PRISM SF 30 Amend 002.pdf

(x)

DTFH7112B00018

x x

0 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 ACKNOWLEDGEMENT 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.

x

Sterling VA 20166-6511

EFLHD-CO

21400 Ridgetop Circle Construction Office Eastern Federal Lands Highway Div.

Federal Highway Administration

Sterling VA 20166-6511

EFLHD-AC

21400 Ridgetop Circle Acquisitions Office Eastern Federal Lands Highway Div.

Federal Highway Administration

ERFO-DEWA14(15)04/20/2012002

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

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

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

03/23/2012

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation date, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

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

ORDER NO. IN ITEM 10A.

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

The purpose of this Amendment is to:

1) Replace the Solicitation B Pages to correct the quantities for subexcavation and cedar rail fence bid items.

2) Revise the Special Contract Requirements (J-pages) as follows.

a) Section 256 to add ground anchor submittal requirements.

b) Section 565 to add drilled shaft submittal requirements.

3) Revise the Plans to modify the tabulation of quantities, modify the earthwork summary for subexcavation, and remove the geocomposite sheet drain requirements.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) Bid Opening Date and time will be changed from April 24, 2012 at 2:00 pm EST to

April 26, 2012 at 2:00 pm EST.

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

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

(Signature of person authorized to sign) (Signature of Contracting Officer)

STANDARD FORM 30 (REV. 10-83)

Prescribed by GSA

FAR (48 CFR) 53.243

NSN 7540-01-152-8070

Previous edition unusable

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

Amendment No. 002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Project ERFO-DEWA 14(15)

Delaware Water Gap National Recreation Area MP 15.3 Slide Repair

Solicitation: DTFH71-12-B-00018

The purpose of this Amendment is to:

1) Replace the Solicitation B Pages to correct the quantities for subexcavation and cedar rail fence bid items.

2) Revise the Special Contract Requirements (J-pages) as follows.

a) Section 256 to add ground anchor submittal requirements.

b) Section 565 to add drilled shaft submittal requirements.

3) Revise the Plans to modify the tabulation of quantities, modify the earthwork summary for subexcavation, and remove the geocomposite sheet drain requirements.

4) Provide a summary of responses to questions/clarifications asked by potential bidders.

5) Bid Opening Date and time will be changed from April 24, 2012 at 2:00 pm EST to April 26, 2012 at 2:00 pm EST.

Solicitation Provision changes

1. Delete the Solicitation Bid Schedule pages B-1 through B-5, and substitute the amended Bid

Schedule pages B-1 through B-5.

Special Contract Requirement changes

1. Add the following to Subsection 256.03 of the Special Contract Requirements, page J-19:

Provide submittals for each ground anchor that are sealed and stamped by the on-site professional, an independent testing agency, or a third party inspector.

2. Add the following to Subsection 565.03(a)(3) of the Special Contract Requirements, page J- 25:

Provide submittals for each drilled shaft that are sealed and stamped by the on-site professional, an independent testing agency, or a third party inspector.

Plan Sheet changes

1. Delete Plan Sheets C01, C03, R09, and R10, and substitute the amended Plan Sheets C01, C03, R09, and R10.

Project: ERFO-DEWA 14(15)

DELAWARE WATER GAP NATIONAL RECREATION AREA

B- 1 AMENDMENT 002

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 $___________________

15401-0000 CONTRACTOR TESTING

ALL Lump Sum $___________________

15705-0100 SOIL EROSION CONTROL, SILT FENCE

2,100

LNFT $_______________ $___________________

15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ENTRANCE

EACH $_______________ $___________________

20101-0000 CLEARING AND GRUBBING

1.1

ACRE $_______________ $___________________

20220-1000 REMOVAL, INDIVIDUAL TREE

EACH $_______________ $___________________

20301-1200 REMOVAL OF HEADWALL

EACH $_______________ $___________________

20302-1200 REMOVAL OF GUARDRAIL

LNFT $_______________ $___________________

20302-2100 REMOVAL OF PIPE CULVERT

LNFT $_______________ $___________________

20303-1600 REMOVAL OF PAVEMENT, ASPHALT (11-INCH DEPTH)

2,750

SQYD $_______________ $___________________

Project: ERFO-DEWA 14(15)

Bid Schedule A

Pay Item No.

Estimated Quantity Unit Bid Price Amount Bid

B- 2 AMENDMENT 002

20303-2300 REMOVAL OF PAVEMENT, CONCRETE (10-INCH DEPTH)

2,250

SQYD $_______________ $___________________

20303-3600 REMOVAL OF WALL (REMOVE EXISTING LAGGING)

SQYD $_______________ $___________________

20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (REMOVE EXISTING

PILES)

ALL Lump Sum $___________________

20315-0000 SAWCUTTING PAVEMENT

LNFT $_______________ $___________________

20402-0000 SUBEXCAVATION

1,100

CUYD $_______________ $___________________

20420-0000 EMBANKMENT CONSTRUCTION

2,000

CUYD $_______________ $___________________

20435-1000 BACKFILL, SELECT GRANULAR

CUYD $_______________ $___________________

20701-0100 EARTHWORK GEOTEXTILE, TYPE I-A

1,820

SQYD $_______________ $___________________

20701-1000 EARTHWORK GEOTEXTILE, TYPE III-A

4,200

SQYD $_______________ $___________________

25101-2000 PLACED RIPRAP, CLASS 2

CUYD $_______________ $___________________

25602-0000 GROUND ANCHOR

8,540

LNFT $_______________ $___________________

25605-0000 PERFORMANCE TEST

EACH $_______________ $___________________

Project: ERFO-DEWA 14(15)

Estimated Quantity Unit Bid Price Amount Bid

B- 3 AMENDMENT 002

30102-0300 AGGREGATE BASE GRADING C, 8-INCH DEPTH

1,600

SQYD $_______________ $___________________

30102-0400 AGGREGATE BASE GRADING C, 10-INCH DEPTH

2,750

SQYD $_______________ $___________________

40201-0100 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A,

GRADING A

1,400

TON $_______________ $___________________

40201-1000 HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, CLASS A,

GRADING D

TON $_______________ $___________________

55101-1900 STEEL H-PILES 14 X 89, IN PLACE

7,320

LNFT $_______________ $___________________

55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

CUYD $_______________ $___________________

55212-0000 CLEAN CONCRETE SURFACE (GRAFFITI GUARD)

6,100

SQFT $_______________ $___________________

55215-0000 CONCRETE COLOR FINISH

6,100

SQFT $_______________ $___________________

55501-0000 STRUCTURAL STEEL

ALL Lump Sum $___________________

56501-0200 DRILLED SHAFTS, 24-INCH DIAMETER

6,100

LNFT $_______________ $___________________

60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

EACH $_______________ $___________________

60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT

EACH $_______________ $___________________

Project: ERFO-DEWA 14(15)

Estimated Quantity Unit Bid Price Amount Bid

B- 4 AMENDMENT 002

60103-0140 CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT (WALL MODIFIED)

EACH $_______________ $___________________

60201-0600 18-INCH PIPE CULVERT

LNFT $_______________ $___________________

60201-0800 24-INCH PIPE CULVERT

LNFT $_______________ $___________________

60403-1900 INLET, TYPE 6B

EACH $_______________ $___________________

60501-0000 STANDARD UNDERDRAIN SYSTEM

1,650

LNFT $_______________ $___________________

61701-1200 GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS

1,300

LNFT $_______________ $___________________

61702-0800 TERMINAL SECTION TYPE TANGENT

EACH $_______________ $___________________

61901-2250 FENCE, RAIL (CEDAR)

LNFT $_______________ $___________________

62402-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

1.0

ACRE $_______________ $___________________

62501-0000 TURF ESTABLISHMENT

1.0

ACRE $_______________ $___________________

62630-0300 PLANTINGS, SEEDLINGS, CONTAINER GROWN

EACH $_______________ $___________________

62902-0400 ROLLED EROSION CONTROL PRODUCT, TYPE 1.D

1.0

ACRE $_______________ $___________________

Project: ERFO-DEWA 14(15)

Estimated Quantity Unit Bid Price Amount Bid

B- 5 AMENDMENT 002

63313-0000 RUMBLE STRIP

LNFT $_______________ $___________________

63401-0700 PAVEMENT MARKINGS, TYPE D, SOLID

3,100

LNFT $_______________ $___________________

63701-0000 FIELD OFFICE

EACH $_______________ $___________________

$_____________________TOTAL

Submitted by:

Name of Bidder

Project: ERFO-DEWA 14(15)

TABULATION OF QUANTITIES

C01

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡40201-1000‡HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, ‡ ‡ ‡ ‡

‡ ‡CLASS A, GRADING D ‡ TON ‡ 282 ‡ 300 ‡

‡55101-1900‡STEEL H-PILES 14 X 89, IN PLACE ‡ LNFT ‡ 7320 ‡ 7,320 ‡

‡55201-0200‡STRUCTURAL CONCRETE, CLASS A (AE) ‡ CUYD ‡ 180 ‡ 180 ‡

‡55212-0000‡CLEAN CONCRETE SURFACE (GRAFFITI GUARD) ‡ SQFT ‡ 6000 ‡ 6,100 ‡

‡55215-0000‡CONCRETE COLOR FINISH ‡ SQFT ‡ 6000 ‡ 6,100 ‡

‡55501-0000‡STRUCTURAL STEEL ‡ LPSM ‡ ALL ‡ ALL ‡

‡56501-0200‡DRILLED SHAFTS, 24-INCH DIAMETER ‡ LNFT ‡ 6100 ‡ 6,100 ‡

‡60103-0100‡CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT ‡ EACH ‡ 1 ‡ 1 ‡

‡60103-0140‡CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT ‡ EACH ‡ 1 ‡ 1 ‡

‡60103-0140‡CONCRETE, HEADWALL FOR 24-INCH PIPE CULVERT (WALL ‡ ‡ ‡ ‡

‡ ‡MODIFIED) ‡ EACH ‡ 1 ‡ 1 ‡

‡60201-0600‡18-INCH PIPE CULVERT ‡ LNFT ‡ 10 ‡ 15 ‡

‡60201-0800‡24-INCH PIPE CULVERT ‡ LNFT ‡ 113 ‡ 125 ‡

‡60403-1900‡INLET, TYPE 6B ‡ EACH ‡ 3 ‡ 3 ‡

‡60501-0000‡STANDARD UNDERDRAIN SYSTEM ‡ LNFT ‡ 1535 ‡ 1,650 ‡

‡61701-1200‡GUARDRAIL SYSTEM G4, TYPE 2, CLASS A STEEL POSTS ‡ LNFT ‡ 1252 ‡ 1,300 ‡

‡61702-0800‡TERMINAL SECTION TYPE TANGENT ‡ EACH ‡ 1 ‡ 1 ‡

‡61901-2250‡FENCE, RAIL (CEDAR) ‡ LNFT ‡ 632 ‡ 675 ‡

‡62402-0300‡FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡62501-0000‡TURF ESTABLISHMENT ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡62630-0300‡PLANTINGS, SEEDLINGS, CONTAINER GROWN ‡ EACH ‡ 100 ‡ 104 ‡

‡62902-0400‡ROLLED EROSION CONTROL PRODUCT, TYPE 1.D ‡ ACRE ‡ 1.0 ‡ 1.0 ‡

‡63313-0000‡RUMBLE STRIP ‡ LNFT ‡ 750 ‡ 775 ‡

‡63401-0700‡PAVEMENT MARKINGS, TYPE D, SOLID ‡ LNFT ‡ 3000 ‡ 3,100 ‡

‡63701-0000‡FIELD OFFICE ‡ EACH ‡ 1 ‡ 1 ‡

REVISIONS

NO. DATEDESCRIPTION BY

Õ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝Ñ˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝˝‚

‡ PLAN SHEET SECTION -------->>‡ ESTIMATED QUANTITIES ‡

‡˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜˜‡ ‡ BID ‡

‡ ITEM ‡ DESCRIPTION ‡ UNIT ‡ PLAN ‡ SCHEDULE ‡

‡15101-0000‡MOBILIZATION ‡ LPSM ‡ ALL ‡ ALL ‡

‡15201-0000‡CONSTRUCTION SURVEY AND STAKING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15401-0000‡CONTRACTOR TESTING ‡ LPSM ‡ ALL ‡ ALL ‡

‡15705-0100‡SOIL EROSION CONTROL, SILT FENCE ‡ LNFT ‡ 1939 ‡ 2,100 ‡

‡15706-1600‡SOIL EROSION CONTROL, STABILIZED CONSTRUCTION ‡ ‡ ‡ ‡

‡ ‡ENTRANCE ‡ EACH ‡ 2 ‡ 2 ‡

‡20101-0000‡CLEARING AND GRUBBING ‡ ACRE ‡ 1.0 ‡ 1.1 ‡

‡20220-1000‡REMOVAL, INDIVIDUAL TREE ‡ EACH ‡ 4 ‡ 5 ‡

‡20301-1200‡REMOVAL OF HEADWALL ‡ EACH ‡ 6 ‡ 6 ‡

‡20302-1200‡REMOVAL OF GUARDRAIL ‡ LNFT ‡ 443 ‡ 500 ‡

‡20302-2100‡REMOVAL OF PIPE CULVERT ‡ LNFT ‡ 108 ‡ 120 ‡

‡20303-1600‡REMOVAL OF PAVEMENT, ASPHALT (11-INCH DEPTH) ‡ SQYD ‡ 2500 ‡ 2,750 ‡

‡20303-2300‡REMOVAL OF PAVEMENT, CONCRETE (10-INCH DEPTH) ‡ SQYD ‡ 2000 ‡ 2,250 ‡

‡20303-3600‡REMOVAL OF WALL (REMOVE EXISTING LAGGING) ‡ SQYD ‡ 180 ‡ 180 ‡

‡20304-1000‡REMOVAL OF STRUCTURES AND OBSTRUCTIONS (REMOVE ‡ ‡ ‡ ‡

‡ ‡EXISTING PILES) ‡ LPSM ‡ ALL ‡ ALL ‡

‡20315-0000‡SAWCUTTING PAVEMENT ‡ LNFT ‡ 60 ‡ 75 ‡

‡20402-0000‡SUBEXCAVATION ‡ CUYD ‡ 977 ‡ 1,100 ‡

‡20420-0000‡EMBANKMENT CONSTRUCTION ‡ CUYD ‡ 1889 ‡ 2,000 ‡

‡20435-1000‡BACKFILL, SELECT GRANULAR ‡ CUYD ‡ 612 ‡ 650 ‡

‡20701-0100‡EARTHWORK GEOTEXTILE, TYPE I-A ‡ SQYD ‡ 1820 ‡ 1,820 ‡

‡20701-1000‡EARTHWORK GEOTEXTILE, TYPE III-A ‡ SQYD ‡ 3986 ‡ 4,200 ‡

‡25101-2000‡PLACED RIPRAP, CLASS 2 ‡ CUYD ‡ 6 ‡ 7 ‡

‡25602-0000‡GROUND ANCHOR ‡ LNFT ‡ 8540 ‡ 8,540 ‡

‡25605-0000‡PERFORMANCE TEST ‡ EACH ‡ 6 ‡ 6 ‡

‡30102-0300‡AGGREGATE BASE GRADING C, 8-INCH DEPTH ‡ SQYD ‡ 1400 ‡ 1,600 ‡

‡30102-0400‡AGGREGATE BASE GRADING C, 10-INCH DEPTH ‡ SQYD ‡ 2524 ‡ 2,750 ‡

‡40201-0100‡HOT ASPHALT CONCRETE PAVEMENT, MARSHALL TEST, ‡ ‡ ‡ ‡

‡ ‡CLASS A, GRADING A ‡ TON ‡ 1267 ‡ 1,400 ‡

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U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

STERLING, VIRGINIA

REG STATE PROJECT SHEET NO.

NE PA ERFO-DEWA 14(15)

DELAWARE WATER GAP

NATIONAL RECREATION AREA

U.S. Route 209

R09

STATE PROJECT

SHEET

NO.

REGION

PANE

PROJECT TEAM LEADER BRIDGE DRAWING

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DATECHECKED BYDRAWN BYDESIGNED BY

AF Roger Lu 12

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REVISIONSNO. DATE BY REVISIONS NO. DATE BY

EMA BRP-1147February, 2012

ERFO-DEWA 14(15)

U.S. ROUTE 209

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WALL DETAILS - 1

A C

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A L F I L E R

D E

W A

W A

L L

D E

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Notes:

" = 1’-0"4

3SCALE:

ELEVATION

A

A

5’-0"5’-0"

HP Pile (Typ.)CL

(Typ.)

Panel B

SECTION B-B

" = 1’-0"4

3SCALE:

" = 1’-0"4

3SCALE:

SECTION A-A

B

C C

B

SECTION C-C

" = 1’-0"4

3SCALE:

Waler (Typ.)

(Typ.)

Panel B

HP Pile (Typ.)CL

3’-0"

(Typ.)

(Typ.)

Panel A

SOLDIER PILE TOLERANCES

(See Note 4)

CL CLHP Pile HP Pile

4’-2"

4’-9"

HP 14 x 89CL

SCALE: 1"= 1’-0"

PANEL B

SCALE: 1"= 1’-0"

SECTION G-G

10"

10 Spa. @ 5’’ = 4’-2"

#3P3

G

G to aid in the installation of the walers.

Limit out of plane rotation of the HP 14 x 89 to 5° (max.)

for select granular backfill.

Provide AASHTO M43, size number 57, ground anchor and waler details.

See "ANCHOR DETAILS" sheet for additional

Geotextile lap

" = 1’-0"4

3SCALE:

3’’3’’

SCALE: 1"= 1’-0"

SECTION F-F

10"

SCALE: 1"= 1’-0"

PANEL A

F

F

9 Spa. @ 5’’ = 3’-9"

#3P3

Ground anchorCL type I-A geotextile

Earthwork

(See Note 3) back fill

Select granular

(Typ.)

Panel A

(Typ.)

Panel A

(Typ.)

Panel B

(Typ.)

Panel B

(Typ.)

Panel B 2

#3P1

#3P2

DD

2’-0"

SCALE: 1"= 1’-0"

SECTION D-D

HP Pile No. 80CL

#3P3

#3P3

S p a e .f

P

S p a e .f

P of HP Pile (Typ.)

Front face of HP Pile (Typ.)

Front face

(Typ.)

Caisson

See Section 565 for installation procedure.

As Shown

(See Note 5)

" = 1’-0"2

1SCALE:

HP Pile No. 81CL

2’-0"

(Typ.)

Culvert

T y p

1’-0"

CL Culvert

5.

4.

3.

2.

1.

2’-0"

Scale: 1"= 1’-0"

SECTION E-E

Block out (Typ.)

1’-0"

HP Pile (Typ.)CL

HP Pile No. 81CL

EE

(HP No. 81 shown, HP No. 80 similar)

CAISSON DETAIL FOR CULVERT

See detail ’’E601-4A’’ sheet for culvert information.

#002

AMENDMENT

1 04/17/12 AF REMOVE GEOCOMPOSITE SHEET DRAIN

1 1

SHEET

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

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NO.

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EMA BRP-1147February, 2012

ERFO-DEWA 14(15)

U.S. ROUTE 209

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WALL DETAILS - 2

A C

T U

A L F I L E R

D E

W A

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Notes:

" = 1’-0"4

3SCALE:

ELEVATION

A

A

5’-0"5’-0"

HP Pile (Typ.)CL

(Typ.)

Panel B

SECTION B-B

" = 1’-0"4

3SCALE:

" = 1’-0"4

3SCALE:

SECTION A-A

B

C

C

B

SECTION C-C

" = 1’-0"4

3SCALE:

Waler (Typ.)

(Typ.)

Panel B

HP Pile (Typ.)CL

3’-0"

(Typ.)

(Typ.)

Panel A

SOLDIER PILE TOLERANCES

(See Note 4)

CL CLHP Pile HP Pile

4’-2"

4’-9"

4’-9"

V a r ie s

HP 14 x 89CL

G

G

SCALE: 1"= 1’-0"

PANEL C

SCALE: 1"= 1’-0"

SECTION G-G

10 Spa. @ 5’’ = 4’-2"

#3P4

10"

SCALE: 1"= 1’-0"

PANEL B

SCALE: 1"= 1’-0"

SECTION F-F

10"

10 Spa. @ 5’’ = 4’-2"

#3P3

F

F

See Section 565 for intallation procedure.

to aid in the installation of the walers.

Limit out of plane rotation of the HP 14 x 89 to 5° (max.)

for select granular backfill.

Provide AASHTO M43, size number 57, ground anchor and waler details.

See "ANCHOR DETAILS" sheet for additional

Geotextile lap

" = 1’-0"4

3SCALE:

3’’3’’

SCALE: 1"= 1’-0"

SECTION E-E

10"

SCALE: 1"= 1’-0"

PANEL A

E

E

9 Spa. @ 5’’ = 3’-9"

#3P3

Ground anchorCL type I-A geotextile

Earthwork

(See Note 3) back fill

Select granular

(Typ.)

Panel A

(Typ.)

Panel B

#3P1

#3P2

4.

3.

2.

1.

(Typ.)

Panel B

(Typ.)

Panel C

(Typ.)

Panel B

(Typ.)

Panel C

(Typ.)

Panel B

(Typ.)

Panel B

#3P4

#3P5

T y p

#3P3

#3P3 (Typ.)

Panel A

D D

T y p

2’-0"

HP Pile (Typ.)CL

Scale: 1"= 1’-0"

SECTION D-D

1’-0"

S p a e .f

P

S p a e .f

P

S p a v a r ie s e .f

P

(Typ.)

Caisson of HP Pile (Typ.)

Front face of HP Pile (Typ.)

Front face

Block out (Typ.)

As Shown

AMENDMENT #002

1 1

04/17/12 AF

REMOVE GEOCOMPOSITE SHEET DRAIN

SHEET

NO.

REGION

PANE ERFO-DEWA 14(15)

BRIDGE DRAWING

of

DATE

U.S. DEPARTMENT OF TRANSPORTATION

BRP-1147February, 2012

DELAWARE WATER GAP NATIONAL RECREATION AREA

U.S. ROUTE 209

PROJECT TEAM LEADERCHECKED BYDRAWN BYDESIGNED BY

AF Roger LuEMA

SCALE

RL

Questions/Clarifications Page 1 of 6

Questions / Clarifications

The following questions and issues were submitted via email at eflhd.contracts@dot.gov. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included. The Government’s direct response to the sender may also have been updated below for better clarity.

1. The timeframe to complete this project (125 Calendar Days) is very aggressive with the constraints of the project (number of soldier piles, number of tiebacks, cobbles and boulders;

limited working area and probable tree interference. Please consider allowing more time to complete this project. If the Contractor fails to complete the project on time; what penalties is he responsible for (Liquidated Damages, Administrative Costs?) Please clarify amounts Contractor will be penalized.

Response: The roadway is closed to traffic and there are no work restrictions related to days or times. We do not intend to add extra time to the contract's timeframe. Liquidated damages are based on the original contract price, administered according to Subsection

108.04 of the FP, and cannot be determined until contract award. Please refer to Subsection 108.04 for further information.

Moreover, as stated in the B Page Instructions, the purpose of using a Contract Administrative Cost is strictly for the evaluation and ranking of the bids received during the solicitation and award process. The assigned price, in this case $2,700 per calendar day bid, is the price per day that the Government has determined that the Government will have to incur if the Contractor completes the work after the contract's performance period ends. The cost is a "cost to the Government" not a contractor cost. The Contract Administrative Cost is not intended for bidders to use in their bid pricing or their own administration or management costs.

The Contract Administrative Cost will not be included in the award amount of the contract. The Contract Administrative cost is not a substitution for liquidated damages nor is it an addition to liquidated damages.

2. Is this project tax exempt?

Response: Refer to Federal Acquisition Regulation (FAR) Clause 52.229-3 Federal State and Local Taxes, for tax requirements.

3. Is there a location in the park to dump the concrete, asphalt, trees, or brush that will be removed?

Response: No. There is no location in the Park to dump the concrete, asphalt, trees or brush that are removed. The Contractor will be responsible for disposing of materials outside of the Park according to Subsection 203.05(a).

mailto:eflhd.contracts@dot.gov

Questions/Clarifications Page 2 of 6

4. It states on the plans that the Rumble Strip can be found in Detail 401-A but I cannot locate this detail in the specs supplied with this project or the US DOT standards. Please advise.

Response: Please refer to Plan Sheet S06 (Detail #E401-A - Rumble Strips).

5. Is there a planting schedule? The specs only specify the types of plants and the line items only specify the amount, but no quantities of each type are found.

Response: There is no planting schedule. Refer to Subsection 626.03 for requirements.

6. Does this project have a Veteran requirement?

Response: This Solicitation has a Veteran’s Employment Reporting Requirement. Refer to FAR clause 52.222-38 Compliance with Veterans’ Employment Reporting Requirement.

Instructions are provided in the Notice to Bidders and the Checklist for bid submission.

Eastern Federal Lands Highway Division (EFLHD) has included a copy of the VETS 100A form with the bid documents online. Contractors still are required to complete this form and submit per the instructions to Veterans’ Employment and Training Service website.

Provide EFLHD with a copy of the fax sheet or e-mail showing the report has been submitted to VETS 100 as required.

7. Is there a specification for the Anti-Graffiti coating?

Response: Refer to Subsections 552.16(f) and 725.30 for graffiti-guard requirements.

8. There is no bid item for the Geocomposite Sheet drain for the wall. Which bid Item should this item be included in?

On Plan Sheet R09 at the bottom it show a detail with 1” Geocomposite Sheet Drain installed on the back of the precast lagging panels; what is the width of this material? 4’ is a standard width;

please advise.

Response: Geocomposite drain is not required for this project. Revised Plan Sheets R09 and R10 have been included in Amendment 2.

9. Can excavated materials that are excavated under the subexcavation item 20402-0000 be used in the embankment construction within the prism of the roadway?

Can milled asphalt be used in the embankment construction within the prism of the roadway?

Can milled asphalt be used to fill in the subexcavation area within the prism of the roadway?

Can crushed concrete be used to fill in the subexcavation area within the prism of the roadway?

Response: No.

Questions/Clarifications Page 3 of 6

10. Can excavated materials that are excavated under the subexcavation item 20402-0000 be used in the embankment construction outside the prism of the roadway?

Can milled asphalt be used in the embankment construction outside the prism of the roadway?

Can crushed concrete be used in the embankment construction outside the prism of the roadway?

Response: If the roadway material meets the requirements for embankment material it can be used for embankment. See Subsections 204.03 and 204.10 for embankment material requirements.

11. The drawing R10 shows that the precast concrete lagging below the ground anchor will be full sized panels while the panels that are at level with the ground anchor will be shorter as to allow movement past the anchor. The lower panels will not be able to be installed past the tie backs after they have been installed if they are full width and if they are to be installed prior to the tie backs, damage may occur. Should the lower panels all be the shorter width?

Response: The lagging panels below the ground anchor should remain the full sized width. The diagonal dimension of the panel is less than the clear distance between the soldier pile webs, which means the panel can be angled to fit past the ground anchor interference, and then straightened to fit between the webs as shown on Plan Sheet R10.

12. Are any permits needed for this project?

Response: All environmental related permits have been obtained by the Government.

Depending on the Contractor's means and methods to perform the work, the permits listed in Subsection 107.01 may be required for the project, and are the Contractor's responsibility to obtain. See 107.01 of the FP and SCR's for further details.

13. The estimated quantity of cedar rail fence is shown as 475 LF on sheet C01 in the estimated quantities column. On the plans, using the stations on drawings D01 – D02, there is a total of 632 LF. Please clarify.

Response: The quantity of cedar rail fence is incorrect on Solicitation B Pages and Plan Sheet C01. Revised Solicitation B Pages and Plan Sheet C01 have been included in Amendment 2.

14. Please confirm that the pay quantity for Item 55201-0200 Structural Concrete, Class A (AE) will be the actual Cubic Yards of concrete in the precast concrete lagging panels use in the wall.

Response: Yes, this item is only to account for the concrete in the lagging panels.

15. Please clarify/confirm that Item 55215-0000 - Concrete Color Finish is to compensate for the INTEGRAL concrete coloring required for the precast lagging panels. In addition; please

Questions/Clarifications Page 4 of 6 clarify pay limits for this item; is it the actual surface area of the precast concrete lagging panels used? Please confirm/clarify.

Response: Refer Subsection 552.03 for requirements. The pay limits are the surface area of the concrete panels.

16. For Item 55212-000 - Clean Concrete Surface (Graffiti Guard) please clarify the limits to be coated and the pay limits for this item. Is Graffiti Guard being applied to the soldier piles themselves and if so is this part of the pay quantity. Please clarify.

Response: Refer to Subsection 552.16(f) for requirements. Apply graffiti guard to all surfaces above the finished grade.

17. Follow up to response to question 5. in Amendment No. 1: The response states that “If large trees are required to be removed, they are only allowed to be removed between 4-1 and 9- 30; this is in direct conflict to the contract documents; which is correct, please advise.

Response: The original contract documents are correct. Large trees are NOT to be removed from April 1 to Sept 30.

18. Follow up to Question 5. In Amendment No. 1: Will overhanging branches/limbs that interfere with installation of drilled shafts and/or installation of the permanent ground anchor be allowed to be cut/removed on this project which will be in the restricted time of 4-1 to 9-30;

please clarify. In addition; if there is interference with limbs/branches/trees that cannot be removed; will the Contractor be liable for the tree related penalties outlined in Section 107 on pages J-8 and J-9; please advice. It is a situation that the Contractor can’t do the work and possibly being penalized for something he has no control over; please clarify

Response: For a complete response, please see Question #5 included with Amendment 1 and as summarized here: Removal of small trees, stumps, shrubs, branches etc., required to perform the work, will be allowed inside the project limits. Large trees within the limits of excavation have already been removed.

Tree damage related penalties will apply as stated in Section 107.

19. Follow up to Question No. 15 in Amendment 1: How is the underdrain outlet quantity being paid for?

Response: The underdrain outlet will be paid for under Pay Item 60501-0000 - Standard Underdrain System.

20. Follow up to response to Question No. 20 in Amendment 1: The response indicates that the pay quantity for Subexcavation is the limits outlined on the cross sections by the dashed lines. It appears that the plan quantity is overstated; please check quantity and revise as required. Please confirm that the pay quantity to the left of the new wall is the vertical line 3’ behind the new wall

Questions/Clarifications Page 5 of 6 for areas outside the existing wall and the face of the existing wall (vertical) and down 6’ and then horizontal over to the back of the Select Granular Fill. Please confirm.

Response: The subexcavation pay quantity and limits have changed. All excavation to the right of the new wall will be subexcavation. All excavation to the left of the wall will be subsidiary to the work required for the contract. Please see Subsection 109.05 of the FP for further details and explanation.

The quantity of subexcavation has been revised in the Solicitation B Pages and Plan Sheets C01 and CO3, and have been included in Amendment 2.

21. Please advise if the area in front of the existing wall, between the existing wall and the back of the select granular backfill and below existing grade that is shown to be excavated as part of Subexcavation; will be paid and is part of the Embankment quantity (Item 20420-000) when it is replaced when the new retaining wall is backfilled; please clarify.

Response: Please see response for Question #20 for further information.

22. How will excavation and/or benching excavation required either to bring a section to grade or bench for embankment construction be paid for? There is no Roadway Excavation pay item;

please clarify.

Response: Please see response for Question #20 for further information.

23. Will material that is excavated on the project that is required for ultimate Embankment Construction but can’t be placed until a later date from when it is excavated; be allowed to be stockpiled on the existing paved areas beyond the end of the project for later use? Please advise.

Response: Stockpiled material can be placed on roadway beyond the end of the project in a location approved by the CO. Pavement damaged as a result of the Contractor’s operations will be required to be repaired.

24. Please clarify if PA APPROVED Materials will be acceptable for the aggregates required for the products. The materials in the specifications are not virgin to northern Pennsylvania, and will not pass the tests that are required. The specifications are written for material out of the geographic region of this project. Please advise, I would assume if the material is acceptable to the Pennsylvania Department of Transportation, and the project is a state road, this would be acceptable.

Response: For a complete response, please see Question #10 included with Amendment 1 and as summarized here: A state approved asphalt mix design can be submitted for approval during construction.

25. If the Pennsylvania Department of Transportation has approved the said materials, will the stringent testing be required to have these aggregate materials retested?

Questions/Clarifications Page 6 of 6

Response: All material will be required to meet the specifications of Sections 105, 153, and 154, and as described in the "Acceptance" Subsection of the Section calling for the work.

26. What is the maintenance period associated with the Maintenance Bond?

Response: Maintenance Bonds are not required; Bid Bond requirements are in section C of the solicitation and must be completed and returned with your bid. Also the Contractor that the contract is awarded to will be required to provide Performance and Payment Bonds for the full contracted amount within 14 days after the awarded date.