Amendment 0002 - NP DEWA 10(6) 218(2).pdf

(x)

693C7324B000014 x x

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 electronic communication 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 letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

ATTN: Construction

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: Acquisitions

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1408/08/20240002

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

07/11/2024

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 data, 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.)

NP DEWA 10(6), 218(2)

The purpose of this Amendment is to:

1) Revise Plan Sheet C02 to update the Tabulation of Quantities to remove the following pay item from Schedule A:

A1000 64701-3000 MITIGATION, ARCHAEOLOGICAL SITE

2) Provide revised Plans Sheets R12, R15, R18 and R26 to include a scale bar in the Bridge drawing.

3) Replace the Solicitation Bid Schedule pages B-1 through B-8 to remove the following pay

Continued ...

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)

Christopher Long

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

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 .

ITEM NO. SUPPLIES/SERVICES QUANTITY UNIT UNIT PRICE AMOUNT

NAME OF OFFEROR OR CONTRACTOR

2 17

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

(A) (B) (C) (D) (E) (F)

693C7324B000014/0002 item from Schedule A:

A1000 64701-3000 MITIGATION, ARCHAEOLOGICAL SITE

4) Revise the Special Contract Requirements

(J-Pages) Subsection 156.04(a) to clarify no temporary crossing will be allowed for construction.

5) The Bid Opening date will be rescheduled to

Tuesday, August 20, 2024, at 2:00 p.m. EDT.

NSN 7540-01-152-8067 OPTIONAL FORM 336 (4-86)

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0002

Amendment Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002

Project NP DEWA 10(6), 218(2)

Delaware Water Gap National Recreation Area

Solicitation: 693C73-24-B-000014

The purpose of this Amendment is to:

1) Revise Plan Sheet C02 to update the Tabulation of Quantities to remove the following pay item from Schedule A:

A1000 64701-3000 MITIGATION, ARCHAEOLOGICAL SITE

2) Provide revised Plans Sheets R12, R15, R18 and R26 to include a scale bar in the Bridge drawing.

3) Replace the Solicitation Bid Schedule pages B-1 through B-8 to remove the following pay item from Schedule A:

A1000 64701-3000 MITIGATION, ARCHAEOLOGICAL SITE

4) Revise the Special Contract Requirements (J-Pages) Subsection 156.04(a) to clarify no temporary crossing will be allowed for construction.

5) The Bid Opening date will be rescheduled to Tuesday, August 20, 2024, at 2:00 p.m.

EDT.

Sheet 2 of 4

(NPS ROUTE 218 | DINGMANS FALLS ACCESS BRIDGE #1)

SCHEDULE A

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

:0

A

M

A u g u s t

T a b u la ti o n o f Q u a n ti te s

M

P R

O J E

C T

S \d e w a \1

(6

(2

P ro j_ D e v

\C A

D D

\N P

D E

W A

,2

\d g n

\A m e n d m e n t_

\C

-C

N P

D

E W

A

(6

(2

Q u a n ti ty

A m e n d m e n t

.d g n

TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

C02

NPS Drwg No. 620/173739 NPS PMIS No. 222479, 222541

NP DEWA 10(6), 218(2)

Amendment 0002

R12

M

P R

O J E

C T

S \d e w a \1

(6

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P

S

E \0

P R

O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

/6

/2

R

N P

D E

W A

(6

(2

W

IN

G

W A

L L

A

C

A

D R

E

IN

F O

R C

E M

E N

T .D

G N

A C

T U

A L

F

IL

E

WINGWALLS A, C, & D PLAN VIEW

WINGWALLS A, C, & D ELEVATION VIEW

SECTION A-A

SECTION B-B

"4

8 8"

#5AE6 (Typ.)

#8WE1

2 Equ. Spa.

#8WE1

#8WE1

#8WE1

#5AE6

#5FE11

3 Equ. Spa.

#8WE5 or #8WE6

#8WE5

W E a k

S p a

W

E

S p a

#8FE7 (n.f.) & #8FE8 (f.f.)

13 Spa @ 8"=8'-8"

#8WE1

20 Spa @ 8"=13'-4"*

#8WE7

6 Spa @ 8"=4'-0"*

#8WE7

2 Equ. Spa.

B B

A A

(e.f.)

#8WE7

(e.f.)

#8WE5

(e.f.)

#8WE5

(e.f.)

#8WE8a-i

(n.f.)

#8FE7

(f.f.)

#8FE8

#6FE5 (top & bott.)

(top & bott.)

#9FE1 or #9FE2a-l

(top & bott.)

#6FE4a-u or #6FEa-d

(top & bott.)

#9FE1 or #9FE2a-l

M in la p

WINGWALLS A, C, & D REINFORCEMENT

See "WINGWALLS A, C, & D" sheet for additional information.3.

Extend weepholes to daylight. 2.

elevation.

reinforcement. Maintain maximum height above footing

Adjust weephole location to avoid interference with 1.

As shown

(Typ.)

weephole

4" dia.

" = 1'-0"2

Scale

" = 1'-0"2

Scale

" = 1'-0"8

Scale

" = 1'-0"8

Scale

1 08/06/24 LTE Revised scale.

STATE PROJECT

NUMBER

SHEET

PA/NJ NP DEWA 10(6), 218(2)

NPS PMIS No. 222479 NPS Drwg. No. 620/173739

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP/NR

DRAWN BY

LTE LTE Carlos Pena-Marsh of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-129932

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

Structure No.: 4320-019P

September 2023

(Dingmans Falls Access Road, Route 218)

DINGMANS FALLS ACCESS BRIDGE #1

R15

M

P R

O J E

C T

S \d e w a \1

(6

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P

S

E \0

P R

O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

/6

/2

R N

P D

E W

A

(6

(2

R

E T

A

IN

IN

G

W A

L L

L A

Y O

U T

.D G

N A

C T

U A

L F

IL

E

Wingwall B

10'-6"

3'-0" 6'-0"

Elev. 450.18

Elev. 451.89

Elev. 442.0

1'-6"

1'-0"

Retaining wallCL

Elev. 442.0

SECTION A - A

RETAINING WALL PLAN VIEW

RETAINING WALL ELEVATION VIEW

As shown

A

A

RETAINING WALL LAYOUT

R

Retaining wallCLf.f.

n.f.

f.f.

n.f.

"2

36'-7

EXPANSION JOINT

" Joint2

1'-0" "2

(end plugged) sleve, 1'-1" long

1" Dia. pipe minimum of thee dowels in single sheets pierced by a

" Premoulded bit. filler placed 2

24" O.C maximum spacing

2'-0" Long (Embed 12")

" Dia. plain dowels4

See "EXPANSION JOINT" and end 6" from top of wall bottom of of retaining wall water stop. Start 6" from

" Center bulb type8

9" x

Retaining wall

Wingwall B treatment

Waterproofing

R

R wall

Retaining CL

Proposed groundline

15'-0"15'-0"

M a x

T y p

(Typ.)

weephole

4" Dia.

DETAIL A

Scale: 1" = 1'-0" plastic pipe

3" Dia. Non-perforated plastic pipe @ 2% slope

4" Dia. Non-perforatedCL

(collector pipe) plastic pipe

3" Dia. Perforated

Min.

1'-0"

See "DETAIL A" sheet drain

Geocomposite sheet drain

Geocomposite sheet drain

1" Geocomposite the weepholes.

to manufacturer's recomnedation and outlet the pipe through

Connect perforated pipe to geocomposite sheet drain according 4.

incidental to the reataining wall.

3. All cost associated with the expansion joint, is considered

See "TYPICAL SECTION "sheet for additional information.2.

REINFORCEMENT" sheets for additional information.

See "WINGWALL B LAYOUT" and "WINGWALL B 1.

Sta. 100+81.84

End retaining wall

Sta. 100+40.59

Begin retaining wall ground

Match existing

" = 1'-0"8

Scale

" = 1'-0"8

Scale

" = 1'-0"2

1Scale " = 1'-0"8

Scale

1 08/06/24 LTE Revised scale.

STATE PROJECT

NUMBER

SHEET

PA/NJ NP DEWA 10(6), 218(2)

NPS PMIS No. 222479 NPS Drwg. No. 620/173739

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP/NR

DRAWN BY

LTE LTE Carlos Pena-Marsh of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-129932

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

Structure No.: 4320-019P

September 2023

(Dingmans Falls Access Road, Route 218)

R18

M

P R

O J E

C T

S \d e w a \1

(6

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P

S

E \0

P R

O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

'' = 1'-0''4

FRAMING PLAN

G

G

G

G

G

B e g in b r id g e

E n d b r id g e

CL Bearing CL

FRAMING PLAN

N

/6

/2

R N

P D

E W

A

(6

(2

F

R A

M

IN

G P

L A

N .D

G N

A C

T U

A L

F

IL

E

Bearing

G

G

(Typ.)

6"

A

A S

H T

O B

I-b o x b e a m s

E q u s p a

Begin bridge

End bridge

(measured along roadway)

65'-0"

CL

(Typ.)

2'-4" information.

4. See "MISCELLANEOUS DETAILS - 2" sheet for additional information.

See "MISCELLANEOUS DETAILS - 1" sheet for additional 3.

See "GIRDER DETAILS - 2" sheet for additional information. 2.

See "GIRDER DETAILS - 1" sheet for additional information.1.

1 08/06/24 LTE Revised scale.

STATE PROJECT

NUMBER

SHEET

PA/NJ NP DEWA 10(6), 218(2)

NPS PMIS No. 222479 NPS Drwg. No. 620/173739

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP/NR

DRAWN BY

LTE LTE Carlos Pena-Marsh of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-129932

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

Structure No.: 4320-019P

September 2023

(Dingmans Falls Access Road, Route 218)

R26

M

P R

O J E

C T

S \d e w a \1

(6

(2

B ri d g e \M ic ro s ta ti o n \B ri d g e D e s ig n F il e s \1

P

S

E \0

P R

O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

Notes:

3'-3"

1'-3"

" Jt.4 bond felt to prevent

2 layers of roofing

(See Note 1)

See Detail A

217519

(Cu. Yd.)

Concrete

ONE APPROACH SLAB

ESTIMATED QUANTITIES FOR

Width

Joint

"L"

Slab Length

"W"

Slab Width

"4

(Lbs.)

Steel

Reinf.*

* Does not include dowels, or sleeper slab.

SECTION A-A

DETAIL A

PLAN VIEW

No Scale joint material

Preformed expansion backer rod

1" Dia.

slab

Approach material

Joint sealer

M in

"4

APPROACH SLAB DETAILS

As shown

N /6

/2

Sleeper slab

10"

Polystyrene

Expanded treat both sides) " sheets,16 gasket (2 -

Compressed synthetic sheet and Expanded Polystyrene Type B between backfill Woven Geotextile class 2, REINFORCEMENT A

C lr

C lr

15'-2" "2 128'-1

AA

39°

39°

Spa. @ 12" #5 (E)

Equ. spa.

#6 (E)

R E

IN

F

A

" = 1'-0"16

Scale:

See Note 2

REINFORCEMENT B

" (Typ.)4

"L""L"

R E

IN

F

O R

C E

M E

N T

A

W

R E

IN

F

O R

C E

M E

N T

A

W

REINFORCEMENT BREINFORCEMENT B

"L"

REINFORCEMENT B

(South approach shown, North approach similar)

" = 1'-0"4

Scale:

1-inch space conforming to Subsection 712.01(b)(1).

walls (not including backwalls). Furnish preformed joint seal in

8. Provide 1-inch thick space between approach slab and adjacent

7. (E) denotes epoxy coated reinforcement.

the manufacture's recommendations.

of the EPS with the separation fabric and installed according to it may be pre-attached to the EPS. Cover all exposed surfaces

6. Install the separation fabric after the EPS has been installed or concrete before adhesive application.

compatible with the concrete. Thoroughly dry and clean

5. Attach EPS to the concrete surfaces with an adhesive backfill material along the full width of the backwalls.

geotextile separation fabric between concrete surfaces and

4. Provide a continuous expanded polystyrene (EPS) block and

3. Construct approach slab to match skew of substructure.

additional information.

2. See "APPROACH RAILING" sheet for curb reinforcment and information.

See "MISCELLANEOUS DETAIL - 2" sheet for additional 1.

(Typ.)

See Note 8 slab approach

End of

S le e p e r s la b

Sleeper slab (Typ.)

(Typ.)

base course

6" Aggregate

#7

TOP

#6 6"

TOP

#6

TOP

#6

SPACING

12"

TOP

SPACING

12" 12"

BOT. BOT. BOT. BOT.

** All reinforcement is epoxy coated rebar.

REINFORCEMENT A REINFORCEMENT B

SIZE SIZE

**APPROACH SLAB REINFORCEMENT LAYOUT

R

N P

D E

W A

(6

(2

A

P P

R O

A C

H S

L A

B D

E T

A

IL

S

D G

N A

C T

U A

L F

IL

E

" Asphalt overlay2

1 08/06/24 LTE Revised scale.

STATE PROJECT

NUMBER

SHEET

PA/NJ NP DEWA 10(6), 218(2)

NPS PMIS No. 222479 NPS Drwg. No. 620/173739

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

CP/NR

DRAWN BY

LTE LTE Carlos Pena-Marsh of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-129932

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

DELAWARE WATER GAP NATIONAL RECREATION AREA

Structure No.: 4320-019P

September 2023

(Dingmans Falls Access Road, Route 218)

B - 1

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

360 LNFT $____________ $____________

A0120 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

360 LNFT $____________ $____________

A0140 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

220 LNFT $____________ $____________

A0160 15706-0400 SOIL EROSION CONTROL, SEDIMENT TRAP

1 EACH $____________ $____________

A0180 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0200 15706-2300 SOIL EROSION CONTROL, ON-SITE CONCRETE WASHOUT STRUCTURE

1 EACH $____________ $____________

A0220 20103-0000 CLEARING AND GRUBBING

555 SQYD $____________ $____________

A0240 20220-1000 REMOVAL, INDIVIDUAL TREE

9 EACH $____________ $____________

A0260 20301-2300 REMOVAL OF SIGN/MARKER

4 EACH $____________ $____________

A0280 20302-1200 REMOVAL OF GUARDRAIL

145 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 2

A0300 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

335 SQYD $____________ $____________

A0320 20304-2000 REMOVAL OF BRIDGE (EXISTING SUPERSTRUCTURE AND SUBSTRUCTURE)

ALL LPSM $___LPSM_____ $____________

A0340 20315-0000 SAWCUTTING PAVEMENT

45 LNFT $____________ $____________

A0360 20401-0000 ROADWAY EXCAVATION

245 CUYD $____________ $____________

A0380 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

240 SQYD $____________ $____________

A0400 20801-0000 STRUCTURE EXCAVATION

1,450 CUYD $____________ $____________

A0420 20803-0000 STRUCTURAL BACKFILL

625 CUYD $____________ $____________

A0440 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

70 TON $____________ $____________

A0460 30101-4000 AGGREGATE BASE GRADING C OR D

110 TON $____________ $____________

A0480 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

45 SQYD $____________ $____________

A0500 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE IV ROUGHNESS, PG

58-28)

80 TON $____________ $____________

A0520 40101-0900 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 58-28)

50 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 3

A0540 41202-0000 TACK COAT

70 GAL $____________ $____________

A0560 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (SUBSTRUCTURE AND RETAINING

WALL)

350 CUYD $____________ $____________

A0580 55201-0800 STRUCTURAL CONCRETE, CLASS D (AE) (BACKWALL AND END

DIAPHGRAM)

10 CUYD $____________ $____________

A0600 55202-2000 STRUCTURAL CONCRETE, CLASS D (AE), FOR APPROACH SLABS, TYPE 2

100 SQYD $____________ $____________

A0620 55235-0000 EXPANSION JOINTS (BACKER ROD AND HOT APPLIED JOINT SEALANT)

80 LNFT $____________ $____________

A0640 55302-3200 PRECAST, PRESTRESSED CONCRETE GIRDER (ADJACENT BOX BEAM

48-INCH)

455 LNFT $____________ $____________

A0660 55401-2000 REINFORCING STEEL, EPOXY COATED

61,500 LB $____________ $____________

A0680 55601-1300 BRIDGE RAILING, TIMBER (27-INCH, TUBULAR STEEL-BACKED)

200 LNFT $____________ $____________

A0700 55901-0000 MEMBRANE WATERPROOFING (SPRAY-APPLIED)

205 SQYD $____________ $____________

A0720 56401-1000 BEARING DEVICE, ELASTOMERIC (STEEL REINFORCED)

14 EACH $____________ $____________

A0740 58501-0000 ULTRA HIGH PERFORMANCE CONCRETE (GIRDER KEYWAY)

5 CUYD $____________ $____________

A0760 61701-4010 GUARDRAIL SYSTEM SBTB, MERRITT PARKWAY GUIDERAIL

130 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 4

A0780 61702-0900 TERMINAL SECTION, TYPE BAT-MERRITT PARKWAY GUIDERAIL (TYPE II)

1 EACH $____________ $____________

A0800 61702-1000 TERMINAL SECTION, TYPE FAT-MERRITT PARKWAY GUIDERAIL (TYPE I)

2 EACH $____________ $____________

A0820 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

80 LNFT $____________ $____________

A0840 61901-0000 FENCE (TREE PROTECTION)

50 LNFT $____________ $____________

A0860 62401-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

1,510 SQYD $____________ $____________

A0880 62501-0000 TURF ESTABLISHMENT

0.35 ACRE $____________ $____________

A0900 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

1,490 SQYD $____________ $____________

A0920 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

890 LNFT $____________ $____________

A0940 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

50 LNFT $____________ $____________

A0960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

170 SQFT $____________ $____________

A0980 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

0002 A1000 64701-3000 MITIGATION, ARCHAEOLOGICAL SITE

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 5

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

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

0001 B0070 15401-0000 CONTRACTOR TESTING (BIOLOGICAL MONITOR)

ALL LPSM $___LPSM_____ $____________

B0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

130 LNFT $____________ $____________

B0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

130 LNFT $____________ $____________

B0120 15706-2300 SOIL EROSION CONTROL, ON-SITE CONCRETE WASHOUT STRUCTURE

1 EACH $____________ $____________

B0140 20103-0000 CLEARING AND GRUBBING

210 SQYD $____________ $____________

B0160 20220-1000 REMOVAL, INDIVIDUAL TREE

10 EACH $____________ $____________

B0180 20315-0000 SAWCUTTING PAVEMENT

45 LNFT $____________ $____________

B0200 20410-0000 SELECT BORROW (#57 STONE)

60 CUYD $____________ $____________

B0220 25102-0400 PLACED RIPRAP, METHOD A, CLASS 4

55 TON $____________ $____________

B0240 25102-0700 PLACED RIPRAP, METHOD A, CLASS 7

50 TON $____________ $____________

B0260 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (TYPE IV ROUGHNESS, PG

58-28)

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 6

22 TON $____________ $____________

B0280 40102-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, WEDGE AND LEVELING COURSE (PG 58-28)

15 TON $____________ $____________

B0300 41202-0000 TACK COAT

65 GAL $____________ $____________

B0320 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

270 SQYD $____________ $____________

B0340 55220-0000 REPAIR CONCRETE (CURB AND RAILING)

10 SQYD $____________ $____________

B0360 55220-0000 REPAIR CONCRETE (TOP OF DECK)

10 SQYD $____________ $____________

B0380 55220-0000 REPAIR CONCRETE (BOTTOM OF DECK)

30 SQYD $____________ $____________

B0400 55224-0000 SEAL CONCRETE SURFACE

80 SQYD $____________ $____________

B0420 56302-2000 PAINTING, STEEL STRUCTURE

240 SQFT $____________ $____________

B0440 56320-0000 CONTAINMENT SYSTEM AND WORKER PROTECTION PLAN

ALL LPSM $___LPSM_____ $____________

B0460 57501-0000 MINOR BRIDGE WORK (REMOVE ASPHALT)

ALL LPSM $___LPSM_____ $____________

B0480 61708-1000 REMOVE AND RESET, GUARDRAIL

220 LNFT $____________ $____________

B0500 61901-0000 FENCE (TREE PROTECTION)

50 LNFT $____________ $____________

B0520 62632-0000 PLANTINGS

ALL LPSM $___LPSM_____ $____________

B0540 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

12 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 7

B0560 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

B0580 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

660 LNFT $____________ $____________

B0600 63502-2100 TEMPORARY TRAFFIC CONTROL, CRASH CUSHION

2 EACH $____________ $____________

B0620 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

B0640 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

275 LNFT $____________ $____________

B0660 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

65 LNFT $____________ $____________

B0680 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

160 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP DEWA 10(6), 218(2)

Project Name:Replacement of the Dingmans Falls Access Bridge #1 and rehabilitation of the Vancampens Glen Bridge

B - 8

BID SUMMARY

Project NP DEWA 10(6), 218(2)

(1) Schedule A (Base Contract) Bid Total (from Page B-4) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-7) = (1) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) $____________________

Maximum Time Allowed for the Contract if Schedules A and B are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B, the performance period to complete all contract work will be 328 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all

Schedule A work will be 323 calendar days and will start on the effective date of Schedule A’s Notice to

Proceed.

If Schedule B (Government Option 1) is exercised after the award of the original contract, the performance period to complete all Schedule B work will be 128 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

Does the Bidder claim the Price Evaluation Preference for HUBZone Yes No

Small Business Concerns as defined in FAR Clause 52.219-4? ☐ ☐

Section 156. — PUBLIC TRAFFIC

156.04. Delete the first paragraph and substitute the following:

Accommodate traffic according to the MUTCD, contract traffic control plan, Section 635, and this Section. An alternate traffic control plan may be submitted for approval in accordance with Subsection 104.03 and the following:

(a) Ensure safe and efficient pedestrian, bicycle, and vehicular traffic (including emergency vehicles) at all times during construction except during the full closure of the Dingmans Falls Access Bridge;

(b) Schedule and perform work to minimize disruption to public traffic; and

(c) Accommodate the construction operations as approved under Section 155.

Submit traffic control plans at least 30 days before its intended use. After the initial traffic control plan is approved, revise it as necessary to accommodate approved changes in the construction schedule. Submit the revised traffic control plan at least 14 days before implementation, unless otherwise approved by the CO.