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

McCRORY & WILIJAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillingor Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRiPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS DOLLARSICTS 201-A 1 LS CLEARING AND GRUBBING (APPROX. 20 ACRES) $71,154.18 $71,154.18 $46172.00 $46,172.00 30136.88 $30136.88 REMOVING CONCRETE SLOPE 206-Cl 1,498 SY $2.95 $4,419.10 $2.93 $4,389.14 $4.83 $7,235.34 PAVING 206-C2 150 SY REMOVING CONCRETE DRIVEWAY $3.68 $552.00 $4.34 $651.00 $4.17 $625.50 206-C3 26,982 SY REMOVING ASPHALT PAVEMENT $0.69 $18,617.58 $0.01 $269.82 $3.06 $82,564.92 206-Di 1,854 LF REMOVING PIPE (ALL TYPES & SIZES $4.72 $8,750.88 $3.40 $6,303.60 $6.08 $11,272.32 206-D2 477 [F REMOVING CURB & GUTTER $4.66 $2222.82 $2.38 $1,135.26 $3.47 $1,655.19 206-D3 158 SY REMOVING CONCRETE ISLAND $6.98 $1,102.84 $5.86 $925.88 $4.17 $658.86 206-El 68 EACH REMOVING HEADWALLS $104.69 $7,118.92 $81.54 $5544.72 $105.68 $7,186.24 206-E2 2 EACH REMOVING DRAINAGE JUNCTION BOX $209.39 $418.78 $133.83 $267.66 $131.37 $262.74 206-E3 32 EACH REMOVING DRAINAGE INLETS $185.15 $5,924.80 $144.96 $4,638.72 $121.40 $3,884.80 REMOVING MAILBOXES 206-E4 2 EACH (INCLUDING RESET WITH A NEW $125.87 $251.74 $60.68 $121.36 $68.59 $137.18 TIMBER POST) REMOVING SiGNAL POLE 206-E5 8 EACH $174.43 $1,395.44 $241.69 $1,933.52 $262.73 $2,101.84 FOUNDATION (PARTIAL) 209-A 40 EACH MAILBOX RESET, SINGLE $69.76 $2,790.40 $40.61 $1,624.40 $44.66 $1,786.40 Page 1 of 22 (For Bidders 1 5 ) M57OQ.2O338IOTAB

(For Bidders 1 - BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT UNITPRICE AMOUNT 5 ) MO.2O338IOTA8 Page 2 of 22 424-A 6,290 TON LAYER, 1/2 MAXIMUM $70.38 $442,690.20 $64.86 $407,969.40 $75.88 $477,285.20 AGGREGATE SIZE MIX, ESAL RANGE C/D (140 LBSISY) SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE 405-A 3,500 GAL TACK COAT $3.43 $12,180.00 $4.85 $16,975.00 $3.79 $13,265.00 408-A 22,855 SY PAVEMENT (APPROX. 1.10 THRU $0.67 $15,312.85 $0.01 $228.55 $0.68 $15,541.40 PLANING EXISTING 2.0 THICK) 401-A 41,751 SY BITUMINOUS TREATMENTA $0.01 $417.51 $0.06 $2,505.06 $1.00 $41,751.00 6 COMPACTED THICKNESS 301-Al 41,401 SY COURSE, TYPE B, PLANT MIXED, $10.35 $428,500.35 $11.51 $476,525.51 $10.67 $441,748.67 CRUSHED AGGREGATE BASE 230-A 109 RDBD STA ROADBED PROCESSING $308.09 $33,581.81 $231.29 $25,210.61 $206.98 $22,560.82 214-B 500 TON $34.61 $17305.00 $60.84 $30,420.00 $48.44 $24,220.00 FOUNDATION BACKFILL, 210-D 20,588 CY(TBM) $0.01 $205.88 $4.67 $96,145.96 $7.63 $157,086.44 BORROW EXCAVATION (A-2-4 OR # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSfCTS DOLLARSICTS DOLLARSICTS 210-A 12,358 CV UNCLASSIFIED EXCAVATION $5.58 $68,957.64 $5.81 $71,799.98 $5.92 $73,159.36 BID OPENING: June 27,2012 Inc. Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 PROJECT NO. MCR-2008-OOi THEODORE DAWES ROADISCHILLINGER ROAD SOUTH McCRORY & WILLiAMS, INC.

(For Bidders 1 5 ) Page 3of22 533-A2 3,132 LF 18 STORM $21.25 $66,555.00 $17.56 $54,997.92 $23.12 $72,411.84 533-Al 4,450 LF 15 STORM $18.26 $72,454.56 $13.78 $61,403.68 $21.78 $97051.68 529-A 1,157 SF RETAINING WALL (MSE) $22.90 $26,495.30 $24.72 $28,601.04 $22.71 $26,275.47 424-B2 4,900 TON LAYER, 3)4 MAXIMUM $55.95 $274,155.00 $5282 $258,818.00 $62.18 $304,682.00 430-B 1,000 TON (#57 STONE) $31.27 $31,270.00 $40.48 $40,480.00 $34.91 $34,910.00 AGGREGATE SIZE MIX, ESAL AGGREGATE SIZE MIX, ESAL SUP ERPAVE BITUMINOUS AGGREGATE SIZE MIX, ESAL AGGREGATE SURFACING RANGE C/D RANGE C/D RANGE C/D 424-64 500 TON PATCHING 1 MAXIMUM $55.95 $27,975.00 $71.19 $35,595.00 $90.91 $45,455.00 RANGE C/D 424-B3 4,000 TON LEVELING 1 MAXIMUM $57.05 $228,200.00 $55.47 $221,880.00 $62.18 $248720.00 424-BI 3,645 TON LAYER, 1 MAXIMUM $60.55 $220,704.75 $61.99 $225,953.55 $65.34 $238,164.30 CONCRETE UPPER BINDER CONCRETE LOWER BINDER CONCRETE BINDER LAYER, CONCRETE BINDER LAYER, SUPERPAVE BITUMINOUS SUPERPAVE BITUMINOUS SUPERPAVE BITUMINOUS # QTY DESCRIPTION DOLLARSICTS DOLLARS jcts DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS BID OPENING: June 27, 2012 Inc. Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 AGGREGATE SIZE MIX, ESAL BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT THEODORE DAWES ROAD1SCHILLINGER ROAD SOUTH

(For Bidders I - 5 ) M57QO-2O33BIOrA8 Page 4 of 22 600-A 1 LS MOBILIZATION $103,005.48 $103,005.48 $142,210.00 $142,210.00 $212,377.49 $212,377.49 606-A 5,000 LF TYPE 8 $0.01 $50.00 $10.43 $52,150.00 $3.11 $15,550.00 6 UNDERDRAIN, 533-B4 388 LF $37.72 $14,635.36 $42.61 $16,532.68 $41.02 $15,915.76 533-B7 416 LF $122.44 $50,935.04 $119.31 $49,632.96 $142.82 $59,413.12 533-82 368 LF $29.30 $10,782.40 $26.55 $9,770.40 $33.01 $12,147.68 533-83 56 LF $42.70 $2,391.20 $36.60 $2,049.60 $34.64 $1,939.84 533-85 648 LF $81.79 $52,999.92 $84.83 $54,969.84 $78.61 $50,939.28 533-El 24 LF $42.63 $1,023.12 $31.65 $759.60 $31.57 $757.68 59 SPAN, 36 RISE STORM 73 SPAN, 45 RISE STORM 533-86 640 LF $98.74 $63,193.60 $95.57 $61,164.80 $99.35 $63,584.00 29 SPAN, 18 RISE STORM 51 SPAN, 31 RISE STORM 22 SPAN, 14 RISE STORM 26 SPAN, 15 RISE STORM 18 SPAN, 11 RISE STORM 533-A5 8 LF 36 STORM $127.08 $1,016.64 $155.85 $1,246.80 $55.66 $445.28 533-A6 240 LF 42 STORM $59.78 $14,347.20 $57.08 $13,699.20 $66.59 $15,981.60 533-A4 354 LF 30 STORM $42.01 $14,871.54 $41.52 $14,698.08 $42.83 $15,161.82 533-A3 1,728 LF 24 STORM $31.92 $55,157.76 $28.07 $48,504.96 $32.27 $55,762.56 # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS(CTS DOLLARSICTS DOLLARSICTS OlD OPENING: June 27,2012 Inc. Hosea 0. Weaver & Sons Inc. John G. Walton Construction Co. Gulf Eqwpment Corp. PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchillinger Road ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT UNITPRICE AMOUNT THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH

(For Bidders 1-5) M57o.2GweIoTA8 Page 5 of 22 SLOPE 3:1 SLOPE 3:1 (DOUBLE LINE) 619-A4 2 EACH PIPE END TREATMENT, CLASS 1, $903.19 $1,806.38 $860.00 $1,720.00 $895.75 $1,791.50 619-AS 1 EACH PIPE END TREATMENT, CLASS 1, $2,125.14 $2,125.14 $1,505.00 $1,505.00 $2,107.66 $2,107.65 51 SPAN, 31 RISE ROADWAY 59 SPAN, 36 RISE ROADWAY 619 A3 2 EACH TREATMENT, CLASS 1, SLOPE 3:1 $850.06 $1.700.12 $752.50 $1,505.00 $843.06 $1,686.12 42 ROADWAY PIPE END 619-A2 4 EACH TREATMENT, CLASS 1, SLOPE $478.16 $1,912.64 $645.00 $2,580.00 $474.22 $1,896.88 3:1 18 ROADWAY PIPE END 619-Al 18 EACH TREATMENT, CLASS 1, SLOPE 3:1 $425.03 $7,650.54 $537.50 $9,675.00 $421.53 $7,587.54 15 ROADWAY PIPE END 618-82 1,167 SY CONCRETE DRIVEWAY APRON $37.19 $43,400.73 $51.60 $60,217.20 $19.70 $22,989.90 MESH) 618-B1 17 SY (INCLUDING6X6,6GAUGE WIRE $63.75 $1,083.75 $45.15 $767.55 $27.40 $465.80 CONCRETE DRIVEWAY, 6 THICK 614-A 85 CV SLOPE PAVING $292.21 $24,837.85 $279.50 $23,757.50 $289.80 $24,633.00 610-A 345 SY 610-D 1,110 SY GEOTEXTILE, (NON-WOVEN) $1.68 $1,864.80 $2.12 $2,353.20 $2.63 $2,919.30 $52.06 $17957.25 $57.81 $19,944.45 $43.11 $14,872.95 LOOSE RIPRAP CLASS 2, # QTY DESCRIPTION DOLLARS jcts DOLLARS ICTS DOLLARS jcts DOLLARS ICTS DOLLARS jcts DOLLARSCTS FILTER BLANKET, ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT BID OPENING: June 27, 2012 Inc. 1-losea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchillinger Road THEODORE DAWES ROADISCHJLLINGER ROAD SOUTH

5 (For Bidders 1 - ) M57OV.2O3BIDtF,B Page 6 of 22 620-A 2 CV 621-A2 9 EACH 621-A3 6 EACH JUNCTION BOX, TYPE 621-B 7 EACH JUNCTION BOX UNIT, TYPE I $512.34 $3,586.38 $501.73 $3,512.11 $619.33 $4,335.31 619-Bi 1 EACH TREATMENT, CLASS 1. SLOPE $531.29 $531.29 $645.00 $645.00 $526.91 $526.91 $4,011.21 $4,011.21 $2,257.50 $2,257.50 $3,978.18 $3,978.18 621-A4 I EACH 619-B2 I EACH TREATMENT. CLASS 1, SLOPE $850.06 $850.06 $752.50 $752.50 $843.06 $843.06 619-B4 EACH PIPE END TREATMENT, CLASS 1, $584.42 $584.42 $860.00 $860.00 $579.60 $579.60 1 SLOPE 4:1 30 SIDE DRAIN PIPE END 22 SPAN, 13 RISE SIDE DRAIN 29 SPAN, 18 RISE SIDE DRAIN 619-83 1 EACH PIPE END TREATMENT, CLASS 1. $425.03 $425.03 $752.50 $752.50 $421.53 $421.53 4:1 4:1 18 SIDE DRAIN PIPE END 619-AG 1 EACH PIPE END TREATMENT, CLASS 1, $3,187.71 $3187.71 $1,720.00 $1,720.00 $3,161.47 $3,161.47 SLOPE 3:1 (DOUBLE LINE) SLOPE 4:1 JUNC]1ON BOX, TYPE $6,078.79 $38,472.74 $6,020.00 $36,120.00 $3,978.18 $23,869.08 621-Al 38 EACH JUNCTION BOX, TYPE 1 $2,192.81 $83,326.78 $3,003.21 $114,121.98 $2,628.45 $99,881.10 $956.32 $1,912.64 $860.00 $1,720.00 $790.37 $1,580.74 $637.54 $5,737.86 $1,935.00 $17,415.00 $632.29 $5,690.61 BOX, TYPE MINOR STRUCTURE 73 SPAN, 45 RISE ROADWAY # QTY DESCRIPTION DOLLARS ICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore Dawes!Schitlinger Road BID OPENING: June 27, 2012 Inc. PROJECT NO. MCR-2008-OQ1 THEODORE DAWES ROAD!SCHILLINGER ROAD SOUTH

(For Bidders I 5 ) M57OC 2O3BIDTA6 Page 7 of 22 621-C5 9 EACH INLET, TYPE S-4 (1-WING) $4,122.72 $37,104.48 $2,587.24 $23,285.16 $4,262.32 $38,360.88 62l-C4 3 EACH INLET, TYPE S-3 (2-WING) $3,713.53 $11,140.59 $2,406.27 $7218.81 $2,965.99 $8,897.97 621-C3 105 EACH INLET, TYPE S-3 (1-WING) $2,745.05 $288,230.25 $2,104.38 $220,959.90 $2,755.22 $289,298.10 621-Cl 2 EACH INLET, TYPE W $1,747.47 $3,494.94 $2,902.50 $5,805.00 $1,789.02 $3,578.04 # 0Th DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT Hosea 0. Weaver & Sons. Inc. jjohn G. Walton Construction Co. Gulf Equipment Corp. 621-C2 1 EACH INLET, TYPE W (SPECIAL) $6,375.43 $6,375.43 $6,912.25 $6,912.25 $6,322.94 $6,322.94 621-C6 3 EACH INLET, TYPE S-4 (2-WING) $4834.13 $14,502.39 $2,991.89 $8,975.67 $3,896.67 $11690.01 621-C7 3 EACH 621-D3 I EACH INLET UNIT TYPE S-4 (2-WING) $512.35 $512.35 $501.73 $501.73 $784.67 $784.67 623-C 18,152 LF AED) $11.69 $212,196.88 $9.78 $177,526.56 $11.59 $210,381.68 621-01 2 EACH INLETUNITTYPES-3(1-WING) $512.34 $1,024.68 $501.74 $1,003.48 $784.66 $1,569.32 $11.69 $30,779.77 $11.83 $31,148.39 $11.07 $29,147.31 623-A 2,633 LF CONCRETE GUTTER 621-C8 3 EACH 621-C9 2 EACH inle1types-4(1-wing) 621-02 2 EACH INLETUNITTYPES-4(1-WING) $512.34 $1,024.68 $501.74 $1,003.48 $784.66 $1,569.32 621-C12 14 EACH INLET, TYPE C (SPECIAL) $2,669.71 $37,375.94 $3,440.00 $48,160.00 $2,647.73 $37,068.22 621-Cu 17 EACH INLET, TYPEC(MODIFIED) $1,758.47 $29,893.99 $1,612.50 $27,412.50 $1,903.89 $32,366.13 621-C 10 3 EACH INLET, TYPE X $3,589.61 $10,768.83 $2,940.95 $8,822.85 $3,590.01 $10,770.03 $4,335.29 $13,005.87 $3,762.50 $11,287.50 $4,299.60 $12,898.80 $5,061.56 $10,123.12 $9,890.00 $19,780.00 $6,521.06 $13,042.12 S-3 (1-WING) inlet,types-3(1-wing) $6,269.17 $18,807.51 $6,235.00 $18,705.00 $6,217.55 $18,652.65 I PROJECT NO.: M5700-2033 BIDDER #1 1 BIDDER #2 BIDDER #3 BID TABULATION: Theodore DaweslSchiilinger Road J BID OPENING; June 27, 2012 Jinc THEODORE DAWES ROADISCHILLINGER ROAD SOUTH

THEODORE DAWES ROAO1SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSohillinger Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS1CTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS DOLLARSICTS 634-A 150 [F INDUSTRIAL FENCE,4 FEET HIGH $17.00 $2,550.00 $19.35 $2902.50 $1317 $1,975.50 637-A 1,205 LF FENCE RESET $5.31 $6398.55 $5.43 $6,543.15 $7.38 $8,892.90 650-A 5.000 CV (4 COMPACTED THICKNESS) $5.88 $29,400.00 $6.34 $31,700.00 $12.42 $62,100.00 652-A 20 ACRE SEEDING $0.01 $0.20 $50.00 $1,000.00 $900.79 $18,015.80 652-C 20 ACRE MOWING $50.00 $1,000.00 $65.28 $1,305.60 $62.84 $1,256.80 654-A 10,000 SY SOLID SODDING $3.19 $31,900.00 $3.47 $34,700.00 $2.56 $25,600.00 656-A 20 ACRE MULCHING $0.01 $0.20 $50.00 $1,000.00 $1,032.34 $20,646.80 659-A 10,000 SY ROLLED EROSION CONTROL $2.92 $29,200.00 $3.17 $31,700.00 $4.09 $40,900.00 665-A 40 ACRE TEMPORARY SEEDING $0.01 $0.40 $50.00 $2,000.00 $883.92 $35,356.80 665-B 40 ACRE TEMPORARY MULCHING $0.01 $0.40 $50.00 $2,000.00 $400.26 $16,010.40 665-E 20000 SY POLYETHYLENE $0.70 $14,000.00 $0.68 $13,600.00 $1.27 $25,400.00 665-F 800 EACH HAY BALES $0.01 $8.00 $9.60 $7,680.00 $6.42 $5,136.00 665-G 2,000 EACH SAND BAGS $1.22 $2,440.00 $5.35 $10,700.00 $2.08 $4,160.00 665-I 2,000 TON TEMPORARY RIPRAP, CLASS 2 $0.01 $20.00 $50.56 $101,120.00 $57.65 $115,300.00 665-J 20,000 LF SILT FENCE, TYPE A $2.11 $42,200.00 $2.56 $51,200.00 $3.38 $67,600.00 665-K 2,000 CY DRAINAGE SUMP EXCAVATION $0.01 $20.00 $5.85 $11,700.00 $2.15 $4,300.00 665-0 20,000 LF SILT FENCE REMOVAL $0.76 $15,200.00 $0.51 $10,200.00 $0.70 $14,000.00 665-0 2,000 LF 12 WATTLE $5.06 $10,120.00 $8.15 $16,300.00 $5.99 $11,980.00 680-A I LS GEOMETRIC CONTROLS $11,985.92 $11,985.92 $28,251.61 $28,251.61 $14,525.03 $14,525.03 Page 8 of 22 (For Bidders I - 5 ) M57OD-2Q3aBIDTA8

McCRORY & WILLIAMS INC. THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DawesISchIIinger Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRiCE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # OTY DESCRIPTION DOLLARS jcts DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS ICTS DOLLARSICTS 698-A 1 LS CONSTRUCTION FUEL (NOT TO EXCEED $250,000.00) $0.00 $0.00 $12,863.64 $12,863.64 $0.00 $0.00 SOLID WHITE, CLASS 2, TYPE A 701-Al 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3,134.59 $12,538.36 $3,171.25 $12,685.00 $3,108.78 $12,435.12 WIDE) BROKEN WHITE, CLASS 2, TYPE A 701-A2 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $1,806.37 $7,225.48 $1,827.50 $7,310.00 $1,791.50 $7,166.00 WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A3 4 MILE ATRAFFIC STRIPE (0.09 THICK) $1,806.37 $7,225.48 $1,827.50 $7,310.00 $1,791.50 $7,166.00 (6 WIDE) SOLID YELLOW, CLASS 2, TYPE A 701-A4 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3,134.59 $12,538.36 $3,171.25 $12,685.00 $3,108.78 $12,435.12 WIDE) DOTTED CLASS 2, TYPE A 701-B 910 LF TRAFFIC STRIPE (0.09 THICK) (6 $1.59 $1,446.90 $1.61 $1,465.10 $1.58 $1,437.80 WIDE) 701-Cl 8 MILE BROKEN TEMPORARY TRAFFIC STRIPE $765.05 $6,120.40 $774.00 $6,192.00 $758.75 $6,070.00 SOLID TEMPORARY 701-C2 12 MILE $828.81 $9,945.72 $838.50 $10,062.00 $821.98 $9,863.76 TRAFFIC STRIPE 701-Di 4 MILE SOLID TRAFFIC STRIPE REMOVED $1,593.86 $6,375.44 $1,612.50 $6,450.00 $1580.74 $6,322.96 70l-D2 2 MILE BROKEN TRAFFIC STRIPE REMOVED $1,593.86 $3,187.72 $1,612.50 $3,225.00 $1,58074 $3,161.48 Page 9of22 (For Bciders 1-5 ) M57OO.2O33BIDTAB

THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO,; M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3. Hosea 0. Weaver & Sons, Inc. John G. Walton ConstructIon Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS ICTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS DOLLARS ICTS 703-A 5,253 SQ FT TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A $4.04 $21,222.12 $4.09 $21.484.77 $4.00 $21,012.00 TRAFFIC CONTROL 703-B 647 SQ FT $4.04 $2613.88 $4.09 $2,646.23 $4.00 $2,588.00 LEGENDS, CLASS 2, TYPE A 705-Al 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 1-A $4.25 $318.75 $4.30 $322.50 $4.22 $316.50 705-A2 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-A $4.25 $318.75 $4.30 $322.50 $4.22 $316.50 705-A3 75 EACH PAVEMENT MARKERS, CLASS C. TYPE 2-C $4.25 $318.75 $4.30 $322.50 $4.22 $316.50 705-A4 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-A $4.25 $637.50 $4.30 $645.00 $4.22 $633.00 705-A5 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-B $4.25 $637.50 $4.30 $645.00 $4.22 $633.00 705-A6 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-C $4.25 $637.50 $4.30 $645.00 $4.22 $633.00 705-A7 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-ID $4.25 $637.50 $4.30 $645.00 $4.22 $633.00 705A8 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-E $4.25 $637.50 $4.30 $645.00 $4.22 $633.00 740-B 1,719 SQ FT CONSTRUCTION SIGNS, TYPE iv $6.00 $10,314.00 $6.07 $10,434.33 $6.59 $11,328.21 740-ID 1,000 EACH CHANNELIZING DRUMS, TYPE III $0.01 $10.00 $4.87 $4,870.00 $42.15 $42,150.00 740-E 100 EACH CONES (36 HIGH) $9.03 $903.00 $4.87 $487.00 $5.74 $574.00 740-F 30 EACH BARRICADES, TYPE iii $299.55 $8,989.50 $255.33 $7,659.90 $194.96 $5,848.80 740-I 15 EACH WARNING LIGHTS, TYPE B $407.20 $6,108.00 $219.49 $3,292.35 $237.11 $3,556.65 Page 10of22 (For Bidders 1-5) M57QQ-2O3\BlDTAB

THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore Dawes!Schliiinger Road PROJECT NO.: M5700-2033 BIDDER #1 BIDDER #2 BIDDER #3 Hosea 0. Weaver & Sons, Inc. John G. Walton Construction Co. Gulf Equipment Corp. BID OPENING: June 27, 2012 Inc. ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 740-M 100 EACH BALLAST FOR CONE $5.95 $595.00 $0.59 $59.00 $2.83 $283.00 741-C 2 EACH ARROW & CHEVRON SIGN $2,029.51 $4,069.02 $1546.05 $3,092.10 $2,527.07 $5,054.14 RESiDENTIAL ASPHALT 1002-A 1,834 SY DRIVEWAYS, COMPLETE IN PLACE $11.64 $21,347.76 $21.71 $39,816.14 $17.58 $32,241.72 COMMERCIAL ASPHALT 1002-B 1,192 SY DRIVEWAYS, COMPLETE IN PLACE $11.79 $14,053.68 $21.71 $25,878.32 $20.45 $24,376.40 TOTAL AMOUNT $ 3,804,823.85 $ 4,089,048.27 $ 4,668,330.81 project. Page 11 of 22 (For Bidders 1-5) M57OO-2O33SOTAB

. TIMBER 5) THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT II QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS CLEARING AND GRUBBING 201-A 1 LS 74742.75 $74742.75 100000 $100000.00 (APPROX. 20 ACRES) REMOVING CONCRETE SLOPE 208.C1 1498 SY $2.28 $3415.44 $15.73 $23,563.54 PAVING REMOVING CONCRETE 206-C2 150 Sy $2.28 $342.00 $69.48 $10,422.00 DRIVEWAY REMOViNG ASPHALT 206-C3 26,982 PAVEMENT $1.20 $32,378.40 $2.00 $53,964.00 REMOVING PIPE (ALL TYPES & 206-DI 1,854 LF $5.07 $9,399.78 $14.16 $26,252.64 SIZES 206-D2 477 LF REMOVING CURB & GUTTER $4.00 $1,908.00 $7.46 $3,558.42 206-D3 158 SY REMOVING CONCRETE ISLAND $2.28 $360.24 $49.81 $7,869.98 206-El 68 EACH REMOVING HEADWALLS $100.00 $6,800.00 $776.30 $52,788.40 206-E2 2 EACH REMOVING DRAINAGE JUNCTION BOX $400.00 $800.00 $1,468.19 $2,936.38 206-E3 32 EACH REMOVING DRAINAGE INLETS $225.00 $7,200.00 $1,208.74 $38,679.68 REMOVING MAILBOXES 206-E4 2 EACH (INCLUDING RESET WITH A NEW $75.00 $150.00 $223.21 $446.42 POST) REMOVING SIGNAL POLE 206E5 8 EACH $1,000.00 $8,000.00 $350.27 $2,802.16 FOUNDATION (PARTIAL) 209-A 40 EACH MAILBOX RESET, SINGLE $65.00 $2,600.00 $223.21 $8,928.40 Page 12 of 22 (For Bidders 1 M57O.2O338OTh8

McCRORY & WILLIAMS, INC. THEODORE DAWES ROADISCHILLINGER ROAD SOUTH PROJECT NO. MCR-2008-OO1 BID TABULATION: Theodore Dawes/Schilhnger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSjCTS 210-A 12,358 CY UNCLASSIFIED EXCAVATION $5.23 $64,632.34 $8.00 $98,864.00 210-D 20,588 CY(TBM) 214.8 500 TON BORROW EXCAVATION (A-2-4 OR FOUNDATION BACKFILL, $8.86 $182409.68 $12.00 $247,056.00 $44.83 $22,415.00 $70.92 $35,460.00 230-A 109 RDSD STA ROADBED PROCESSING $250.00 $27,250.00 $838.45 $91,391.05 CRUSHED AGGREGATE BASE 301-Al 41401 SY COURSE, TYPE B, PLANT MIXED, $12.90 $534,072.90 $12.92 $534,900.92 6 COMPACTED THICKNESS 401-A 41,751 SY BITUMINOUS TREATMENTA $0.85 $35,488.35 $0.90 $37,575.90 405-A 3,500 GAL TACK COAT $3.65 $12,775.00 $3.87 $13,545.00 PLANING EX1STING 408-A 22,855 SY PAVEMENT (APPROX. 1.10 THRU 2.0 THICK) $0.01 $228.55 $0.01 $228.55 SUPERPAVE BITUMINOUS CONCRETE WEARING SURFACE 424-A 6,290 TON LAYER, /2 MAXIMUM $75.25 $473,322.50 $79.71 $501,375.90 AGGREGATE SIZE MIX, ESAL RANGE C/D (140 LBS/SY) Page 13 of 22 (For Bidders 1-5) M57O0-2O33SDTA

THEODORE DAWES ROADISC1-IILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillrnger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 rrank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT II QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS SUPERPAVE BITUMINOUS CONCRETE UPPER BINDER 424-B1 3645 TON LAYER, 1 MAXIMUM $66.25 $241,481.25 $70.18 $255806.10 AGGREGATE SIZE MIX, ESAL RANGE C/D SUPERPAVE BITUMINOUS CONCRETE LOWER BINDER 424-82 4,900 TON LAYER, 3)4 MAXIMUM $66.25 $324,625.00 $70.18 $343,882.00 AGGREGATE SIZE MIX, ESAL RANGE CID SUPER PAVE BITUMINOUS CONCRETE BINDER LAYER, 424-63 4,000 TON LEVELING 1 MAXIMUM $66.25 $265,000.00 $70.18 $280,720.00 AGGREGATE SIZE MIX, ESAL RANGE CID SUPERPAVE BITUMINOUS CONCRETE BINDER LAYER, 424-84 500 TON PATCHING 1 MAXIMUM $106.00 $53,000.00 $128.30 $64,150.00 430-B 1,000 TON AGGREGATE SIZE MIX, ESAL RANGE C/D AGGREGATE SURFACING (#57 STONE) $38.18 $38,180.00 $46.67 $46,670.00 529-A 1,157 SF RETAINING WALL (MSE) $25.00 $28,925.00 $30.00 $34,710.00 533-Al 4,456 LF 15 STORM $24.47 $109,038.32 $37.64 $167,723.84 533-A2 3,132 LF 18 STORM $25.87 $81,024.84 $41.48 $129,915.36 Page 14 of 22 (For Bidders 1 5) M57OO2O3BIOTAB

5) THEODORE DAWES ROADISCHILLINGER ROAD SOUTH PROJECT NO. MCR-2008-CO1 BID TABULATION: Theodore Dawes/Schillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 533-A3 1,728 LF 24 STORM $35.00 $60,480.00 $59.24 $102,366.72 533-A4 354 LF 30 STORM $45.30 $16036.20 $117.27 $41,513.58 533-A5 8 LF 36 STORM $69.49 $555.92 $326.12 $2,608.96 533-AG 240 LF 42 STORM $68.73 $16,495.20 $95.78 $22,987.20 533-BI 24 LF 18 SPAN, 11 RISE STORM $45.01 $1,080.24 $66.97 $1607.28 533-B2 368 LF 22 SPAN, 14 RISE STORM $39.57 $14,561.76 $48.05 $17,682.40 533-B3 56 LF 26 SPAN, 15 RISE STORM $39.57 $2,215.92 $56.48 $3,162.88 533-64 388 LF 29 SPAN, 18 RISE STORM $46.78 $18,150.64 $59.21 $22,973.48 533-65 648 LF 51 SPAN, 31 RISE STORM $94.48 $61223.04 $126.77 $82,146.96 533-B6 640 LF 59 SPAN, 36 RISE STORM $123.39 $78,969.60 $147.86 $94,630.40 533-67 416 LF 73 SPAN, 45 RISE STORM $159.91 $66,522.56 $181.80 $75,628.80 600-A 1 LS MOBILIZATION $0.00 $0.00 $110,770.00 $110,770.00 6 UNDERDRAIN, 606-A 5,000 LF TYPE 8 $12.00 $60,000.00 $19.15 $95,750.00 Page 15 of 22 (For Bidders I -.,.s7o33sitaa

THEODORE DAWES ROAD1SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BiDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARS jcts DOLLARSICTS DOLLARSICTS 610-A 345 LOOSE RIPRAP CLASS 2, $49.91 $17218.95 $66.54 $22,956.30 FILTER BLANKET, 610-D 1,110 GEOTEXTILE, (NON-WOVEN) $3.00 $3,330.00 $3.33 $3,696.30 614-A 85 CY SLOPE PAVING $315.12 $26,785.20 $243.52 $20,699.20 CONCRETE DRIVEWAY, 6 THICK 618-Bi 17 SY (INCLUDING6XS,6GAUGEWIRE $66.00 $1,122.00 $41.13 $699.21 MESH) 618-B2 1,167 SY CONCRETE DRIVEWAYAPRON $38.50 $44,929.50 $41.13 $47,998.71 15 ROADWAY PIPE END 619-Al 18 EACH TREATMENT, CLASS 1, SLOPE 3:1 $440.00 $7,920.00 $480.35 $8,646.30 18 ROADWAY PIPE END 619-A2 4 EACH TREATMENT, CLASS 1, SLOPE $495.00 $1,980.00 $534.47 $2,137.88 3:1 42 ROADWAY PIPE END 619-A3 2 EACH TREATMENT, CLASS 1, SLOPE 3:1 $880.00 $1,760.00 $976.26 $1,952.52 51 SPAN, 31 RISE ROADWAY 619-A4 2 EACH PIPE END TREATMENT, CLASS 1, $935.00 $1,870.00 $1,009.40 $2,018.80 SLOPE 3:1 59 SPAN, 36 RISE ROADWAY 619-A5 I EACH PIPE END TREATMENT, CLASS 1, $2,200.00 $2,200.00 $1,675.52 $1,675.52 SLOPE 3:1 (DOUBLE LINE) Page 16 of 22 (For Bidders 1-5)

5) THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # OTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS 73 SPAN, 45 RISE ROADWAY 619.A6 I EACH PIPE END TREATMENT, CLASS 1, $3,300.00 $3,300.00 $2,204.91 $2,204.91 SLOPE 3:1 (OOUBLE LINE> 18 SIDE DRAIN PIPE END 619-81 1 EACH TREATMENT, CLASS 1, SLOPE 4:1 $550.00 $550.00 $821.28 $821.28 30 SIDE DRAIN PIPE END 619-B2 I EACH TREATMENT, CLASS 1, SLOPE 4:1 $880.00 $880.00 $1,063.65 $1,063.65 22 SPAN, 13 RISE SIDE DRAIN 619-B3 1 EACH PIPE END TREATMENT, CLASS 1, SLOPE 4:1 $440.00 $440.00 $904.36 $904.36 29 SPAN, 18 RISE SIDE DRAIN 619-84 1 EACH PIPE END TREATMENT, CLASS 1, SLOPE 4:1 $605.00 $605.00 $954.03 $954.03 620-A 2 CY MOR STRUCTURE $797.00 $1,594.00 $974.07 $1,948.14 621-Al 38 EACH JUNCTION BOX, TYPE 1 $2,326.63 $88,411.94 $3,270.00 $124,260.00 621-A2 9 EACH 621-A3 6 EACH 621-A4 1 EACH JUNC11ON BOX, TYPE BOX, TYPE JUNCTION BOX, TYPE $660.00 $5,940.00 $4,495.87 $40,462.83 $6,207.59 $37,245.54 $7,432.15 $44,592.90 $9,262.50 $9,262.50 $5,411.50 $5,411.50 621-B 7 EACH JUNCTION BOX UNIT, TYPE 1 $583.01 $4,081.07 $790.00 $5,530.00 Page 17of22 (For Bidders I - M57OO.2O338IDTAB

5) THEODORE DAWES ROADISCH1LLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # 0Th DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARS[CTS 621-Cl 2 EACH INLET, TYPE W $1780.75 $3,561.50 $4,870.35 $9,740.70 621-C2 1 EACH INLET, TYPE W (SPECIAL) $7,200.00 $7200.00 $8,088.03 $8,088.03 621-C3 105 EACH INLET, TYPE S-3 (1-WING) $2,757.55 $289,542.75 $4,346.70 $456,403.50 621-C4 3 EACH INLET,TYPES-3(2-WING) $3,057.55 $9,172.65 $4,671.39 $14,014.17 62l-C5 9 EACH INLET,TYPES-4(1-WING) $4,037.91 $36,341.19 $7,423.43 $66,810.87 621-C6 3 EACH INLET, TYPE S-4 (2-WING) $4,457.67 $13,373.01 $7,416.81 $22,250.43 621-C7 3 EACH 621-C8 3 EACH 621-C9 2 EACH INLET TYPE S-3(l-WING) INLET, TYPE S-3 (1-WING) INLE1 TYPE S-4 (1-WING) $7,090.00 $21,270.00 $6,493.80 $19,481.40 $5,080.00 $15,240.00 $5,952.65 $17,857.95 $7,406.80 $14,813.60 $8,658.40 $17,316.80 621-ClO 3 EACH INLET,TYPEX $3,006.10 $9,018.30 $3,842.16 $11,526.48 621-Cu 17 EACH INLET, TYPE C (MODIFIED) $1,802.55 $30,643.35 $4,545.66 $77,276.22 621-C12 14 EACH INLET, TYPE C (SPECIAL) $3,012.50 $42,175.00 $5,195.04 $72,730.56 621-D1 2 EACH INLLETUNITTYPES-3(1-WING) $583.01 $1,166.02 $770.00 $1,540.00 621-D2 2 EACH INLETUNITTYPES-4(1-WING) $583.01 $1,166.02 $999.00 $1,998.00 621-D3 1 EACH INLET UNIT TYPE S-4 (2-WING) $583.01 $583.01 $999.00 $999.00 623-A 2,633 LF CONCRETE GUTTER $12.25 $32,254.25 $10.28 $27,067.24 623-C 18,152 LF $12.65 $229,622.80 $13.26 $240,695.52 Page 18 of 22 (For Bidders I - M57OO.2D33eDTAO

McCRORY & WILLIAMS, inc. THEODORE DAWES ROAD/SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 BIDS RECEWED: MOBILE COUNTY ENG. OFC. Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNITPRICE AMOUNT UNITPRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 634-A 150 LF INDUSTRIAL FENCE,4 FEET HIGH $15.00 $2,250.00 $17.33 $2,599.50 637-A 1,205 LF FENCE RESET $5.00 $6,025.00 $7.18 $8651.90 650-A 5,000 CY 4 COMPACTED THICKNESS) $11.00 $55,000.00 $9.00 $45,000.00 652-A 20 ACRE SEEDING $1,310.00 $26200.00 $1,393.58 $27,871.60 652-C 20 ACRE MOWING $45.50 $910.00 $127.61 $2,552.20 654-A 10000 SY SOLID SODDING $5.00 $50000.00 $5.12 $51,200.00 656-A 20 ACRE MULCHING $804.36 $16,087.20 $1,033.00 $20,660.00 659-A 10,000 SY R5NTROL $4.45 $44,500.00 $4.16 $41,600.00 665-A 40 ACRE TEMPORARY SEEDING $589.60 $23,584.00 $784.80 $31,392.00 665-B 40 ACRE TEMPORARY MULCHING $804.36 $32,174.40 $1,033.00 $41,320.00 665-E 20,000 SY POLYETHYLENE $1.50 $30,000.00 $1.50 $30,000.00 665-F 800 EACH HAY BALES $6.00 $4,800.00 $7.96 $6,368.00 665-G 2,000 EACH SAND BAGS $2.24 $4,480.00 $5.26 $10,520.00 665-I 2,000 TON TEMPORARY RIPRAP, CLASS 2 $44.50 $89,000.00 $59.06 $118,120.00 665-J 20,000 LF SILT FENCE, TYPE A $4.00 $80,000.00 $3.10 $62,000.00 665-K 2,000 CY DRAINAGE SUMP EXCAVATION $10.00 $20,000.00 $11.62 $23,240.00 665-0 20,000 LF SILT FENCE REMOVAL $1.00 $20,000.00 $1.20 $24,000.00 665-0 2,000 LF 12 WATTLE $4.09 $8,180.00 $5.72 $11,440.00 680-A I LS GEOMETRIC CONTROLS $25,000.00 $25,000.00 $93,250.00 $93,250.00 Page 19 of 22 (For Bidders 1-5)

THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27, 2012 ITEM APPROX, UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 698-A 1 LS CONSTRUCTION FUEL (NOT TO EXCEED $250,000.00) $0.00 $0.00 $5,411.50 $5,411.50 SOLID WHITE, CLASS 2, TYPE A 701-Al 4 MILE TRAFFiC STRIPE (0.09 THICK) (6 $3,245.00 $12,980.00 $3299.87 $13,199.48 WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A2 4 MILE A TRAFFIC STRIPE (0.09 THICK) $1,870.00 $7480.00 $1901.62 $7,606.48 (6 WIDE) BROKEN YELLOW, CLASS 2, TYPE 701-A3 4 MILE A TRAFFIC STRIPE (0.09 THICK) $1,870.00 $7,480.00 $1,901.62 $7,606.48 (6 WIDE) SOLID YELLOW, CLASS 2, TYPE A 701-A4 4 MILE TRAFFIC STRIPE (0.09 THICK) (6 $3,245.00 $12,980.00 $3,299.87 $13,199.48 WIDE) DOTTED CLASS 2, TYPE A 701-B 910 LF TRAFFIC STRIPE (0.09 THICK) (6 $1.65 $1,501.50 $1.68 $1,528.80 WIDE) BROKEN TEMPORARY 701-Cl 8 MILE TRAFFIC STRIPE $792.00 $6,336.00 $805.39 $8,443.12 SOLID TEMPORARY 701-02 12 MILE $858.00 $10,296.00 $872.51 $10,470.12 TRAFFIC STRIPE 701-DI 4 MILE SOLID TRAFFIC STRIPE REMOVED $1,650.00 $6,600.00 $1,677.90 $6,711.60 701-D2 2 MILE BROKEN TRAFFIC STRIPE REMOVED $1,650.00 $3,300.00 $1,677.90 $3,355.80 Page 20 of 22 (For Bidders 1-5) M5700-2033eIOTA6

THEODORE DAWES ROADISCHILLINGER ROAD SOUTH BID TABULATION: Theodore DawesiSchillinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon, Inc. BID OPENING: June 27. 2012 ITEM APPROX. UNIT item UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 703-A 5,253 SQ FT TRAFFIC CONTROL MARKINGS, CLASS 2, TYPE A $4.18 $21,957.54 $4.25 $22325.25 TRAFFIC CONTROL 703-B 647 SQ FT $4.18 $2,704.46 $4.25 $2,749.75 LEGENDS, CLASS 2, TYPE A 705-Al 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 1-A $4.40 $330.00 $4.47 $335.25 705-A2 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-A $4.40 $330.00 $4.47 $335.25 705-A3 75 EACH PAVEMENT MARKERS, CLASS C, TYPE 2-C $4.40 $330.00 $4.47 $335.25 705-A4 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-A $4.40 $660.00 $4.47 $670.50 705-A5 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 1-B $4.40 $660.00 $4.47 $670.50 705-A6 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-C $4.40 $660.00 $4.47 $670.50 705-A7 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-D $4.40 $660.00 $4.47 $670.50 705-A8 150 EACH PAVEMENT MARKERS, CLASS A H, TYPE 2-E $4.40 $660.00 $4.47 $670.50 740-B 1,719 SQ FT CONSTRUCTION SIGNS, TYPE IV $6.88 $11,826.72 $8.95 $15,385.05 740-D 1,000 EACH CHANNELIZING DRUMS, TYPE Iii $59.40 $59,400.00 $58.17 $58,170.00 740-E 100 EACH CONES(36 HIGH) $13.75 $1,375.00 $10.00 $1,000.00 740-F 30 EACH BARRICADES, TYPE III $187.00 $5,610.00 $111.86 $3,355.80 740-I 15 EACH WARNING LIGHTS, TYPE B $90.20 $1 353.00 $455.00 $6,825.00 Page 21 of 22 (For Bidders I - 5) U57CO-2O33BIDTA5

THEODORE DAWES ROAD!SCHILLINGER ROAD SOUTH BID TABULATION: Theodore DaweslSchlllinger Road PROJECT NO.: M5700-2033 BIDDER #4 BIDDER #5 Frank Turner Construction Racon Inc. BID OPENING: June 27, 2012 ITEM APPROX. UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 740-M 100 EACH BALLAST FOR CONE $9.80 $980.00 $10.00 $1,000.00 741-C 2 EACH PORTABLE SEQUENTIAL ARROW $2,420.00 $4,840.00 $13,982.50 $27,965.00 RESIDENTIAL ASPHALT 1002-A 1,834 SY DRIVEWAYS, COMPLETE IN $15.00 $27,510.00 $32.60 $59,788.40 PLACE COMMERCIAL ASPHALT 1002-B 1,192 SY DRIVEWAYS, COMPLETE IN $20.00 $23,840.00 $35.76 $42,625.92 PLACE TOTAL AMOUNT $ 4,829,656.39 $ 6,269,312.99 Page 22 of 22 (For Bidders 1-5) M57OO.2OS38IDTAB