Amendment 0002 - NP-GUIS 15(3).pdf

(x)

693C7321B000014 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 1407/07/20210002

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

05/06/2021

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

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

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

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

ORDER NO. IN ITEM 10A.

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

Project NP-GUIS 15(3):

The purpose of this Amendment is to:

1) Remove the bridge rail from Pabst Road Bridge.

2) Provide revised B pages to reflect the revised quantities for Schedule D pay items

20302-0150, 55601-1300, and 61707-0000.

3) Add railroad right-of-way information to the plans.

4) Reschedule the bid opening date to July 22, 2021 at 2:00 P.M. EST.

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 No. 0002

Info Page 1 of 1

U.S. DEPARTMENT OF TRANSPORTATION

FEDERAL HIGHWAY ADMINISTRATION

EASTERN FEDERAL LANDS HIGHWAY DIVISION

Amendment No. 0002

NP-GUIS 15(3)

Gulf Islands National Seashore Reconstruction of the Entrance of Park Road and Construction of Paved Shoulders

Solicitation: 693C73-21-B-00014

The purpose of this Amendment is to:

1) Remove the bridge rail from Pabst Road Bridge.

2) Provide revised B pages to reflect the revised quantities for Schedule D pay items 20302-

0150, 55601-1300, and 61707-0000.

3) Add railroad right-of-way information to the plans.

4) Reschedule the bid opening date to July 22, 2021 at 2:00 P.M. EST.

Solicitation B Pages changes Revised quantities for Schedule D pay items 20302-0150, 55601-1300, and 61707-0000.

Plan Sheet changes Revised plan sheets A02, A03, C04, D05, D11, M01, M06, M12, R01, R02, R04, R05, and R06.

BID SCHEDULE INSTRUCTIONS

PROJECT: NP-GUIS 15(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 - $ .

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-4 Schedule B (Government Option 1) - Pages B-5 thru B-7 Schedule C (Government Option 2) - Pages B-8 thru B-10 Schedule D (Government Option 3) - Pages B-11 thru B-12

The Government will award the project as a Base Contract (Schedule A) with the option to award Schedules B, C, and D (Government Options 1, 2, and 3); 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, C, or D (Government Options 1, 2, or

3) at that time. If additional funding is required for the award of Schedules B, C, or D (Government Options 1, 2, or 3), and is received after the award of Schedule A (Base Contract), the Government has the right to exercise Schedules B, C, and D (Government Options 1, 2, and 3) at the unit prices bid no later than the completion date of Schedule A.

COMPLETION OF WORK

If the Government awards the contract as Schedules A + B + C + D all at the same time, the performance period to complete all contract work will be 204 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 + C are awarded, the performance period of the contract will be 185 calendar days (71+74+40).

Schedule A: 71 calendar days Schedule B: 74 calendar days Schedule C: 40 calendar days Schedule D: 87 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 July, 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.

B - 1

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,360 LNFT $____________ $____________

A0100 15706-0200 SOIL EROSION CONTROL, CHECK DAM

2 EACH $____________ $____________

A0120 15720-0000 STORM WATER POLLUTION PREVENTION PLAN

ALL LPSM $___LPSM_____ $____________

A0140 20101-0000 CLEARING AND GRUBBING

2.30 ACRE $____________ $____________

A0160 20202-0000 SELECTIVE CLEARING

1,390 SQYD $____________ $____________

A0180 20220-1000 REMOVAL, INDIVIDUAL TREE

3 EACH $____________ $____________

A0200 20301-1400 REMOVAL OF INLET

2 EACH $____________ $____________

A0220 20301-2000 REMOVAL OF PIPE END SECTION

1 EACH $____________ $____________

A0240 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

A0260 20302-2100 REMOVAL OF PIPE CULVERT

80 LNFT $____________ $____________

A0280 20302-2200 REMOVAL OF SEWERLINE

15 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

Project No:NP-GUIS 15(3)

Project Name:Reconstruction and new shoulder construction on Park Road

B - 2

A0300 20302-2300 REMOVAL OF WATERLINE

30 LNFT $____________ $____________

A0320 20304-1000 REMOVAL OF STRUCTURES AND OBSTRUCTIONS (TRAFFIC COUNTER BOX)

ALL LPSM $___LPSM_____ $____________

A0340 20401-0000 ROADWAY EXCAVATION

3,740 CUYD $____________ $____________

A0360 20425-1000 DITCH, EXCAVATION

65 LNFT $____________ $____________

A0380 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

50 TON $____________ $____________

A0400 30101-4000 AGGREGATE BASE GRADING C OR D

1,690 TON $____________ $____________

A0420 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

1,030 TON $____________ $____________

A0440 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

18 TON $____________ $____________

A0460 41102-1000 PRIME COAT, METHOD 1

5,370 SQYD $____________ $____________

A0480 41202-0000 TACK COAT

515 GAL $____________ $____________

A0500 60201-0500 15-INCH PIPE CULVERT

60 LNFT $____________ $____________

A0520 60201-0600 18-INCH PIPE CULVERT

17 LNFT $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 3

A0540 60201-0900 30-INCH PIPE CULVERT

8 LNFT $____________ $____________

A0560 60202-0200 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL PIPE CULVERT

(USE ELLIPTICAL)

60 LNFT $____________ $____________

A0580 60210-0500 END SECTION FOR 15-INCH PIPE CULVERT

2 EACH $____________ $____________

A0600 60210-0600 END SECTION FOR 18-INCH PIPE CULVERT

4 EACH $____________ $____________

A0620 60210-0900 END SECTION FOR 30-INCH PIPE CULVERT

1 EACH $____________ $____________

A0640 60211-0600 END SECTION FOR 18-INCH EQUIVALENT DIAMETER ARCH OR ELLIPTICAL

PIPE CULVERT (USE ELLIPTICAL)

2 EACH $____________ $____________

A0660 60403-2200 INLET, FLH TYPE 7A

1 EACH $____________ $____________

A0680 61102-2950 6-INCH WATERLINE, POLYVINYL CHLORIDE (PVC)

40 LNFT $____________ $____________

A0700 61108-4000 ADJUST VALVE BOX (WATER)

2 EACH $____________ $____________

A0720 61202-0400 6-INCH SEWER LINE, PLASTIC

20 LNFT $____________ $____________

A0740 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.5 ACRE $____________ $____________

A0760 62501-0000 TURF ESTABLISHMENT

2.5 ACRE $____________ $____________

A0780 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

8,620 SQYD $____________ $____________

Bid Schedule Schedule:A Schedule Type:Base

B - 4

A0800 62901-1200 ROLLED EROSION CONTROL PRODUCT, TYPE 5.A (DITCH LINING)

3,420 SQYD $____________ $____________

A0820 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

11 SQFT $____________ $____________

A0840 63316-1000 REMOVE AND RESET SIGN

11 EACH $____________ $____________

A0860 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

9,730 LNFT $____________ $____________

A0880 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

75 EACH $____________ $____________

A0900 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

4 EACH $____________ $____________

A0920 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

A0940 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

80 LNFT $____________ $____________

A0960 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

130 SQFT $____________ $____________

A0980 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

540 HOUR $____23.40________ $_12,636___________

A1000 63701-0000 FIELD OFFICE

1 EACH $____________ $____________

A1020 64620-1000 REMOVE AND RESET HISTORIC MARKER

1 EACH $____________ $____________

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

8,720 LNFT $____________ $____________

B0100 20101-0000 CLEARING AND GRUBBING

2.65 ACRE $____________ $____________

B0120 20220-1000 REMOVAL, INDIVIDUAL TREE

2 EACH $____________ $____________

B0140 20301-2400 REMOVAL OF SIGN

4 EACH $____________ $____________

B0160 20302-2600 REMOVAL OF PAVEMENT MARKINGS

1,320 LNFT $____________ $____________

B0180 20401-0000 ROADWAY EXCAVATION

6,680 CUYD $____________ $____________

B0200 20410-0000 SELECT BORROW

4,350 CUYD $____________ $____________

B0220 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

4,170 SQYD $____________ $____________

B0240 20703-0000 GEOGRID (TYPE IV)

11,900 SQYD $____________ $____________

B0260 25102-0200 PLACED RIPRAP, METHOD A, CLASS 2

14 TON $____________ $____________

B0280 30101-4000 AGGREGATE BASE GRADING C OR D

2,380 TON $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 6

B0300 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

1,310 TON $____________ $____________

B0320 41102-1000 PRIME COAT, METHOD 1

7,550 SQYD $____________ $____________

B0340 41202-0000 TACK COAT

655 GAL $____________ $____________

B0360 60412-1000 REMOVE AND RESET METAL FRAME AND GRATE

8 EACH $____________ $____________

B0380 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

2.8 ACRE $____________ $____________

B0400 62501-0000 TURF ESTABLISHMENT

2.8 ACRE $____________ $____________

B0420 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

10,300 SQYD $____________ $____________

B0440 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

2,320 SQYD $____________ $____________

B0460 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

16 SQFT $____________ $____________

B0480 63316-1000 REMOVE AND RESET SIGN

7 EACH $____________ $____________

B0500 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

14,900 LNFT $____________ $____________

B0520 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

110 EACH $____________ $____________

B0540 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

Bid Schedule Schedule:B Schedule Type:Options

B - 7

B0560 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

B0580 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

B0600 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

470 SQFT $____________ $____________

B0620 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

544 HOUR $_____23.40_______ $_12,729.60___________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:B Schedule Type:Options

B - 8

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 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

2,230 LNFT $____________ $____________

C0100 20101-0000 CLEARING AND GRUBBING

0.65 ACRE $____________ $____________

C0120 20220-1000 REMOVAL, INDIVIDUAL TREE

50 EACH $____________ $____________

C0140 20302-2600 REMOVAL OF PAVEMENT MARKINGS

110 LNFT $____________ $____________

C0160 20401-0000 ROADWAY EXCAVATION

1,790 CUYD $____________ $____________

C0180 20410-0000 SELECT BORROW

780 CUYD $____________ $____________

C0200 20701-1000 SEPARATION-STABILIZATION GEOTEXTILE, CLASS 2, TYPE E

800 SQYD $____________ $____________

C0220 20703-0000 GEOGRID (TYPE IV)

2,290 SQYD $____________ $____________

C0240 30101-4000 AGGREGATE BASE GRADING C OR D

710 TON $____________ $____________

C0260 40101-0200 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/8-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

285 TON $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 9

C0280 40101-1000 ASPHALT CONCRETE PAVEMENT, GYRATORY MIX, 3/4-INCH NOMINAL

MAXIMUM SIZE AGGREGATE, 0.3 TO <3 MILLION ESAL (ASPHALT BINDER

PG 67-22 OR PG 70-22)

230 TON $____________ $____________

C0300 41102-1000 PRIME COAT, METHOD 1

2,250 SQYD $____________ $____________

C0320 41202-0000 TACK COAT

195 GAL $____________ $____________

C0340 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

0.75 ACRE $____________ $____________

C0360 62501-0000 TURF ESTABLISHMENT

0.75 ACRE $____________ $____________

C0380 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

3,020 SQYD $____________ $____________

C0400 62901-1100 ROLLED EROSION CONTROL PRODUCT, TYPE 4

460 SQYD $____________ $____________

C0420 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

6 SQFT $____________ $____________

C0440 63316-1000 REMOVE AND RESET SIGN

2 EACH $____________ $____________

C0460 63401-1500 PAVEMENT MARKINGS, TYPE H, SOLID

3,010 LNFT $____________ $____________

C0480 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

40 EACH $____________ $____________

C0500 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

C0520 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

Bid Schedule Schedule:C Schedule Type:Options

B - 10

C0540 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

C0560 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

380 SQFT $____________ $____________

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:C Schedule Type:Options

B - 11

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

D0020 15101-0000 MOBILIZATION

ALL LPSM $___LPSM_____ $____________

0002 D0040 15201-0000 CONSTRUCTION SURVEY AND STAKING

ALL LPSM $___LPSM_____ $____________

0002 D0060 15401-0000 CONTRACTOR TESTING

ALL LPSM $___LPSM_____ $____________

D0080 15705-1400 SOIL EROSION CONTROL, FIBER ROLL

5,850 LNFT $____________ $____________

D0100 20101-0000 CLEARING AND GRUBBING

0.70 ACRE $____________ $____________

D0120 20301-2400 REMOVAL OF SIGN

3 EACH $____________ $____________

0002 D0140 20302-0150 REMOVAL OF BRIDGE RAILING

310 LNFT $____________ $____________

D0160 20302-1400 REMOVAL OF GUARDRAIL, TIMBER

5,480 LNFT $____________ $____________

D0180 20403-0000 UNCLASSIFIED BORROW

200 CUYD $____________ $____________

D0200 20420-0000 EMBANKMENT CONSTRUCTION

200 CUYD $____________ $____________

0002 D0220 55601-1300 BRIDGE RAILING, TIMBER

310 LNFT $____________ $____________

0002 D0240 61701-4000 GUARDRAIL SYSTEM SBTB

4,800 LNFT $____________ $____________

0002 D0260 61702-1400 TERMINAL SECTION, TYPE SBT TANGENT

12 EACH $____________ $____________

0002 D0280 61707-0000 STRUCTURE TRANSITION RAILING

85 LNFT $____________ $____________

Bid Schedule Schedule:D Schedule Type:Options

B - 12

D0300 62402-0200 FURNISHING AND PLACING TOPSOIL, 3-INCH DEPTH

1.30 ACRE $____________ $____________

D0320 62501-0000 TURF ESTABLISHMENT

1.3 ACRE $____________ $____________

D0340 62901-0800 ROLLED EROSION CONTROL PRODUCT, TYPE 2.D

705 SQYD $____________ $____________

D0360 63304-0900 SIGNS, ALUMINUM PANELS, TYPE 3 SHEETING (WOOD POSTS)

21 SQFT $____________ $____________

D0380 63316-1000 REMOVE AND RESET SIGN

8 EACH $____________ $____________

D0400 63502-1300 TEMPORARY TRAFFIC CONTROL, DRUM

110 EACH $____________ $____________

D0420 63502-1500 TEMPORARY TRAFFIC CONTROL, WARNING LIGHT TYPE A

6 EACH $____________ $____________

D0440 63502-2000 TEMPORARY TRAFFIC CONTROL, PORTABLE CHANGEABLE MESSAGE SIGN

2 EACH $____________ $____________

D0460 63503-0300 TEMPORARY TRAFFIC CONTROL, BARRICADE TYPE 3

220 LNFT $____________ $____________

D0480 63504-1000 TEMPORARY TRAFFIC CONTROL, CONSTRUCTION SIGN

470 SQFT $____________ $____________

D0500 63506-0500 TEMPORARY TRAFFIC CONTROL, FLAGGER

470 HOUR $_23.40_______ $10,998.00____

Submitted by:____________________________________ Schedule Total:____________

Bid Schedule Schedule:D Schedule Type:Options

B - 13

BID SUMMARY

Project NP-GUIS 15(3)

(1) Schedule A (Base Contract) Bid Total (from Page B-4) = (1) $____________________

(2) Schedule B (Government Option 1) Bid Total (from Page B-7) = (2) $____________________

(3) Schedule C (Government Option 2) Bid Total (from Page B-10) = (3) $____________________

(4) Schedule D (Government Option 3) Bid Total (from Page B-12) = (4) $____________________

Total Price of Project (for evaluation purposes only)

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

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, the performance period to complete all contract work will be 204 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 71 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 74 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 40 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 87 calendar days and will start on the effective date of Schedule D’s Notice to Proceed.

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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 P

R O J E

C T

S .d g n th

GENERAL NOTES AND INDEX

Field verify all dimensions.

Standard Specifications for Construction of Roads and Bridges on Federal Highway Projects, FP-14.

Construction:

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

GENERAL NOTES:

Design:

AASHTO LRFD Bridge Design Specifications, 8 Edition, 2017

SPECIFICATIONS:

A C

T U

A L F I L E R

G U I S

G N .D

G N

SCOPE OF WORK:

Schedule D

Install new bridge railing at structure 5320-001P and 5320-002P.2.

Remove existing bridge railing at structure 5320-001P and 5320-002P.1.

No scale

Timber:

MATERIALS:

Furnish Southern Pine No.1.

arsenic and/or chromium compounds. Obtain all timber from a single approved source.

Use waterborne copper-based suspension containing micronized or dispersed copper that does not contain

Pressure treat all timber in accordance with the latest AWPA Standard U1. Provide use category UC4A timber.

Furnish Hollow Structural Section (HSS) conforming to ASTM A500, Grade B.

Furnish posts confroming to ASTM A992.

Structural Steel:

INDEX OF BRIDGE PLAN SHEETS

Structure Transition Railing

Bridge Railing - 2

Bridge Railing - 1

Old U.S. Route 90 Bridge - Plan

Pabst Road Bridge - Plan

General Notes and Index

SHEET NO. SHEET TITLE

1 6/24/21 OA

DELETE STRUCTURE 5320-001P

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

R02

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-J u n -2

1:

Notes:

To Park Entrance To Vistor Center

PLAN

CL CL

N

Bridge length: 210'-0"

PABST ROAD BRIDGE - PLAN

A C

T U

A L F I L E R

G U I S

P la n .D

G N

" = 1'-0"8

Schedule D Structure Number 5320-001P

215'-0" (5'-0" Max. post spacing) transition railing

Pay limit for structure

See Note 5 transition railing

Pay limit for structure

See Note 5

Abut. Pier

Construction baseline

CSX Railroad

215'-0" (Typ.)

Removal of bridge rail pay limits (See Note 1)

Pier

Bridge rail pay limits (See Note 2)

Abut.

Face of rail

Face of rail information.

5. See "STRUCTURE TRANSITION RAILING" sheet for more sheet for more information.

4. See "BRIDGE RAILING - 1" sheet and "BRIDGE RAILING - 2" right-of-way.

3. Perform all work without encroaching into CSX Railroad before ordering materials.

drawing of bridge railing layout and materials for approval

2. Submit procedure of installing bridge new railing and detail removal operations for approval.

Submit bridge railing removal plan before beginning any 1.

6/24/21 OA 1 DELETE SHEET R02

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

R04

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

PARK ROAD RECONSTRUCTION

6 December 2020

M

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

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-J u n -2

1:

Notes:

(See Note 4)

Anchor bolts

"2

Base PL 58

" x

1'-2" x 1'-23 "

See "Base Plate

Details" c u r b

E x is ti n g

Schedule D 5320-002P

5320-001P

Structure Number

SECTION A-A

Scale: 1" = 1'-0"

1'-2"

2" 2"10"

Top side

CL

Post W6 x 15

No Scale

FRONT VIEW

"2

"4

6"

L 78" x 3" SlotCL

CL

R

"4 31'-2" x 1'-2

" x 8 5Base PL

Top of base plate

SECTION VIEW

Anchor bolts

CL

1'-2"

4"6"4"Traffic side

TOP VIEW

CL

Slotted holes

" x 3"8

Post W6 x 15

(See Note 8)

5"5"4"5"

" Dia. holes8

BASE PLATE DETAILS

"4

Post W6 x 15

CL

(Typ.)

Rail splice

(Typ.)

2'-4"

5'-0" (Typ. & Max)

Post (Typ.)

5'-0" (Typ. & Max) 5'-0" (Typ. & Max)

Min

9" bridge joint

Existing CL

" = 1'-0"2 1Scale:

6" x 10" Timber rail block

4" Spacer

A

A

90° (Typ.)

projectio n (Typ.)

" Bolt4

"4 1HSS 4" x 4" x

6" x 10"

Timber rail under each hex nut (ASTM A563).

(ASTM A325, Type 1) w/ one washers

" hex bolts 8 5" dia. holes in HSS for 4

3L

" Horiz. slots in post flange and 4 1" x 14

3L

CL

CL

Grade 50)

(ASTM A572,

" 8 5Base PL

TYPICAL RAIL ELEVATION

nut and washer

(ASTM A307) w/ square neck bolts

" Dia. round head 4

E x is ti n g c u r b

BRIDGE RAILING - 1

A C

T U

A L F I L E R

G U I S

R a il D

T S .D

G N

As shown

Pay limit for structure transition railing = 21'-2" bolts

Anchor

B e n d of three posts and a maximum of eight posts per panel section.

12. Each HSS section between splices must connect to a minimum

Grade B.

11. Furnish HSS from structural steel conforming to ASTM A500,

10. Furnish post from structural steel conforming to ASTM A992.

exist.

" 16 1 9. Place epoxy mortar under base plates if gaps larger than plate as necessary to conform to curb face geometry.

8. Slope of curb may differ from what is shown. Adjust base

A572, Grade 50.

7. Furnish base plate from structural steel conforming to ASTM required test load.

provide adequate capacity if any of the tests do not meet the per 100 anchors installed). Perform corrective measure to

6. Test adhesive according to Subsection 556.03 (Test 3 anchors bond strength in tension, Nba, of 30 kips.

d. Submit selected anchor adhesive for approval with a basic

"4 3c. Minimum anchor embedment depth of 6 adhesive conforming to AASHTO M 235.

b. Embed fully threaded rods into concrete curb using anchor

a. Furnish nuts conforming to ASTM A563, Grade DH.

one hardened steel washer (ASTM F436) each.

to ASTM A193 B7 or ASTM A449 with one heavy hex nut and

" dia. anchor bolts, fully threaded rods, conforming 4 3 5. Furnish reinforcing steel in the curb before drilling.

Use nondestructive testing equipment to locate and avoid 4.

3. Galvanize all steel components conforming to AASHTO M 111.

pullout strength to the CO for approval.

locations and adhesive anchor test data to demonstrate panel lengths, splice locations, post placement, anchor bolt

Submit drawings showing Hollow Structural Section (HSS) 2.

materials.

Field verify dimensions before commencing work and ordering 1.

See "STRUCTURE TRANSITION RAILING" sheet for more information

1 6/24/21 OA DELETE STRUCTURE 5320-001P

R05

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REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-J u n -2

1:

Notes:

CL

3"

CLL 34 8" Dia. holes in HSS and 3

" dia.

predrill holes 31

" deep in timber rail for 5 " x 8" lag screws

1'-2"1'-4"1'-4"1'-2" 2'-6"2'-6"

9" 8" Dia. holes

(Typ.)

8 2" x 11 " horiz. slotted holes (Typ.)

(adjacent to rail splice only)

CL

4" Dia. holes (Typ.)

5'-0"5'-0"

CL" ( Post to end 4 of timber rail, typ.)

CLC Post

" TUBES ELEVATION4

1HSS 4" x 4" x

Scale: 1" = 1'-0"

End of timber rail

6" x 10"

Timber rail timber rail (Typ.)

" Dia holes in 8

" = 1'-0"2 1Scale:

TYPICAL RAIL ELEVATION

HSS 4" x 4" x 14" tube

A

A

2'-4"

B

B

SECTION A-A

SECTION B-B SECTION C-C

C

C

"2

2" Dia. x 34" deep counterbore (Typ.)

2'-0"

3"

" bolts (typ.)8 3for

Drill & tap sleeve 6" 6" opening (typ.)

" Rail4 sleeve

Tube and CL

" dia. holes in tube.2 1Provide

" Dia hex bolt with hardened washer. 8 3 "8

3 "4

"8 51 "16

9 x "4 slot in rail

D

D

SECTION D-DRAIL SPLICE DETAIL

Post side of tube

Fabricate rail splice sleeve from 14" plate G

Typ.

galvanizing assure slip fit after

Grind all edges to slip fit after galvanizing (Typ.)

Size sleeve to provide

SLEEVE

Schedule D 5320-002P

5320-001P

Structure Number

As shown

(Typ.)

" x 8" lag screws 8

PLAN VIEW - POST

PLAN VIEW - POST

Top side

"8 5Base PL

"4 31"4

SleeveCL

CL

of post flange slots on traffic side

" Horiz. 4 1" x 14

3L and hex jam nut provide standard washer w/ hex nut tighten bolts to snug position and locations adjacent to rail splice hand and hex nut, (typ.); except at with standard washer, lock washer, " Dia. round head square neck bolt 4

CL Post

BRIDGE RAILING - 2

A C

T U

A L F I L E R

G U I S

R a il D

T S .D

G N

8. Provide timber rail conforming to Subsection 710.08.

7. Furnish post from structural steel conforming to ASTM A992.

A307.

Grade C, D, or DH. For all other fasteners conform to ASTM coupling nuts with a center stop conforming to ASTM A563,

6. Furnish hex bolts conforming to ASTM A325. Furnish hex sections of continuous lengths of HSS for a panel section.

minimum of three posts. Do not to exceed eight posts with

5. Provide sections of HSS rail lengths continuous over a

Grade B.

4. Furnish HSS from structural steel conforming to ASTM A500,

3. Galvanize all steel components conforming to AASHTO M 111.

pullout strength to the CO for approval.

locations and adhesive anchor test data to demonstrate panel lengths, splice locations, post placement, anchor bolt

Submit drawings showing Hollow Structural Section (HSS) 2.

materials.

Field verify dimensions before commencing work and ordering 1.

1 6/24/21 OA DELETE STRUCTURE 5320-001P

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE

R06

M

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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 P

R O J E

C T

S .d g n

REVISIONSNO. DATE BYNO. DATE BY REVISIONS

-J u n -2

1:

RAIL TRANSITION PLAN

RAIL TRANSITION ELEVATION

STRUCTURE TRANSITION RAILING

2'-6" 5'-0" 5'-0"2'-9"

2'-6"

2'-2"

1'-3"

Steel-backed timber splice

Transition rail plate

Steel Steel plate

(Typ.)

W6 x 20 Post

Pay limit for steel-backed timber structure transition railing

21'-2" timber bridge rail

Modified steel tube-backed tube-backed timber bridge rail

Pay limit for modified steel

Sleeve Sleeve cap

TRANSITION RAIL SPLICE DETAIL

Steel rail (See Detail E617-60A)

CL

A

A

CL

8" Dia. hole (Typ.)

4" Dia. hole

3""8 12'-33"9"9"3"

3'-9"1'-3"

5'-0"

"4

HSS 4" x 4" x " tube

B

B slip fit after galvanizing

Size sleeve to provide

Typ.

G

" plate4 1sleeve from

Fabricate rail splice galvanizing assure slip fit after

Grind all edges to

(Typ.)

"16

C Post

SECTION A-A SECTION B-B

SLEEVE

SLEEVE CAP DETAIL

4" PL

G

Rail

" (Typ.)4 3corners

" PL Cope 4

Rail

No scale

A C

T U

A L F I L E R

G U I S

S tr T r a n s R a il .D

G N

Schedule D 5320-002P

5320-001P

Structure Number guardrail, Type B

2'-6"

Bend location

Notes:

guardrail, Type B.

timber block. See Detail E617-60A, Steel-backed timber

" dia. holes in timber rail, steel post, and 4 3steel plate, and

" slot in 2 1" x 24

3neck bolts with plate washer and hex nut, a

" dia. round head square 8 5At each additional post provide 2 - 2.

materials.

Field verify dimensions before commencing work and ordering 1.

posts, see Note 2

Additional steel

CLC Post

1 6/24/21 OA DELETE STRUCTURE 5320-001P

NPS

NO.NO.

PMIS STATE PROJECT

NUMBER

SHEET

170922

136047 MS NP-GUIS 15(3)

PROJECT TEAM LEADERSCALECHECKED BYDESIGNED BY

OA OA

DRAWN BY

George ChoubahCP of

DATE BRP NO.BRIDGE PLAN SHEET

BRP-1301

EASTERN FEDERAL LANDS HIGHWAY DIVISION

FEDERAL HIGHWAY ADMINISTRATION

U.S. DEPARTMENT OF TRANSPORTATION

GULF ISLANDS NATIONAL SEASHORE