Amendment 0004 - NP-BLRI 2F27 2F28.pdf

(x)

693C7322B000001 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 1411/04/20210004

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

10/01/2021

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-BLRI 2F27, 2F28

The purpose of this Amendment is to:

1) Revise the plan sheets.

a) See revised plan Sheets C01_Amendment_0004 and C07_Amendment_0004.

2) Revise the Solicitation B pages as follows:

a) Delete the Solicitation Bid Schedule pages B-1 thru B-3 and substitute the amended Bid

Schedule pages B-1 thru B-3.

b) Updated quantity for pay item 40101-0100 Asphalt Concrete Pavement, Gyratory Mix, 3/8-Inch Nominal Maximum Size Aggregate, <0.3 Million ESAL (Type Iv Roughness, PG 64-22).

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 14

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7322B000001/0004

c) Updated quantity for pay item 41202-0000 Tack Coat.

d) Add pay item 41301-0400 Asphalt Pavement Milling, 1 ½-inch Depth.

e) Delete pay item 41801-3000 Asphalt Concrete Pavement Patch, Type 3.

f) See revised B Pages_Amendment_0004

3) Bid Opening date of November 9, 2021 at 2:00 p.m. EST remains unchanged.

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

Sponsored by GSA

FAR (48 CFR) 53.110

Amendment 0004

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0004

Project NP-BLRI 2F27, 2F28

BLUE RIDGE PARKWAY

Solicitation: 693C73-22-B-000001

The purpose of this Amendment is to:

1) Revise the plan sheets.

a) See revised plan Sheets C01_Amendment_0004 and C07_Amendment_0004.

2) Revise the Solicitation B pages as follows:

a) Delete the Solicitation Bid Schedule pages B-1 thru B-3 and substitute the amended Bid Schedule pages B-1 thru B-3.

b) Updated quantity for pay item 40101-0100 Asphalt Concrete Pavement, Gyratory

Mix, 3/8-Inch Nominal Maximum Size Aggregate, <0.3 Million ESAL (Type Iv Roughness, PG 64-22).

c) Updated quantity for pay item 41202-0000 Tack Coat.

d) Add pay item 41301-0400 Asphalt Pavement Milling, 1 ½-inch Depth.

e) Delete pay item 41801-3000 Asphalt Concrete Pavement Patch, Type 3.

f) See revised B Pages_Amendment_0004

3) Bid Opening date of November 9, 2021 at 2:00 p.m. EST remains unchanged.

AMENDMENT NO. 4

4AMENDMENT NO. 4

& 41202-0000.

quantities for Pay Items 40101-0100 added Pay Item 41301-0400 & adjusted AMD #4 - Removed Pay Item 41801-3000, MWT11/4/214

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

TABULATION OF QUANTITY

:4

A

M

N o v e m b e r

S h e e t

C

T a b u la ti o n o f Q u a n ti ty

C

U s e r s \m ic h a e l.

to o m e r \D e s k to p

\C u r r e n t W o r k

\B L

R I

F

\C

A D

D \A m e n d m e n t

\C

C

B

L R

I

F

F q ty

A m e n d m e n t-

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2F27, 2F28 C01

NPS Drwg No. 601/173627 NPS PMIS No. 242360

PAVEMENT SUMMARIES

AMENDMENT NO. 4 4

4 11/4/21 MWT

& 41202-0000.

quantities for Pay Items 40101-0100 added Pay Item 41301-0400 & adjusted AMD #4 - Removed Pay Item 41801-3000, NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION BLUE RIDGE PARKWAY

SUMMARIES AND SCHEDULES

PAVEMENT SUMMARIES

:5

A

M

N o v e m b e r

S h e e t

C

P a v e m e n t

C

U s e r s \m ic h a e l.

to o m e r \D e s k to p \C u r r e n t

W o r k \B

L R

I

F \C

A D

D \A m e n d m e n t

\C

C

B

L R

I F

F q ty

A m e n d m e n t-

.d g n

STATE PROJECT

NUMBER

SHEET

NC NP-BLRI 2F27, 2F28 C07

NPS Drwg No. 601/173627 NPS PMIS No. 242360

B - 1

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

0004 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

650 LNFT $____________ $____________

A0050 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

A0060 20103-0000 CLEARING AND GRUBBING

820 SQYD $____________ $____________

A0070 20302-0400 REMOVAL OF CURB, ASPHALT

250 LNFT $____________ $____________

A0080 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

660 SQYD $____________ $____________

A0090 20401-0000 ROADWAY EXCAVATION

3,500 CUYD $____________ $____________

A0100 20701-0200 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 1, TYPE B

880 SQYD $____________ $____________

A0110 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

670 SQYD $____________ $____________

A0120 20703-0000 GEOGRID (TYPE V)

7,850 SQYD $____________ $____________

A0130 25501-1000 MECHANICALLY STABILIZED EARTH WALL, WELDED WIRE FACE

4,500 SQFT $____________ $____________

A0140 26110-0000 SELECT GRANULAR BACKFILL (#57 STONE)

3,910 CUYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 2

A0150 30101-4000 AGGREGATE BASE GRADING C OR D

300 TON $____________ $____________

A0160 31302-0450 AGGREGATE-TOPSOIL COURSE, 4 1/2-INCH DEPTH

110 SQYD $____________ $____________

0004 A0170 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

64-22)

80 TON $____________ $____________

A0180 40101-0500 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 1/2-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, <0.3 MILLION ESAL (PG 64-22)

100 TON $____________ $____________

0004 A0190 41202-0000 TACK COAT

115 GAL $____________ $____________

0004 A0195 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

2,260 SQYD $____________ $____________

0004 A0200 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3

2,260 SQYD $____________ $____________

A0210 60510-0700 6-INCH COLLECTOR PIPE (PREFORATED)

250 LNFT $____________ $____________

A0220 60510-0800 6-INCH OUTLET PIPE (NON-PREFORATED)

250 LNFT $____________ $____________

A0230 60802-0500 PAVED WATERWAY, TYPE 5

30 LNFT $____________ $____________

A0240 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

275 LNFT $____________ $____________

A0250 61901-2100 FENCE, CHAIN LINK, 96-INCH HEIGHT

120 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 3

A0260 61902-3300 GATE, CHAIN LINK, 12 FEET WIDTH

4 EACH $____________ $____________

A0270 62403-0000 FURNISHING AND PLACING TOPSOIL

350 CUYD $____________ $____________

A0280 62502-0000 TURF ESTABLISHMENT

1,140 SQYD $____________ $____________

A0290 62901-0900 ROLLED EROSION CONTROL PRODUCT, TYPE 3.A

1,900 SQYD $____________ $____________

A0300 63316-1000 REMOVE AND RESET SIGN

1 EACH $____________ $____________

A0310 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

550 LNFT $____________ $____________

A0320 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

A0330 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0340 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

405 SQFT $____________ $____________

A0350 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 4

Contract Quantity Pay Items

20442-0000 SLOPE SCALING

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

300 LNFT $____________ $____________

B0050 15706-0200 SOIL EROSION CONTROL, CHECK DAM

12 EACH $____________ $____________

B0060 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

1 EACH $____________ $____________

B0070 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

B0080 20103-0000 CLEARING AND GRUBBING

560 SQYD $____________ $____________

B0090 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

230 LNFT $____________ $____________

B0100 20442-0000 SLOPE SCALING

330 CUYD $____________ $____________

B0110 26001-0000 ROCK BOLT

6,000 LNFT $____________ $____________

B0120 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

75 SQYD $____________ $____________

B0130 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

64-22)

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

TON45 $____________ $____________

B - 5

B0140 41202-0000 TACK COAT

22 GAL $____________ $____________

B0150 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

540 SQYD $____________ $____________

B0160 60802-0500 PAVED WATERWAY, TYPE 5

230 LNFT $____________ $____________

B0170 61001-0000 HORIZONTAL DRAIN PIPE

800 LNFT $____________ $____________

B0180 62403-0000 FURNISHING AND PLACING TOPSOIL

15 CUYD $____________ $____________

B0190 62502-0000 TURF ESTABLISHMENT

330 SQYD $____________ $____________

B0200 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

460 LNFT $____________ $____________

B0210 65501-0000 ANCHORED WIRED MESH SYSTEM

2,200 SQYD $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 6

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

C0010 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0030 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0040 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

150 LNFT $____________ $____________

C0050 15706-0200 SOIL EROSION CONTROL, CHECK DAM

8 EACH $____________ $____________

C0060 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

C0070 20103-0000 CLEARING AND GRUBBING

1,130 SQYD $____________ $____________

C0080 20302-1700 REMOVAL OF PAVED WATERWAY, ASPHALT

140 LNFT $____________ $____________

C0090 20305-1000 REMOVAL OF CONCRETE

40 CUYD $____________ $____________

C0100 20403-0000 UNCLASSIFIED BORROW

850 CUYD $____________ $____________

C0110 25602-0000 GROUND ANCHOR

4,800 LNFT $____________ $____________

C0120 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

50 SQYD $____________ $____________

C0130 40101-0100 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

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

64-22)

30 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 7

C0140 41202-0000 TACK COAT

13 GAL $____________ $____________

C0150 41301-0400 ASPHALT PAVEMENT MILLING, 1 1/2-INCH DEPTH

330 SQYD $____________ $____________

C0160 60802-0500 PAVED WATERWAY, TYPE 5

140 LNFT $____________ $____________

C0170 62403-0000 FURNISHING AND PLACING TOPSOIL

3 CUYD $____________ $____________

C0180 62502-0000 TURF ESTABLISHMENT

95 SQYD $____________ $____________

C0190 62901-0600 ROLLED EROSION CONTROL PRODUCT, TYPE 2.B

1,540 SQYD $____________ $____________

C0200 63401-0500 PAVEMENT MARKINGS, TYPE C, SOLID

290 LNFT $____________ $____________

C0210 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

C0220 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

22 EACH $____________ $____________

C0230 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

2 EACH $____________ $____________

C0240 63503-0400 TEMPORARY TRAFFIC CONTROL, CONCRETE BARRIER

515 LNFT $____________ $____________

C0250 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

70 LNFT $____________ $____________

C0260 63503-0800 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKING REMOVAL

2,250 LNFT $____________ $____________

C0270 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

150 SQFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 8

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

Project No:NP-BLRI 2F27, 2F28

Project Name:Slope repair and stabilization at MP 276.8, MP 277.1 and MP 323.25 on Blue Ridge Parkway

B - 9

BID SUMMARY

Project NP BLRI 2F27, 2F28

(1) Schedule A (Base Contract) Bid Total (from Page B-3) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-5) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-8) = (3) $____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) $____________________

Maximum Time Allowed for the Contract if all Schedules are Awarded at the Same Time

If the Government awards the contract as Schedules A + B + C, the performance period to complete all contract work will be as stated in Subsection 108.01 of the Special Contract Requirements (J Pages), all construction activities at the project site must be completed by no later than 09/30/2022.

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 136 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 93 calendar days and will start on the effective date of Schedule B’s Notice to Proceed.

If Schedule C (Government Option 2) is exercised after the award of the original contract, the performance period to complete all Schedule C work will be 100 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.