CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/18 HIGHWAY: IH 20 COUNTY: 05/08/2013 ESTIMATE PAID: AWARD DATE: 05/30/2013 ESTIMATE PERIOD:

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1 455, CONTRACTOR'S ESTIMATE PACKAGE REPORT DATE: 01/08/ CONTRACT ID: PROJECT: DMO 2012(263) CONTRACT: AWARD : 18,434, PROJECTED : 18,604, ADJ. PROJECTED : 19,060, CONTRACT: CONTRACTOR: DELHUR INDUSTRIES, INC. HIGHWAY: IH 20 DISTRICT NAME: Abilene COUNTY: HOWARD AREA ENGINEER: Dave Collins, P.E. AREA NUMBER: 054 ESTIMATE NUMBER: 0047 LETTING DATE: 05/08/2013 ESTIMATE PAID: AWARD DATE: 05/30/2013 ESTIMATE PERIOD: 05/16/2017 to 05/16/2017 NOTICE TO PROCEED DATE: 08/19/2013 ESTIMATE TYPE: FINL WORK BEGIN DATE: 05/13/2014 % COMPLETE: 10 ACCEPTED DATE: 05/15/2017 % TIME USED: PHYSICAL WORK COMPLETION DATE: 00/00/0000 % RETAINAGE: RECAPITULATION TOTAL PREV THIS ESTIMATE EARNINGS 18,642, ,596, PARTICIPATING NON-PARTICIPATING 18,642, ,596, RETAINAGE LIQUIDATED DAMAGES (16,705.00) (16,705.00) INCENTIVE DISINCENTIVE OTHER ADJUSTMENTS 46, , PAID TO CONTRACTOR 18,626, ,580, , 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

2 CONTRACTOR'S ESTIMATE PACKAGE Page 2 of 13 CONTRACT TIME STATEMENT WORK BEGIN DATE: TIME CHARGES BEGIN: DAYS: C. O. ADJUSTED DAYS: CURRENT DAYS: DAYS CHARGED : 05/13/ /01/ ASSESSED LIQ DAMAGES: LIQ DAMAGE RATE: LIQUIDATED DAMAGES: TOTAL: 13 1, DAYS AT PER DAY 16, , PHYSICAL WORK COMPLETE: 00/00/0000 DAILY BREAKDOWN Date Days or Days Charged Days Credited 05/16/ Final Payment for Mobilization Diary Adjustment PERIOD SUMMARY Date or Days Days Days Charged Credited OTHER - SEE RMRKS 1

3 CONTRACTOR'S ESTIMATE PACKAGE Page 3 of 13 WORK PERFORMED THIS PERIOD PROJECT DMO 2012(263) CONTROL ROADWAY QTY THIS ESTIMATE PAID THIS ESTIMATE Total Bid Quantity QTY Paid To Date MOBILIZATION LS 1,548, , WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF , , , TOTAL EARNINGS THIS ESTIMATE 46,224.49

4 CONTRACTOR'S ESTIMATE PACKAGE Page 4 of 13 CONTRACT S PROJECT DMO 2012(263) CONTROL ROADWAY SUPP PREPARING ROW AC , PREPARING ROW(TREE)(12" TO 24" DIA) EA 1, , REMOVING CONC (RIPRAP) SY , REMOVING STAB BASE AND AH PAV (2"-6") SY , , , EXCAVATION (ROADWAY) CY , , , ,207, EMBANKMENT (FINAL)(DENS CONT)(TY D) CY , , , BROADCAST SEED (PERM) (RURAL) (SANDY) SY , , , CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY , , , DRILL SEEDING (TEMP) (COOL) SY , , , VEGETATIVE WATERING MG , , SOIL RETENTION BLANKETS (CL 1) (TY B) SY , , , FL BS(CMP IN PLC)(TY D GR 5)(FNAL POS) CY ,960 4,040 25,00 874, RWRK BS MTL(TY B)(12")(DC)(ORG POS) CY ,850-3, , , CEMENT TON , CEMENT TREAT (SUBGRADE)(6") SY , , , PRIME COAT (AE-P) GAL , , , AH (TIER II) GAL ,050 14, ,46 164, AGGR (TIER II) CY , PLANE AH CONC PAV (6") SY , , , TRENCH EXCAVATION PROTECTION LF , , , TEMPORARY L SHORING SF ,840-6, , DRILL SHAFT (24 IN) LF , DRILLED SHAFT (12 IN) LF DRILL SHAFT (RDWY ILL POLE) (30 IN) LF , CL C CONC (FOOTING) CY , CL C CONC (CULV) CY , RETAINING WALL (SOIL NAILED)(FACIA) SF , ,03 2,249, OPAQUE SEALER FINISH SF , , , RIPRAP (MOW STRIP)(4 IN) CY , RIPRAP (CONC)(CL B)(RR8&RR9) CY , RIPRAP (CONC) (CL B) (4") CY , STRUCTURAL STEEL(MISC NON-BRIDGE) LB , RAIL (TY SSTR) LF , , , GABION MATTRESSES (GALV)(18 IN) SY , CONC BOX CULV (10 FT X 5 FT) LF , RC PIPE (CL III)(18 IN) LF , , , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(27 IN) LF , RC PIPE (CL III)(42 IN) LF , RC PIPE (CL III)(48 IN) LF , , , RC PIPE (ARCH)(CL III)(DES 1) LF , INLET (COMPL)(TY H) EA 2, , MANH (COMPL)(TY M) EA 4, , INLET (COMPL)(L) EA 8, ,15

5 CONTRACTOR'S ESTIMATE PACKAGE Page 5 of ROADWAY SUPP INLET (COMPL)(TY H)(MOD) EA 4, , INLET (COMPL)(TY H)(L) EA 3, , INLET(COMPL)(RET WALL)(TY 1) EA 3, , JUNCTION BOX (L) EA 23, , WINGWALL (SW-0)(HW=11 FT) EA 11, , WINGWALL (FW-0)(HW=4 FT) EA 3, , WINGWALL (PW-1)(HW=7 FT) EA 10, , SET (TY I)(S= 7 FT)(HW= 3 FT)(4:1)(C) EA 4, , SET (TY II)(DES 1)(RCP)(6:1)(P) EA , ADJ INLETS EA 1, , PVC PIPE (SCH 80)(12 IN) LF , REMOV STR (BOX CULVERT) LF , MOBILIZATION LS 1,548, ,548, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2, , CONSTRUCTING DETOURS (EBSS) SY , ,95 62, PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF , ,22 44, PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF ,800 1,80 31, Added By CO # PORT CTB (STKPL)(SAFETY SH)(TY 2) LF ,200 2,25 9, Added by Change Order # PORT CTB (STKPL)(SAFETY SH)(TY 2) LF , ,19 41, PORT CTB (MOVE)(SAFETY SH)(TY 2) LF ,000 5,00 16,60 Added by Change Order # PORT CTB (MOVE)(SAFETY SH)(TY 2) LF , Change Order # 14 Payment for Move Barrier One Time Use INTERSECTIONS (ACP) SY , , , DRIVEWAYS (ACP) SY , SHOULDER TEXTURING (MILLED)(AHALT) LF , ,02 6, MTL W-BEAM GD FEN (TIM POST) LF , ,54 34, DOWNSTREAM ANCHOR TERMINAL(DAT)SECTION EA , MTL BM GD FEN TRANS (NON-SYM) EA , REMOVING METAL BEAM GUARD FENCE LF , ,00 1, REMOVING TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (REMOVE) EA , GDRAIL END TRT(INST)(WOOD POST)(TY II) EA 2, , INS RD IL AM (TY SA) 40T-8 (.25 KW)S EA 3, , INS RD IL AM (TY SA) 40T-8-8 (.25 KW)S EA 4, , CONDT (PVC) (SCHD 40) ( 2") LF , , , CONDT (PVC) (SCHD 40) (2") (BORE) LF , , , CONDT (PVC) (SCHD 40) (3") LF , , CONDT (PVC) (SCHD 40) (3") (BORE) LF , ELEC CONDR (NO. 6) INSULATED LF , , , GROUND BOX TY A (122311) W/APRON EA , GROUND BOX TY C (162911) W/APRON EA , ELC SRV TY A 240/ (NS)AL(E)(O) EA 6, , ALUMINUM SIGNS (TY A) SF , ALUMINUM SIGNS (TY G) SF , , ,268.50

6 CONTRACTOR'S ESTIMATE PACKAGE Page 6 of ROADWAY SUPP IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA , IN SM RD SN SUP&AM TY10BWG(2)SA(P) EA , IN SM RD SN SUP&AM TYS80(1)SA(P-BM) EA , IN SM RD SN SUP&AM TYS80(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-1EXT) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT) EA IN SM RD SN SUP&AM TYS80(1)SA(U-WC) EA IN SM RD SN SUP&AM TYS80(2)SA(P) EA 1, , REMOVE SM RD SN SUP & AM EA , INSTALL LRSS (STRUCT STEEL) LB , , , REMOVE LRSA EA , INSTL DEL ASSM (D-SW)SZ 2(WC) GND EA , INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA INSTL DEL ASSM (D-SY)SZ 2(WC)GND EA INSTL DEL ASSM (D-SY)SZ (TYC)CTB EA , INSTL DEL ASSM (D-DW)SZ 2(WC) GND EA , WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF , , , WK ZN PAV MRK REMOV (REFL) TY I-A EA , REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF , , , PAVEMENT SEALER 4" LF ,300 1,30 35 Pavment Sealer for the US 87 Bridge Decks over IH PREFAB PAV MRK TY C (W) (24") (SLD) LF , PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA PREFAB PAV MRK TY C (W) (NUMBER) EA REFL PAV MRKR TY I-R EA REFL PAV MRKR TY II-A-A EA REFL PAV MRKR TY II-C-R EA , ELIM EXT PAV MRK & MRKS ( 4") LF , ,07 9, PAV SURF PREP FOR MRK ( 4") LF ,300 1, Pave Surf Prep for the US 87 Bridge Decks over IH ROCK FILTER DAMS (INSTALL) (TY 2) LF , BACKHOE WORK (EROSION & SEDM CONT) HR , TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF , , , BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF , TEMPORARY SEDIMENT CONTROL FENCE LF , , REMOVE SUPERPAVE MIXTURES -B PG64-22 TON , , ,977, SUPERPAVE MIXTURES -D SAC-A PG70-22 TON , , , ,050, SUPERPAVE MIXTURES -D SAC-B PG70-22 TON ,190 5, , Misc. HMAC Repairs, SAC-A to SAC-B, NFR Overlay, and SOIL NAIL ANCHORS LF , , ,527, RELAPPING METAL BEAM GUARD FENCE EA , PORTABLE CHANGEABLE MESSAGE SIGN DAY 50 1, ,75 137, RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF , , , RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF , , ,348.84

7 CONTRACTOR'S ESTIMATE PACKAGE Page 7 of ROADWAY SUPP RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF , ,49 16, MODULAR GLARE SCREENS(FURN AND INSTALL) LF 20 4, ,32 86, MODULAR GLARE SCREENS(REMOVE) LF , ,32 25, UNIQUE CHANGE ORDER 1 DOL 5, , Added by Change Order # UNIQUE CHANGE ORDER 6 DOL 12, , Added By CO # 7 One Time Use Place Dirt Berm behind PCTB UNIQUE CHANGE ORDER 8 DOL 4, , Added Soil Nails for Retaining Walls UNIQUE CHANGE ORDER 9 DOL 50, ,00 Negotiated amount for the Emergency Repairs on the NFR UNIQUE CHANGE ORDER 10 DOL Force Account Repair on the existing IH 20 under the Cauble UNIQUE CHANGE ORDER 11 DOL 14, , Unique Change Order Item # 11 - Change Order # UNIQUE CHANGE ORDER 15 DOL 10, , Payment for added Mob for Abut # 3 Coppell and TxShafts UNIQUE CHANGE ORDER 17 DOL 7, , Replacement of illumination pole B-7 due to 3rd patry damage RIPRAP (MOW STRIP)(4 IN) CY , Added MBGF along EBFR and WBFR MTL W-BEAM GD FEN (TIM POST) LF ,900 3,90 54,21 Added MBGF along EBFR and WBFR 002 BRIDGE Category Subtotal 16,149, SUPP CEM STABIL BKFL CY , DRILL SHAFT (18 IN) LF , , , DRILL SHAFT (36 IN) LF , CL C CONC (ABUT)(HPC) CY 2, , CL C CONC (BENT)(HPC) CY 1, , CL S CONC(APPR SLAB)(HPC) CY , REINF CONC SLAB (HPC)(CL S) SF , ,28 227, PRESTR CONC BOX BEAM (5XB34) LF , PRESTR CONC BOX BEAM (5XB34)(MOD) LF , RAILING T401(MOD) LF , ARMOR JOINT (WITH SEAL) LF , CEM STABIL BKFL CY , DRILL SHAFT (18 IN) LF , , , DRILL SHAFT (36 IN) LF , CL C CONC (ABUT)(HPC) CY 2, , CL C CONC (BENT)(HPC) CY 1, , CL S CONC(APPR SLAB)(HPC) CY , REINF CONC SLAB (HPC)(CL S) SF , ,28 227,791.20

8 CONTRACTOR'S ESTIMATE PACKAGE Page 8 of BRIDGE SUPP PRESTR CONC BOX BEAM (5XB34) LF , PRESTR CONC BOX BEAM (5XB34)(MOD) LF , RAILING T401(MOD) LF , ARMOR JOINT (WITH SEAL) LF , UNIQUE CHANGE ORDER 16 DOL 34, , Bridge Rail Repair 003 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal 2,359, SUPP UNIQUE CHANGE ORDER 2 DOL 2, , CO #3 Payment for 50% of the Partnering Workshop Costs UNIQUE CHANGE ORDER 7 DOL 28, , Plan Grade Error for tie in to adjacent Project 004 CONTRACTOR FORCE ACCOUNT WORK Category Subtotal 31, SUPP UNIQUE CHANGE ORDER 3 DOL 5, , Added By CO # UNIQUE CHANGE ORDER 4 DOL 6, , Added By CO # 4 for Variable Milling at Detour Crossovers UNIQUE CHANGE ORDER 5 DOL 6, , Added By CO # 5 -One Time Payment for Detour Route Signage Category Subtotal 18, PROJECT DMO 2012(263) CONTROL ROADWAY SUPP () DRILL SEEDING (TEMP) (WARM) SY , AH (TIER I) GAL , , AGGR (TIER I) CY TEMPORARY L SHORING (SOIL NAIL) SF MTL W-BEAM GD FEN (LOW FILL CULVERT) LF INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BR) EA INSTL DEL ASSM (D-SY)SZ 1(FLX)SRF EA INSTL DEL ASSM (D-SY)SZ (TYC)GF1(BR) EA INSTL OM ASSM (OM-2Y)(WC) GND EA INSTL DEL ASSM (D-SW)SZ 1(TYC)CTB(BR) EA INSTL DEL ASSM (D-SY)SZ 1(TYC)CTB(BR) EA

9 CONTRACTOR'S ESTIMATE PACKAGE Page 9 of WK ZN PAV MRK NON-REMOV (Y) 4" (BRK) LF , WK ZN PAV MRK REMOV (REFL) TY I-C EA WK ZN PAV MRK SHT TERM (TAB) TY W EA , WK ZN PAV MRK SHT TERM (TAB) TY Y-2 EA , FULL-WIDTH MOWING AC ROCK FILTER DAMS (REMOVE) LF CONSTRUCTION EXITS (INSTALL) (TY 1) SY CONSTRUCTION EXITS (REMOVE) SY SANDBAGS FOR EROSION CONTROL (2') LF BIODEGRADBLE EROSION CONTROL LOGS REMOV LF Category Subtotal PROJECT DMO 2012(263) CONTROL NO MISC SUPP PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF , Added by CO# PRODUCTION BONUS/PENALTY DOL 0 83, , , PLACEMENT BONUS/PENALTY DOL 0 28, , , RIDE BONUS/PENALTY ( 3270) DOL 0 17, , , Category Subtotal 83, PROJECT DMO 2012(263) CONTROL NO SUPP MISC () MATERIAL ON HAND DOL 0 1, PAYMENT ADJUSTMENT-POS DOL 0 1, PAYMENT ADJUSTMENT-NEG DOL -0 2, FORCE ACCT-EROSION CONTROL MAINTENANCE DOL 0 15, FORCE ACCOUNT - SAFETY CONTINGENCY DOL 0 27, Category Subtotal TOTAL EARNINGS THIS CONTRACT 18,642,956.80

10 CONTRACTOR'S ESTIMATE PACKAGE Page 10 of 13 CONSTRUCTION ESTIMATE COMBINED () PREPARING ROW AC , PREPARING ROW(TREE)(12" TO 24" DIA) EA 1, , REMOVING CONC (RIPRAP) SY , REMOVING STAB BASE AND AH PAV (2"-6") SY , , , EXCAVATION (ROADWAY) CY , , ,207, EMBANKMENT (FINAL)(DENS CONT)(TY D) CY , , , BROADCAST SEED (PERM) (RURAL) (SANDY) SY , , , CELL FBR MLCH SEED(PERM)(RURAL)(SANDY) SY , , , DRILL SEEDING (TEMP) (COOL) SY , , , VEGETATIVE WATERING MG , , SOIL RETENTION BLANKETS (CL 1) (TY B) SY , , , FL BS(CMP IN PLC)(TY D GR 5)(FNAL POS) CY ,96 25, , RWRK BS MTL(TY B)(12")(DC)(ORG POS) CY ,85 8, , CEMENT TON , CEMENT TREAT (SUBGRADE)(6") SY , , , PRIME COAT (AE-P) GAL , , , AH (TIER II) GAL ,05 38, , AGGR (TIER II) CY , PLANE AH CONC PAV (6") SY , , , CEM STABIL BKFL CY , TRENCH EXCAVATION PROTECTION LF , , , TEMPORARY L SHORING SF , , DRILL SHAFT (18 IN) LF , , , DRILL SHAFT (24 IN) LF , DRILL SHAFT (36 IN) LF , , , DRILL SHAFT (RDWY ILL POLE) (30 IN) LF , DRILLED SHAFT (12 IN) LF CL C CONC (FOOTING) CY , CL C CONC (CULV) CY , CL C CONC (ABUT)(HPC) CY 2, , CL C CONC (BENT)(HPC) CY 1, , CL S CONC(APPR SLAB)(HPC) CY , REINF CONC SLAB (HPC)(CL S) SF ,56 14, , RETAINING WALL (SOIL NAILED)(FACIA) SF ,03 87,030 2,249, PRESTR CONC BOX BEAM (5XB34) LF , , , PRESTR CONC BOX BEAM (5XB34)(MOD) LF , OPAQUE SEALER FINISH SF , , , RIPRAP (MOW STRIP)(4 IN) CY , RIPRAP (MOW STRIP)(4 IN) CY , Added MBGF along EBFR and WBFR RIPRAP (CONC)(CL B)(RR8&RR9) CY , RIPRAP (CONC) (CL B) (4") CY , STRUCTURAL STEEL(MISC NON-BRIDGE) LB ,412.40

11 CONTRACTOR'S ESTIMATE PACKAGE Page 11 of RAIL (TY SSTR) LF , , , RAILING T401(MOD) LF , , , ARMOR JOINT (WITH SEAL) LF , GABION MATTRESSES (GALV)(18 IN) SY , CONC BOX CULV (10 FT X 5 FT) LF , RC PIPE (CL III)(18 IN) LF , , , RC PIPE (CL III)(24 IN) LF , , , RC PIPE (CL III)(27 IN) LF , RC PIPE (CL III)(42 IN) LF , RC PIPE (CL III)(48 IN) LF , , , RC PIPE (ARCH)(CL III)(DES 1) LF , INLET (COMPL)(TY H) EA 2, , MANH (COMPL)(TY M) EA 4, , INLET (COMPL)(L) EA 8, , INLET (COMPL)(TY H)(MOD) EA 4, , INLET (COMPL)(TY H)(L) EA 3, , INLET(COMPL)(RET WALL)(TY 1) EA 3, , JUNCTION BOX (L) EA 23, , WINGWALL (SW-0)(HW=11 FT) EA 11, , WINGWALL (FW-0)(HW=4 FT) EA 3, , WINGWALL (PW-1)(HW=7 FT) EA 10, , SET (TY I)(S= 7 FT)(HW= 3 FT)(4:1)(C) EA 4, , SET (TY II)(DES 1)(RCP)(6:1)(P) EA , ADJ INLETS EA 1, , PVC PIPE (SCH 80)(12 IN) LF , REMOV STR (BOX CULVERT) LF , MOBILIZATION LS 1,548, ,548, BARRICADES, SIGNS AND TRAFFIC HANDLING MO 2, , CONSTRUCTING DETOURS (EBSS) SY ,95 5,950 62, PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF , , Added by CO# PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF ,10 8,220 44, PORT CTB (DES SOURCE)(SAFETY SH)(TY 2) LF ,10 1,800 31, Added By CO # PORT CTB (MOVE)(SAFETY SH)(TY 2) LF ,000 16,60 Added by Change Order # PORT CTB (MOVE)(SAFETY SH)(TY 2) LF , Change Order # 14 Payment for Move Barrier One Time Use PORT CTB (STKPL)(SAFETY SH)(TY 2) LF ,10 2,250 9, Added by Change Order # PORT CTB (STKPL)(SAFETY SH)(TY 2) LF ,10 8,190 41, INTERSECTIONS (ACP) SY , , , DRIVEWAYS (ACP) SY , SHOULDER TEXTURING (MILLED)(AHALT) LF , ,020 6, MTL W-BEAM GD FEN (TIM POST) LF ,45 2,540 34, MTL W-BEAM GD FEN (TIM POST) LF ,45 3,900 54,21 Added MBGF along EBFR and WBFR DOWNSTREAM ANCHOR TERMINAL(DAT)SECTION EA , MTL BM GD FEN TRANS (NON-SYM) EA ,392.80

12 CONTRACTOR'S ESTIMATE PACKAGE Page 12 of REMOVING METAL BEAM GUARD FENCE LF ,00 1,000 1, REMOVING TERMINAL ANCHOR SECTION EA GUARDRAIL END TREATMENT (REMOVE) EA , GDRAIL END TRT(INST)(WOOD POST)(TY II) EA 2, , RIDE BONUS/PENALTY ( 3270) DOL 0 17,00 5, , INS RD IL AM (TY SA) 40T-8 (.25 KW)S EA 3, , INS RD IL AM (TY SA) 40T-8-8 (.25 KW)S EA 4, , CONDT (PVC) (SCHD 40) ( 2") LF , , , CONDT (PVC) (SCHD 40) (2") (BORE) LF ,10 1, , CONDT (PVC) (SCHD 40) (3") LF , , CONDT (PVC) (SCHD 40) (3") (BORE) LF , ELEC CONDR (NO. 6) INSULATED LF , , , GROUND BOX TY A (122311) W/APRON EA , GROUND BOX TY C (162911) W/APRON EA , ELC SRV TY A 240/ (NS)AL(E)(O) EA 6, , ALUMINUM SIGNS (TY A) SF , ALUMINUM SIGNS (TY G) SF , , , IN SM RD SN SUP&AM TY10BWG(1)SA(P) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(T) EA , IN SM RD SN SUP&AM TY10BWG(1)SA(U) EA , IN SM RD SN SUP&AM TY10BWG(2)SA(P) EA , IN SM RD SN SUP&AM TYS80(1)SA(P-BM) EA , IN SM RD SN SUP&AM TYS80(1)SA(T) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-1EXT) EA , IN SM RD SN SUP&AM TYS80(1)SA(U-2EXT) EA IN SM RD SN SUP&AM TYS80(1)SA(U-WC) EA IN SM RD SN SUP&AM TYS80(2)SA(P) EA 1, , REMOVE SM RD SN SUP & AM EA , INSTALL LRSS (STRUCT STEEL) LB , , , REMOVE LRSA EA , INSTL DEL ASSM (D-SW)SZ 2(WC) GND EA , INSTL DEL ASSM (D-SW)SZ (TYC)GF1(BI) EA INSTL DEL ASSM (D-SY)SZ 2(WC)GND EA INSTL DEL ASSM (D-SY)SZ (TYC)CTB EA , INSTL DEL ASSM (D-DW)SZ 2(WC) GND EA , WK ZN PAV MRK NON-REMOV (W) 4" (SLD) LF , , , WK ZN PAV MRK NON-REMOV (Y) 4" (SLD) LF , , , WK ZN PAV MRK REMOV (REFL) TY I-A EA , REFL PAV MRK TY I (W) 8" (SLD)(100MIL) LF , , , PAVEMENT SEALER 4" LF , Pavment Sealer for the US 87 Bridge Decks over IH PREFAB PAV MRK TY C (W) (24") (SLD) LF , PREFAB PAV MRK TY C (W) (36")(YLD TRI) EA PREFAB PAV MRK TY C (W) (NUMBER) EA REFL PAV MRKR TY I-R EA REFL PAV MRKR TY II-A-A EA REFL PAV MRKR TY II-C-R EA , ELIM EXT PAV MRK & MRKS ( 4") LF ,45 15,070 9, PAV SURF PREP FOR MRK ( 4") LF ,

13 CONTRACTOR'S ESTIMATE PACKAGE Page 13 of 13 Pave Surf Prep for the US 87 Bridge Decks over IH ROCK FILTER DAMS (INSTALL) (TY 2) LF , BACKHOE WORK (EROSION & SEDM CONT) HR , TEMPORARY SEDIMENT CONTROL FENCE INSTLL LF ,00 2, , BIOGRD EROSN CONT LOGS (12" DIA)INSTALL LF , TEMPORARY SEDIMENT CONTROL FENCE LF , , REMOVE SUPERPAVE MIXTURES -B PG64-22 TON , , ,977, SUPERPAVE MIXTURES -D SAC-A PG70-22 TON , , ,050, SUPERPAVE MIXTURES -D SAC-B PG70-22 TON 110 5, , Misc. HMAC Repairs, SAC-A to SAC-B, NFR Overlay, and PRODUCTION BONUS/PENALTY DOL 0 83,00 34, , PLACEMENT BONUS/PENALTY DOL 0 28,00 42, , SOIL NAIL ANCHORS LF , , ,527, RELAPPING METAL BEAM GUARD FENCE EA , PORTABLE CHANGEABLE MESSAGE SIGN DAY 50 1,40 2, , RE PM W/RET REQ TY I(W)4"(BRK)(100MIL) LF , , , RE PM W/RET REQ TY I(W)4"(SLD)(100MIL) LF , , , RE PM W/RET REQ TY I(Y)4"(SLD)(100MIL) LF , ,490 16, MODULAR GLARE SCREENS(FURN AND INSTALL) LF 20 4, ,320 86, MODULAR GLARE SCREENS(REMOVE) LF , ,320 25, UNIQUE CHANGE ORDER 1 DOL 5, , Added by Change Order # UNIQUE CHANGE ORDER 2 DOL 2, , CO #3 Payment for 50% of the Partnering Workshop Costs UNIQUE CHANGE ORDER 3 DOL 5, , Added By CO # UNIQUE CHANGE ORDER 4 DOL 6, , Added By CO # 4 for Variable Milling at Detour Crossovers UNIQUE CHANGE ORDER 5 DOL 6, , Added By CO # 5 -One Time Payment for Detour Route Signage UNIQUE CHANGE ORDER 6 DOL 12, , Added By CO # 7 One Time Use Place Dirt Berm behind PCTB UNIQUE CHANGE ORDER 7 DOL 28, , Plan Grade Error for tie in to adjacent Project UNIQUE CHANGE ORDER 8 DOL 4, , Added Soil Nails for Retaining Walls UNIQUE CHANGE ORDER 9 DOL 50, ,00 Negotiated amount for the Emergency Repairs on the NFR UNIQUE CHANGE ORDER 10 DOL Force Account Repair on the existing IH 20 under the Cauble UNIQUE CHANGE ORDER 11 DOL 14, , Unique Change Order Item # 11 - Change Order # UNIQUE CHANGE ORDER 15 DOL 10, , Payment for added Mob for Abut # 3 Coppell and TxShafts UNIQUE CHANGE ORDER 16 DOL 34, , UNIQUE CHANGE ORDER 17 DOL 7, , TOTAL EARNINGS 18,642,956.80