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

BID TABULATION Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. QTY DESCRIPTION DOLLARSjCTS DOLLARS)CTS DOLLARSICTS DOLLARSICTS DOLLARSjCTS DOLLARSICTS ROADWAY ITEMS 21-A 1 LS CLEARING AND GRUBBING 24,83. 24,83. 16,3. 16,3. 9,. 9,. (APPROX. 28 ACRES) 25-Al 1 SY REMOVAL OF STRUCTURE, 2,86. 2,86. 1,417.31 1,417.31 4,54.91 4,54.91 STRUCTURE NO. 1 25-A2 1 LF REMOVAL OF STRUCTURE, 2,196. 2,196. 5,28.66 5,28.66 3,851.88 3,851.88 STRUCTURE NO. 2 25-A3 1 EA REMOVAL OF STRUCTURE, 2,196. 2,196. 5,28.66 5,28.66 3,851.88 3,851.88 STRUCTURE NO. 3 25-A4 1 EA REMOVAL OF STRUCTURE, 2,196. 2,196. 5,28.66 5,28.66 3,851.88 3,851.88 STRUCTURE NO. 4 25-A5 1 EA REMOVAL OF STRUCTURE, 2,196. 2,196. 5,28.66 5,28.66 3,851.88 3,851.88 STRUCTURE NO. 5 25-A6 1 EA REMOVAL OF STRUCTURE, 2,196. 2,196. 5,28.66 5,28.66 3,851.88 3.851.88 STRUCTURE NO. 6 25-A7 1 EA REMOVAL OF STRUCTURE, 1 1,871. 1 1 871. 5,28.66 5,28.66 6,624.33 6,624.33 STRUCTURE NO. 7 26-Cl 154 SY REMOVING CONCRETE 2.35 361.9 1.78 274.12 2.4 369.6 PAVEMENT 26-C2 5,331 SY REMOVING ASPHALT 1.31 6,983.61 2.28 12,154.68 1.36 7,25.16 PAVEMENT Page 1 of 16 (For Bidders 1-13) M57OO-222\BIDTAB

McCRORY & WILLIAMS, INC. BID TABULATION: Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea BID OPENING March 25 29 Company, Inc Company Inc. Weaver & Sons, Inc. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSfCTS DOLLARSICTS 26-Di 39 LF REMOVING CURB AND 1.73 674.7 2.5 975. 3.8 1,21.2 GUTTER 26-D2 1,645 LF REMOVING PIPE 2.92 (ALL TYPES & SIZES) 483.4 4.92 8,93.4 4.12 6,777.4 26-El 2 EACH REMOVING JUNCTION BOX 124.2 248.4 122.1 244.2 182.66 365.32 26-E2 5 EACH REMOVING INLET 143.3 716.5 146.52 732.6 182.66 913.3 26-E3 16 EACH REMOVING HEADWALLS 89.56 1,432.96 151.63 2,426.8 91.33 1,461.28 29-A 23 EACH MAILBOX RESET, SINGLE 31.65 727.95 34.88 82.24 113.6 2,6.38 21-A 56,129 CY UNCLASSIFIED EXCAVATION 3.19 179,51.51 2.3 129,96.7 3.43 192,522.47 21-D 7, CY(TBM) BORROW EXCAVATION (A-2-7.3 511,. 4.95 346,5. 6.17 431,9. 4 OR BETTER) 21-E 3,61 CY(TBM) BORROW EXCAVATION 1. (UNDERWATER BACKFILL) 361. 4.95 17,824.95 7.4 26,647.4 214-A 2,77 CY STRUCTURE EXCAVATION 2.53 7,8.1 7.53 2,858.1 8.21 22,741.7 214-B 1. TON FOUNDATION BACKFILL, 35.7 35,7, 33.73 33,73. 32.2 32,2. COMMERCIAL Page 2 of 16 (For Bidders 1-13) M57-222\BIDTAB

13) BID TABULATION: Hillcrest Road Connector - PROJECINO.: M57-222 BIDDER#1 BIDDER#2 BIDDER#3 John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: Maich 25, 29 Company, Inc. Cómpáñy, mo. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 23-A 94 RDBD ROADBED PROCESSING 159.23 14,967.62 176.76 16,615.44 217.4 2,435.6 STA 31-A 45,1 SY CRUSHEDAGGREGATE 5. 225,5. 9.73 438,823. 1.31 464,981. BASE COURSE, TYPE B, PLANT MIXED, 6 COMPACTED THICKNESS 41-A 47,566 SY BITUMINQUSTREATMENTA.1 4,756.6.79 37,577.14.75 35,674.5 45-A 15 GAL TACK COAT 2.63 394.5 6.3 945. 6. 9. 48-A 33 SY PLANNING EXISTING 1.5 3,465. 11.13 3,672.9 1.35 3,415.5 PAVEMENT (APPROX. 1.1 THRU 2. THICK) 429-A 3,924 TON IMPROVED BITUMINOUS 64.5 251,332.2 73.61 $288,845.64 7.9 275,33.16 CONCRETE WEARING SURFACE LAYER, 1/2 MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D (165 LBS/SY) 429-Bi 6, TON IMPROVED BITUMINOUS 56. 336,. 64.5 384,3. 61.1 366,6. CONCRETE UPPER BINDER LAYER 1 MAXIMUM AGGREGATE SIZE MIX, ESAL RANGE D Page 3 of 16 (For Bidders 1 - M57-222\BIDTAB

(For Bidders 1-13) M57OO-2O228IDTA8 Page 4 of 16 532-A 348 LF 18 SLOTTED DRAIN PIPE 158.18 55,46.64 13.89 45,549.72 141.41 49,21.68 53-A2 18 LF 18 ROADWAY PIPE 21.38 3.848,4 17.93 3,227.4 23.53 4,235.4 53-Al 68 LF 15 ROADWAYPIPE 2.68 1,46.24 18.16 1,234.88 27.73 1,885.64 IN PLACE) 524-A 725 CY CULVERT CONCRETE (CAST 252. 182,7. 211.3 153,192.5 27.95 196,438.75 55-E 15 LF PERMANENT STEEL SHEET 251.63 37,744.5 28.19 31,228.5 242.7 36,31.5 PILING AZ-i 8 52-A 143,998 LBS STEEL REINFORCEMENT.64 92,158.72.58 83,518.84.62 89,278.76 (#57 STONE) ESAL RANGE D AGGREGATE SIZE MIX, AGGREGATE SIZE MIX, 43-B 5 TON AGGREGATE SURFACING 38.97 19,485. 28.65 14,325. 29.13 14,565. ESAL RANGE D LAYER, 1 MAXIMUM LEVELING, 1 MAXIMUM CONCRETE LOWER BINDER 429-B3 755 TON IMPROVED BITUMINOUS 73.5 55,492.5 74.8 55,93.4 69.93 52,797.15 CONCRETE BINDER LAYER. 429-82 3 TON IMPROVED BITUMINOUS 58.8 17,64. 81.48 24,444. 77.47 23,241. # OTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSjCTS DOLLARSICTS DOLLARSICTS DOLLARSjCTS John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID TABULATION: Hillcrest Road Connector BID OPENING March 25 29 Company Inc Company Inc

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McCRORY & WILLIAMS, INC. BID TABULATION: Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea BID OPENING March 25 29 Company, Inc Company Inc. Weaver & Sons. Inc. ITEM APPROX UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSJCTS DOLLARSICTS DOI..LARSICTS DOLLARSICTS DOLLARSfCTS DOLLARSICTS 533-B5 12 LF 58 SPAN, 36 RISE STORM 99.48 11,937.6 97.9 11,748. 13.35 SEWER PIPE (CLASS 3 R.C.) 12,42. 535-A 8 LF 18 SIDE DRAIN PIPE 25.75 2,6. 22.79 1,823.2 29.3 2,322.4 6-A 1 LS MOBILIZATION 23,8. 23,8. 14,173.15 14,173.15 11,9. 11,9. 66-A 2,5 LF 6 UNDERDRAIN, 1.37 25,925. 7.13 17,825. 12.5 TYPE 8 61 -A 1,2 SY LOOSE RIPRAP CLASS 2, 62.82 24 THICK 61.38 73,656. 47.95 61-D 1,2 SY FILTER BLANKET, 1.88 2,256. GEOTEXTILE, (NON-WOVEN) 2.5 3,. 1.25 1,5. 614-A 372 CY SLOPE PAVING 218.44 81,259.68 189.13 7,356.36 21.14 75.384 3125. 57,54. 78172.8 618-B1 39 SY CONCRETE DRIVEWAY, 51.53 5 THICK 2,9.67 44.63 1,74.57 49.58 1,933.62 618-B2 477 SY CONCRETE DRIVEWAY APRON 42.32 2,186.64 38.16 18,22.32 4.71 619-Al 2 EACH 15 ROADWAY PIPE END 462. TREATMENT, CLASS 1, 924. 372.24 744.48 444.45 SLOPE 3:1 619-A2 2 EACH 18 ROADWAY PIPE END 514.5 1,29. TREATMENT. CLASS 1, 573.51 1,147.2 494.95 SLOPE 3:1 6 of 16 Page (For Bidders 1-13) 19,418.67 M57-222\BIDTAB 888.9 989.9

BID TABULATION: Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. ITEM APPROX UNIT ITEM UNIT PRICE AMOUNT UNIT PRICE AMOUNT UNIT PRICE AMOUNT # QTY DESCRIPTION DOLLARSICTS DOLLARSDTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 619-A3 2 EACH 3 ROADVVAYPIPE END 78814 1,57628 71.85 1,421.7 758.19 1,516.38 TREATMENT, CLASS 1, SLOPE 3:1 619-A4 7 EACH 15 SIDEDR.AINPIPEEND 4538 3,171.56 4866 2,86.62 435.86 3,51.2 TREATMENT, CLASS 1, SLOPE 4:1 619-A5 5 EACH 18 SIDE DRAIN PIPE END 5987 2,99.35 539.42 2,697.1 575.34 2,876.7 TREATMENT, CLASS 1, SLOPE 4:1 619-A6 1 EACH 18 SIDE DRAIN PIPE END 672. 672. 68.82 68.82 646.46 646.46 TREATMENT, CLASS 1, SLOPE 6:1 619-A7 I EACH 24 SIDEDRAINPIPEEND 639.41 639.41 576.7 576.7 615.11 615.11 TREATMENT, CLASS 1, SLOPE 4:1 619-B1 2 EACH 22 SPAN, 13 RISE 598.18 1,196.36 585.14 1,17.28 575.35 1,15.7 SIDE DRAIN PIPE END TREATMENT, CLASS 1, SLOPE 4:1 619-B2 2 EACH 29 SPAN, 18 RISE 639.41 1,278.82 57.36 1,14.72 615.11 1,23.22 SIDE DRAIN PIPE END TREATMENT, CLASS 1, SLOPE 4:1 Page 7 of 16 (For Bidders 1-13) M57Oc.2O22\8IDTAB

McCRORY & WILUAMS, INC. MC R-24-9 BID TABULATION Hillcrest Road Connector PROJECTNO.: M57-222 BIDDER#1 BIDDER#2 BIDDER#3 JohnG. Walton Construction M. C. WilliamsContracting HoseaO. Weaver & Sons, Inc. BID OPENING: March25, 29 Company, Inc. - Company, Inc. # QTY DESCRIPTION DOLLARS jcts DOLLARSICTS DOLLARSICTS DOLLARSICTS DOL.LARSICTS DOLLARSICTS 619 B3 1 EACH 58 SPAN 36 RISE 6 189 16 6 189 16 4 381 42 4 381 42 5 953 98 5 953 98 SIDE DRAIN PIPE END TREATMENT, CLASS 2, SLOPE 6:1 62-A 11 CY MINOR STRUCTURE 525. 5,775. 397.42 4,371.62 55.5 5,555.55 CONCRETE 621-A 16 EACH JUNCTION BOX, TYPE 1 1,497.3 23,952.48 2,259.97 36,159.52 1,927.62 3,841.92 621-Cl 4 EACH INLETS,TYPEW 2,572.5 1,288.2 2,382.83 9,531.32 2,83.83 8,335.32 621-C2 23 EACH INLETS, TYPE C(MODIFIED) 1,275.12 29,327.76 1,531.23 35,218.29 1,829.48 42,78.4 621-C3 26 EACH INLETS, TYPE S-3 (1 WING) 2,226.24 57,882.24 2,269.46 59,5.96 2,499.5 64,987. 621-C4 5 EACH INLET, TYPE S-3 (2 WING) 2,63.9 13,15.45 2,567.42 12,837.1 3,269.97 16,349.85 621-C5 2 EACH INLET,TYPEX 1,47.45 2,94.9 3,39.73 6,781.46 2,613.79 5,227.58 621-C6 1 EACH INLET. TYPE PD 4,281.66 4,281.66 4,38.14 4,38.14 4,85.92 4,85.92 621-D 7 EACH INLET UNITS, TYPE W 67.79 4,254.53 572.58 4,8.6 483.23 3,382.61 621-E 1 EACH MANHOLE, TYPE L 2,148.24 2,148.24 1,988.73 1,988.73 2,52.27 2,52.27 621-I 1 EACH STILLING BASIN, TYPE 4 9,293.6 9,293.6 8,251.51 8,251.51 8,939.93 8,939.93 Page 8 of 16 (For Bidders 1-13) M57OO-2O22BIDTAB

BID TABULATION: Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25,29 Company, Inc. Company, inc. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 623-A 1,66 LF CONCRETE GUTTER 7.88 8,4.8 7.1 7,568.6 7.58 8,8.28 623-Bi 116 LF CONCRETE CURB, TYPE N 13.97 1,62.52 12.59 1,46.44 13.43 1,557.88 623-B2 36 LF CONCRETE CURB, TYPE N 72.77 2,619.72 65.63 2,362.68 7. 2,52. (SPECIAL) 623-B3 86 LF CONCRETE CURB, TYPE 7.44 639.84 6.72 577.92 7.16 615.76 HEADER 623-Cl 472 LF COMBINATION CURBAND 13.6 6,164.32 11.76 5,55.72 12.57 5,933.4 GUTTER, TYPE C 623-C2 4,8 LF COMBINATIONCURBAND 8.99 43,152. 8.12 38,976. 8.65 41,52. GUTTER, TYPE C (MODIFIED) 634-A 53 LF INDUSTRIAL FENCE,6 FEET 15.23 871.9 14.58 7,727.4 14. 7,42. HIGH 634-D 1 EA GATE, 14 FEET WIDE, 84. 84. 1,562.6 1,562.6 1,5. 1,5. COMPLETE WITH FITTINGS (WITHOUT BARBED WIRE) 637-A 838 LF FENCE RESET 6.3 5,279.4 5.21 4,365.98 5. 4,19. 65-A 2,98 CY TOPSOIL.1 298. 8.88 26,462.4 12.68 37,786.4 (2 COMPACTED THICKNESS) 65-B 2, CY TOPSOIL FROM STOCKPILE 4.3 86. 4.34 8,68. 5.65 11 3. (2 COMPACTED THICKNESS) Page 9 of 16 (For Bidders 1-1 3) M57-222\BIDTAB

BID TABULATION: Hillcrest Road Connector PROJECT NO.: M57-222 BIDDER #1 BIDDER #2 BIDDER #3 John G. Walton Construction M. C. Williams Contracting Hoseà. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSCTS DOLLARSjCTS DOLLARSICTS 652-A 28 ACRE SEEDING 1. 28. 937.56 26251.68 6. 16,8. 652-C 28 ACRE MOWING 18.23 51.44 26.4 729.12 125. 3,5. 654-A 2, SY SOLID SODDING 3,81 7,62. 2.81 5,62. 2.73 5,46. 656-A 28 ACRE MULCHING 1. 2,8. 58.65 16,258.2 6. 16,8. 659-A 1,8 SY EROSION CONTROL 2.18 3,924. 4.74 8,532. 2.25 4,5. NETTING, CLASS A 665-A 28 ACRE TEMPORARYSEEDING 5. 1,4. 52.87 14,584.36 5. 14,. 665-B 28 ACRE TEMPORARYMULCHING 5. 1,4. 52.87 14,584.36 5. 14,. 665-F 8 EACH HAY BALES 8.54 6,832. 6.59 5,272. 6.53 5,224. 665-G 3 EACH SAND BAGS 3.95 1,185. 1.79 537. 2.24 672. 665-I 5 TON TEMPORARY RIPRAP, 59.5 29,525. 52.58 26,29. 3.73 15,365. CLASS 2 665-J 15, LF SILTFENCE,TYPEA 2.66 39,9. 3.13 46,95. 2.15 32,25. 665-K 28 CY DRAINAGE SUMP 8.52 2,385.6 18.95 5,36. 13.48 3,774.4 EXCAVATION 665-Q 4 LF 12 WATTLE 6.66 2,664. 8.66 3,464. 4.2 1 68. Page 1 of 16 (For Bidders 1-13) M57OO-2O2ZBtDTAB

13) BID TABULATiON: Hillcrest Road Connector John G. Walton Construction M. C. Williams ContractirLg Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. # QTY DESCRIPTION DOLLARSjCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSCTS DOLLARSICTS 68-A 1 LS ENGINEERING CONTROLS 19,525. 19,525. 56,774.37 56,774.37 1,. 1,. 71-Al 4 MILE SOLID WHITE, CLASS 2, 2,31. 9,24. 2,291.81 9,167.24 2,2. 8,8. TYPE A TRAFFIC STRIPE (.9 THICK) (6 WIDE) 71-A2 4 MILE BROKEN WHITE, CLASS 2. 1,312.5 5,25. 1,32.17 5,28.68 1,25. 5,. TYPE A TRAFFIC STRIPE (.9 THICK) (6 WIDE) 71-A3 3 MILE BROKEN YELLOW, CLASS 2, 1.3125 3,937.5 1:32.16 3.9648 1,25. 3,75. TYPE A TRAFFIC STRIPE (.9 THICK) (6 WIDE) 71-A4 4 MILE SOLID YELLOW, CLASS 2, 2,31. 9,24. 2,291.81 9,167.24 2,2. 8,8. TYPE A TRAFFIC STRIPE (.9 THICK) (6 WIDE) 71-B 2,51 LF DOTTEDCLASS2,TYPEA 1.58 3,965.8 1.56 3,915.6 1.5 3,765. TRAFFIC STRIPE (.9 THICK) (6 WIDE) 71-Cl 4 MILE BROKENTEMPORARY 861. 3,444. 854.22 3,416.88 82. 3,28. TRAFFIC STRIPE 71-C2 4 MILE SOLID TEMPORARY 924. 3,696. 916.72 3,666.88 88. 3,52. TRAFFIC STRIPE Page 11 ofl6 (For Bidders 1 - M57OQ-2O22\BDTAB

BID TABULATION Hillcrest Road Connector BIDS RECEIVED: MOBILE COUNTYENG. OFC..John G. Walton Construction M. C. Williams Contracting Hosea. Weaver &Sons, Inc. BID OPENING: March 25, 29 Coinpany, Inc. Company, Inc. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSjCTS DOLLARSICTS DOLLARSICTS 73-A 5,253 SQ FT TRAFFIC CONTROL 3.99 2,959.47 3.96 2,81.88 3.8 19,961.4 MARKINGS, CLASS 2, TYPE A 73-B 247 SQ FT TRAFFIC CONTROL 4.2 1,37.4 4.17 1,29.99 4. 988. LEGENDS. CLASS 2, TYPE A 75-Al 15 EACH PAVEMENT MARKERS, 5.78 867. 5.73 859.5 5.5 825. CLASS A-H, TYPE 1-A 75-A2 6 EACH PAVEMENT MARKERS, 5.78 346.8 5.73 343.8 5.5 33. CLASS A-H, TYPE 1-B 75-A3 17 EACH PAVEMENT MARKERS, 5.78 982.6 5.73 974.1 5.5 935. CLASS A-H, TYPE 2-C 75-A4 35 EACH PAVEMENT MARKERS. 5.78 2,23. 5.73 2,5.5 5.5 1,925. CLASS A-H, TYPE 2-D 75-A5 6 EACH PAVEMENT MARKERS, 5.78 346.8 5.73 3438 5.5 33. CLASS A-H, TYPE 2-E 77-B 1 EACH TYPE A HAZARD MARKER 262.5 262.5 26.43 26.43 145.9 145.9 NSTALLATION 74-B 914 SF CONSTRUCTION SIGNS, 4.92 4,496.88 9.5 8,683. 9.69 8,856.66 TYPE IV Page 12 of 16 (For Bidders 1-13) M57-222\BIDTAB

1 BID TABULATION Hillcrest Road Connector BIDS RECEIVED: MOBILE COUNTYENG. OFC. John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING March25, 29 Company, Inc. Company, Inc. # QTY DESCRIPTION DOLLARSJCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS 74-D 223 EACH CHANNELIZING DRUMS, 3.67 818.41 58.34 13,9.82 44.74 9,977.2 TYPE III 74-E 1 EACH CONES(36 HIGH) 2.45 245. 15.63 1,563. 17 1,7. 74-F 22 EACH BARRICADES, TYPE III 55.77 1,226.94 23.14 4,469.8 224.18 4,931.96 74-I 21 EACH WARNING LIGHTS, TYPE B 166.38 3,493.98 26.43 5,469.3 184.57 3,875.97 74-L 82 EACH VERTICAL PANEL, TYPE I 78.75 6,457.5 78.13 6,46.66 42.2 3,445.64 (SINGLE -SIDED) 74-M 1 EACH BALLASTFORCONE 2.45 245. 8.33 833. 7.21 721. - 998-A 1 LS CONSTRUCTION FUEL (MAXIMUM BID LIMITED TO $3,. 1. 1. 2,. 2,. 12-A 917 SY RESIDENTIALASPHALT 1.93 1,22.81 12.5 11,462.5 22.71 2,825.7 DRIVEWAYS, COMPLETE IN PLACE 12-B 254 SY COMMERCIALASPHALT 15.13 3,843.2 15.63 3,97.2 31.68 8,46.72 DRIVEWAYS, COMPLETE IN PLACE Page 13 of 16 (For Bidders 1-3) M7OO-2O22\BIDTAB

BID TABULATION: Hillcrest Road Connector PROJECT NO: M57-222 BIDDER #1 BIDDER #2 BIDDER #3 Bibs RECEIVED: MOBILE COUNTY ENG. OFC. John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING March 25 29 Company Inc Company Inc # QTY DESCRIPTION DOLLARSfCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS DOLLARSICTS TOTAL ROADWAYAMOUNT $3,559,846.7 $3,579,25.37 $ 3,786,18.68 WATERLINE RELOCATION ITEMS 21-A.3 ACRE CLEARINGANDGRUBBING 24,13.27 7,23.98 13,166.67 3,95. 4,5. 1,35. 26-Cl 22 SY REMOVE CONCRETE 7.72 169.84 1.76 38.72 2.4 52.8 DRIVEWAY 26-C2 176 SY REMOVEASPHALT 7.95 1,399.2 2.25 396. 2.4 422.4 DRIVEWAY 21-D 15 CYIP BORROW EXCAVATION 15.75 2,362.5 5.8 762. 6.16 924. SELECT BACKFILL 43-B 15 TON AGGREGATE SURFACING 4.96 614.4 28.29 424.35 29.13 436.95 (#57 STONE) 618-B 22 SY CONCRETE DRIVEWAY 51.53 1,133.66 44.44 977.68 49.58 1,9.76 641-Al 3,28 LF 6 DUCTILE IRON WATER 16.3 52,578.4 22.95 75,276. 15.27 5,85.6 MAIN 641-A2 8 EACH CONNECT DI TOAC(HYMAX 2,933.7 23,469.6 652.14 5,217.12 2,794. 22,352. COUPLINGS) Page 14 of 16 3) (For Bidders I - 1 M57-222\BIDTAB

MC R-24-9 BID TABULATION: Hillcrest Road Connector John G. Walton Construction M. C. Williams Contracting Hosea. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. # QTY DESCRIPTION DOLLARSICTS DOLLARSICTS DOLLARSJCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 641-A3 488 LF 12 STEEL ENCASEMENT 136.5 66,612. 153.19 74,75672 13 63,44. PIPE 641-C 2,335 LBS DUCTILE IRON FITTINGS 5.88 13,729.8 5.87 13,76.45 5.6 13,76. 641-D 3 EACH 6 FIRE HYDRANT 2,964.15 8,892.45 2,584.99 7,754.97 2,823. 8,469. ASSEMBLY 641-J 1 EACH 6 GATEVALVE(WITHVALVE 847.35 847.35 741.35 741.35 87. 87. BOX AND LID) 641-N 7 EACH 6 X6 X6 ANCHOR TEE 392.7 2,748.9 367.89 2,575.23 374. 2,618. 641-P1 7 LF3/4 WATERSERVlCE 5.78 44.6 5.19 363.3 5.5 385. 641-P2 14 EACH 3/4 SERVICE TAP 184.8 2,587.2 28.3 2,912.42 176. 2,464. 641-P3 1,2 LF 1 WATERSERVICE 5.88 7,56. 5.33 6,396. 5.6 6,72. 641-P4 12 EACH 1 SERVICE TAP 241.5 2,898. 259.92 3,119.4 23. 2,76. 641-R 28 EACH WATER METER& BOX 179.55 5,27.4 153.46 4,296.88 171. 4,788. RESET Page 15 of 16 (For Bidders 1-13) M57-222\BIDTAB

BID TABULATION Hitlcrest Road Connector BIDS RECEIVEO: MOBILE COUNTY ENG. OFC John G. Walton Construction M. C.Willlams Contracting Hoseà. Weaver & Sons, Inc. BID OPENING: March 25, 29 Company, Inc. Company, Inc. # QTY DESCRIPTION DOLLARS ICTS DOLLARSjCTS DOLLARSjCTS DOLLARSICTS DOLLARSICTS DOLLARSICTS 652-A 6,8 SY SEEDING 6 48..19 1,292..9 612. 12-A 176 SY COMMERCIAL ASPHALT 16.95 2,983.2 14.81 2,66.56 22.71 3,996.96 DRIVEWAYS, COMPLETE IN PLACE TOTAL WATERLINE RELOCATION AMOUNT $ 23,126.48 $ 27,562.79 $ 186,85.47 TOTAL WATERLINE RELOCATION AMOUNT + TOTAL ROADWAY AMOUNT $ 3,762,972.55 $ 3,786,813.16 $ 3,972,959.15 We hereby certify this to be a true and correct tabulation on the above name project. Page 16 of 16 (For Bidders 1-1 3) M57-222\BIDTAB