I-26 Corridor Improvement from Near Exit 136 to Exit 145.pdf

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

NOTICE TO CONTRACTORS

For September 09, 2026

Letting Location:

SCDOT Headquarters Building

Conference Room 331 955 Park Street, Columbia, SC

Electronic Bids for the contracts listed herein will be publicly opened. All bid totals will be printed and posted on the SCDOT web site, Bid Express, and the Construction Extranet immediatley after bids are opened.

The following items will be made available on August 9, 2026 unless otherwise noted:

• Proposal bid forms on the Bid Express website (www.bidx.com)

• Construction Standards can be found under Business via SCDOT web site (www.scdot.org)

Access the Construction Extranet (https://www.scdot.org/business/constructionletting-extranet.aspx). for the following items:

• Proposals

• Plans

• Announcements

• Bids as Received

• CPM Schedule Templates

• Contractor Discussin Board

Contractors are encouraged to utilize the Discussion Board to make contact with other Prime and Subcontractors to request/offer quotes. There is no charge to access this site, but you must register for a user name and password.

Certain projects will require bidders to have a minimum quarterly CPS (Contractor Performance Score) issued by SCDOT. These projects will be noted accordingly to include the minimum score and quarter issued. Contractors wishing to verify their CPS may call SCDOT Construction Data Support at (803)737- 2031.

Hardcopy plans and proposals are available via Engineering Publications:

o Printed upon request only, call ahead for pickup orders o Located in room G23 SCDOT Headquarters o Email PlanStorage@scdot.org /Phone (803)737-4533/ Fax (803)737-4530 o Proposals are $15 and Plans are $2 per sheet o Cash, check, money order, VISA/MC accepted payable to SCDOT (No refunds) o Contractors do not have to buy plans to be able to bid o The Voluntary Plan Holders List is available on BIDX.

Please contact the Contract Administration Office at (803)737-7469 with all Letting related questions.

Notice

Call Number: 010 SC File Number: 5777250

This proposal includes utility work under Section 105: Public Utility Relocation and requires the use of a contractor from the SCDOT prequalified utility contractor list (see the next page). This is a material requirement of the solicitation. Any bid that does not utilize a contractor included on this list at the time of bid submission will be considered nonresponsive and will not be considered for award.

Contractors seeking to be added to the prequalified utility contractor list for this proposal must submit a completed Utility Subcontractor Approval Form, signed by the utility owner, to SCDOT no later than seven (7) days prior to the letting. The Utility Subcontractor Approval Form is available on the SCDOT Construction Extranet and included within the proposal documents. Upon approval, the prequalified contractor list will be updated and issued by amendment to the proposal.

Requests received after this deadline will not be considered for that letting.

Utility worksheets are included within the proposal documents. For the apparent low bidder, utility worksheets and prequalified utility subcontractor names must be submitted to Contract Administration via email at ContractAdmin@scdot.gov within three (3) business days following the letting.

CALHOUN COUNTY

WATER SYSTEM RELOCATIONS

INTERSTATE 26 - MM 137-146

Prequalified Contractors:

SCOOT Project No. P041362 HPG File No. 22055

Date: November 4, 2025

1. G.H. Smith Construction, Inc.

430 Shuler Court Columbia, SC 29212 803-622-5139 Contact: J eny Smith

2. CBG Inc.

500 State Road 424 Gaston, South Carolina 29053

(803) 791-8457 Contact: Kyle Godley

3. Barwick Plumbing Co., LLC 15 E Clark Street Pinewood, South Carolina 29125

(803) 452-5755 Contact: Adam Barwick

WHERE EASY LIVING MEETS OPPORTUNITY

102 Courthouse Drive I St. Matthews, SC 29135 I (803} 874-2435 I calhouncounty.sc.gov

ORANGEBURG DPU WATER DIVISION 2025

PREQUALIFIED CONTRACTOR’S LIST

Carolina Tap & Bore 2430 Morningside Drive West Columbia, SC 29169 803-739-7056(office) / 803-600-5365(cell) Mr. Richard Young

G.H. Smith Construction, Inc 430 Shuler Court Columbia, SC 29212 803-622-5139(cell) / 803- 781-5460, FAX 803- 781-1644

GD5, WL5, WP5, G-16126

Mr. Jerry Smith ghsmithconst@aol.com

Porth Contracting 151 Beacon Light Rd St. Matthews, SC 29135 SC Contractors License # 96595 (803)378-4466 (C) Mr. Chris Owens c.s.owens.co@gmail.com

McClam & Associates, Inc.

1642 Holy Trinity Church Road Little Mountain, SC 29075

(803) 345-9194, FAX (803) 345-5362

GD5, WL5, G-10203

Mr. Jesse McClam jmcclam@mcclam.net

R. H. Moore Construction 10601 Hwy 707 | PO Box 830 Murrells Inlet SC 29576

(843) 650-2155 Office Mr. Kevin Moore kevinmoore@rhmoorecompany.com

LAD Construction, LLC 221 Martin Neese Road Swansea, SC 29160

GD5, WL5, WP5

(803) 568-2196 (O) Mr. Mike

CBG, Inc 500 Frontage Road Gaston, SC 29053

(803) 791-8457 (O), (803) 201-1546 (C)

GD5, WL5, WP5

Mr. Benjamin Godley bgodley@cbgsitework.com

Shady Grove Construction, LLC 1540 Dutch Fork Road Irmo, SC 29063

GD5, WL5, WP5

(803) 781-2516 (O), (803) 572-2700 (C) Mrs. Dana McCall Danamccall77@yahoo.com

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 1

South Carolina Department of Transportation 8/3/2026

SC File NO(S).: 5777250

DBE Goal Percent: 0.00%

Approx. Length (miles):18.0000

CO(S).: Calhoun Orangeburg Description: I-26 CORRIDOR IMPROVEMENT FROM NEAR

EXIT 136 TO EXIT 145

Completion Date: 6/30/2030 Days Funding: FED

ITEMS OF WORK INCLUDE THE FOLLOWING:

P041362P041362PCN: Project No.:

Description Quantity Units

MOBILIZATION 1.000 LS

MOBILIZATION - SUBCONTRACTOR 1.000 LS

BRIDGE CONSTRUCTION ACCESS 1.000 LS

BONDS AND INSURANCE 1.000 LS

RAILROAD INSURANCE NS 1.000 LS

CONSTRUCTION STAKES, LINES & GRADES 1.000 EA

UTILITY STAKING 1.000 LS

SMALL PUBLIC WATER RELOCATION NO. ____ CALHOUN COUNTY WATER

SYSTEM

1.000 EA

LARGE PUBLIC WATER RELOCATION NO. ____ ORANGEBURG DPU WATER

DIVISION

1.000 EA

CROSS SLOPE VERIFICATION 1.000 LS

LAW ENFORCEMENT OFFICER (DPS) 10,000.000 HR

CPM PROGRESS SCHEDULE 1.000 LS

CLEARING & GRUBBING WITHIN RIGHT OF WAY 1.000 LS

REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LS

REMOVAL & DISPOSAL OF CONTAMINATED SOIL 100.000 TON

REMOVAL & DISPOSAL OF CONTAMINATED LIQUIDS 400.000 GAL

REMOVAL & DISPOSAL ITEM NO. 01 1.000 LS

REMOVAL & DISPOSAL ITEM NO. 02 1.000 LS

REMOVAL & DISPOSAL ITEM NO. 03 1.000 LS

REMOVAL & DISPOSAL ITEM NO. 04 1.000 LS

REMOVAL & DISPOSAL ITEM NO. 05 1.000 LS

REMOVAL & DISPOSAL OF EXISTING PAVEMENT 1,613.000 SY

REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 109,518.000 SY

REMOVAL OF EXIST. GUARDRAIL 13,602.000 LF

REMOVAL & DISPOSAL OF CABLE BARRIER 41,847.000 LF

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 2 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 2

Description Quantity Units

REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 4'X6' 1.000 EA

REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X4' 1.000 EA

REMOVAL & DISPOSAL OF EXISTING CULVERT(__)'X(__) 6'X6' 1.000 EA

REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 10'X8' 2.000 EA

REMOVAL & DISPOSAL OF EXISTING TRIPLE CULVERT(__)'X(__) 8'X6' 1.000 EA

UNCLASSIFIED EXCAVATION 785,387.617 CY

BORROW EXCAVATION 835,713.568 CY

BORROW PIT SET-UP 1.000 LS

MUCK EXCAVATION 65,294.000 CY

18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 8,490.550 LF

24" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 2,314.350 LF

30" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 1,195.700 LF

36" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 155.000 LF

42" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 37.950 LF

48" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 4.000 LF

54" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 7.350 LF

GEOTEXTILE, SEPARATION 13,000.000 SY

GEOGRID REINFORCEMENT (UNIAXIAL) 1,660.000 SY

GEOGRID STABILIZATION 13,000.000 SY

GEOTEXTILE SOIL REINFORCEMENT 1,175.000 SY

STRUCTURE EXCAVATION FOR CULVERTS 15,325.000 CY

STRUCTURE EXCAVATION FOR RETAINING WALL 19,715.000 CY

WET & DRY EXCAVATION FOR BRIDGES 3,479.000 CY

TEMPORARY SHORING SYSTEM 09 71.000 LF

TEMPORARY SHORING SYSTEM 10 70.000 LF

TEMPORARY SHORING SYSTEM 11 54.000 LF

TEMPORARY SHORING SYSTEM 12 71.000 LF

TEMPORARY SHORING SYSTEM 13 68.000 LF

TEMPORARY SHORING SYSTEM 14 160.000 LF

TEMPORARY SHORING SYSTEM 15 160.000 LF

TEMPORARY SHORING SYSTEM 16 40.000 LF

TEMPORARY SHORING SYSTEM 17 40.000 LF

TEMPORARY SHORING SYSTEM 18 40.000 LF

TEMPORARY SHORING SYSTEM 19 40.000 LF

TEMPORARY SHORING SYSTEM 20 405.000 LF

TEMPORARY SHORING SYSTEM 21 180.000 LF

TEMPORARY SHORING SYSTEM 22 180.000 LF

TEMPORARY SHORING SYSTEM 23 102.000 LF

TEMPORARY SHORING SYSTEM 24 102.000 LF

TEMPORARY SHORING SYSTEM 25 83.000 LF

TEMPORARY SHORING SYSTEM 26 83.000 LF

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 3

Description Quantity Units

TEMPORARY SHORING SYSTEM 27 120.000 LF

TEMPORARY SHORING SYSTEM 28 120.000 LF

TEMPORARY SHORING SYSTEM 29 142.000 LF

TEMPORARY SHORING SYSTEM 30 141.000 LF

TEMPORARY SHORING SYSTEM 31 141.000 LF

TEMPORARY SHORING SYSTEM 32 100.000 LF

TEMPORARY SHORING SYSTEM 33 30.000 LF

TEMPORARY SHORING SYSTEM 34 203.000 LF

TEMPORARY SHORING SYSTEM 35 17.000 LF

TEMPORARY SHORING SYSTEM 36 19.000 LF

TEMPORARY SHORING SYSTEM 37 170.000 LF

TEMPORARY SHORING SYSTEM 38 400.000 LF

TEMPORARY SHORING SYSTEM 39 470.000 LF

TEMPORARY SHORING SYSTEM 40 34.000 LF

TEMPORARY SHORING SYSTEM 41 58.000 LF

TEMPORARY SHORING SYSTEM 42 358.000 LF

TEMPORARY SHORING SYSTEM 43 260.000 LF

TEMPORARY SHORING SYSTEM 44 170.000 LF

TEMPORARY SHORING SYSTEM 45 396.000 LF

TEMPORARY SHORING SYSTEM NO. 1 01 99.000 LF

TEMPORARY SHORING SYSTEM NO. 2 02 53.000 LF

TEMPORARY SHORING SYSTEM NO. 3 03 74.000 LF

TEMPORARY SHORING SYSTEM NO. 4 04 47.000 LF

TEMPORARY SHORING SYSTEM NO. 5 05 95.000 LF

TEMPORARY SHORING SYSTEM NO. 6 06 36.000 LF

TEMPORARY SHORING SYSTEM NO. 7 07 81.000 LF

TEMPORARY SHORING SYSTEM NO. 8 08 37.000 LF

STONE BRIDGE LIFT MATERIAL 7,000.000 TON

GRANULAR BRIDGE LIFT MATERIAL 1,381.000 CY

OVERHAUL 235,190.000 CYHM

FINE GRADING 506,032.000 SY

FLOWABLE FILL 618.000 CY

DEWATERING SYSTEM NO. 1 1.000 LS

DEWATERING SYSTEM NO. 2 1.000 LS

DEWATERING SYSTEM NO. 3 1.000 LS

DEWATERING SYSTEM NO. 4 1.000 LS

DEWATERING SYSTEM NO. 5 1.000 LS

DEWATERING SYSTEM NO. 6 1.000 LS

GRADED AGGREGATE BASE COURSE (6" UNIFORM) 457,263.000 SY

GRADED AGGREGATE BASE COURSE (8" UNIFORM) 46,354.000 SY

MAINTENANCE STONE 140.000 TON

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 4

Description Quantity Units

HMA SHOULDER WIDENING COURSE 400.000 TON

PRIME COAT 128,362.590 GAL

LIQUID ASPHALT BINDER PG64-22 19,732.000 TON

LIQUID ASPHALT BINDER PG76-22 5,447.000 TON

FULL DEPTH ASPH. PAV. PATCHING 12"UNIF 2,500.000 SY

MILLING EXISTING ASPHALT PAVEMENT 2.0" 284,973.000 SY

MILLING EXISTING ASPHALT PAVEMENT 4.0" 46,571.000 SY

MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 2,340.000 SY

ASPHALT BASE COURSE - TYPE A 219,049.000 TON

ASPHALT BASE COURSE - TYPE B 38,732.500 TON

ASPHALT INTERMEDIATE COURSE TYPE B 155,817.350 TON

ASPHALT SURFACE COURSE TYPE B 21,450.100 TON

ASPHALT SURFACE COURSE TYPE E 13,477.000 TON

DRIVEWAY PAVING-SURFACE TYPE B 400.000 TON

STONE MATRIX ASPHALT SURFACE COURSE - 9.5 MM 85,519.000 TON

TRAFFIC CONTROL 1.000 LS

MAINTENANCE OF TRAFFIC 1.000 LS

BARRICADE - TYPE III 2,096.000 LF

PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 10,055.000 SF

PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 3-70 MPH 46.000 EA

ANCHOR KIT - PORT. ATTENUATOR(TEST LEVEL 3) 70MPH 327.000 EA

TEMPORARY CONCRETE BARRIER - UNANCHORED 111,150.000 LF

TEMP CONC. BARR W/ ANCHOR FOR ROADWAY SURFACES 3,730.000 LF

TEMP CONC BARRIER WITH ANCHORAGE FOR BRIDGE DECKS 1,200.000 LF

TEMPORARY POLYETHYLENE WATER-FILLED BARRIER 650.000 LF

CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER 67.000 EA

TEMPORARY GLARE SCREENS FOR TRAFFIC CONTROL 28,000.000 LF

PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" WHITE BROKEN LINES 19,230.000 LF

PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 4" YELLOW BROKEN LINES 1,145.000 LF

PAVEMENT MARKINGS(TEMP-THERMOPLASTIC) 6" WHITE BROKEN LINES 329,480.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-4"WHITE SOLID LINE 403,065.000 LF

PAVEMENT MARKING(TEMP.-THERMOPLASTIC)4" YELLOW SOLID LINES 433,550.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-6"WHITE SOLID LINE 1,908,685.000 LF

PAVEMENT MARKINGS(TEMP-THERMOPLASTIC)-6" YELLOW SOLID LINES 1,709,145.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-8"WHITE SOLID LINE 50,000.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)12"WHITE SOLID LINE 62,785.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)24"WHITE SOLID LINE 4,565.000 LF

PAVEMENT MARKINGS (TEMP-THERMOPLASTIC) 24” X 36” WHITE TRIANGLE

YIELD BAR

5,000.000 LF

PAVEMENT MARKING(TEMPORARY-THERMOPLASTIC)-WHITE SINGLE ARROW 23.000 EA

PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE LANE DROP ARROWS 3.000 EA

PAVEMENT MARKINGS(TEMPORARY-THERMOPLASTIC)-WHITE WORD 'ONLY 21.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 5

Description Quantity Units

TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.- 4"X4" 16,500.000 EA

TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 2,080.000 EA

4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 19,230.000 LF

6" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 329,480.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 403,065.000 LF

6" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 1,908,685.000 LF

12" WHITE SOLID LINES - FAST DRY PAINT 62,785.000 LF

24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 4,565.000 LF

4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 1,145.000 LF

4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 433,550.000 LF

6"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 1,709,145.000 LF

4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 1,732.000 LF

6" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 63,248.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 58,377.000 LF

6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 133,054.000 LF

24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 755.350 LF

WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 23.000 EA

WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 21.000 EA

WHITE COMBINATION ARROWS(STR&RT.OR STR&LT)THERMO-125MIL 6.000 EA

WHITE LANE DROP ARROW(LT.OR RT.)THERMO-125MIL 3.000 EA

4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 30,629.000 LF

6" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 130,985.000 LF

6"YELLOW SOLID LINES ON CURB/MED.-HIGH BUILD PAINT-25 MIL. 1,248.000 LF

PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 850.000 EA

PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 1,050.000 EA

PERM.RED/CLEAR PAVEMENT MARKERS BI-DIR. - 4"X 4" 9,630.000 EA

MILLED-IN RUMBLE STRIP 36.676 MI

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID 3,130.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"WH.SOLID 1,820.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. 1,745.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)6"YEL.SOL. 1,854.000 LF

FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 1,188.000 SF

FLAT SHEET, TYPE III, SIZE DETERMINED BY MSG 496.750 SF

FLAT SHEET, TYPE XI, SIZE DETERMINED BY MSG, OVERHEAD 363.500 SF

MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON SPAN WIRE 12.000 EA

F&I MOUNTING ASSEMBLY FOR F.S. SIGN ERCTD ON MAST ARM 12.000 EA

EXTRUDED PANEL SIGNS - GROUND MOUNTED EXTRUDED 1,009.250 SF

EXTRUDED PANEL SIGNS- MOUNTED OVERHEAD 2,313.750 SF

REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-01 ON ROH-

1.000 EA

REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-15A ON ROH-

1.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 6

Description Quantity Units

REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-15B ON ROH-

1.000 EA

REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-16A ON ROH-

1.000 EA

REMOVAL OF OVERHEAD SIGN NO.(____)ON STRUC.NO.(_____) OH-16B ON ROH-

1.000 EA

U-SECTION POST FOR SIGN SUPPORTS - 2P 512.000 LF

U-SECTION POST FOR SIGN SUPPORTS - 3P 2,056.000 LF

U-SECTION POST FOR SIGN BRACING - 2P 270.670 LF

BREAK-AWAY SIGN SUPPORTS 25,077.000 LB

REMOVAL OF I-BEAM SUPPORTS 74.000 EA

DELINEATORS, SINGLE, MONO., INCL. SUPPORTS 120.000 EA

DELINEATORS, DOUBLE, MONO., INCL. SUPPORTS 59.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-02 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-03 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-04 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-05 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-06 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-07 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-08 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-09 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-10 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-11 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-12 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) OH-13 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) SW-01 1.000 EA

OVERHEAD SIGN STRUCTURE NO.(____) SW-02 1.000 EA

REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-01 1.000 EA

REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-15 1.000 EA

REMOVAL OF OVERHEAD SIGN STRUCTURE NO.(____) ROH-16 1.000 EA

FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 200.000 LF

FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 9,106.600 LF

FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 80.000 LF

FURNISH ADDITIONAL CONDUIT WITHIN DIRECTIONAL BORE 913.000 LF

FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) 494.000 LF

FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 1,560.000 LF

FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 1,520.000 LF

FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 5,600.000 LF

FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL 4.000 EA

F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 5.000 EA

F&I-17"X30"X24"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 12.000 EA

FURNISH & INSTALL 40' WOOD POLE - CLASS II-CCA TREATED(0.60) 13.000 EA

FURNISH & INSTALL 3/8" BACK GUY FOR WOOD POLE 25.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 7

Description Quantity UnitsEA

FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 1,580.000 LF

FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 8.000 EA

VARIABLE MESSAGE SIGN (PERMANENT WITH STRUCTURE) 4.000 EA

F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 01 4.000 EA

FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 2.000 EA

FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 01 35.000 EA

F&I - COUNTDOWN PEDESTRIAN SIGNAL HEAD 8.000 EA

F&I - 1-WAY-1SECT.(COUNTDOWN HAND/MAN EMBLEM)PED.SIG.HEAD 8.000 EA

F&I-PED PUSH BUT.SOLID STATE W/ TONE ASSEM 9"X15"&SIGN (R-10-3E or R10- 4a)

8.000 EA

F&I VEHICLE TRAFFIC SINGAL HEAD MOUNTING ASSEMBLY FOR MAST ARM 14.000 EA

BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 37.000 EA

REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000 LS

TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 8.000 EA

FURNISH & INSTALL CONCRETE CABINET FOUNDATION 4.000 EA

FURNISH & INSTALL RADAR FOR STOP BAR DETECTION, INC 150' CABLE &

MOUNTING HARDWARE

8.000 EA

FURNISH & INSTALL CABINET INTERFACE COMPONENTS FOR RADAR

DETECTION

2.000 EA

FURNISH & INSTALL RADAR DETECTION CABLE TO CROSS ROADWAY 3,580.000 LF

POWDERCOATING PER MAST ARM OVER GALVANIZED 4.000 EA

DESIGN, FURNISH & INSTALL STEEL POLE WITH TWIN MAST ARMS INCLUDING

FOUNDATION 01

2.000 EA

DESIGN, FURNISH & INSTALL STEEL POLE WITH MAST ARM INCLUDING

FOUNDATION

2.000 EA

POWDERCOATING OPTION FOR 10' ALUMINUM PEDESTAL POLE 8.000 EA

WORK ZONE ITS 1.000 LS

CONC. FOR STRUCTURES - CLASS 4000 10,692.400 CY

CONC. FOR STRUCTURES - CLASS 4000(CULVERT) 89.200 CY

GROOVED SURFACE FINISH 14,648.000 SY

REINF. STEEL FOR STRUCTURES (ROADWAY) 10,922.000 LB

REINF. STEEL FOR STRUCTURES (BRIDGE) 2,512,874.000 LB

HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 11,030.000 LB

PRESTRESSED CONC. BEAM (TYPE II) 2,035.000 LF

PRESTRESSED CONC. BEAM (TYPE III) 5,802.600 LF

PRESTRESSED CONCRETE BULB TEE BEAM(63"MOD.) 2,552.900 LF

PRESTRESSED CONCRETE BULB TEE BEAM(65"MOD.) 4,206.300 LF

42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 4,953.300 LF

56" CONCRETE MEDIAN BARRIER (TL-5)-BRIDGE 1 350.000 LF

STRUCTURAL STEEL (WEATHERING TYPE) 1.000 LS

STRUCTURE DRAINAGE SYSTEM 1.000 LS

DYNAMIC PILE ANALYZER TEST SET-UP DYNAMIC PILE ANALYZER TEST SETUP 67.000 EA

PILE DRIVING SET-UP 526.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 8

Description Quantity Units

PREST. CONC. PILING (24"SQ.) 2,104.000 LF

PILE BUILD-UP PREPARATION (24"SQ) 6.000 EA

PREDRILLING FOR PREST. CONC. PILING (24"SQ.) 1,258.000 LF

PRESTRESSED INDEX PILING (24" SQUARE) 140.000 LF

PRESTRESSED PILE POINT (HP12X53) 306.000 LF

REINF. PILE TIPS (HP12 X 53) 34.000 EA

PREDRILLING FOR STEEL PILE (HP14 X 89) 960.000 LF

REINF. PILE TIPS (HP14 X 117) 34.000 EA

STEEL H BEARING PILING (HP14 X 89) 46,959.000 LF

STEEL H BEARING INDEX PILING (HP14 X 89) 3,470.000 LF

STEEL H BEARING PILING (HP14 X 117) 3,064.000 LF

STEEL H BEARING INDEX PILING (HP14X 117) 200.000 LF

MECH. STAB.EARTH RETAINING WALL BACKFILL(GRANULAR) 17,545.000 CY

MECHANICALLY STABILIZED EARTH RETAINING WALL(PANEL FACING) BRIDGE 22,225.000 SF

COPING FOR MSE RETAINING WALL(BRIDGE) 1,603.000 LF

18" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 1,939.000 LF

24" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 1,543.000 LF

30" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 926.000 LF

36" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 1,037.000 LF

42" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 483.000 LF

48" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 166.000 LF

54" REINFORCED CONCRETE PIPE (CLASS V SPECIAL)TRENCHLESS 197.000 LF

18" SMOOTH WALL PIPE 19,331.000 LF

24" SMOOTH WALL PIPE 5,935.000 LF

30" SMOOTH WALL PIPE 3,704.000 LF

36" SMOOTH WALL PIPE 333.000 LF

42" SMOOTH WALL PIPE 253.000 LF

48" SMOOTH WALL PIPE 4.000 LF

54" SMOOTH WALL PIPE 49.000 LF

LINE EXISTING 18" PIPE 428.000 LF

LINE EXISTING 24" PIPE 2,073.000 LF

LINE EXISTING 30" PIPE 422.000 LF

LINE EXISTING 36" PIPE 234.000 LF

LINE EXISTING 48" PIPE 106.000 LF

CLEANING EXISTING PIPE 1,842.000 LF

CATCH BASIN - TYPE 1 SPECIAL 7.000 EA

CATCH BASIN -TYPE 9 5.000 EA

CATCH BASIN TYPE 25 - SINGLE 4' X 6' BOX 13.000 EA

CATCH BASIN T-25 - SINGLE 4' X 6' BOX W/MOD. BOX NO.(___) 01 12.000 EA

CATCH BASIN TYPE 25 - DOUBLE 4' X 8' BOX 57.000 EA

CATCH BASIN T-25 - DOUBLE 4' X 8' BOX W/MOD. BOX NO.(___) 01 38.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 9

Description Quantity Units

CATCH BASIN -TYPE 16 3.000 EA

CATCH BASIN -TYPE 17 3.000 EA

DROP INLET (24" X 36") 5.000 EA

DROP INLET TYPE 112 62.000 EA

DROP INLET TYPE 112 WITH 4X4 BOX 5.000 EA

DROP INLET TYPE 112 WITH 5X5 BOX 3.000 EA

DROP INLET TYPE 112 WITH 6X6 BOX 2.000 EA

DROP INLET TYPE 115 WITH STANDARD 5' X 5' BOX 3.000 EA

MANHOLE 11.000 EA

48" X 48" JUNCTION BOX 12.000 EA

60" X 60" JUNCTION BOX 2.000 EA

EXTRA DEPTH OF BOX 60.000 LF

CONCRETE COLLAR FOR UP TO 24" PIPE 25.000 EA

CONCRETE COLLAR FOR UP TO 36" PIPE 3.000 EA

CONCRETE COLLAR FOR UP TO 48" PIPE 1.000 EA

CATCH BASIN T-17 (CONVERT C.B. TYPE 5) 1.000 EA

JUNCTION BOX - CONVERT CB T-12 5.000 EA

BEVELING OF PIPE END 51.000 EA

4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 355.000 LF

CONCRETE GUTTER-TYPE 6 5,000.000 LF

CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 1,988.000 LF

CONCRETE SIDEWALK(4" UNIFORM) 2,952.000 SY

CONCRETE MEDIAN 265.000 SY

7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 7 294.000 LF

7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 8 246.000 LF

7'X 7' P.C. BOX CULVERT {AASHTO M-259} FH = 9 301.000 LF

ELASTOMERIC BEARING 406.000 EA

WATERPROOFING 549.300 SY

AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 3,728.000 TON

RIP-RAP (CLASS A) 1,283.000 TON

RIP-RAP (CLASS B) 2,908.000 TON

RIP-RAP (CLASS C) 3,042.000 TON

RIP-RAP (CLASS D) 118.000 TON

SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) 7,215.000 SY

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE B 2,516.000 SY

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE C 125.000 SY

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B 6,632.000 SY

PREMASH W-BEAM STRONG POST SYSTEM WSP3 7,450.000 LF

MT3 LEADING END TREATMENT TL3 32.000 EA

MT2 LEADING END TREATMENT TL2 17.000 EA

PREMASH W-BEAM BRIDGE CONN TL2 WBBC2 14.000 EACH

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 10

Description Quantity Units

MEDIAN CABLE BARRIER 7,493.000 LF

MB TRAILING END TREATMENT 27.000 EA

MGS3 GR STANDARD SHOULDER 19,187.500 LF

PREMASH TRAILING W-BEAM TYPE B 12.5' 9.000 EA

CABLE BARRIER END ANCHOR 10.000 EA

PREMASH THRIEBEAM BRIDGE CONN TBBC3 1.000 EA

MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 21.000 EA

MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 10.000 EA

FLUME INLET AT GUARDRAIL (HANDWORK) 32.000 EA

NON-MOW STRIP UNDER GUARDRAIL 354.120 SY

PREMASH W-BEAM TIGHT CURVED SYSTEM 207.670 LF

PREMASH W-BEAM MEDIUM SHOP BENT SYSTEM 755.750 LF

PREMASH SHORT TRIEBEAM BRIDGE CON TBBC2 2.000 EA

PREMASH TYPE T TL2 LEADING 25FT 9.000 EA

PREMASH TYPE T TL3 LEADING 50' 2.000 EA

2' CRASH CUSHION 3A 3.000 EA

36SS REINFORCED BARRIER WALL 11,996.000 LF

46SS REINFORCED BARRIER WALL 10,613.000 LF

56SS REINFORCED BARRIER WALL 25,569.000 LF

56ZOI VF BARRIER MEDIAN SYSTEM 730.000 LF

FRENCH DRAIN AND WEEP SYSTEM 1,874.000 LF

CONC BARR TRANSITION BETWEEN TWO SHAPES 40.000 LF

WOVEN WIRE FENCE - TYPE 6 WITH 2 STRANDS BARBED 34,600.000 LF

BRIDGE FENCE 1.000 LS

72" CHAIN LINK FENCE 72" CHAIN-LINK FENCE 108,562.000 LF

TEMPORARY BARRIER FENCE (ORANGE) 9,040.000 LF

MOVING ITEM NO. 01 1.000 LS

MOVING ITEM NO. 02 1.000 LS

MOVING ITEM NO. 03 1.000 LS

MOVING ITEM NO. 04 1.000 LS

MOVING ITEM NO. 05 1.000 LS

MOVING ITEM NO. 06 1.000 LS

MOVING ITEM NO. 07 1.000 LS

MOVING ITEM NO. 08 1.000 LS

MOVING ITEM NO. 09 1.000 LS

MOVING ITEM NO. 10 1.000 LS

MOVING ITEM NO. 11 1.000 LS

MOVING ITEM NO. 12 1.000 LS

MOVING ITEM NO. 13 1.000 LS

MOVING ITEM NO. 14 1.000 LS

RIGHT OF WAY MARKER(REINFORCED CONCRETE) 321.000 EA

Call No.: 010 Letting Date: September 09, 2026 Letting Time: 2:00 pm Page: 11

Description Quantity Units

RIGHT OF WAY MARKER(REBAR AND CAP) 321.000 EA

RIGHT OF WAY PLAT 1.000 LS

PERMANENT COVER 309.044 ACRE

TEMPORARY COVER 154.522 ACRE

FERTILIZER (NITROGEN) 32,445.280 LB

FERTILIZER (PHOSPHORIC ACID) 32,445.280 LB

FERTILIZER (POTASH) 32,445.280 LB

AGRICULTURAL GRANULAR LIME 772,176.000 LB

SELECTIVE WATERING 334,261,583.

GAL

MOWING 927.132 ACRE

TURF REINFORCEMENT MATTING (TRM) TYPE 1 14.150 MSY

TEMPORARY EROSION CONTROL BLANKET (ECB) 263.225 MSY

HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 1 481.920 ACRE

HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 160.640 ACRE

HYDR.EROS.CONTRL.PROD.(HECP) - TYPE 1 AS TRACER UNDER TRM 53.430 ACRE

INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 672.000 LF

INLET STRUCTURE FILTER- TYPE F (NON-WEIGHTED) 672.000 LF

SEDIMENT TUBES FOR DITCH CHECKS 19,437.000 LF

SILT FENCE 56,100.000 LF

REPLACE/REPAIR SILT FENCE 5,610.000 LF

FLOATING TURBIDITY BARRIER-MEDIUM DUTY 500.000 SF

CLEANING SILT BASINS 10,599.000 CY

REMOVAL OF SILT RETAINED BY SILT FENCE 14,025.500 LF

INLET FILTER CLEANING 132.000 EA

INLET STRUCTURE FILTER - TYPE D1 27.000 EA

FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D1 54.000 EA

INLET STRUCTURE FILTER - TYPE B 45.000 EA

INLET STRUCTURE FILTER - TYPE D2 45.000 EA

FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 47.000 EA

AGGREGATE NO.5 OR 57 FOR EROSION CONTROL 463.000 TON

STABILIZED CONSTRUCTION ENTRANCE 8,633.000 SY

TEMPORARY FLEXIBLE PIPE SLOPE DRAIN - 8" 4,460.000 LF

82SS REINFORCED BARRIER WALL 9,857.000 LF

97SS REINFORCED BARRIER WALL 4,188.000 LF

BAT EXCLUSION DEVICE 12.000 EA

BAT EXCLUSION DEVICE MAINTENANCE 12.000 EA

ON-THE-JOB TRAINEE (ROADWAY) 76,440.000 HR

ON-THE-JOB TRAINEE (BRIDGE) 11,440.000 HR

Notice is hereby given that in addition to the Standard Specifications for Highway Construction, Edition of 2025, the "Supplemental Specifications", and the "Project Special Provisions", the following govern SCDOT Highway Lettings:

STATUTES, CODES, AND REGULATIONS. The Federal-Aid Projects embraced in this advertisement contemplates the expenditure of funds pursuant to Title 23, United States Code, "Highways.

The Contractor's attention is called to the fact that the SC Department of Transportation, in accordance with the provisions of Title VI of the Civil Rights Act of 1964 (78) Sta. 252 and the Regulations of the Federal Highway Administration (15 C.F.R., Part 8), issued pursuant to such act, hereby notifies all bidders that it will affirmatively insure that in any contract entered into pursuant to this advertisement minority business enterprises will be afforded full opportunity to submit bids in response to this invitation and will not be discriminated against on the grounds of race, color, sex, religion or national origin in consideration for award. All bidders on Federal Aid Projects must comply with the Instructions to Bidders and Special Provision covering Disadvantaged and Women Business Enterprise (DBE/WBE) included as a part of the proposal.

Attention is directed to the Fair Labor Standards Act of 1938, as amended. Contractors will be responsible for carrying out all of the provisions of this Act, which may affect these contracts. Attention is also called to the fact that any Federal Aid Project or Projects included in this notice will be subject to the Work Hours and Safety Act of 1962 as amended, PL 87-581, PL 91-54 and implementing regulations.

PREQUALIFICATION. The Contractor's attention is called to the requirements of the SC Department of Transportation for Prequalification. ONLY CONTRACTORS WHO HAVE BEEN ISSUED A

PREQUALIFICATION CERTIFICATE BY THE SC DEPARTMENT OF TRANSPORTATION WILL BE

ALLOWED TO SUBMIT BIDS. Information concerning prequalification can be obtained at the Contracts Administration office, Room 332 in the Headquarters building, 955 Park Street, Columbia, SC, or by contacting Maria Devito at (803)737-2043 or Prequal@scdot.org.

BID BONDS FOR SCDOT WORK. Unless otherwise indicated in the advertisement, no proposal will be considered unless accompanied by a bid bond in the amount of 5% of the APPROXIMATE BID AMOUNT, written by a SURETY satisfactory to the Department, properly executed in South Carolina Department of Transportation Form 674 (furnished by the Department in each proposal).

SUBMISSION OF BID BONDS. Bid Bonds must be submitted electronically, utilizing the Bid Bonds feature within the BidX Bid Form. The Bond ID number must be provided on the Surety 2000 or Tinubu (SurePath) Network electronic bond form. NO OTHER FORM OF PROPOSAL GUARANTY WILL BE ACCEPTED.

IRREGULAR ELECTRONIC BIDS. Electronic bids may be declared irregular for any of the following reasons:

1. In the schedule of Prices,

(a) alteration of a part of bid item except for the unit price; or

(b) failure to enter a bid item unit price; or

(c) a bid item unit price is not in the proper form or is incomplete.

2. In the DBE Folder, when a project has a DBE goal, in the DBE's subcontractors information, work items, unit prices, or the other required information has not been entered in the proper form fields or is incomplete.

3. In the PROPOSAL FORM,

(a) the box at the end of the form indicating acknowledgement and acceptance of the conditions set forth in the form is not checked.

4. In the Bid Bond section of the PROPOSAL FORM, the required information for appropriate form fields is not furnished.

5. A properly executed Bid Bond is not furnished in accordance with the selected manner of submission.

TIME OF THE LETTING. The Contract Administrator, or designee, at the site of the letting shall be the sole judge of determining the local time and the arrival of the designated time for the opening and reading of the bids.

THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO REJECT

ANY OR ALL PROPOSALS AND WAIVE ANY TECHNICALITIES.

MINIMUM WAGE RATES FOR FAP CONTRACTS HAVE BEEN PREDETERMINED BY THE SECRETARY

OF LABOR IN ACCORDANCE WITH THE TERMS OF THE DAVIS BACON ACT AS AMENDED AND THE

FEDERAL HIGHWAY ACT OF 1956, AND LATER ACTS, AND THESE RATES WILL BE SET FORTH IN

THE PROPOSAL FORM. THIS CONTRACT IS ALSO SUBJECT TO THE WORK HOURS AND SAFETY

ACT OF 1962 AS AMENDED, PL 87-581, PL 91-54, AND IMPLEMENTING REGULATIONS.

CONTRACTORS ATTENTION IS ALSO CALLED TO THE FEDERAL REQUIREMENTS GOVERNING

SPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES, WHICH WILL BE INCLUDED IN

THIS CONTRACT.

Information in this notice is the latest available at the time of its publication. The information contained in the proposals, plans, and any addenda issued shall govern over this notice. Quantities shown herein are approximate for information only and should not be used for bidding purposes. The Department reserves the right to change these quantities without notice.

Issued by: Travis Driggers Contract Administrator