SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING April 10, 2018

Similar documents
SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING April 10, 2018 REVISED

Maine Turnpike Authority

Maine Turnpike Authority

Maine Turnpike Authority

CITY OF ALAMO HEIGHTS WATER, STREET AND SIDEWALK CAPITAL IMPROVEMENT PROJECTS

ADDENDUM No. 1 Prospective Bidders

Maine Turnpike Authority

Project Book Worksheet for Cost Estimation

MoDOT 2016 UNIT BID PRICES Northwest District

Wentzville Parkway South Phase 2 & 2A

Fertilizer Type B 2 CWT $ $ $60.00 $ $60.00 $ Sod Water 60 MGAL $60.60 $3, $30.00 $1, $30.00 $1,

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Maine Turnpike Authority

BID TABULATION PAGE 1 OF 4. BL S.R. Harbins Road/Alcovy Road - Intersection Improvements Department of Transporation. CMES, Inc.

Ohio Department of Transportation Official Bid Tabulation Jolene M. Molitoris, Director

CT Consultants, Inc.

Steese Rd - Curb & Sidewalk Improvement

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS Engineering Division PROJECT NO INCA STREET MULTI-USE PATH 38 TH AVE. TO 43 RD AVE.

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity

DELETE first sentence of first paragraph that reads: REPLACE with the following:

Federal Project No.: OC-095-1(348)

2015 PAVEMENT MAINTENANCE SECTION 15-PVMTC-05-GM

Maine Turnpike Authority

ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/14/13 PAGE : VENDOR RANKING

Town of Medley Office of Capital Projects & Development Services 7777 NW 72 Avenue, Medley, Florida 33166

BIDDER'S PROPOSAL (continued) CITY OF BERKELEY BID PROPOSAL ITEM NO. A: BASE BID

Items Unit Quantity Unit Price Total Unit Price Total

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

ARIZONA DEPARTMENT OF TRANSPORTATION INFRASTRUCTURE DELIVERY AND OPERATIONS DIVISION CONTRACTS AND SPECIFICATIONS SECTION TABULATION OF BIDS

Maine Turnpike Authority

2015 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2015 ENGLISH

Ohio Department of Transportation Official Bid Tabulation James G. Beasley, P.E., P.S., Director

SPECIAL GRADING INTERSECTION IMPROVEMENT JOHN WARD RD AT IRWIN RD REVISION DATES

Kansas Department of Transportation DISTRICT 2. Project(s): Min: Max:

Riverside County Transportation Department Summary of Bids

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

DESCRIPTION QUANTITY PRICE TOTAL

McCRORY & WILLIAMS, INC. HILLCREST ROAD CONNECTOR MCR ROADWAY ITEMS

2016 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR 2016 ENGLISH

THORNTON ROAD WIDENING PROJECT NO. PW1428 B I D D I N G S C H E D U L E

INDIANA DEPARTMENT OF TRANSPORTATION PAGE 1 NOTICE TO HIGHWAY CONTRACTORS

(1 ) Active Construction Inc River Road East Tacoma, WA AMOUNT , , ,

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. District(s): 8 30=047 Start Dt: 05/01/17 Comp. Dt:

Project # & Name: # CDBG - Pugh Street Streetscape - East College Ave to East Beaver Ave & East Beaver Ave/Locust Lane Improvements

HILLS MATERIALS COMPANY UNIT COST TOTAL COST UNIT COST TOTAL COST UNIT COST $294, $294, $74, $74, $35, $35,000.

Federal Project No.: HSIP-5A27(567)

Licensed Class C Virginia Contractor No.

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 05/01/00 PAGE : 1 TABULATION OF BIDS

McCRORY & WILIJAMS, INC. PROJECT NO. MCR-2008-OO1

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/15/17 Comp. Dt: 08/04/17. Contract Time: Min: Max:

2017 WEIGHTED AVERAGE BID PRICES WYOMING DEPARTMENT OF TRANSPORTATION AVERAGE UNIT BID PRICES FOR ENGLISH (10)

STATE OF MINNESOTA DEPARTMENT OF TRANSPORTATION - TABULATION OF BIDS. Start Dt: 05/08/17 Comp. Dt:

ADDENDUM NO. 1. Contractor shall fax back the recognition sheet acknowledging the receipt of this addendum, or include in their proposal.

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Federal Project No.: NHFP-081-1(346)

BID PROPOSAL. Item Description Unit Quantity Unit Price Total Price No. (Unit Price to be written in Words) (Figures) (Figures)

CUYAHOGA COUNTY DEPARTMENT OF PUBLIC WORKS TRAFFIC CONTROL STANDARDS

CITY AND COUNTY OF DENVER DEPARTMENT OF PUBLIC WORKS STATEMENT OF QUANTITIES. Item No. Description Estimated Quantity

NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 1/02/2018

Federal Project No.: STP-5128(388)

METRO Magnolia Transit Center - Bid Tab

Grays Ferry Cost Estimate Breakdown Budgetary Numbers for Machinery Drive Options 10 Nov 14

County of Los Angeles Department of Public Works BID SUMMARY

County of Santa Cruz 0579

BID ITEM ESTIMATED UNIT TOTAL UNIT TOTAL UNIT TOTAL NO. QUANTITY UNIT ITEM COST COST COST COST COST COST

Franklin County Engineer's Office - Highway Design ALKIRE RD & DEMOREST RD ROUNDABOUT CR NO. 11 & CR NO. 25 Bid Tabulation

CIS 26.txt MIS.CIS.26 MATL VERIF & MISSING SOURCES CONTRACT MGR.NO. 055 PAGE 001

S T A T E O F M I N N E S O T A D E P A R T M E N T O F T R A N S P O R T A T I O N DATE : 02/27/06 PAGE : 1 TABULATION OF BIDS

Federal Project No.: NHPP-967-7(083)

STREET IMPROVEMENTS PROPOSAL BID ITEMS

CONTRACTOR'S REQUEST FOR PAYMENT CHASKA VETERANS PARK IMPROVEMENTS STANTEC PROJECT NO

BARRETT ROAD (C.R. 178) ROADWAY RESURFACING FROM LEWIS ROAD TO SPAFFORD ROAD IN OLMSTED TOWNSHIP, OHIO ITEMIZED UNIT PRICE BID ROADWAY

BID FORM PART A. Total Quantity 1 LS $ - 2a Surveying, Layout, and Field Staking 1 LS $ - 2b Maintenance of Traffic 1 LS $ -

Macomb County Department of Roads Bid Comparison

ADDENDUM #2 WATERSHED IMPROVEMENTS ON AN ANNUAL CONTRACT RP031-18

AMENDMENT OF SOLICITATION Old Hueco Tanks Rd. Improvements

TENDER FOR COUNTY ROAD 44 MULTI-USE PATHWAY PHASE 1A & 1B. Tender No.: NG16-19 ADDENDUM #1. October 31, 2016

Riverside County Transportation Department Summary of Bids

Date: 04/20/2018 City Project No.: Addendum No.: 4. The following changes shall be made to the project plans and specifications:

PN /21/ SURFACE SMOOTHNESS REQUIREMENTS FOR PAVEMENTS

Proposal, pages P-1 through P-8 of the Contract Documents and Specifications.

BID TALLY AND ATTENDANCE SHEET BID #B BID TITLE: Replacement of Bridge No. LR over the Larimer and Weld Canal

MO 370 Interchange Ramp at Salt River Road - Phase 1

CATEGORY 500 PAVING SECTION 535 PAVEMENT SURFACE PROFILE

SUBTOTAL SITE WORK & DEMOLITION (UTILITIES) $180, $348, $319,943.71

Otsego County Road Commission

DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/10 AND 12/31/10 BY ITEM GROUP 211 CONTRACTS - AWARDED TOTAL: $649,895,273

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Federal Project No.: STP-5A27(380), STP-5A27(381)

NOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 3/28/2003

County of Los Angeles Department of Public Works BID SUMMARY

$6, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/17 -30, PROJECT: STP 2013(839) GRAYSON

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Public Information Workshop

BID TABULATION REPORT McKINNEY STREET DRAINAGE IMPROVEMENTS PROJECT No. PWDR10012 BID OPENED : TUESDAY, AUGUST 13, :00 P.M.

Lee County DOT Traffic Section Design Standard for Sign Installation

DOES NOT INCLUDE STATE AID PROJECTS ALL ITEMS BETWEEN 01/01/04 AND 12/31/04 BY ITEM GROUP 201 CONTRACTS - AWARDED TOTAL: $340,971,276

SUMMARY 3-0 BRADFORD ALBANY TOWNSHIP. 1 OF 1 P:\8417\ Bridge A\AT\Albany A.MDB 7/21/2014 7:32:31 AM REVISION NO COUNTY

2150 F&I 4" PVC pipe LF 100 $ F&I 6" PVC pipe LF 100 $ F&I 8" PVC pipe LF 100 $ 90.00

Transcription:

SOUTH CAROLINA DEPARTMENT OF TRANSPORTATION NOTICE TO CONTRACTORS FOR REGULAR HIGHWAY LETTING April 10, 2018 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. Visitors are welcome and should sign in at the Park Street entrance. Please contact the Contract Administration Office at (803)737-1750 with all Letting related questions. The following items will be made available on March 13, 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 Headquarters o Phone (803)737-4533/ Fax (803)737-4530 Call ahead for pickup orders o 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 and Subcontractors to request/offer quotes. There is no charge to access this site, but you must register for a user 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 quarter issued. 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.

Call No.: 010 Page: 1 SC File NO(S).: 0425551 PCN: P032310 Project No.: P032310 Letting Date: April 10, 2018 CO(S).: Anderson DBE Goal Percent: 0.00% Cost of Road Plans: Description: ANDERSON COUNTY LONGLINE PAINT CONTRACT Completion Date: 11/30/2018 0.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS PVMT.MRKS.(TEMP-HIGH BUILD PNT.W.WET REFL.) 4" WH. BRK.LNS. 22,671.000 LF PVMT.MRKS.(TMP-H BD PNT.W.WET REFL.) 4" YEL. BRK.LNS. 001 47,869.000 LF PVT MRK(TEMP-HI.BUIILD.PNT W.WET REFLECT.EL)-4"WH.SOLID 001 1,387,831.000 LF PVT MRK(TEMP-HI.BUIILD.PNT W.WET REFLECT.EL)4"YEL.S 001 1,350,309.000 LF

Call No.: 020 Page: 2 SC File NO(S).: 1147480 Letting Date: April 10, 2018 PCN: P036994 CO(S).: Cherokee Project No.: P036994 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2018 CHEROKEE CTC RESURFACING Completion Date: 11/30/2018 2.4600 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS REMOVAL & DISPOSAL OF EXISTING PAVEMENT 100.000 SY REMOVAL & DISPOSAL OF EXISTING CONCRETE 11.250 CY REMOVAL OF EXIST. GUARDRAIL 25.000 LF BORROW EXCAVATION 695.000 CY STATION GRADING 30.620 STA CEMENT MODIFIED RECYCLED BASE (12" UNIFORM) CURING METHOD 2 31,622.000 SY PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE 1,422.990 TON MAINTENANCE STONE 270.000 TON HOT MIX ASPHALT BASE COURSE - TYPE B 20.000 TON LIQUID ASPHALT BINDER PG64-22 246.965 TON FULL DEPTH ASPH. PAV. PATCHING 10"UNIF 525.000 SY MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 2,250.000 SY MILLED-IN RUMBLE STRIP 4.440 MI HOT MIX ASPHALT SURFACE COURSE TYPE C 2,260.730 TON HOT MIX ASPHALT SURFACE COURSE TYPE E 1,698.780 TON PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 972.000 SF 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 450.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 53,200.000 LF 8"WHITE SOLID LINES(CROSSWALK&CHANNELIZATION)FAST DRY PAINT 60.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 1,180.000 LF RAILROAD CROSSING SYMBOLS - FAST DRY PAINT 2.000 EA 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 2,400.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 42,810.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 190.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 23,800.000 LF 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 60.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 580.000 LF

Call No.: 020 Page: 3 RAILROAD CROSSING SYMBOLS - THERMOPLASTIC - 125 MIL. 2.000 EA 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 800.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 21,610.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 187.000 EA 15" SMOOTH WALL PIPE 120.000 LF ADJUST DROP INLET ADJUST D. I. 1.000 EA CONCRETE SIDEWALK(4" UNIFORM) 58.000 SY DETECTABLE WARNING MATERIAL 50.000 SF PEDESTRIAN RAMP CONSTRUCTION 100.000 SY END TERMINAL - TYPE T 1.000 EA PERMANENT GRASSING FOR SMALL PROJECTS 2.211 ACRE SILT FENCE 1,600.000 LF REPLACE/REPAIR SILT FENCE 160.000 LF REMOVAL OF SILT RETAINED BY SILT FENCE 160.000 LF

Call No.: 030 Page: 4 SC File NO(S).: 2847110 Letting Date: April 10, 2018 PCN: P036980 CO(S).: Kershaw Project No.: P036980 DBE Goal Percent: 0.00% Cost of Road Plans: Description: SHLD PAVING, FDP,CHIP SEALING Completion Date: 10/31/2018 11.0300 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS BORROW EXCAVATION 830.000 CY EXCAVATION FOR SHOULDER PAVING 439.000 STA HAULING OF EXCAVATED SHOULDER MATERIAL 439.000 STA MAINTENANCE STONE 21.000 TON HMA SHOULDER WIDENING COURSE 2,191.200 TON LIQUID ASPHALT BINDER PG64-22 109.560 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 2,100.000 SY ASPHALT SURFACE TREATMENT(SINGLE TREATMENT) 129,399.332 SY PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 832.000 SF 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 240.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 159,835.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 114.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 4,400.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 134,095.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 120.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 116,235.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 72.000 LF 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 2,200.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 103,365.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 1,190.000 EA PERMANENT GRASSING FOR SMALL PROJECTS 4.024 ACRE

Call No.: 040 Page: 5 SC File NO(S).: 3047580 Letting Date: April 10, 2018 PCN: P037087 CO(S).: Laurens Project No.: P037087 DBE Goal Percent: 0.00% Cost of Road Plans: Description: LAURENS COUNTY CTC PROJECT Completion Date: 5/31/2019 2.8900 MOBILIZATION 1.000 LS CONSTRUCTION STAKES, LINES & GRADES 3.000 EA TRAFFIC CONTROL 1.000 LS BORROW EXCAVATION 684.000 CY CEMENT MODIFIED RECYCLED BASE (10" UNIFORM) CURING METHOD 4 8,871.000 SY CEMENT MODIFIED RECYCLED BASE (12" UNIFORM) CURING METHOD 4 28,717.000 SY PORTLAND CEMENT FOR CEMENT MODIFIED RECYCLED BASE COURSE 1,653.000 TON LIQUID ASPHALT BINDER PG64-22 286.348 TON MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 1,400.000 SY MILLED-IN RUMBLE STRIP 4.340 MI HOT MIX ASPHALT INTERMEDIATE COURSE TYPE C 1,200.320 TON HOT MIX ASPHALT SURFACE COURSE TYPE C 3,812.189 TON PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 694.000 SF 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 1,400.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 91,668.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 752.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 2,880.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 72,028.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 350.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 22,917.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 188.000 LF 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 720.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 18,007.000 LF PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 10.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 193.000 EA PERMANENT GRASSING FOR SMALL PROJECTS 2.803 ACRE

Call No.: 050 Page: 6 SC File NO(S).: 3291462 PCN: P028774 Project No.: P028774 Letting Date: April 10, 2018 CO(S).: Lexington DBE Goal Percent: 9.50% Cost of Road Plans: $35.00 Description: ST. PETER'S CHURCH ROAD IMPROVEMENTS Completion Date: 6/30/2019 $96.00 4.2500 MOBILIZATION 1.000 LS CONSTRUCTION STAKES, LINES & GRADES 1.000 EA TRAFFIC CONTROL 1.000 LS CLEARING & GRUBBING WITHIN RIGHT OF WAY 11.000 ACRE UNCLASSIFIED EXCAVATION 10,322.000 CY BORROW EXCAVATION 5,700.000 CY EXCAVATION FOR SHOULDER PAVING 448.800 STA HAULING OF EXCAVATED SHOULDER MATERIAL 448.800 STA MAINTENANCE STONE 6.000 TON HMA SHOULDER WIDENING COURSE 3,400.000 TON LIQUID ASPHALT BINDER PG64-22 460.000 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 1,200.000 SY FULL DEPTH ASPH. PAV. PATCHING 8" UNIF 2,300.000 SY MILLING EXISTING ASPHALT PAVEMENT 1.75" 12,600.000 SY MILLING EXISTING ASPHALT PAVEMENT (VARIABLE) 1,000.000 SY CLEAN AND SEAL CRACKS IN ASPHALT PAVEMENT 6.380 LaMi MILLED-IN RUMBLE STRIP 8.500 MI HOT MIX ASPHALT INTERMEDIATE COURSE TYPE C 1,625.000 TON HOT MIX ASPHALT SURFACE COURSE TYPE C 1,675.000 TON PREVENTATIVE MAINTENANCE SURFACE TREATMENT 49,000.000 SY PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 464.000 SF 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 100.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 89,760.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 48.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 3,000.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 71,400.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 50.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 44,880.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 24.000 LF

Call No.: 050 Page: 7 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 1,500.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 35,720.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 282.000 EA 24" R. C. PIPE CUL. BEVELED END SECTN-CL 3 2.000 EA 36" R. C. PIPE CUL. BEVELED END SECTN-CL 3 1.000 EA 18" SMOOTH WALL PIPE 3,310.000 LF 24" SMOOTH WALL PIPE 648.000 LF 36" SMOOTH WALL PIPE 180.000 LF CATCH BASIN -TYPE 9 MH 5.000 EA RIP-RAP (CLASS B) 1,690.000 TON HAND PLACED RIPRAP 150.000 TON GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 2)TYPE C 2,090.000 SY STEEL BEAM GUARDRAIL STEEL BEAM GR. 1,082.500 LF END TERMINAL - TYPE T 16.000 EA THRIE BEAM G.R.BRIDGE CONN. 8.000 EA RESET FENCE 1,220.000 LF PERMANENT COVER 20.000 ACRE TEMPORARY COVER 20.000 ACRE HYDRAULIC MULCH (HM) 20.000 ACRE FERTILIZER (NITROGEN) 2,000.000 LB FERTILIZER (PHOSPHORIC ACID) 2,000.000 LB FERTILIZER (POTASH) 2,000.000 LB AGRICULTURAL GRANULAR LIME 40,000.000 LB SELECTIVE WATERING 135,750.000 GAL MOWING 20.000 ACRE TEMPORARY EROSION CONTROL BLANKET (CLASS A) 25.000 MSY SEDIMENT TUBES FOR DITCH CHECKS 2,980.000 LF SILT FENCE 18,930.000 LF DITCH CHECK 20.000 TON

Call No.: 060 Page: 8 SC File NO(S).: 4047940 PCN: P033618 Project No.: P033618 Letting Date: April 10, 2018 CO(S).: Richland DBE Goal Percent: 0.00% Cost of Road Plans: $21.00 Description: I-77 DYNAMIC SIGN STRUCTURES AND CAMERA INSTALLATION Completion Date: 12/31/2018 1.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS BORROW EXCAVATION 2.000 CY FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 300.000 LF 2" SCHEDULE 80 HDPE CONDUIT 150.000 LF FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (TRENCHLESS) 237.000 LF 16 IN. ABOVE GROUND UTILITY MARKER 6.000 EA 12 SMFO LOOSE TUBE - DROPS 600.000 LF ELECTRICAL SERVICE FOR ITS - IN EXCESS OF 50FT. 2.000 EA 17"X30"X28"D.ELEC.FLUSH UNDGRD.ENCLOSURE-(STR.POLY.CONC.)HD 2.000 EA 30"X48"X30"D.ELEC.FLUSH UNDGRD.ENCLOSURE-(STR.POLY.CONC.)HD 4.000 EA 60' CONCRETE STRAIN POLE 1.000 EA VARIABLE MESSAGE SIGN (PERMANENT WITH STRUCTURE) 2.000 EA CAMERA LOWERING DEVICE 1.000 EA INSTALL ITS CABINET - BASE MOUNTED 1.000 EA STEEL BEAM GUARDRAIL STEEL BEAM GR. 822.000 LF END ANCHOR-TYPE B 5.000 EA END TERMINAL - TYPE T 6.000 EA

Call No.: 070 Page: 9 SC File NO(S).: 5114570 PCN: P032343 Project No.: P032343 Letting Date: April 10, 2018 CO(S).: DISTRICT 1 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-18 NON-INTERSTATE GUARDRAIL REPAIR DISTRICT ONE Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 75.000 EA TRAFFIC CONTROL 75.000 EA REMOVAL OF EXIST. GUARDRAIL 100.000 LF REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 500.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 7,000.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 50.000 LF STEEL BEAM GUARDRAIL (THRIE) 50.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 50.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 25.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF END ANCHOR-TYPE B 5.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 10.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 5.000 EA END TERMINAL - TYPE T 20.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 60.000 EA THRIE BEAM G.R.BRIDGE CONN. 20.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 4.000 EA ADDITIONAL LENGTH GUARDRAIL POST 22.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 2.000 EA GUARDRAIL LEADING END IA-1 TEST LEVEL 3 UNIDIRECTION SYSTEM 1.000 EA

Call No.: 070 Page: 10 GUARDRAIL LEADING END IA-1 TEST LEVEL 3 BIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-2 TEST LEVEL 3 BRAKEMASTER 1.000 EA GUARDRAIL LEADING END IA-3 TEST LEVEL 3 CAT 1.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 080 Page: 11 SC File NO(S).: 5146850 PCN: P036931 Project No.: P036931 PCN: P036932 Project No.: P036932 PCN: P036956 Project No.: P036956 PCN: P037091 Project No.: P037091 PCN: P037092 Project No.: P037092 Letting Date: April 10, 2018 CO(S).: Lexington Richland DBE Goal Percent: 0.00% Cost of Road Plans: Description: FDP AND PVMT MARKINGS Completion Date: 4/30/2019 15.8900 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS MAINTENANCE STONE 203.500 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 20,350.000 SY 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 67,470.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 189.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 2,130.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 67,520.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 1,900.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 1,900.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 46.000 EA

Call No.: 090 Page: 12 SC File NO(S).: Letting Date: Letting Time: 5146980 April 10, 2018 02:00 PM Completion Date: 4/30/2019 PCN: P036933 PCN: P036934 PCN: P036935 CO(S).: Kershaw Lee Sumter Description: FD PATCHING AND PVMT MARKINGS Project No.: P036933 Project No.: P036934 Project No.: P036935 DBE Goal Percent: 0.00% Cost of Road Plans: 45.5500 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS MAINTENANCE STONE 253.941 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 25,394.100 SY 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 127,388.400 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 158.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 5,943.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 111,110.400 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 1,200.000 LF 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 100.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 1,000.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 1,094.000 EA

Call No.: 100 Page: 13 SC File NO(S).: 5147600 PCN: P036977 Project No.: P036977 PCN: P036978 Project No.: P036978 Letting Date: April 10, 2018 CO(S).: Lexington Richland DBE Goal Percent: 0.00% Cost of Road Plans: Description: SHLD PAVING, FDP, LEVEL, CHIP SEAL Completion Date: 6/30/2019 10.2900 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS CSX RAILROAD INSURANCE AND FLAGGING 001 1.000 LS BORROW EXCAVATION 256.000 CY EXCAVATION FOR SHOULDER PAVING 157.350 STA HAULING OF EXCAVATED SHOULDER MATERIAL 157.350 STA MAINTENANCE STONE 27.250 TON HMA SHOULDER WIDENING COURSE 527.000 TON LIQUID ASPHALT BINDER PG64-22 37.060 TON FULL DEPTH ASPH. PAV. PATCHING 6" UNIF. 2,725.000 SY HOT MIX ASPHALT SURFACE COURSE TYPE D 170.000 TON ASPHALT SURFACE TREATMENT(SINGLE TREATMENT) 125,616.480 SY PERMANENT CONSTRUCTION SIGNS (GROUND MOUNTED) 2,396.000 SF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 55,591.000 LF 24" WHITE SOLID LINES (STOP/DIAGONAL LINES)-FAST DRY PAINT 563.000 LF RAILROAD CROSSING SYMBOLS - FAST DRY PAINT 1.000 EA 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 280.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 71,951.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 15,250.000 LF 24" WHITE SOLID LINES (STOP/DIAG LINES)-THERMO.-125 MIL 563.000 LF RAILROAD CROSSING SYMBOLS - THERMOPLASTIC - 125 MIL. 1.000 EA 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 280.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 14,330.000 LF PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 704.000 EA PERMANENT GRASSING FOR SMALL PROJECTS 0.050 ACRE

Call No.: 110 Page: 14 SC File NO(S).: 5147850 PCN: P037174 Project No.: P037174 Letting Date: April 10, 2018 CO(S).: DISTRICT 1 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2018 RPMS PRIMARY & SECONDARY ROUTES - DISTRICT 1 Completion Date: 10/15/2018 750.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 19,635.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 12,010.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 69,300.000 EA

Call No.: 120 Page: 15 SC File NO(S).: 5147960 PCN: P037204 Project No.: P037204 Letting Date: April 10, 2018 CO(S).: DISTRICT 1 DBE Goal Percent: 0.00% Cost of Road Plans: Description: ON CALL INTERSTATE GUARDRAIL DISTRICT 1 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 1031030 200.000 EA BONDS AND INSURANCE 1032010 1.000 LS TRAFFIC CONTROL 1071100 200.000 EA REMOVAL OF EXIST. GUARDRAIL 2027801 100.000 LF REMOVE & DISPOSE SEMI-RIGID GR DEVICE 8050010 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 8051100 500.000 LF MT3 LEADING END TREATMENT TL3 8051151 2.000 EA MT2 LEADING END TREATMENT TL2 8051155 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 8051190 13,200.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 8051207 50.000 LF STEEL BEAM GUARDRAIL (THRIE) 8051300 130.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 8051320 130.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 8051470 28.000 LF MB TRAILING END TREATMENT 8051710 2.000 EA MGS3 GR STANDARD SHOULDER 8052100 100.000 LF MGS3CS GR COMPRESSED SHOULDER 8052150 100.000 LF MGS2C GR BEHIND CURB 8052200 100.000 LF END ANCHOR-TYPE B 8052210 5.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 8052230 10.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 8052235 3.000 EA END TERMINAL - TYPE T 8052300 75.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 8052390 75.000 EA THRIE BEAM G.R.BRIDGE CONN. 8052600 6.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 8052610 6.000 EA ADDITIONAL LENGTH GUARDRAIL POST 8053000 22.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 8053253 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 8053255 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 8055300 10.000 EA END TREATMENT TYPE IA-1 8056501 2.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 8056520 2.000 EA

Call No.: 120 Page: 16 GUARDRAIL LEADING END IA-1 TEST LEVEL 3 UNIDIRECTION SYSTEM 8057201 1.000 EA GUARDRAIL LEADING END IA-1 TEST LEVEL 3 BIDIRECTION SYSTEM 8057202 1.000 EA GUARDRAIL LEADING END IA-2 TEST LEVEL 3 BRAKEMASTER 8057203 1.000 EA GUARDRAIL LEADING END IA-3 TEST LEVEL 3 CAT 8057204 1.000 EA 2' CRASH CUSHION 2A 8057305 1.000 EA 2' CRASH CUSHION 2B 8057310 1.000 EA 2' CRASH CUSHION 2C 8057315 1.000 EA WIDE CRASH CUSHION 2A 8057325 1.000 EA WIDE CRASH CUSHION 2B 8057330 1.000 EA WIDE CRASH CUSHION 2C 8057335 1.000 EA 2' CRASH CUSHION 3A 8057350 1.000 EA 2' CRASH CUSHION 3B 8057355 1.000 EA 2' CRASH CUSHION 3C 8057360 1.000 EA WIDE CRASH CUSHION 3A 8057370 1.000 EA WIDE CRASH CUSHION 3B 8057375 1.000 EA WIDE CRASH CUSHION 3C 8057380 1.000 EA

Call No.: 130 Page: 17 SC File NO(S).: 5214290 PCN: P032298 Project No.: P032298 Letting Date: April 10, 2018 CO(S).: DISTRICT2 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 NON-INTERSTATE GUARDRAIL PROGRAM Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 60.000 EA TRAFFIC CONTROL 175.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 20,000.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 5,000.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 62.500 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 20.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 15.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 70.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 20.000 EA ADDITIONAL LENGTH GUARDRAIL POST 38.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 2.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA

Call No.: 130 Page: 18 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 140 Page: 19 SC File NO(S).: 5247860 PCN: P037175 Project No.: P037175 Letting Date: April 10, 2018 CO(S).: DISTRICT2 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2018 RPMS ON PRIMARY & SECONDARY ROUTES - DISTRICT 2 Completion Date: 10/15/2018 750.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 8,085.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 6,930.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 80,850.000 EA

Call No.: 150 Page: 20 SC File NO(S).: 5247930 PCN: P032297 Project No.: P032297 Letting Date: April 10, 2018 CO(S).: DISTRICT2 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 INTERSTATE GUARDRAIL PROGRAM Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 20.000 EA TRAFFIC CONTROL 115.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 10,000.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 1,400.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 200.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 20.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 15.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 45.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 20.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 5.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA

Call No.: 150 Page: 21 WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 160 Page: 22 SC File NO(S).: 5314300 PCN: P032300 Project No.: P032300 Letting Date: April 10, 2018 CO(S).: DISTRICT3 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 NON-INTERSTATE GUARDRAIL PROGRAM DISTRICT-3 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 1.000 EA TRAFFIC CONTROL 275.000 EA REMOVAL OF EXIST. GUARDRAIL 100.000 LF REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 100.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 15,000.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 4.000 LF STEEL BEAM GUARDRAIL (THRIE) 200.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 210.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 200.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF END ANCHOR-TYPE B 10.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 40.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 1.000 EA END TERMINAL - TYPE T 10.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 158.000 EA THRIE BEAM G.R.BRIDGE CONN. 4.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 30.000 EA ADDITIONAL LENGTH GUARDRAIL POST 200.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 4.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 20.000 EA

Call No.: 160 Page: 23 GUARDRAIL LEADING END IA-1 TEST LEVEL 3 UNIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-1 TEST LEVEL 3 BIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-2 TEST LEVEL 3 BRAKEMASTER 1.000 EA GUARDRAIL LEADING END IA-3 TEST LEVEL 3 CAT 1.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 170 Page: 24 SC File NO(S).: 5314310 PCN: P032302 Project No.: P032302 Letting Date: April 10, 2018 CO(S).: DISTRICT3 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 INTERSTATE GUARDRAIL PROGRAM DISTRICT 3 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 150.000 EA TRAFFIC CONTROL 150.000 EA REMOVAL OF EXIST. GUARDRAIL 100.000 LF REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 100.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 3,000.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 100.000 LF STEEL BEAM GUARDRAIL (THRIE) 100.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 400.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 5.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF END ANCHOR-TYPE B 1.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 15.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 1.000 EA END TERMINAL - TYPE T 1.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 40.000 EA THRIE BEAM G.R.BRIDGE CONN. 1.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 10.000 EA ADDITIONAL LENGTH GUARDRAIL POST 100.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 1.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 12.000 EA

Call No.: 170 Page: 25 GUARDRAIL LEADING END IA-1 TEST LEVEL 3 UNIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-1 TEST LEVEL 3 BIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-2 TEST LEVEL 3 BRAKEMASTER 1.000 EA GUARDRAIL LEADING END IA-3 TEST LEVEL 3 CAT 1.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 180 Page: 26 SC File NO(S).: 5347870 PCN: P037176 Project No.: P037176 Letting Date: April 10, 2018 CO(S).: DISTRICT3 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2018 RPMS ON PRIMARY AND SECONDARY ROUTES - DISTRICT 3 Completion Date: 10/31/2018 825.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 22,525.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 14,440.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 86,625.000 EA

Call No.: 190 Page: 27 SC File NO(S).: 5414580 PCN: P032346 Project No.: P032346 Letting Date: April 10, 2018 CO(S).: DISTRICT4 DBE Goal Percent: 0.00% Cost of Road Plans: Description: REPAIR/REPLACE OF INTERSTATE GR IN DISTRICT 4 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 30.000 EA TRAFFIC CONTROL 75.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 10,000.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 800.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 10.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 10.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 10.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 40.000 EA THRIE BEAM G.R.BRIDGE CONN. 10.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 10.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 10.000 EA

Call No.: 200 Page: 28 SC File NO(S).: 5414590 PCN: P032347 Project No.: P032347 Letting Date: April 10, 2018 CO(S).: DISTRICT4 DBE Goal Percent: 0.00% Cost of Road Plans: Description: REPAIR/REPLACEMENT OF NON-INTERSTATE GR IN DISTRICT 4 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 100.000 EA TRAFFIC CONTROL 100.000 EA REMOVAL OF EXIST. GUARDRAIL 750.000 LF REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 6,000.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 1,500.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 100.000 LF STEEL BEAM GUARDRAIL (THRIE) 2,000.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 300.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 100.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF END ANCHOR-TYPE B 4.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 4.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 4.000 EA END TERMINAL - TYPE T 60.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 60.000 EA THRIE BEAM G.R.BRIDGE CONN. 4.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 4.000 EA ADDITIONAL LENGTH GUARDRAIL POST 700.000 LF MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 1.000 EA GUARDRAIL LEADING END IA-1 TEST LEVEL 3 UNIDIRECTION SYSTEM 1.000 EA

Call No.: 200 Page: 29 GUARDRAIL LEADING END IA-1 TEST LEVEL 3 BIDIRECTION SYSTEM 1.000 EA GUARDRAIL LEADING END IA-2 TEST LEVEL 3 BRAKEMASTER 1.000 EA GUARDRAIL LEADING END IA-3 TEST LEVEL 3 CAT 1.000 EA

Call No.: 210 Page: 30 SC File NO(S).: Letting Date: Letting Time: 5425771 April 10, 2018 02:00 PM Completion Date: 10/31/2019 PCN: P032153 CO(S).: Cherokee Chesterfield Fairfield Lancaster York Description: FY17 TRAFFIC SIGNAL REBUILDS IN DISTRICT 4 Project No.: P032153 DBE Goal Percent: 0.00% Cost of Road Plans: $10.00 0.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 40.000 LF 8" WHITE SOLID LINES THERMOPLASTIC - 125 MIL. 995.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 200.000 LF REMOVAL OF PAVEMENT MARKINGS 60.000 LF Flat Sheet, Type XI, Size Determined by MSG, Overhead 80.000 SF FURNISH & INSTALL 1.0" GALVANIZED RIGID CONDUIT 40.000 LF FURNISH & INSTALL 2.0" GALVANIZED RIGID CONDUIT 210.000 LF FURNISH & INSTALL 3.0" GALVANIZED RIGID CONDUIT 20.000 LF FURNISH & INSTALL 1.0" SCHEDULE 80 PVC CONDUIT 610.000 LF FURNISH & INSTALL 2.0" SCHEDULE 80 PVC CONDUIT 1,440.000 LF FURNISH & INSTALL 3.0" SCHEDULE 80 PVC CONDUIT 290.000 LF FURNISH & INSTALL 2" SCHEDULE 80 HDPE CONDUIT (DIRECTIONAL BORED) 835.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - BLACK 6,815.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 4 CONDUCTOR - GRAY 9,830.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (BLACK) 5,180.000 LF FURNISH & INSTALL NO. 14 COPPER WIRE, 8 CONDUCTOR (GRAY) 730.000 LF FURNISH & INSTL NO. 14 COPPER WIRE,1-CONDUCTOR FOR LOOP WIRE 5,980.000 LF FURNISH & INSTALL FIBER OPTIC CABLE-SINGLE MODE 200.000 LF FURNISH & INSTALL FIBER OPTIC INTERCONNECT CENTER 2.000 EA SAWCUT FOR LOOP DETECTOR 2,125.000 LF FURNISH & INSTALL ELECTRICAL SERVICE FOR TRAFFIC SIGNAL 8.000 EA F&I-12"X12"X12"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 5.000 EA F&I-13"X24"X18"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 12.000 EA F&I-17"X30"X26"D.ELEC.FLUSH UNDGRD.ENCLOS-(STR.POLY.CONC.)HD 13.000 EA FURNISH & INSTALL 13" X 26' STEEL STRAIN POLE AND FOUNDATION 4.000 EA FURNISH & INSTALL 13" X 28' STEEL STRAIN POLE AND FOUNDATION 7.000 EA FURNISH & INSTALL 3/8" GALVANIZED STEEL CABLE 1,785.000 LF

Call No.: 210 Page: 31 FURNISH & INSTALL 4' BREAK-AWAY ALUMINUM PEDESTAL POLE 2.000 EA FURNISH & INSTALL 10' BREAK-AWAY ALUM PEDESTAL POLE AND BASE 9.000 EA F&I - CONTR 332/336 CABINET ASSEMBLY - BASE MOUNTED 001 8.000 EA FURNISH & INSTALL -12" 4 SECTION SIGNAL HEAD 4.000 EA FURNISH & INSTALL - 12" 3 SECTION SIGNAL HEAD 002 61.000 EA F&I - 1-WAY-1SECT.HAND/MAN EMBLEM PEDESTRIAN SIGNAL HEAD 48.000 EA FURNISH & INSTALL PEDESTRIAN PUSH BUTTON AND SIGN (R-10-4B) 2.000 EA F&I-PED PUSH BUTTON MICRO ASSEMBLY(9"X15")AND SIGN(R-10-3E or R10-4a) 40.000 EA BACKPLATE W/ RETROREFL.BORDERS FOR TRAFF. SIG. 65.000 EA REMOVAL,SALVAGE,&DISP.OF EXISTING TRAF. SIGNAL EQUIPMENT 1.000 LS TEMPORARY ADJUSTMENT OF TRAFFIC SIGNAL EQUIPMENT 1.000 LS F&I - VIDEO DETECTION SYSTEM W/ ONE CAMERA, HARDWARE & LEAD-IN 2.000 EA FURNISH & INSTALL VIDEO DETECTION CAMERA W/ HARDWARE & LEAD-IN 1.000 EA FURNISH & INSTALL CONCRETE CABINET FOUNDATION 7.000 EA DETECTABLE WARNING MATERIAL 139.000 SF CONCRETE MEDIAN 140.000 SY PEDESTRIAN RAMP CONSTRUCTION 50.000 SY SURFACE APPLIED DETECTABLE WARNING 200.000 SF

Call No.: 220 Page: 32 SC File NO(S).: 5446760 PCN: P036896 PCN: P036906 Project No.: P036896 Project No.: P036906 Letting Date: April 10, 2018 CO(S).: Cherokee York DBE Goal Percent: 0.00% Cost of Road Plans: Description: DRAINAGE REPAIR AND REPLACEMENT Completion Date: 11/30/2018 0.0900 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS REMOVAL & DISPOSAL OF EXISTING DROP INLET 1.000 EA REMOVAL & DISPOSAL OF EXISTING CURB 100.000 LF SITE EXCAVATION 1.000 LS 48" DIAMETER PIPE ADDITIONAL FOUNDATION WORK 100.000 LF 36" SMOOTH WALL PIPE 16.000 LF 42" SMOOTH WALL PIPE 24.000 LF 48" SMOOTH WALL PIPE 100.000 LF CATCH BASIN -TYPE 17 1.000 EA MANHOLE WITH STANDARD 6' X 6' BOX 1.000 EA CONCRETE COLLAR FOR UP TO 48" PIPE 2.000 EA ADJUST CATCH BASIN 1.000 EA CONCRETE CURB AND GUTTER(1'-6") VERTICAL FACE 100.000 LF CONCRETE CURB AND GUTTER(2'-0") VERTICAL FACE 85.000 LF CONCRETE FLUME 50.000 LF RIP-RAP (CLASS B) 125.000 TON GEOTEXTILE FOR EROSION CONTROL UNDER RIPRAP(CLASS 1)TYPE A 125.000 SY PERMANENT GRASSING FOR SMALL PROJECTS 0.125 ACRE TEMPORARY EROSION CONTROL BLANKET (CLASS A) 0.242 MSY SILT FENCE 300.000 LF STABILIZED CONSTRUCTION ENTRANCE 200.000 SY

Call No.: 230 Page: 33 SC File NO(S).: 5447880 PCN: P037177 Project No.: P037177 Letting Date: April 10, 2018 CO(S).: DISTRICT4 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2018 RPMS ON PRIMARY AND SECONDARY ROUTES Completion Date: 10/31/2018 765.0000 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 11,780.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 7,160.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 66,990.000 EA

Call No.: 240 Page: 34 SC File NO(S).: 5514630 PCN: P032348 Project No.: P032348 Letting Date: April 10, 2018 CO(S).: DISTRICT5 DBE Goal Percent: 0.00% Cost of Road Plans: Description: NON-INT REPAIR/REPLACEMENT OF GUARDRAIL & ATTENUATORS Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 25.000 EA TRAFFIC CONTROL 40.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 3,400.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 12,500.000 LF GUARDRAIL THRIE-BEAM WITH BASE PLATE 6.25 POST SPACING 300.000 LF STEEL BEAM GUARDRAIL (THRIE) 400.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 800.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF END ANCHOR-TYPE B 8.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B 8.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 8.000 EA END TERMINAL - TYPE T 24.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 36.000 EA THRIE BEAM G.R.BRIDGE CONN. 10.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 16.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA

Call No.: 240 Page: 35 WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 250 Page: 36 SC File NO(S).: 5514680 PCN: P032345 Project No.: P032345 Letting Date: April 10, 2018 CO(S).: DISTRICT5 DBE Goal Percent: 0.00% Cost of Road Plans: Description: REPAIR/REPLACEMENT OF GUARDRAIL AND ATTENUATORS INT Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 20.000 EA TRAFFIC CONTROL 30.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF STEEL BEAM GUARDRAIL STEEL BEAM GR. 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 3,200.000 LF STEEL BEAM GUARDRAIL (THRIE) 200.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 800.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 16.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 12.000 EA END TERMINAL - TYPE T 8.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 28.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 16.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA REMOVE AND REPLACE END TREATMENT TYPE IA-1 8.000 EA 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA

Call No.: 250 Page: 37 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 260 Page: 38 SC File NO(S).: 5614750 PCN: P032384 Project No.: P032384 Letting Date: April 10, 2018 CO(S).: DISTRICT6 DBE Goal Percent: 0.00% Cost of Road Plans: Description: ON CALL INTERSTAE GUARDRAIL IN DISTRCIT SIX Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 60.000 EA TRAFFIC CONTROL 60.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 3,000.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 150.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 100.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 4.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 2.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 50.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 4.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 1.000 EA POWDER COATING OF GUARDRAIL COMPONENTS 400.000 LF 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA 2' CRASH CUSHION 3B 1.000 EA

Call No.: 260 Page: 39 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA WIDE CRASH CUSHION 3C 1.000 EA

Call No.: 270 Page: 40 SC File NO(S).: 5614760 Letting Date: April 10, 2018 PCN: P032385 CO(S).: DISTRICT6 Project No.: P032385 DBE Goal Percent: 0.00% Cost of Road Plans: Description: ON CALL GUARDRAIL DISTRICT SIX Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 50.000 EA TRAFFIC CONTROL 50.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 1,500.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 100.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 50.000 LF MB TRAILING END TREATMENT 2.000 EA MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 4.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 2.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 49.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 4.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 1.000 EA THRIE BEAM GUARDRAIL BRACKET CONNECTION 1.000 EA POWDER COATING OF GUARDRAIL COMPONENTS 200.000 LF 2' CRASH CUSHION 2A 1.000 EA 2' CRASH CUSHION 2B 1.000 EA 2' CRASH CUSHION 2C 1.000 EA WIDE CRASH CUSHION 2A 1.000 EA WIDE CRASH CUSHION 2B 1.000 EA WIDE CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3A 1.000 EA

Call No.: 270 Page: 41 2' CRASH CUSHION 3B 1.000 EA 2' CRASH CUSHION 3C 1.000 EA WIDE CRASH CUSHION 3A 1.000 EA WIDE CRASH CUSHION 3B 1.000 EA

Call No.: 280 Page: 42 SC File NO(S).: 5625521 Letting Date: April 10, 2018 PCN: P028006 CO(S).: Beaufort Berkeley Project No.: P028006 DBE Goal Percent: 0.00% Charleston Colleton Cost of Road Plans: Dorchester Jasper Description: 2017 RUMBLE STRIPES DISTRICT 6 121.1300 Completion Date: 5/31/2019 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS MILLED-IN RUMBLE STRIP 212.290 MI 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 1,253,551.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 92,606.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 685,171.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 9,946.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 1,119,120.000 LF 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 92,606.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 683,376.000 LF PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 130.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 11.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 7,995.000 EA REMOVAL OF PAVEMENT MARKINGS 1,905,047.000 LF EVALUATION OF PAVEMENT MARKING RETROREFLECTIVITY 1.000 LS 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO. PROFILE 134,431.000 LF

Call No.: 290 Page: 43 SC File NO(S).: 5714550 PCN: P032339 Project No.: P032339 Letting Date: April 10, 2018 CO(S).: DISTRICT7 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 INTERSTATE GUARDRAIL PROGRAM - DISTRICT 7 Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 20.000 EA TRAFFIC CONTROL 75.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF GUARDRAIL POST GR. POST 160.000 EA MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 5,650.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 480.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 230.000 LF MB TRAILING END TREATMENT 2.000 EA RESET GUARDRAIL RESET GR. 358.000 LF MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 15.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 15.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 60.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 8.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA END TREATMENT TYPE IA-1 8.000 EA

Call No.: 300 Page: 44 SC File NO(S).: 5714560 PCN: P032340 Project No.: P032340 Letting Date: April 10, 2018 CO(S).: DISTRICT7 DBE Goal Percent: 0.00% Cost of Road Plans: Description: 2017-2018 NON-INTERSTATE GUARDRAIL PROGRAM Completion Date: 6/30/2019 0.0000 MOBILIZATION (SEVERE DAMAGE TO GUARDRAIL) 15.000 EA TRAFFIC CONTROL 25.000 EA REMOVE & DISPOSE SEMI-RIGID GR DEVICE 200.000 LF GUARDRAIL POST GR. POST 100.000 EA MT3 LEADING END TREATMENT TL3 2.000 EA MT2 LEADING END TREATMENT TL2 2.000 EA REMOVE AND REPLACE W BEAM GUARDRAIL 1,810.000 LF REMOVE AND REPLACE THRIE BEAM GUARDRAIL 404.000 LF REMOVE AND REPLACE CRITICAL OFFSET THRIE BEAM GUARDRAIL 70.000 LF STEEL BEAM GUARDRAIL BRIDGE RAIL 300.000 LF MB TRAILING END TREATMENT 2.000 EA RESET GUARDRAIL RESET GR. 140.000 LF MGS3 GR STANDARD SHOULDER 100.000 LF MGS3CS GR COMPRESSED SHOULDER 100.000 LF MGS2C GR BEHIND CURB 100.000 LF REMOVE AND REPLACE END ANCHOR-TYPE B 10.000 EA REMOVE AND REPLACE END ANCHOR-TYPE B (THRIE) 10.000 EA REMOVE AND REPLACE END TERMINAL - TYPE T 30.000 EA REMOVE AND REPLACE THRIE BEAM G.R.BRIDGE CONN. 10.000 EA MTBBC3 MASH THRIE-BEAM BARRIER CONNECTOR TL3 2.000 EA MTBBC2 MASH THRIE-BEAM BARRIER CONNECTOR TL2 2.000 EA FLEXIBLE DELINEATOR POST WITH GROUND ANCHOR 10.000 EA 2' CRASH CUSHION 2C 1.000 EA 2' CRASH CUSHION 3C 1.000 EA

Call No.: 310 Page: 45 SC File NO(S).: 5725541 PCN: P028007 Project No.: P028007 Letting Date: Letting Time: April 10, 2018 02:00 PM CO(S).: Aiken Allendale Barnwell Calhoun Clarendon Hampton Orangeburg Description: 2017 RUMBLE STRIPES DISTRICT7 Completion Date: 6/30/2019 DBE Goal Percent: 0.00% Cost of Road Plans: 119.0600 MOBILIZATION 1.000 LS TRAFFIC CONTROL 1.000 LS MILLED-IN RUMBLE STRIP 261.610 MI 4" WHITE BROKEN LINES -(GAPS EXCLUDED)-FAST DRY PAINT 3,796.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES)-FAST DRY PAINT 1,357,762.000 LF 4" YELLOW BROKEN LINES(GAPS EXC) - FAST DRY PAINT 117,305.000 LF 4"YELLOW SOLID LINE(PVT.EDGE&NO PASSING ZONE)-FAST DRY PAINT 767,300.000 LF 4" WHITE BROKEN LINES(GAPS EXCL.)THERMOPLASTIC- 90 MIL. 12,235.000 LF 4" WHITE SOLID LINES (PVT. EDGE LINES) THERMO.- 90 MIL. 1,357,762.000 LF 4" YELLOW BROKEN LINES(GAPS EXC)THERMOPLASTIC - 90 MIL. 117,305.000 LF 4" YELLOW SOLID LINES(PVT.EDGE LINES) THERMO-90 MIL. 728,980.000 LF PERMANENT CLEAR PAVEMENT MARKERS- MONO-DIR.- 4"X4" 217.000 EA PERMANENT YELLOW PAVEMENT MARKERS MONO-DIR.- 4"X 4" PERM. YEL. 150.000 EA PERMANENT YELLOW PAVEMENT MARKERS BI-DIR.- 4"X4" 8,659.000 EA REMOVAL OF PAVEMENT MARKINGS 2,216,281.000 LF EVALUATION OF PAVEMENT MARKING RETROREFLECTIVITY 1.000 LS

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. In addition to the Standard Specifications for Highway Construction, Edition of 2007, 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 334 in the Headquarters building, 955 Park Street, Columbia, SC, or by calling Jeff Elliott at (803)737-1253. 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). If an electronic bond is utilized, the Bond ID number must be provided on the Surety 2000 or SurePath Network electronic bond form. NO OTHER FORM OF PROPOSAL GUARANTY WILL BE ACCEPTED. SUBMISSION OF BID BONDS. Bid Bonds may be submitted electronically, by US mail, express delivery service or hand-delivered. Bid Bonds not submitted electronically must be submitted in advance of the bid opening. 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. IRREGULAR ELECTRONIC BIDS. Electronic bids may be declared irregular for any of the following

2024 © autodocbox.com Privacy Policy | Terms of Service | Feedback