Amendment_A002_AK_PRA_DENA_10(34).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)

A002 09/30/2013 N/A AK PRA DENA 10(34)

Eagle’s Nest Corner at MP 67.5

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

DTFH70-13-B-00010

9B. DATED (SEE ITEM 11)

08/01/2013

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).

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

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.)

AK PRA DENA 10(34), Eagle’s Nest Corner at MP 67.5

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. A002, dated September 30, 2013 AK PRA DENA 10(34) Solicitation No. DTFH70-13-B-00010 Eagle’s Nest Corner at MP 67.5

REVISIONS ARE AS FOLLOWS:

BID SCHEDULE

Page A-8 Revises quantity of Item 20401-0000 Roadway Excavation

Page A-9. Revises quantity of Item 20403-0000 Unclassified Borrow

PLANS

Plan sheet #B.1 Revises quantity of Item 20401-0000 Roadway Excavation Plan sheet #B.1 Revises quantity Item 20403-0000 Unclassified Borrow Plan sheet #C.1 Revises slopes on typical sections Plan sheet #D.1 Revises quantities in Table Plan sheet #D.2 Revises quantities

ENCLOSURES

Pages: A-7 through A-11

Plan Sheets:

B.1 C.1 D.1 and D.2

Notice to Bidders: Please submit revised pages A-7 through A-11 with your bid.

A - 7

Bidders 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 bid 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 a "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.

Bid Schedule

Project No:AK PRA DENA 10(34)

Project Name:Eagle's Nest Corner at MP 67.5

A - 8

Contract Quantity Pay Items

20103-0000 CLEARING AND GRUBBING

20401-0000 ROADWAY EXCAVATION

20403-0000 UNCLASSIFIED BORROW

Amendment Item No. Pay Item No. Description Quantity Unit Unit Price Amount

A001 A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0050 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE

ALL LPSM $___LPSM_____ $____________

A0070 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0090 15501-0000 CONSTRUCTION SCHEDULE

ALL LPSM $___LPSM_____ $____________

A0110 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

ALL LPSM $___LPSM_____ $____________

A001 A0130 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE , GOVERNMENT FURNISHED

1,070 LNFT $____________ $____________

A0150 15801-0000 WATERING FOR DUST CONTROL

104 MGAL $____________ $____________

A0170 20103-0000 CLEARING AND GRUBBING

600 SQYD $____________ $____________

A0190 20301-1900 REMOVAL OF PIPE CULVERT

2 EACH $____________ $____________

A0210 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS , CRIB WALL

ALL LPSM $___LPSM_____ $____________

A002 A0230 20401-0000 ROADWAY EXCAVATION

360 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 9

A002 A0250 20403-0000 UNCLASSIFIED BORROW

140 CUYD $____________ $____________

A0270 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

118 SQYD $____________ $____________

A0290 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A

107 SQYD $____________ $____________

A0310 25101-2000 PLACED RIPRAP, CLASS 2

20 CUYD $____________ $____________

A0330 25101-4000 PLACED RIPRAP, CLASS 4

45 CUYD $____________ $____________

A0350 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED

127 CUYD $____________ $____________

A0370 25501-0000 MECHANICALLY STABILIZED EARTH WALL

1,238 SQFT $____________ $____________

A0390 30419-0000 BENTONITE

451 TON $____________ $____________

A0410 30801-1000 ROADWAY AGGREGATE, METHOD 1 , GOVERNMENT FURNISHED

223 CUYD $____________ $____________

A001 A0420 31102-0000 STOCKPILED AGGREGATE (RECLAIMED ASPHALT PAVEMENT)

5,500.0 CUYD $____________ $____________

A0430 31102-0000 STOCKPILED AGGREGATE (SELECT BORROW)

6,500 CUYD $____________ $____________

A0450 31102-0000 STOCKPILED AGGREGATE (AGGREGATE SURFACING)

15,250 CUYD $____________ $____________

A0470 60201-1100 42-INCH PIPE CULVERT

120 LNFT $____________ $____________

A0490 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY

40 HOUR $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 10

A0510 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED CAPACITY

40 HOUR $____________ $____________

A0530 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE

20 HOUR $____________ $____________

A0550 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5 CUBIC YARD MINIMUM

CAPACITY

20 HOUR $____________ $____________

A0570 62301-0000 GENERAL LABOR

150 HOUR $____________ $____________

A0590 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

4 EACH $____________ $____________

A0610 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER, TYPE 42-INCH

100 EACH $____________ $____________

A0630 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0650 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

220 LNFT $____________ $____________

A0670 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

130.36 SQFT $____________ $____________

A0690 63509-1000 TEMPORARY TRAFFIC CONTROL, FLAGGER

1,000 FXHR $73.00 $73,000.00

A0710 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A0730 63703-0000 RESIDENTIAL HOUSING

2 EACH $____________ $____________

A0750 63704-0000 VEHICLE

2 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

A - 11

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Sheet and Description

SECTION C SECTION D SECTION E SECTION F SECTION G SECTION H SECTION I

TYPICAL

SECTIONS

PLAN &

PROFILE

EROSION

CONTROL

MATERIAL

SOURCES

MSE WALL

AND SPECIAL

ROCK

EMBANKMENT

DRAINAGE

TEMPORARY

TRAFFIC

CONTROL

ALLOWANCES

Bid

Schedule

A001 A0010 15101-0000 MOBILIZATION LPSM ALL

A0030 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0050 15301-0010 CONTRACTOR QUALITY CONTROL AND ASSURANCE LPSM ALL

A0070 15401-0000 CONTRACTOR TESTING LPSM ALL

A0090 15501-0000 CONSTRUCTION SCHEDULE LPSM ALL

A0110 15702-1000 SOIL EROSION CONTROL, TEMPORARY DIVERSION

CHANNEL LPSM All ALL

A001 A0130 15705-1500 SOIL EROSION CONTROL, SEDIMENT WATTLE,

GOVERNMENT FURNISHED LNFT 570 450 50 1,070

A0150 15801-0000 WATERING FOR DUST CONTROL MGAL 104 104

A0170 20103-0000 CLEARING AND GRUBBING SQYD 590 10 600 Contract Quantity

A0190 20301-1900 REMOVAL OF PIPE CULVERT EACH 2 2

A0210 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS, CRIB

WALL LPSM All ALL

A002 A0230 20401-0000 ROADWAY EXCAVATION CUYD 327 33 360 Contract Quantity

A002 A0250 20403-0000 UNCLASSIFIED BORROW CUYD 129 11 140 Contract Quantity

A0270 20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A SQYD 118 118

A0290 20701-1200 EARTHWORK GEOTEXTILE, TYPE IV-A SQYD 97 10 107

A0310 25101-2000 PLACED RIPRAP, CLASS 2 CUYD 17 3 20

A0330 25101-4000 PLACED RIPRAP, CLASS 4 CUYD 40 5 45

A0350 25201-1000 SPECIAL ROCK EMBANKMENT, MECHANICALLY-PLACED CUYD 117 10 127

A0370 25501-0000 MECHANICALLY STABILIZED EARTH WALL SQFT 1,228 10 1,238

A0390 30419-0000 BENTONITE TON 451 451

A0410 30801-1000 ROADWAY AGGREGATE, METHOD 1, GOVERNMENT

FURNISHED CUYD 213 10 223

A001 A0420 31102-0000 STOCKPILED AGGREGATE (RECLAIMED ASPHALT

PAVEMENT) CUYD 5,500.0 5,500.0

A0430 31102-0000 STOCKPILED AGGREGATE (SELECT BORROW) CUYD 6,500 6,500

A0450 31102-0000 STOCKPILED AGGREGATE (AGGREGATE SURFACING) CUYD 15,250 15,250

A0470 60201-1100 42-INCH PIPE CULVERT LNFT 108 12 120

A0490 62201-0250 DUMP TRUCK, 10 CUBIC YARD MINIMUM CAPACITY HOUR 40 40

A0510 62201-1000 WHEEL LOADER, 4 CUBIC YARD MINIMUM RATED

CAPACITY HOUR 40 40

A0530 62201-2850 MOTOR GRADER, 12 FOOT MINIMUM BLADE HOUR 20 20

A0550 62201-3200 HYDRAULIC EXCAVATOR, CRAWLER MOUNTED, 1.5

CUBIC YARD MINIMUM CAPACITY HOUR 20 20

A0570 62301-0000 GENERAL LABOR HOUR 150 150

A0590 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3 EACH 4 4

A0610 63502-1250 TEMPORARY TRAFFIC CONTROL, TUBULAR MARKER,

TYPE 42-INCH EACH 100 100

MileStone: Amendment A002 Amendment Review Date: 09/24/13 Report Date: 09/24/13

A M E N D

Line Item No.

Pay Item Number

SUMMARY OF QUANTITIES

-S ep -2

:5 A

M

Remarks and/or Determination of Estimated

Quantity Pay Item Description Unit

Estimated Quantities c:

\m yf ile s\ p w p ro d u ct io n \d d en a b a .x ls m

]S h ee t

STATE PROJECT

PRA DENA 10(34) B.1AK

NUMBER

SHEET

TYPICAL SECTIONS

1:3 1:2

NO SCALE

NOTE:

LC

Existing ground

Varies

Varies

14+86.47 to 15+50.00

12+00.00 to 13+42.65

TYPICAL SECTION

MAINLINE

13+42.65 to 14+86.47

TYPICAL SECTION

MAINLINE MSE WALL

FOOTNOTE:

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s

C o n s tr u c ti o n L im it s s ei r a V

Varies

C o n s tr u c ti o n L im it s

ROUNDING DETAIL

CUT SLOPE

10'-0"

B=5'-0"5'-0"

D

Original ground

D stake

Slope

C o n s tr u c ti o n l im it

NPS PMIS No. 182809A NPS Drwg. No. 184/80287

Varies Varies

MSE wall method 1, 8" depth

Roadway aggregate, Varies Varies

V a rie s 3

S lo p e s ta k e

.2

D

D

Variable 1

ROUNDING DETAIL

FILL SLOPE

Original ground

5'5'

C o n s tr u c ti o n l im it s

W Widening8'8' point grade Profile

Traveled way

W Widening8'8'

LC

Existing ground

Profile grade point method 1, 8" depth

Roadway aggregate, Traveled way

Do not perform slope rounding in rock or MSE wall limits.

(See FAR 52.236-4).

Construct slopes as shown in the Staking Report rounding distance proportionally.

reduce "B" to the cut height dimension and reduce the front slope rounding within clearing limit. For cut heights less than "B"

Cut and rounding details apply to all typical sections. Limit slope

3.

2.

1.

Slope as needed for stability. See Section G and Section 209.

See Sheets G.2 - G.4 for details.

plan and profile curve data.

Superelevate roadway on curves at the rate 'e' as indicated on the

1:2

Va rie s

Va rie s

Varies

Revised by Amendment 0022

C.1

STATE PROJECT

AK

PRA DENA 10(34)

P

M

S e p te m b e r

U

S S u r ft

D c m y fi le s p w p r o d u c ti o n d d e n a c a A .d g n

C J o r g e n s o

S m it h

C h e c k e d b y

D e s ig n e d b y

NPS PMIS No. 182809A NPS Drwg. No. 184/80287

TO EXISTING ROADWAY

CONNECTION DETAIL

Match to existing surface widening for MSE walls.

roadway, typical section widening, turnout widening, and

Quantities include leveling wedge for the transition to existing

Existing roadwayProposed roadway

TO EXISTING WIDENING

CONNECTION DETAIL

Match to existing surface method 1

Roadway aggregate, Existing widening

NOTE:

1.

AND CONNECTION DETAILS

PLAN QUANTITIES

TABULATION OF

6"

D ir e c ti o n o f tr a ff ic

Direction of traffic

Proposed roadway method 1 aggregate, Roadway

10'

2 Revised by Amendment 002

D.1

STATE PROJECT

S e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a d a A .d

J o r g e n s

S m

C h e c k e d b y

D e s ig n e d b

,3

.7

-1.4360%

,3

.2

-1.4360%

350' VC

K = 50

,3

.0

+5.

+5.

P C

.1

P T .1

P C .6

PT 14+64.34

CUYD

EXC.

CUYD

EMB.

12+00

3372 3372

3374 3374

3376 3376

3378 3378

3380 3380

3382 3382

13+00 14+00 15+00 16+00

N

Remove existing crib wall u lv e r t

R e m o v e e x is ti

.0 c u lv e r t

R e m o v e e x is ti

.1 p ip e c u lv e r t

I n s ta ll in

.3 p ip e c u lv e r t

I n s ta ll in

.6

FOOTNOTE:

NPS PMIS Drwg. 182809A NPS Drwg. No. 184/80287

CP

11604

R= 250.00'

T= 54.33'

L= 107.00'

D

D

R= 65.00' T= 99.05' L= 128.71' e= 6%

Line to be constructed

Construction limit

Existing ground

Profile grade

Install 42-inch culvert

Remove existing culvert

Install 42" culvert

Remove existing culvert

Existing edge of roadway embankment limit

Excavation and embankment, RT1 dissipator energy riprap

Install

Special ditch, LT

Special rock

Mechanically stabilized earth wall, RT (MSE)

0 13+42.65

.4

12+00.00 at MP 67.5

Eagles Nest Corner

AK PRA DENA 10(34)

BEGIN PROJECT

El 3379.76

E 1582689.864

N 3444857.350

15+50 at MP 67.5

Eagles Nest Corner

AK PRA DENA 10(34)

END PROJECT

El 3387.05

E 1582906.441

N 3444955.107

See Connection Detail, Sheet D.1.

See Sheet D.3 for Control Points.

See Section H. DRAINAGE.

See Section G. MSE WALL.

Special ditch, LT rock embankment

Special

Existing widening

CP 11601

Proposed edge of roadway

Revised by Amendment 002

D.2

STATE PROJECT

S e p te m b e r

U

S S u r ft m y fi le s p w p r o d u c ti o n d d e n a d b A .d

J o r g e n s

S m

C h e c k e d b y

D e s ig n e d b