Petroleum Operations Sustainment Training Site.pdf

DGS-30-256

(Rev. 03/20)

Notice of Invitation for Bids Page 1 of 2

NOTICE OF

INVITATION FOR BIDS (IFB)

Sealed bids are invited for the Fort Barfoot Petroleum Operations Sustainment Training Site Rail Tank Car Placement

The work can be generally described as the delivery, transport and setting two each 20,000-gallon RTC (Rail Tank Cars) in a static training mode. The project includes installation of tangent rail /track with proper subgrade and ballast on which the RTCs will be placed. The project site is located in Training Area 41at Ft. Barfoot, Blackstone, Virginia.

The work is considered to be non-capital construction. The vendor will be required to prepare the training site that will include 120 lineal feet section of simulated railroad track (static display) and an extended construction entrance. The owner will supply two each 20,000-gallon Rail Tank Cars (RTC) that will have to be relocated from the Fort Barfoot Department of Public Works compound to the training site (distance of approximately 5 miles). These RTCs will be loaded, transported, and set into place for long term, static training. Each car is 65’ long and weighs approximately 65,000 pounds.

Sealed bids will be received the front entrance of the office of the Directorate of Public Works, Building T0234, located near the intersection of Rives Road and 9th Street and on MTC, Fort Barfoot, Blackstone, VA 23824-9000.

Mailed bids should be sent to Attention: Mr. Billy Cole, Directorate of Public Works, Building T0234 Fort Barfoot, Blackstone, Virginia 23824. The deadline for submitting bids is 2:00 P.M. sharp, as determined by the Bid Officer, on March 27, 2024. (Fed-Ex-UPS Rural Delivery Schedule rules apply) Bid must reach the bid officer by the date and time specified or the bids will be marked “LATE” and shall not be considered.

The bids will be opened publicly and read aloud beginning at 2:00 P.M., on the following day, March 28, 2024, outside the front entrance of Building T0234.

All potential bidders shall clearly label all bids on the exterior of the envelope with all pertinent information including project name, project number, DMA project manager's name, bid due date and time, and shall be clearly marked "Bid Enclosed." Any bids that are received late due to improper labeling by the contractor shall be marked as late and shall not be considered.

A Bid Bond is not required. The contractor, shall however, provide certificate of builder’s risk insurance equal to the value of the contract plus any change orders.

eVA Vendor Registration: The bidder or offeror shall be a registered vendor in eVA. See the attached eVA Vendor Registration Requirements.

Procedures for submitting a bid, claiming an error, withdrawal of bids and other pertinent information are contained in the Instructions to Bidders, which is part of the Invitation for Bids. Withdrawal due to error in bid shall be permitted in accord with Section 9 of the Instructions to Bidders and § 2.2-4330, Code of Virginia. The Owner reserves the right to reject any or all bids.

A pre-bid conference will be held at Building 232 in the DPW compound, Fort Barfoot, at 10:00 AM, on Tuesday, February 27, 2024. RECORD OF ATTENDEES: All attendees present must sign the Pre-Bid Conference “Record of Attendees” sign in sheet before the end of the conference. Note: This is a mandatory pre-bid conference. Bid proposals will only be accepted from those bidders who attend this conference. Each attendee may represent only one bidder. Each attendee shall legibly sign in and provide accurate contract information including a working email address for distribution of future communications regarding the project.

All parties must present valid government approved identification when arriving on Fort Barfoot and should allow extra time accordingly. Attendance shall be mandatory for those submitting a bid. This will be the only scheduled time for prospective contractors to review the work areas prior to the bid submission date. Subcontractors, suppliers, and other interested parties are encouraged to attend the pre-bid conference.

Questions will be due NLT 4:00PM on March 5, 2024

Addendum Number 1 (one) will be issued March 7, 2024

The contract shall be awarded on a lump sum basis as follows: the Total Base Bid Amount including any properly submitted and received bid modifications. ‘Notice of Award’ or ‘Notice of Intent to Award’ will be posted on eVA, Virginia Department of General Services’ central electronic procurement website, at https://eva.virginia.gov..

DGS-30-256

(Rev. 03/20)

Notice of Invitation for Bids Page 2 of 2

Contractor registration is required in accordance with Section 54.1-1103 of the Code of Virginia. See the Invitation for Bids for additional qualification requirements.

All executive branch agencies are directed to advance Executive Order 35, dated July 3, 2019.

Building Permits: No building permit required. Project is not required to be submitted to DEB. All other permits are the responsibility of the Contractor.

Time for Completion is 60 calendar days to Substantial completion. Final Completion shall be within 30 days after the date of Substantial completion.

The project does not include prevailing wage rate requirements.

Access to work is limited to the work schedule of the facility. Hours of operation are

Monday through Friday 7:00 am to 4:30 pm (alternate work hours can be incorporated with a minimum of one week notification).

Water and Electricity will not be available for use during construction. Contractor is to make necessary arrangements if needed.

Sanitary - Will be furnished by the Contractor.

The Invitation for Bids for the above project may be obtained from the Department of Public Works Office beginning on February 22, 2024, at 2PM (8.5 x 11.5 hard copy only).

Addenda to the project, if any, will be emailed. Therefor it is critical that the email address on the prebid sign in sheet be legible and accurate. It will be the only form of communication used for notification. All Addenda, if any, shall be acknowledged in the designated location on the Bid Form.

Copies of the Invitation for Bids documents, including the plans and the specifications, will also be available for inspection at the following locations:

Owner's office Building T0234, Fort Barfoot

Authorized Official of Owner/Agency James W. Ring Major General, VaARNG The Adjutant General of Virginia

COMMONWEALTH OF VIRGINIA – DEPARTMENT OF MILITARY AFFAIRS

FORT BARFOOT

Fort Barfoot– Blackstone, TABLE OF CONTENTS 001100 - 1

TABLE OF CONTENTS

BIDDING DOCUMENTS

DGS-30-055

DGS-30-090

Notice of Invitation for Bids

Instructions to Bidders, CO-7a

Prebid Question Form

Bid Form

Vendor eVA Registration Requirements

DGS-30-384

GENERAL & SPECIAL CONDITIONS

General Conditions of the Construction Contract, CO-7 DGS-30-054

Virginia Army National Guard eMS Notice to Contractors

FORMS

*Contract Between Owner and Contractor, CO-9 DGS-30-064

*Worker's Compensation Certificate of Coverage, CO-9a DGS-30-076

*Standard Performance Bond, CO–10 DGS-30-084

*Standard Labor and Material Payment Bond, CO–10.1 DGS-30-088

*Change Order Blank, CO-11 DGS-30-092

*General Contractor's Estimate for Change Order Estimate, GC-1 DGS-30-200

*Subcontractor Estimate for Change Order, SC-1 DGS-30-204

*Sub-subcontractor Estimate for Change Order, SS-1 DGS-30-208

*Schedule of Values and Certificate for Payment, CO–12 DGS-30-104

*Affidavit of Payment of Claims, CO–13 DGS-30-108

*Certificate of Completion by Architect/Engineer or Project Manager, CO–13.1 DGS-30-112

*Architect/Engineer’s Certificate of Substantial Completion, CO-13.1a DGS-30-116

*Final Report of Structural Special Inspections, CO–13.1b DGS-30-120

*Certificate of Completion by Contractor, CO–13.2 DGS-30-136

*Certificate of Partial or Substantial Completion by Contractor, CO–13.2a DGS-30-140

*The above-referenced forms are available at:

https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

FORT BARFOOT PETROLEUM OPERATIONS SUSTAINMENT

TRAINING SITE RAIL TANK CARS (RTC) PLACEMENT

Petroleum Sustainment Training program at Fort Barfoot, VA

PN 23-82849

January 9, 2024

Page 1of 6

TO: Department of Military Affairs ATTN: VAFP-FP (Billy Cole)

TEL: 434/292-6221

FAX: 434/292-2966

SCOPE OF SERVICES

I. GENERAL:

1.1 The work can be generally described as the delivery, transport and setting two each 20,000-gallon RTC (Rail Tank Cars) in a static training mode. The project includes installation of tangent rail /track with proper subgrade and ballast per ATP (Army Training Publication) 4-14 on which the RTCs will be placed. The project site is located in Training Area 41at Ft. Barfoot, Blackstone, Virginia. The work is considered to be non-capital construction.

1.2 General Conditions DGS-30-54 (CO-7) Current Online Addition applies to this project.

II. SUMMARY OF WORK

2.1 The vendor will be required to prepare the training site that will include 120 lineal feet section of simulated railroad track (static display) and an extended construction entrance. The owner will supply two each 20,000-gallon Rail Tank Cars (RTC) that will have to be relocated from the Fort Barfoot railhead to the training site (distance of approximately 5 miles). These RTCs will be loaded, transported, and set into place for long term, static training. Each car is 65’ long and weighs approximately 65,000 pounds.

2.2 RTC’s tank will have to be separated from the trucks/running gear before being transported. The vendor is solely responsible for scheduling, coordination, phasing, disassembly, loading and reassembly. The training site is +/-5 miles from the railhead. Roughly half of the trip will be on nonpaved roads (unimproved) known as tank trails. Our tank trails are in well graded, well drained, structurally sound and relatively free of potholes. See attached map for the best/suggested route.

Petroleum Sustainment Training program at Fort Barfoot, VA

2.3 Rail Tank Cars (RTC) in storage.

III. SITE PREPARATION

3.1 Install silt fence per attached site plan before commencing land disturbance activities.

3.2 Build Construction Entrance

3.3 Prepare and develop site to support 2 x Rail Tank Cars

A. Strip topsoil to suitable subgrade 5’ outside of new railway roadbed berm footprint (+/- 10,000sf)

B. Proof roll subgrade with a loaded tandem dump truck prior to placing structural fill (+/- 2’ average)

C. Prepare RR Roadway D. Install concrete foundations.

E. Supply / deliver / install 8” stone ballast.

F. Move and install owner supplied railroad track to the training site. Salvaged

RR Track is easily accessible and located near Fort Barfoot railhead (6 sections of 39’ rail available).

G. Anchor railroad track sections to concrete foundations per attached drawing

Petroleum Sustainment Training program at Fort Barfoot, VA

H. Anchor bolts will be torqued to 44 pounds after curing.

I. Install steel bearing plates (standard tie plate or approved equal) per attached drawing. One plate shall be at the end of all sections of track.

J. Rail alignment shall be straight and free of kinks.

K. Track sections shall be true to line and elevation as if we had a continuous

120’ of track.

L. Track shall meet Federal Railroad Administration (FRA) Standard for

Classification #1.

M. Contractor is solely responsible for track spacing (gauge) to ensure that Rail

Tank Cars are set properly.

N. Reassemble RTCs at training site.

1. Connect and secure Rail Tank Cars onto static track.

2. Supply and install secure wheel chalk blocks (4 total).

IV. MATERIALS

4.1 Stone (Ballast) VDOT #357

4.2 Concrete Mixture.

4.3 Minimum Compressive Strength 4000 PSI at 28 days

A. Minimum Compressive Strength 4000 PSI at 28 days B. Air-Entraining Admixture: ASTM C260/C260M.

C. Slump Limit: 4 inches, plus or minus 1 inch D. Hot / Cold Weather Placement

1. Protect concrete work from physical damage or reduced strength that could be caused by frost, freezing actions, or low temperatures.

2. Maintain concrete temperature at time of discharge to not exceed 95 deg F.

4.4 Steel Reinforcing Rebar

A. Reinforcing Bars: ASTM A615/A615M, Grade 60, deformed.

B. Steel Reinforcement: Deliver, store, and handle steel reinforcement to prevent bending and damage.

C. Store reinforcement to avoid contact with earth.

4.5 Anchor Rods shall be ASTM F1554 Gr 36

4.6 Epoxy for Anchor Rods

A. DEWALT AC200

B. HIT-HY 200-A V3 ADHESIVE ANCHOR

4.7 Steel washers shall be ½” x 4” x 4” A36 hot rolled steel Plate.

A. Plates shall have shop / factory fabricated ¾” hole in the center (drilled or punched) burning will not be accepted.

B. Shop prime with red oxide metal primer

4.8 Rail Car Wheel Chocks

A. ALDON 4016-01 CB6-A or equal (high visibility)

Petroleum Sustainment Training program at Fort Barfoot, VA

V. TRANSPORTATION OF RTC’S TO FINAL SITE

5.1 All blocking, bracing and rigging is the responsibility of the contractor

5.2 See attached map for routed to the training site.

5.3 Route “A” (+/- 50% of this route is paved) has overhead utility lines that are 16’-6” or higher.

5.4 Route B is free of overhead utility lines. This not a paved route. Our training roads or tank trails are well maintained, well graded, structurally sound secondary roads See attached map for routes to training site.

5.5 There is ample space at the training site to safely unload and set the RTCs

5.6 A site visit and route reconnaissance is mandatory prior to submitting a bid

VI. FINAL SET-UP AND STAGE OF RTC’S:

6.1 Reassemble at final location.

6.2 Connect and secure Rail Tank Cars.

6.3 Install wheel chocks.

VII. ACCESS TO SITE

7.1 The training area is in a remote part of Fort Barfoot. The contractor will be required to coordinate with Fort Barfoot Range Operations (434-292-2217) at least twice daily (check-in, check-out).

7.2 The contractor shall provide POC contact information to the Range Operations Firing Desk in case of emergency.

7.3 Coordinate with Range Operations for a range barrier key (temporary hand receipt).

7.4 Confine operations to the Petroleum Training Site. Fort Barfoot is an active training base.

Exploring is not authorized.

7.5 Do not block tank trails (all roads except paved roads)

7.6 The speed limit on all tank trails is 25 miles per hour (MPH)

7.7 The speed limit when passing troops, either mounted or dismounted, is 10 MPH.

7.8 It is the contractor’s responsibility to ensure that material deliveries know exactly where to go.

Escorting is the best solution.

VIII. SUBMITTALS

8.1 Concrete Mix Design

8.2 Anchor Bolts

8.3 Epoxy for anchor bolts

8.4 Wheel Chocks

IX. DAILY REPORTS ARE REQUIRED

X. SAFETY

10.1 Jobsite safety is the contractor’s responsibility.

10.2 Not only on the worksite but on the road as well.

10.3 The work area has not been used as a range in the recent history (last 25 years) it may have residual munitions or remnants of such from activities from as far back as World War II. Range

Petroleum Sustainment Training program at Fort Barfoot, VA

Operations, Fort Barfoot, provides a one-hour training session on how to recognize UXO (Unexploded Ordnance) as well as other items that may be encountered while digging on Fort Barfoot. The training will provide immediate actions required upon encountering UXO and crucial contact numbers for eradication. Contractor (all personnel working on this project) will be required to schedule and attend this training prior to starting this work.

TEMPORARY FACILITIES and UTILITIES

11.1 Temporary Sanitary facilities are the contractor’s responsibility.

11.2 Water, sewer, nor power is available at this site.

XI. Do not damage, kill or remove any trees during execution of this contract [UON]. Damaged trees will be given an assessed value by Fort Barfoot Department of Forestry that will have to be reimbursed by the contractor through the U.S. Treasury.

XII. Recycling: The contractor may, at his/her option, coordinate with Mr. George Queen at Ft. Barfoot Recycling Center, Building 2360 (434-292-2800) for disposal of certain debris/materials. The recycling center is located less than one mile from 2800 area work site. Less than 2 miles from the Ammunition Supply Point. Sales from Ft Pickett Recycling Center are specifically dedicated to the Ft. Pickett MWR (Moral, Welfare and Recreation) program.

XIII. PROGRESS CLEANING AND WASTE REMOVAL

13.1 Maintain areas as neat as possible at the end of the day. Do not allow debris to be spread out by wind.

13.2 Debris in the paved roads must be cleaned up immediately.

13.3

XIV. QUESTIONS

Submit all questions in writing via email to William.l.cole.nfg@army.mil by August 25th by the close of business. Answers will be provided in addenda by August 29th by the close of business.

SPECIAL NSTRUCTIONS

1. Entry onto Ft. Barfoot requires a valid driver’s license or a valid ID

2. Execution of this contract shall be in close coordination with Ft. Barfoot Department of Public Works Project Manager

3. The contractor is responsible for calling Miss Utility no less than 7 days prior to starting work.

4. The CO-7, General Conditions of the Construction Contract, has been created specifically for the use of agencies of the Commonwealth of Virginia and will be adhered to in its entirety for this project. Complete list of forms can be found at:

Petroleum Sustainment Training program at Fort Barfoot, VA https://dgs.virginia.gov/search/documents-and-forms/?filter=DEB

Proposed Petroleum Training Site

End of Request for Proposal

FORT BARFOOT PETROLEUM TRAINING SITE

RAIL TANK CARS (RTC) PLACEMENT

Petroleum Sustainment Training program at Fort Barfoot, VA

MAPS

HAUL ROUTES

PLANS

DETAILS

X1

X2

Fort Barfoot Front Gate

Fort Barfoot Maneuver Area Gate

G

G

Part 1

Part 2Locked Barrier

Rail Tank Car (RTC) Relocation Route Route A

X1 = Pickup Site Baker’s Row between 8th

And 9th Streets

1. Baker’s Row to 10th St

2. 10th St to Military Rd

3. Military Rd to Garnett Ave

4. Garnett to West Access Rd

5. West Access Rd to Wilcox Rd

6. Wilcox Rd to Old Oak

7. Old Oak to Petroleum Training Site

B

Wilcox Rd

X2=Dropoff Site

Fort Barfoot Front Gate G

Rail Car Pick Up

RTC

10th St

Garnett Ave

Fort Barfoot West Gate

G

Route A Part 1 of 2

Rail Tank Car(RTC) Relocation Baker’s Row between 8th

And 9th Streets

1. Baker’s Row to 10th St

2. 10th St to Military Rd

3. Military Rd to Garnett Ave

This part of Route A has several overhead Power, communications lines. The minimum height is 16’-6”

M ilitary Rd

7th St

10th St

RTC Bakers Row

8th St

Rail Tank Car Relocation Route A Part 2 of 2

1. Garnett to West Access Rd

2. West Access Rd to Wilcox Rd

3. Wilcox Rd to Old Oak

4. Old Oak to Petroleum Training Site

10th St

Garnett Ave

Fort Barfoot Maneuver Area Gate

Wilcox Rd

B

Locked Barrier

OHA

End of Pavement

X2=Dropoff Site

X2

RTC Training Site Route if Overhead Obstructions cannot be negotiated (8.11 Miles)

1. South on Baker’s Row

2. East on 10th St (100 yards)

3. Left on gravel rd. near railhead

4. Right on Butterwood (100 yards)

5. Left on Dearing Ave

6. Merge Right onto New

Butterwood (100 yards)

7. Right on MRTC

8. Left on Butterwood

9. Right on Trainfire (50 yards)

10. Right on Forest

11. Left on Trimble

12. Right on Wilcox

13. Right on Old Oak

14. RTC Site 400 yards on the left

Escorts will be provided if this route is necessary

RTC

RTC

Transport Vehicle

Crane

Current Location of Rail Tank Cars

(Pick Up)

Construction Entrance

Rail Tank Cars and Static Railroad Track

Training Access Road (NIC)

Silt FencePetroleum Operations Sustainment Training Site

BM

Red Paint on Top of wall is designated as Elev. 125.00

123.63

124.41

123.41

123.41 123.33

122.66

123.63

121.58

122.41

119.61

118.49

119.58

EXISTING

ELEVATIONS

Petroleum Operations Sustainment Training Site

BM

Red Paint on Top of wall is designated as Elev. 125.00 .

. . Construction Entrance 18’ x 150’18’

Railway Roadbed 15’ x 125’Proposed

Training Access Rd.

NIC

123.80

123.50

123.33

123.17

119.60 119.00

Center RTCs on RR Roadway

Petroleum Operations Sustainment Training Site

PROPOSED

ELEVATIONS

Typical Railway Section NTS

Structural Fill Thickness varies

6”- 10” VDOT #357

Stone Ballast for the entire length of the training site

Top of Concrete Foundation

Existing Grade / Construction Entrance

Concrete Foundation 9’-0” x 18”

90lbs Rail Track 4-8 ½” Gauge

12”12”

Structural Fill +/- 15’-0” Thickness Varies

49’-6” 50-6”’

39’-6”” 39’-6”

3’-0”

4’ 4’

11’

Minimum Distance from backside of wheels to edge of Foundation Typ

1’-6” +/- 8’-0” TYP

5’-6”

13’-6”

5’-6”

TYP

24’-10’”

+/- 100’

+/- 29’

Foundation Plan

NTS

5’-10”

Car # 14416 Car # 14210

11’ or 24’-10” (x 9’-0”W) Concrete Foundation

Concrete Shall be 4,000 PSI A/E Mix

#5 @ 12” EW

Top & Bottom

2”

2”

2” Clear

10’-6”

RTC OVERALL WIDTH

11’-0” 11’-0”24’-0”

42’-1.375” 13’-9”

42’-1.375”

RAIL TANK CAR FOUNDATIONS

NTS

Existing Grade

Top of Concrete Elevation 124.30

Top of Concrete Elevation 124.30

104’

5’-6” 5’-6”

TRACK GAUGE 4’-8 ½”

Anchor Sections of Track to Concrete Foundation Using Standard RR Tie Plates or Approved Equal *The Owner will supply the rail in 39’ sections

Connection Detail Next Page

Install VDOT # 357 Crushed Stone Ballast Between all Foundations to within 1” of top

6”-10” Ballast TYP

Existing Grade

5/8” x 9” (min) With hex nut and spring washer

6” Min Embed

Bearing Plate Standard RR Tie Plate 9/16” x 7” x 11” Or Approved Equal

½” x 4 x 4 steel washer. Min overlap onto rail = 1”

½” x 4 x 4 steel washer. Min overlap onto rail = 1” TYP @ All Bolts

½” x 4 x 4 steel washer. Min overlap onto rail = 1”

5/8” x 9” (min) With hex nut and spring washer TYPBearing Plate

Standard RR Tie Plate 9/16” x 7” x 11” Or Approved Equal Max 16” OC under all rail

90 lbs. ASCE RAILS Gauge = 4’-8 ½”

TYP Concrete Foundation Width = 9’-0” x 18” Thick

Co nc re te

F ou nd at io n

Le ng th

0’ o r 1

2’

M ax

T ie

P la te S pa ci ng

’-4

O C

Min Distance from edge of hole to edge of Concrete = 3”

Provide Bearing Plates @ 16’ OC Max. Plate can be Standard RR Tie Plate or Approved Equal. If standard tie plate is used then the existing RR Spike holes can be used for anchor bolts

Bearing Plates shall be place at each edge of concrete foundation.

Subsequent plates shall be spaced equally in between Not To Exceed 1’-4”

DRAWING NOT TO SCALE

Top of Concrete 124.30

CONNECTION

DETAILS NTS

Wheel Chocks

Concrete Foundations

90 LBS Rail Track

Provide 2 each high visibility rail car wheel chokes at both ends Of RTC training module

Military Rd

Mates Bldg 316

Warehouse Rd Old Bldg 222 Location

R & G Maint Tent

Proposed Temp RTC Tng Site

Proposed Temporary Rail Tank Car Training (RTC) Site

Bakers Row

RTCs PARKED AT FORT BARFOOT

DODX00

Display Unit Report

Equipment ID: DODX0000014210

Equipment Group: TANK

Date and Time: 01/08/2024 - 05:14:41 PM EST

Flags Legend

Mandatory Value

ETC-Gen

Rating

General Element Name ID Flags DB Value Formatted Value Conflict

Status Code USCD A A - ACTIVE

Mechanical Designation UMMD T T - Tank

Equipment Type Code UMET T105 T105

Maint of Way Service Type B403

Built Date BLDT 19750401 04/01/1975

Tank Built Date A298

Orig Cert of Constr Nbr A183 C819078B C819078B

Rebuilt / ILS Date RBDT

Owner UMOW DODX DODX

Lessee LESE

Maintenance Party MNPT DODX DODX

Mark Owner Category B201 B B - US Private

Prior Equipment ID PRID

Last Update Date B122 20230731 07/31/2023

Equipment Add Date B082 19000101 01/01/1900

Status Change Reason USCR M M - Movement

Status Change Date USCT 20080125 01/25/2008

Extended Service A096 E E - Built new from July 1,1974, Qualified for 50 Years Service

End of Service Date B078 20250401 04/01/2025

Do Not Load After B590 20250302 03/02/2025

Equipment Identification EINN 0000882822 0000882822

Info Conflict Status B355

Conflict Status B050

Date of Original Conflict B063

Next Conflict Status B135

Notice Indicator B137

Conflict Status Next Date B062

Rate Indicator A070 2 2 - Private Mileage Rate

Private Zero Rate B150

First Movement Date USAT 20080123 01/23/2008

Equipment Add Company B083

Registration Reason B174 N N - New

Restencil Program Ind B177

Non-Compliant Wheelsets B544

Pseudo Equipment Group B547

Weight Element Name ID Flags DB Value Formatted Value Conflict

Gross Rail Load/Weight A266 263000 263000 lb

Tare Weight A259 58900 58900 lb

Load Limit LDLT 204100 204100 lb

Weighing Status A289 A A - Actual

Weighing Date A288 19750801 08/01/1975

Gallonage Capacity A297 20465 20465 usgl

Star Code A247

Qual for Inc GRL B344

Dimension Element Name ID Flags DB Value Formatted Value Conflict

Plate Code A046 B B - Plate Code B

Outside Length OSLG 624 52 ft 0 in

Outside Extreme Width A186 127 10 ft 7 in

Outside Extreme Height A185 181 15 ft 1 in

Outside Height Extr Width A187 42 3 ft 6 in

Truck Center Length A276 464 38 ft 8 in

Specification

Umler Equipment Management Information System william.l.cole Highlight

Element Name ID Flags DB Value Formatted Value Conflict

Truck Count B256 2 2

Axle Count A024 4 4

Wheel Bearing Type B191 R R - Roller

Bearing Shielded From HBD B021

Brake Shoe Type B026 H H - High Friction Composite

CC Side Bearing Type A146 LC LC - Long Travel Constant Contact

Empty/Load Device Eqpd B075

Remote Monitoring Device B176 N N - No

AEI High Temperature Tag B006

Compartment Count A052 1 1

Connected Unit Count A020

Intermediate Conn Style B115

Operating Brakes A182 1 1 - 1

ECP Brake Type B327

ECP Brake Builder B328

Slack Adjuster Group B538

Brake Cylinder Mount Type B540

Equipment Builder A035

Builder Lot Code B030

Built Country B031

Rebuilt Country B170

FRA Reflectorization B096

Tank Major Class B207 10 10 - General Service Carbon Steel Tank Welded or Riveted Includes Rubber Lined

CPC-1232 Compliant B522

Stub Sill Variation B526 N N - Non-Continuous

Restricted under TC-PD-34 B527

Design Shipping Cont Spec A072

Stenciled Shipping Spec A237 111A100W1 111A100W1 - Major Class 10/18 - DOT 111A100W1

Stub Sill Design Type A251 ACF200 ACF200 - ACF200 Stub Sill Design

Tank Lining Material A315

Tank Head Thickness A255 0.4370 0.4370 9.9999 in

Tank Head Mat Spec A254 51570 51570 - ASTM A515, Gr. 70

Tank Head Material Norm B203 Z Z - Unknown

Tank Shell Material Spec A257 5157128 5157128 - A -- 515, Grade 70 and AAR TC-128

Tank Shell Thickness A258 0.4370 0.4370 9.9999 in

Tank Shell Material Norm B208 Z Z - Unknown

Coil Material X111

Coils Exterior/Interior X109

Head Protection Thickness B105

Head Protection Type A118

Jacket Material Category B204 U U - UNEQUIPPED

Jacket Thickness B541

Insulatn/Thrmal Prot Type A142

Insulation Thickness B259

Bottom Outlet/Fitting Typ A308 B B - Bottom Outlet

Bottom Outlet Count B142 1 1

Bottom Outlet Valve Type B542

Btm Outlet Vlv Actuation B543

Bottom Fitting Protection A153 B B - Level B Varies By Type

Top Fittings Protection A264 Y Y - Equipped with other than M-1002, Appendix E, paragraph 9.2.1

Safety Relief Device Cnt A181 1 1

Safety Relief Device Type A230 Z Z - Unknown, built prior to 7/1/1997

Safety Vent w/Surge Prot A231 Z Z - Unknown, built prior to 7/1/1997

PWHT Not Reworked B280

PWHT Re-stress Relieved B279

Year Tank Qualified B240 2013 2013

Tank Qualification Due B241 2023 2023

Thickness Qualified Year B246 2013 2013

Thickness Qualified Due B247 2023 2023

Service Equip Qualified B242 2013 2013

Umler Equipment Management Information System

Service Equipment Due B243 2023 2023

Pressure Relief Vlv Qual B244 2013 2013

Pressure Relief Valve Due B245 2023 2023

Air Hose Arrangement B524

4-Pressure ABT Recvr Eqpd B539

Thermal Protection System B555

Cost Element Name ID Flags DB Value Formatted Value Conflict

Original Cost A184 27486 27486 usd

Ledger Value A150 29667 29667 usd

Total A&B A003 2181 2181 usd

Ind for Pos/Neg Total A&B A128 P P - Positive

Car Management Element Name ID Flags DB Value Formatted Value Conflict

Pool Number P001 0000000 0000000

Pool Control TCPC

User Routing Instructions TCUR

Umler Transportation Code TCOD

Transportation Cond Code TCCD

Mechanical Restriction TCME

Mech Restriction Reason TCMR

Sys Gen Routing Inst TCGR

Loading Auth Fleet Status B597

Train Service Element Name ID Flags DB Value Formatted Value Conflict

286K Aprvd COC/FRA Waiver B098

Restricted Speed Empty B180

Restricted Speed Loaded B181

Shove Car To Rest B189

Shove Adj. Car To Rest B188

Train Position Sensitive B211

End of Train Only B277

Check Trailing Tonnage B044

Curve Negotiate Exception B178

Loaded Net Braking Ratio B551 8.5 8.5 - 8.5

Ownr-Prvd Ld Net Brkng Ro B552

Empty Braking Ratio B553 38 38

Ownr-Prvd Empty Brkng Ro B554

Miscellaneous Element Name ID Flags DB Value Formatted Value Conflict

Umler Effective Date EFDT 20090901 09/01/2009

Inspection Due Dates Element Name ID Flags DB Value Formatted Value Conflict

ABT Due Date (Repair Trk) DU13 20250731 07/31/2025

ABT 5-8 Year Due Date DU58 20280731 07/31/2028

Inspection Air Brake Test (ABT) Element Name ID Flags DB Value Formatted Value Conflict

Air Brake Test Device B523 A A - Automatic (Non 4- Pressure)

Inspection Date Done DTDN 20230731 07/31/2023

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 412750000 412750000

Inspection Reflectorization Event (REF) Element Name ID Flags DB Value Formatted Value Conflict

Inspection Date Done DTDN 20130201 02/01/2013

Inspection Performer PERF CF CF

Inspection Reporter REPT DODX DODX

Location/SPLC SPLC 407737000 407737000

Inspection Emergency Brake Valve Inspection (EBI) Element Name ID Flags DB Value Formatted Value Conflict

Emer Valve COTS Date B573 0520 0520

Emerg Valve Part No B575 771535R 771535R

Emerg Valve Location B577 1 1

Inspection Date Done DTDN 20230731 07/31/2023

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 412750000 412750000

Inspection Service Brake Valve Inspection (SBI) Element Name ID Flags DB Value Formatted Value Conflict

Service Valve COTS Date

B570 0623 0623

Service Valve Part No B572 592905CSC 592905CSC

Service Valve Location B576 1 1

Inspection Date Done DTDN 20230731 07/31/2023

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 412750000 412750000

Component Flat View Element Name Loc ID Flags DB Value Formatted Value Conflict Comp.

A&B Pos/Neg Ind AB1 A316 P P - Positive ABIND

A&B Amount AB1 A317 2181 2181 usd ABIND

A&B Date Done AB1 A319 20121211 12/11/2012 ABIND

A&B Type AB1 A318 INIT INIT - Initial load of historical A&B amount as of Umler 4.6 implementation date

ABIND

Axle Spacing Distance

01 B020 70 70 - 70 Inches in AXLESPACE

Axle Spacing Distance

02 B020 70 70 - 70 Inches in AXLESPACE

Truck Axle Count B B252 2 2 TRUCK

Truck Axle Count A B252 2 2 TRUCK

Journal Size B A147 F F - 6-1/2 X 12 TRUCK

Journal Size A A147 F F - 6-1/2 X 12 TRUCK

Wheel Diameter B A294 36 36 - 36 Inches TRUCK

Wheel Diameter A A294 36 36 - 36 Inches TRUCK

Stability Device Equipped

B B199 Y Y - Yes TRUCK

Stability Device Equipped

A B199 Y Y - Yes TRUCK

Wheelset Component ID

3 B350 8RIC0000948122 8RIC0000948122 WHEELSET

Wheelset Component ID

4 B350 8RIC0000948123 8RIC0000948123 WHEELSET

Coupler Code B A057 SE60CC SE60CC - Type E (Rule 16) -

SE60CC

DRAFTSYS

Coupler Code A A057 SE60CC SE60CC - Type E (Rule 16) -

SE60CC

DRAFTSYS

Coupler Style B B058 D D - Double Shelf DRAFTSYS

Coupler Style A B058 D D - Double Shelf DRAFTSYS

Inches of Travel B B061 DRAFTSYS

Inches of Travel A B061 DRAFTSYS

Draft System Type

B B073 S S - Standard Draft Gear

DRAFTSYS

Draft System Type

A B073 S S - Standard Draft Gear

DRAFTSYS

Draft Gear Grp/Cush Un Pk

B B562 DRAFTSYS

Draft Gear Grp/Cush Un Pk

A B562 DRAFTSYS

Cushion Unit Type

B B563 DRAFTSYS

Cushion Unit Type

A B563 DRAFTSYS

Service Brake Valve CID

1 B357 8WMR340005943

8WMR340005943

SERVVALVE

Service Valve COTS Date

1 B564 0623 0623 SERVVALVE

Serv Valve OEM Warr Date

1 B565 SERVVALVE

Service Valve Part Number

1 B566 592905CSC 592905CSC SERVVALVE

Emergency Brake Valve CID

1 B354 8RIC0003511396 8RIC0003511396 EMERVALVE

Emergency Valve COTS Date

1 B567 0520 0520 EMERVALVE

Emerg Valve OEM Warr Date

1 B568 EMERVALVE

Emerg Valve Part Number

1 B569 771535R 771535R EMERVALVE

Display Unit Report

Equipment ID: DODX0000014416

Equipment Group: TANK

Date and Time: 01/08/2024 - 05:15:34 PM EST

Flags Legend

Mandatory Value

ETC-Gen

Rating

General Element Name ID Flags DB Value Formatted Value Conflict

Status Code USCD A A - ACTIVE

Mechanical Designation UMMD T T - Tank

Equipment Type Code UMET T105 T105

Maint of Way Service Type B403

Built Date BLDT 19780201 02/01/1978

Tank Built Date A298 19780201 02/01/1978

Orig Cert of Constr Nbr A183 F781013 F781013

Rebuilt / ILS Date RBDT

Owner UMOW DODX DODX

Lessee LESE

Maintenance Party MNPT DODX DODX

Mark Owner Category B201 B B - US Private

Prior Equipment ID PRID

Last Update Date B122 20230417 04/17/2023

Equipment Add Date B082 19000101 01/01/1900

Status Change Reason USCR M M - Movement

Status Change Date USCT 20080125 01/25/2008

Extended Service A096 E E - Built new from July 1,1974, Qualified for 50 Years Service

End of Service Date B078 20280201 02/01/2028

Do Not Load After B590 20280102 01/02/2028

Equipment Identification EINN 0008745597 0008745597

Info Conflict Status B355

Conflict Status B050

Date of Original Conflict B063

Next Conflict Status B135

Notice Indicator B137

Conflict Status Next Date B062

Rate Indicator A070 2 2 - Private Mileage Rate

Private Zero Rate B150

First Movement Date USAT 20080116 01/16/2008

Equipment Add Company B083

Registration Reason B174 N N - New

Restencil Program Ind B177

Non-Compliant Wheelsets B544

Pseudo Equipment Group B547

Weight Element Name ID Flags DB Value Formatted Value Conflict

Gross Rail Load/Weight A266 263000 263000 lb

Tare Weight A259 61900 61900 lb

Load Limit LDLT 201100 201100 lb

Weighing Status A289 A A - Actual

Weighing Date A288 19780201 02/01/1978

Gallonage Capacity A297 20870 20870 usgl

Star Code A247

Qual for Inc GRL B344

Dimension Element Name ID Flags DB Value Formatted Value Conflict

Plate Code A046 B B - Plate Code B

Outside Length OSLG 595 49 ft 7 in

Outside Extreme Width A186 126 10 ft 6 in

Outside Extreme Height A185 175 14 ft 7 in

Outside Height Extr Width A187 42 3 ft 6 in

Truck Center Length A276 479 39 ft 11 in

Specification

Element Name ID Flags DB Value Formatted Value Conflict

Truck Count B256 2 2

Axle Count A024 4 4

Wheel Bearing Type B191 R R - Roller

Bearing Shielded From HBD B021

Brake Shoe Type B026 H H - High Friction Composite

CC Side Bearing Type A146 LC LC - Long Travel Constant Contact

Empty/Load Device Eqpd B075

Remote Monitoring Device B176 N N - No

AEI High Temperature Tag B006

Compartment Count A052 1 1

Connected Unit Count A020

Intermediate Conn Style B115

Operating Brakes A182 1 1 - 1

ECP Brake Type B327

ECP Brake Builder B328

Slack Adjuster Group B538

Brake Cylinder Mount Type B540

Equipment Builder A035

Builder Lot Code B030

Built Country B031

Rebuilt Country B170

FRA Reflectorization B096

Tank Major Class B207 10 10 - General Service Carbon Steel Tank Welded or Riveted Includes Rubber Lined

CPC-1232 Compliant B522

Stub Sill Variation B526 N N - Non-Continuous

Restricted under TC-PD-34 B527 Y Y - Yes

Design Shipping Cont Spec A072

Stenciled Shipping Spec A237 111A100W1 111A100W1 - Major Class 10/18 - DOT 111A100W1

Stub Sill Design Type A251 ACF270 ACF270 - ACF270 Stub Sill Design

Tank Lining Material A315

Tank Head Thickness A255 0.0000 0.0000 9.9999 in

Tank Head Mat Spec A254 1997UNK 1997UNK - Unknown, built prior to 7/1/1997

Tank Head Material Norm B203 Z Z - Unknown

Tank Shell Material Spec A257 1997UNK 1997UNK - Unknown, built prior to 7/1/1997

Tank Shell Thickness A258 0.0000 0.0000 9.9999 in

Tank Shell Material Norm B208 Z Z - Unknown

Coil Material X111

Coils Exterior/Interior X109

Head Protection Thickness B105

Head Protection Type A118

Jacket Material Category B204 U U - UNEQUIPPED

Jacket Thickness B541

Insulatn/Thrmal Prot Type A142

Insulation Thickness B259

Bottom Outlet/Fitting Typ A308 Z Z - Unknown, built prior to 7/1/1997

Bottom Outlet Count B142 0 0

Bottom Outlet Valve Type B542

Btm Outlet Vlv Actuation B543

Bottom Fitting Protection A153 Z Z - Unknown, built prior to 7/1/1997

Top Fittings Protection A264 Z Z - Unknown, built prior to 7/1/1997

Safety Relief Device Cnt A181

Safety Relief Device Type A230 Z Z - Unknown, built prior to 7/1/1997

Safety Vent w/Surge Prot A231 Z Z - Unknown, built prior to 7/1/1997

PWHT Not Reworked B280

PWHT Re-stress Relieved B279

Year Tank Qualified B240 2013 2013

Tank Qualification Due B241 2023 2023

Thickness Qualified Year B246 2013 2013

Thickness Qualified Due B247 2023 2023

Service Equip Qualified B242 2013 2013

Service Equipment Due B243 2023 2023

Pressure Relief Vlv Qual B244 2013 2013

Pressure Relief Valve Due B245 2023 2023

Air Hose Arrangement B524

4-Pressure ABT Recvr Eqpd B539

Thermal Protection System B555

Cost Element Name ID Flags DB Value Formatted Value Conflict

Original Cost A184 30250 30250 usd

Ledger Value A150 30250 30250 usd

Total A&B A003

Ind for Pos/Neg Total A&B A128

Car Management Element Name ID Flags DB Value Formatted Value Conflict

Pool Number P001 0000000 0000000

Pool Control TCPC

User Routing Instructions TCUR

Umler Transportation Code TCOD

Transportation Cond Code TCCD

Mechanical Restriction TCME

Mech Restriction Reason TCMR

Sys Gen Routing Inst TCGR

Loading Auth Fleet Status B597

Train Service Element Name ID Flags DB Value Formatted Value Conflict

286K Aprvd COC/FRA Waiver B098

Restricted Speed Empty B180

Restricted Speed Loaded B181

Shove Car To Rest B189

Shove Adj. Car To Rest B188

Train Position Sensitive B211

End of Train Only B277

Check Trailing Tonnage B044

Curve Negotiate Exception B178

Loaded Net Braking Ratio B551 8.5 8.5 - 8.5

Ownr-Prvd Ld Net Brkng Ro B552

Empty Braking Ratio B553 36.1 36.1

Ownr-Prvd Empty Brkng Ro B554

Miscellaneous Element Name ID Flags DB Value Formatted Value Conflict

Umler Effective Date EFDT 20090901 09/01/2009

Inspection Due Dates Element Name ID Flags DB Value Formatted Value Conflict

ABT Due Date (Repair Trk) DU13 20210516 05/16/2021

ABT 5-8 Year Due Date DU58 20240516 05/16/2024

Inspection Air Brake Test (ABT) Element Name ID Flags DB Value Formatted Value Conflict

Air Brake Test Device B523 A A - Automatic (Non 4- Pressure)

Inspection Date Done DTDN 20190516 05/16/2019

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 405580000 405580000

Inspection Reflectorization Event (REF) Element Name ID Flags DB Value Formatted Value Conflict

Inspection Date Done DTDN 20110701 07/01/2011

Inspection Performer PERF CF CF

Inspection Reporter REPT DODX DODX

Location/SPLC SPLC 407737000 407737000

Inspection Emergency Brake Valve Inspection (EBI) Element Name ID Flags DB Value Formatted Value Conflict

Emer Valve COTS Date B573 1118 1118

Emerg Valve Part No B575 730131 730131

Emerg Valve Location B577 4 4

Inspection Date Done DTDN 20190516 05/16/2019

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 405580000 405580000

Inspection Service Brake Valve Inspection (SBI) Element Name ID Flags DB Value Formatted Value Conflict

Service Valve COTS Date

B570 1118 1118

Service Valve Part No B572 704147 704147

Service Valve Location B576 4 4

Inspection Date Done DTDN 20190516 05/16/2019

Inspection Performer PERF NS NS

Inspection Reporter REPT NS NS

Location/SPLC SPLC 405580000 405580000

Component Flat View Element Name Loc ID Flags DB Value Formatted Value Conflict Comp.

Axle Spacing Distance

01 B020 70 70 - 70 Inches in AXLESPACE

Axle Spacing Distance

02 B020 70 70 - 70 Inches in AXLESPACE

Truck Axle Count B B252 2 2 TRUCK

Truck Axle Count A B252 2 2 TRUCK

Journal Size B A147 F F - 6-1/2 X 12 TRUCK

Journal Size A A147 F F - 6-1/2 X 12 TRUCK

Wheel Diameter B A294 36 36 - 36 Inches TRUCK

Wheel Diameter A A294 36 36 - 36 Inches TRUCK

Stability Device Equipped

B B199 Y Y - Yes TRUCK

Stability Device Equipped

A B199 Y Y - Yes TRUCK

Coupler Code B A057 SE60CC SE60CC - Type E (Rule 16) -

SE60CC

DRAFTSYS

Coupler Code A A057 SE60CC SE60CC - Type E (Rule 16) -

SE60CC

DRAFTSYS

Coupler Style B B058 D D - Double Shelf DRAFTSYS

Coupler Style A B058 D D - Double Shelf DRAFTSYS

Inches of Travel B B061 DRAFTSYS

Inches of Travel A B061 DRAFTSYS

Draft System Type

B B073 S S - Standard Draft Gear

DRAFTSYS

Draft System Type

A B073 S S - Standard Draft Gear

DRAFTSYS

Draft Gear Grp/Cush Un Pk

B B562 DRAFTSYS

Draft Gear Grp/Cush Un Pk

A B562 DRAFTSYS

Cushion Unit Type

B B563 DRAFTSYS

Cushion Unit Type

A B563 DRAFTSYS

Service Brake Valve CID

4 B357 8NYR070000816

8NYR070000816

SERVVALVE

Service Valve COTS Date

4 B564 1118 1118 SERVVALVE

Serv Valve OEM Warr Date

4 B565 SERVVALVE

Service Valve Part Number

4 B566 704147 704147 SERVVALVE

Emergency Brake Valve CID

4 B354 8NYR150002369

8NYR150002369

EMERVALVE

Emergency Valve COTS Date

4 B567 1118 1118 EMERVALVE

Emerg Valve OEM Warr Date

4 B568 EMERVALVE

Emerg Valve Part Number

4 B569 730131 730131 EMERVALVE

Standard Bid Form Format Page 1 of 4

DGS-30-220 Standard Bid Form Format (Rev. 07/22)

BID FORM

DATE: [Bidder fill in Date]

PROJECT: Fort Barfoot Petroleum Operations Sustainment Training Site Rail Tanker Car

(RTC) Placement, Fort Barfoot, BlackstoneVa

Project Code: 24-82849

To: Commonwealth of Virginia

Department of Military Affairs

Directorate of Public Works, Building T0234

MTC, Fort Pickett, Blackstone, VA, 23824-9000

In compliance with and subject to your Invitation for Bids and the documents therein specified, all of which are incorporated herein by reference, the undersigned bidder proposes to furnish all labor, equipment, and materials and perform all work necessary for construction of this project, in accordance with the Plans and Specifications dated January 9, 2024, and the Addenda noted below, as prepared by Fort Barfoot Department of Public Works for the consideration of the following amount:

BASE BID :

PART A.

Lump sum price for construction of the building within a perimeter extending 5 feet from the walls of the building, complete, to include movement and site work in accordance with the

Plans and Specifications:

PART A = ________________________________________ Dollars ($ ).

Standard Bid Form Format Page 2 of 4

TOTAL BASE BID AMOUNT (Sum of PART A) IS:

_______________________________________________________ DOLLARS ($ )

Contract award will be based on the TOTAL BASE BID AMOUNT shown above (including any properly submitted bid modifications) plus as many Additive Bid Items taken in sequence as the Owner in its discretion decides to award.

Code of Virginia, § 2.2-4376.2 shall be applicable to the Work of the Contract.

The undersigned understands that time is of the essence and agrees that the time for Substantial

Completion of the entire project shall be 60 consecutive calendar days from the date of commencement of the Work as specified in the Notice to Proceed, and Final Completion shall be achieved within 30 consecutive calendar days after the date of Substantial Completion as determined by the A/E.

Acknowledgment is made of receipt of the following Addenda:

If notice of acceptance of this bid is given to the undersigned within 30 days after the date of opening of bids, or any time thereafter before this bid is withdrawn, the undersigned will execute and deliver a contract in the prescribed form (Commonwealth of Virginia Contract Between Owner and Contractor, Form CO-9) within 10 days after the contract has been presented to him for signature. The required payment and performance bonds, on the forms prescribed, shall be delivered to the Owner along with the signed Contract.

Immigration Reform and Control Act of 1986: The undersigned certifies that it does not and shall not during the performance of the Contract for this project violate the provisions of the Federal

Immigration Reform and Control Act of 1986, which prohibits employment of illegal aliens, or knowingly employ an unauthorized alien as defined in the Federal Immigration Reform and Control

Act of 1986.

DISQUALIFICATION OF CONTRACTORS: By signing this bid or proposal, the undersigned certifies that this Bidder or any officer, director, partner or owner is not currently barred from bidding on contracts by any Agency of the Commonwealth of Virginia, or any public body or agency of another state, or any agency of the federal government, nor is this Bidder a subsidiary or affiliate of any firm/corporation that is currently barred from bidding on contracts by any of the same. We have attached an explanation of any previous disbarment(s) and copies of notice(s) of reinstatement(s).

Either the undersigned or one of the following individuals, if any, is authorized to modify this bid prior to the deadline for receipt of bids by writing the modification and signing his name on the face of the

Standard Bid Form Format Page 3 of 4 bid, on the envelope in which it is enclosed, on a separate document, or on a document which is telefaxed to the Owner:

I certify that the firm name given below is the true and complete name of the bidder and that the bidder is legally qualified and licensed by the Virginia Department of Professional and Occupational Regulation, Board for Contractors, to perform all Work included in the scope of the Contract.

Virginia License No.: ______________ Bidder: ______________________________ (Name of Firm)

Contractor Class: ________________ By:___________________________________ (Signature)

Specialty: _______________________ Valid until: ______________________

FEIN/SSN: _____________________ Title: _______________________________

If General Partnership (List Partners' Names)

Business Address:

Telephone # ________________________

FAX # _______________________________

If Corporation, affix Corporate Seal & list State of Incorporation

State: _____________________________

(Affix Seal)

Standard Bid Form Format Page 4 of 4

Virginia State Corporation Commission ID No.: _______________; or

If Contractor is a foreign business entity not required to be authorized to transact business in the

Commonwealth under Titles 13.1 or 50 of the Code of Virginia, or as otherwise required by law, please provide an explanation as to why such entity is not required to be so authorized: ____________________

[Agency Small Business Participation Requirement:] % 42 (optional)

Contractor’s Proposed Small Business Participation: % [Contractor insert percentage]

(required)

DGS-30-272

(Rev. 04/15)

PREBID QUESTION FORM

(Use separate Form for each question submitted.)

Date:

Project Title: Fort Barfoot Petroleum Operations Sustainment Training Site Rail Tank Car (RTC) Placement

Project Code No.: 24-82849

The following question concerns Drawing Sheet (number) :

The following question concerns Specifications Section (number) , page _________, paragraph _______:

All responses to questions will be made by Addendum.

Question submitted by:

Name Organization

Bidders shall submit form to:

Name Organization

Email address:

or FAX No.: ( )