Amendment 0001 - TN NP GRSM 21(1).pdf

(x)

693C7324B000016 x x

1 copies of the amendment; (b) By acknowledging receipt of this amendment on each copy of the offer submitted ; or (c) By separate letter or electronic communication which includes a reference to the solicitation and amendment numbers. FAILURE OF YOUR ACKNOWLEDGEMENT TO BE

RECEIVED AT THE PLACE DESIGNATED FOR THE RECEIPT OF OFFERS PRIOR TO THE HOUR AND DATE SPECIFIED MAY RESULT IN REJECTION OF YOUR

OFFER. If by virtue of this amendment you desire to change an offer already submitted , such change may be made by letter or electronic communication, provided each letter or electronic communication makes reference to the solicitation and this amendment, and is received prior to the opening hour and date specified.

x

ASHBURN VA 20147

ATTN: CONSTRUCTION

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

ASHBURN VA 20147

ATTN: ACQUISITIONS

693C73

SUITE E2-3-300

QUANTUM PARK, 22001 LOUDOUN COUNTY PKWY

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

See Block 1408/16/20240001

13. THIS ITEM ONLY APPLIES TO MODIFICATION OF CONTRACTS/ORDERS. IT MODIFIES THE CONTRACT/ORDER NO. AS DESCRIBED IN ITEM 14.

12. ACCOUNTING AND APPROPRIATION DATA (If required) is not extended.is extended, Items 8 and 15, and returning

Offers must acknowledge receipt of this amendment prior to the hour and date specified in the solicitation or as amended , by one of the following methods: (a) By completing

The above numbered solicitation is amended as set forth in Item 14. The hour and date specified for receipt of Offers

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

8. NAME AND ADDRESS OF CONTRACTOR (No., street, county, State and ZIP Code)

7. ADMINISTERED BY (If other than Item 6)CODE 6. ISSUED BY

PAGE OF PAGES

4. REQUISITION/PURCHASE REQ. NO.3. EFFECTIVE DATE2. AMENDMENT/MODIFICATION NO. 5. PROJECT NO. (If applicable)

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

07/29/2024

CHECK ONE A. THIS CHANGE ORDER IS ISSUED PURSUANT TO: (Specify authority) THE CHANGES SET FORTH IN ITEM 14 ARE MADE IN THE CONTRACT

B. THE ABOVE NUMBERED CONTRACT/ORDER IS MODIFIED TO REFLECT THE ADMINISTRATIVE CHANGES (such as changes in paying office, C. THIS SUPPLEMENTAL AGREEMENT IS ENTERED INTO PURSUANT TO AUTHORITY OF:

D. OTHER (Specify type of modification and authority) appropriation data, etc.) SET FORTH IN ITEM 14, PURSUANT TO THE AUTHORITY OF FAR 43.103(b).

E. IMPORTANT: Contractor is not is required to sign this document and return __________________ copies to the issuing office.

ORDER NO. IN ITEM 10A.

14. DESCRIPTION OF AMENDMENT/MODIFICATION (Organized by UCF section headings, including solicitation/contract subject matter where feasible.)

The purpose of this Amendment is to:

1) Revise the Special Contract Requirements (J Pages) as follows:

a) Subsection 107.02 to add contact information for Newport Utilities.

b) Subsection 108.01 to add requirements for inviting Newport Utilities.

c) Subsection 109.02 to add definition of Contingent Sum (CTSM).

d) Section 636 to add requirements for disconnecting and reconnecting electric line.

2) Revise the Project Plans as follows:

a) Substitute sheet C02 to add a new Pay Item # 63603-0100 for System Installation, Electrical Company Compensation, and revised description for Pay Item # 64501-

0000, Locate Utilities (And Disconnecting and Reconnecting Utilities).

Continued ...

16A. NAME AND TITLE OF CONTRACTING OFFICER (Type or print)15A. NAME AND TITLE OF SIGNER (Type or print)

15C. DATE SIGNED 16B. UNITED STATES OF AMERICA 15B. CONTRACTOR/OFFEROR 16C. DATE SIGNED

(Signature of person authorized to sign) (Signature of Contracting Officer)

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 21

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7324B000016/0001

b) Substitute sheet C04 to add a new Pay Item #

63603-0100 for System Installation, Electrical Company Compensation, and revised description for Pay Item # 64501-

0000, Locate Utilities (And Disconnecting and

Reconnecting Utilities).

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

4) Delete and replace the Solicitation Bid

Schedule, B-pages 1 through B-page 11, with the updated Bid Schedule that included new Pay Items

# 63603-0100 and revised Pay Items #

64501-0000.

5) The Bid Opening date of August 29, 2024, at

2:00 pm EDT remains unchanged.

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

Sponsored by GSA

FAR (48 CFR) 53.110

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 21(1)

Rehabilitation of Cosby Entrance Road and Cosby Picnic Area Solicitation: 693C73-24-B-000016

The purpose of this Amendment is to:

1) Revise the Special Contract Requirements (J Pages) as follows:

a) Subsection 107.02 to add contact information for Newport Utilities.

b) Subsection 108.01 to add requirements for inviting Newport Utilities.

c) Subsection 109.02 to add definition of Contingent Sum (CTSM).

d) Section 636 to add requirements for disconnecting and reconnecting electric line.

2) Revise the Project Plans as follows:

a) Substitute sheet C02 to add a new Pay Item # 63603-0100 for System Installation, Electrical Company Compensation, and revised description for Pay Item # 64501- 0000, Locate Utilities (And Disconnecting and Reconnecting Utilities).

b) Substitute sheet C04 to add a new Pay Item # 63603-0100 for System Installation, Electrical Company Compensation, and revised description for Pay Item # 64501- 0000, Locate Utilities (And Disconnecting and Reconnecting Utilities).

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

4) Delete and replace the Solicitation Bid Schedule, B-pages 1 through B-page 11, with the updated Bid Schedule that included new Pay Items # 63603-0100 and revised Pay Items # 64501-0000.

5) The Bid Opening date of August 29, 2024, at 2:00 pm EDT remains unchanged.

Special Contract Requirement (J Pages) changes

1. Add the following to Section 107 of the Special Contract Requirements, page J-6:

Add the following to the sixth paragraph of Subsection 107.02:

The electric line at the Rock Creek Culvert and the Culvert at MP 1.989 will be disconnected and reconnected by Newport Utility during construction. Prior to beginning work, coordinate with Newport Utilities. Coordinate all work and agreements through the following contact:

Newport Utilities 170 Cope Boulevard P.O. Box 207 Newport, TN 16403 423-625-2800 Newportutilities.com

2. Delete the first sentence of the second paragraph of Subsection 108.01 of the Special Contract Requirements, page J-11 and substitute the following:

A preconstruction conference will be held after the contract is awarded and at least 7 days before beginning work. Coordinate with the CO to ensure that Newport Utilities is invited to the preconstruction conference.

3. Add the following to Section 109 of the Special Contract Requirements, page J-13:

109.02. Add the following:

(s) Contingent sum, CTSM. Perform the work as authorized by the CO. The estimated total cost for CTSM work is approximate and is considered a maximum cost for the required work. The contract total will be adjusted for authorized changes.

Submit paid invoice receipts as received from Newport Utilities as documentation for payment of CTSM pay items.

4. Add the following to Section 636 of the Special Contract Requirements, page J-68:

636.01. Add the following:

This work includes the contracting and management for the disconnection and reconnection of an underground electric line performed by other.

636.11. Add the following:

SCR changes

SCR changes

Contact Newport Utilities and obtain their services to disconnect and reconnect the existing electric line as required by Subsection 107.02.

636.12. Add the following:

Disconnection and reconnection of electric line will be evaluated under Subsections 106.02 and 106.04.

636.14. Add the following:

Progress payment for disconnection and reconnection of electric line will be paid following submission of paid invoice receipts from Newport Utilities.

Plan Sheet changes

Plan Sheet changes

1. Delete Plan Sheet C02 and substitute the amended Plan Sheet C02.

Plan Sheet C02, Tabulation of Quantities, added pay item 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION by CTSM.

Plan Sheet C02, Tabulation of Quantities, revised the description for pay item 64501-0000 from LOCATE UTILITIES to LOCATE UTILITIES (AND DISCONNECTING AND

RECONNECTING UTILITIES).

2. Delete Plan Sheet C04 and substitute the amended Plan Sheet C04.

Plan Sheet C04, Tabulation of Quantities, added pay item 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION by CTSM.

Plan Sheet C04, Tabulation of Quantities, revised the description for pay item 64501-0000 from LOCATE UTILITIES to LOCATE UTILITIES (AND DISCONNECTING AND

RECONNECTING UTILITIES).

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Sheet 2 of 4

AMENDMENT 0001

8/14/24 KA Revised to add pay item 63603-0100 to Sched B.

8/14/24 KA Revised to add supplemental description to pay item 64501-0000.

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TABULATION OF QUANTITIES

PROJECT

NUMBER

SHEET

C02

NPS No. 133/180556 PMIS No. 157345

TN NP GRSM 21(1)

Sheet 4 of 4

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GREAT SMOKY MOUNTAINS NATIONAL PARK

Revised to add pay item 63603-0100 to Sched D.

Revised to add supplemental description to pay item 64501-0000.

KA

KA

8/14/2024

8/14/2024

AMENDMENT 0001

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TABULATION OF QUANTITIES

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NPS No. 133/180556 PMIS No. 157345

TN NP GRSM 21(1)

Bidders Questions Page 1 of 2

Questions / Clarifications

The following questions and issues were submitted via email at eflhd.contracts@dot.gov. The Government response or clarification is provided. Due to the repetitive nature of several questions and issues, the wording of the questions may have been revised and some questions have not been included. The Government’s direct response to the sender may also have been updated below for better clarity.

1. Will the contractor be responsible for all costs involved with the reconnections of electric, telephone, fiber optic, and water/sewer?

Response: New pay items for utility disconnection and reconnection have been included in Amendment 1.

2. Assuming the sewer line is gravity, has this reconnection been designed in accordance to the proposed culvert location?

Response: The sewer line is a gravity line, and the connection has been designed with sufficient clearance.

3. Can you provide facility owners and contact information so this required cost can be included in bids (facility owners usually will not allow any other entity to reestablish their utilities)?

Response: Utility owner contact information have been included in Amendment 1.

4. It does not appear that the time required to reestablish these utilities has been accounted for per the road closure restrictions for Cosby Entrance Road (March 27th). Will additional road closure(s) be allowed if utilities are not reconnected (will be out of contractors control)?

Response: Single lane closures will be permitted to reconnect utilities.

5. Schedule C is missing a line item for mobilization. Will one be added through an amendment?

Response: No additional mobilization pay item will be added. Schedules A and C can be worked on at the same time.

6. Please provide art files for the signs that have symbols that are not in the MUTCD sign manual.

Response: The file is part of the Uniguide Signs files that are part of the bid documents.

7. Is all rip rap under pay item 25102-0500 to get Natina application? Does all of the applications have to be under the supervision of a manufacture representative?

Response: Yes, all riprap is required to be treated with Natina. The manufacturer must be on site to supervise the application of the reactive color treatment.

mailto:eflhd.contracts@dot.gov

Bidders Questions Page 2 of 2

8. Does the park have a spot nearby where they would accept asphalt milling and ditch spoils? If so, how much can they take?

Response: No, that is the responsibility of the contractor to find a disposal facility. See Section 203 for disposal requirements.

9. Is the use of precast headwalls acceptable?

Response: No, the contract requires stone masonry for the headwalls. See Section 620 for stone masonry requirements.

10. Is a TN standard asphalt mix acceptable?

Response: An alternate state department of transportation asphalt concrete pavement mixture that has the same nominal maximum size aggregate, asphalt binder grade as specified or better, and conforms to either Tables 402-1, 402-1A, and 402-2, or Section 401 may be substituted for approval.

11.The profile of the road says to match existing. The existing road is deteriorating, and a true slope is hard to determine. Is there a % slope that you would like to stay between?

Response: The contractor will be responsible for surveying the road before milling operation to match the existing centerline elevation. The slope of the road can be adjusted to reestablish positive drainage to the existing drainage inlets, waterways, weeps holes and any other drainage structures.

B - 1

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

A0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

A0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

A0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

A0080 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

170 LNFT $____________ $____________

A0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

4,800 LNFT $____________ $____________

A0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

132 LNFT $____________ $____________

A0140 15706-1000 SOIL EROSION CONTROL, INLET PROTECTION

20 EACH $____________ $____________

A0160 15706-2200 SOIL EROSION CONTROL, FILTER BAG

3 EACH $____________ $____________

A0180 20301-1100 REMOVAL OF GATE

1 EACH $____________ $____________

A0200 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

A0220 20301-1400 REMOVAL OF INLET

1 EACH $____________ $____________

A0240 20301-2400 REMOVAL OF SIGN

49 EACH $____________ $____________

A0260 20301-3400 REMOVAL OF WHEELSTOP

17 EACH $____________ $____________

A0280 20302-2100 REMOVAL OF PIPE CULVERT

50 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:TN NP GRSM 21(1)

Project Name:Rehabilitation of Cosby Entrance Road and Cosby Picnic Area Road

B - 2

A0300 20425-1000 DITCH, EXCAVATION

600 LNFT $____________ $____________

A0320 25101-0200 PLACED RIPRAP, METHOD A, CLASS 2 (NATINA APPLICATION)

180 CUYD $____________ $____________

A0340 30302-1000 DITCH RECONDITIONING

2,700 LNFT $____________ $____________

A0360 30302-2000 SHOULDER RECONDITIONING

28,000 LNFT $____________ $____________

A0380 31301-0000 AGGREGATE-TOPSOIL COURSE

800 TON $____________ $____________

A0400 40201-0100 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, PG 64-22, TYPE I-B OR TYPE IV

ROUGHNESS)

4,200 TON $____________ $____________

A0460 41202-0000 TACK COAT

5,900 GAL $____________ $____________

A0480 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

34,100 SQYD $____________ $____________

A0500 41801-1000 ASPHALT CONCRETE PAVEMENT PATCH, TYPE 1

1,250 SQYD $____________ $____________

A0520 60202-0400 24-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

50 LNFT $____________ $____________

A0540 60403-1900 INLET, FLH TYPE 6B

1 EACH $____________ $____________

A0560 60406-0000 INLET ADJUSTMENT

5 EACH $____________ $____________

A0580 60704-0000 CLEANING CULVERT IN PLACE

18 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0600 60706-0000 CLEANING DRAINAGE STRUCTURE (INLETS)

11 EACH $____________ $____________

A0620 60915-1000 WHEELSTOP, CONCRETE

17 EACH $____________ $____________

A0640 61902-0900 GATE, METAL (DOUBLE)

1 EACH $____________ $____________

A0660 62011-0200 STONE MASONRY HEADWALL FOR 15-INCH PIPE CULVERT

1 EACH $____________ $____________

A0680 62011-0500 STONE MASONRY HEADWALL FOR 24-INCH PIPE CULVERT

1 EACH $____________ $____________

A0700 62501-0000 TURF ESTABLISHMENT

2.1 ACRE $____________ $____________

A0720 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

265 SQFT $____________ $____________

A0740 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

A0760 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

3,500 LNFT $____________ $____________

A0780 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID (TRANSVERSE RUMBLE STRIP

MARKINGS)

220 LNFT $____________ $____________

A0800 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

5 EACH $____________ $____________

A0820 63411-1500 RECESSED PAVEMENT MARKINGS, TYPE H, SOLID

23,700 LNFT $____________ $____________

A0840 63411-1600 RECESSED PAVEMENT MARKINGS, TYPE H, BROKEN

1,300 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0860 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

25 EACH $____________ $____________

A0880 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0900 63503-0700 TEMPORARY TRAFFIC CONTROL, PAVEMENT MARKINGS

50,000 LNFT $____________ $____________

A0920 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

140 SQFT $____________ $____________

A0940 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

400 HOUR $____________ $____________

A0960 63602-6020 SYSTEM INSTALLATION, TRAFFIC DETECTOR WIRE LOOP

1 EACH $____________ $____________

A0980 63610-1000 CONDUIT, 1 1/2-INCH, PVC

30 LNFT $____________ $____________

A1000 63621-1000 UTILITY BOX, PULLBOX

1 EACH $____________ $____________

A1020 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

B - 5

B0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

B0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

B0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

B0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

550 LNFT $____________ $____________

B0100 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

180 LNFT $____________ $____________

B0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

100 LNFT $____________ $____________

B0140 15706-2200 SOIL EROSION CONTROL, FILTER BAG

3 EACH $____________ $____________

B0160 20301-2700 REMOVAL OF STRUCTURE

1 EACH $____________ $____________

B0180 20801-0000 STRUCTURE EXCAVATION

900 CUYD $____________ $____________

B0200 20803-0000 STRUCTURAL BACKFILL

600 CUYD $____________ $____________

B0220 25102-0500 PLACED RIPRAP, METHOD A, CLASS 5 (NATINA APPLICATION)

315 TON $____________ $____________

B0240 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

96 CUYD $____________ $____________

B0260 55201-1200 STRUCTURAL CONCRETE, CLASS S (SEAL)

32 CUYD $____________ $____________

B0280 55401-1000 REINFORCING STEEL

18,700 LB $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B0300 60304-0000 STRUCTURAL PLATE ARCH

54 LNFT $____________ $____________

B0320 61902-0900 GATE, METAL (TEMPORARY)

1 EACH $____________ $____________

B0340 62002-0000 STONE MASONRY (FOR HEADWALLS)

75 SQYD $____________ $____________

B0360 62501-0000 TURF ESTABLISHMENT

0.2 ACRE $____________ $____________

B0380 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

B0400 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

B0420 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

50 SQFT $____________ $____________

0001 B0430 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION

ALL CTSM $___CTSM_____ $22,500.00

0001 B0440 64501-0000 LOCATE UTILITIES (AND DISCONNECTING AND RECONNECTING UTILITIES)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

C0020 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0040 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0060 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

3,500 LNFT $____________ $____________

C0080 20301-2400 REMOVAL OF SIGN

2 EACH $____________ $____________

C0100 20301-3400 REMOVAL OF WHEELSTOP

26 EACH $____________ $____________

C0120 20302-0500 REMOVAL OF CURB, CONCRETE

122 LNFT $____________ $____________

C0140 20303-0300 REMOVAL OF CONCRETE (TRASH CAN PAD)

6 SQYD $____________ $____________

C0160 20303-3200 REMOVAL OF SIDEWALK, CONCRETE

72 SQYD $____________ $____________

C0180 30302-1000 DITCH RECONDITIONING

90 LNFT $____________ $____________

C0200 30302-2000 SHOULDER RECONDITIONING

1,500 LNFT $____________ $____________

C0220 31301-0000 AGGREGATE-TOPSOIL COURSE

40 TON $____________ $____________

C0240 40201-0100 ASPHALT CONCRETE PAVEMENT, MARSHALL MIX, CLASS A (1/2-INCH

NOMINAL MAXIMUM SIZE AGGREGATE, PG 64-22, TYPE IV ROUGHNESS)

700 TON $____________ $____________

C0260 41202-0000 TACK COAT

500 GAL $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 8

C0280 41301-0600 ASPHALT PAVEMENT MILLING, 2-INCH DEPTH

1,200 SQYD $____________ $____________

C0300 41401-2000 CRACKS, CLEANING AND SEALING

1,700 LNFT $____________ $____________

C0320 60901-1700 CURB, CONCRETE, 18-INCH DEPTH

122 LNFT $____________ $____________

C0340 60915-1000 WHEELSTOP, CONCRETE

26 EACH $____________ $____________

C0360 61501-0300 SIDEWALK, FIBER REINFORCED COLORED CONCRETE

75 SQYD $____________ $____________

C0380 61504-1000 ACCESSIBILITY RAMP, CONCRETE

20 SQYD $____________ $____________

C0400 61509-0000 DETECTABLE WARNING PANELS

6 SQYD $____________ $____________

C0420 62501-0000 TURF ESTABLISHMENT

0.2 ACRE $____________ $____________

C0440 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING

20 SQFT $____________ $____________

C0460 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

600 LNFT $____________ $____________

C0480 63405-2890 PAVEMENT MARKINGS, TYPE H (NO PARKING)

1 EACH $____________ $____________

C0500 63405-3250 PAVEMENT MARKINGS, TYPE H, ACCESSIBILITY SYMBOL

1 EACH $____________ $____________

C0520 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

25 EACH $____________ $____________

C0540 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

117 SQFT $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

C0560 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

200 HOUR $____________ $____________

C0580 64501-0000 LOCATE UTILITIES

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

D0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

D0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

D0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

250 LNFT $____________ $____________

D0100 15705-1300 SOIL EROSION CONTROL, TEMPORARY DIVERSION CHANNEL

120 LNFT $____________ $____________

D0120 15705-1800 SOIL EROSION CONTROL, TEMPORARY DIVERSION BERM

70 LNFT $____________ $____________

D0140 15706-2200 SOIL EROSION CONTROL, FILTER BAG

2 EACH $____________ $____________

D0160 20301-1200 REMOVAL OF HEADWALL

1 EACH $____________ $____________

D0180 20302-2100 REMOVAL OF PIPE CULVERT

65 LNFT $____________ $____________

D0200 20425-1000 DITCH, EXCAVATION

120 LNFT $____________ $____________

D0220 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3 (NATINA APPLICATION)

55 CUYD $____________ $____________

D0240 60103-0000 CONCRETE, HEADWALL (FOR 6 FEET SPAN, 5 FEET RISE BOX CULVERT)

2 EACH $____________ $____________

D0260 60220-1250 6 FEET SPAN, 5 FEET RISE PRECAST REINFORCED CONCRETE BOX CULVERT

65 LNFT $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 11

D0280 61902-0900 GATE, METAL (TEMPORARY)

1 EACH $____________ $____________

D0300 62002-0000 STONE MASONRY (FOR HEADWALLS)

35 SQYD $____________ $____________

D0320 62501-0000 TURF ESTABLISHMENT

0.1 ACRE $____________ $____________

D0340 63502-0600 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

2 EACH $____________ $____________

D0360 63502-1600 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE B

2 EACH $____________ $____________

D0380 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

50 SQFT $____________ $____________

0001 D0390 63603-0100 SYSTEM INSTALLATION, ELECTRICAL COMPANY COMPENSATION

ALL CTSM $___CTSM_____ $22,500.00

0001 D0400 64501-0000 LOCATE UTILITIES (AND DISCONNECTING AND RECONNECTING UTILITIES)

ALL LPSM $___LPSM_____ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options