CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/08/15 HIGHWAY: LP 289 COUNTY: 06/09/2009 ESTIMATE PAID: AWARD DATE: 06/25/2009 ESTIMATE PERIOD:

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

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 09/08/16

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 05/10/13 HIGHWAY: FM 3301 COUNTY: 09/09/2011 ESTIMATE PAID: AWARD DATE: 09/29/2011 ESTIMATE PERIOD:

AMENDMENT OF SOLICITATION Old Hueco Tanks Rd. Improvements

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 07/11/18 HIGHWAY: FM 3151 COUNTY: 12/02/2015 ESTIMATE PAID: AWARD DATE: 12/17/2015 ESTIMATE PERIOD:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 11/09/17 HIGHWAY: US 287 COUNTY: 11/04/2015 ESTIMATE PAID: AWARD DATE: 11/19/2015 ESTIMATE PERIOD:

NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 6/04/2014

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

APPROACH SLAB (HPC) CY RETAINING WALL (MSE) SF 52, RETAINING WALL (CONC BLOCK) SF 493.

NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 4/28/2015

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/09/19 HIGHWAY: 02/10/2016 ESTIMATE PAID: AWARD DATE: 02/25/2016 ESTIMATE PERIOD:

NOTIFICATION OF ADDENDUM ADDENDUM NO. 2 DATED 7/09/2013

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/06/15 HIGHWAY: COUNTY: 09/07/2012 ESTIMATE PAID: AWARD DATE: 09/27/2012 ESTIMATE PERIOD:

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 02/09/18 HIGHWAY: FM 423 COUNTY: 05/06/2014 ESTIMATE PAID: AWARD DATE: 05/29/2014 ESTIMATE PERIOD:

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

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: COUNTY: 08/12/2015 ESTIMATE PAID: AWARD DATE: 08/14/2015 ESTIMATE PERIOD:

NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 7/02/2004

CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 03/08/16 07/07/2011 ESTIMATE PAID: AWARD DATE: 07/28/2011 ESTIMATE PERIOD: 00/00/0000 % TIME USED:

ADDENDUM 3 - JULY 24, 2015

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

NOTIFICATION OF ADDENDUM ADDENDUM NO. 1 DATED 9/13/2006

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

AVERAGE LOW BID UNIT PRICE - CONSTRUCTION - STATEWIDE 3 MONTH MOVING AVERAGE

Whitley & Siddons Bid Tabulations

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

Licensed Class C Virginia Contractor No.

Federal Project No.: STP-5128(388)

APPENDIX H COST ESTIMATES

MoDOT 2016 UNIT BID PRICES Northwest District

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

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

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

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

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

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

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

Steese Rd - Curb & Sidewalk Improvement

Macomb County Department of Roads Bid Comparison

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

PAGE 1 of 18 WEIGHTED AVERAGE

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

Austin Constructors, LLC S FM N. Richey 9810 FM 969. Pasadena, TX Austin, TX 78724

METRO Magnolia Transit Center - Bid Tab

Ingham County Request for Proposals Okemos Road and Sandhill Road Widening, Packet #15-15

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

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

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

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

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

Project Book Worksheet for Cost Estimation

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

CT Consultants, Inc.

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

Maine Turnpike Authority

Maine Turnpike Authority

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

Tahoe-Reno Industrial Center Total Bonding Amounts Engineer's Opinion of Probable Construction Costs (30% Submittal) Project No. 783.

Artist Rendering. Design-Build Project for. Route 29 Solutions. Albemarle County, Virginia Contract ID No. C DB80

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

Maine Turnpike Authority

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

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Maine Turnpike Authority

Maine Turnpike Authority

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

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

DESCRIPTION QUANTITY PRICE TOTAL

County of Los Angeles Department of Public Works BID SUMMARY

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

Wentzville Parkway South Phase 2 & 2A

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

Schedule of Pay Items

Maine Turnpike Authority

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

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

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

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

STATEWIDE AVERAGES 31, 2014 THROUGH 1, 2016 ITEM ITEM DESCRIPTION UNIT MINIMUM MAXIMUM AVERAGE

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

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

OTTAWA COUNTY ROAD COMMISSION Bid Comparison

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

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

Maine Turnpike Authority

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

Riverside County Transportation Department Summary of Bids

Information Technology Solutions

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

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

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

Units Est. Qty. Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price Unit Price Total Price

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

Transportation Analysis. Pedestrian Pathways. Sterling District. County Project Manager: Suheili Pérez-Jiménez. Prepared by: J2 Engineers, Inc.

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

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

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

COST ESTIMATES: Curb-Running

Federal Project No.: STP-5A03 (950); STP-5A03 (956)

Ohio Department of Transportation Official Bid Tabulation Jerry Wray, Director

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:

1,297,105.73 CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 04/08/15 466 186.00 CONTRACT ID: 078302064 PROJECT: STP 2009(104)ES CONTRACT: 06093001 AWARD : 25,867,573.35 PROJECTED : 25,867,573.35 ADJ. PROJECTED : 27,164,679.08 CONTRACT: CONTRACTOR: C & C ROAD CONSTRUCTION, INC. HIGHWAY: LP 289 DISTRICT NAME: Lubbock COUNTY: LUBBOCK AREA ENGINEER: Will Barnett, P.E. AREA NUMBER: 056 ESTIMATE NUMBER: 0027 LETTING DATE: 06/09/2009 ESTIMATE PAID: AWARD DATE: 06/25/2009 ESTIMATE PERIOD: 10/15/2011 to 10/13/2014 NOTICE TO PROCEED DATE: 07/21/2009 ESTIMATE TYPE: SUPP WORK BEGIN DATE: 08/06/2009 % COMPLETE: 97.19 ACCEPTED DATE: 07/15/2011 % TIME USED: 10 PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: RECAPITULATION TOTAL PREV THIS ESTIMATE EARNINGS 26,401,805.01 26,401,805.01 PARTICIPATING NON-PARTICIPATING 26,401,805.01 26,401,805.01 RETAINAGE LIQUIDATED DAMAGES INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS 780,105.99 780,105.99 PAID TO CONTRACTOR 27,181,91 26,401,805.01 780,105.99 CONTRACT ADJUSTMENTS THIS ESTIMATE ADJUSTMENTS THIS ESTIMATE ADJUSTMENT : ADJUSTMENT : REMARKS: ADJUSTMENT : ADJUSTMENT : REMARKS: ***There are no Contract Adjustments for this estimate*** ***There are no Line Item Adjustments for this estimate*** CERTIFIED AS CORRECT AND ONE COPY HAS BEEN GIVEN TO THE CONTRACTOR AREA/PROJECT ENGINEER DATE

CONTRACTOR'S ESTIMATE PACKAGE Page 2 of 19 CONTRACT TIME STATEMENT WORK BEGIN DATE: TIME CHARGES BEGIN: DAYS: C. O. ADJUSTED DAYS: CURRENT DAYS: DAYS CHARGED : 08/06/2009 08/06/2009 280 186 466 466 ASSESSED LIQ DAMAGES: LIQ DAMAGE RATE: LIQUIDATED DAMAGES: TOTAL: 0 2,80 0 DAYS AT PER DAY 2,80 PHYSICAL WORK COMPLETE: 00/00/0000

CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 19 WORK PERFORMED THIS PERIOD *** NO EARNINGS THIS ESTIMATE***

CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 19 CONTRACT S PROJECT STP 2009(104)ES CONTROL 078302064 001 ROADWAY SUPP 0060 01042009 000 REMOVING CONC (RIPRAP) SY 10 5,230 0 5,285.95 52,859.45 0065 01042010 000 REMOVING CONC (RIPRAP) CY 200 19.000 0 19.00 3,80 0070 01042011 000 REMOVING CONC (MEDIANS) SY 10 603.000 0 1,121.64 11,216.44 0075 01042017 000 REMOVING CONC (DRIVEWAYS) SY 15.000 163.000 0 163.00 2,445.00 0080 01042022 000 REMOVING CONC (CURB AND GUTTER) LF 0 4,227.000 0 3,921.30 15,685.20 0085 01042028 000 REMOVING CONC (MISC) SY 25.000 90 0 106.40 2,659.98 0090 01102001 000 EXCAVATION (ROADWAY) CY 8.600 63,465.000 0 63,639.35 547,298.38 0095 01102003 000 EXCAVATION (ECIAL) CY 40 200 0 319.00 13,398.00 0100 01122002 000 SUBGRADE WIDENING (DENS CONT) STA 3,000 8.000 3.500 11.50 34,50 0105 01322006 000 EMBANKMENT (FINAL)(DENS CONT)(TY C) CY 8.000 115,688.000 0 115,688.00 925,504.01 0110 01642025 002 CELL FBR MLCH SEED(PERM)(URBAN)(SANDY) SY 0.400 50,360 0 81,320.05 32,528.02 0115 01682001 000 VEGETATIVE WATERING MG 30 2,120 0 1,40 42,06 0130 02512114 000 REWORK BS MATL (TY B)(10")(OC) SY 2.500 60,535.000-60,390 143.00 357.50 0135 02752001 000 CEMENT TON 175.000 840-20 1,047.61 183,330.88 0140 02752014 000 CEMENT TREAT (MX EXST MTL & NW BS)(8") SY 0 10,085.000 0 11,023.89 22,047.78 0145 02752033 000 CEMENT TREAT (MX EXST MATL & NW BS)(7") SY 1.500 77,646.000-2,545.000 71,552.44 107,328.65 0150 03102001 000 PRIME COAT (MC-30) GAL 4.500 17,343.000 0 13,80 62,10 0154 03152004 FOG SEAL (CSS-1H) GAL 2.950 0 775.000 1,063.30 3,136.74 0155 03162582 000 AGGR (TY-PB GR-4) CY 90 757.000-240 516.00 46,44 0160 03162610 000 AH (AC-10-2TR OR CRS-2P) GAL 3.500 41,626.000-24,990 16,635.00 58,222.50 0161 03162006 AH (AC-20-5TR) GAL 3.500 0 11,130 8,105.00 28,367.50 0162 03162225 AGGR(TY-PB GR-5 SAC-B) CY 90 0 330 327.42 29,467.80 0165 03412123 020 D-GR HMA(QCQA) TY-D SAC-A PG70-28 TON 88.000 4,460-4,103.010 360.99 31,767.12 0166 03412106 D-GR HMA(QCQA) TY-D PG64-22 TON 80.440 0 4,249.310 4,376.04 352,008.66 CO#4(Modifying AC content frompg70-28 to PG64-22) 0170 03412238 020 D-GR HMA(QCQA) TY-B PG70-28 TON 78.000 13,996.000-9,501.300 4,860.70 379,134.60 0171 03412238 D-GR HMA(QCQA) TY-B PG70-28 TON 80 0 5,480 5,111.48 414,029.88 0190 03542002 000 PLAN & TEXT AH CONC PAV(0" TO 2") SY 0 5,867.000 52,440 67,022.12 134,044.23 0195 03542007 000 PLAN & TEXT AH CONC PAV(6" TO 8") SY 1.800 51,275.000 0 51,228.11 92,210.60 0196 03542064 PLANE AH CONC PAV (2 1/2") SY 0 0 20,498.000 22,627.38 45,254.77 0197 03542100 PLANE AH CONC PAV (5") SY 3.000 0 9,590 8,217.56 24,652.66 0200 03602003 003 CONC PVMT (CONT REINF-CRCP)(10") SY 47.000 117,890-2,545.000 115,746.00 5,440,062.01 0220 03682002 000 ANCHOR LUGS PAVEMENT TERMINALS LF 70 1,685.000 0 1,685.00 124,69 0225 04012001 000 FLOWABLE BACKFILL CY 85.000 1,080 0 1,08 91,885.00 0230 04022001 000 TRENCH EXCAVATION PROTECTION LF 5.000 830 0 83 4,155.00 0233 04032001 TEMPORARY L SHORING SF 6.130 0 13,625.122 13,625.12 83,52 (CO#12) DIUTE RESOLUTION

CONTRACTOR'S ESTIMATE PACKAGE Page 5 of 19 001 ROADWAY SUPP 0235 04162004 001 DRILL SHAFT (36 IN) LF 210 45.000 0 45.00 9,45 0240 04162006 001 DRILL SHAFT (48 IN) LF 290 30 0 3 8,70 0245 04162016 001 DRILL SHAFT (SIGN MTS)(12 IN) LF 70 30 0 3 2,24 0250 04162018 001 DRILL SHAFT (SIGN MTS)(24 IN) LF 115.000 66.000 0 66.00 7,59 0255 04162019 001 DRILL SHAFT (SIGN MTS)(30 IN) LF 135.000 56.000 0 56.00 7,56 0260 04162020 001 DRILL SHAFT (SIGN MTS)(36 IN) LF 295.000 48.000 0 48.00 14,16 0265 04162022 001 DRILL SHAFT (SIGN MTS)(48 IN) LF 340 40 0 4 13,60 0270 04162029 001 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF 140 80 0 8 11,36 0275 04162032 001 DRILL SHAFT (TRF SIG POLE) (36 IN) LF 290 160 0 16 46,40 0280 04232001 000 RETAINING WALL (MSE) SF 25.000 113,236.000 0 113,236.00 2,830,90 0285 04272003 000 OPAQUE SEALER FINISH SF 0.300 12,550 0 12,55 3,765.30 0290 04322001 000 RIPRAP (CONC)(4 IN) CY 300 1,046.000 0 1,059.76 317,928.60 0300 04322040 000 RIPRAP (MOW STRIP)(5 IN) CY 280 200 0 191.51 53,622.24 0305 04502007 000 RAIL (TY T501) LF 40 7,498.000 0 7,498.00 329,91 0310 04592012 000 GABION MATTRESSES (GALV)(18 IN) SY 70 1,245.000 0 1,245.00 87,15 0315 04622001 000 CONC BOX CULV (3 FT X 2 FT) LF 120 1,700 0 1,70 204,24 0320 04622006 000 CONC BOX CULV (5 FT X 2 FT) LF 175.000 1,515.000 0 1,515.00 265,125.00 0325 04642005 000 RC PIPE (CL III)(24 IN) LF 56.000 1,200 0 1,20 67,42 0330 04652006 001 MANH (COMPL)(JUNCT BOX)(TY M) EA 4,000 6.000 0 6.00 24,00 0335 04652228 001 MANH (COMPL)(TY M W/GRATE)(MOD) EA 3,930 3.000 0 3.00 11,79 0336 04792001 ADJ MANHS EA 1,200 0 0 1,20 (CO#9) Adjust MH height due to plan error 0340 04652399 001 INLET (COM)(GRATE)(10' X 3')(L)(TY 2) EA 5,100 0 0 5,10 0345 04662004 000 WINGWALL (PW) SF 80 250 0 25 20,32 0355 04672172 000 SET (TY I)(S= 3 FT)(HW= 3 FT)(6:1)(P) EA 3,250 0 0 6,50 0360 04672182 000 SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1)(P) EA 4,500 3.000 0 3.00 13,50 0365 04672236 000 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 1,200 3.000 0 1,20 0370 04672288 000 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 1,200 7.000 0 5.00 6,00 0375 04672347 000 SET (TY I)(S=5 FT)(HW=2 FT)(6:1)(P) EA 4,200 0 0 4,20 0380 04762012 000 JACK BOR OR TUN PIPE(24 IN)(RC)(CL IV) LF 70 58.000 10 58.00 4,06 0381 05002001 MOBILIZATION LS 2,421.670 0 0 2,421.67 (CO#8)additional jack & bore due to conflict w/ existing str 0385 04962002 000 REMOV STR (INLET) EA 1,000 3.000 0 3.00 3,00 0390 04962004 000 REMOV STR (SET) EA 400 0 0 1,60 0395 04962010 000 REMOV STR (BRIDGE 100-499 FT LENGTH) EA 110,000 0 0 220,00 0400 04962042 000 REMOV STR (SMALL) EA 500 0-3.000 50 0405 05002001 005 MOBILIZATION LS 3,000,000 0 0 3,000,00 0410 05022001 033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 18,000 15.000 5.000 2 360,00 0415 05062002 010 ROCK FILTER DAMS (INSTALL) (TY 2) LF 50 100 0 46.60 2,33 0420 05062016 010 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 10 480 0 668.03 7,348.33 0425 05062019 010 CONSTRUCTION EXITS (REMOVE) SY 5.000 480 0 668.03 3,340.15 0430 05062031 010 SANDBAGS FOR EROSION CONTROL EA 2.500 1,810 0 556.00 1,39 0435 05062034 010 TEMPORARY SEDIMENT CONTROL FENCE LF 0 1,200 0 95.60 382.40 0440 05082002 000 CONSTRUCTING DETOURS SY 90 1,730 0 1,652.27 148,704.57 0445 05142015 001 PERM CONC TRF BARR (F-SHAPE)(TY 1) LF 53.000 6,426.000 0 7,035.60 372,886.80 0450 05142016 001 PERM CONC TRF BARR (F-SHAPE)(TY 2) LF 55.000 725.000 0 775.00 42,625.00 0455 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 130 0 13 8,71 0460 05292011 000 CONC CURB & GUTTER (SAWTOOTH) LF 50 45.000 0 73.00 3,65

CONTRACTOR'S ESTIMATE PACKAGE Page 6 of 19 001 ROADWAY SUPP 0465 05292035 000 CONC CURB & GUTTER (TY II) (MOD) LF 10 5,300 0 4,964.50 59,57 0470 05302010 000 DRIVEWAYS (CONC) SY 40 320 0 223.00 9,366.00 0475 05312005 000 CURB RAMPS (TY 1) EA 1,500 9.000 0 13.00 19,50 0480 05312011 000 CURB RAMPS (TY 8) EA 1,500 7.000 0 7.00 10,50 0485 05312012 000 CURB RAMPS (TY 9) EA 2,000 0 0 3.00 6,00 0490 05312015 000 CONC SIDEWLKS (4") SY 38.000 373.000 0 287.15 10,911.70 0495 05312017 000 CURB RAMPS (TY 21) EA 2,250 0 0 4,50 0500 05362002 000 CONC MEDIAN SY 60 3,970 0 4,560.23 273,613.50 0505 05402001 000 MTL W-BEAM GD FEN (TIM POST) LF 50 50 0 5 2,50 0506 05402001 MTL W-BEAM GD FEN (TIM POST) LF 25.000 0 725.000 725.00 18,125.00 (CO#9) Added MBGF 0510 05402005 000 TERMINAL ANCHOR SECTION EA 1,220 0 0 1,22 0511 05402005 TERMINAL ANCHOR SECTION EA 800 0 0 3.00 2,40 (CO#9) Added MBGF 0515 05402011 000 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1,585.000 5.000 0 5.00 7,925.00 0520 05422001 000 REMOVING METAL BEAM GUARD FENCE LF 3.500 3,793.000 0 4,01 14,035.00 0525 05422002 000 REMOVING TERMINAL ANCHOR SECTION EA 250 7.000 0 8.00 2,00 0530 05422003 000 RM MTL BM GD FEN TRANS (THRIE-BEAM) EA 380 6.000 0 6.00 2,28 0535 05442001 000 GUARDRAIL END TREATMENT (INSTALL) EA 2,100 0 0 8.00 16,80 0540 05442003 000 GUARDRAIL END TREATMENT (REMOVE) EA 350 10 0 1 4,20 0545 06102038 006 INS RD IL AM (TY SA) 50T-10 (.4 KW)S EA 2,670 8.000 0 9.00 24,03 0550 06102049 006 INS RD IL AM (TY ) 48S-10-10(.4 KW)S EA 3,260 30 0 3 101,06 0555 06102060 006 INS RD IL AM (U/P) (TY 1) (.15KW)S EA 1,060 8.000 0 8.00 8,48 0560 06102061 006 INS RD IL AM (U/P) (TY 2) (.15KW)S EA 1,060 8.000 0 8.00 8,48 0565 06102068 006 REMOVE RD IL ASM (TRANS-BASE) EA 370 30 0 3 12,58 0570 06182034 000 CONDT (PVC) (SCHD 80) (2") LF 3.000 10,826.000 0 9,89 29,676.00 0575 06182035 000 CONDT (PVC) (SCHD 80) (2") (BORE) LF 13.000 1,717.000 0 1,255.00 16,315.00 0580 06182022 000 CONDT (PVC) (SCHD 40) (3") LF 4.800 6,273.000 0 5,583.00 26,798.40 0585 06182023 000 CONDT (PVC) (SCHD 40) (3") (BORE) LF 14.500 3,477.000 0 3,796.00 55,04 0590 06182044 000 CONDT (RM) (3/4") LF 9.000 649.000 0 649.00 5,84 0595 06182052 000 CONDT (RM) (2") LF 16.000 30 0 3 48 0600 06182072 000 CONDT (PVC) (SCHD 80) (3/4") LF 0 127.000 0 127.00 508.00 0605 06202007 001 ELEC CONDR (NO. 4) BARE LF 0 2,045.000 0 3,56 3,56 0610 06202008 001 ELEC CONDR (NO. 4) INSULATED LF 1.200 5,960 0 8,99 10,789.20 0615 06202009 001 ELEC CONDR (NO. 6) BARE LF 0.800 14,328.000 0 13,058.00 10,446.40 0620 06202010 001 ELEC CONDR (NO. 6) INSULATED LF 0.900 21,750 0 19,485.00 17,536.50 0625 06202011 001 ELEC CONDR (NO. 8) BARE LF 0.650 6,808.000 0 6,38 4,147.00 0630 06202013 001 ELEC CONDR (NO.10) BARE LF 0.550 776.000 0 776.00 426.80 0635 06202014 001 ELEC CONDR (NO.10) INSULATED LF 0.700 1,550 0 1,55 1,086.40 0640 06242037 000 GROUND BOX TY 1 (247224) W/APRON EA 3,380 18.000 0 18.00 60,84 0645 06242008 000 GROUND BOX TY A (122311) W/APRON EA 450 10 0 1 4,50 0650 06242012 000 GROUND BOX TY C (162911) W/APRON EA 480 5.000 0 5.00 2,40 0655 06242014 000 GROUND BOX TY D (162922) W/APRON EA 500 20 0 2 10,50 0660 06282115 000 ELC SRV TY D 120/240 100 (NS)GS(N)(U) EA 1,690 0 0 3,38 0665 06282181 000 ELC SRV TY D 120/240 100 (NS)AL(N)PS(U) EA 3,300 0 0 3,30 0670 06282275 000 ELC SRV TY A 240/480 100 (SS)AL(E)(U) EA 3,900 3.000 0 3.00 11,70 0675 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 45.000 190.500 143.75 2,30 0680 06362002 014 ALUMINUM SIGNS (TY G) SF 30 30 140 3 1,02

CONTRACTOR'S ESTIMATE PACKAGE Page 7 of 19 001 ROADWAY SUPP 0685 06362003 014 ALUMINUM SIGNS (TY O) SF 20 487.000 15.000 50 10,04 0690 06442001 000 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 600 19.000 6.000 25.00 15,00 0695 06442004 000 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 825.000 8.000 0 9.00 7,425.00 0700 06442022 000 INS SM RD SN SUP&AM TY S80(1) SA(P) EA 900 18.000-0 17.00 15,30 0705 06442027 000 INS SM RD SN SUP&AM TY S80(1) SA(U) EA 975.000 0 0 975.00 0710 06442056 000 RELOCATE SM RD SN SUP & AM TY 10BWG EA 530 28.000 0 29.00 15,37 0715 06442058 000 RELOCATE SM RD SN SUP & AM TY S80 EA 600 20-0 18.00 10,80 0720 06442060 000 REMOVE SM RD SN SUP & AM EA 150 0 0 30 0725 06472002 000 RELOCATE LRSA EA 2,450 8.000 0 8.00 19,60 0730 06472003 000 REMOVE LRSA EA 320 0 0 64 0735 06502022 000 INS OH SN SUP(25 FT CANT) EA 22,000 0 0 44,00 0740 06502025 000 INS OH SN SUP(30 FT BAL TEE) EA 26,500 0 0 26,50 0745 06502172 000 RELOCATE EXISTING OVERHD SIGN SUP EA 21,000 0 0 42,00 0750 06542006 000 SIGN WALKWAY (48 IN) WITH HNDRL LF 200 10 0 1 2,40 0755 06582319 000 INSTL OM ASSM (OM-2Z)(RCR)WP EA 95.000 20 0 2 1,995.00 0761 06582246 INSTL DEL ASSM (D-SW)SZ 1(RCR)GND EA 115.000 0 86.000 86.00 9,89 (CO#9)Small Sign Revisions 0765 06622001 000 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 0.350 8,180 0 22,89 8,011.50 0770 06622004 000 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 0.350 19,225.000 0 13,33 4,666.90 0780 06622012 000 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 0.550 2,400 0 12,009.00 6,604.95 0790 06622032 000 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 0.350 12,430 0 33,94 11,879.70 0795 06622113 000 WK ZN PAV MRK SHT TERM (TAB) TY W EA 0 4,940 0 2,09 2,09 0805 06682064 000 PREFAB PAV MRK TY B (W) (ARROW) EA 425.000 29.000 10 39.00 16,575.00 0810 06682065 000 PREFAB PAV MRK TY B (W) (DBL ARROW) EA 580 20 0 2 13,92 0815 06682073 000 PREFAB PAV MRK TY B (W) (UTURN ARROW) EA 580 8.000 0 1 5,80 0820 06682075 000 PREFAB PAV MRK TY B (W) (18")(YLD TRI) EA 130 50-16.000 43.00 5,676.00 0825 06682106 000 PREFAB PAV MRK TY C (W) (ARROW) EA 210 0 0 1 2,12 0835 06722008 034 PLOWABLE REFL PAV MRKR TY II-C-R EA 83.000 760 0 81 67,313.00 0845 06722015 034 REFL PAV MRKR TY II-A-A EA 3.400 178.000 0 29.00 98.60 0850 06722017 034 REFL PAV MRKR TY II-C-R EA 3.600 328.000 0 449.00 1,616.40 0855 06722020 034 TRAFFIC BUTTON TY I-C EA 8.500 257.000 0 13 1,12 0860 06722021 034 TRAFFIC BUTTON TY II-A-A EA 8.500 290 0 29 2,48 0865 06722024 034 TRAFFIC BUTTON TY W EA 8.500 760 0 37.00 314.50 0870 06722025 034 TRAFFIC BUTTON TY Y EA 8.500 876.000 0 48 4,08 0875 06772001 000 ELIM EXT PAV MRK & MRKS ( 4") LF 0.300 31,800 0 26,732.66 8,019.80 0880 06772003 000 ELIM EXT PAV MRK & MRKS ( 8") LF 0.550 1,019.000 0 6,66 3,663.55 0885 06772024 000 ELIM EXT PAV MRK&MRKRS (4") (CALLOUT) LF 0.800 21,880 0 5,84 4,67 0890 06802002 000 INSTALL HWY TRF SIG (ISOLATED) EA 6,350 0 0 12,70 0895 06822001 001 BACK PLATE (12 IN) (3 SEC) EA 90 30 0 3 2,88 0900 06822003 001 BACK PLATE (12 IN) (5 SEC) EA 110 0 0 44 0905 06822012 001 LOUVER (12 IN) (ADJUSTABLE) EA 175.000 40 0 4 7,35 0910 06822014 001 PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 610 20 0 2 14,64 0915 06822022 001 VEH SIG SEC (12 IN) LED (GRN ARW) EA 200 0 0 80 0920 06822023 001 VEH SIG SEC (12 IN) LED (GRN) EA 210 36.000 0 36.00 7,63 0925 06822024 001 VEH SIG SEC (12 IN) LED (YEL ARW) EA 200 0 0 80 0930 06822025 001 VEH SIG SEC (12 IN) LED (YEL) EA 210 36.000 0 36.00 7,63 0935 06822027 001 VEH SIG SEC (12 IN) LED (RED) EA 190 36.000 0 36.00 6,84 0940 06842009 000 TRF SIG CBL (TY A) (12 AWG) ( 4 CONDR) LF 4.300 4,696.000 0 5,673.00 24,393.90

CONTRACTOR'S ESTIMATE PACKAGE Page 8 of 19 001 ROADWAY SUPP 0945 06842010 000 TRF SIG CBL (TY A) (12 AWG) ( 5 CONDR) LF 5.900 1,475.000 0 1,475.00 8,702.50 0950 06842012 000 TRF SIG CBL (TY A) (12 AWG) ( 7 CONDR) LF 6.350 2,733.000 0 4,97 31,572.20 0955 06842021 000 TRF SIG CBL (TY A) (12 AWG) (16 CONDR) LF 10 3,789.000 0 3,819.00 38,19 0960 06862027 000 INS TRF SIG PL AM(S) 1 ARM (28') EA 3,800 0 0 7,60 0965 06862031 000 INS TRF SIG PL AM(S) 1 ARM (32') EA 4,400 0 0 17,60 0970 06862035 000 INS TRF SIG PL AM(S) 1 ARM (36') EA 4,800 0 0 19,20 0975 06862043 000 INS TRF SIG PL AM(S) 1 ARM (44') EA 6,000 0 0 12,00 0980 06872001 000 PED POLE ASSEMBLY EA 1,550 16.000 0 16.00 24,80 0985 06882001 000 PED DETECT (2 INCH PUSH BTN) EA 160 20 0 2 3,84 0990 06902051 000 REMOVAL OF SIGNAL POLE ASSM EA 530 7.000 0 7.00 3,71 0995 60142015 000 FIBER OPTIC CBL (SNGLE-MODE)(72 FIBER) LF 4.800 6,998.000 0 6,188.00 29,702.40 1000 60142032 000 FIBER OPTIC PIGTAIL (12 FIBER) LF 8.500 2,757.000 0 1,90 16,18 1005 60142033 000 FIBER OPTIC LICE ENCLOSURE EA 5,900 0 0 23,60 1010 60142034 000 FIBER OPTIC PATCH PANEL (12 POSITION) EA 1,300 6.000 0 6.00 7,80 1015 82512006 000 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 0.350 24,619.000 416.000 11,297.00 3,953.95 1030 82512003 000 RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF 0.350 8,525.000 1,185.000 2,30 805.00 1035 82512018 000 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 0.350 31,219.000 416.000 9,845.00 3,445.75 1060 62662001 000 VIVDS PROCESSOR SYSTEM EA 3,200 6.000 0 6.00 19,20 1065 62662002 000 VIVDS CAMERA ASSEMBLY EA 6,900 0 0 27,60 1070 62662003 000 VIVDS SET-UP SYSTEM EA 530 0 0 1,06 1075 62662005 000 VIVDS COMMUNICATION CABLE (COAXIAL) LF 1.600 4,310 0 4,31 6,902.40 1080 64732001 001 MULTIPOLYMER PAV MRK (W)(4")(SLD) LF 0.700 16,393.000-400 18,288.00 12,801.60 1085 64732002 001 MULTIPOLYMER PAV MRK (W)(4")(BRK) LF 0.750 6,000 1,298.000 9,12 6,84 1090 64732007 001 MULTIPOLYMER PAV MRK (W)(8")(SLD) LF 1.400 8,439.000-223.000 6,23 8,72 1095 64732009 001 MULTIPOLYMER PAV MRK (W)(12")(SLD) LF 2.200 3,750 0 3,297.00 7,253.40 1100 64732010 001 MULTIPOLYMER PAV MRK (W)(12")(LNDP) LF 2.650 717.000 150 92 2,440.65 1105 64732011 001 MULTIPOLYMER PAV MRK (Y)(4")(SLD) LF 0.700 16,906.000-400 18,977.00 13,283.90 1110 64732012 001 MULTIPOLYMER PAV MRK (Y)(4")(BRK) LF 0.750 773.000 0 57 427.50 1115 64732021 001 MULTIPOLYMER PAV MRK (W)(24")(SLD) LF 6.500 600 0 62 4,036.50 1120 64732024 001 MULTIPOLYMER PAV MRK (W)(8")(DOT) LF 1.600 210 0 30 48 1125 82822001 000 CAMERA POLE STRUCTURE W/CABINET EA 12,700 3.000 0 3.00 38,10 1130 82802001 000 INSTALLATION OF CCTV FIELD EQUIPMENT EA 3,700 3.000 0 3.00 11,10 1135 82792001 000 INSTALLATION OF DMS SYSTEM EA 5,300 0 0 5,30 1140 68342002 000 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,300 0 0 57,20 1145 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 113,236.000 0 113,236.00 45,294.40 1150 07742003 000 REMOVE AND REPLACE (NARROW REACT 350) EA 25,000 0 0 25,00 1166 03412231 PRODUCTION BONUS/PENALTY DOL 0 1,000 0 27,227.30 27,227.30 1168 03412232 PLACEMENT BONUS/PENALTY DOL 0 1,000 0 12,646.53 12,646.53 1180 05852006 RIDE BONUS/PENALTY ( 360) DOL 0 1,000 0-25,597.00-25,597.00 1416 96082004 UNIQUE CHANGE ORDER 4 DOL 162.870 0 240 24 39,088.80 (CO#6)Sweeping frontage roads 171 03412011 D-GR HMA(QCQA) TY-B PG64-22 TON 74.910 0 10,705.000 10,486.80 785,566.19 C.O.#2 Modifying hot mix AC content from PG70-28 to PG64-22 2001 06782001 PAV SURF PREP FOR MRK ( 4") LF 0.130 0 40,440 42,66 5,545.93 2002 06782003 PAV SURF PREP FOR MRK ( 8") LF 0.270 0 8,278.000 6,076.00 1,640.52

CONTRACTOR'S ESTIMATE PACKAGE Page 9 of 19 001 ROADWAY SUPP 2003 06782004 PAV SURF PREP FOR MRK (12") LF 0.330 0 4,619.000 4,218.00 1,391.94 2004 06782006 PAV SURF PREP FOR MRK (24") LF 0.700 0 4,619.000 62 434.70 2006 06782007 PAV SURF PREP FOR MRK (ARROW) EA 16.500 0 39.000 4 66 2007 06782008 PAV SURF PREP FOR MRK (DBL ARROW) EA 33.000 0 20 2 79 2008 06782016 PAV SURF PREP FOR MRK (UTURN ARR) EA 27.500 0 8.000 1 275.00 2009 06782019 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 5.500 0 30 43.00 236.50 2010 96080513 UNIQUE CHANGE ORDER 13 DOL 281,388.000 0 0 281,388.00 Dispute Resolution 442 05122010 PORT CTB (DES SOURCE)(SAFETY SH)(TY 1) LF 8.000 0 660 1,08 8,64 (C.O.#2) Adding PCTB Item 443 05122037 PORT CTB (REMOVE)(SAFETY SH)(TY 1) LF 7.000 0 660 66 4,62 (C.O.#2) Adding PCTB Item 002 FEDERAL NON-PARTICIPATING S Category Subtotal 21,072,104.68 SUPP 1205 04972001 000 SALV MATRL (CREDIT ) LS -2,500 0 0-2,50 003 BRIDGE SL 289 SB AT FM 2255 Category Subtotal -2,50 SUPP 1280 04012001 000 FLOWABLE BACKFILL CY 85.000 367.000 0 367.00 31,195.00 1285 04162004 001 DRILL SHAFT (36 IN) LF 210 770 0 77 161,70 1290 04162006 001 DRILL SHAFT (48 IN) LF 290 400 0 40 116,00 1295 04202041 002 CL C CONC (ABUT)(HPC) CY 700 104.300 0 104.30 73,01 1300 04202042 002 CL C CONC (BENT)(HPC) CY 1,000 192.400 0 192.40 192,40 1305 04202061 002 CL S CONC (HPC) BAS CY 550 595.500 0 595.50 327,525.00 1310 04222003 000 REINF CONC SLAB (HPC)(CL S) SF 10 17,299.000 0 17,299.00 190,289.00 1315 04252067 001 PRESTR CONC GIRDER (TX46) LF 155.000 2,326.310 0 2,326.31 360,578.05 1320 04272003 000 OPAQUE SEALER FINISH SF 0.300 2,869.000 0 2,869.00 860.70 1325 04272005 000 EPOXY PAINT FINISH SF 4.250 2,180 0 2,18 9,28 1330 04282002 001 CONC SURF TREAT (CLASS II) SY 4.950 1,893.000 0 1,893.00 9,370.35 1335 04422005 005 STR STL (MISCELLANEOUS) LB 8.500 220 0 22 1,887.00 1340 04502007 000 RAIL (TY T501) LF 40 260.300 0 260.30 11,453.20 1345 04542004 000 ARMOR JOINT LF 55.000 207.800 0 207.80 11,429.00 1355 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 10 0 1 22 1360 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 1,440 0 1,44 576.00

CONTRACTOR'S ESTIMATE PACKAGE Page 10 of 19 004 FEDERAL NON-PARTICIPATING S Category Subtotal 1,497,779.30 SUPP 1415 07302002 000 FULL-WIDTH MOWING AC 60 33.000 0 2 1,408.00 005 BRIDGE SL 289 NB AT FM 2255 Category Subtotal 1,408.00 SUPP 1490 04012001 000 FLOWABLE BACKFILL CY 85.000 367.000 0 367.00 31,195.00 1495 04162004 001 DRILL SHAFT (36 IN) LF 210 770 0 77 161,70 1500 04162006 001 DRILL SHAFT (48 IN) LF 290 350 0 35 101,50 1505 04202041 002 CL C CONC (ABUT)(HPC) CY 700 104.300 0 104.30 73,01 1510 04202042 002 CL C CONC (BENT)(HPC) CY 1,000 180.600 0 180.60 180,60 1515 04202061 002 CL S CONC (HPC) BAS CY 550 595.500 0 595.50 327,525.00 1520 04222003 000 REINF CONC SLAB (HPC)(CL S) SF 10 17,299.000 0 17,299.00 190,289.00 1525 04252067 001 PRESTR CONC GIRDER (TX46) LF 155.000 2,326.230 0 2,326.23 360,565.65 1530 04272003 000 OPAQUE SEALER FINISH SF 0.300 2,569.000 0 2,569.00 770.71 1535 04272005 000 EPOXY PAINT FINISH SF 4.250 2,180 0 2,18 9,28 1540 04282002 001 CONC SURF TREAT (CLASS II) SY 4.950 1,893.000 0 1,893.00 9,370.35 1545 04422005 005 STR STL (MISCELLANEOUS) LB 8.500 440 0 44 3,77 1550 04502007 000 RAIL (TY T501) LF 40 260.300 0 260.30 11,453.20 1555 04542004 000 ARMOR JOINT LF 55.000 207.800 0 207.80 11,429.00 1565 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 28.000 0 28.00 448.00 1570 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 1,260 0 1,26 50 006 BRIDGE SL 289 SB AT SLIDE ROAD Category Subtotal 1,473,415.91 SUPP 1645 04012001 000 FLOWABLE BACKFILL CY 85.000 108.000 0 111.04 9,438.58 1650 04162004 001 DRILL SHAFT (36 IN) LF 210 640 0 64 135,24 1655 04162006 001 DRILL SHAFT (48 IN) LF 290 380 0 38 110,20 1660 04202041 002 CL C CONC (ABUT)(HPC) CY 700 55.800 0 55.80 39,06 1665 04202042 002 CL C CONC (BENT)(HPC) CY 1,000 100 0 10 102,00 1670 04202061 002 CL S CONC (HPC) BAS CY 550 127.100 0 127.10 69,905.00 1675 04222003 000 REINF CONC SLAB (HPC)(CL S) SF 10 15,550 0 15,55 171,05 1680 04252067 001 PRESTR CONC GIRDER (TX46) LF 155.000 2,116.000 0 2,116.00 327,98 1685 04272003 000 OPAQUE SEALER FINISH SF 0.300 1,778.000 0 1,778.00 533.40 1690 04272005 000 EPOXY PAINT FINISH SF 4.250 1,040 0 1,04 4,428.51 1695 04422005 005 STR STL (MISCELLANEOUS) LB 8.500 418.000 0 418.00 3,553.00 1700 04282002 001 CONC SURF TREAT (CLASS II) SY 4.950 1,669.000 0 1,669.00 8,261.55 1705 04502007 000 RAIL (TY T501) LF 40 266.000 0 266.00 11,70 1710 04542004 000 ARMOR JOINT LF 55.000 109.000 0 109.00 5,995.00 1720 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 28.000 0 28.00 448.00 1725 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 900 0 90 36 Category Subtotal 1,000,157.04

CONTRACTOR'S ESTIMATE PACKAGE Page 11 of 19 007 BRIDGE SL 289 NB AT SLIDE ROAD SUPP 1800 04012001 000 FLOWABLE BACKFILL CY 85.000 108.000 0 112.77 9,585.20 1805 04162004 001 DRILL SHAFT (36 IN) LF 210 640 0 64 135,24 1810 04162006 001 DRILL SHAFT (48 IN) LF 290 380 0 38 110,20 1815 04202041 002 CL C CONC (ABUT)(HPC) CY 700 55.800 0 55.80 39,06 1820 04202042 002 CL C CONC (BENT)(HPC) CY 1,000 100 0 10 102,00 1825 04202061 002 CL S CONC (HPC) BAS CY 550 127.100 0 127.10 69,905.00 1830 04222003 000 REINF CONC SLAB (HPC)(CL S) SF 10 15,550 0 15,55 171,05 1835 04252067 001 PRESTR CONC GIRDER (TX46) LF 155.000 2,116.000 0 2,116.00 327,98 1840 04272003 000 OPAQUE SEALER FINISH SF 0.300 1,778.000 0 1,778.00 533.40 1845 04272005 000 EPOXY PAINT FINISH SF 4.250 1,040 0 1,04 4,428.51 1850 04282002 001 CONC SURF TREAT (CLASS II) SY 4.950 1,669.000 0 1,669.00 8,261.55 1855 04422005 005 STR STL (MISCELLANEOUS) LB 8.500 418.000 0 418.00 3,553.00 1860 04502007 000 RAIL (TY T501) LF 40 266.000 0 266.00 11,70 1865 04542004 000 ARMOR JOINT LF 55.000 109.000 0 109.00 5,995.00 1875 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 28.000 0 28.00 448.00 1880 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 900 0 90 36 Category Subtotal 1,000,303.66 PROJECT STP 2009(104)ES CONTROL 078302064 001 ROADWAY SUPP () 0120 02472212 020 FL BS (CMP IN PLC)(TY A GR 4)(4") SY 6.250 9,067.000-9,067.000 0 0125 02472362 020 FL BS(CMP IN PLC)(TY A GR 4)(3") SY 5.000 77,646.000-77,646.000 0 0175 03422002 002 PFC (AHALT) PG76-22 TON 240 130-130 0 0180 03422006 002 PFC (AGGREGATE)(PG76 MIX) SAC-A TON 90 2,013.000-2,013.000 0 0185 03462049 000 STONE-MTRX-AH SMA-C SAC-A PG70-28 TON 115.000 1,043.000-1,043.000 0 0295 04322038 000 RIPRAP (CONC) (CL A ) CY 465.000 17.000 0 0 0350 04672157 000 SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1)(C) EA 3,200 0 0 0 0760 06582329 000 INSTL DEL ASSM (D-SW)SZ 1(FLX)GND EA 50 86.000-86.000 0 0775 06622010 000 WK ZN PAV MRK NON-REMOV (W) 8" (DOT) LF 1.100 80 0 0 0785 06622016 000 WK ZN PAV MRK NON-REMOV (W) 24" (SLD) LF 4.300 310 0 0 0800 06622115 000 WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA 0 619.000 0 0 0821 06682117 PREFAB PAV MRK TY C (W) (18")(YLD TRI) EA 26.500 0 16.000 0 0830 06682116 000 PREFAB PAV MRK TY C (W) (WORD) EA 210 0 0 0 0840 06722012 034 REFL PAV MRKR TY I-C EA 3.400 560 0 0 1020 60862001 000 CONDUIT (PREPARE) LF 3.000 340 0 0 1025 82512015 000 RE PM W/RET REQ TY I(Y)4"(BRK)(100MIL) LF 0.400 918.000 0 0 1040 82512025 000 RE PM W/RET REQ TY II (W) 4" (BRK) LF 0.200 8,525.000 0 0 1045 82512026 000 RE PM W/RET REQ TY II (W) 4" (SLD) LF 0.200 24,619.000 0 0 1050 82512029 000 RE PM W/RET REQ TY II (Y) 4" (BRK) LF 0.200 918.000 0 0 1055 82512030 000 RE PM W/RET REQ TY II (Y) 4" (SLD) LF 0.200 31,219.000 0 0 1160 96012001 MATERIAL ON HAND DOL 0 1,000 0 0 1162 96022001 PAYMENT ADJUSTMENT-POS DOL 0 1,000 0 0

CONTRACTOR'S ESTIMATE PACKAGE Page 12 of 19 1164 96022002 PAYMENT ADJUSTMENT-NEG DOL -0 11,000 0 0 1170 03462043 PRODUCTION BONUS/PENALTY DOL 0 1,000 0 0 1172 03462044 PLACEMENT BONUS/PENALTY DOL 0 1,000 0 0 1174 05852002 RIDE BONUS/PENALTY ( 341) DOL 0 1,000 0 0 1176 05852003 RIDE BONUS/PENALTY ( 342) DOL 0 1,000 0 0 1178 05852005 RIDE BONUS/PENALTY ( 346) DOL 0 1,000 0 0 1182 96052002 RUC CREDIT OR DAMAGE DOL 0 1,000 0 0 Liquidated Damages 8,000 per day 002 FEDERAL NON-PARTICIPATING S Category Subtotal SUPP () 1220 96092001 DIUTE SETTLEMENT DOL 780,105.990 0 0 0 Resolution to Contractor's Claim 003 BRIDGE SL 289 SB AT FM 2255 Category Subtotal SUPP () 1350 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 130.200 0 0 005 BRIDGE SL 289 NB AT FM 2255 Category Subtotal SUPP () 1560 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 130.200 0 0 006 BRIDGE SL 289 SB AT SLIDE ROAD Category Subtotal SUPP () 1715 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 133.000 0 0 007 BRIDGE SL 289 NB AT SLIDE ROAD Category Subtotal SUPP () 1870 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 133.000 0 0 Category Subtotal

CONTRACTOR'S ESTIMATE PACKAGE Page 13 of 19 PROJECT STP 2009(104)ES CONTROL 078302064 NO MISC SUPP 0052 96082101 UNIQUE CHANGE ORDER DOL 67,334.400 0 0 67,334.40 CO #1 - add new item - Asbestos Paint Removal 0054 01002001 PREPARING ROW AC 6,450 0 15.540 15.54 100,233.00 CO #1 add new item - Prep ROW 0126 02512081 REWORK BS MTL (TY B)(12")(DENS CONT) SY 3.000 0 60,535.000 56,714.67 170,144.02 CO #1 add item 0396 04962008 REMOV STR (BOX CULVERT) LF 25.000 0 857.000 857.00 21,425.00 CO #1 add new item - Remove Str (box culvert) Category Subtotal 359,136.42 TOTAL EARNINGS THIS CONTRACT 26,401,805.01

CONTRACTOR'S ESTIMATE PACKAGE Page 14 of 19 CONSTRUCTION ESTIMATE COMBINED () 01002001 PREPARING ROW AC 6,450 15.540 100,233.00 01042009 000 REMOVING CONC (RIPRAP) SY 10 5,23 5,285.945 52,859.45 01042010 000 REMOVING CONC (RIPRAP) CY 200 19.00 19.000 3,80 01042011 000 REMOVING CONC (MEDIANS) SY 10 603.00 1,121.644 11,216.44 01042017 000 REMOVING CONC (DRIVEWAYS) SY 15.000 163.00 163.000 2,445.00 01042022 000 REMOVING CONC (CURB AND GUTTER) LF 0 4,227.00 3,921.300 15,685.20 01042028 000 REMOVING CONC (MISC) SY 25.000 9 106.399 2,659.98 01102001 000 EXCAVATION (ROADWAY) CY 8.600 63,465.00 63,639.347 547,298.38 01102003 000 EXCAVATION (ECIAL) CY 40 20 319.000 13,398.00 01122002 000 SUBGRADE WIDENING (DENS CONT) STA 3,000 8.00 11.500 34,50 01322006 000 EMBANKMENT (FINAL)(DENS CONT)(TY C) CY 8.000 115,688.00 115,688.000 925,504.01 01642025 002 CELL FBR MLCH SEED(PERM)(URBAN)(SANDY) SY 0.400 50,36 81,320.045 32,528.02 01682001 000 VEGETATIVE WATERING MG 30 2,12 1,400 42,06 02512081 REWORK BS MTL (TY B)(12")(DENS CONT) SY 3.000 56,714.670 170,144.02 02512114 000 REWORK BS MATL (TY B)(10")(OC) SY 2.500 60,535.00 143.000 357.50 02752001 000 CEMENT TON 175.000 84 1,047.605 183,330.88 02752014 000 CEMENT TREAT (MX EXST MTL & NW BS)(8") SY 0 10,085.00 11,023.886 22,047.78 02752033 000 CEMENT TREAT (MX EXST MATL & NW BS)(7") SY 1.500 77,646.00 71,552.438 107,328.65 03102001 000 PRIME COAT (MC-30) GAL 4.500 17,343.00 13,800 62,10 03152004 FOG SEAL (CSS-1H) GAL 2.950 1,063.300 3,136.74 03162006 AH (AC-20-5TR) GAL 3.500 8,105.000 28,367.50 03162225 AGGR(TY-PB GR-5 SAC-B) CY 90 327.420 29,467.80 03162582 000 AGGR (TY-PB GR-4) CY 90 757.00 516.000 46,44 03162610 000 AH (AC-10-2TR OR CRS-2P) GAL 3.500 41,626.00 16,635.000 58,222.50 03412011 D-GR HMA(QCQA) TY-B PG64-22 TON 74.910 10,486.800 785,566.19 C.O.#2 Modifying hot mix AC content from PG70-28 to PG64-22 03412106 D-GR HMA(QCQA) TY-D PG64-22 TON 80.440 4,376.040 352,008.66 CO#4(Modifying AC content frompg70-28 to PG64-22) 03412123 020 D-GR HMA(QCQA) TY-D SAC-A PG70-28 TON 88.000 4,46 360.990 31,767.12 03412231 PRODUCTION BONUS/PENALTY DOL 0 1,00 27,227.300 27,227.30 03412232 PLACEMENT BONUS/PENALTY DOL 0 1,00 12,646.530 12,646.53 03412238 020 D-GR HMA(QCQA) TY-B PG70-28 TON 78.000 13,996.00 4,860.700 379,134.60 03412238 D-GR HMA(QCQA) TY-B PG70-28 TON 80 13,996.00 5,111.480 414,029.88 03542002 000 PLAN & TEXT AH CONC PAV(0" TO 2") SY 0 5,867.00 67,022.115 134,044.23 03542007 000 PLAN & TEXT AH CONC PAV(6" TO 8") SY 1.800 51,275.00 51,228.107 92,210.60 03542064 PLANE AH CONC PAV (2 1/2") SY 0 22,627.384 45,254.77 03542100 PLANE AH CONC PAV (5") SY 3.000 8,217.555 24,652.66 03602003 003 CONC PVMT (CONT REINF-CRCP)(10") SY 47.000 117,89 115,746.000 5,440,062.01

CONTRACTOR'S ESTIMATE PACKAGE Page 15 of 19 03682002 000 ANCHOR LUGS PAVEMENT TERMINALS LF 70 1,685.00 1,685.000 124,69 04012001 000 FLOWABLE BACKFILL CY 85.000 2,03 2,038.809 173,298.78 04022001 000 TRENCH EXCAVATION PROTECTION LF 5.000 83 830 4,155.00 04032001 TEMPORARY L SHORING SF 6.130 13,625.122 83,52 (CO#12) DIUTE RESOLUTION 04162004 001 DRILL SHAFT (36 IN) LF 210 2,873.00 2,873.000 603,33 04162006 001 DRILL SHAFT (48 IN) LF 290 1,54 1,540 446,60 04162016 001 DRILL SHAFT (SIGN MTS)(12 IN) LF 70 3 30 2,24 04162018 001 DRILL SHAFT (SIGN MTS)(24 IN) LF 115.000 66.00 66.000 7,59 04162019 001 DRILL SHAFT (SIGN MTS)(30 IN) LF 135.000 56.00 56.000 7,56 04162020 001 DRILL SHAFT (SIGN MTS)(36 IN) LF 295.000 48.00 48.000 14,16 04162022 001 DRILL SHAFT (SIGN MTS)(48 IN) LF 340 4 40 13,60 04162029 001 DRILL SHAFT (RDWY ILL POLE) (30 IN) LF 140 8 80 11,36 04162032 001 DRILL SHAFT (TRF SIG POLE) (36 IN) LF 290 16 160 46,40 04202041 002 CL C CONC (ABUT)(HPC) CY 700 320.20 320.200 224,14 04202042 002 CL C CONC (BENT)(HPC) CY 1,000 577.00 577.000 577,00 04202061 002 CL S CONC (HPC) BAS CY 550 1,445.20 1,445.200 794,86 04222003 000 REINF CONC SLAB (HPC)(CL S) SF 10 65,698.00 65,698.000 722,678.00 04232001 000 RETAINING WALL (MSE) SF 25.000 113,236.00 113,236.000 2,830,90 04252067 001 PRESTR CONC GIRDER (TX46) LF 155.000 8,884.54 8,884.540 1,377,103.70 04272003 000 OPAQUE SEALER FINISH SF 0.300 21,545.00 21,545.000 6,463.51 04272005 000 EPOXY PAINT FINISH SF 4.250 6,45 6,450 27,421.02 04282002 001 CONC SURF TREAT (CLASS II) SY 4.950 7,12 7,120 35,263.80 04322001 000 RIPRAP (CONC)(4 IN) CY 300 1,046.00 1,059.762 317,928.60 04322040 000 RIPRAP (MOW STRIP)(5 IN) CY 280 20 191.508 53,622.24 04422005 005 STR STL (MISCELLANEOUS) LB 8.500 1,50 1,500 12,767.00 04502007 000 RAIL (TY T501) LF 40 8,550.60 8,550.600 376,226.40 04542004 000 ARMOR JOINT LF 55.000 633.60 633.600 34,848.00 04592012 000 GABION MATTRESSES (GALV)(18 IN) SY 70 1,245.00 1,245.000 87,15 04622001 000 CONC BOX CULV (3 FT X 2 FT) LF 120 1,70 1,700 204,24 04622006 000 CONC BOX CULV (5 FT X 2 FT) LF 175.000 1,515.00 1,515.000 265,125.00 04642005 000 RC PIPE (CL III)(24 IN) LF 56.000 1,20 1,200 67,42 04652006 001 MANH (COMPL)(JUNCT BOX)(TY M) EA 4,000 6.00 6.000 24,00 04652228 001 MANH (COMPL)(TY M W/GRATE)(MOD) EA 3,930 3.00 3.000 11,79 04652399 001 INLET (COM)(GRATE)(10' X 3')(L)(TY 2) EA 5,100 0 5,10 04662004 000 WINGWALL (PW) SF 80 25 250 20,32 04672172 000 SET (TY I)(S= 3 FT)(HW= 3 FT)(6:1)(P) EA 3,250 0 6,50 04672182 000 SET (TY I)(S= 5 FT)(HW= 3 FT)(6:1)(P) EA 4,500 3.00 3.000 13,50 04672236 000 SET (TY II)(24 IN)(RCP)(6:1)(C) EA 1,200 3.00 0 1,20 04672288 000 SET (TY II)(24 IN)(RCP)(6:1)(P) EA 1,200 7.00 5.000 6,00 04672347 000 SET (TY I)(S=5 FT)(HW=2 FT)(6:1)(P) EA 4,200 0 4,20 04762012 000 JACK BOR OR TUN PIPE(24 IN)(RC)(CL IV) LF 70 58.00 58.000 4,06 04792001 ADJ MANHS EA 1,200 0 1,20 (CO#9) Adjust MH height due to plan error 04962002 000 REMOV STR (INLET) EA 1,000 3.00 3.000 3,00 04962004 000 REMOV STR (SET) EA 400 0 1,60 04962008 REMOV STR (BOX CULVERT) LF 25.000 857.000 21,425.00 04962010 000 REMOV STR (BRIDGE 100-499 FT LENGTH) EA 110,000 0 220,00 04962042 000 REMOV STR (SMALL) EA 500 0 50

CONTRACTOR'S ESTIMATE PACKAGE Page 16 of 19 04972001 000 SALV MATRL (CREDIT ) LS -2,500 0-2,50 05002001 MOBILIZATION LS 2,421.670 0 2,421.67 (CO#8)additional jack & bore due to conflict w/ existing str 05002001 005 MOBILIZATION LS 3,000,000 0 3,000,00 05022001 033 BARRICADES, SIGNS AND TRAFFIC HANDLING MO 18,000 15.00 20 360,00 05062002 010 ROCK FILTER DAMS (INSTALL) (TY 2) LF 50 10 46.600 2,33 05062016 010 CONSTRUCTION EXITS (INSTALL) (TY 1) SY 10 48 668.030 7,348.33 05062019 010 CONSTRUCTION EXITS (REMOVE) SY 5.000 48 668.030 3,340.15 05062031 010 SANDBAGS FOR EROSION CONTROL EA 2.500 1,81 556.000 1,39 05062034 010 TEMPORARY SEDIMENT CONTROL FENCE LF 0 1,20 95.600 382.40 05082002 000 CONSTRUCTING DETOURS SY 90 1,73 1,652.273 148,704.57 05122010 PORT CTB (DES SOURCE)(SAFETY SH)(TY 1) LF 8.000 1,080 8,64 (C.O.#2) Adding PCTB Item 05122037 PORT CTB (REMOVE)(SAFETY SH)(TY 1) LF 7.000 660 4,62 (C.O.#2) Adding PCTB Item 05142015 001 PERM CONC TRF BARR (F-SHAPE)(TY 1) LF 53.000 6,426.00 7,035.600 372,886.80 05142016 001 PERM CONC TRF BARR (F-SHAPE)(TY 2) LF 55.000 725.00 775.000 42,625.00 05142017 001 PERM CONC TRF BARR (F-SHAPE)(TY 3) LF 65.000 13 130 8,71 05292011 000 CONC CURB & GUTTER (SAWTOOTH) LF 50 45.00 73.000 3,65 05292035 000 CONC CURB & GUTTER (TY II) (MOD) LF 10 5,30 4,964.500 59,57 05302010 000 DRIVEWAYS (CONC) SY 40 32 223.000 9,366.00 05312005 000 CURB RAMPS (TY 1) EA 1,500 9.00 13.000 19,50 05312011 000 CURB RAMPS (TY 8) EA 1,500 7.00 7.000 10,50 05312012 000 CURB RAMPS (TY 9) EA 2,000 3.000 6,00 05312015 000 CONC SIDEWLKS (4") SY 38.000 373.00 287.150 10,911.70 05312017 000 CURB RAMPS (TY 21) EA 2,250 0 4,50 05362002 000 CONC MEDIAN SY 60 3,97 4,560.225 273,613.50 05402001 MTL W-BEAM GD FEN (TIM POST) LF 25.000 5 725.000 18,125.00 (CO#9) Added MBGF 05402001 000 MTL W-BEAM GD FEN (TIM POST) LF 50 5 50 2,50 05402005 TERMINAL ANCHOR SECTION EA 800 3.000 2,40 (CO#9) Added MBGF 05402005 000 TERMINAL ANCHOR SECTION EA 1,220 0 1,22 05402011 000 MTL BEAM GD FEN TRANS (THRIE-BEAM) EA 1,585.000 5.00 5.000 7,925.00 05422001 000 REMOVING METAL BEAM GUARD FENCE LF 3.500 3,793.00 4,010 14,035.00 05422002 000 REMOVING TERMINAL ANCHOR SECTION EA 250 7.00 8.000 2,00 05422003 000 RM MTL BM GD FEN TRANS (THRIE-BEAM) EA 380 6.00 6.000 2,28 05442001 000 GUARDRAIL END TREATMENT (INSTALL) EA 2,100 8.000 16,80 05442003 000 GUARDRAIL END TREATMENT (REMOVE) EA 350 1 10 4,20 05852006 RIDE BONUS/PENALTY ( 360) DOL 0 1,00-25,597.000-25,597.00 06102038 006 INS RD IL AM (TY SA) 50T-10 (.4 KW)S EA 2,670 8.00 9.000 24,03 06102049 006 INS RD IL AM (TY ) 48S-10-10(.4 KW)S EA 3,260 3 30 101,06 06102060 006 INS RD IL AM (U/P) (TY 1) (.15KW)S EA 1,060 8.00 8.000 8,48 06102061 006 INS RD IL AM (U/P) (TY 2) (.15KW)S EA 1,060 8.00 8.000 8,48 06102068 006 REMOVE RD IL ASM (TRANS-BASE) EA 370 3 30 12,58 06182022 000 CONDT (PVC) (SCHD 40) (3") LF 4.800 6,273.00 5,583.000 26,798.40 06182023 000 CONDT (PVC) (SCHD 40) (3") (BORE) LF 14.500 3,477.00 3,796.000 55,04 06182034 000 CONDT (PVC) (SCHD 80) (2") LF 3.000 10,826.00 9,890 29,676.00 06182035 000 CONDT (PVC) (SCHD 80) (2") (BORE) LF 13.000 1,717.00 1,255.000 16,315.00

CONTRACTOR'S ESTIMATE PACKAGE Page 17 of 19 06182044 000 CONDT (RM) (3/4") LF 9.000 649.00 649.000 5,84 06182052 000 CONDT (RM) (2") LF 16.000 3 30 48 06182072 000 CONDT (PVC) (SCHD 80) (3/4") LF 0 127.00 127.000 508.00 06202007 001 ELEC CONDR (NO. 4) BARE LF 0 2,045.00 3,560 3,56 06202008 001 ELEC CONDR (NO. 4) INSULATED LF 1.200 5,96 8,990 10,789.20 06202009 001 ELEC CONDR (NO. 6) BARE LF 0.800 14,328.00 13,058.000 10,446.40 06202010 001 ELEC CONDR (NO. 6) INSULATED LF 0.900 21,75 19,485.000 17,536.50 06202011 001 ELEC CONDR (NO. 8) BARE LF 0.650 6,808.00 6,380 4,147.00 06202013 001 ELEC CONDR (NO.10) BARE LF 0.550 776.00 776.000 426.80 06202014 001 ELEC CONDR (NO.10) INSULATED LF 0.700 1,55 1,550 1,086.40 06242008 000 GROUND BOX TY A (122311) W/APRON EA 450 1 10 4,50 06242012 000 GROUND BOX TY C (162911) W/APRON EA 480 5.00 5.000 2,40 06242014 000 GROUND BOX TY D (162922) W/APRON EA 500 2 20 10,50 06242037 000 GROUND BOX TY 1 (247224) W/APRON EA 3,380 18.00 18.000 60,84 06282115 000 ELC SRV TY D 120/240 100 (NS)GS(N)(U) EA 1,690 0 3,38 06282181 000 ELC SRV TY D 120/240 100 (NS)AL(N)PS(U) EA 3,300 0 3,30 06282275 000 ELC SRV TY A 240/480 100 (SS)AL(E)(U) EA 3,900 3.00 3.000 11,70 06362001 014 ALUMINUM SIGNS (TY A) SF 16.000 143.00 241.750 3,868.00 06362002 014 ALUMINUM SIGNS (TY G) SF 30 3 30 1,02 06362003 014 ALUMINUM SIGNS (TY O) SF 20 487.00 500 10,04 06442001 000 INS SM RD SN SUP&AM TY 10BWG(1) SA(P) EA 600 19.00 25.000 15,00 06442004 000 INS SM RD SN SUP&AM TY 10BWG(1) SA(T) EA 825.000 8.00 9.000 7,425.00 06442022 000 INS SM RD SN SUP&AM TY S80(1) SA(P) EA 900 18.00 17.000 15,30 06442027 000 INS SM RD SN SUP&AM TY S80(1) SA(U) EA 975.000 0 975.00 06442056 000 RELOCATE SM RD SN SUP & AM TY 10BWG EA 530 28.00 29.000 15,37 06442058 000 RELOCATE SM RD SN SUP & AM TY S80 EA 600 2 18.000 10,80 06442060 000 REMOVE SM RD SN SUP & AM EA 150 0 30 06472002 000 RELOCATE LRSA EA 2,450 8.00 8.000 19,60 06472003 000 REMOVE LRSA EA 320 0 64 06502022 000 INS OH SN SUP(25 FT CANT) EA 22,000 0 44,00 06502025 000 INS OH SN SUP(30 FT BAL TEE) EA 26,500 0 26,50 06502172 000 RELOCATE EXISTING OVERHD SIGN SUP EA 21,000 0 42,00 06542006 000 SIGN WALKWAY (48 IN) WITH HNDRL LF 200 1 10 2,40 06582246 INSTL DEL ASSM (D-SW)SZ 1(RCR)GND EA 115.000 86.000 9,89 (CO#9)Small Sign Revisions 06582319 000 INSTL OM ASSM (OM-2Z)(RCR)WP EA 95.000 2 20 1,995.00 06622001 000 WK ZN PAV MRK NON-REMOV (W) 4" (BRK) LF 0.350 8,18 22,890 8,011.50 06622004 000 WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF 0.350 19,225.00 13,330 4,666.90 06622012 000 WK ZN PAV MRK NON-REMOV (W) 8" (SLD) LF 0.550 2,40 12,009.000 6,604.95 06622032 000 WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF 0.350 12,43 33,940 11,879.70 06622113 000 WK ZN PAV MRK SHT TERM (TAB) TY W EA 0 4,94 2,090 2,09 06682064 000 PREFAB PAV MRK TY B (W) (ARROW) EA 425.000 29.00 39.000 16,575.00 06682065 000 PREFAB PAV MRK TY B (W) (DBL ARROW) EA 580 2 20 13,92 06682073 000 PREFAB PAV MRK TY B (W) (UTURN ARROW) EA 580 8.00 10 5,80 06682075 000 PREFAB PAV MRK TY B (W) (18")(YLD TRI) EA 130 5 43.000 5,676.00 06682106 000 PREFAB PAV MRK TY C (W) (ARROW) EA 210 10 2,12 06722008 034 PLOWABLE REFL PAV MRKR TY II-C-R EA 83.000 76 810 67,313.00 06722015 034 REFL PAV MRKR TY II-A-A EA 3.400 178.00 29.000 98.60 06722017 034 REFL PAV MRKR TY II-C-R EA 3.600 328.00 449.000 1,616.40

CONTRACTOR'S ESTIMATE PACKAGE Page 18 of 19 06722020 034 TRAFFIC BUTTON TY I-C EA 8.500 257.00 130 1,12 06722021 034 TRAFFIC BUTTON TY II-A-A EA 8.500 29 290 2,48 06722024 034 TRAFFIC BUTTON TY W EA 8.500 76 37.000 314.50 06722025 034 TRAFFIC BUTTON TY Y EA 8.500 876.00 480 4,08 06772001 000 ELIM EXT PAV MRK & MRKS ( 4") LF 0.300 31,80 26,732.655 8,019.80 06772003 000 ELIM EXT PAV MRK & MRKS ( 8") LF 0.550 1,019.00 6,660 3,663.55 06772024 000 ELIM EXT PAV MRK&MRKRS (4") (CALLOUT) LF 0.800 21,88 5,840 4,67 06782001 PAV SURF PREP FOR MRK ( 4") LF 0.130 42,660 5,545.93 06782003 PAV SURF PREP FOR MRK ( 8") LF 0.270 6,076.000 1,640.52 06782004 PAV SURF PREP FOR MRK (12") LF 0.330 4,218.000 1,391.94 06782006 PAV SURF PREP FOR MRK (24") LF 0.700 620 434.70 06782007 PAV SURF PREP FOR MRK (ARROW) EA 16.500 40 66 06782008 PAV SURF PREP FOR MRK (DBL ARROW) EA 33.000 20 79 06782016 PAV SURF PREP FOR MRK (UTURN ARR) EA 27.500 10 275.00 06782019 PAV SURF PREP FOR MRK (18") (YLD TRI) EA 5.500 43.000 236.50 06802002 000 INSTALL HWY TRF SIG (ISOLATED) EA 6,350 0 12,70 06822001 001 BACK PLATE (12 IN) (3 SEC) EA 90 3 30 2,88 06822003 001 BACK PLATE (12 IN) (5 SEC) EA 110 0 44 06822012 001 LOUVER (12 IN) (ADJUSTABLE) EA 175.000 4 40 7,35 06822014 001 PED SIG SEC (12 IN) LED (2 INDICATIONS) EA 610 2 20 14,64 06822022 001 VEH SIG SEC (12 IN) LED (GRN ARW) EA 200 0 80 06822023 001 VEH SIG SEC (12 IN) LED (GRN) EA 210 36.00 36.000 7,63 06822024 001 VEH SIG SEC (12 IN) LED (YEL ARW) EA 200 0 80 06822025 001 VEH SIG SEC (12 IN) LED (YEL) EA 210 36.00 36.000 7,63 06822027 001 VEH SIG SEC (12 IN) LED (RED) EA 190 36.00 36.000 6,84 06842009 000 TRF SIG CBL (TY A) (12 AWG) ( 4 CONDR) LF 4.300 4,696.00 5,673.000 24,393.90 06842010 000 TRF SIG CBL (TY A) (12 AWG) ( 5 CONDR) LF 5.900 1,475.00 1,475.000 8,702.50 06842012 000 TRF SIG CBL (TY A) (12 AWG) ( 7 CONDR) LF 6.350 2,733.00 4,970 31,572.20 06842021 000 TRF SIG CBL (TY A) (12 AWG) (16 CONDR) LF 10 3,789.00 3,819.000 38,19 06862027 000 INS TRF SIG PL AM(S) 1 ARM (28') EA 3,800 0 7,60 06862031 000 INS TRF SIG PL AM(S) 1 ARM (32') EA 4,400 0 17,60 06862035 000 INS TRF SIG PL AM(S) 1 ARM (36') EA 4,800 0 19,20 06862043 000 INS TRF SIG PL AM(S) 1 ARM (44') EA 6,000 0 12,00 06872001 000 PED POLE ASSEMBLY EA 1,550 16.00 16.000 24,80 06882001 000 PED DETECT (2 INCH PUSH BTN) EA 160 2 20 3,84 06902051 000 REMOVAL OF SIGNAL POLE ASSM EA 530 7.00 7.000 3,71 07302002 000 FULL-WIDTH MOWING AC 60 33.00 20 1,408.00 07402005 001 ANTI-GRAFFITI COATING (PERMANENT) SF 0.400 117,736.00 117,736.000 47,094.40 07742003 000 REMOVE AND REPLACE (NARROW REACT 350) EA 25,000 0 25,00 60142015 000 FIBER OPTIC CBL (SNGLE-MODE)(72 FIBER) LF 4.800 6,998.00 6,188.000 29,702.40 60142032 000 FIBER OPTIC PIGTAIL (12 FIBER) LF 8.500 2,757.00 1,900 16,18

CONTRACTOR'S ESTIMATE PACKAGE Page 19 of 19 60142033 000 FIBER OPTIC LICE ENCLOSURE EA 5,900 0 23,60 60142034 000 FIBER OPTIC PATCH PANEL (12 POSITION) EA 1,300 6.00 6.000 7,80 62662001 000 VIVDS PROCESSOR SYSTEM EA 3,200 6.00 6.000 19,20 62662002 000 VIVDS CAMERA ASSEMBLY EA 6,900 0 27,60 62662003 000 VIVDS SET-UP SYSTEM EA 530 0 1,06 62662005 000 VIVDS COMMUNICATION CABLE (COAXIAL) LF 1.600 4,31 4,310 6,902.40 64732001 001 MULTIPOLYMER PAV MRK (W)(4")(SLD) LF 0.700 16,393.00 18,288.000 12,801.60 64732002 001 MULTIPOLYMER PAV MRK (W)(4")(BRK) LF 0.750 6,00 9,120 6,84 64732007 001 MULTIPOLYMER PAV MRK (W)(8")(SLD) LF 1.400 8,439.00 6,230 8,72 64732009 001 MULTIPOLYMER PAV MRK (W)(12")(SLD) LF 2.200 3,75 3,297.000 7,253.40 64732010 001 MULTIPOLYMER PAV MRK (W)(12")(LNDP) LF 2.650 717.00 920 2,440.65 64732011 001 MULTIPOLYMER PAV MRK (Y)(4")(SLD) LF 0.700 16,906.00 18,977.000 13,283.90 64732012 001 MULTIPOLYMER PAV MRK (Y)(4")(BRK) LF 0.750 773.00 570 427.50 64732021 001 MULTIPOLYMER PAV MRK (W)(24")(SLD) LF 6.500 60 620 4,036.50 64732024 001 MULTIPOLYMER PAV MRK (W)(8")(DOT) LF 1.600 21 300 48 68342002 000 PORTABLE CHANGEABLE MESSAGE SIGN EA 14,300 0 57,20 82512003 000 RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF 0.350 8,525.00 2,300 805.00 82512006 000 RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF 0.350 24,619.00 11,297.000 3,953.95 82512018 000 RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF 0.350 31,219.00 9,845.000 3,445.75 82792001 000 INSTALLATION OF DMS SYSTEM EA 5,300 0 5,30 82802001 000 INSTALLATION OF CCTV FIELD EQUIPMENT EA 3,700 3.00 3.000 11,10 82822001 000 CAMERA POLE STRUCTURE W/CABINET EA 12,700 3.00 3.000 38,10 96080513 UNIQUE CHANGE ORDER 13 DOL 281,388.000 0 281,388.00 Dispute Resolution 96082004 UNIQUE CHANGE ORDER 4 DOL 162.870 240 39,088.80 (CO#6)Sweeping frontage roads 96082101 UNIQUE CHANGE ORDER DOL 67,334.400 0 67,334.40 TOTAL EARNINGS 26,401,805.01