S-12 Bridge Replacement Over L_C Railroad.pdf

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Attached to
Bridge Replacement on S-12 Over L&C Railroad (Federal Funding)
Solicitation number
P041176 & P041177
Issued by
Lexington County, South Carolina

About this file

S-12 Bridge Replacement Over L&C Railroad

This document is a project description for the South Carolina Department of Transportation regarding bridge replacement services in Lancaster County. The project involves the complete replacement of the existing bridge structure on S-12 that spans over the L&C Railroad. The scope of work encompasses demolition of the current bridge, design and engineering services, and construction of a new replacement bridge to current standards and specifications. The project is located in Lancaster County, South Carolina, and represents a significant infrastructure improvement initiative requiring comprehensive planning, design, and construction phases.

The project is federally funded, indicating that funding requirements and compliance standards are subject to federal transportation regulations and grant requirements. The replacement bridge must meet all applicable federal, state, and local design standards, safety requirements, and environmental regulations. This infrastructure project aims to improve transportation connectivity and safety in the Lancaster County area while maintaining or enhancing the capacity and functionality of the S-12 corridor crossing over the L&C Railroad.

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SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION

NOTICE TO CONTRACTORS

For November 10, 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 October 10, 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.

Call No.: 130 Letting Date: November 10, 2026 Letting Time: 2:00 pm Page: 1

South Carolina Department of Transportation 10/7/2026

SC File NO(S).: 2974700

DBE Goal Percent: 0.00%

Approx. Length (miles):0.5800

CO(S).: Lancaster Description: S-12 (SPRINGDALE RD) BRIDGE

REPLACEMENT OVER L AND C RR

Completion Date: 11/30/2027 Days Funding: FED

ITEMS OF WORK INCLUDE THE FOLLOWING:

P041176P041176PCN: Project No.:

P041177P041177PCN: Project No.:

Description Quantity Units

MOBILIZATION 1.000 LS

BONDS AND INSURANCE 1.000 LS

RAILROAD INSURANCE 01 1.000 LS

CONSTRUCTION STAKES, LINES & GRADES 2.000 EA

UTILITY RELOCATION NO. ____ 01 1.000 EA

UTILITY STAKING 1.000 LS

SMALL PUBLIC WATER RELOCATION NO. ____ 01 1.000 EA

SMALL PUBLIC SEWER RELOCATION NO. ____ 01 1.000 EA

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 EXISTING PAVEMENT 1,777.000 SY

REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 155.000 SY

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

UNCLASSIFIED EXCAVATION 3,104.000 CY

BORROW EXCAVATION 22,193.000 CY

GEOGRID REINFORCEMENT (UNIAXIAL) 1,995.000 SY

WET & DRY EXCAVATION FOR BRIDGES 485.000 CY

TEMPORARY SHORING SYSTEM 290.000 LF

FINE GRADING 3,962.000 SY

FLOWABLE FILL 1.600 CY

MAINTENANCE STONE 462.000 TON

LIQUID ASPHALT BINDER PG64-22 305.832 TON

MILLING EXISTING ASPHALT PAVEMENT 2.0" 369.000 SY

MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 543.000 SY

ASPHALT BASE COURSE - TYPE A 1,605.000 TON

ASPHALT BASE COURSE - TYPE B 540.000 TON

ASPHALT INTERMEDIATE COURSE TYPE B 2,148.184 TON

ASPHALT INTERMEDIATE COURSE TYPE C 317.730 TON

ASPHALT SURFACE COURSE TYPE B 926.000 TON

ASPHALT SURFACE COURSE TYPE C 302.685 TON

ASPHALT SURFACE COURSE TYPE E 60.900 TON

Call No.: 130 Letting Date: November 10, 2026 Letting Time: 2:00 pm Page: 2

Description Quantity Units

DRIVEWAY PAVING-SURFACE TYPE C 292.000 TON

TRAFFIC CONTROL 1.000 LS

BARRICADE - TYPE III 168.000 LF

PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 256.000 SF

PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) 140.000 SF

TYPE B - FLASHING LIGHT 32.000 EA

PAVEMENT MARKING(TEMPORARY-EPOXY)-4"WHITE SOLID LINE 380.000 LF

PAVEMENT MARKING(TEMP.-EPOXY)4" YELLOW SOLID LINES 380.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES) EPOXY PAINT SLOW CURE 776.000 LF

4"YELLOW SOLID LINES-PVT.EDGE&NO PASSING ZONE - EPOXY PAINT SLOW

CURE

776.000 LF

4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 130.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 4,140.000 LF

6" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 108.000 LF

8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 129.000 LF

24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 156.000 LF

4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 108.000 LF

4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 3,634.000 LF

PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 32.000 EA

FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 158.410 SF

U-SECTION POST FOR SIGN SUPPORTS - 2P 114.000 LF

U-SECTION POST FOR SIGN SUPPORTS - 3P 195.000 LF

REMOVAL OF WOOD POST 1.000 EA

FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 1,560.000 LF

INSTALL FLAT SHEET SIZE DETERMINED BY MESSAGE-GROUND MOUNT 9.000 SF

CONC. FOR STRUCTURES - CLASS 4000 1,030.100 CY

CONC. FOR STRUCTURES - CLASS 4000DS 3.000 CY

GROOVED SURFACE FINISH 1,368.000 SY

REINF. STEEL FOR STRUCTURES (BRIDGE) 253,502.000 LB

HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 6,006.000 LB

PRESTRESSED CONCRETE FLORIDA I-BEAM(36") 774.000 LF

PRESTRESSED CONCRETE FLORIDA I-BEAM(45") 739.200 LF

42" MASH CONCRETE BARRIER PARAPET/RAILING WALL HAND FORMED 01 396.000 LF

42" MASH CONCRETE BARRIER PARAPET/RAILING WALL 380.000 LF

PILE DRIVING SET-UP 15.000 EA

REINF. PILE TIPS (HP14 X 73) 10.000 EA

REINF. PILE TIPS (HP14 X 89) 5.000 EA

STEEL H BEARING PILING (HP14 X 73) 545.000 LF

STEEL H BEARING PILING (HP14 X 89) 215.000 LF

MICROPILE SET-UP 58.000 EA

MICROPILES INSTALLED IN SOIL 1,909.000 LF

MICROPILES INSTALLED IN ROCK 1,508.000 LF

Call No.: 130 Letting Date: November 10, 2026 Letting Time: 2:00 pm Page: 3

Description Quantity Units

VERIFICATION LOAD TEST 4.000 EA

PROOF LOAD TEST 6.000 EA

DRILLED SHAFT SET-UP 3.000 EA

CROSSHOLE SONIC LOGGING SETUP 3.000 EA

DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER 30.500 LF

DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER 42.400 LF

CONSTRUCTION CASING - 48" DIAMETER 48.400 LF

18" RC PIPE CUL.-CLASS III 176.000 LF

18" RC PIPE CUL.-CLASS V 350.000 LF

18" SMOOTH WALL PIPE 449.000 LF

CLEANING EXISTING PIPE 128.000 LF

DRILLED PILE SET-UP 5.000 EA

SOIL EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER 85.000 LF

ROCK EXCAVATION FOR DRILLED PILE FOUNDATIONS - 30" DIAMETER 15.000 LF

CATCH BASIN -TYPE 16 4.000 EA

DROP INLET (24" X 36") 3.000 EA

DROP INLET (24" X 36") WITH STANDARD 4' X 4' BOX 1.000 EA

MANHOLE 1.000 EA

PRECAST CONCRETE RISER - 48" DIAMETER 5.000 LF

PRECAST CONCRETE DRAINAGE BASE - 48" 1.000 EA

EXTRA DEPTH OF BOX 4.500 LF

MANHOLE-CONVERT D.I. 24"X 36" 1.000 EA

ACCESSIBLE DRAINAGE GRATE FOR ADA 1.000 EA

BEVELING OF PIPE END 3.000 EA

4' SLOPE FLUME (6" CURB STYLE WITH CUTOFFS) 34.000 LF

CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 201.340 LF

CONCRETE SIDEWALK(4" UNIFORM) 38.000 SY

ELASTOMERIC BEARING 50.000 EA

WATERPROOFING 60.800 SY

AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 330.000 TON

RIP-RAP (CLASS A) 176.000 TON

RIP-RAP (CLASS B) 808.000 TON

SLOPE PROTECTION-4" CONCRETE(FIBER REINFORCED) 940.000 SY

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 1,422.000 SY

MT3 LEADING END TREATMENT TL3 4.000 EA

MT2 LEADING END TREATMENT TL2 4.000 EA

MGS3 GR STANDARD SHOULDER 250.000 LF

MGS3CS GR COMPRESSED SHOULDER 325.000 LF

MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 4.000 EA

MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 4.000 EA

FLUME INLET AT GUARDRAIL (HANDWORK) 2.000 EA

Call No.: 130 Letting Date: November 10, 2026 Letting Time: 2:00 pm Page: 4

Description Quantity Units

NON-MOW STRIP UNDER GUARDRAIL 370.000 SY

BRIDGE FENCE 1.000 LS

TEMPORARY BARRIER FENCE (ORANGE) 650.000 LF

RIGHT OF WAY MARKER(REBAR AND CAP) 38.000 EA

RIGHT OF WAY PLAT 1.000 LS

PERMANENT COVER 2.548 ACRE

TEMPORARY COVER 1.687 ACRE

COMPOST 221.833 CY

STRAW OR HAY MULCH WITH TACKIFIER 4.282 ACRE

FERTILIZER (NITROGEN) 254.800 LB

FERTILIZER (PHOSPHORIC ACID) 254.800 LB

FERTILIZER (POTASH) 254.800 LB

AGRICULTURAL GRANULAR LIME 5,096.000 LB

SELECTIVE WATERING 108,600.000 GAL

MOWING 8.469 ACRE

TURF REINFORCEMENT MATTING (TRM) TYPE 1 0.050 MSY

TURF REINFORCEMENT MATTING (TRM) TYPE 2 0.495 MSY

TEMPORARY EROSION CONTROL BLANKET (ECB) 0.857 MSY

HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 4.257 ACRE

INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 85.000 LF

SILT FENCE 5,600.000 LF

REPLACE/REPAIR SILT FENCE 560.000 LF

FLOATING TURBIDITY BARRIER-MEDIUM DUTY(5'DEPTH) 55.000 LF

CLEANING SILT BASINS 42.000 CY

REMOVAL OF SILT RETAINED BY SILT FENCE 1,400.000 LF

INLET FILTER CLEANING 3.000 EA

CLEANING INLET STRUCTURE FILTERS 7.000 EA

INLET STRUCTURE FILTER - TYPE B 7.000 EA

INLET STRUCTURE FILTER - TYPE A 48.000 LF

AGGREGATE NO.5 OR 57 FOR EROSION CONTROL 17.000 TON

STABILIZED CONSTRUCTION ENTRANCE 1,100.000 SY

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

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