Amendment 0001 - TN NP GRSM 10N(3) 19(1) 107(1).pdf

(x)

693C7323R000019 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 1402/22/20230001

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

02/22/2023

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 TN NP GRSM 10N(3), 19(1), 107(1)

The purpose of this Amendment is to:

1) Revise Proposal Schedule to include Page B-1.

2) The Proposals due date of March 28, 2023, at 2:00 p.m. EST will remain unchanged.

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 .

Amendment No. 0001

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0001 Project TN NP GRSM 10N(3), 19(1), 107(1)

GREAT SMOKY MOUNTAINS NATIONAL PARK

Solicitation: 693C73-23-R-000019

The purpose of this Amendment is to:

1) Revise Proposal Schedule to include Page B-1.

2) The Proposals due date of March 28, 2023, at 2:00 p.m. EST will remain unchanged.

B - 1

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

A0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0200 15214-3000 SURVEY AND STAKING, PARKING AREA (AND DESIGN)

ALL LPSM $___LPSM_____ $____________

A0250 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0300 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

10,500 LNFT $____________ $____________

A0350 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

58 EACH $____________ $____________

A0400 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0450 20301-1100 REMOVAL OF GATE

2 EACH $____________ $____________

A0500 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

A0550 20301-2400 REMOVAL OF SIGN

10 EACH $____________ $____________

A0600 20301-3400 REMOVAL OF WHEELSTOP

5 EACH $____________ $____________

A0650 20302-0400 REMOVAL OF CURB, ASPHALT

1,000 LNFT $____________ $____________

A0700 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

22,940 LNFT $____________ $____________

A0750 20302-2100 REMOVAL OF PIPE CULVERT

12 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:TN NP GRSM 10N(3),19(1),107(1)

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 2

A0800 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

400 SQYD $____________ $____________

A0850 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (REMOVE OLD

FORMWORK)

ALL LPSM $___LPSM_____ $____________

A0900 20315-0000 SAWCUTTING PAVEMENT

120 LNFT $____________ $____________

A0950 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

90 SQYD $____________ $____________

A1000 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

132 TON $____________ $____________

A1050 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

32 TON $____________ $____________

A1100 30101-4000 AGGREGATE BASE GRADING C OR D

30 TON $____________ $____________

A1150 30302-1000 DITCH RECONDITIONING

3,000 LNFT $____________ $____________

A1200 30302-2000 SHOULDER RECONDITIONING

61,500 LNFT $____________ $____________

A1250 30502-0800 FULL DEPTH RECLAMATION WITH CEMENT, 8-INCH DEPTH

77,300 SQYD $____________ $____________

A1300 31301-0000 AGGREGATE-TOPSOIL COURSE

1,800 TON $____________ $____________

A1350 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 64-22, TYPE III-B

OR TYPE IV ROUGHNESS)

6,800 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 3

A1450 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (PG 64-22)

10,900 TON $____________ $____________

A1600 41102-0000 PRIME COAT

77,300 SQYD $____________ $____________

A1650 41202-0000 TACK COAT

8,300 GAL $____________ $____________

A1700 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH (BRIDGE MICRO MILLING)

1,220 SQYD $____________ $____________

A1750 55220-0000 REPAIR CONCRETE (TOP OF DECK)

330 SQYD $____________ $____________

A1800 55225-0000 CLEAN AND RESEAL JOINTS (CURB, POURABLE)

60 LNFT $____________ $____________

A1850 55501-0000 STRUCTURAL STEEL (REPLACE MISSING BOLTS)

ALL LPSM $___LPSM_____ $____________

A1900 56301-2000 PAINTING, STEEL STRUCTURE (CLEAN AND PAINT BEARINGS)

ALL LPSM $___LPSM_____ $____________

A1950 56602-0000 SHOTCRETE (SCOUR REPAIR)

15 CUYD $____________ $____________

A2000 56901-0000 CONCRETE OVERLAY (POLYESTER POLYMER CONCRETE, 2-INCH DEPTH)

1,220 SQYD $____________ $____________

A2050 60201-0400 12-INCH PIPE CULVERT

14 LNFT $____________ $____________

A2100 60201-0800 24-INCH PIPE CULVERT

110 LNFT $____________ $____________

A2150 60403-0900 INLET, FLH TYPE 4B

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 4

A2200 60403-1900 INLET, FLH TYPE 6B

1 EACH $____________ $____________

A2250 60406-0000 INLET ADJUSTMENT

2 EACH $____________ $____________

A2300 60704-0000 CLEANING CULVERT IN PLACE

50 EACH $____________ $____________

A2350 60705-0000 REPAIRING DRAINAGE STRUCTURE

5 EACH $____________ $____________

A2400 60706-0000 CLEANING DRAINAGE STRUCTURE

88 EACH $____________ $____________

A2450 60802-0500 PAVED WATERWAY, TYPE 5

110 LNFT $____________ $____________

A2500 60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

2,600 SQYD $____________ $____________

A2550 60901-2300 CURB, ASPHALT, 6-INCH DEPTH

1,000 LNFT $____________ $____________

A2600 60901-4000 CURB, STONE, TYPE 1, 16-INCH DEPTH

50 LNFT $____________ $____________

A2650 60910-0000 RESET CURB (REMOVE AND RESET)

2,200 LNFT $____________ $____________

A2700 61501-0300 SIDEWALK, FIBER REINFORCED COLORED CONCRETE

400 SQYD $____________ $____________

A2750 61504-1000 ACCESSIBILITY RAMP, CONCRETE

30 SQYD $____________ $____________

A2800 61701-4000 GUARDRAIL SYSTEM SBTB

20,060 LNFT $____________ $____________

A2850 61702-0100 TERMINAL SECTION, TYPE SBT-BAT

77 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 5

A2900 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

58 EACH $____________ $____________

A2950 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

60 LNFT $____________ $____________

A3000 61901-0000 FENCE (TEMPORARY FENCE)

500 LNFT $____________ $____________

A3050 61902-0900 GATE, METAL

2 EACH $____________ $____________

A3100 61904-0000 BOLLARD POST (CLEAN AND PAINT EXISTING BOLLARDS)

7 EACH $____________ $____________

A3150 62011-0100 STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

1 EACH $____________ $____________

A3200 62011-0200 STONE MASONRY HEADWALL FOR 15-INCH PIPE CULVERT

2 EACH $____________ $____________

A3250 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A3300 62030-0000 REPOINT STONE MASONRY

350 LNFT $____________ $____________

A3350 62501-0000 TURF ESTABLISHMENT

4.5 ACRE $____________ $____________

A3400 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

73 SQFT $____________ $____________

A3450 63308-2000 OBJECT MARKER, TYPE 2

4 EACH $____________ $____________

A3500 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

1,400 LNFT $____________ $____________

A3550 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

4 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 6

A3600 63411-1500 RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

125,000 LNFT $____________ $____________

A3650 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

100 EACH $____________ $____________

A3700 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

13 EACH $____________ $____________

A3750 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

1 EACH $____________ $____________

A3800 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

A3850 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

48 LNFT $____________ $____________

A3900 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

189,000 LNFT $____________ $____________

A3950 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

240 SQFT $____________ $____________

A4000 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER (NORTH CAROLINA)

1,000 HOUR $____________ $____________

A4050 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

55 DAY $____________ $____________

A4100 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

A4150 63610-1000 CONDUIT, 1 1/2-INCH, PVC

30 LNFT $____________ $____________

A4200 63621-1000 UTILITY BOX, PULLBOX

1 EACH $____________ $____________

A4250 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 7

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 8

B0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0250 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

B0300 15702-5000 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

ALL LPSM $___LPSM_____ $____________

B0350 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,100 LNFT $____________ $____________

B0400 15706-0200 SOIL EROSION CONTROL, CHECK DAM

6 EACH $____________ $____________

B0450 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

12 EACH $____________ $____________

B0500 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

B0550 20301-1100 REMOVAL OF GATE

3 EACH $____________ $____________

B0600 20301-1200 REMOVAL OF HEADWALL

2 EACH $____________ $____________

B0650 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

B0700 20301-2400 REMOVAL OF SIGN

104 EACH $____________ $____________

B0750 20301-3400 REMOVAL OF WHEELSTOP

98 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 9

B0800 20301-3410 REMOVAL OF SPEED BUMP (PLASTIC)

3 EACH $____________ $____________

B0850 20302-0400 REMOVAL OF CURB, ASPHALT

70 LNFT $____________ $____________

B0900 20302-0600 REMOVAL OF CURB, STONE

50 LNFT $____________ $____________

B0950 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

1,350 LNFT $____________ $____________

B1000 20302-2100 REMOVAL OF PIPE CULVERT

175 LNFT $____________ $____________

B1050 20303-1600 REMOVAL OF PAVEMENT, ASPHALT

5,250 SQYD $____________ $____________

B1100 20303-3000 REMOVAL OF SIDEWALK, ASPHALT

350 SQYD $____________ $____________

B1150 20304-9000 REMOVAL OF STREAM DEBRIS (TWO MILE BRANCH CULVERT)

ALL LPSM $___LPSM_____ $____________

B1200 20315-0000 SAWCUTTING PAVEMENT

7,900 LNFT $____________ $____________

B1250 20401-0000 ROADWAY EXCAVATION

3,720 CUYD $____________ $____________

B1300 20410-0000 SELECT BORROW

1,350 CUYD $____________ $____________

B1350 20425-1000 DITCH, EXCAVATION

720 LNFT $____________ $____________

B1400 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

9,760 SQYD $____________ $____________

B1450 20801-0000 STRUCTURE EXCAVATION

10 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 10

B1500 25102-0300 PLACED RIPRAP, METHOD A, CLASS 3

7 TON $____________ $____________

B1550 25111-0200 GROUTED RIPRAP, METHOD A, CLASS 2

50 TON $____________ $____________

B1600 30101-4000 AGGREGATE BASE GRADING C OR D

3,150 TON $____________ $____________

B1700 30110-0000 AGGREGATE SURFACE COURSE

150 TON $____________ $____________

B1750 30302-1000 DITCH RECONDITIONING

5,400 LNFT $____________ $____________

B1800 30302-2000 SHOULDER RECONDITIONING

25,000 LNFT $____________ $____________

B1850 30303-2000 AGGREGATE SURFACE RECONDITIONING

4,900 SQYD $____________ $____________

B1900 31301-0000 AGGREGATE-TOPSOIL COURSE

990 TON $____________ $____________

B1950 40201-0100 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, PG 64-22, TYPE II-B, TYPE III-B, OR

TYPE IV ROUGHNESS)

10,900 TON $____________ $____________

B2050 40201-0100 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, PG 64-22)

3,500 TON $____________ $____________

B2200 41202-0000 TACK COAT

12,900 GAL $____________ $____________

B2250 41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH)

450 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 11

B2300 41301-0200 ASPHALT PAVEMENT MILLING, 1-INCH DEPTH (BRIDGE MICRO MILLING)

720 SQYD $____________ $____________

B2350 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

38,000 SQYD $____________ $____________

B2400 41301-0800 ASPHALT PAVEMENT MILLING, 3-INCH DEPTH (BRIDGE MICRO MILLING)

160 SQYD $____________ $____________

B2450 41501-0000 PAVING GEOTEXTILE

150 SQYD $____________ $____________

B2500 55220-0000 REPAIR CONCRETE (TOP OF DECK)

220 SQYD $____________ $____________

B2550 55225-0000 CLEAN AND RESEAL JOINTS (CURB, POURABLE)

15 LNFT $____________ $____________

B2600 55235-0000 EXPANSION JOINTS (ASPHALTIC PLUG)

60 LNFT $____________ $____________

B2650 55235-0000 EXPANSION JOINTS (VERTICAL, PRE-COMPRESSED HYBRID SEAL)

120 LNFT $____________ $____________

B2700 56101-0000 STRUCTURAL CONCRETE INJECTION AND CRACK REPAIR

20 LNFT $____________ $____________

B2750 56901-0000 CONCRETE OVERLAY (COLORED POLYESTER POLYMER CONCRETE, 3-INCH

DEPTH)

160 SQYD $____________ $____________

B2800 56901-0000 CONCRETE OVERLAY (POLYESTER POLYMER CONCRETE, 1-INCH DEPTH)

720 SQYD $____________ $____________

B2850 60201-0400 12-INCH PIPE CULVERT

10 LNFT $____________ $____________

B2900 60201-0600 18-INCH PIPE CULVERT

64 LNFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 12

B2950 60201-0800 24-INCH PIPE CULVERT

48 LNFT $____________ $____________

B3000 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

1 EACH $____________ $____________

B3050 60403-0900 INLET, FLH TYPE 4B

1 EACH $____________ $____________

B3100 60406-0000 INLET ADJUSTMENT

1 EACH $____________ $____________

B3150 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

1 EACH $____________ $____________

B3200 60503-0000 GEOCOMPOSITE PAVEMENT EDGE DRAIN SYSTEM

1,200 LNFT $____________ $____________

B3250 60704-0000 CLEANING CULVERT IN PLACE

17 EACH $____________ $____________

B3300 60706-0000 CLEANING DRAINAGE STRUCTURE

30 EACH $____________ $____________

B3350 60707-0600 LINING 30-INCH PIPE CULVERT

140 LNFT $____________ $____________

B3400 60802-0500 PAVED WATERWAY, TYPE 5

525 LNFT $____________ $____________

B3450 60901-4000 CURB, STONE, TYPE 1, 16-INCH DEPTH

1,500 LNFT $____________ $____________

B3500 60910-0000 RESET CURB (REMOVE AND RESET)

6,100 LNFT $____________ $____________

B3550 60915-1000 WHEELSTOP, CONCRETE

67 EACH $____________ $____________

B3600 61401-0000 LEAN CONCRETE BACKFILL

4 CUYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 13

B3650 61501-0300 SIDEWALK, FIBER REINFORCED COLORED CONCRETE

400 SQYD $____________ $____________

B3700 61501-1100 SIDEWALK, ASPHALT

15 SQYD $____________ $____________

B3750 61504-1000 ACCESSIBILITY RAMP, CONCRETE

50 SQYD $____________ $____________

B3800 61701-4000 GUARDRAIL SYSTEM SBTB

1,100 LNFT $____________ $____________

B3850 61702-0510 TERMINAL SECTION, TYPE SBT-FAT

7 EACH $____________ $____________

B3900 61707-2000 STRUCTURE TRANSITION RAILING, SBT SYSTEM

30 LNFT $____________ $____________

B3950 61901-0000 FENCE (TEMPORARY FENCE)

700 LNFT $____________ $____________

B4000 61902-0900 GATE, METAL

3 EACH $____________ $____________

B4050 61904-0000 BOLLARD POST (CAMERA POST)

1 EACH $____________ $____________

B4100 61921-1000 REMOVE AND RESET FENCE

150 LNFT $____________ $____________

B4150 62001-0000 STONE MASONRY (CAPSTONE)

1 CUYD $____________ $____________

B4200 62002-0000 STONE MASONRY (DRAINAGE CURB BREAK)

20 SQYD $____________ $____________

B4250 62011-0100 STONE MASONRY HEADWALL FOR 12-INCH PIPE CULVERT

2 EACH $____________ $____________

B4300 62011-0300 STONE MASONRY HEADWALL FOR 18-INCH PIPE CULVERT

2 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 14

B4350 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

B4400 62013-1000 STONE MASONRY APRON

65 SQYD $____________ $____________

B4450 62025-1000 REMOVE AND RESET STONE MASONRY

1.5 CUYD $____________ $____________

B4500 62030-0000 REPOINT STONE MASONRY

1,800 LNFT $____________ $____________

B4550 62101-0000 MONUMENT (CONCRETE MILE MARKER)

1 EACH $____________ $____________

B4600 62401-0300 FURNISHING AND PLACING TOPSOIL, 4-INCH DEPTH

1,200 SQYD $____________ $____________

B4650 62501-0000 TURF ESTABLISHMENT

2.4 ACRE $____________ $____________

B4700 63301-0000 SIGN SYSTEM (REFURBISH INTERCHANGEABLE SIGN SYSTEM)

1 EACH $____________ $____________

B4750 63301-0000 SIGN SYSTEM (TURNABLE TRAFFIC SIGN POST)

1 EACH $____________ $____________

B4800 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

929 SQFT $____________ $____________

B4850 63309-0900 DELINEATOR, TYPE FLEXIBLE

5 EACH $____________ $____________

B4900 63328-0000 SPEED BUMP (PLASTIC)

3 EACH $____________ $____________

B4950 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

2,600 LNFT $____________ $____________

B5000 63405-2900 PAVEMENT MARKINGS, TYPE H, TURN ARROW

7 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 15

B5050 63405-2950 PAVEMENT MARKINGS, TYPE H, STRAIGHT ARROW

6 EACH $____________ $____________

B5100 63405-3000 PAVEMENT MARKINGS, TYPE H, STRAIGHT/TURN ARROW COMBINATION

2 EACH $____________ $____________

B5150 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

6 EACH $____________ $____________

B5200 63411-1500 RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

61,400 LNFT $____________ $____________

B5250 63411-1600 RECESSED PAVEMENT MARKINGS, TYPE H, BROKEN

900 LNFT $____________ $____________

B5300 63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

100 EACH $____________ $____________

B5350 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

300 EACH $____________ $____________

B5400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

30 EACH $____________ $____________

B5450 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

1 EACH $____________ $____________

B5500 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

4 EACH $____________ $____________

B5550 63502-3100 TEMPORARY TRAFFIC CONTROL, TRAFFIC SIGNAL SYSTEM

1 EACH $____________ $____________

B5600 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

320 LNFT $____________ $____________

B5650 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

160,000 LNFT $____________ $____________

B5700 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

900 SQFT $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 16

B5750 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER (TENNESSEE)

2,500 HOUR $____________ $____________

B5800 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

60 DAY $____________ $____________

B5850 63601-6000 SYSTEM INSTALLATION, TRAFFIC DETECTOR SYSTEM

ALL LPSM $___LPSM_____ $____________

B5900 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

2 EACH $____________ $____________

B5950 63621-1000 UTILITY BOX, PULLBOX

2 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 17

C0100 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0150 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0200 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0250 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

3,800 LNFT $____________ $____________

C0300 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

35 EACH $____________ $____________

C0350 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

C0400 20301-1100 REMOVAL OF GATE

3 EACH $____________ $____________

C0450 20301-2400 REMOVAL OF SIGN

29 EACH $____________ $____________

C0500 20301-3400 REMOVAL OF WHEELSTOP

47 EACH $____________ $____________

C0550 20301-3900 REMOVAL OF PAVEMENT MARKINGS, SYMBOLS AND WORDS

2 EACH $____________ $____________

C0600 20302-2600 REMOVAL OF PAVEMENT MARKINGS

57,500 LNFT $____________ $____________

C0650 20315-0000 SAWCUTTING PAVEMENT

30 LNFT $____________ $____________

C0700 30302-1000 DITCH RECONDITIONING

3,600 LNFT $____________ $____________

C0750 30302-2000 SHOULDER RECONDITIONING

13,000 LNFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 18

C0800 31301-0000 AGGREGATE-TOPSOIL COURSE

400 TON $____________ $____________

C0850 41202-0000 TACK COAT (NON-TRACKING POLYMER ASPHALT)

12,400 GAL $____________ $____________

C0900 41301-0000 ASPHALT PAVEMENT MILLING (VARIABLE DEPTH)

200 SQYD $____________ $____________

C0950 41402-2000 CRACKS, CLEANING AND SEALING

7.8 MILE $____________ $____________

C1000 41801-2000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 2

400 SQYD $____________ $____________

C1050 41801-3000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 3 (BLUE RIDGE PARKWAY

AND HEINTOOGA SPUR ROAD)

1,000 SQYD $____________ $____________

C1100 43101-0000 THIN LIFT ASPHALT CONCRETE PAVEMENT (GYRATORY MIX, NO.4 SIEVE

NOMINAL MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL, TYPE IV

ROUGHNESS, PG 64-22)

3,800 TON $____________ $____________

C1150 60704-0000 CLEANING CULVERT IN PLACE

20 EACH $____________ $____________

C1200 60705-0000 REPAIRING DRAINAGE STRUCTURE

10 EACH $____________ $____________

C1250 60706-0000 CLEANING DRAINAGE STRUCTURE

57 EACH $____________ $____________

C1300 60815-0500 RECONDITION PAVED WATERWAY, TYPE 5

500 SQYD $____________ $____________

C1350 60915-1000 WHEELSTOP, CONCRETE

47 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 19

C1400 61901-0000 FENCE (TEMPORARY FENCE)

500 LNFT $____________ $____________

C1450 61902-0900 GATE, METAL

3 EACH $____________ $____________

C1500 62028-1000 REMOVE AND RESET STONE MASONRY HEADWALL

1 EACH $____________ $____________

C1550 62030-0000 REPOINT STONE MASONRY

475 LNFT $____________ $____________

C1600 62501-0000 TURF ESTABLISHMENT

1.2 ACRE $____________ $____________

C1650 63301-0000 SIGN SYSTEM (TURNABLE TRAFFIC SIGN POST)

2 EACH $____________ $____________

C1700 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

194 SQFT $____________ $____________

C1750 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

57,400 LNFT $____________ $____________

C1800 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (TRANSVERSE RUMBLE STRIP

MARKINGS)

100 LNFT $____________ $____________

C1850 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

2 EACH $____________ $____________

C1900 63502-0900 TEMPORARY TRAFFIC CONTROL, CONE, TYPE 28-INCH

100 EACH $____________ $____________

C1950 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

10 EACH $____________ $____________

C2000 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

12 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 20

C2050 63502-1900 TEMPORARY TRAFFIC CONTROL, SHADOW VEHICLE

1 EACH $____________ $____________

C2100 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

1 EACH $____________ $____________

C2150 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

32 LNFT $____________ $____________

C2200 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

112,000 LNFT $____________ $____________

C2250 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

210 SQFT $____________ $____________

C2300 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER (NORTH CAROLINA)

1,000 HOUR $____________ $____________

C2350 63507-0600 TEMPORARY TRAFFIC CONTROL, PILOT CAR

35 DAY $____________ $____________

C2400 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Rehabilitation of Newfound Gap Road from MP 0.0 to MP 1.8, Rehabilitation of Lakeview Drive East, and Pavement Preservation of Heintooga Ridge Road

B - 21

PRICE PROPOSAL SUMMARY

Project TN NP GRSM 10N(3), 19(1), 107(1)

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-8) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-17) = (3) $____________________

Total Price of Project (for evaluation purposes only)

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

Maximum Time Allowed for the Contract if Schedules A, B, and C 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 487 calendar days.

If Schedules A, B, and C are NOT Awarded at the Same Time:

If the Government awards the contract as Schedules A + B, the performance period to complete all Schedules A and B work will be 386 calendar days.

If the Government awards the contract as Schedules A + C, the performance period to complete all Schedules A and C work will be 313 calendar days.

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 214 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 165 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 96 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.