman Cove SATOC IDIQ

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. A005, dated 6/2/09 Coffman Cove SATOC IDIQ Solicitation No. DTFH70-09-R-00015

REVISIONS ARE AS FOLLOWS:

AK PFH 44(7) USFS 3030 Road Clean Up

SPECIAL CONTRACT REQUIREMENTS

Page F-7, Subsection 308.02 Material. Deletes Subsection.

Page F-7, Subsection 308.06 Acceptance. Revises Subsection and adds table

Page F-8, Subsection 311.01. Revises Subsection

PLANS

Plan sheet #B.1 Adds Bid Item 30801-1000, Roadway aggregate, method 1 Plan sheet #B.1 Revises quantity for Bid 31102-0000 Stockpiled aggregate

(crushed aggregate) Plan sheet #B.2 Revises formatting Plan sheet #G.1 Revises quantity of Bid Item 31101-0000 Stockpiled aggregate

(crushed aggregate)

PLANS - PEN AND INK CHANGES

Please make the following pen & ink changes:

All plan sheets except A.1. Revise project number in upper right corner box to “PFH

44(7)” from “PFH 44-1(7)”.

Plan sheet #A.3. Revise project name/number in Begin/End Project calls to

“USFS 3030 Road” instead of “FS Road 3030”.

Revise project name/number in Begin/End Project calls to “AK

PFH 44(7)” instead of “AK PFH 44-1(7)”.

Plan sheet #C.2, D.1, F.1, G.2, G.4, I.2, and J.1 Revise project name on all call outs to “USFS 3030 Road” instead of “FS Road 3030”.

ENCLOSURES

Pages: F-7 and F-8

Plan Sheets: B.1, B.2 and G.1

Pages not included due to Pen and Ink changes: All sheets except A.1, B.1, B.2, and G.1

F-7

Special Contract Requirements Project: AK PFH 44(7), USFS 3030, Clean Up

Section 308.— MINOR CRUSHED AGGREGATE

Description

308.01 Delete the text of this Subsection and substitute the following:

This work consists of furnishing and placing crushed aggregate as a roadway aggregate course.

Construction Requirements

308.03 Prepare Surfacing. Delete the text of this Subsection:

308.04 Placing Crushed Aggregate. Add the following before the first paragraph:

Place crushed aggregate at locations along the USFS 3030700 Road network at locations designated by the CO. Place aggregate at a compacted depth of 100 millimeters at a width that matches the existing roadway. Placement is anticipated to occur up to 11 kilometers from the USFS 3030 Road intersection.

308.06 Acceptance. Delete the text of this Subsection and substitute the following:

See Table 308-1 for sampling and testing requirements

Crushed aggregate will be evaluated under Subsections 106.02 and 106.04.

Table 308-1

Sampling and Testing Requirements

Material or Product

Type of Acceptance (Subsection) Characteristic Category

Test Methods Specifications

Sampling Frequency

Point of Sampling

Split Sample

Reporting Time

Crushed Aggregate

Measured and tested for conformance (106.04) Gradation -

AASHTO T27

& T11

1 per 500 cubic meters

From crusher belt Yes 4 hours

Fractured faces - ASTM D 5821 - - - -

Liquid limit -

AASHTO T89,

Method A &

T87 - - - -

Plasticity index - AASHTO T90 - - - -

Revised by Amendment A005

F-8

Special Contract Requirements Project: AK PFH 44(7), USFS 3030, Clean Up

03M02/13/07

Section 311.— STOCKPILED AGGREGATE

(ADDED SECTION)

Description

311.01 This work consists of producing and placing aggregate in a stockpile at the B1 Material Source for use on future task orders.

Material

311.02 Conform to the following Subsections:

Crushed Aggregate 703.06 Permeabel Backfill 703.04

Construction Requirements

311.03 Stockpile Site. Identify stockpile sites at the B1 Material Source for approval by the CO prior to completing any work. Prepare the stockpile site as necessary to accommodate the quantity of aggregate to be stockpiled. Prepare the site as follows:

(a) Grade and shape the site to a uniform cross-section that drains;

(b) Compact the floor of the site with at least three passes using compaction equipment conforming to Subsection 204.11; and

(c) Place, compact, and maintain a minimum 150-millimeter layer of crushed aggregate over the stockpile site.

311.04 Stockpile. Obtain Site approval before stockpiling aggregates. Make the stockpiles neat and regular in shape. Make the side slopes no flatter than 1:1.5.

Build the stockpiles in layers not to exceed 1 meter in thickness. Complete each layer before depositing aggregates in the next layer.

Construct stockpile layers by spreading aggregates with trucks or other approved pneumatic-tired equipment. Do not push aggregates into piles.

Do not dump the aggregate so any part of it runs down and over the lower layers in the stockpile.

Do not drop aggregates from a bucket or spout in one location to form a cone-shaped pile.

Do not stockpile aggregate where traffic runs through the piles. When operating trucks on stockpiles, use plank runways, where required, to avoid tracking dirt or other foreign matter onto the stockpiled material.

Revised by Amendment A005

PLAN SHEET SECTION -------->> SECTION C SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J

TYPICAL APPROACH EROSION MATL. AND DRAINAGE TEMPORARY PERMANENT

SECTIONS ROADS CONTROL WASTE TRAFFIC TRAFFIC BID

ITEM DESCRIPTION UNIT AREAS CONTROL CONTROL PLAN SCHEDULE

15101-0000 Mobilization LPSM ALL ALL

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PFH 44(7) B.1AK

B W

A C K E R

/2

NUMBER

SHEET

15101 0000 Mobilization LPSM ALL ALL

15201-0000 Construction survey and staking LPSM ALL ALL

15217-1000 Survey and staking, miscellaneous (two man crew) Hour 40.0

15501-0000 Construction schedule LPSM ALL ALL

15702-1000 Soil erosion control, temporary diversion channel LPSM ALL ALL

15705-0100 Soil erosion control, silt fence m 356.0 356.0 375.0

15705-1500 Soil erosion control, sediment wattle m 50.0 50.0 55.0

15801-0000 Watering for dust control m3 900

20303-1600 Removal of pavement, asphalt m2 1699 1699 1,850

20401-0000 Roadway excavation (unsuitable material) m3 896.0 896.0 1,000.0

20401-0000 Roadway excavation (shot rock) m3 19473.0 19473.0 21,000.0

25101 4000 Placed riprap class 4 (riprap headwall) m3 37 8 37 8 37 8 (CQ)

STATE PROJECT

PFH 44(7) B.1AK

C V O

E R M

A N

S /2

B W

A C K E R

/2

C h ec ke d b y:

NUMBER

SHEET

25101-4000 Placed riprap, class 4 , (riprap headwall) m3 37.8 37.8 37.8 (CQ)

30302-5000 Aggregate surface reconditioning , (remove and replace) m 190.0 7.0 197.0 220.0

30801-1000 Roadway aggregate, method 1 m3 11500.0

31102-0000 Stockpiled aggregate (permeable backfill) m3 10000.0 10000.0 10,000.0

31102-0000 Stockpiled aggregate (crushed aggregate) m3 3500.0 3500.0 3,500.0

60201-0600 450mm pipe culvert m 14.5 14.5 16.0

60201-0800 600mm pipe culvert m 38.5 38.5 41.0

60201-2000 2400mm pipe culvert m 20.9 20.9 21.0

62201-0200 Dump truck, 8 cubic meter minimum capacity Hour 40.0

62201-0950 Wheel loader, 3 cubic meter minimum rated capacity Hour 40.0

STATE PROJECT

PFH 44(7) B.1AK

ar y of

-J u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

62201-3400 Hydraulic excavator, 1.1 cubic meter minimum capacity with thumb attachment Hour 40.0

62301-0000 General labor Hour 40.0

62503-0000 Turf establishment slry 80.00 80.00 80.00

63302-0000 Sign system m2 1.62 1.62 1.75

63502-0500 Temporary traffic control, barricade type 2 Each 22 22 22

63502-0600 Temporary traffic control, barricade type 3 Each 4 4 4

(CQ) means Contract Quantity

STATE PROJECT

PFH 44(7) B.1AK

w ay s\

FH

W A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \S u m m ar u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

Revised by Amendment A005

STATE PROJECT

PFH 44(7) B.1AK

F:

\h ig h w ay s\

FH

W

A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \S u m m ar u n -2

:3 P

M C V O

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A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

PLAN SHEET SECTION -------->> SECTION C SECTION E SECTION F SECTION G SECTION H SECTION I SECTION J

TYPICAL APPROACH EROSION MATL. AND DRAINAGE TEMPORARY PERMANENT

SECTIONS ROADS CONTROL WASTE TRAFFIC TRAFFIC BID

ITEM DESCRIPTION UNIT AREAS CONTROL CONTROL PLAN SCHEDULE

63502-0900 Temporary traffic control, cone, type 700mm Each 80 80 80

ESTIMATED QUANTITIES

SUMMARY OF QUANTITIES

STATE PROJECT

PFH 44(7) B.2AK

B W

A C K E R

/2

NUMBER

SHEET

63502 0900 Temporary traffic control, cone, type 700mm Each 80 80 80

63502-1500 Temporary traffic control, warning light type A Each 12 12 12

63502-1700 Temporary traffic control, warning light type C Each 10 10 10

63504-1000 Temporary traffic control, construction sign m2 26.08 26.08 28.00

63509-1000 Temporary traffic control, flagger Fix hr rate 960 960 960

63704-0000 Vehicle Each 2

64630-1000 Roadside development , (waste area) LPSM ALL ALL

STATE PROJECT

PFH 44(7) B.2AK

C V O

E R M

A N

S /2

B W

A C K E R

/2

C h ec ke d b y:

NUMBER

SHEETSTATE PROJECT

PFH 44(7) B.2AK

ar u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEETSTATE PROJECT

PFH 44(7) B.2AK

w ay s\

FH

W A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \S u m m ar u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

Reformated by Amendment A005

STATE PROJECT

PFH 44(7) B.2AK

F:

\h ig h w ay s\

FH

W

A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \S u m m ar u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

MATERIAL SOURCE AND WASTE AREA QUANTITIES

STATE PROJECT

PFH 44(7) G.1AK

B W

A C K E R

/2

NUMBER

SHEET

10,000.0 m3 3,500.0 m3

All LPSM

Quantity

Stockpiled aggregate (crushed aggregate) 64630-1000 Roadside development, (waste area)

MATERIAL SOURCE AND WASTE AREA QUANTITIES

Item Number Description Unit

31102-0000 Stockpiled aggregate (permeable backfill) 31102-0000

STATE PROJECT

PFH 44(7) G.1AK

C V O

E R M

A N

S /2

B W

A C K E R

/2

C h ec ke d b y:

NUMBER

SHEETSTATE PROJECT

PFH 44(7) G.1AK

d u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

SHEET

Stockpile aggregate within the B1 material source as approved by the CO.

FOOTNOTE:

STATE PROJECT

PFH 44(7) G.1AK

w ay s\

FH

W A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \M at er ia l a n u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

TABULATION OF MATERIAL

SOURCE AND WASTE AREA

QUANTITIES

SHEET

Revised by Amendment A005

STATE PROJECT

PFH 44(7) G.1AK

F:

\h ig h w ay s\

FH

W

A \C of fm an p av in g \0

D

S D

C \A

F0 \D es ig n \M at er ia l a n u n -2

:3 P

M C V O

E R M

A N

S /2

B W

A C K E R

/2

D es ig n ed b y:

C h ec ke d b y:

NUMBER

TABULATION OF MATERIAL

SOURCE AND WASTE AREA

QUANTITIES