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VICK—140P5220Q0032

Bridge Erosion Repairs

May 13, 2020/10:00 am CDT

Name Organization/Company E-mail/Phone #

Ellis Jones VICK – Maintenance Ellis_Jones@nps.gov

(601) 636-9319

Erick Ford VICK – Facility Manager Eric_z_ford@nps.gov

(601) 619-2909

Garry Lee VICK – Deputy Facility Manager Garry_Lee@nps.gov

(601) 638-8975

Laurie Sherrod WMABO Contracting Officer Laurie_Sherrod@nps.gov

(404) 938-0178

Perla Davila Briggs Brothers Enterprises Corp pdavila@briggsbrotherscorp.com

(832) 574-4509

Leanna Estrada Briggs Brothers Enterprises Corp lestrada@briggsbrotherscorp.com

Tom Morton LCG Inc.

Tom@landcongroup.com

(208) 866-6579

Darrel McQuirter Construction Specialists LLC

Csllc558@gmail.com

OP: (769) 216-3757

CP: (601) 927-3962

Kerry LeFlore LeFlore Construction Mj eflore@gmail.com

(601) 215-0125

Robert Love Four Seasons Enterprise Rlove_mhsm@yahoo.com

(601) 331-2828

Thanks for Coming!

Site Visit Agenda

VICK—140P5220Q0032

Bridge Erosion Repairs

May 13, 2020/10:00 am CDT

Sign in………..…………………………..…..…….………………………All Attendees Introductions…………………………..…..……..Contracting Officer, Laurie Sherrod Opening Remarks………………………..…………………………..COR, Ellis Jones Pre-Tour Comments…………………………….Contracting Officer, Laurie Sherrod o Provide all personnel, materials, equipment, and supervision required to perform erosion repair for eight park bridges at Vicksburg National Military Park in accordance with the statement of work and Federal Highway Bridge Inspection Reports.

o 100% small business set-aside.

o Firm-Fixed Price Construction o The NAICS code is 237310 and the size standard is $39.5M.

o Magnitude of Construction is between $100,000 and $150,000 o Davis Bacon Wage Determination MS20200119 o Basis of Award: Award will be made based on price and other factors (Ref

FAR 13.106(a) (2)) Submit signed and dated offers to Laurie Sherrod, the Contracting

Officer, at laurie_sherrod@nps.gov Complete blocks 14, 15, 16, 17, 19 and 20A, 20B, 20C of the RFP

Section A, SF1442. In doing so, the offeror accedes to the contract terms and conditions as written in the RFP Sections A through K.

These sections constitute the model contract.

Submit a technical description of the items and service being offered in enough detail to evaluate compliance with the requirements in the solicitation. This may include product literature, equipment to be used, or other documents if necessary.

Submit a completed past performance worksheet with relevant and recent (within the past five years) past performance.

Acknowledge ability to meet delivery date (Ref block 17 of the SF 1442) o Acknowledge all solicitation amendments (Ref block 19 of the SF 1442) o All questions shall be emailed to laurie_sherrod@nps.gov NLT 12:00 pm

CDT on Friday, May 15, 2020 o All quotes in response to solicitation 140P5220Q0032, shall be submitted via e-mail to the contracting officer, Laurie Sherrod, at laurie_sherrod@nps.gov no later than May 20, 2020, 12:00 pm CDT o Respondents must have the Representation and Certifications in SAM.gov completed and updated prior to award.

o Cover Evaluation Process o Representation and Certifications in SAM.gov shall be completed and updated prior to award.

Tour Description………………………..………………………….…COR, Ellis Jones

Contractors Questions and Answers Time………………..…………….Open Forum Final Remarks………….………………………..Contracting Officer, Laurie Sherrod Site Visit Ends

VICKSBURG NATIONAL MILITARY PARK

PMIS 209564

SOLICITATION 140P5220Q0032

QUESTIONS AND ANSWERS:

Erosion Repair for Eight (8) Park Bridges

DATED:

May 14, 2020

SITE ASSESSMENT TOUR:

General information along with questions and answers from the May 13, 2020 project tour.

All vegetation removed from bridge structure/sites can be placed in the National Park Service (NPS) dumping area near the Mint Spring Bayou area.

The FHWA Bridge Inspection Reports are part of the SOW. The areas/text applicable to this project are highlighted yellow and must be addressed/corrected. The photos help to show where to look if contractors do not navigate to those areas during their assessment. The NPS will conduct full inspections with the contractor of these areas.

Questions:

A) Are there any weight restrictions on the Bridges?

Answer: Yes, each bridge has its own loading capacity. A file will be provided with the load capacity of each bridge.

B) Is vegetation to be removed from both sides of the bridge?

Answer: Yes, vegetation must be removed minimum of three (3) feet off/away from bridge structure per the SOW and FHWA inspection reports.

C) How long is performance period?

Answer: Refer to 1st page of the solicitation info provided by Laurie.

1. Memorial Arch Bridge (5600-001) bridge #1

A) If any existing condition involves recent work like the new cemented rip rap at the bridge structure, we should correct any failure of deficiencies?

Answer: Yes, since the intent of the project is correcting the erosion and the bridges with the SOW, bridge inspection reports, and field assessment. Since the project SOW and ongoing maintenance there may appear to be temporary or permanent recent work although minimum.

2. Jackson Road Bridge (East) (5600-003) bridge #3

A) How much and where vegetation clearing?

Answer: Again, all vegetation is to be cleared from the bridge per the SOW. Piers for these bridges – remove vegetation 3 feet away from pier and remove vegetation (vines, etc.) up to seven (7) feet from grade as this should kill the vegetation. Also, vegetation/vines must be removed from bottom of bridge decking, beams, guardrails. From Jackson road, the 1st peir (north) should have all vegetation removed from the protection apron to bottom of deck – see inspection report photo # 27 – clearing vegetation will also review the erosion that has to be addressed.

3. Thayer's Approach Bridge (5600-004) bridge #4

A) Statement: Once vegetation is cleared make sure rip rap is also address with grout inject and/or extending continuation of cemented rip rap system all the way to the road on all four corners. See inspection photos.

4. Mint Spring Bayou Bridge (5600-007) bridge #7

A) Should we install the basket to create a straight line where the adjacent landscape is cut.

Answer: No, install gabion baskets to fill the void to establish the additional landscape missing per the SOW.

Conditions here continue to change except for the area where the gabion baskets are proposed. There should be three baskets installed here as L-shape per the drawing (at minimum of two tier high/stack). The basket should be set to allow the 3-5 inches of soil (root base) per the SOW and should be installed matching the topography (slopes towards the concrete road gutter). The adjacent topography should not be altered.

5. Jackson Rd Bridge (West) (5600-008) bridge #8

A) How much of erosion should there be for the concrete gutter?

Answer: The entire gutter system erosion at gutter system should be correct all the way down to end of gutter. Also, any breaks as a result of the erosion should be repaired. While there is debris in the gutter system, we don’t recall any breaks but if there are those are must be addressed with repairs/replacement.

B) Is their erosion on the other side (north end) of bridge?

Answer: Yes, per the FHWA inspection reports there is erosion at the abutments weep holes. The erosion at abutments on both sides reveals gauging in the soil and the ghost lines in the photos indicates lost soil material.

C) Underneath – do the vines have to be removed?

Answers: Yes, same treatment is required at both Jackson Road Bridges’ piers along with addressing erosion as noted in the FHWA bridge inspection reports for both bridges.

6. Hovey's Approach Bridge #1 (5600-011) bridge #11

A) Grate location here?

Answer: Yes, covering drain hole on Southeast end of bridge by using a galvanized grate as sold from home depot or other lumber yards. A 12 x 12 or 10 x 10 grate would be adequate, and a gravity install (just lay over hole) is all that’s needed.

7. Hovey's Approach Bridge #2 (5600-012) bridge #12

A) Where is downstream channel?

Answer: Good question due to standing water. Water flows downstream on East side of bridges (Right side).

Note the trees a few feet away and tree down/across after the bend. These need to be removed.

B) Should we lift corner back up?

Answer: No, Southwest corner appears to need a combination grout injection (flowable fill) into void(s) until area is filled then topsoil, cement and/or rip rap at end of slap to keep from reoccurring.

8. Hovey's Approach Bridge #3 (5600-013) bridge #13ith

Statement: SOW notes to northwest wingwall. As you can be seen conditions are a lot different as soil has be washed away exposing the foundation.

A) Should we address that erosion?

Yes, with active continuous flow of water here this needs to be addressed before it undermines the bridge.

Fill material should be added, slab repairs/install extending 12 inches beyond wingwall edge. Install rip rap three (3) to four (4) feet out. Concentrate on area under/at bridge. The larger hole will be address later by the NPS.

Earlier photos attached.

STRUCTURE NO. 5600-001P

INSPECTION DATE: 10/27/14

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-001P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161005000

500 STREAM

001P UNION AVENUE

5600001P0000000

YES 0.2 MILES NORTH FROM U.S

VNM PARK 99.99 FT (99.99 M)

000000000000 0.15 (KM PT 0.24)

NONE 1904

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

0 - UNKNOWN A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

SPECIAL INSPECTION: ..

STRUCTURE NO. 5600-003P

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-003P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161005000

500 JACKSON ROAD AND STREA

003P UNION AVENUE

5600003P0000000

YES 2.2 MILES FROM U.S. ROUTE

VNM PARK 99.99 FT (99.99 M)

2B2 2.05 (KM PT 3.30)

4700 1970

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

2 - H15 (M13.5) A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE NO. 5600-004P

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-004P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161005000

500 STREAM

004P UNION AVENUE

5600004P0000000

YES 1.3 MILES BEFORE VICKSBU

VNM PARK 99.99 FT (99.99 M)

000000000000 6.40 (KM PT 10.30)

NONE 1904

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

0 - UNKNOWN A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE NO. 5600-007P

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-007P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161000100

10 MINT SPRING BAYOU

007P CONNECTING AVENUE

5600007P0000000

YES 4.3 MILES FROM U.S. ROUTE

VNM PARK 99.99 FT (99.99 M)

3C1, 4A1 8.60 (KM PT 13.84)

NONE 1962

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

2 - H15 (M13.5) A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE NO. 5600-008P

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-008P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161000120

12 JACKSON ROAD AND STREA

008P CONFEDERATE AVENUE

5600008P0000000

YES 0.5 MILES BEFORE PEMBER

VNM PARK 99.99 FT (99.99 M)

1B4,9A2,C1 11.30 (KM PT 18.19)

NONE 1970

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

2 - H15 (M13.5) A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE NO. 5600-011P

INSPECTION DATE: 10/28/14

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-011P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161005010

501 STREAM

011P UNION AVENUE

5600011P0000000

YES 1.3 MILES FROM U.S. ROUTE

VNM PARK 99.99 FT (99.99 M)

000000000000 14.40 (KM PT 23.17)

NONE 1904

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

0 - UNKNOWN A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE NO. 5600-012P

VICKSBURG NATIONAL MILITARY PARK 284 - MISSISSIPPI (MS)

1 - BRIDGE 149 - WARREN

5600-012P (4) CITY/PLACE CODE:

4 - SOUTHEAST 161005010

501 STREAM

012P UNION AVENUE

5600012P0000000

YES 1.4 MILES FROM U.S. ROUTE

VNM PARK 99.99 FT (99.99 M)

000000000000 14.50 (KM PT 23.34)

NONE 1904

N/A

3 - FREE ROAD

MAX. SPAN LENGTH:

TYPE:

0 - OTHER

00 - OTHER

NO

0 - UNKNOWN A - OPEN, NO RESTRICTION

5 - NO POSTING REQUIRED

NO

STRUCTURE LOAD RATING STRUCTURE NO. 5600-013P

TRUCK TYPE

INVENTORY RATING (NORMAL TRAFFIC) OPERATING RATING (MAXIMUM LOAD)

TONS METRIC TONS TONS METRIC TONS

H

HS

TYPE 3

TYPE 3S2

TYPE 3-3

DESIGN LOADING:

CAPACITY MEETS OR EXCEEDS DESIGN LOAD

CAPACITY IS LESS THAN DESIGN LOAD

ORIGINAL LOAD RATING CALCULATION APPLICABLE

ORIGINAL LOAD RATING CALCULATION REVISED

DATE OF LOAD RATING CALCULATION:

LOAD RATING CONTROLLED BY:

REMARKS: STRUCTURE W AS LOAD-TESTED 12/98 W ITH A TYPE 3 TRUCK WEIGHING 33 TONS; RATING HAS BEEN

REVISED BASED ON RESULTS OF LOAD TEST.

STRUCTURE NO. 5600-013P

STRUCTURE INVENTORY AND APPRAISAL STRUCTURE NO. 5600-013P

STRUCTURE IDENTIFICATION

(201) PARK: (1) STATE: ....................................... 284 - MISSISSIPPI (MS)

(202) STRUCTURE NAME: .......... (2) STATE HWY. AGENCY DIST:

(203) STRUCTURE KIND: ............ (3) COUNTY CODE: ........................ 149 - WARREN

(204) STRUCTURE NUMBER: ..... (4) CITY/PLACE CODE:

(205) NPS REGION: .................... (5) INVENTORY ROUTE:

(206) ROUTE CODE NUMBER: ... (6) FEATURES INTERSECTED:....... STREAM

(207) ROAD SECTION NO: .......... (7) FACILITY CARRIED: .................. UNION AVENUE

(208) NPS ROAD CLASS: ............ (8) STATE STRUCTURE NO: .......... 5600013P0000000

(209) WITHIN NPS BNDRY?: ....... (9) LOCATION: ................................ ROUTE

(210) OPERATING UNIT: ............. (10) INV. RTE. - MIN. VERT. CLR: .. 99.99 FT (99.99 M)

(211) PROJECT NO(S): ................ (11) MILE POINT: ............................. 15.00 (KM PT 24.14)

(212) DRAWING NUMBERS: ....... (27) YEAR BUILT:

(21) MAINTAINED BY: ................. (106) YEAR RECONSTRUCTED: .... N/A

(22) OWNER: ............................... (20) TOLL: ........................................ 3 - FREE ROAD

(37) HISTORICAL DESIGNATION: ..

STRUCTURE DESCRIPTION, FOUNDATION, AND DECK TYPE

(43A) MAIN STR. MATERIAL: ..

(43B) MAIN STR. TYPE:

(45) NO. OF MAIN SPANS:

(48) MAX. SPAN LENGTH:

(49) STRUCTURE LENGTH:

(216A) ABUTMENT #1 FDN:

(216B) ABUTMENT #2 FDN:

(217A) PREDOM. PIER FDN.: ..

(217B) SECOND. PIER FDN: ...

(107) DECK TYPE:

(44A) APPR. STR. MATERIAL: ........ 0 - OTHER

(44B) APPR. STR. TYPE: ................ 00 - OTHER

(46) NO. OF APPROACH SPANS: ..

(108) WEAR SURFACE/PROTECT SYSTEM:

A) TYPE WEARING SURFACE: ..

B) TYPE MEMBRANE:

C) TYPE PROTECTION:

(218) IS SALT USED?: ..................... NO

LOAD RATING AND POSTING

(31) DESIGN LOAD: ................. (41) LOAD RESTRICTION: ......... A - OPEN, NO RESTRICTION

(66) INVENTORY RATING: ...... (70) BRIDGE POSTING: .............. 5 - NO POSTING REQUIRED

(64) OPERATING RATING:

INSPECTION DATES

(90) INSPECTION DATE: (91) FREQ. OF INSP: (92 / 93) CRITICAL FEATURE INSPECTION (CFI):

(219) ADD. STUDIES NEEDED: (A) FRACTURE CRITICAL: ...

INSP. EVERY: MONTHS - LAST INSP. : (220) SPECIAL STUDY TYPE:

(B) UNDERWATER: .............. NO

(221) SPECIAL STUDY DATE: INSP. EVERY: MONTHS - LAST INSP. :

(C) SPECIAL INSPECTION: ..

INSP. EVERY: MONTHS - LAST INSP. :