Amendment 0001 - MO ERFO NPS OZAR 2017 - 1(1) and 1(3).pdf

(x)

693C7321B000002 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

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 1410/30/20200001

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

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

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

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

11. THIS ITEM ONLY APPLIES TO AMENDMENTS OF SOLICITATIONS

FACILITY CODE CODE

10B. DATED (SEE ITEM 13)

10A. MODIFICATION OF CONTRACT/ORDER NO.

9B. DATED (SEE ITEM 11)

9A. AMENDMENT OF SOLICITATION NO.

CODE

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

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

PAGE OF PAGES

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

1. CONTRACT ID CODE

AMENDMENT OF SOLICITATION/MODIFICATION OF CONTRACT

10/16/2020

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 MO ERFO NPS OZAR 2017-1(1) & MO ERFO NPS OZAR 2017-1(3)

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to change pay item from 55706-1000

(Structural Timber and Lumber, Untreated (Log Fascia)) to 55706-2000 (Structural

Timber and Lumber, Treated (Log Fascia)).

2) Revise the Plans to change pay item from 55706-1000 (Structural Timber and Lumber, Untreated (Log Fascia)) to 55706-2000 (Structural Timber and Lumber, Treated (Log

Fascia)).

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

4) Provide Design Drawings of the previous Jacks Fork Pedestrian Bridge to potential

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 34

CONTINUATION SHEET

REFERENCE NO. OF DOCUMENT BEING CONTINUED PAGE OF

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

693C7321B000002/0001 bidders.

5) Update the Instructions to Bidders document (Section E) to revise the site visit point of contact information.

6) The Bid Opening date remains November 17, 2020, at 2:00 p.m. EST.

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 2

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

MO ERFO NPS OZAR 2017-1(1) & MO ERFO NPS OZAR 2017-1(3)

Ozark National Scenic Riverways Reconstruction and rehabilitation of damaged areas due to extensive flooding in April 2017

Solicitation: 693C73- 21-B-000002

The purpose of this Amendment is to:

1) Revise the Solicitation Bid Schedule (B Pages) to change pay item from 55706-1000 (Structural Timber and Lumber, Untreated (Log Fascia)) to 55706-2000 (Structural Timber and Lumber, Treated (Log Fascia)).

2) Revise the Plans to change pay item from 55706-1000 (Structural Timber and Lumber, Untreated (Log Fascia)) to 55706-2000 (Structural Timber and Lumber, Treated (Log Fascia)).

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

4) Provide Design Drawings of the previous Jacks Fork Pedestrian Bridge to potential bidders.

5) Update the Instructions to Bidders document Section 52.236-27(b) contact information to the following:

Name: Richard Halbert, Chief of Maintenance Address: Ozark National Scenic Riverways 404 Watercress Drive Van Buren, MO 63965 Telephone: (573) 323-4913 Email: Richard_Balbert@nps.gov

6) The Bid Opening due date remains November 17, 2020, at 2:00 p.m. EST.

Solicitation B Pages changes

Delete the Bid Schedule Instructions (B Pages), pages 1 through 3 and B-1 through B-16, and substitute the amended Bid Schedule Instructions, pages 1 through 3 and B-1 through B-17.

Changed pay item 55706-1000 (Structural Timber and Lumber, Untreated (Log Fascia)) paid by LPSM to 55706-2000 (Structural Timber and Lumber, Treated (Log Fascia)) paid by

LPSM.

Info Page 2 of 2

Plan Sheet changes

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

a) Sheet C01 (Tabulation of Quantities) updated to change pay item 55706-1000 (Structural Timber and Lumber, Untreated (Log Fascia)) paid by LPSM to 55706-2000 (Structural Timber and Lumber, Treated (Log Fascia)) paid by LPSM.

2. Delete Plan Sheet R26 and substitute the amended Plan Sheet R26.

a) Sheet R26 (Alley Spring Trail Foot Bridge Typical Section) updated to add a third note to the plan sheet.

BID SCHEDULE INSTRUCTIONS

PROJECT: MO ERFO NPS OZAR 2017-1(1) &

MO ERFO NPS OZAR 2017-1(3)

BIDDERS PLEASE NOTE: Before preparing the bid, carefully read the Instructions to Bidders. While preparing the bid, comply with the following:

COMPLETING THE BID SCHEDULE

Complete the Bid Schedule(s) by handwriting in ink or typing. Specify a Unit Bid Price, in figures with cents to only two decimal places, for each pay item in the Unit Bid Price column for which a quantity is given. Do not enter or tender a Unit Bid Price for any pay item for which no estimated quantity appears in the Bid Schedule. Determine the products of the respective unit prices and quantities, and show them, in figures, in the Amount Bid column. If a Unit Bid Price and Amount Bid have been inserted by the Government for a pay item, do not change the Unit Bid Price and Amount Bid for the pay item. Determine the Bid Total for each specific individual Schedule of Work by adding the amounts of the listed items, and show in the block provided for that individual Schedule of Work. In case of multiplication errors, the Amount Bid for the item will be based on the Unit Bid Price.

To be eligible for award, bidders must submit prices for each pay item.

Review Subsection 109.05 of the FP (standard specifications book) regarding scope of payment for direct and indirect payment work.

Fill in the Bid Total(s) for each individual Schedule of Work as directed on the Bid Summary page. Fill in the Evaluation Total Price of Project in the space provided on the Bid Summary page.

The amount in Block 17 of the SF 1442 should be completed as follows:

Schedule A - $ .

Schedule B - $ .

Schedule C - $ .

Schedule D - $ .

Schedule E - $ .

Schedule F - $ .

Schedule G - $ .

Schedule H - $ .

SCHEDULES OF WORK

The Bid Schedule is comprised of the following separate schedules and options of work:

Schedule A (Base Contract) - Pages B-1 thru B-3 Schedule B (Government Option 1) - Pages B-4 thru B-6

Schedule C (Government Option 2) - Pages B-7 thru B-8 Schedule D (Government Option 3) - Page B-9 Schedule E (Government Option 4) - Page B-10 Schedule F (Government Option 5) - Pages B-11 thru B-12 Schedule G (Government Option 6) - Pages B-13 thru B-14 Schedule H (Government Option 7) - Pages B-15 thru B-16

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, D, E, F, G and H (Government Options 1, 2, 3, 4, 5, 6, and 7); see FAR Clauses 52.217-4 and 52.217-5.

The purpose of the multiple schedules and options is to give the Government maximum flexibility in completing the project in a timely manner and at a cost-effective price, by proper utilization of programmed funds and upon receipt of any additional funds required to award the contract. If complete funding is in place at the time of award of Schedule A (Base Contract), the Government may award Schedules B or C+D+E+F+G+H (Government Options 1 or 2) at that time.

Schedule B (Government Option 1): Must be awarded on the same schedule as Schedule A (Base Contract).

If additional funding is required for the award of Schedules C, D, E, F, G or H (Government Option 2, 3, 4, 5, 6, or 7) and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules C, D, E, F, G, and H (Government Option 2, 3, 4, 5, 6, and 7) at the unit prices bid according to the following schedule:

Schedules C, D, E, F, G, and H (Government Option 2, 3, 4, 5, 6, and 7): No later than 260 calendar days after the Effective Notice to Proceed for Schedule A (Base Contract) and Schedule B (Government Option 1).

COMPLETION OF WORK

If the Government awards the contract as Schedules A + B + C +D + E + F + G + H all at the same time, the performance period to complete all contract work will be 425 calendar days.

If the Government awards the contract as Schedule A plus a combination of one or more of the Government Options, the performance period of the contract will be the total time of the individual performance periods of each awarded schedule as specified below. For example, if Schedules A + B are awarded, the performance period of the contract will be 425 calendar days (A + B).

Schedule A: 295 calendar days Schedule B: 130 calendar days Schedule C+D+E+F+G+H: 165 calendar days

If any of the remaining Government Options are exercised after the award of the original contract, the number of calendar days specified above will become the performance period for that Government Option and will be added to the performance period of the original contract.

In developing a construction schedule to determine the number of calendar days, the Government considered and included the work limitations shown in Sections 108 and 156 of the FP and Special Contract Requirements (SCR’s). Specific work limitations may be (but are not limited to): National legal holidays, weekends, rush hours, night work, specified no work periods, work or traffic control phasing, etc. The Government also considered those work items that are weather sensitive and when those work items will be performed. Specific work items are (but not limited to): those that require a minimum ambient air temperature (asphalt paving and surface treatment, pavement striping, stone masonry, etc); those that require maintaining a minimum surface temperature (concrete pavement, structural concrete, painting, etc); and those that have specific planting seasons (turf establishment, sod, trees, plants, etc). The Government also considered time required for preparing material and drawing submittals, and the allowable Government review times for those submittals (Subsection 104.03 of the FP and SCR’s).

Bidders are to assume that the award of the contract and approval of the Contractor’s Performance and Payment Bonds (see Block 12a of the SF-1442 and FAR Clause 52.228-

15) may result in the start of construction activities to be no earlier than January 2021. See Subsection 108.01 of the SCR’s for additional details.

BASIS FOR AWARD

The contract will be awarded to the responsive, responsible bidder with the lowest Evaluation Total Price of Project, which is defined as:

Schedule A (Base Contract) Bid Total + Schedule B (Government Option 1) Bid Total + Schedule C (Government Option 2) Bid Total + Schedule D (Government Option 3) Bid Total + Schedule E (Government Option 4) Bid Total + Schedule F (Government Option 5) Bid Total + Schedule G (Government Option 6) Bid Total + Schedule H (Government Option 7) Bid Total.

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 15702-4000 SOIL EROSION CONTROL, FILTER BAG

ALL LPSM $___LPSM_____ $____________

A0100 15705-0100 SOIL EROSION CONTROL, SILT FENCE

285 LNFT $____________ $____________

A0120 15705-2000 SOIL EROSION CONTROL, FLOATING TURBIDITY CURTAIN

525 LNFT $____________ $____________

A0140 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

2 EACH $____________ $____________

A0160 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0180 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (JACKS FORK

ABUTMENTS)

ALL LPSM $___LPSM_____ $____________

A0200 20403-0000 UNCLASSIFIED BORROW

250 CUYD $____________ $____________

A0220 20801-0000 STRUCTURE EXCAVATION

100 CUYD $____________ $____________

A0240 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

2,450 CUYD $____________ $____________

A0260 30202-1000 ROADWAY AGGREGATE, METHOD 1

50 TON $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:MO ERFO NPS OZAR 2017-1(1) & MO ERFO NPS OZAR 2017-1(3)

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 2

A0280 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

650 SQYD $____________ $____________

A0300 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

43 CUYD $____________ $____________

A0320 55401-1000 REINFORCING STEEL

15,200 LB $____________ $____________

A0340 55504-0000 PRE-FABRICATED STEEL BRIDGE

ALL LPSM $___LPSM_____ $____________

A0360 56501-0400 DRILLED SHAFT, 36-INCH DIAMETER

84 LNFT $____________ $____________

A0380 56501-0600 DRILLED SHAFT, 48-INCH DIAMETER

93 LNFT $____________ $____________

A0400 62502-0000 TURF ESTABLISHMENT

650 SQYD $____________ $____________

A0420 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

150 SQYD $____________ $____________

A0440 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

A0460 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

60 LNFT $____________ $____________

A0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

165 SQFT $____________ $____________

A0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

385 HOUR $____________ $____________

A0520 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 3

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:A Schedule Type:Base

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 4

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

50 LNFT $____________ $____________

B0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

30 LNFT $____________ $____________

B0120 15706-1600 SOIL EROSION CONTROL, STABILIZED CONSTRUCTION EXIT

1 EACH $____________ $____________

B0140 20103-0000 CLEARING AND GRUBBING

140 SQYD $____________ $____________

B0160 20403-0000 UNCLASSIFIED BORROW

26 CUYD $____________ $____________

B0180 20421-0000 ROCK EXCAVATION

14 CUYD $____________ $____________

B0200 20801-0000 STRUCTURE EXCAVATION

64 CUYD $____________ $____________

B0220 20811-0000 SHORING AND BRACING

80 SQFT $____________ $____________

B0240 30202-1000 ROADWAY AGGREGATE, METHOD 1

10 TON $____________ $____________

B0260 30210-0000 BEDDING AND BACKFILL AGGREGATE (#57 STONE)

13 CUYD $____________ $____________

B0280 31302-0200 AGGREGATE-TOPSOIL COURSE, 2-INCH DEPTH

55 SQYD $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 5

B0300 55201-0200 STRUCTURAL CONCRETE, CLASS A (AE)

32 CUYD $____________ $____________

B0320 55235-0000 EXPANSION JOINTS

7 LNFT $____________ $____________

B0340 55401-2000 REINFORCING STEEL, EPOXY COATED

3,900 LB $____________ $____________

B0360 55502-0000 STRUCTURAL STEEL, FURNISHED, FABRICATED, AND ERECTED

10,400 LB $____________ $____________

B0380 55601-1300 BRIDGE RAILING, TIMBER

140 LNFT $____________ $____________

B0400 55701-2000 STRUCTURAL TIMBER AND LUMBER, TREATED

2 MFBM $____________ $____________

001 B0420 55706-1000 STRUCTURAL TIMBER AND LUMBER, UNTREATED (LOG FASCIA)

ALL LPSM $___LPSM_____ $____________

001 B0421 55706-2000 STRUCTURAL TIMBER AND LUMBER, TREATED (LOG FASCIA)

ALL LPSM $___LPSM_____ $____________

B0440 56401-1000 BEARING DEVICE, ELASTOMERIC

4 EACH $____________ $____________

B0460 62502-0000 TURF ESTABLISHMENT

55 SQYD $____________ $____________

B0480 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

60 LNFT $____________ $____________

B0500 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

125 SQFT $____________ $____________

B0520 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 6

Bid Schedule Schedule:B Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 7

C0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

C0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

C0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

C0080 20301-3400 REMOVAL OF WHEELSTOP

4 EACH $____________ $____________

C0100 20303-2000 REMOVAL OF PAVEMENT, ASPHALT, 4-INCH DEPTH

100 SQYD $____________ $____________

C0120 20401-0000 ROADWAY EXCAVATION

20 CUYD $____________ $____________

C0140 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

100 SQYD $____________ $____________

C0160 30201-2000 ROADWAY AGGREGATE, METHOD 2

35 CUYD $____________ $____________

C0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

25 TON $____________ $____________

C0200 60915-1000 WHEELSTOP, CONCRETE

4 EACH $____________ $____________

C0220 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

110 LNFT $____________ $____________

C0240 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

25 LNFT $____________ $____________

C0260 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

45 SQFT $____________ $____________

C0280 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 8

Bid Schedule Schedule:C Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 9

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

120 LNFT $____________ $____________

D0100 20303-0000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (GABIONS)

50 SQYD $____________ $____________

D0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

110 SQYD $____________ $____________

D0140 25302-1000 GABIONS, GALVANIZED OR ALUMINIZED COATED

30 CUYD $____________ $____________

D0160 30202-1000 ROADWAY AGGREGATE, METHOD 1

17 TON $____________ $____________

D0180 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

15 LNFT $____________ $____________

D0200 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

20 SQFT $____________ $____________

D0220 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 10

E0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

E0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

E0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

E0080 20101-0000 CLEARING AND GRUBBING

0.8 ACRE $____________ $____________

E0100 30202-1000 ROADWAY AGGREGATE, METHOD 1

1,000 TON $____________ $____________

E0120 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

40 LNFT $____________ $____________

E0140 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

65 SQFT $____________ $____________

E0160 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:E Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 11

F0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

F0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

F0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

F0080 15705-0100 SOIL EROSION CONTROL, SILT FENCE

45 LNFT $____________ $____________

F0100 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

160 LNFT $____________ $____________

F0120 20401-0000 ROADWAY EXCAVATION

90 CUYD $____________ $____________

F0140 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

320 SQYD $____________ $____________

F0160 25101-0300 PLACED RIPRAP, METHOD A, CLASS 3

8 CUYD $____________ $____________

F0180 30201-2000 ROADWAY AGGREGATE, METHOD 2

100 CUYD $____________ $____________

F0200 30302-1000 DITCH RECONDITIONING

850 LNFT $____________ $____________

F0220 30302-2000 SHOULDER RECONDITIONING

270 LNFT $____________ $____________

F0240 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

330 SQYD $____________ $____________

F0260 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

70 TON $____________ $____________

F0280 62502-0000 TURF ESTABLISHMENT

155 SQYD $____________ $____________

Bid Schedule Schedule:F Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 12

F0300 63401-0100 PAVEMENT MARKINGS, TYPE A, SOLID

200 LNFT $____________ $____________

F0320 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

F0340 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

75 LNFT $____________ $____________

F0360 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

275 SQFT $____________ $____________

F0380 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

150 HOUR $____________ $____________

F0400 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:F Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 13

G0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

G0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

G0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

G0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

220 LNFT $____________ $____________

G0100 20401-0000 ROADWAY EXCAVATION

230 CUYD $____________ $____________

G0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

800 SQYD $____________ $____________

G0140 30201-2000 ROADWAY AGGREGATE, METHOD 2

285 CUYD $____________ $____________

G0160 30302-2000 SHOULDER RECONDITIONING

75 LNFT $____________ $____________

G0180 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

45 SQYD $____________ $____________

G0200 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

185 TON $____________ $____________

G0220 62502-0000 TURF ESTABLISHMENT

45 SQYD $____________ $____________

G0240 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

15 EACH $____________ $____________

G0260 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

75 LNFT $____________ $____________

G0280 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

140 SQFT $____________ $____________

Bid Schedule Schedule:G Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 14

G0300 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:G Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 15

H0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

H0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

H0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

H0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

800 LNFT $____________ $____________

H0100 20401-0000 ROADWAY EXCAVATION

250 CUYD $____________ $____________

H0120 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

925 SQYD $____________ $____________

H0140 30202-1000 ROADWAY AGGREGATE, METHOD 1

265 TON $____________ $____________

H0160 31302-0400 AGGREGATE-TOPSOIL COURSE, 4-INCH DEPTH

300 SQYD $____________ $____________

H0180 40301-0100 ASPHALT CONCRETE PAVEMENT, TYPE 1

150 TON $____________ $____________

H0200 55220-0000 REPAIR CONCRETE

15 SQYD $____________ $____________

H0220 60101-0000 CONCRETE (CCS)

10 CUYD $____________ $____________

H0240 62502-0000 TURF ESTABLISHMENT

300 SQYD $____________ $____________

H0260 62903-0000 CELLULAR CONFINEMENT SYSTEM

550 SQYD $____________ $____________

H0280 62910-1000 CELLULAR CONFINEMENT SYSTEM BACKFILL, GRANULAR (#57 STONE)

1,300 CUYD $____________ $____________

Bid Schedule Schedule:H Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 16

H0300 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

20 LNFT $____________ $____________

H0320 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

10 SQFT $____________ $____________

H0340 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:H Schedule Type:Options

Project Name:Reconstruction and Rehabilitation of Damaged Areas due to Extensive Flooding in April 2017

B - 17

BID SUMMARY

Project NP-GRSM 14(3), 112(1), ETC.

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

(2) Schedule B (Government Option 1) Bid Total (from Page B-4 thru B-6) = (2) $________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-7 thru B-8) = (3) $________________

(4) Schedule D (Government Option 3) Bid Total (Page B-9) = (4) $________________

(5) Schedule E (Government Option 4) Bid Total (Page B-10) = (5) $________________

(6) Schedule F (Government Option 5) Bid Total (from Page B-11 thru B-12) = (6) $________________

(7) Schedule G (Government Option 6) Bid Total (from Page B-13 thru B-14) = (7) $_______________

(8) Schedule H (Government Option 7) Bid Total (from Page B-15 thru B-16) = (8) $_______________

Total Price of Project (for evaluation purposes only)

EVALUATION TOTAL PRICE OF PROJECT = (1)+(2)+(3)+(4)+(5)+(6)+(7)+(8) $________________

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

If the Government awards the contract as Schedules A + B + C + D + E + F + G + H, the performance period to complete all contract work will be 425 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 295 calendar days and will start on the effective date of Schedule A’s Notice to Proceed.

If Schedules B (Government Option 1) is exercised with the award of the original contract, the performance period to complete all Schedules A + B work will be 425 calendar days and will start on the effective date of Schedules A’s Notice to Proceed.

If Schedules C, D, E, F, G, or H (Government Options 2, 3, 4, 5, 6, or 7) are exercised after the award of the original contract, the performance period to complete all Schedules C, D, E, F, G, and H work will be 165 calendar days and will start on the effective date of Schedules C through H’s Notice to Proceed.

R26

M

P R

O J E

C T

S o z a r M

O E

R F

O

N P

S

O Z

A R -1 (1

B r id g e M ic r o s ta ti o n B r id g e

D e s ig n

F il e s A m e n d m e n t 1\ P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-O c t-

:3

P

M

TYPICAL SECTION

6'-0"

6'-8"

CL Boardwalk

Log fascia

TYPICAL SECTION

(Typ.)

Diaphragm

C15 x 40

(Typ.)

W21 x 73

" = 1'-0"2

(Typ.)

head lag bolt

" Hex 2 1"x22

Notes:

2"

" Ø hole16

2"

A

A

B B

DETAIL A VIEW A-A

Detail A

VIEW B-B

"2 screws " Deck2 s c r e w s

D e c k

(Typ.)

Angle2 1L3x2x rail cap (Typ.)

2"x 8" Timber timbers (Typ.)

2" x 2" Diagonal rail (Typ.)

2" x 4" Timber post (Typ.)

4" x 4" Timber pickets (Typ.)

2" x 2"Timber curb (Typ.)

4" x 6" Timber nailer (Typ.)

3" x 10" Timber deck

3" x 6" Timber

(Typ.)

Timber blocking

4" x 16" timber deck

Top of 3" x 6" nailer (Typ.)

3" x 10" Timber

(Typ.)

Scupper block

4" x 6" nailer

3" x 10" Timber deck

3" x 6" Timber timber deck

Top of 3" x 6" nailer (Typ.)

3" x 10" Timber recessed head (Typ.)

nut and washer with

1"Ø x 16" carriage bolt, according to Section 555

Waterproofing membrane inch.2 1the bottom of the beam more than fascia to completely cover the beam, and not extend below segments with the gap at the steel web stiffener. Install log

-inch maximum gap between segments. Do not install 8 1a

Install log fascia over a minimum of three sets of bolts, with branches trimmed to within 1 inch of the trunk for log fascia.

structural grade, with the bark removed, and protruding

Furnish pressure treated Southern Yellow Pine, of any 3.

length between beam stiffeners.

Timber blocking between beam and log fascia to run full 2.

and on 2-foot maximum spacing along beam.

Install two L3x2x1/2 hold down angles at each end of beam, 1.

1 10/28/20 CWN Added notes for log fascia

A C

T U

A L F I L E A

M E

N D

R M

O E

R F

O N

P S O

Z A

R

T

Y P X

S .D

G

N NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

80108 MO

OZAR 2017-1(1)

MO ERFO NPS

310826

250992

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

RE CV

DRAWN BY

Christopher NegleyJEG of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-128634

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

OZARK NATIONAL SCENIC RIVERWAYS

ALLEY SPRING TRAIL FOOT BRIDGE

June 2020

Questions / Clarifications

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

Questions can be submitted at any time, but questions submitted within 7 days of the bid opening may not be answered in time for the bidder to properly incorporate the responses into their bids.

The following questions and issues were submitted via email. 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. Clarification regarding the specified Color Treatment per 725.19 is needed. It is our understanding that the bridges would need to be galvanized, then sent to Natina in Arizona for coating, and then shipped back to our facility for installation of the decking? If so, we’re wondering if you’d like an alternate price for weathered steel or painted.

Response: Natina color treatment is required, weathering steel or painted steel will not be accepted.

2. Would it be acceptable to construct the drilled piers or drilled shafts in accordance with MoDOT standard design which is compatible to the geographic features of the area? Will it be acceptable to install oversized (app. 6” larger than rock socket) casing to rock in order to allow rock removal tooling to access the rock socket? Will it be acceptable to use permanent casing to an elevation above mean water level? If not, will it be acceptable to utilize oversized permanent casing to ground level?

Response: Provide bids based on the project as currently advertised, changes may be considered on a case-by-case basis after award.

3. Bridge plan sheet 1 of 34 for the Jacks Fork Pedestrian Bridge General Notes under Construction states that “The remaining portion of the concrete stub abutments and the H-pile foundation may require removal prior to construction the proposed drilled shaft foundations.”

The Bridge Inspection Report does not show any details for these abutments. What does the concrete portion of the abutments look like? How much concrete and reinforcing steel may have to be removed? How many H-piles are under the abutments? What size are the piling? How long are the piling? Are these pilings founded in rock? Without more information, it is impossible for a contractor to give a firm estimate of the cost of the removals which “may have to be done”. Please furnish this information.

Response: Design drawings of the previous Jacks Fork Pedestrian Bridge are provided as part of Amendment 1.

4. Bid Item No. B0420 Structural Timber and Lumber, Untreated is to meet Specification

716.01. This Specification states “Furnish an inspection certification from an Agency accredited by the American Lumber Standards Committee for the species and grade.” No species or grade is given anywhere I have found. The details appear to show a ½ section of tree trunk. If this is correct, it appears that more detail is needed. What species, what grade, can the segment be trimmed to fit the space between the beam flanges. Trees are not constant diameter so what tolerances for width variation are allowable? Is the bark to be left on the segment? How closely trimmed do any protruding branches need to be? If this segment is actually a ½ sawn tree trunk, I am not sure that this lumber can be obtained with the required inspection and grade.

Response: Bid item updated, and information covering species, grade, fitting, bark, trimming are provided on sheet R26 of Amendment 1.

5. On Plan sheet 26 of 34 Typical Section of the Alley Spring Trail Foot Bridge is the 4”x16” Blocking continuous or only at bolt locations? What is the allowable gap between the fascia sections? Is there a maximum and or minimum length for the fascia segments? I assume there should be some allowance made for deflections that will occur during erection.

Response: The 4”x16” blocking is full length of the bridge as stated on Note 2 of sheet R26.

Information on log fascia is provided on sheet R26 of Amendment 1.

robert.b.ellena Text Box

FOR INFORMATION ONLY

robert.b.ellena Text Box

NOTES:

1. A previous project removed the original stairs and replaced them with an addition span and a stub abutment at the north end.

2. The superstructure, piers and pier foundations have recently been removed. The abutments have been removed to approximately 24" below ground.

FOR INFORMATION ONLY

robert.b.ellena Text Box

NOTES:

1. Abutment No. 2 expected to be similar to Abutment No. 1.

FOR INFORMATION ONLY

E-1

FEDERAL ACQUISITION REGULATION &

TRANSPORTATION ACQUISITION REGULATION PROVISIONS

INSTRUCTIONS TO BIDDERS

(Updated through FAC 2021-01)

52.211-4 AVAILABILITY FOR EXAMINATION OF

SPECIFICATIONS NOT LISTED IN THE GSA

INDEX OF FEDERAL SPECIFICATIONS,

STANDARDS AND COMMERCIAL ITEM

DESCRIPTIONS (Jun 1988) The specifications cited in this solicitation are not available for distribution. However, they may be examined at the following location(s):

All documents are available for direct download from the following website: https://beta.sam.gov/.

(End of Provision)

52.216-1 TYPE OF CONTRACT (Apr 1984)

The Government contemplates award of a firm-fixed-price contract resulting from this solicitation.

52.228-1 -- Bid Guarantee (Sep 1996)

(a) Failure to furnish a bid guarantee in the proper form and amount, by the time set for opening of bids, may be cause for rejection of the bid.

(b) The bidder shall furnish a bid guarantee in the form of a firm commitment, e.g., bid bond supported by good and sufficient surety or sureties acceptable to the Government, postal money order, certified check, cashier’s check, irrevocable letter of credit, or, under Treasury Department regulations, certain bonds or notes of the United States. The Contracting Officer will return bid guarantees, other than bid bonds --

(1) To unsuccessful bidders as soon as practicable after the opening of bids; and

(2) To the successful bidder upon execution of contractual documents and bonds (including any necessary coinsurance or reinsurance agreements), as required by the bid as accepted.

(c) The amount of the bid guarantee shall be 20 percent of the bid price or $3,000,000.00, whichever is less.

(d) If the successful bidder, upon acceptance of its bid by the Government within the period specified for acceptance, fails to execute all contractual documents or furnish executed bond(s) within 10 days after receipt of the forms by the bidder, the Contracting Officer may terminate the contract for default.

(e) In the event the contract is terminated for default, the bidder is liable for any cost of acquiring the work that exceeds the amount of its bid, and the bid guarantee is available to offset the difference. (End of Provision)

52.233-2 SERVICE OF PROTEST (Sep 2006)

a) Protests, as defined in section 33.101 of the Federal Acquisition Regulation, that are filed directly with an agency, and copies of any protests that are filed with the Government

Accountability Office (GAO), shall be served on the Contracting Officer (addressed as follows) by obtaining written and dated acknowledgment of receipt from

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

QUANTUM PARK

22001 LOUDOUN COUNTY PARKWAY

SUITE E2-3-300

ASHBURN, VA 20147

(b) The copy of any protest shall be received in the office designated above within one day of filing a protest with the

GAO.

(End of Provision)

52.236-27 Site Visit (Construction) (Feb 1995)

(a) The clauses at 52.236-2, Differing Site Conditions, and 52.236-3, Site Investigations and Conditions Affecting the Work, will be included in any contract awarded as a result of this solicitation. Accordingly, offerors or quoters are urged and expected to inspect the site where the work will be performed.

(b) Site visits may be arranged during normal duty hours by contacting:

Name: Richard Halbert, Chief of Maintenance

Address: Ozark National Scenic Riverways 404 Watercress Drive

Van Buren, MO 63965

Telephone: (573) 323-4913 Email: Richard_Balbert@nps.gov

Site visit point of contact is not available for answering any questions.

Please send all questions concerning construction projects to eflhd.contracts@dot.gov. Include the solicitation number, project name, number, requesting firm, address, a point of contact and telephone number.

(End of Section E) https://beta.sam.gov/ mailto:eflhd.contracts@dot.gov