south carolina department of transportation notice … · 2018-09-05 · • ebs (electronic...

Electronic Bids for the contracts listed herein will be publicly opened. All bid totals will be printed and postedon the SCDOT web site, Bid Express, and the Construction Extranet. Visitors are welcome and should signin at the Park Street entrance. Please contact the Contract Administration Office at (803)737-1750 with allLetting related questions.

The following items will be made available on September 11, 2018 unless otherwise noted:• EBS (Electronic Bidding System) files via Bid Express website• Hardcopy plans & proposals will be printed upon request only via Engineering Publications

o Located in room G23 SCDOT Headquarterso Phone (803)737-4533/ Fax (803)737-4530 Call ahead for pickup orderso Cash, check, money order, VISA/MC accepted (Payable to SCDOT. No refunds)

Access the Construction Extranet for the following items:• Plans• Announcements• Bids as Received• CPM Schedule Templates

Contractors are encouraged to utilize the Extranet Discussion Board to make contact with other Prime andSubcontractors to request/offer quotes. There is no charge to access this site, but you must register for auser name and password. See link for details http://www.scdot.org/doing/constructionletting_extranet.aspx.

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 quarterissued. Contractors wishing to verify their CPS may call SCDOT Construction Data Support at(803)737-1656.

The SCDOT Standard Drawings are available for download at http://www.scdot.org/doing/road.aspx

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.

SOUTH CAROLINADEPARTMENT OF TRANSPORTATION

NOTICE TO CONTRACTORSFOR

REGULAR HIGHWAY LETTINGOctober 09, 2018

Letting Location: SCDOT Headquarters Building

Conference Room 331 955 Park Street Columbia, SC

Call No.: 010 1Page:

South Carolina Department of Transportation 8/30/2018

0115050SC File NO(S).:

October 09, 2018

02:00 PM

Letting Date: CO(S).: Abbeville DBE Goal Percent: 8.00%

Completion Date:

Description: S-32 BRIDGE REPLACEMENT OVER LITTLERIVER

6/30/2020

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$28.00

$0.00

$15.00

Approx. Length (miles):

ITEMS OF WORK INCLUDE THE FOLLOWING:

Cost of BridgePlans: $34.00

Letting Time:

0.4220

BR010120031134XPCN: 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

CONSTRUCTION STAKES, LINES & GRADES 2.000 EA

TRAFFIC CONTROL 1.000 LS

CPM PROGRESS SCHEDULE 1.000 LS

CLEARING & GRUBBING WITHIN RIGHT OF WAY 1.000 LS

REMOVAL OF STRUCTURES & OBSTRUCTIONS 1.000 LS

REMOVAL & DISPOSAL ITEM NO. 001 1.000 LS



REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 1,420.000 SY

REMOVAL OF EXIST. GUARDRAIL 512.000 LF

REMOVAL & DISPOSAL OF EXISTING BRIDGE 1.000 LS

UNCLASSIFIED EXCAVATION 2,928.000 CY

BORROW EXCAVATION 11,817.000 CY

MUCK EXCAVATION 100.000 CY

GEOTEXTILE, SEPARATION 100.000 SY

GEOGRID REINFORCEMENT (UNIAXIAL) 650.000 SY

STRUCTURE EXCAVATION FOR CULVERTS 430.000 CY

NO. 57 STONE FOR BACKFILL 100.000 TON

FINE GRADING 6,064.000 SY

MAINTENANCE STONE 700.000 TON

HOT MIX ASPHALT BASE COURSE - TYPE B 1,601.000 TON

LIQUID ASPHALT BINDER PG64-22 167.000 TON

FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 750.000 SY

MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 60.000 SY

MILLED-IN RUMBLE STRIP 0.690 MI

HOT MIX ASPHALT INTERMEDIATE COURSE TYPE C 1,430.000 TON




HOT MIX ASPHALT SURFACE COURSE TYPE D 406.000 TON

HOT MIX ASPH. CONC. SURF. CR. FOR DITCH PAVING 12.000 TON

PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 312.000 SF

PERMANENT CONSTRUCTION SIGNS (BARRICADE MOUNTED) 70.000 SF

4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 4,410.000 LF

4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 4,410.000 LF

BARRICADE - TYPE 3 84.000 LF

TYPE B - FLASHING LIGHT 16.000 EA

PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 55.000 EA

FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 1,684.000 LF

CONC. FOR STRUCTURES - CLASS 4000 665.500 CY

CONC. FOR STRUCTURES - CLASS 4000(CULVERT) 150.800 CY

COMPRESSION SEAL JOINT 75.600 LF

GROOVED SURFACE FINISH 1,540.000 SY

REINF. STEEL FOR STRUCTURES (ROADWAY) 23,970.000 LB

REINF. STEEL FOR STRUCTURES (BRIDGE) 201,233.000 LB

HOOP REINFORCING STEEL FOR STRUCTURES (BRIDGE) 10,408.000 LB

PRESTRESSED CONC. BEAM (TYPE III) 1,880.000 LF

CONCRETE BRIDGE BARRIER PARAPET 776.000 LF

CONCRETE BRIDGE BARRIER PARAPET TRANSITION 4.000 EA

PILE DRIVING SET-UP 10.000 EA

REINF. PILE TIPS (HP14 X 73) 10.000 EA

STEEL H BEARING PILING (HP14 X 73) 460.000 LF

DRILLED SHAFT SET-UP 6.000 EA

DRILLED SHAFT WITH ROCK EXCAVATION - 42" DIAMETER 150.000 LF

DRILLED SHAFT WITH WET & DRY EXCAVATION - 48" DIAMETER 144.000 LF

CONSTRUCTION CASING - 48" DIAMETER 144.000 LF

18" SMOOTH WALL PIPE 160.000 LF

BRIDGE APPROACH CONCRETE CURB AND GUTTER(1'-10") 40.000 LF

ELASTOMERIC BEARING 40.000 EA

CROSSHOLE SONIC LOGGING SETUP 6.000 EA

AGGREGATE UNDERDRAIN(AGG#789)WITH 4"PERF.PIPE FOR STRUC 100.000 TON

6" PERFORATED PIPE UNDERDRAIN 500.000 LF

6" UNDERDRAIN END PROTECTOR 2.000 EA

RIP-RAP (CLASS A) 60.000 TON

RIP-RAP (CLASS B) 972.000 TON

RIP-RAP (CLASS C) 219.000 TON

GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 2,360.000 SY

MT3 LEADING END TREATMENT TL3 6.000 EA

GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25’ POST SPACING 25.000 LF

STEEL BEAM GUARDRAIL (THRIE) 75.000 LF

MGS3 GR STANDARD SHOULDER 1,175.000 LF




MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 4.000 EA

BARBED WIRE FENCE - 1 STRAND 370.000 LF

BARBED WIRE FENCE - 4 STRANDS 600.000 LF

RIGHT OF WAY MARKER(REBAR AND CAP) 40.000 EA

RIGHT OF WAY PLAT 1.000 LS

PERMANENT COVER 4.000 ACRE

TEMPORARY COVER 6.400 ACRE

COMPOST 1,133.000 CY

FERTILIZER (NITROGEN) 400.000 LB

FERTILIZER (PHOSPHORIC ACID) 400.000 LB

FERTILIZER (POTASH) 400.000 LB

AGRICULTURAL GRANULAR LIME 8,000.000 LB

SELECTIVE WATERING 54,300.000 GAL

MOWING 8.430 ACRE

WATERPROOFING (SUBSTRUCTURE-SECOND METHOD) 24.800 SY

TURF REINFORCEMENT MATTING (TRM) TYPE 1 0.321 MSY

TEMPORARY EROSION CONTROL BLANKET (ECB) 1.941 MSY

HYDRAULIC EROSION CONTROL PRODUCT (HECP) - TYPE 3 10.400 ACRE

SEDIMENT TUBES FOR DITCH CHECKS 268.000 LF

SILT FENCE 3,105.000 LF

REPLACE/REPAIR SILT FENCE 311.000 LF

SILT BASINS 300.000 CY

REMOVAL OF SILT RETAINED BY SILT FENCE 776.000 LF

DITCH CHECK 160.000 TON

AGGREGATE NO.5 OR 57 FOR EROSION CONTROL 100.000 TON

STABILIZED CONSTRUCTION ENTRANCE 550.000 SY




October 09, 2018

02:00 PM

Letting Date: CO(S).: Allendale DBE Goal Percent: 12.00%

Completion Date:

Description: ALLENDALE US 301 UNIVERSITY MILE -SHOULDER IMPROVEMENTS

7/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$67.00

$0.00

$15.00




Letting Time:

0.8230

P028532P028532PCN: Project No.:






CLEARING & GRUBBING WITHIN ROADWAY 1.000 LS

REMOVAL & DISPOSAL OF EXISTING PAVEMENT 2,060.000 SY

SITE EXCAVATION 1.000 LS

FLOWABLE FILL 450.000 CY


MILLING EXISTING ASPHALT PAVEMENT 2.0" 33,895.000 SY

HOT MIX ASPHALT SURFACE COURSE TYPE B 3,770.000 TON

IMPRINTED ASPHALT WITH SURFACE COATING 1,230.000 SY

PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 2,800.000 SF

4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 3,936.000 LF




8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 2,760.000 LF

24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 562.000 LF

WHITE SINGLE ARROWS (LT, STRGHT, RT) THERMO.-125 MIL. 26.000 EA

WHITE WORD MESSAGE "ONLY" -THERMOPLASTIC - 125 MIL. 13.000 EA

RAILROAD CROSSING SYMBOLS - THERMOPLASTIC - 125 MIL. 2.000 EA

HANDICAP SYMBOL - THERMOPLASTIC - 125 MIL. 6.000 EA

4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 2,920.000 LF


BIKE LANE SYMBOL -PREFORMED THERMO - 60MIL 26.000 EA

BIKE LANE ARROW - PREFORMED THERMO - 60MIL 42.000 EA


FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 425.000 SF

U-SECTION POST FOR SIGN SUPPORTS - 3P 1,000.000 LF




FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 259.000 LF



FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 1,693.000 LF

FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 2,478.000 LF

FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 880.000 LF

FURNISH & INSTL NO. 14 COPPER WIRE,1-CONDUCTOR FOR LOOP WIRE 1,714.000 LF

SAWCUT FOR LOOP DETECTOR 596.000 LF

FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL 1.000 EA

F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 6.000 EA


F&I 13"X28' STEEL STRAIN POLE ON EXISTING FOUNDATION 4.000 EA

FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 422.000 LF

FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 6.000 EA

F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 001 1.000 EA

FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 002 8.000 EA

F&I - 1-WAY-1SECT.HAND/MAN EMBLEM PEDESTRIAN SIGNAL HEAD 8.000 EA

F&I-PED PUSH BUTTON MICRO ASSEMBLY(9"X15")AND SIGN(R-10-3E or R10-4a) 8.000 EA

BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 8.000 EA

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

REMOVE FOUNDATION FOR STEEL STRAIN POLE - 18" BELOW GRADE 3.000 EA

FURNISH & INSTALL CONCRETE CABINET FOUNDATION 1.000 EA

POWDERCOATING OPTION FOR 10' ALUMINUM PEDESTAL POLE 6.000 EA


BRICK SIDEWALK (MORTARLESS) 70.000 SY

CATCH BASIN -TYPE 1 CB - TYPE 1 12.000 EA

CATCH BASIN -TYPE 16 3.000 EA

MANHOLE 6.000 EA

CONCRETE CURB AND GUTTER(1'-6") VERTICAL FACE 3,050.000 LF

CONCRETE SIDEWALK(4" UNIFORM) 2,035.000 SY

DETECTABLE WARNING MATERIAL 670.000 SF

CONCRETE DRIVEWAY(6" UNIFORM) 265.000 SY

PEDESTRIAN RAMP CONSTRUCTION 1,325.000 SY

MOVING ITEM NO. 001 1.000 LS



RIGHT OF WAY MARKER(REINFORCED CONCRETE) 20.000 EA


SABAL PALMETTO 14' - 16' HEIGHT PALMETTO 14´- 16´ HT. 21.000 EA

TREE WATERING BAG SYSTEM 21.000 EA

SODDING - CENTIPEDE GRASS 1,660.000 SY

INLET STRUCTURE FILTER - TYPE F (WEIGHTED) 400.000 LF




INLET STRUCTURE FILTER- TYPE F (NON-WEIGHTED) 400.000 LF

CLEANING INLET STRUCTURE FILTERS 21.000 EA





October 09, 2018

02:00 PM

Letting Date: CO(S).: Charleston DBE Goal Percent: 3.50%

Completion Date:

Description: S-28 @ S-53 ROUNDABOUT

10/31/2020

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$45.00

$0.00

$15.00




Letting Time:

0.1440

SA100100041072RD01PCN: Project No.:



BRIDGE CONSTRUCTION ACCESS 1.000 LS



UTILITY RELOCATION NO. ____ 001 1.000 EA


LEVEL 3 - EARTH-BORNE VIBRATION MONITORING 1.000 LS





REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 165.000 SY

REMOVAL & DISPOSAL OF DESIGNATED PORTIONS OF EXISTING BRIDGE 1.000 LS

UNCLASSIFIED EXCAVATION 387.000 CY


MUCK EXCAVATION 474.000 CY

18" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 610.000 LF



HOT MIX ASPHALT BASE COURSE - TYPE A 300.000 TON



HOT MIX ASPHALT INTERMEDIATE COURSE TYPE B 110.000 TON

HOT MIX ASPHALT SURFACE COURSE TYPE B 330.000 TON

HOT MIX ASPHALT SURFACE COURSE TYPE C 420.000 TON

STAINED CONCRETE PAVEMENT (8" UNIFORM) 397.000 SY


PREF.FLEX.RETRO.PVMT.MARK(T-2)TEMP.REMOVABLE 4"WH.SOLID 200.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-2)TEMP.REMOVABLE4"YEL.SOLID 200.000 LF

PORTABLE TERMINAL IMPACT ATTENUATOR-TEST LEVEL 2 2.000 EA




ANCHOR KIT - PORT. ATTENUATOR(TEST LEVEL 2) 2.000 EA

TEMPORARY CONCRETE BARRIER 220.000 LF

2.0" SCHEDULE 80 PVC CONDUIT 182.000 LF

CONSTRUCTION ZONE ELECTRIC CHANGEABLE MESSAGE SIGN (TRAILER 2.000 EA

PAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 100.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES 590.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" YELLOW SOLID LINES 2,100.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-8" WHITE SOLID LINES 530.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-24"WHITE SOLID LINES 108.000 LF

PAVEMENT MARKINGS (TEMPORARY PAINT) 12"X18" WHITE TRIANGLE YIELDBAR

88.000 LF

6" YELLOW SOLID LINE ON CURB/MEDIAN - FAST DRY PAINT 474.000 LF

8" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 50.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 295.000 LF

8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 265.000 LF

12IN X 18IN WHITE TRIANG. YIELD BAR (GAPS EXC)THERMO-125MIL 44.000 LF





FLAT SHEET,TYPE-VIII,IX, OR XI, FLUOR FIXED SIZE & MSG. 120.000 SF

U-SECTION POST FOR SIGN SUPPORTS - 3P 268.000 LF

REFLECTIVE SIGN POST PANELS 95.000 LF

4.0" SCHEDULE 40 PVC CONDUIT 130.000 LF



CONCRETE BRIDGE RAILING WALL (3'6"HT) 90.100 LF

DYNAMIC PILE ANALYZER TEST SET-UP DYNAMIC PILE ANALYZER TEST SETUP 11.000 EA

PREST. CONC. PILING (20"SQ.) 111.000 LF

PILE BUILD-UP PREPARATION (20"SQ) 2.000 EA

PRESTRESSED INDEX PILING (20" SQUARE) 37.000 LF

PRESTRESSED PILE POINT (HP10X57) 48.000 LF

STEEL H BEARING PILING (HP12 X 53) 95.000 LF

STEEL H BEARING INDEX PILING (HP12 X 53) 95.000 LF

10" CORRUGATED POLYETHYLENE (PE) PIPE CULVERT (TYPE S) 54.000 LF


CLEANING EXISTING PIPE 46.000 LF



DROP INLET (24" X 36") 1.000 EA

36" X 36" JUNCTION BOX 1.000 EA

BEVELING OF PIPE END 3.000 EA




CONCRETE CURB (9" X 15") 135.000 LF

CONCRETE CURB AND GUTTER(1'-6") OGEE 261.000 LF

CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 877.000 LF

CONCRETE SIDEWALK(4" UNIFORM) 440.000 SY


CONCRETE MEDIAN 155.000 SY

PEDESTRIAN RAMP CONSTRUCTION 125.000 SY

SURFACE APPLIED DETECTABLE WARNING 150.000 SF

ELASTOMERIC BEARING ASSEMBLY (FLAT SLAB) 4.000 EA

6" PERFORATED PIPE UNDERDRAIN WITH GEOTEXTILE 120.000 LF


GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B 75.000 SY


MB TRAILING END TREATMENT 1.000 EA

MGS3 GR STANDARD SHOULDER 100.000 LF


TEMPORARY BARRIER FENCE 485.000 LF






STRAW OR HAY MULCH WITH TACKIFIER 0.798 ACRE




MOWING 0.888 ACRE

ARBORIST 20.000 HR

DOUBLE-SHREDDED HARDWOOD MULCH 315.000 SF

MUHLENBERGIA CAPILLARIS (PINK MUHLY GRASS) #1 CONT. 37.000 EA

POROUS MATERIAL FOR ROOT PROTECTION 25.000 TON






FLOATING TURBIDITY BARRIER-LIGHT DUTY 475.000 SF

CLEANING SILT BASINS 5.000 CY

INLET FILTER CLEANING 10.000 EA


WOOD FENCING 100.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Dorchester DBE Goal Percent: 0.00%

Completion Date:

Description: S-55 OVER I-26 BRIDGE REPAIR

3/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

7.5800














PRESTRESSED CONC. BEAM (TYPE III) 113.500 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Florence DBE Goal Percent: 0.00%

Completion Date:

Description: BENTREE LANE INTERSECTIONIMPROVEMENTS

6/30/2020

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$72.00

$21.00

$15.00




Letting Time:

0.8990



















REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 80.000 SY



MUCK EXCAVATION 1,279.000 CY





GEOTEXTILE FOR SEPARATION OF SUBGRADE&SUBBASE/BASE CR 1,017.000 SY

GEOGRID REINFORCEMENT (BIAXIAL) 1,017.000 SY

STONE BRIDGE LIFT MATERIAL 915.000 TON

FINE GRADING 8,684.000 SY






HOT MIX ASPHALT BASE COURSE - TYPE A 1,827.000 TON




HOT MIX ASPHALT INTERMEDIATE COURSE TYPE B 3,208.000 TON







PAVEMENT MARKINGS(TEMP-PAINT) 4" WHITE BROKEN LINES 124,000.000 LF

PAVEMENT MARKINGS(TEMP-PAINT) 4" YELLOW BROKEN LINES 1,400.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-4" WHITE SOLID LINES 19,000.000 LF



PAVEMENT MARKINGS(TEMPORARY-PAINT)-24"WHITE SOLID LINES 11,070.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE SINGLE ARROW 115.000 EA

PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE COMBINATION ARROWS 12.000 EA

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE WORD 'ONLY 106.000 EA

TEMPORARY CLEAR PAVEMENT MARKERS MONO-DIR.- 4"X4" 100.000 EA

TEMPORARY YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X4" 50.000 EA

TEMPORARY YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 50.000 EA




24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 5,375.000 LF



WHITE COMBINATION ARROWS(STR&RT.OR STR&LT)THERMO-125MIL 3.000 EA

4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 700.000 LF


PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 140.000 EA

PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 40.000 EA


Flat Sheet, Type XI, Size Determined by MSG, Overhead 90.000 SF

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




FURNISH ADDITIONAL CONDUIT WITHIN DIRECTIONAL BORE 1,638.000 LF

FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (DIRECTIONAL BORED) 855.000 LF






FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (GRAY) 1,951.000 LF


FURNISH & INSTALL FIBER OPTIC INTERCONNECT CENTER 1.000 EA

SAWCUT FOR LOOP DETECTOR 2,831.000 LF






FURNISH & INSTALL - 12" 5 SECTION SIGNAL HEAD 3.000 EA

FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 6.000 EA





REMOVE FOUNDATION FOR STEEL STRAIN POLE - 18" BELOW GRADE 5.000 EA

FURNISH & INSTALL CONCRETE CABINET FOUNDATION 2.000 EA

FURNISH & INSTALL SINGLE LUMINAIRE INCLDNG ARMS AND HARDWARE 8.000 EA

POWDERCOATING PER MAST ARM OVER GALVANIZED 8.000 EA

DECORATIVE OPTION PER MAST ARM 8.000 EA

DESIGN,FURNISH,INSTALL STEEL POLE W/ MAST ARM W/O FOUNDATION 8.000 EA

INSTALL FOUNDATION FOR MAST ARM INCLUDING CONCRETE AND REBAR 48.000 CY


INSTALL LOOP DETECTOR AMPLIFIER 1.000 EA

18" RC PIPE CUL.-CLASS III 180.000 LF

54" RC PIPE CUL.-CLASS III 124.000 LF


18" SMOOTH WALL PIPE 1,666.000 LF



12" CORRUGATED WALL PIPE 6.000 LF






DROP INLET (24" X 36") 4.000 EA

DROP INLET TYPE 112 1.000 EA

TRENCH DRAIN-4" INTERIOR DIMENSION WITH 1.5' CURB & GUTTER 150.000 LF

MANHOLE 2.000 EA






EXTRA DEPTH OF BOX 32.000 LF

JUNCTION BOX - CONVERT DROP INLET 24" X 24" 2.000 EA

JUNCTION BOX - CONVERT CB T-9 2.000 EA








HAND PLACED RIPRAP 395.000 TON









COMPOST 49.000 CY






MOWING 5.448 ACRE

TEMPORARY EROSION CONTROL BLANKET (ECB) 1.807 MSY







CLEANING SILT BASINS 20.000 CY

REMOVAL OF SILT RETAINED BY SILT FENCE 2,083.000 LF


INLET STRUCTURE FILTER - TYPE B 1.000 EA

INLET STRUCTURE FILTER - TYPE D2 6.000 EA

FILTER MATERIAL FOR INLET STRUCTURE FILTER - TYPE D2 12.000 EA

INLET STRUCTURE FILTER - TYPE A 76.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Greenville DBE Goal Percent: 0.00%

Completion Date:

Description: SAFETY IMPROVEMENTS FROM S-98 TO SC 11

11/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$13.00

$0.00

$15.00




Letting Time:

7.1000



PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE 6,437.200 TON








EXCAVATION FOR SHOULDER PAVING 105.600 STA

HAULING OF EXCAVATED SHOULDER MATERIAL 105.600 STA

GRADED AGGREGATE BASE COURSE (6" UNIFORM) 4,693.000 SY

CEMENT MODIFIED RECYCLED BASE (12" UNIF)-CURING METHOD B 131,413.300 SY


LIQUID ASPHALT BINDER PG64-22 1,277.000 TON



HOT MIX ASPHALT SURFACE COURSE TYPE C 19,712.000 TON

DRIVEWAY PAVING-SURFACE TYPE D 560.000 TON



PAVEMENT MARKINGS(TEMP-PAINT) 6" YELLOW BROKEN LINES 6,000.000 LF














EVALUATION OF PAVEMENT MARKING RETROREFLECTIVITY 1.000 LS


REFLECTIVE SIGN POST PANELS 480.000 LF

GUARDRAIL DELINEATOR - WHITE 450.000 EA




CLEANING EXISTING PIPE 200.000 LF



MGS3 GR STANDARD SHOULDER 6,400.000 LF

ADDITIONAL LENGTH GUARDRAIL POST 600.000 LF


GUARDRAIL W-BEAM CURVED SYSTEM 50.000 LF


PERMANENT GRASSING FOR SMALL PROJECTS 7.200 ACRE







October 09, 2018

02:00 PM

Letting Date: CO(S).: Greenville DBE Goal Percent: 0.00%

Completion Date:

Description: FULL DEPTH PATCH / CRACK SEAL

8/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

19.7200









FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 4,300.000 SY

FULL DEPTH ASPH. PAV. PATCHING 8" UNIF 9,123.000 SY

CLEAN AND SEAL CRACKS IN ASPHALT PAVEMENT 56.000 LaMi

4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 2,130.000 LF

4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 102,603.000 LF

4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 250.000 LF

4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 126,595.000 LF





October 09, 2018

02:00 PM

Letting Date: CO(S).: Greenwood DBE Goal Percent: 0.00%

Completion Date:

Description: 2019 PRESERVATION (CRACK SEAL)

6/15/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

52.6600










4" WHITE BROKEN LINES- (GAPS EXCLD) - SINGLE COMPONENT HYBRIDIZEDPOLYMER– 20 MILS

1,500.000 LF

4" WHITE SOLID LINES-(PAVEMENT EDGE LINES)-SINGLE COMPONENTHYBRIDIZED POLYMER–20 MILS 001

91,150.000 LF

4" YELLOW BROKEN LINES (GAPS EXCLUDED) - SINGLE COMPONENTHYBRIDIZED POLYMER - 20 MILS

13,500.000 LF

4" YELLOW SOLID LINES (PAVEMENT EDGE & NO PASSING ZONE) - SINGLECOMPONENT HYBRIDIZED POLYMER - 20 MILS

119,300.000 LF




October 09, 2018

02:00 PM

Letting Date:

PCN: P028361 CO(S).: Horry DBE Goal Percent: 1.50%

Completion Date:

Description: US-501 BUSINESS BRIDGE REHAB OVERWACCAMAW RIVER AND RR L-12

6/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

0.2400

P028361Project No.:







DETOUR SIGNS 800.000 SF





PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID 2,650.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. 2,650.000 LF

SPALL REPAIR 40.000 SF

EPOXY CRACK INJECTION 2,880.000 LF

GROOVED SURFACE FINISH 3,104.000 SY

RAIL SURFACE FINISH (CONCRETE) 2,446.000 SY

ENVIRONMENTAL AND WORKER PROTECTION 1.000 LS

CLEANING AND PAINTING EXISTING STEEL BEARINGS 1.000 LS

CLEANING AND PAINTING EXISTING STRUCTURAL STEEL 1.000 LS

MACHINE PREPARATION OF EXISTING SURFACE 3,387.000 SY

HYDRO-DEMOLITION OF EXISTING SURFACE 3,387.000 SY

BLAST CLEANING 4,774.000 SY

CONCRETE OVERLAY (LATEX) 155.200 CY

EPOXY-SAND SLURRY 15,028.000 SF

CONCRETE CLASS 4000 FOR FULL DEPTH DECK PATCHING 5.000 CY

CLEAN AND TEXTURE EXISTING BENTS 1,808.000 SY

REHABILITATE EXISTING EXPANSION JOINT 2.000 EA

RESEAL DECK EXPANSION JOINT 592.000 LF

60" CHAIN LINK FENCE 1,200.000 LF

12' WIDE - CHAIN LINK FENCE GATE (60"HT) 2.000 EA




24' WIDE- CHAIN LINK FENCE GATE (60"HT) DOUBLE SWING GATES 2.000 EA




October 09, 2018

02:00 PM

Letting Date: CO(S).: Horry DBE Goal Percent: 0.00%

Completion Date:

Description: 2017 CTC RESURFACING

10/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

5.0000













HMA SHOULDER WIDENING COURSE 1,251.360 TON


FULL DEPTH ASPH. PAV. PATCHING 8" UNIF 400.000 SY

MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 1,000.000 SY




HOT MIX ASPHALT SURFACE COURSE TYPE D 1,100.000 TON





24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 1,310.000 LF

WHITE SINGLE ARROW (LEFT, STRAIGHT, RIGHT)-FAST DRY PAINT 30.000 EA

WHITE WORD MESSAGE "ONLY"-FAST DRY PAINT 12.000 EA

WHITE COMBINATION ARROW(STR.& RT.OR STR.& LT.)FAST DRY PAINT 6.000 EA

4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 5,000.000 LF


24" YELLOW DIAGONAL LINES - FAST DRY PAINT 2,730.000 LF












24" YELLOW SOLID LINES - THERMOPLASTIC - 125 MIL. 910.000 LF






END TERMINAL - TYPE T 4.000 EA





October 09, 2018

02:00 PM

Letting Date: CO(S).: Horry DBE Goal Percent: 10.00%

Completion Date:

Description: US 17 BUSINESS ACCESS MANAGEMENTPROJECT - RESURFACING

5/15/2020

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$253.00

$67.00

$15.00




Letting Time:

3.0770










REMOVAL & DISPOSAL OF HIGH LEVEL CONTAMINATED SOIL 250.000 TON



REMOVAL & DISPOSAL OF EXISTING ASPHALT PAVEMENT 10,170.000 SY

REMOVAL & DISPOSAL OF EXISTING CONCRETE 20.000 CY



MUCK EXCAVATION 3,000.000 CY

SELECT MATERIAL FOR LANDSCAPING 500.000 CY



HOT MIX ASPHALT BASE COURSE - TYPE A 4,585.000 TON

LIQUID ASPHALT BINDER PG64-22 1,085.000 TON


HOT MIX ASPHALT INTERMEDIATE COURSE TYPE B 1,260.000 TON












PAVEMENT MARKINGS(TEMPORARY-PAINT)-24"YELLOW SOLID LINES 800.000 LF

PAVEMENT MARKINGS (TEMPORARY PAINT) 12"X18" WHITE TRIANGLE YIELDBAR

32.000 LF

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE SINGLE ARROW 318.000 EA

PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE COMBINATION ARROWS 12.000 EA

PAVEMENT MARKINGS(TEMP.-PAINT)-WHITE LANE DROP ARROWS 22.000 EA

PAVEMENT MARKINGS(TEMPORARY-PAINT)-WHITE WORD 'ONLY 230.000 EA

6" YELLOW SOLID LINE ON CURB/MEDIAN - FAST DRY PAINT 1,985.000 LF









WHITE LANE DROP ARROW(LT.OR RT.)THERMO-125MIL 11.000 EA





REMOVAL OF PAVEMENT MARKINGS 4,350.000 LF

FLAT SHEET, TYPE III, FIXED SZ. & MSG. SIGN 1,127.500 SF

Flat Sheet, Type XI, Size Determined by MSG, Overhead 396.000 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 54.000 EA

U-SECTION POST FOR SIGN SUPPORTS - 3P 1,920.000 LF




FURNISH ADDITIONAL CONDUIT WITHIN DIRECTIONAL BORE 1,723.000 LF

FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) 1,723.000 LF



FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 10,840.000 LF



FURNISH & INSTALL FIBER OPTIC INTERCONNECT CENTER 1.000 EA

FIBER OPTIC TRANSCEIVER (SMFO) 1.000 EA









FURNISH & INSTALL 13" X 32' STEEL STRAIN POLE AND FOUNDATION 2.000 EA

FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 610.000 LF



FURNISH & INSTALL - 12" 5 SECTION SIGNAL HEAD 1.000 EA

FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 13.000 EA


F&I - 1-WAY-1SECT.(COUNTDOWN HAND/MAN EMBLEM)PED.SIG.HEAD 36.000 EA

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

36.000 EA

F&I VEHICLE TRAFFIC SINGAL HEAD MOUNTING ASSEMBLY FOR MAST ARM 64.000 EA



TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 1.000 LS

F&I - VIDEO DETECTION SYSTEM W/ ONE CAMERA, HARDWARE & LEAD-IN 4.000 EA

FURNISH & INSTALL VIDEO DETECTION CAMERA W/ HARDWARE & LEAD-IN 18.000 EA

TRAFFIC ADAPTIVE SYSTEM 3.000 EA

FURNISH & INSTALL FACTORY TERMINATED PATCH PANEL 1.000 EA

POWDERCOATING PER MAST ARM OVER GALVANIZED 17.000 EA

DESIGN, FURNISH & INSTALL STEEL POLE WITH TWIN MAST ARMS INCLUDINGFOUNDATION 001

6.000 EA

DESIGN, FURNISH & INSTALL STEEL POLE WITH MAST ARM INCLUDINGFOUNDATION

11.000 EA


PERMANENT CONCRETE BOLLARD 2.000 EA





CLEANING EXISTING PIPE 2,730.000 LF

BRICK SIDEWALK (MORTARLESS) 23.000 SY


DROP INLET (24" X 36") 18.000 EA

DROP INLET TYPE 112 64.000 EA

DROP INLET TYPE 112 WITH 4X4 BOX 14.000 EA

DROP INLET TYPE 115 WITH STANDARD 6' X 6' BOX 11.000 EA

TRENCH DRAIN-4" INTERIOR DIMENSION WITH 2.0' CURB & GUTTER 1,585.000 LF

MANHOLE WITH STANDARD 5' X 5' BOX 2.000 EA

MANHOLE WITH STANDARD 6' X 6' BOX 2.000 EA





ADJUST MANHOLE 2.000 EA

ADJUST DROP INLET ADJUST D. I. 3.000 EA

ADJUST JUNCTION BOX 1.000 EA









CONCRETE FLUME 1.000 EA




GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE B 110.000 SY














MOWING 47.500 ACRE

LANDSCAPING ITEM NO. 001 40.000 EA







LANDSCAPING ITEM NO. 008 2,960.000 EA









DOUBLE-SHREDDED HARDWOOD MULCH 50,000.000 SF





SEDIMENT TUBES FOR DITCH CHECKS 1,956.000 LF



REMOVAL OF SILT RETAINED BY SILT FENCE 1,800.000 LF


INLET STRUCTURE FILTER - TYPE A 4,460.000 LF

STABILIZED CONSTRUCTION ENTRANCE 1,650.000 SY




October 09, 2018

02:00 PM

Letting Date: CO(S).: Lancaster DBE Goal Percent: 5.00%

Completion Date:

Description: CMRB AND HMA

10/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

2.2600









BORROW EXCAVATION 225.000 CY

CEMENT MODIFIED RECYCLED BASE (8" UNIF)-CURING METHOD A 27,850.000 SY

PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE 877.275 TON


MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 1,350.000 SY


HOT MIX ASPHALT SURFACE COURSE TYPE E 850.000 TON

DRIVEWAY PAVING-SURFACE TYPE C 278.250 TON


4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 126.000 LF


24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 300.000 LF




126.000 LF


23,720.000 LF

24" WHITE SOLID LINES-(STOP/DIAGONAL LINES)-SINGLE COMPONENTHYBRIDIZED POLYMER–20 MILS

100.000 LF


21,361.000 LF

STEEL BEAM GUARDRAIL STEEL BEAM GR. 175.000 LF


STEEL BEAM GUARDRAIL (THRIE) 156.250 LF




END ANCHOR-TYPE B 1.000 EA


GUARDRAIL W-BEAM CURVED SYSTEM 32.000 LF





October 09, 2018

02:00 PM

Letting Date: CO(S).: Laurens DBE Goal Percent: 0.00%

Completion Date:

Description: 2019 CRACK SEAL

5/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

27.8300










11,000.000 LF


6,000.000 LF


27,200.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Lexington DBE Goal Percent: 0.00%

Completion Date:

Description: US 21 OVER I-26 BRIDGE DECKREPLACEMENT

5/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

0.1000






REMOVAL & DISPOSAL OF EXISTING CURB 48.000 LF

REMOVAL OF EXIST. GUARDRAIL 1,825.000 LF





HMA SHOULDER WIDENING COURSE 91.520 TON











8"WHITE SOLID LINES(CROSSWALK&CHANNELIZATION)FAST DRY PAINT 648.000 LF


4" WHITE SOLID LINES (PVT. EDGE LINES) EPOXY PAINT 546.000 LF

4"YELLOW SOLID LINES-PVT.EDGE&NO PASSING ZONE - EPOXY PAINT 546.000 LF



6'X15' INTERSTATE ID SHIELD - THERMOPLASTIC - 125 MIL. 1.000 EA



2.0" SCHEDULE 40 PVC CONDUIT 1,092.000 LF





GROOVED SURFACE FINISH 728.000 SY


CONCRETE BRIDGE BARRIER PARAPET 482.000 LF

CONCRETE BRIDGE BARRIER PARAPET TRANSITION 4.000 EA

CONCRETE CURB (TRANSITION) 48.000 LF

STEEL BEAM GUARDRAIL STEEL BEAM GR. 1,575.000 LF


THRIE BEAM G.R.BRIDGE CONN. 4.000 EA


TEMPORARY EROSION CONTROL BLANKET (CLASS A) 0.050 MSY

SILT FENCE 400.000 LF




October 09, 2018

02:00 PM


Completion Date:

Description: JULIUS FELDER SIDEWALKS

11/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$37.00

$0.00

$15.00




Letting Time:

0.5150









REMOVAL & DISPOSAL OF EXISTING CATCH BASIN 3.000 EA











REMOVAL & DISPOSAL OF EXISTING PAVEMENT 100.000 SY



















DROP INLET (24" X 36") 2.000 EA

MANHOLE-CONVERT CATCH BASIN 1.000 EA







GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE A 26.000 SY

60" CHAIN LINK FENCE 144.000 LF

ORNAMENTAL STEEL PICKET FENCE - 42" 25.000 LF

RESET FENCE 60.000 LF






MOWING 1.000 ACRE

SODDING 0.100 MSY




SILT BASINS 257.500 CY





October 09, 2018

02:00 PM


Completion Date:

Description: TOWN OF BATESBURG LEESVILLESIDEWALK

6/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$24.00

$0.00

$15.00




Letting Time:

0.2780










REMOVAL & DISPOSAL OF EXISTING PAVEMENT 90.000 SY


SITE EXCAVATION 1.000 LS









REMOVAL OF PAVEMENT MARKINGS 60.000 LF


U-SECTION POST FOR SIGN SUPPORTS - 3P 24.000 LF








F&I - 1-WAY-1SECT.HAND/MAN EMBLEM PEDESTRIAN SIGNAL HEAD 6.000 EA






DROP INLET (24" X 36") TOP ONLY 1.000 EA










SILT FENCE 150.000 LF


REMOVAL OF SILT RETAINED BY SILT FENCE 150.000 LF






October 09, 2018

02:00 PM

Letting Date: CO(S).: Spartanburg DBE Goal Percent: 0.00%

Completion Date:

Description: CRACK SEAL/FDP

9/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

31.9600




















October 09, 2018

02:00 PM

Letting Date: CO(S).: DISTRICT 1 DBE Goal Percent: 0.00%

Completion Date:

Description: 2018 PAVEMENT MARKINGS - DISTRICT 1

7/15/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

34.0000









12" WHITE SOLID LINES - THERMO. - 125 MIL. 100.000 LF











PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 1,600.000 EA


PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 2,900.000 EA

REMOVAL OF PAVEMENT MARKINGS 550.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.60MIL4"WH.BROKEN 100.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.BROKEN 100.000 LF

PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. 350.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Lexington Richland DBE Goal Percent: 0.00%

Completion Date:

Description: CRACK SEAL,FDP,ADA RAMPS,PVMT MARK

8/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

24.1000









CSX RAILROAD INSURANCE AND FLAGGING 001 1.000 LS










6" YELLOW SOLID LINE ON CURB/MEDIAN - FAST DRY PAINT 5,000.000 LF


4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 500.000 LF








4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 850.000 LF









PEDESTRIAN RAMP CONSTRUCTION 1,300.000 SY





October 09, 2018

02:00 PM

Letting Date: CO(S).: Abbeville Anderson DBE Goal Percent: 0.00%

Completion Date:

Description: 2019 CRACK SEAL

6/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

46.0500












8,000.000 LF


9,000.000 LF


46,500.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Abbeville EdgefieldGreenwood

DBE Goal Percent: 0.00%

Completion Date:

Description: 2019 FULL-DEPTH PATCHING

4/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

9.1900












12,500.000 LF


4,000.000 LF


8,500.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: DISTRICT2 DBE Goal Percent: 0.00%

Completion Date:


7/15/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

42.0000
























PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.60MIL4"WH.BROKEN 3,700.000 LF


PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"YEL.SOL. 3,700.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: EdgefieldMcCormick


Completion Date:

Description: 2019 PRESERVATION (CRACK SEAL)

5/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

49.3600













51,400.000 LF


5,600.000 LF


154,245.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Greenville OconeePickensSpartanburg


Completion Date:

Description: RUMBLE STRIPS - DISTRICT 3

8/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

101.6000








4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 1,051,521.000 LF










REMOVAL OF PAVEMENT MARKINGS 1,649,158.000 LF


4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO. PROFILE 320,544.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: Oconee Pickens DBE Goal Percent: 0.00%

Completion Date:

Description: FULL DEPTH PATCH/CRACK SEAL

6/30/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

13.5100


















October 09, 2018

02:00 PM


Completion Date:


7/15/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

22.0000

























PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID 900.000 LF






October 09, 2018

02:00 PM

Letting Date: CO(S).: Cherokee ChesterChesterfield FairfieldUnion York


Completion Date:


7/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

135.9100












4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 1,406,506.000 LF











October 09, 2018

02:00 PM


Completion Date:


7/15/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

33.0000
























PREF.FLEX.RETRO.PVMT.MARK(T-1)PERM.(60MIL)4"WH.SOLID 1,000.000 LF






October 09, 2018

02:00 PM

Letting Date: CO(S).: Darlington DillonFlorenceGeorgetown HorryMarion MarlboroWilliamsburg


Completion Date:


7/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

99.3200



















4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO. PROFILE 66,129.000 LF




October 09, 2018

02:00 PM

Letting Date: CO(S).: FlorenceWilliamsburg


Completion Date:

Description: 2018 CTC RESURFACING

10/31/2019

Cost of Road Plans:

Cost of X-Sections:

Cost of Proposal:

$0.00

$0.00

$15.00




Letting Time:

8.6200














MILLING EXISTING ASPHALT PAVEMENT 1.5" 400.000 SY

















RESET GUARDRAIL 200.000 LF

GUARDRAIL LEADING TYPE T TL3 (50') 8.000 EA

BID BONDS FOR SCDOT WORK. Unless otherwise indicated in the advertisement, no proposal will beconsidered 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 ofTransportation Form 674 (furnished by the Department in each proposal). If an electronic bond is utilized,the Bond ID number must be provided on the Surety 2000 or SurePath Network electronic bond form. NOOTHER FORM OF PROPOSAL GUARANTY WILL BE ACCEPTED.

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

SUBMISSION OF BID BONDS. Bid Bonds may be submitted electronically, by US mail, express deliveryservice or hand-delivered. Bid Bonds not submitted electronically must be submitted in advance of the bidopening.

1. BID BONDS SUBMITTED BY US MAIL OR EXPRESS DELIVERY SERVICE. Sealed bid bonds submitted by US mail or express delivery service shall be enclosed in sealed envelope or container with Contractor Name and "Bid Bond for SC File No._______", and enclosed in an outer, sealed envelope or container addressed to Contract Administrator, SCDOT, PO Box 365, Columbia, SC 29202-0365, or 955 Park Street, Columbia, South Carolina, 29201. Bid bonds submitted by US mail or express delivery service must be received by the Contract Administrator, or designee, prior to the time and date for opening of proposals indicated in the beginning of this Notice. The department will not be responsible for delays in the US mail or express delivery service.

2. BID BONDS HAND DELIVERED. Bid bonds that are hand delivered shall be enclosed in a sealed envelope marked with Contractor Name and "Bid Bond for SC File No._______", and must be delivered directly to the Contract Administrator or designee prior to the time and date for opening of proposals indicated in the beginning of this Notice.

PREQUALIFICATION. The Contractor's attention is called to the requirements of the SC Department ofTransportation for Prequalification. ONLY CONTRACTORS WHO HAVE BEEN ISSUED APREQUALIFICATION CERTIFICATE BY THE SC DEPARTMENT OF TRANSPORTATION WILL BEALLOWED TO SUBMIT BIDS. Information concerning prequalification can be obtained at the ContractsAdministration office, Room 334 in the Headquarters building, 955 Park Street, Columbia, SC, or by callingJeff Elliott at (803)737-1253.

STATUTES, CODES, AND REGULATIONS. The Federal-Aid Projects embraced in this advertisementcontemplates 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 withthe provisions of Title VI of the Civil Rights Act of 1964 (78) Sta. 252 and the Regulations of the FederalHighway Administration (15 C.F.R., Part 8), issued pursuant to such act, hereby notifies all bidders that itwill affirmatively insure that in any contract entered into pursuant to this advertisement minority businessenterprises will be afforded full opportunity to submit bids in response to this invitation and will not bediscriminated against on the grounds of race, color, sex, religion or national origin in consideration foraward. All bidders on Federal Aid Projects must comply with the Instructions to Bidders and SpecialProvision covering Disadvantaged and Women Business Enterprise (DBE/WBE) included as a part of theproposal.Attention is directed to the Fair Labor Standards Act of 1938, as amended. Contractors will be responsiblefor carrying out all of the provisions of this Act, which may affect these contracts. Attention is also called tothe fact that any Federal Aid Project or Projects included in this notice will be subject to the Work Hours andSafety Act of 1962 as amended, PL 87-581, PL 91-54 and implementing regulations.

MINIMUM WAGE RATES FOR FAP CONTRACTS HAVE BEEN PREDETERMINED BY THE SECRETARYOF LABOR IN ACCORDANCE WITH THE TERMS OF THE DAVIS BACON ACT AS AMENDED AND THEFEDERAL HIGHWAY ACT OF 1956, AND LATER ACTS, AND THESE RATES WILL BE SET FORTH INTHE PROPOSAL FORM. THIS CONTRACT IS ALSO SUBJECT TO THE WORK HOURS AND SAFETYACT OF 1962 AS AMENDED, PL 87-581, PL 91-54, AND IMPLEMENTING REGULATIONS.CONTRACTORS ATTENTION IS ALSO CALLED TO THE FEDERAL REQUIREMENTS GOVERNINGSPECIFIC EQUAL EMPLOYMENT OPPORTUNITY RESPONSIBILITIES, WHICH WILL BE INCLUDED INTHIS CONTRACT.

In addition to the Standard Specifications for Highway Construction, Edition of 2007, the "SupplementalSpecifications", and the "Project Special Provisions", the following govern SCDOT Highway Lettings:

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

Information in this notice is the latest available at the time of its publication. The information contained inthe proposals, plans, and any addenda issued shall govern over this notice. Cost of plans may change, andthe bidder should check with the SCDOT Engineering Publications office for the cost of plans when theplans are indicated to be available.

THE SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION RESERVES THE RIGHT TO REJECTANY OR ALL PROPOSALS AND WAIVE ANY TECHNICALITIES.

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

Prepared by L. Stuckey

Issued by:

J.Brian Parnell

Contract Administrator

south carolina department of transportation notice … · 2018-09-05 · • ebs (electronic...

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