Amendment 0007 - NP MACA 12(1) 908(1).pdf

(x)

693C7325B000012 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 1409/24/20250007

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

08/06/2025

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 MACA 12(1), 908(1):

The purpose of this Amendment is to:

1) Revise the following Special Contract Requirements (J-Pages) sections:

a) Modify Sections 201, 203, 207, 301, 615, 624, 625, 636.

2) Provide responses and clarifications to questions received by potential bidders.

3) Provide revised Plan Sheets, H01-H02, N19, N26-N27, and S31.

4) Replace the Bid Schedule Pages B-1 - B-25 with a revised Bid Schedule.

5) The bid opening date of Tuesday, October 7, 2025, at 2:00 p.m. EDT remains unchanged.

Any further questions sent to EFLHD.CONTRACTS@DOT.GOV within 7 calendar days of the bid opening date may not be answered in time for bidders to incorporate into their bids prior to the bid opening.

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

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

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

STANDARD FORM 30 (REV. 11/2016)

Prescribed by GSA FAR (48 CFR) 53.243

Previous edition unusable

Except as provided herein, all terms and conditions of the document referenced in Item 9 A or 10A, as heretofore changed, remains unchanged and in full force and effect .

Amendment 0007

Info Page 1 of 8

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0007 Project NP MACA 12(1), 908(1) Mammoth Cave National Park

Solicitation: 693C73-25-B-000012

The purpose of this Amendment is to:

1) Revise the following Special Contract Requirements (J-Pages) sections:

a) Modify Sections 201, 203, 207, 301, 615, 624, 625, 636.

2) Provide responses and clarifications to questions received by potential bidders.

3) Provide revised Plan Sheets, H01-H02, N19, N26-N27, and S31.

4) Replace the Bid Schedule Pages B-1 - B-25 with a revised Bid Schedule.

5) The bid opening date of Tuesday, October 7, 2025, at 2:00 p.m. EDT remains unchanged.

Any further questions sent to EFLHD.CONTRACTS@DOT.GOV within 7 calendar days of the bid opening date may not be answered in time for bidders to incorporate into their bids prior to the bid opening.

Changes to the Special Contract Requirements (J-Pages) Sections:

1) Special Contract Requirements Section 201.

201.08. Add the following:

Do not measure clearing and grubbing for constructing temporary sidewalks for payment.

2) Special Contract Requirements Section 203.

201.08. Add the following:

Do not measure removal of temporary sidewalks for payment.

3) Special Contract Requirements Section 207.

207.09. Add the following:

Do not measure geotextile used for constructing temporary sidewalks for payment.

Info Page 2 of 8

4) Special Contract Requirements Section 301.

301.09. Add the following:

Do not measure aggregate base used for constructing temporary sidewalks for payment.

5) Special Contract Requirements Section 615.

615.01. Delete the first two paragraphs and add the following:

This work consists of constructing sidewalks, pads, and paved medians. This work also includes the construction and removal of temporary sidewalks.

Sidewalks, pads, paved medians, and temporary sidewalks are designated as concrete, asphalt, concrete paving unit, paving brick, or aggregate.

615.02. Add the following:

Geotextile 714.01.

615.03. Add the following:

Construct temporary sidewalks for pedestrian detours as shown in the plans or as directed by the CO. Stake the locations for the temporary sidewalk according to Section 152 and obtain approval from the CO before beginning construction.

Add the following after Subsection 615.06:

615.06A Temporary Sidewalk, Aggregate

(a) Preparation. Stake the locations for temporary sidewalks according to Section 152 and obtain approval from the CO before beginning construction. Use the digital photos required by Subsection 107.02 to reestablish grading and vegetation to preconstruction conditions upon completion of the work.

Perform clearing and grubbing according to Section 201. Place separation geotextile over the existing ground according to Section 207 and extend to a minimum of 18 inches beyond the placement limits of the aggregate base material. Maintain a maximum 2 percent cross slope on the sidewalk to the maximum extent possible.

Do not exceed the limits of disturbance as shown in the plans.

Info Page 3 of 8

(b) Constructing Sidewalk. Remove obstructions according to Section 201.

Install and compact the aggregate base material according to Section 301 and maintain a 6-inch lift above the existing ground. Keep the temporary sidewalk maintained during construction and address any deficiencies to the sidewalk immediately and as directed by the CO.

(c) Removal. Upon completion of the work, remove the temporary sidewalk, including the geotextile and aggregate base material, according to Section 203.

Reestablish grading and vegetation to preconstruction levels if outside the construction limits or to that specified in the plans if within the construction limits according to Subsection 107.02 and as directed by the CO. Reestablish vegetation after the removal of temporary sidewalks by placing topsoil according to Section 624 and establishing turf according to Section 625, and as directed by the CO.

615.07. Add the following:

Aggregate base will be evaluated under sections 106.02, 106.03, and 106.04.

Temporary sidewalks will be evaluated under Subsection 106.02 and 106.04.

Clearing and grubbing will be evaluated under Section 201.

Removal of temporary sidewalk will be evaluated under Section 203.

Geotextile will be evaluated under Section 207.

Aggregate base will be evaluated under Section 301.

Topsoil will be evaluated under Section 624.

Turf establishment will be evaluated under Section 625.

615.08. Add the following:

Do not measure clearing and grubbing, geotextile, aggregate base, topsoil, and turf establishment used for constructing temporary sidewalks for payment.

6) Special Contract Requirements Section 624.

624.06. Add the following:

Do not measure topsoil used for constructing temporary sidewalks for payment.

Info Page 4 of 8

7) Special Contract Requirements Section 625.

625.11. Add the following:

Do not measure turf establishment used for constructing temporary sidewalks for payment.

8) Special Contract Requirements Section 636.

636.04B. Add the following:

(c) Sand cast, low copper content, marine-grade aluminum dome top with a ¼ thick spun aluminum shade painted white on the underside with bronze color finish, with a pole mounting adapter that fits over a standard 2-3/8” tenon with (4) ¼-20 set screws, stainless steel hardware and fasteners, and other fixtures.

Bidder’s Questions and Responses:

1) Bidder’s question: Sheet # P04 shows EV charging Parking Spaces. Are EV Charging stations included in this project.

Response: EV stations are not required for the job; only spaces for future stations.

2) Bidder’s question: Will there be a location on site for placement of Government Field Office. Or will Field office be required to be off site?

Response: See Special Contract Requirements Section 637 for field office information.

3) Bidder’s question: Will temporary sidewalks and (either concrete or asphalt) be paid by bid item?

Response: Temporary sidewalks will be aggregate and paid through pay item 61501-0800. See the Special Contract Requirements plan sheets revisions, including an added detail for further information.

4) Bidder’s question: Will removal of temporary sidewalks and ramps (either concrete or asphalt) be paid by bid item?

Response: Temporary sidewalk removal is included in the pay item 61501-0800.

For more information, see the Special Contract Requirements revisions.

Info Page 5 of 8

5) Bidder’s question: Will the regrading and revegetation of temporary sidewalks and ramps, if necessary and regardless of the material in which the temporary sidewalk or ramp is constructed, be paid by bid item?

Response: Regrading and revegetation of temporary sidewalks is included in the pay item 61501-0800. For more information, see the Special Contract Requirements revisions.

6) Bidder’s question: Referencing plan sheet C30, there are no bid items on Schedule D for either 20 LF- Conduit, 1-1/2 inch PVC (pay item 63610-1000) or 1 EA- Utility Box, Pullbox (pay item 63621-1000). Will items be added to Schedule D?

Response: Bid item discrepancies between the estimate and plans were assessed and revised for all plan sheets. See the revised plan sheets.

7) Bidder’s question: For intermediate and base courses containing 20-30% RAP, amendment 4 says to lower the binder performance grade by 6 degrees for the high and low temp. points. Does that mean to include mixes at 20% RAP or does it mean in excess of 20% RAP?

Response: Mixtures containing 20.00 percent RAP are included, mixtures containing 19.99 % RAP are excluded from performance grade reduction.

8) Bidder’s question: Would the Government consider allowing a KYTC type B polish-resistant compliant mixture to be used for the surface course per KYTC’s warrants for selecting asphalt mixtures? (KYTC’s warrants require type B polish-resistant aggregates for roads with ADT between 5,000 and 15,000). KYTC specifications provide for reference:

Response: The FP specification relating to aggregate polishing is found in FP-14

703.07 and requires 25 percent by mass of insoluble residue according to ASTM D 3042. This is for the combined JMF aggregates. Contract 401.03 limits natural sand to 10%. Material must meet FP specification.

9) Bidder’s question: Is this project considered a Design/Build? Does the contractor have any design responsibilities?

Response: Contractor design responsibilities are detailed in the FP-14, SCRs, and plans.

Info Page 6 of 8

10) Bidder’s question: Amendment 4 provided information concerning Oil/Grit separator. Is the contractor responsible or the design? If so, there is not enough site data to provide a design. Please Advise.

Response: Contractor design responsibilities are detailed in the FP-14, SCRs, and plans. Amendment 0004 also included the storm drain system memo with

11) Bidder’s question: It is still unclear of the depth of the structure for the oil/grit separator. The drawings just state varies. Please provide a height dimension for the Oil/Grit Separator Tanks.

Response: Contractor design responsibilities are detailed in the FP-14, SCRs, and plans. Amendment 0004 also included the storm drain system memo with

12) Bidder’s question: For the placement of colored concrete, what is the color that will be used?

Response: Special Contract Requirements Sections 601, 608, 609, and 615 discussed the color requirements for each application.

13) Bidder’s question: The Roof Pitch on the Plaza Shelter on drawing E646-B is a 3:12.

The other roof structures on site seem to steeper in pitch. Please Advise if this is correct?

Response: This item was addressed in Amendment 0002.

14) Bidder’s question: Is there any electrical power or lighting requirements for the Plaza Shelter?

Response: Requirements for the Plaza Shelters are described in SCR Section 646.

15) Bidder’s question: Is there any plumbing or electrical requirements for the White Nose Washing Station? None are shown on the drawings please advise.

16) Response: Requirements for the White Nose Station are described in SCR Section 646.

17) Bidder’s question: Is there a manufacturer for the White Nose Washing Station?

Response: This item was addressed in Amendment 0002.

Info Page 7 of 8

18) Bidder’s question: Please provide a detail, spec sheet or cut sheet on the “Aluminum tube” bollard light (reference sheet H01; assembly labeled LB)

Response: Design and submittal requirements are described in SCR 636.04C.

Contractor is responsible for submitting a lighting system package for approval.

19) Bidder’s question: Please provide a detail, spec sheet or cut sheet on the pole mount lights and light poles (reference sheet H01; assembly labeled LP).

Response: Design and submittal requirements are described in SCR 636. Contractor is responsible for submitting a lighting system package for approval.

20) Bidder’s question: Please provide a detail, spec sheet or cut sheet on the assemblies labeled PB (for Pull Box) referenced on sheet H01 & H02.

21) Bidder’s question: If there is a concrete base associated with either the bollard lights or light poles, please provide that detail.

22) Bidder’s question: Please provide a circuit layout & details on the home run for the lighting system shown on sheet H01 & H02.

23) Bidder’s question: Are the quantities by bid schedule correct for the entire “lighting system” scope of work? It seems there are bid items omitted.

Response: Bid items have been revised as needed.

24) Bidder’s question: Should there be a bid item for 2-inch SCH 80 conduit?

Response: Bid items have been revised as needed.

25) Bidder’s question: If possible, please ask the design team if they would consider alternate “or equal” frames & grates for the various storm sewer structures. We are receiving feedback from the castings suppliers that the frames & grates specified are no longer manufactured.

Response: Design and submittal requirements as in the various SCRs. Contractor design responsibilities are detailed in the FP-14, SCRs, and plans.

Info Page 8 of 8

26) Bidder’s question: Will typically used, commercially available frames & grates (i. e., cast iron) be acceptable for the various types of storm sewer inlets and manholes? Two major material suppliers that frequently provide frames & grates are J. R. Hoe and East Jordan Iron Works. Would you review their products shown on their websites to determine if either suppliers’ frames & grates would be considered “or equal”? (Referencing the attached detail sheets from the plans, some inlet types appear to permit the use of cast iron frames & grates based on the wording “Minor variations in design and dimensions for frames and grating are permitted to allow manufacturer’s standards.”)

Response: Contractors can submit their proposal during the construction. FP-14 Section 104 and SCR Section 604 describe the submittal requirements and contract requirements for the project.

27) Bidder’s question: Are the grates required to be galvanized?

Response: Refer to Detail 604-04 and FP-14 Section 725.10 for material specifications for this item.

28) Bidder’s question: Would a safety chain be considered “or equal” to secure the frame to the grate in lieu of a nut & bolt connection (Inlet, Type 5B) or a welded connection (Inlet, Type 7A and 7B)?

Response: Contractors can submit their proposal during the construction. FP-14 Section 104 and SCR Section 604 describe the submittal requirements and contract requirements for the project.

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1. Existing tree to remain. Do not disturb existing tree.

2. Hand excavation is required for work within the tree critical root zone area.

3. Adjust locations of light bollards and light poles based on field conditions as approved by the CO.

4. See Section 636 for the proposed lighting requirements.

NOTES:

PATH #1

ROUTE 908AZ

PATH #2

PATH #3

ROUTE 9

08BZ

ROUTE 1

See Note 1

LB-02

LB-01

LB-03

LB-04

LB-05

LB-06

LB-07

LB-08

LB-09

LB-10

LB-11

LB-12

LB-13

LB-14

PB-01

PB-02

PB-03

PB-04

PB-05

PB-06

PB-07

PB-08

PB-09

PB-10

PB-11

M A

T C

H L I

N E

M A

T C

H L I

N E

Construction centerline (typ.)

LP-01

LP-02

NO. DATE BY REVISIONS

OFFICE OF FEDERAL LANDS HIGHWAY

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION MAMMOTH CAVE NATIONAL PARK

LIGHTING SYSTEM LAYOUT

Schedules A to E

SCALE IN FEET

0 25 50

LEGEND

Light Bollard (LB)

Light Pole Mount (LP)

Sheet 1 of 2

80808

D D e s ig n S u r v F t

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STATE PROJECT

NUMBER

SHEET

KY NP-MACA 12(1), 908(1) H01

NPS Drwg No. 135/182690 NPS PMIS No. 178782Amendment 0007

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NO. DATE BY REVISIONS

6 9/19/25

LEGEND

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NPS PMIS No. 178782 NPS Drw No. 135/182690

AMENDMENT NO. 7 � STATE PROJECT

KY NP-MACA 12(1), 908(1)

NOTES:

1. Hand excavation is required for work within the tree critical root zone area.

2. Adjust locations of light bollards based on field conditions as approved by the CO.

3. See Section 636 for the proposed lighting requirements.

CONDUIT

Location to No. of 63610-1600 Conduit, 2- 63610-2800 Conduit, 4-

Location Size (Dia.) (in.) Conduits inch PVC (Schedule 80) inch PVC (Schedule 80)

Lnft Lnft

PB-01 - LB-10 4 1 45

LB-10 - LB-11 4 1 80

LB-11 - PB-02 4 1 120

PB-02 - LP-01 2 1 10

PB-02 - PB-03 2 1 140

PB-03 - LP-02 2 1 10

PB-01 - PB-09 2 1 100

PB-09 - PB-10 2 1 55

PB-10 - PB-11 2 1 235

PB-11 - LB-14 2 1 84

PB-04 - PB-05 4 1 160

PB-05 - LB-02 2 1 14

LB-02 - LB-01 2 1 85

Source - PB-04 4 1 21

PB-04 - PB-06 4 1 200

PB-06 - PB-07 2 1 137

PB-07 - PB-08 2 1 163

PB-08 - LB-09 2 1 14

Source - PB-12 4 1 60

PB-12 - PB-13 4 1 120

PB-13 - LB-16 2 1 21

LB-16 - LB-17 2 1 54

PB-13 - LB-18 2 1 62

PB-13 - PB-14 4 1 80

PB-14 - PB-15 4 1 54

PB-14 - LB-19 2 1 41

PB-14 - WNS 4 1 10

LB-19 - DF 2 1 7

PB-15 - LB-20 2 1 35

PB-15 - LB-21 2 1 73

DF= Drinking fountain; WNS= White Nose Station

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

0 20 40 L....-a-1

MAMMOTH CAVE NATIONAL PARK

LIGHTING SYSTEM LAYOUT

Schedules A to E

SHEET

NUMBER

H02

SCALE IN FEET Sheet 2 of 2

DATE BY

ROUTE 961

REVISIONS

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� 6 9/17 /25 QCP AMD #6 - Revised callout for temporary sidewalk from asphalt to aggregate.

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NPS PMIS No. 178782 NPS Drw No. 135/182690

AMENDMENT NO. 7 <B> STATE PROJECT

KY NP-MACA 12(1), 908(1)

SHEET

NUMBER

N19

STAGE 3 TEMPORAR.Y PARKING

NOTES:

······1·· ..

- 1 • - i..: .... :. . .- ·r - • • • - r: · · - · ·

PARKING SPACES

Regular

Accessible

Van Accessible

Total

PROPOSED

L-:-

1. See Temporary Traffic Control Plans, Stage 2, for the temporary pavement marking and signs. =--= = __;_ =

2. See Temporary Pedestrian Detour Plans for more information.

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

0 25 50

�c-

POINT

A

B

NORTHING EASTING

1,950,833.712 1,538,127.640

1,950,833.714 1,538,277.640

RESERVED

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R7-8 (mod.)

MAMMOTH CAVE NATIONAL PARK

TEMPORARY TRAFFIC CONTROL

PLAN

SCALE IN FE ET

:C:L_..J.... __ .J......J.. _____________ .,L _________________________________ ...__ __________ ...,_ _____________________ _ STAGE 3 Sheet 3 of 4

� NO. DATE BY

NOTES:

1.

3.

Provide pedestrian detour route in full compliance with

Construct additional temporary sidewalk as directed by the CO.

he area to match original contours as directed by the CO.

REVISIONS

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SP-4

Caver's

Camp Store

NPS PMIS No. 178782 NPS Drw No. 135/182690

II

Cavefs

Camp Store SP-4

DETOUR M4-9b

AMENDMENT NO. 7 <B> STATE PROJECT

KY NP-MACA 12(1), 908(1)

U.S. DEPARTMENTOF TRANSPORTATION MAMMOTH CAVE NATIONAL PARK

FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

SHEET

NUMBER

N26

1---------TEMPORARY PEDESTRIAN DETOUR

STAGE 1

NO SCALE

�L.L __ L__L ____________ ....J. ________________________________ ...L,. __________ .i.... ____________________ _

NPS PMIS No. 178782 NPS Drw No. 135/182690

NOTES:

1.

2.

3.

N

AMENDMENT NO. 7 � STATE

KY

Work area (typ.)

PROJECT

NP-MACA 12(1), 908(1)

SHEET

NUMBER

N27

�:1----r-----.---,---------------r------------------------------------.-----------.-------------------------------------, � NO. DATE BY REVISIONS U.S. DEPARTMENT OF TRANSPORTATION MAMMOTH CAVE NATIONAL PARK

"' FEDERAL HIGHWAY ADMINISTRATION

OFFICE OF FEDERAL LANDS HIGHWAY

1------------1 TEMPORARY PEDESTRIAN DETOUR

il----l------l-----t-----------------1

E STAGE 3

�l----l------l-----+-----------------1 NO 9CALE g:L...L--.L.....l ______________ .J.... __________________________________ ...,_ ___________ i.... _____________________ __.

NO. DATE BY

Existing pavement structure

REVISIONS

6 9/17 /25 QCP

AMD #6 -Added new Standard Detail sheet 53lA to plans, Gap, varies.

See Note 1.

Existing curb e(var.) �

Width as shown in the plans 2' (min.)

6" aggregate base course

8%_

Separation geotextile

SIDEWALK WITH CURB

6" aggregate base course

Separation geotextile

SIDEWALK WITHOUT CURB

NO SCALE

NPS PMIS No. 178782 NPS Drw No. 135/182690

AMENDMENT NO. 7 <B> PROJECT

SHEET

NUMBER

NP-MACA 12(1), 908(1) S31A

NOTES:

1. There may be a gap between the temporary aggregate sidewalk and existing edge of pavement.

2. Place temporary aggregate sidewalk as directed by the CO.

U.S. DEPARTMENT OF TRANSPORTATION, FHWA

OFFICE OF FEDERAL LANDS HIGHWAY

TEMPORARY SIDEWALK,

AGGREGATE

EFLHD DETAIL

E615-01B

SPECIFICATION

FP-14

APPROVED FOR USE

05/2024

Project No : Schedule : Schedule Type : Base Project Name :

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Price Amount

A0010 15101-0000 MOBILIZATION ALL

A0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL

A0030 15401-0000 CONTRACTOR

TESTING ALL

A0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

2,490.000

A0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

20.000

A0060 15706-1300

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE

C

8.000

A0070 15706-1400

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE

D

15.000

A0080 15706-1600

SOIL EROSION

CONTROL,

STABILIZED

CONSTRUCTION

EXIT

1.000

A0090 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL

A0100 20101-0000 CLEARING AND

GRUBBING 1.160

EACH

EACH

LPSM

ACRE

LPSM

LPSM

LNFT

LNFT

EACH

Unit

LPSM

B-1

BID SCHEDULE

NP-MACA 12(1), 908(1) A

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

ACCESS ROADS

Revised by Amendment 0007

A0110 20301-1100 REMOVAL OF GATE 1.000

A0120 20301-1200 REMOVAL OF

HEADWALL 2.000

A0130 20301-1400 REMOVAL OF INLET 9.000

A0140 20301-2400 REMOVAL OF SIGN 5.000

A0150 20301-2400 REMOVAL OF SIGN (SALVAGE) 1.000

A0160 20301-2800

REMOVAL OF

STRUCTURES AND

OBSTRUCTIONS

(GREASE

INTERCEPTOR) 1.000

A0170 20301-3100 REMOVAL OF

UTILITY POLE 2.000

A0180 20302-0200 REMOVAL OF

CURB 116.000

A0190 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

380.000

A0200 20302-0900 REMOVAL OF

FENCE, CHAIN LINK 256.000

A0210 20302-1900

REMOVAL OF

PAVED

WATERWAY,

CONCRETE

330.000

A0220 20302-2100 REMOVAL OF PIPE

CULVERT 440.000

A0230 20302-2100 REMOVAL OF PIPE

CULVERT

(SLOTTED DRAIN

PIPE) 28.000

A0240 20303-0300 REMOVAL OF

CONCRETE 170.000

A0250 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

1,090.000

A0260 20303-2300

REMOVAL OF

PAVEMENT,

CONCRETE

(PAVER)

36.000

A0270 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

145.000

A0280 20303-3600 REMOVAL OF WALL 12.000

A0290 20305-1000 REMOVAL OF

CONCRETE 65.000

A0300 20305-2000 REMOVAL OF

STONE MASONRY 28.000

A0310 20401-0000 ROADWAY

EXCAVATION 2,200.000

A0320 20402-0000 SUBEXCAVATION 13.000 CUYD

SQYD

SQYD

CUYD

CUYD

CUYD

LNFT

LNFT

SQYD

SQYD

SQYD

EACH

LNFT

LNFT

LNFT

LNFT

EACH

EACH

EACH

EACH

EACH

EACH

Revised by Amendment 0007 B-2

A0330 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

5,510.000

A0340 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

180.000

A0350 30101-4000 AGGREGATE BASE

GRADING C OR D 1,570.000

A0360 31302-0500

AGGREGATE-

TOPSOIL COURSE,

5-INCH DEPTH

640.000

A0370 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

620.000

A0380 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

760.000

A0390 41202-0000 TACK COAT 580.000

A0400 60201-0300 8-INCH PIPE

CULVERT 120.000

A0410 60201-0400

12-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

55.000

A0420 60201-0500

15-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

40.000

A0430 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 600.000

A0440 60201-0600

18-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

18.000

A0450 60201-0600 18-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 410.000

A0460 60201-0800

24-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

150.000

LNFT

LNFT

LNFT

LNFT

LNFT

TON

TON

GAL

LNFT

LNFT

SQYD

SQYD

TON

SQYD

B-3

A0470 60201-0800 24-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 170.000

A0480 60401-0000 MANHOLE 1.000

A0490 60401-0000 MANHOLE (BYPASS) 1.000

A0500 60401-0000 MANHOLE (DEPTH GREATER

THAN 5 FEET) 4.000

A0510 60401-0000 MANHOLE (DEPTH LESS

THAN 5 FEET) 4.000

A0520 60401-0000 MANHOLE (PRO OIL GRIT) 1.000

A0530 60403-1400 INLET, FLH TYPE 5B 1.000

A0540 60403-1700 INLET, FLH TYPE 6A (HEADROOM) 2.000

A0550 60403-1700 INLET, FLH TYPE 6A (LIMITED) 9.000

A0560 60403-1700 INLET, FLH TYPE 6A (MINIMUM) 2.000

A0570 60403-1700 INLET, FLH TYPE 6A (MODIFIED) 2.000

A0580 60403-2200 INLET, FLH TYPE 7A 4.000

A0590 60404-0000 CATCH BASIN , GREASE

INTERCEPTOR 1.000

A0600 60406-0000 INLET

ADJUSTMENT 1.000

A0610 60421-0000 OIL/GRIT

SEPARATOR

AND

INFILTRATION 1.000

A0620 60802-0400

PAVED

WATERWAY, TYPE

205.000

A0630 60902-0800

CURB AND

GUTTER,

CONCRETE, 10-

INCH DEPTH

550.000

A0640 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,890.000

A0650 61203-0000 MANHOLE,

SANITARY SEWER 1.000

A0660 61401-0000 LEAN CONCRETE

BACKFILL 1.500

A0670 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

110.000

0007 A0675 61501-0800 SIDEWALK,

AGGREGATE

(TEMPORARY) 180.000

SQYD

SQYD

LNFT

LNFT

LNFT

EACH

CUYD

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

EACH

LNFT

EACH

EACH

EACH

EACH

B-4

A0680 61503-1000 MEDIAN,

CONCRETE 60.000

A0690 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

11.000

A0700 61902-0100 GATE, WOOD 1.000

A0710 62011-0500

STONE MASONRY

HEADWALL FOR 24-

INCH PIPE

CULVERT

3.000

A0720 62013-2000 STONE MASONRY

WALL

(VENEER) 39.000

A0730 62401-0300

FURNISHING AND

PLACING TOPSOIL,

4-INCH DEPTH

1,640.000

A0740 62502-0000 TURF

ESTABLISHMENT 1,640.000

A0750 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

70.000

A0760 63502-0100

TEMPORARY

TRAFFIC

CONTROL, ARROW

BOARD, TYPE A

1.000

A0770 63502-0900

TEMPORARY

TRAFFIC

CONTROL, CONE,

TYPE 28-INCH

25.000

A0780 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

17.000

A0790 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

20.000

A0800 63503-0300

TEMPORARY

TRAFFIC

CONTROL,

BARRICADE TYPE 3

360.000

A0810 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

3,840.000 LNFT

EACH

EACH

EACH

EACH

LNFT

EACH

SQYD

SQYD

SQYD

SQFT

SQYD

SQYD

EACH

B-5

A0820 63503-1000

TEMPORARY

TRAFFIC

CONTROL,

PLASTIC FENCE

2,200.000

A0830 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

260.000

A0840 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD HEIGHT) 2.000

A0850 63610-2800 CONDUIT, 4-INCH,

PVC

(SCHEDULE 80) 450.000

A0860 63621-3000 UTILITY BOX,

JUNCTION BOX 2.000

A0870 63641-0400 RELOCATE POLE (ELECTRICAL) 1.000

A0880 63701-0000 FIELD OFFICE 1.000

A0890 64501-0000 LOCATE UTILITIES ALL

EACH

EACH

EACH

LPSM

Submitted By: Schedule Total:

LNFT

SQFT

EACH

LNFT

Revised by Amendment 0007 B-6

Project No : Schedule : Schedule Type : Option

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Price Amount

B0010 15101-0000 MOBILIZATION ALL

B0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL

B0030 15401-0000 CONTRACTOR

TESTING ALL

B0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

1,560.000

B0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

100.000

B0060 15706-1300

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE

C

2.000

B0070 15706-1400

SOIL EROSION

CONTROL, INLET

PROTECTION TYPE

D

12.000

B0080 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL

B0090 20101-0000 CLEARING AND

GRUBBING 1.520

B0100 20217-0000 TREE ROOT

PRUNING 160.000

B0110 20301-1200 REMOVAL OF

HEADWALL 1.000

B0120 20301-1500 REMOVAL OF

LIGHT POLE 3.000

B0130 20301-2400 REMOVAL OF SIGN 8.000

B0140 20301-2400 REMOVAL OF SIGN (SALVAGE) 1.000

EACH

EACH

EACH

EACH

LPSM

ACRE

LNFT

EACH

LPSM

LPSM

LNFT

LNFT

EACH

Unit

LPSM

B-7

BID SCHEDULE

NP-MACA 12(1), 908(1) B

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

B0150 20302-0200 REMOVAL OF

CURB 140.000

B0160 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

2,430.000

B0170 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

9,960.000

B0180 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

195.000

B0190 20401-0000 ROADWAY

EXCAVATION 8,700.000

B0200 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

16,635.000

B0210 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

160.000

B0230 30101-4000

AGGREGATE BASE

GRADING C OR D 4,650.000

B0240 30112-0000 AGGREGATE

SURFACE COURSE 100.000

B0250 31302-0500

AGGREGATE-

TOPSOIL COURSE,

5-INCH DEPTH 1,590.000

B0260 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

1,520.000

B0280 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

2,260.000

B0290 41202-0000 TACK COAT 1,720.000 GAL

TON

CUYD

SQYD

TON

TON

SQYD

SQYD

CUYD

SQYD

SQYD

LNFT

LNFT

B-8

B0300 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 420.000

B0310 60201-0600

18-INCH PIPE

CULVERT

(CORRUGATED

POLYETHYLENE

PIPE)

60.000

B0320 60201-0600 18-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 390.000

B0330 60201-0800 24-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 170.000

B0340 60201-0800

24-INCH PIPE

CULVERT

(SMOOTH WALL

POLYETHYLENE

PIPE)

200.000

B0350 60401-0000 MANHOLE (DEPTH LESS

THAN 5 FEET) 6.000

B0360 60403-1400 INLET, FLH TYPE 5B 3.000

B0370 60403-1700 INLET, FLH TYPE 6A (HEADROOM) 2.000

B0380 60403-1700 INLET, FLH TYPE 6A (LIMITED) 6.000

B0390 60403-1700 INLET, FLH TYPE 6A (MINIMUM) 3.000

B0400 60403-1900 INLET, FLH TYPE 6B 1.000

B0410 60403-2200 INLET, FLH TYPE 7A 1.000

B0420 60901-1700 CURB, CONCRETE,

18-INCH DEPTH 3,490.000

B0430 60901-1700 CURB, CONCRETE,

18-INCH DEPTH

(VARIABLE CURB

HEIGHT) 35.000

B0440 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,360.000

B0450 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

(DEPRESSED)

420.000

B0460 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

(TRANSITION)

75.000

B0470 60915-3000

WHEELSTOP,

RECYCLED

PLASTIC

3.000

B0480 60920-0000 RESET

WHEELSTOP

(TEMPORARY) 8.000

B0490 61108-2000 ADJUST FIRE

HYDRANT 1.000 EACH

LNFT

LNFT

LNFT

EACH

EACH

EACH

EACH

EACH

LNFT

LNFT

LNFT

EACH

EACH

EACH

EACH

LNFT

LNFT

LNFT

LNFT

B-9

B0500 61109-4000 RELOCATE FIRE

HYDRANT 1.000

B0510 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

800.000

B0520 61503-1000 MEDIAN,

CONCRETE 330.000

B0530 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

500.000

B0540 62011-0500

STONE MASONRY

HEADWALL FOR 24-

INCH PIPE

CULVERT

1.000

B0550 62401-0300

FURNISHING AND

PLACING TOPSOIL,

4-INCH DEPTH 3,090.000

B0560 62502-0000 TURF

ESTABLISHMENT 3,090.000

B0570 62642-0000 ROOT BARRIER 162.000

B0580 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

45.000

B0590 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

18.000

B0600 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

24.000

B0610 63502-2900

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS,

SYMBOLS, AND

LETTERS

(ACCESSIBILITY

SYMBOL)

3.000

B0620 63503-0300

TEMPORARY

TRAFFIC

CONTROL,

BARRICADE TYPE 3

180.000

EACH

EACH

EACH

LNFT

EACH

SQYD

SQYD

LNFT

SQFT

EACH

SQYD

SQYD

SQYD

B-10

B0630 63503-0700

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

4,550.000

B0640 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

30.000

B0650 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD HEIGHT) 12.000

B0660 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(POLE MOUNT)

3.000

0007 B0665 63610-1600 CONDUIT, 2-INCH,

PVC

(SCHEDULE 80) 1,150.000

0007 B0670 63610-2800 CONDUIT, 4-INCH,

PVC

(SCHEDULE 80) 4,500.000

B0680 63621-1000 UTILITY BOX,

PULLBOX 11.000

B0690 63621-3000 UTILITY BOX,

JUNCTION BOX 9.000

B0700 63640-0600

RELOCATE

COMMUNICATION

LINE

(ONE FIBER OPTIC

LINE AND THREE

COAXED CABLES) ALL

EACH

EACH

LPSM

Submitted By: Schedule Total:

SQFT

EACH

EACH

LNFT

LNFT

LNFT

B-11

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Price Amount

C0010 15101-0000 MOBILIZATION ALL

C0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL

C0030 15401-0000 CONTRACTOR

TESTING ALL

C0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

2,900.000

C0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

6.000

C0060 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL

C0070 20101-0000 CLEARING AND

GRUBBING 1.010

C0080 20301-0100 REMOVAL OF

BOLLARD

(LIGHT) 2.000

C0090 20301-2400 REMOVAL OF SIGN 3.000

C0100 20301-2400 REMOVAL OF SIGN (SALVAGE) 15.000

C0110 20301-3000

REMOVAL OF

TRASH

RECEPTACLE

3.000

C0120 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

840.000

C0130 20302-1000 REMOVAL OF

FENCE, RAIL 35.000

LNFT

LNFT

ACRE

EACH

EACH

EACH

EACH

LPSM

LPSM

LNFT

LNFT

LPSM

Unit

LPSM

B-12

BID SCHEDULE

NP-MACA 12(1), 908(1) C

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

C0140 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

980.000

C0150 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

1,020.000

C0160 20401-0000 ROADWAY

EXCAVATION 1,760.000

C0170 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

3,800.000

C0180 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

800.000

C0190 30101-4000

AGGREGATE BASE

GRADING C OR D 1,160.000

C0200 31302-0500

AGGREGATE-

TOPSOIL COURSE,

5-INCH DEPTH 785.000

C0210 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

315.000

C0220 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

470.000

C0230 41202-0000 TACK COAT 360.000

C0240 60201-0500 15-INCH PIPE

CULVERT

(REINFORCED

CONCRETE PIPE) 35.000

C0250 60703-0000

CLEANING

CULVERTS IN

PLACE

150.000

TON

GAL

LNFT

LNFT

SQYD

SQYD

TON

SQYD

TON

SQYD

SQYD

CUYD

B-13

C0260 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

1,980.000

C0270 60915-1000 WHEELSTOP,

CONCRETE 42.000

C0280 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

910.000

0007 C0290 61501-0800 SIDEWALK,

AGGREGATE

(TEMPORARY) 100.000

C0300 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

110.000

C0310 62011-0200

STONE MASONRY

HEADWALL FOR 15-

INCH PIPE

CULVERT

2.000

C0320 62401-0300

FURNISHING AND

PLACING TOPSOIL,

4-INCH DEPTH 2,420.000

C0330 62502-0000 TURF

ESTABLISHMENT 2,420.000

C0340 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

25.000

C0350 63502-0900

TEMPORARY

TRAFFIC

CONTROL, CONE,

TYPE 28-INCH

20.000

C0360 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

80.000

C0370 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

20.000

C0380 63502-2900

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS,

SYMBOLS, AND

LETTERS

(ACCESSIBILITY

SYMBOL)

8.000

EACH

EACH

SQYD

SQYD

SQFT

EACH

EACH

EACH

SQYD

SQYD

SQYD

EACH

LNFT

B-14

C0390 63503-0300

TRAFFIC

CONTROL,

BARRICADE TYPE 3

490.000

C0400 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

9,620.000

C0410 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

100.000

C0420 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD HEIGHT) 1.000 EACH

Submitted By: Schedule Total:

LNFT

LNFT

SQFT

B-15

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Price Amount

D0010 15101-0000 MOBILIZATION ALL

D0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL

D0030 15401-0000 CONTRACTOR

TESTING ALL

D0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

850.000

D0050 15705-1400

SOIL EROSION

CONTROL, FIBER

ROLL

190.000

D0060 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL

D0070 20101-0000 CLEARING AND

GRUBBING 0.260

D0080 20301-0080 REMOVAL OF

BENCH 2.000

D0090 20301-0080 REMOVAL OF

BENCH

(BIKE RACK,

SALVAGE) 2.000

D0100 20301-1100 REMOVAL OF GATE 1.000

D0110 20301-1500 REMOVAL OF

LIGHT POLE 2.000

D0120 20301-3000

REMOVAL OF

TRASH

RECEPTACLE

1.000

D0130 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

180.000

D0140 20302-1000 REMOVAL OF

FENCE, RAIL 260.000

EACH

LNFT

LNFT

ACRE

EACH

EACH

EACH

EACH

LPSM

LPSM

LNFT

LNFT

LPSM

Unit

LPSM

B-16

BID SCHEDULE

NP-MACA 12(1), 908(1) D

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

D0150 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

1,160.000

D0160 20303-3200

REMOVAL OF

SIDEWALK,

CONCRETE

145.000

D0170 20401-0000 ROADWAY

EXCAVATION 425.000

D0180 20402-0000 SUBEXCAVATION 28.000

D0190 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

2,740.000

D0200 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

880.000

D0210 30101-4000

AGGREGATE BASE

GRADING C OR D 520.000

D0220 31302-0500

AGGREGATE-

TOPSOIL COURSE,

5-INCH DEPTH 860.000

D0230 40101-0200

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/8-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

2,035.000

D0240 40101-0600

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

1/2-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

100.000

SQYD

TON

TON

CUYD

CUYD

SQYD

SQYD

TON

SQYD

SQYD

B-17

D0250 40101-1000

ASPHALT

CONCRETE

PAVEMENT,

GYRATORY MIX,

3/4-INCH NOMINAL

MAXIMUM SIZE

AGGREGATE, 0.3

TO <3 MILLION

ESAL

150.000

D0260 41202-0000 TACK COAT 3,150.000

D0270 41301-0400

ASPHALT

PAVEMENT

MILLING, 1 1/2-

INCH DEPTH

2,680.000

D0280 50101-0800

MINOR CONCRETE

PAVEMENT,

REINFORCED, 8-

INCH DEPTH

170.000

D0290 60902-1100

CURB AND

GUTTER,

CONCRETE, 13-

INCH DEPTH

690.000

D0300 61102-1700

2-INCH

WATERLINE,

POLYVINYL

CHLORIDE (PVC)

165.000

D0310 61112-0000

WATER FOUNTAIN (WITH UPPER

BOTTLE FILLING

STATION)

1.000

D0320 61114-0000 WATER SYSTEM

ACCESSORY

, 2-INCH SHUT-OFF

VALVE 1.000

D0330 61114-0000 WATER SYSTEM

ACCESSORY

, BACK FLOW

PREVENTER 1.000

D0340 61114-0500

WATER SYSTEM

ACCESSORY,

BRANCH

(1/2-INCH TEE

CONNECTION) 1.000

D0350 61114-0500

WATER SYSTEM

ACCESSORY,

BRANCH

(2-INCH WYE

CONNECTION) 1.000

D0360 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

950.000

D0370 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

8.000 SQYD

EACH

EACH

EACH

EACH

SQYD

SQYD

SQYD

LNFT

LNFT

EACH

TON

GAL

B-18

D0380 62401-0300

FURNISHING AND

PLACING TOPSOIL,

4-INCH DEPTH 2,140.000

D0390 62502-0000 TURF

ESTABLISHMENT 2,140.000

D0400 62601-0100

ACER RUBRUM,

RED MAPLE, 1 1/2-

INCH TO 2-INCH

CALIPER, BALLED

AND BURLAPPED

9.000

D0410 62601-0700

ACER

SACCHARUM,

SUGAR MAPLE, 1

1/2-INCH TO 2-INCH

CALIPER, BALLED

AND BURLAPPED

4.000

D0420 62603-0150

CERCIS

CANADENSIS,

EASTERN

REDBUD, 1 1/2-

INCH TO 2-INCH

CALIPER, BALLED

AND BURLAPPED

5.000

D0430 62603-0750

CORNUS FLORIDA,

WHITE

FLOWERING

DOGWOOD, 6

FEET TO 8 FEET

HEIGHT, BALLED

AND BURLAPPED

8.000

D0440 62603-1700

CASTENEA

DENTATA,

AMERICAN

CHESTNUT, 8

FEET TO 10 FEET

HEIGHT, BALLED

AND BURLAPPED

5.000

D0450 62603-1800

CLADRASTIS

KENTUCKEA,

KENTUCKY

YELLOWWOOD, 8

FEET TO 10 FEET

HEIGHT, BALLED

AND BURLAPPED

3.000

EACH

EACH

EACH

EACH

SQYD

SQYD

EACH

EACH

B-19

D0460 62606-0150

FAGUS

GRANDIFLORIA,

AMERICAN BEECH,

1 1/2-INCH TO 2-

INCH CALIPER,

BALLED AND

BURLAPPED

3.000

D0470 62610-0150

JUNIPERUS

VIRGINIANA,

EASTERN RED

CEDAR, 6 FEET TO

8 FEET HEIGHT,

BALLED AND

BURLAPPED

10.000

D0480 62610-0400

JUGLANS NIGRA,

BLACK WALNUT, 8

FEET TO 10 FEET

HEIGHT, BALLED

AND BURLAPPED

2.000

D0490 62612-0300

LIROIDENDREN

TULIPFERA, TULIP

TREE, 1 1/2-INCH

TO 2-INCH

CALIPER, BALLED

AND BURLAPPED

8.000

D0500 62616-0550

PLATANUS

OCCIDENTALIS,

SYCAMORE, 6

FEET TO 8 FEET

HEIGHT, BALLED

AND BURLAPPED

5.000

D0510 62617-0150

QUERCUS ALBA,

WHITE OAK, 1 1/2-

INCH TO 2-INCH

CALIPER, BALLED

AND BURLAPPED

7.000

D0520 62621-0050

ULMUS

AMERICANA

(VALLEY FORGE),

AMERICAN ELM, 2-

INCH TO 2 1/2-INCH

CALIPER, BALLED

AND BURLAPPED

3.000 EACH

EACH

EACH

EACH

EACH

EACH

EACH

B-20

D0530 62622-0300

VIBURNUM

PRUNIFOLIUM,

BLACKHAW

VIBURNUM, 30-

INCH TO 36-INCH

HEIGHT, BALLED

AND BURLAPPED

3.000

D0540 63301-1000

SIGN SYSTEM,

GOVERNMENT

FURNISHED SIGN

12.000

D0550 63304-0900

SIGNS, ALUMINUM

PANELS, TYPE 3

SHEETING

45.000

D0560 63401-1500

PAVEMENT

MARKINGS, TYPE

H, SOLID

12,200.000

D0570 63401-1650

PAVEMENT

MARKINGS, TYPE

H, DOTTED

75.000

D0580 63405-2900

PAVEMENT

MARKINGS, TYPE

H, TURN ARROW

2.000

D0590 63405-3250

PAVEMENT

MARKINGS, TYPE

H, ACCESSIBILITY

SYMBOL

11.000

D0600 63502-0900

TEMPORARY

TRAFFIC

CONTROL, CONE,

TYPE 28-INCH

10.000

D0610 63502-1300

TEMPORARY

TRAFFIC

CONTROL, DRUM

13.000

D0620 63502-1600

TEMPORARY

TRAFFIC

CONTROL,

WARNING LIGHT

TYPE B

37.000

D0630 63502-2900

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS,

SYMBOLS, AND

LETTERS

(YIELD TRIANGLES)

4.000

EACH

EACH

LNFT

EACH

EACH

EACH

EACH

EACH

EACH

SQFT

LNFT

B-21

D0640 63503-0300

TRAFFIC

CONTROL,

BARRICADE TYPE 3

180.000

D0650 63503-0700

TEMPORARY

TRAFFIC

CONTROL,

PAVEMENT

MARKINGS

1,700.000

D0660 63504-1000

TEMPORARY

TRAFFIC

CONTROL,

CONSTRUCTION

SIGN

30.000

D0670 63506-0500

TEMPORARY

TRAFFIC

CONTROL,

FLAGGER

175.000

D0680 63601-6000

SYSTEM

INSTALLATION,

TRAFFIC

DETECTOR

SYSTEM

ALL

D0690 63602-2000

SYSTEM

INSTALLATION,

LIGHTING

(36-INCH LIGHT

BOLLARD HEIGHT) 6.000

D0700 63602-6020

SYSTEM

INSTALLATION,

TRAFFIC

DETECTOR WIRE

LOOP

2.000

0007 D0704 63610-1600 CONDUIT, 2-INCH,

PVC

(SCHEDULE 80) 320.000

0007 D0705 63610-2800 CONDUIT, 4-INCH,

PVC

(SCHEDULE 80) 360.000

D0710 63621-1000 UTILITY BOX,

PULLBOX 4.000

D0720 64602-2000

BUILDING,

SUPPORT

BUILDING

, PLAZA SHELTER

ALL

D0730 64603-0000

FIXTURE , WHITE NOSE

WASHING STATION 2.000

D0740 64603-0300 FIXTURE, BENCH 2.000

D0750 64603-0500 FIXTURE, BICYCLE

STORAGE RACK 2.000 EACH

Submitted By: Schedule Total:

LNFT

EACH

LPSM

EACH

EACH

HOUR

LPSM

EACH

EACH

LNFT

LNFT

LNFT

SQFT

B-22

AMD# Line Item Number Pay Item Number Description Supplemental Description

Quantity Unit Price Amount

E0010 15101-0000 MOBILIZATION ALL

E0020 15201-0000

CONSTRUCTION

SURVEY AND

STAKING

ALL

E0030 15401-0000 CONTRACTOR

TESTING

ALL

E0040 15705-0100

SOIL EROSION

CONTROL, SILT

FENCE

1,600.000

E0050 15706-1300

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE C

1.000

E0060 15706-1400

SOIL EROSION

CONTROL, INLET

PROTECTION

TYPE D

2.000

E0070 15720-0000

STORM WATER

POLLUTION

PREVENTION PLAN

ALL

E0080 20101-0000 CLEARING AND

GRUBBING

0.250

E0090 20301-1500 REMOVAL OF

LIGHT POLE

1.000

E0100 20301-2400 REMOVAL OF SIGN 8.000

E0110 20302-0300

REMOVAL OF

CURB AND

GUTTER,

CONCRETE

960.000

E0120 20303-1600

REMOVAL OF

PAVEMENT,

ASPHALT

1,140.000

E0130 20401-0000 ROADWAY

EXCAVATION

670.000

SQYD

CUYD

LPSM

ACRE

EACH

EACH

LNFT

LPSM

LPSM

LNFT

EACH

EACH

Unit

LPSM

B-23

BID SCHEDULE

NP-MACA 12(1), 908(1) E

RECONSTRUCTION OF HOTEL PARKING AREA AND ADJACENT

E0140 20701-1000

SEPARATION-

STABILIZATION

GEOTEXTILE,

CLASS 2, TYPE E

1,650.000

E0150 21101-2000

ROADWAY

OBLITERATION,

METHOD 2

3,330.000

E0160 30101-4000

AGGREGATE

BASE GRADING C

OR D

330.000

E0170 31302-0500

AGGREGATE-

TOPSOIL

COURSE, 5-INCH

DEPTH

570.000

E0180 60201-0200

6-INCH PIPE

CULVERT

(SMOOTH WALL

POLYETHYLENE

PIPE)

40.000

E0190 60407-0000 CAPPING INLETS

AND MANHOLES

2.000

E0200 61501-0500

SIDEWALK,

EXPOSED

AGGREGATE

CONCRETE

1,410.000

E0210 61504-2000

ACCESSIBILITY

RAMP, EXPOSED

AGGREGATE

CONCRETE

9.000

E0220 62401-0300

FURNISHING AND

PLACING

TOPSOIL, 4-INCH

DEPTH

6,710.000

E0230 62502-0000 TURF

ESTABLISHMENT

6,710.000

SQYD

SQYD

Submitted By: Schedule Total:

SQYD

LNFT

EACH

SQYD

SQYD

SQYD

SQYD

TON

Revised by Amendment 0007 B-24

B - 25

BID SUMMARY

Project NP MACA 12(1), 908(1)

(1) Schedule A (Base Contract) BID Total (from Page B-6) = (1) $

(2) Schedule B (Government Option 1) BID Total (from Page B-11) = (2) $

(3) Schedule C (Government Option 2) BID Total (from Page B-15) = (3) $

(4) Schedule D (Government Option 3) BID Total (from Page B-22) = (4) $

(5) Schedule E (Government Option 4) BID Total (from Page B-24) = (5) $_____________________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1) + (2) + (3) + (4) + (5) $

Maximum Time Allowed for the Contract if Schedules A, B, C, D, and E are Awarded at the Same Time:

If the Government awards the contract as Schedules A + B + C + D + E, the performance period to complete all contract work will be 674 calendar days.

Maximum Time Allowed for Each Schedule of Work if Awarded Separately:

If the Government awards the contract as Schedule A only, the performance period to complete all Schedule A work will be 240 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 108 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 181 calendar days and will start on the effective date of Schedule C’s Notice to Proceed.

If Schedule D (Government Option 3) is exercised after the award of the original contract, the performance period to complete all Schedule D work will be 92 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

If Schedule E (Government Option 4) is exercised after the award of the original contract, the performance period to complete all Schedule E work will be 53 calendar days and will start on the effective date of Schedule E’s Notice to Proceed.