Amendment 0002 - KY ERFO COE 2019-1(1).pdf

(x)

693C7322B000009 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 1405/10/20220002

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

04/05/2022

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 KY ERFO COE 2019-1(1)

The purpose of this Amendment is to:

1) Revise the Plans to add callouts on the typical sections and to add a new pay item.

2) Revise the Solicitation Bid Schedule (B Pages) to add new pay item for Placed Riprap, Method A.

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

Continued ...

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)

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

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 15

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322B000009/0002

4) The Bid Opening date of Thursday, May 26, 2022, at 2:00 p.m. EST remains unchanged.

B Pages changes

Delete the Solicitation Bid Schedule B Pages (B-1 thru B-5), and substitute the amended Bid

Schedule B Pages (B-1 thru B-5).

Plans changes

1. Delete Plan Sheets B01-B03 and substitute the amended Plan Sheets B01-B03.

Added roadway excavation callouts on typical section sheets to address bidder question on how the full depth asphalt removal is being paid for.

Roadway excavation pay item (previously included) will also cover the asphalt removal as shown on typical sections.

2. Delete Plan Sheet C01 and substitute the amended Plan Sheet C01.

Added pay item 25102-0000, PLACED RIPRAP, METHOD

A (GOVERNMENT-PROVIDED MATERIAL STOCKPILE). This pay item was added to pay for labor for placement of government-provided material stockpile under schedule A.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment No. 0002

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

KY ERFO COE 2019-1(1)

Lake Cumberland Kendall Recreation Area Solicitation: 693C73- 22-B-000009

The purpose of this Amendment is to:

1) Revise the Plans to add callouts on the typical sections and to add a new pay item.

2) Revise the Solicitation Bid Schedule (B Pages) to add new pay item for Placed Riprap, Method A.

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

4) The Bid Opening date of Thursday, May 26, 2022, at 2:00 p.m. EST remains unchanged.

B Pages changes

Delete the Solicitation Bid Schedule B Pages (B-1 thru B-5), and substitute the amended Bid Schedule B Pages (B-1 thru B-5).

Plans changes

1. Delete Plan Sheets B01-B03 and substitute the amended Plan Sheets B01-B03.

Added roadway excavation callouts on typical section sheets to address bidder question on how the full depth asphalt removal is being paid for. Roadway excavation pay item (previously included) will also cover the asphalt removal as shown on typical sections.

2. Delete Plan Sheet C01 and substitute the amended Plan Sheet C01.

Added pay item 25102-0000, PLACED RIPRAP, METHOD A (GOVERNMENT- PROVIDED MATERIAL STOCKPILE). This pay item was added to pay for labor for placement of government-provided material stockpile under schedule A.

C L existing

1.5% or Match

3' Shoulder (typ.)

L= ' m in.

(t yp

De sig n l oa d= ki ps (ty p.)

15° (typ.)

wall

Top of proposed gabionexisting

Match

1.5% or

Existing ground

1' (typ.)

See Note 2

Gabion basket (typ.)

3' (typ.)

15' apart, or as directed by the CO

Install 6" PVC outlet pipes, at

See Note 3

Soil nail (typ.)

NOTES:

riprap.

Install Seperation-Stabilization Geotextile, Class 1, Type C under the

Use existing onsite riprap at gabion wall toes as directed by the CO.8.

maintained 6 feet of the top of the wall.

Place and compact backfill as the wall is constructed so that the fill is 7.

needed and approved by the CO.

6. Construct fractional height courses (1 or 2 feet) only in the top course if quantities. See Subsection 208.03 for the excavation requirements.

The excavation slope was assumed to be 1V:1H for design and excavation 5.

conditions as approved or directed by the CO.

Field measure and adjust elevations and offsets of gabion wall to match field 4.

See Detail E259-A for soil nail.3.

See Detail E253-1A for gabion basket assembly requirements.2.

or mechanical equipment prior to constructing new retaining wall system.

Remove loose soil and landslide debris from the existing slope face using hand 1.

m a x

R e ta in in g w a ll h e ig h t, See Note 5

Excavation limit plate (typ.). See Note 3

Anchor bearing type B (typ.)

Geotextile, class 1

2.5' (typ.)

varies

101+16 to 103+14

BOAT RAMP ACCESS ROAD

Geotextile Class 2 – Type E Separation and Stabilization

2-inch Asphalt Concrete Pavement, Type 1

2-inch Asphalt Concrete Pavement, Type 1

3-inch Asphalt Concrete Pavement, Type 1

6-inch Aggregate Base, Grading C or D

Tack coat

Tack coat

(2% - 5%) varies

Method A. See Note 8 Place riprap, Existing Asphalt Concrete Pavement, 7-inch depth

Existing Base, 5-inch depth

1.5-inch Aggregate-topsoil Course borrow Unclassified

Limits of Construction

12 1 and Plan Method A. See Note 8 Place riprap, Roadway Excavation

AMD #0002 - Roadway Excavation callout added.

NO. DATE BY REVISIONS

05/10/22 JGA

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA

TYPICAL SECTION

BOAT RAMP ACCESS ROAD

SCHEDULE A

NO SCALE

16'

:2

A

M

M a y

B

B o a t R a m p

C E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r_

C E

\P ro je c t_

W o rk

S e ts

\K Y

E R

F O

C O

E

\d g n \A

M E

N D

B

-B

-K

Y E

R F

O C

O E

-1

(1 d g n

STATE PROJECT

NUMBER

SHEET

KY KY ERFO COE 2019-1(1) B01

AMENDMENT NO. 0002

20+00 to 21+56.35

KENDALL DAY USE PARKING AREA

1' (typ.) See Note 2

Gabion basket (typ.)

3' (typ.)

3' (typ.)

m a x

R e ta in in g w a ll h e ig

See Note 3

Soil nail (typ.)

De sig n l oa d= ki ps (t yp

L= ' m in.

(t yp wall

Top of proposed gabion plate (typ.). See Note 3

Anchor bearing

(3' - 7') varies type B (typ.)

Geotextile, class 1

Existing ground

See Note 5

Excavation limit

15' apart, or as directed by the CO

Install 6" PVC outlet pipes, at

15° (typ.)

NOTES:

riprap.

Install Seperation-Stabilization Geotextile, Class 1, Type C under the

Use existing onsite riprap at gabion wall toes as directed by the CO.8.

maintained 6 feet of the top of the wall.

Place and compact backfill as the wall is constructed so that the fill is 7.

needed and approved by the CO.

6. Construct fractional height courses (1 or 2 feet) only in the top course if quantities. See Subsection 208.03 for the excavation requirements.

The excavation slope was assumed to be 1V:1H for design and excavation 5.

conditions as approved or directed by the CO.

Field measure and adjust elevations and offsets of gabion wall to match field 4.

See Detail E259-A for soil nail.3.

See Detail E253-1A for gabion basket assembly requirements.2.

wall system.

hand or mechanical equipment prior to constructing new retaining

Remove loose soil and landslide debris from the existing slope face using 1.

varies

(6' - 17') varies

2-inch Asphalt Concrete Pavement, Type 1

2-inch Asphalt Concrete Pavement, Type 1

3-inch Asphalt Concrete Pavement, Type 1

6-inch Aggregate Base, Grading C or D

Tack coat

Tack coat

Separation and Stabilization Geotextile Class 2 – Type E

BL

140' - 215' Parking Pavement flatter

1V:10H or

Method A. See Note 8 Place riprap, Existing Asphalt Concrete Pavement, 7-inch depth

Existing Base, 5-inch depth

2'

See Detail A Install curb, concrete, 16-inch depth

Type 2, Class B steel posts. See Detail ET 617-32 Install guardrail system MGS, PORTLAND CEMENT CONCRETE CURB

DETAIL A

(70' - 140') varies

Mill and overlay pavement borrow Unclassified

Gabion if necessary Trim the back of the Spiral or Tie Wire

Back of Gabion Wall

Spiral

Face of Gabion Wall and lid panels.

Overlap the bottom

Gabion inside.

the end of the right gabion and slide panel on the left

Remove the end down Pannel of A Leave end into Gabion A Cut Mesh and fold back

Then Lid A First Close Lid B &

Connect A to B

FORMING ANGLES WITH GABIONS

PLAN VIEW 1' (typ.)

3' (typ.)

3' (typ.)

15° (typ.)

Desi gn loa d= kip s ( typ

L= ' m in.

(ty p.)

See Note 3 Soil nail (typ.)

20+43.50 to 20+49.50 20+00 to 20+19.50 and

Soil Nail Layout

1' (typ.)

3' (typ.)

3' (typ.)

15° (typ.)

Desi gn loa d= kip s ( typ

L= ' m in.

(ty p.)

20+56.97 to 21+56.35 20+25.50 to 20+37.50 and

Soil Nail Layout

See Note 3 Soil nail (typ.)

Limits of Construction

12 1 existing 1.5% or Match

B

A

Parking

BL

Parking Wall

Roadway Excavation

AMD #0002 - Roadway Excavation callout added.

NO. DATE BY REVISIONS

05/10/22 JGA

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA

TYPICAL SECTION

KENDALL DAY USE PARKING

SCHEDULE A

NO SCALE

8"

:2

M a y

B

D a y U s e

P a rk in g

C E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r_

C E

\P ro je c t_

W o rk

S e ts

\K Y

E R

F O

C O

E

\d g n \A

M E

N D

B

-B

-K

Y E

R F

O C

O E

-1

(1 d g n

STATE PROJECT

NUMBER

KY KY ERFO COE 2019-1(1) B02

De sig n l oa d= ki ps (ty p.)

L= ' m in.

(t yp

3' (typ.)

3' (typ.)

15° (typ.)

1' (typ.)

See Note 2

Gabion basket (typ.)

Existing ground

15' apart, or as directed by the CO

Install 6" PVC outlet pipes, at type B (typ.)

Geotextile, class 1 existing

Match

2% or

C L m a x

R e ta in in g w a ll h e ig wall

Top of proposed gabion plate (typ.). See Note 3

Anchor bearing borrow

Unclassified

2'

See Note 3

Soil nail (typ.)

See Note 5

Excavation limit.

2'

1V:2H

NOTES:

maintained 6 feet of the top of the wall.

Place and compact backfill as the wall is constructed so that the fill is 7.

needed and approved by the CO.

6. Construct fractional height courses (1 or 2 feet) only in the top course if quantities. See Subsection 208.03 for the excavation requirements.

The excavation slope was assumed to be 1V:1H for design and excavation 5.

conditions as approved or directed by the CO.

Field measure and adjust elevations and offsets of gabion wall to match field 4.

See Detail E259-A for soil nail.3.

See Detail E253-1A for gabion basket assembly requirements.2.

or mechanical equipment prior to constructing new retaining wall system.

Remove loose soil and landslide debris from the existing slope face using hand 1.

3'

300+20 to 301+50

CAMPGROUND ENTRANCE LOOP ROAD

Limits of Construction

Pullover Area 8'

Travel Lane 12'

2-inch Asphalt Concrete Pavement, Type 1

2-inch Asphalt Concrete Pavement, Type 1

3-inch Asphalt Concrete Pavement, Type 1

6-inch Aggregate Base, Grading C or D

Tack coat

Tack coat

Separation and Stabilization Geotextile Class 2 – Type E flatter

12% or

Shoulder 4'

Type 2, Class B steel posts. See Detail ET 617-32 Install guardrail system MGS, Method A Class 7 Placed riprap, Existing Asphalt Concrete Pavement, 5.5-inch depth

Existing Base, 6.5-inch depth

1.5-inch Aggregate-topsoil Course

Gabion if necessary Trim the back of the Spiral or Tie Wire

Back of Gabion Wall

Spiral

Face of Gabion Wall and lid panels.

Overlap the bottom

Gabion inside.

the end of the right gabion and slide panel on the left

Remove the end down Pannel of A Leave end into Gabion A Cut Mesh and fold back

Then Lid A First Close Lid B &

Connect A to B

FORMING ANGLES WITH GABIONS

PLAN VIEW

A

B type C (typ.)

Geotextile, class 1

Roadway Excavation

AMD #0002 - Roadway Excavation callout added.

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA

TYPICAL SECTION

CAMPGROUND ENTRANCE LOOP ROAD

SCHEDULE B

NO SCALE

:2

M a y

B

C a m p g ro u n d E n tr a n c e

E n g in e e ri n g S o ft w a re

\O p e n R o a d s D e s ig n e r_

C E

\P ro je c t_

W o rk

S e ts

\K Y

E R

F O

C O

E

\d g n \A

M E

N D

B

-B

-K

Y E

R F

O C

O E

-1

(1 d g n

STATE PROJECT

NUMBER

KY KY ERFO COE 2019-1(1) B03

SCHEDULE A

Sheet 1 of 2

AMD #0002 - Added pay item 25102-000.

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION LAKE CUMBERLAND KENDALL RECREATION AREA

TABULATION OF QUANTITIES

SCHEDULE A

:5

M a y

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

E n g in e e ri n g

S o ft w a re

\O p e n

R o a d s

D e s ig n e r_

C E

\P ro je c t_

W o rk S e ts

\K Y

E R

F O

C O

E

\d g n

\A M

E N

D

C

-C

K

Y E

R F

O C

O E

-1 (1 q n t.

d g n

STATE PROJECT

NUMBER

KY KY ERFO COE 2019-1(1) C01

B - 1

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

A0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0030 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0040 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

1,300 LNFT $____________ $____________

A0050 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0060 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

A0070 20302-0300 REMOVAL OF CURB AND GUTTER, CONCRETE

110 LNFT $____________ $____________

A0080 20302-2600 REMOVAL OF PAVEMENT MARKINGS

250 LNFT $____________ $____________

A0090 20315-0000 SAWCUTTING PAVEMENT

220 LNFT $____________ $____________

A0100 20401-0000 ROADWAY EXCAVATION

4,200 CUYD $____________ $____________

A0110 20403-0000 UNCLASSIFIED BORROW

1,260 CUYD $____________ $____________

A0120 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

1,780 SQYD $____________ $____________

A0130 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

420 SQYD $____________ $____________

A0140 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

1,280 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:KY ERFO COE 2019-1(1)

Project Name:Kendall Campground Roadway and Parking Repairs

Amendment 0002

B - 2

0002 A0145 25102-0000 PLACED RIPRAP, METHOD A (GOVERNMENT-PROVIDED MATERIAL

STOCKPILE)

120 TON $____________ $____________

A0150 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

1,450 CUYD $____________ $____________

A0160 25901-0000 SOIL NAIL

7,700 LNFT $____________ $____________

A0170 25903-0000 VERIFICATION TEST NAIL

2 EACH $____________ $____________

A0180 30101-4000 AGGREGATE BASE GRADING C OR D

4,700 TON $____________ $____________

A0190 31302-0150 AGGREGATE-TOPSOIL COURSE, 1 1/2-INCH DEPTH

95 SQYD $____________ $____________

A0200 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

290 TON $____________ $____________

A0210 41202-0000 TACK COAT

460 GAL $____________ $____________

A0220 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,350 SQYD $____________ $____________

A0230 60501-0000 STANDARD UNDERDRAIN SYSTEM

460 LNFT $____________ $____________

A0240 60510-0800 6-INCH OUTLET PIPE

400 LNFT $____________ $____________

A0250 60902-0800 CURB AND GUTTER, CONCRETE, 10-INCH DEPTH

120 LNFT $____________ $____________

A0260 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B STEEL POSTS

130 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:KY ERFO COE 2019-1(1)

B - 3

A0270 62502-0000 TURF ESTABLISHMENT

980 SQYD $____________ $____________

A0280 63401-0300 PAVEMENT MARKINGS, TYPE B, SOLID

280 LNFT $____________ $____________

A0290 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

A0300 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:KY ERFO COE 2019-1(1)

B - 4

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

B0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0030 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0040 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

350 LNFT $____________ $____________

B0050 20102-0000 CLEARING AND GRUBBING

ALL LPSM $___LPSM_____ $____________

B0060 20315-0000 SAWCUTTING PAVEMENT

80 LNFT $____________ $____________

B0070 20401-0000 ROADWAY EXCAVATION

1,200 CUYD $____________ $____________

B0080 20403-0000 UNCLASSIFIED BORROW

475 CUYD $____________ $____________

B0090 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

800 SQYD $____________ $____________

B0100 20701-0300 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE C

170 SQYD $____________ $____________

B0110 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

350 SQYD $____________ $____________

B0120 25102-0700 PLACED RIPRAP, METHOD A, CLASS 7

29 TON $____________ $____________

B0130 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

850 CUYD $____________ $____________

B0140 25901-0000 SOIL NAIL

5,750 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:KY ERFO COE 2019-1(1)

B - 5

B0150 25903-0000 VERIFICATION TEST NAIL

1 EACH $____________ $____________

B0160 30101-4000 AGGREGATE BASE GRADING C OR D

1,960 TON $____________ $____________

B0170 31302-0150 AGGREGATE-TOPSOIL COURSE, 1 1/2-INCH DEPTH

35 SQYD $____________ $____________

B0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

95 TON $____________ $____________

B0190 41202-0000 TACK COAT

120 GAL $____________ $____________

B0200 60501-0000 STANDARD UNDERDRAIN SYSTEM

100 LNFT $____________ $____________

B0210 60510-0800 6-INCH OUTLET PIPE

100 LNFT $____________ $____________

B0220 61701-4650 GUARDRAIL SYSTEM MGS, TYPE 2, CLASS B STEEL POSTS

118 LNFT $____________ $____________

B0230 61702-1500 TERMINAL SECTION, TYPE MGS TANGENT

2 EACH $____________ $____________

B0240 62502-0000 TURF ESTABLISHMENT

195 SQYD $____________ $____________

B0250 63501-0000 TEMPORARY TRAFFIC CONTROL

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Base

Project No:KY ERFO COE 2019-1(1)

Questions / Clarifications

Bidders can send written questions or inquiries for clarification to: eflhd.contracts@dot.gov.

Questions can be submitted at any time, however questions submitted within 10 days of the proposal due date may not be answered in time for the bidder to properly incorporate the responses into their bid.

1. FP14, Para 637.03, states to provide a Field Office and Residential Housing in accordance with Table 637-1 and 637-2. However, the bid schedule only has a line item for Field Office. Is the contractor to provide Residential Housing for this project?

Response: Residential housing is not required for this project.

2. There seems to be some areas adjacent to the project site on the Corps of Engineers property. Will we be allowed to utilize some of those spaces for an office trailer?

Response: There is a fenced in site with power that is designated for a field office.

3. If discrepancies occur between the drawings and FP14, does the FP14 override the drawings?

Response: Please refer to FP-14, Subsection 104.04 for coordination of contract documents.

4. If required will the contractor be allowed to gain access to an outside of the LOD?

Response: No, all work needs to be performed within the LOD.

5. Large Class II or III riprap is located on the embankment at the parking lot and ramp access. Can this be used as Unclassified Borrow?

Response: The riprap is NOT suitable to be used as unclassified borrow. It will pose challenges in compaction and installation of soil nails.

6. If not does the government have a location, they would like to stock pile and reuse this material at a later date?

Response: On-site Riprap is to be placed at the toe of the gabion walls at the Boat Ramp Access Road and Kendal Day Use Parking Area per the drawings and as directed by the CO. Surplus rip rap not placed at the gabion walls may be stockpiled at an on-site location at the direction of the CO and would require flushing with topsoil and seeding.

7. Will the government accept Kentucky Department of Transportation approved asphalt mix design?

mailto:eflhd.contracts@dot.gov

Response: Yes, according to Subsection 403.02(a) of the FP-14.

8. Will the government accept Kentucky Department of Transportation approved asphalt construction? Example approved Subgrade, base, and topcoat.

Response: No. The pavement needs to be constructed according to the typical sections included in the Plans.

9. It appears we have several large quantity items that FHWA typically has line items in the bid schedule for pricing. For example, in multiple locations on the drawing for Schedule A it states to price Riprap Method A. It even states to reuse existing riprap on site and price in accordance with Riprap Method A. However, Schedule A has no Pay Item for Riprap Method A. Please Advise.

Response: Pay Item 25102-0000 Placed Riprap, Method A (Government-Provided Material Stockpile) has been added in Amendment 2.

10. According to the drawings there is a large amount of Full Depth Asphalt removal. However, we do not have a line item for Full Depth Asphalt Removal. Please Advise

Response: Typical Sections have been revised to add callouts in Amendment 2.

Roadway excavation pay item (previously included) will also cover the asphalt removal as shown on typical sections.

11. Does the government have a site local to the site to dispose surplus materials? (Example dirt, rock, excavated material.

Response: Please see attached the proposed locations for the surplus materials.