Amendment 0002 - NP CHOH 206(1) 913(1) ETC.pdf

(x)

693C7323B000006 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 1402/15/20230002

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

01/20/2023

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.)

Project NP CHOH 206(1) 913(1) ETC

The purpose of this Amendment is to:

1) Replace plan drawings sheets C01, C05, R14, R33, and R52 with updated drawings.

2) Replace the B pages for Schedule A (base contract) to correct pay item A0580 description.

3) Update the Special Contract Requirements (SCRs), Subsection 567.06 (J pages) of the

Solicitation.

4) Respond to bidder questions.

5) The bid opening date of February 21, 2023, at 2:00 p.m. EST remains unchanged.

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. 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 .

Amendment 0002

Info Page 1 of 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002

Project NP CHOH 206(1), 913(1), ETC.

Chesapeake and Ohio Canal National Historical Park

Solicitation: 693C73-23-B-000006

The purpose of this Amendment is to:

1) Replace plan drawings sheets C01, C05, R14, R33, and R52 with updated drawings.

2) Replace the B pages for Schedule A (base contract) to correct pay item A0580 description.

3) Update the Special Contract Requirements (SCRs), Subsection 567.06 (J pages) of the Solicitation.

4) Respond to bidder questions.

5) The bid opening date of February 21, 2023, at 2:00 p.m. EST remains unchanged.

Solicitation Changes

1) Replace plan drawings sheets C01, C05, R14, R33, and R52 with the attached drawings.

(Removed reinforcing steel dimensions from sheets R14, R33, and R52 and added reinforcing steel totals to sheet R14. Updated pay item description for one pay item on sheets C01 and C05.)

2) See attached updated B pages for Schedule A.

3) SCR change:

567.06(b)(1). Delete the first sentence of the Subsection and substitute the following:

Use production piles for the verification testing. The CO will designate one Culvert 82 production pile per abutment that will be tested.

4) Responses to bidder questions:

Question: The micropile diagram for Culvert 82 doesn't indicate which pile is to be used for testing. Which pile should be used?

Response: The Culvert 82 site production test piles (one per abutment) will be assigned by the

CO.

Info Page 2 of 2

Question: (Sub)section 567.06 (page 513-516) (of FP-14) specifies both Verification tests of sacrificial micropiles and proof tests of production micropiles. Will the sacrificial micropiles be required for this project? If so, where will the sacrificial piles be located for each site, and for the cost of the micropile components would the quantity need to be increased for the sacrificial piles since the unit of measurement is by the linear foot?

Response: There will not be a need for using sacrificial test piles. Only production piles will be tested. One production pile per abutment will be tested. The Subsection is being updated under this amendment.

Question: In the plans, on Schedule A line item A0580, it lists the C-channel as "C12x20.7" but on the construction drawings such as sheet R09 the channel is marked "C9x20". Could you please confirm the correct material size for the bridge construction?

Response: The correct material size is shown on the design plan sheets (such as sheet R09). The correct material size is C9x20. The plan sheets C01 and C05 and the B pages for Schedule A will be revised as part of this amendment.

Question: In the plans, sheet R14 indicates the shape for the rebar but the dimensions are not listed for those abutments as they are in the other abutment rebar tables. Could you please provide the dimensions?

Response: Eastern Federal Lands Highway Division (EFLHD) doesn’t provide filled out reinforcing steel charts for non-precast concrete elements. This information was provided in error. Please see the revised R14, R33, and R52 plan sheets provided under this amendment.

Question: What is the unfactored design load that needs to be applied to the testing schedule?

Response: Please see the bottom of Page 14 of the Geotechnical Report (Government Provided

Information) dated February 2022 for the unfactored design loads.

NPS PMIS No. 75 4, 4 41, 4 45 4 22 2 2 92 2 92 & 2 92 47 NPS Drwa No. 41 2/ 17546 0

STATE PROJECT SHEET

NUMBER

MD NP CHOH 206(1) 903(1) ETC COl

SCHEDULE A

Summary of Quantities by Site Estimated A0620 55601-1300 BRIDGE RAILING, TIMBER LNFT 90 90 90 270

Line Pay Item Quantities

STRUCTURAL TIMBER AND LUMBER, TREATED

Pay Item Description Unit Lock 25 Fifteen Mile A0640 55701-2000 MFBM 4.5 4.25 4.25 13

Item No. Number Bridge & Lock

Dargan Creek Allowance

Bid (NAIL LAMINATED DECK) Bridge Schedule STRUCTURAL TIMBER AND LUMBER, TREATED 25 Culvert Bridge A0660 55701-2000

(DECK RUNNERS)

MFBM 0.5 0.5 1

A0100 15101-0000 MOBILIZATION LPSM ALL

A0680 56401-1000 BEARING DEVICE, ELASTOMERIC (PLAIN) EACH 10 10 10 30

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING LPSM ALL

A0700 56701-0000 MICROPILE (9.625-INCH API N80 PIPE) LNFT 590 710 770 2,070

A0140 15401-0000 CONTRACTOR TESTING LPSM ALL

A0720 61010-0000 DRAINAGE WEEP HOLE (SYSTEM) EACH 4 4 8

A0160 15702-4000 SOIL EROSION CONTROL, FILTER BAG LPSM ALL

A0740 61701-4000 GUARDRAIL SYSTEM SBTB (LOCK 25 CULVERT) LNFT 32 32

A0180 15705-1400

SOIL EROSION CONTROL, FIBER ROLL (FILTER

LNFT 400 210 275 15 900 A0760 61901-0000 FENCE (TREE PROTECTION) LNFT 100 so 100 250

LOG)

SOIL EROSION CONTROL, TEMPORARY

A0780 61904-0000 BOLLARD POST EACH 15 15

A0200 15705-1800 DIVERSION BERM (TEMPORARY BARRIER LNFT 45 40 5 90 A0800 61920-2000 REMOVE AND RESET GATE EACH 1 1 1 3

DIVERSION) STONE MASONRY (PIN MASONRY RETAINING

A0220 20220-1000 REMOVAL, INDIVIDUAL TREE EACH 1 1 A0820 62002-0000 WALL AND REPLACE STONES, LOCK 25 SQYD 25 25

A0240 20301-0100 REMOVAL OF BOLLARD EACH 15 15

CULVERT)

REMOVAL OF BRIDGE (30-FOOT, TEMPORARY REMOVE AND RESET STONE MASONRY

A0260 20301-0400

SUPERSTRUCTURE)

EACH 1 1 A0840 62025-1000 (STACKED STONE RETAINING WALL AND CUYD 25 25

REMOVAL OF BRIDGE (42-FOOT MULTI-BEAM

WINGWALL, LOCK 25 CULVERT)

A0280 20301-0400 STEEL SUPERSTRUCTURE AND CONCRETE EACH 1 1 2 A0860 62502-0000 TURF ESTABLISHMENT SQYD 214 54 43 39 350

SUBSTRUCTURE) A0880 62516-1000 MULCHING, DRY METHOD SQYD 56 56 124 14 250

A0300 20302-1200 REMOVAL OF GUARDRAIL (LOCK 25 CULVERT) LNFT 32 32 A0900 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING SQFT 24.5 22 22 6.5 75

A0320 20303-1600 REMOVAL OF PAVEMENT, ASPHALT SQYD 502 282 158 108 1,050 A0920 63501-0000 TEMPORARY TRAFFIC CONTROL LPSM ALL

A0340 20401-0000 ROADWAY EXCAVATION CUYD 72 47 27 24 170 SYSTEM INSTALLATION, TRAFFIC DETECTOR A0940 63602-6020

WIRE LOOP

EACH 1 1 2

SEPARATION-STABILIZATION GEOTEXTILE,

A0360 20701-1000

CLASS 2 TYPE E

SQYD 647 338 283 132 1,400

A0960 63701-0000 FIELD OFFICE EACH 2

A0380 20801-0000 STRUCTURE EXCAVATION CUYD 85 290 270 645 A0980 64620-0000 REMOVE AND RESET (LOOP COUNTER BOX) EACH 1 1

A0400 20803-0000 STRUCTURE BACKFILL CUYD 40 150 140 330

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2 TON 158 88 49 30 325

A0440 30202-2100

ROADWAY AGGREGATE, METHOD 2, SURFACE

TON 19 6 25

COURSE

A0460 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH SQYD 125 54 43 28 250

A0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1 TON 112 63 35 20 230

0 A0500 41202-0000 TACK COAT GAL 130 74 42 29 275 �

i A0520 55201-0200

STRUCTURAL CONCRETE, CLASS A (AE)

CUYD 75 70 145

(ABUTMENTS, WINGWALLS, AND FOOTINGS)

� A0540 55201-0200

STRUCTURAL CONCRETE, CLASS A (AE)

CUYD 40 40

I

(ABUTMENTS AND FOOTINGS)

A0560 55401-2000 REINFORCING STEEL, EPOXY COATED LB 3000 7500 7500 18,000

� A0580 55502-0000 LB 41050 41,050

I

STRUCTURAL STEEL, FURNISHED,

FABRICATED, AND ERECTED (W14X193 BEAM

AND C9X20 DIAPHRAGM)

I

STRUCTURAL STEEL, FURNISHED,

A0600 55502-0000 FABRICATED, AND ERECTED (W24X84 BEAM LB 20000 20000 40,000

" AND C15X33.9 DIAPHRAGM)

ii' NO. DATE BY REVISIONS U.S. DEPARTMENT OF TRANSPORTATION CHESAPEAKE AND OHIO CANAL NATIONAL HISTORICAL PARK n

FEDERAL HIGHWAY ADMINISTRATION 0

M OFFICE OF FEDERAL LANDS HIGHWAY

TABULATION OF QUANTITIES

Yanina.Kirtley Polygon

Yanina.Kirtley Text Box

1. 2/14/23 YK Revised pay item description for item A0580.

Yanina.Kirtley Text Box Amendment 002

SCHEDULE A

BRIDGE WORK SUMMARY

Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item Pay Item

20301-0400 20301-0400 20801-0000 20803-0000 55201-0200 55201-0200 55401-2000 55502--0000 55502--0000 55601--1300

Structural Structural

Removal of Structure Structure Steel, Steel, Removal of Bridge (42' Multi Concrete, Concrete, Reinforcing Furnished, Furnished, w Class A Fabricated, Fabricated, Bridge w LOCATION Bridge (30' Beams Steel Structure Structure Class A (AE) Steel, :z: (AE) and Erected and Erected Railing, Ill Temporary Superstructure Excavation Backfill (Abutments, (Abutments Epoxy

(W14X193 (W24X84 Timber Superstructure) and Concrete Wingwalls, and Coated

Beam and Substructure) and Footings)

Footings)

Beam and C9X20 C15X33.9

Diaphragm) Diaphragm)

Each Each Cuyd Cuyd Cuyd Cuyd Lb Sqyd Ton Lnft

Lock 25 Bridge

ROl - R16 (3100-00lP) 1 85 40 40 3000 41050 90

Dargan Bridge R17 - R35 (3100-005P) 1 290 150 75 7500 20000 90

Fifteen Mile

Creek Bridge

R36 - R54 (3100-013P) 1 270 140 70 7500 20000 90

Lock 25 Culvert R55 - R56 (3100-039P)

Subtotal this Sheet 1 2 645 330 145 40 18000 41050 40000 270

Rounded Total 1 2 645 330 145 40 18000 41050 40000 270

SCHEDULE B

BRIDGE WORK SUMMARY

;:; Pay Item Pay Item Pay Item Pay Item Pay Item 0

20304-2000 20801-0000 55201-0200 55201-0200 55504-0000 t- Removal of Structure w Pre-w Location Bridge Structure Concrete, Reinforcing :z: Febricated

I

Ill (Temporary Excavation Class A Steel Steel Bridge

� Trail Bridge) (AE)

Lpsm Cuvd Cuvd Lb Lpsm � R57-R64 Culvert 82 1 80 16 1700 1 I

I Subtotal this Sheet 1 80 16 1700 1

Rounded Total 1 80 16 1700 1

Cl

Cl

NO. DATE BY REVISIONS

n

N

N

Pay Item Pay Item Pay Item Pay Item

55701-2000 55701-2000 56401-1000 56701-0000

Structural Timber and Structural

Bearing Lumber, Timber and Micropile

Device, Treated Lumber, (9.625-inch

(Nail Treated (Deck Elastomeric

API NSO Pipe) Laminated Runners)

(Plain)

Deck)

Mfbm Mfbm Lnft Lnft

4.5 10 590

4.25 0.5 10 710

4.25 0.5 10 770

13 1 30 2070

13 1 30 2070

Pay Item

56701-0000

Micropile

REMARKS

Lnft

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

NPS PMIS No. 75 4, 4 22 2 2 92 41, 4 45 4 2 92 & 2 92 47 NPS Drwa No. 41 2/ 17546 0

SHEET

STATE PROJECT

NUMBER

MD NP CHOH 206(1) 913(1) ETC cos

Pay Item Pay Item Pay Item

61010-0000 62002-0000 62025-1000

Remove and Stone Reset Stone

Masonry (Pin Masonry Drainage

Masonry (Stacked REMARKS Weep Hole (System)

Retaining Wall Stone & Replace Retaining

Stones) Wall & Wingwall)

Each Sqyd Cuyd

25 25

8 25 25

8 25 25

CHESAPEAKE AND OHIO CANAL NATIONAL HISTORICAL PARK

SUMMARIES AND SCHEDULES

Yanina.Kirtley Polygon

Yanina.Kirtley Text Box Amendment 002

Yanina.Kirtley Text Box

1. 2/14/23 YK Revised pay item description.

R14

M

P R

O J E

C T

S c h o h (1 (1

E tc B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

P S

E

-0

1P

L o c k

B r id g e P

R O J E

C T

S

(L o c k

B r id g e d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

A C

T U

A L F I L E R

E tc R e in fo r c e m e n t

L is t.

D G

N

REINFORCEMENT LIST

No scale

Dimension: 12 - 052 feet

Dimension: 12 - 052

KEY

inch

"4

3 =

"2

2 =

"4

1 = inch fraction:

02/09/231 LTE Removed "Dimension Table" column information.

1 02/09/23 LTE Added reinforcing steel pound totals.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

175460

249241 MD

913(1) ETC

NP CHOH 206(1)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

BC HC

DRAWN BY

George ChoubahBC/LTE of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130616

Structure Number 3100-001P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO CANAL

Lock 25 Bridge

(Route 913)

October 2022

Yanina.Kirtley Text Box Amendment 002

Yanina.Kirtley Polygon

R33

M

P R

O J E

C T

S c h o h (1 (1

E tc B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

E

-0

D a r g a n

B r id g e P

R O J E

C T

S

(D a r g a n

B r id g e d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

A C

T U

A L F I L E R

E tc R e in fo r c e m e n t

L is t.

D G

N

REINFORCEMENT LIST

No scale

Dimension: 12 - 052 feet

Dimension: 12 - 052

KEY

inch

"4

3 =

"2

2 =

"4

1 = inch fraction:

1 02/09/23 LTE Removed "Dimension Table" column information.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

175460

249245 MD

913(1) ETC

NP CHOH 206(1)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

HC

DRAWN BY

George ChoubahLTE BC / LTE of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130619

Structure Number 3100-005P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO CANAL

DARGAN BRIDGE

(Route 928)

October 2022

Yanina.Kirtley Text Box Amendment 002

R52

M

P R

O J E

C T

S c h o h (1 (1

E tc B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s

E

-0

F if te e n

M il e

C r e e k

B r id g e P

R O J E

C T

S

(1

M il e

C r e e k

B r id g e d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

A C

T U

A L F I L E R

E tc R e in fo r c e m e n t

L is t.

D G

N

REINFORCEMENT LIST

No scale

Dimension: 12 - 052 feet

Dimension: 12 - 052

KEY

inch

"4

3 =

"2

2 =

"4

1 = inch fraction:

1 02/09/23 LTE Removed "Dimension Table" column information.

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

175460

249247 MD

913(1) ETC

NP CHOH 206(1)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

BC HC

DRAWN BY

George ChoubahLTE of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-130619

Structure Number 3100-013P

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

FIFTEEN MILE CREEK BRIDGE

NATIONAL HISTORICAL PARK

CHESAPEAKE AND OHIO CANAL

(Route 206)

October 2022

Yanina.Kirtley Text Box Amendment 002

B - 1

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0120 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0140 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0160 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0180 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (FILTER LOG)

900 LNFT $____________ $____________

A0200 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM (TEMPORARY

BARRIER DIVERSION)

90 LNFT $____________ $____________

A0220 20220-1000 REMOVAL, INDIVIDUAL TREE

1 EACH $____________ $____________

A0240 20301-0100 REMOVAL OF BOLLARD

15 EACH $____________ $____________

A0260 20301-0400 REMOVAL OF BRIDGE (30-FOOT, TEMPORARY SUPERSTRUCTURE)

1 EACH $____________ $____________

A0280 20301-0400 REMOVAL OF BRIDGE (42-FOOT MULTI-BEAM STEEL SUPERSTRUCTURE

AND CONCRETE SUBSTRUCTURE)

2 EACH $____________ $____________

A0300 20302-1200 REMOVAL OF GUARDRAIL (LOCK 25 CULVERT)

32 LNFT $____________ $____________

A0320 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

1,050 SQYD $____________ $____________

A0340 20401-0000 ROADWAY EXCAVATION

170 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 2

A0360 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,400 SQYD $____________ $____________

A0380 20801-0000 STRUCTURE EXCAVATION

645 CUYD $____________ $____________

A0400 20803-0000 STRUCTURAL BACKFILL

330 CUYD $____________ $____________

A0420 30202-2000 ROADWAY AGGREGATE, METHOD 2

325 TON $____________ $____________

A0440 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

25 TON $____________ $____________

A0460 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

250 SQYD $____________ $____________

A0480 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

230 TON $____________ $____________

A0500 41202-0000 TACK COAT

275 GAL $____________ $____________

A0520 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ABUTMENTS, WINGWALLS, AND

FOOTINGS)

145 CUYD $____________ $____________

A0540 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE) (ABUTMENTS AND FOOTINGS)

40 CUYD $____________ $____________

A0560 55401-2000 REINFORCING STEEL, EPOXY COATED

18,000 LB $____________ $____________

0002 A0580 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (W14X193

BEAM AND C9X20 DIAPHRAGM)

41,050 LB $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 3

A0600 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED (W24X84

BEAM AND C15X33.9 DIAPHRAGM)

40,000 LB $____________ $____________

A0620 55601-1300 BRIDGE RAILING, TIMBER

270 LNFT $____________ $____________

A0640 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (NAIL LAMINATED DECK)

13 MFBM $____________ $____________

A0660 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (DECK RUNNERS)

1 MFBM $____________ $____________

A0680 56401-1000 BEARING DEVICE, ELASTOMERIC (PLAIN)

30 EACH $____________ $____________

A0700 56701-0000 MICROPILE (9.625-INCH API N80 PIPE)

2,070 LNFT $____________ $____________

A0720 61010-0000 DRAINAGE WEEP HOLE (SYSTEM)

8 EACH $____________ $____________

A0740 61701-4000 GUARDRAIL SYSTEM SBTB (LOCK 25 CULVERT)

32 LNFT $____________ $____________

A0760 61901-0000 FENCE (TREE PROTECTION)

250 LNFT $____________ $____________

A0780 61904-0000 BOLLARD POST

15 EACH $____________ $____________

A0800 61920-2000 REMOVE AND RESET GATE

3 EACH $____________ $____________

A0820 62002-0000 STONE MASONRY (PIN MASONRY RETAINING WALL AND REPLACE

STONES, LOCK 25 CULVERT)

25 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 4

A0840 62025-1000 REMOVE AND RESET STONE MASONRY (STACKED STONE RETAINING

WALL AND WINGWALL, LOCK 25 CULVERT)

25 CUYD $____________ $____________

A0860 62502-0000 TURF ESTABLISHMENT

350 SQYD $____________ $____________

A0880 62516-1000 MULCHING, DRY METHOD

250 SQYD $____________ $____________

A0900 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

75 SQFT $____________ $____________

A0920 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A0940 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

2 EACH $____________ $____________

A0960 63701-0000 FIELD OFFICE

2 EACH $____________ $____________

A0980 64620-0000 REMOVE AND RESET (LOOP COUNTER BOX)

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 5

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

B0200 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0220 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0240 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0260 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

B0280 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM (PUMP-AROUND

PRACTICE)

ALL LPSM $___LPSM_____ $____________

B0300 15705-1400 SOIL EROSION CONTROL, FIBER ROLL (FILTER LOG)

750 LNFT $____________ $____________

B0320 15705-1700 SOIL EROSION CONTROL, FILTER BERM

40 LNFT $____________ $____________

B0340 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM (TEMPORARY

BARRIER DIVERSION)

75 LNFT $____________ $____________

B0360 15705-1900 SOIL EROSION CONTROL, TEMPORARY WATER CROSSING (CAUSEWAY)

40 LNFT $____________ $____________

B0380 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT (ENTRANCE)

2 EACH $____________ $____________

B0400 20103-0000 CLEARING AND GRUBBING

650 SQYD $____________ $____________

B0420 20220-1000 REMOVAL, INDIVIDUAL TREE

3 EACH $____________ $____________

B0440 20302-2100 REMOVAL OF PIPE CULVERT

35 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 6

B0460 20304-2000 REMOVAL OF BRIDGE (TEMPORARY TRAIL BRIDGE)

ALL LPSM $___LPSM_____ $____________

B0480 20420-0000 EMBANKMENT CONSTRUCTION

175 CUYD $____________ $____________

B0500 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

600 SQYD $____________ $____________

B0520 20801-0000 STRUCTURE EXCAVATION

80 CUYD $____________ $____________

B0540 25102-0400 PLACED RIPRAP, METHOD A, CLASS 4

55 TON $____________ $____________

B0560 30202-2100 ROADWAY AGGREGATE, METHOD 2, SURFACE COURSE

200 TON $____________ $____________

B0580 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

100 SQYD $____________ $____________

B0600 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

16 CUYD $____________ $____________

B0620 55401-1000 REINFORCING STEEL

1,700 LB $____________ $____________

B0640 55504-0000 PRE-FABRICATED STEEL BRIDGE

ALL LPSM $___LPSM_____ $____________

B0660 56701-0000 MICROPILE

400 LNFT $____________ $____________

B0680 60103-0100 CONCRETE, HEADWALL FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

B0700 60201-0600 18-INCH PIPE CULVERT (REINFORCED CONCRETE PIPE)

28 LNFT $____________ $____________

B0720 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 7

B0740 61901-0000 FENCE (TREE PROTECTION)

100 LNFT $____________ $____________

B0760 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

1,000 SQYD $____________ $____________

B0780 62502-0000 TURF ESTABLISHMENT

1,400 SQYD $____________ $____________

B0800 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

30 SQYD $____________ $____________

B0820 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

20 SQFT $____________ $____________

B0840 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP CHOH 206(1) 913(1) ETC

Project Name:Replacement of Lock 25, Dargan, Fifteen Mile Creek Bridges, New Culvert 82 Bridge at Mile Marker 52.5 - C & O Canal and Rehabilitation of Lock 25 Culvert

B - 8

BID SUMMARY

Project NP CHOH 206(1) 913(1) ETC

(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 245 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 235 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 105 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.