ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -1 VENDOR RANKING CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPHS-0002(503) for constructing the Intersection Improvements, Resurfacing, NHF-0002(514) and Traffic Stripe on S.R.#2 (U.S.#72) from MP 21.230 to MP 99-302-171-002-402 26.103 & on S.R.#2 at C.R.#55 (Woodmont Drive) in Tuscumbia. Length - 5.089 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 2,605,521.34 100.0000% 2 18031 ROGERS GROUP, INC. $ 3,207,605.88 123.1080% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -2 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C001 567.000 SQYD| 15.04000 8527.68| 100.00000 56700.00| Removing Concrete Pavement | | | 0020 206C002 391.000 SQYD| 13.45000 5258.95| 14.00000 5474.00| Removing Concrete Slope Paving | | | 0030 206C010 18.000 SQYD| 52.52000 945.36| 85.00000 1530.00| Removing Concrete Driveway | | | 0040 206D003 344.000 LF | 2.34000 804.96| 15.00000 5160.00| Removing Curb And Gutter | | | 0050 209A000 10.000 EACH| 194.32000 1943.20| 100.00000 1000.00| Mailbox Reset, Single | | | 0060 210A000 1257.000 CUYD| 15.50000 19483.50| 20.00000 25140.00| Unclassified Excavation | | | 0070 210D000 1180.000 CUYD| 17.67000 20850.60| 14.00000 16520.00| Borrow Excavation | | | 0080 214A000 71.000 CUYD| 4.10000 291.10| 27.00000 1917.00| Structure Excavation | | | 0090 214B001 43.000 CUYD| 9.96000 428.28| 40.00000 1720.00| Foundation Backfill, Commercial | | | 0100 305B060 3632.000 TON | 12.38000 44964.16| 18.00000 65376.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0110 405A000 14846.000 GAL | 1.05000 15588.30| 1.50000 22269.00| Tack Coat | | | 0120 408A051 4800.000 SQYD| 1.14000 5472.00| 1.25000 6000.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0130 408A052 2704.000 SQYD| 1.99000 5380.96| 1.50000 4056.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0140 408A055 17331.000 SQYD| 1.90000 32928.90| 2.00000 34662.00| Planing Existing Pavement | | | (Approximately 4.10" Thru 5.0" Thick) | | | 0150 424A280 13824.000 TON | 41.46000 573143.04| 50.00000 691200.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0160 424A283 139.000 TON | 46.36000 6444.04| 62.00000 8618.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -3 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0170 424A286 212.000 TON | 41.06000 8704.72| 75.00000 15900.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0180 424A289 958.000 TON | 44.73000 42851.34| 60.00000 57480.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Widening, 1/2" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0190 424A360 398.000 TON | 42.44000 16891.12| 60.00000 23880.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0200 424A363 33.000 TON | 55.16000 1820.28| 85.00000 2805.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0210 424A366 49.000 TON | 46.01000 2254.49| 70.00000 3430.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0220 424B281 3770.000 TON | 39.31000 148198.70| 48.00000 180960.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0230 424B284 1000.000 TON | 58.19000 58190.00| 53.00000 53000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0240 424B288 22701.000 TON | 30.03000 681711.03| 37.00000 839937.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0250 424B592 10249.000 TON | 38.53000 394893.97| 36.00000 368964.00| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening, 1" Maximum | | | Aggregate Size Mix, ESAL E | | | 0260 424B651 652.000 TON | 41.52000 27071.04| 49.00000 31948.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -4 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0270 424C281 2057.000 TON | 37.33000 76787.81| 33.00000 67881.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0280 424C361 293.000 TON | 77.30000 22648.90| 45.00000 13185.00| Superpave Bituminous Concrete Base | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0290 428C000 93778.000 LF | 0.10000 9377.80| 0.07000 6564.46| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0300 530A001 8.000 LF | 109.86000 878.88| 250.00000 2000.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0310 530A102 36.000 LF | 72.40000 2606.40| 100.00000 3600.00| 24" Roadway Pipe (Class 3 R.C.) | | | (Extension) | | | 0320 533A347 148.000 LF | 38.62000 5715.76| 50.00000 7400.00| 15" Storm Sewer Pipe (Class 3 R.C.) | | | (Extension) | | | 0330 600A000 LUMP| 12384.06000 12384.06| 161260.00000 161260.00| Mobilization | | | 0340 614A000 118.000 CUYD| 244.80000 28886.40| 500.00000 59000.00| Slope Paving | | | 0350 619A003 1.000 EACH| 969.00000 969.00| 1500.00000 1500.00| 24" Roadway Pipe End Treatment, Class 1 | | | 0360 620A000 2.000 CUYD| 236.47000 472.94| 450.00000 900.00| Minor Structure Concrete | | | 0370 621A000 1.000 EACH| 1836.00000 1836.00| 5000.00000 5000.00| Junction Boxes, Type 1, 1P Or 5 | | | 0380 621C017 2.000 EACH| 2652.00000 5304.00| 3500.00000 7000.00| Inlets, Type S1 Or S3 (2 Wing) | | | 0390 623A000 20.000 LF | 19.38000 387.60| 25.00000 500.00| Concrete Gutter | | | 0400 623B000 83.000 LF | 19.38000 1608.54| 30.00000 2490.00| Concrete Curb, Type N | | | 0410 623B001 30.000 LF | 33.15000 994.50| 42.00000 1260.00| Concrete Curb, Type N Special | | | 0420 623C000 343.000 LF | 14.79000 5072.97| 25.00000 8575.00| Combination Curb & Gutter, Type C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -5 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0430 650A000 921.000 CUYD| 16.88000 15546.48| 25.00000 23025.00| Topsoil | | | 0440 652A050 1.000 ACRE| 867.00000 867.00| 1500.00000 1500.00| Seeding (Mix 1A) | | | 0450 652A053 1.000 ACRE| 867.00000 867.00| 1500.00000 1500.00| Seeding (Mix 1E) | | | 0460 654A001 589.000 SQYD| 4.59000 2703.51| 7.50000 4417.50| Solid Sodding (Bermuda) | | | 0470 656A000 1.000 ACRE| 765.00000 765.00| 1200.00000 1200.00| Mulching, Class A, Type 1 | | | 0480 656A001 1.000 ACRE| 765.00000 765.00| 1200.00000 1200.00| Mulching, Class A, Type 2 | | | 0490 665J000 330.000 LF | 4.38000 1445.40| 7.50000 2475.00| Silt Fence, Type A | | | 0500 665Q000 240.000 LF | 7.20000 1728.00| 12.50000 3000.00| 12 Inch Wattle | | | 0510 666A001 1.000 ACRE| 0.97000 0.97| 45.00000 45.00| Pest Control Treatment | | | 0520 680A000 LUMP| 8925.65000 8925.65| 30000.00000 30000.00| Engineering Controls | | | 0530 701A028 10.000 MILE| 1621.80000 16218.00| 1590.00000 15900.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0540 701A031 1.000 MILE| 1530.00000 1530.00| 1500.00000 1500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A032 1.000 MILE| 1621.80000 1621.80| 1590.00000 1590.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0560 701A035 1.000 MILE| 1530.00000 1530.00| 1500.00000 1500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0570 701A040 1.000 MILE| 1009.80000 1009.80| 990.00000 990.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0580 701A041 10.000 MILE| 1009.80000 10098.00| 990.00000 9900.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0590 701A048 10.000 MILE| 1825.80000 18258.00| 1790.00000 17900.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -6 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0600 701B005 184.000 LF | 1.02000 187.68| 1.00000 184.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0610 701B009 7268.000 LF | 0.92000 6686.56| 0.90000 6541.20| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0620 701C000 20.000 MILE| 530.40000 10608.00| 520.00000 10400.00| Broken Temporary Traffic Stripe | | | 0630 701C001 39.000 MILE| 601.80000 23470.20| 590.00000 23010.00| Solid Temporary Traffic Stripe | | | 0640 701D007 1.000 MILE| 1785.00000 1785.00| 1750.00000 1750.00| Solid Traffic Stripe Removed (Paint) | | | 0650 701F000 300.000 LF | 0.51000 153.00| 0.50000 150.00| Dotted Temporary Traffic Stripe | | | 0660 701G121 1908.000 LF | 1.53000 2919.24| 1.50000 2862.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0670 701G125 1608.000 LF | 3.85000 6190.80| 3.77000 6062.16| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0680 701G133 1608.000 LF | 3.85000 6190.80| 3.77000 6062.16| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0690 701H002 3216.000 LF | 0.51000 1640.16| 0.50000 1608.00| Solid Traffic Stripe Removed (Tape) | | | 0700 701H007 1608.000 LF | 0.51000 820.08| 0.50000 804.00| Broken Traffic Stripe Removed (Tape) | | | 0710 703A002 7141.000 SQFT| 2.55000 18209.55| 2.50000 17852.50| Traffic Control Markings, Class 2, Type | | | A | | | 0720 703B002 567.000 SQFT| 3.57000 2024.19| 3.50000 1984.50| Traffic Control Legends, Class 2, Type | | | 0730 703D001 2906.000 SQFT| 1.53000 4446.18| 1.50000 4359.00| Temporary Traffic Control Markings | | | 0740 705A020 340.000 EACH| 5.61000 1907.40| 5.50000 1870.00| Pavement Markers, Class B, Type 1-A | | | (Temporary) | | | 0750 705A021 340.000 EACH| 5.61000 1907.40| 5.50000 1870.00| Pavement Markers, Class B, Type 1-B | | | (Temporary) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -7 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0760 705A030 78.000 EACH| 5.61000 437.58| 5.50000 429.00| Pavement Markers, Class A-H, Type 2-C | | | 0770 705A031 626.000 EACH| 5.61000 3511.86| 5.50000 3443.00| Pavement Markers, Class A-H, Type 1-A | | | 0780 705A037 80.000 EACH| 5.61000 448.80| 5.50000 440.00| Pavement Markers, Class A-H, Type 2-D | | | 0790 705A038 4.000 EACH| 5.61000 22.44| 5.50000 22.00| Pavement Markers, Class A-H, Type 2-E | | | 0800 710A115 54.000 SQFT| 14.94000 806.76| 17.00000 918.00| Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0810 710B001 28.000 LF | 8.03000 224.84| 4.75000 133.00| Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0820 730C000 LUMP| 4998.00000 4998.00| 4900.00000 4900.00| Furnishing And Installing Traffic | | | Control Unit (SR 2 @ CR 55) | | | 0830 730E000 4.000 EACH| 1530.00000 6120.00| 1500.00000 6000.00| Metal Traffic Signal Pole Foundation | | | 0840 730G000 4.000 EACH| 4998.00000 19992.00| 4900.00000 19600.00| Traffic Signal Strain Pole | | | 0850 730H001 2272.000 LF | 2.75000 6248.00| 2.70000 6134.40| Loop Wire | | | 0860 730I001 1125.000 LF | 1.84000 2070.00| 1.80000 2025.00| Loop Detector Lead-In-Cable | | | 0870 730J010 8.000 EACH| 204.00000 1632.00| 200.00000 1600.00| Vehicle Loop Detector | | | 0880 730K000 8.000 EACH| 459.00000 3672.00| 450.00000 3600.00| Traffic Signal Junction Box | | | 0890 730L005 925.000 LF | 6.12000 5661.00| 6.00000 5550.00| 2", Non-Metallic, Conduit | | | 0900 730N010 4.000 EACH| 765.00000 3060.00| 750.00000 3000.00| Luminaire Extension Assembly, 12 FEET | | | 0910 730P022 6.000 EACH| 739.50000 4437.00| 725.00000 4350.00| Vehicular Signal Head, 12 Inch, 3 | | | Section, Type LED | | | 0920 730P024 2.000 EACH| 1147.50000 2295.00| 1125.00000 2250.00| Vehicular Signal Head, 12 Inch, 5 | | | Section, Type LED | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 002 -8 TABULATION OF BIDS CALL ORDER : 002 CONTRACT ID : 20040528002 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0930 730R022 1.000 EACH| 7395.00000 7395.00| 7250.00000 7250.00| Controller Assembly, Type III, 8 Phase | | | 0940 730T000 1.000 EACH| 612.00000 612.00| 600.00000 600.00| Wood Pole | | | 0950 740B000 2543.000 SQFT| 7.50000 19072.50| 11.00000 27973.00| Construction Signs | | | 0960 740D000 275.000 EACH| 77.65000 21353.75| 75.00000 20625.00| Channelizing Drums | | | 0970 740E000 200.000 EACH| 12.38000 2476.00| 3.00000 600.00| Cones (36 Inches High) | | | 0980 740F002 2.000 EACH| 203.49000 406.98| 260.00000 520.00| Barricades, Type III | | | 0990 740I005 2.000 EACH| 267.75000 535.50| 235.00000 470.00| Warning Lights, Type B (Detachable Head | | | 1000 740M001 200.000 EACH| 8.37000 1674.00| 2.00000 400.00| Ballast For Cone | | | 1010 741C010 4.000 EACH| 3089.80000 12359.20| 1500.00000 6000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 2,605,521.34| $ 3,207,605.88| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,605,521.34| $ 3,207,605.88| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 004 -1 VENDOR RANKING CALL ORDER : 004 CONTRACT ID : 20040528004 COUNTIES : DALLAS LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : NH-0008(521) for constructing the Planing, Resurfacing and Traffic Stripe NH-0008(522) on S.R.#8 (U.S.#80) from S.R.#41 south of Selma to MP 106.954 in White Hall. Length 19.154 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,457,013.03 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,549,723.36 106.3630% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 004 -2 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040528004 COUNTIES : DALLAS LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0002 206D001 380.000 LF | 4.36000 1656.80| 4.50000 1710.00| Removing Guardrail | | | 0004 206E008 2.000 EACH| 97.00000 194.00| 100.00000 200.00| Removing Guardrail End Anchor (All Type | | | 0006 210D001 60.000 CUYD| 35.00000 2100.00| 50.00000 3000.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0010 212A000 2004.000 STA | 17.00000 34068.00| 22.50000 45090.00| Machine Grading Shoulders | | | 0020 405A000 14870.000 GAL | 0.25000 3717.50| 0.90000 13383.00| Tack Coat | | | 0030 408A052 288110.000 SQYD| 0.58000 167103.80| 0.75000 216082.50| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 424A281 24336.000 TON | 35.95000 874879.20| 37.61000 915276.96| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0050 424A284 50.000 TON | 55.00000 2750.00| 57.30000 2865.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Patching, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0060 424A287 300.000 TON | 25.00000 7500.00| 50.75000 15225.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, Leveling, 3/4" Maximum | | | Aggregate Size Mix, ESAL Range E | | | 0070 424A361 600.000 TON | 25.00000 15000.00| 57.30000 34380.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A370 818.000 TON | 75.00000 61350.00| 57.30000 46871.40| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 64000.00000 64000.00| 20300.00000 20300.00| Mobilization | | | 0091 630A001 380.000 LF | 16.71000 6349.80| 17.25000 6555.00| Steel Beam Guardrail, Class A, Type 2 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 004 -3 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040528004 COUNTIES : DALLAS LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0093 630C003 1.000 EACH| 1065.64000 1065.64| 1100.00000 1100.00| Guardrail End Anchor, Type 13 | | | 0095 630C050 1.000 EACH| 1695.34000 1695.34| 1750.00000 1750.00| Guardrail End Anchor, Type 20 Series | | | 0097 652A056 1.000 ACRE| 387.51000 387.51| 2000.00000 2000.00| Seeding (Mix 2E) | | | 0099 656A000 1.000 ACRE| 339.07000 339.07| 2000.00000 2000.00| Mulching, Class A, Type 1 | | | 0100 665F000 300.000 EACH| 8.23000 2469.00| 8.58000 2574.00| Hay Bales | | | 0110 665J000 3000.000 LF | 2.70000 8100.00| 2.82000 8460.00| Silt Fence, Type A | | | 0120 701A028 2.000 MILE| 1542.04000 3084.08| 1575.00000 3150.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0130 701A032 39.000 MILE| 1542.04000 60139.56| 1575.00000 61425.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 39.000 MILE| 969.28000 37801.92| 990.00000 38610.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701B009 11830.000 LF | 0.88000 10410.40| 0.90000 10647.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0160 701C000 39.000 MILE| 440.58000 17182.62| 450.00000 17550.00| Broken Temporary Traffic Stripe | | | 0170 701C001 41.000 MILE| 538.49000 22078.09| 550.00000 22550.00| Solid Temporary Traffic Stripe | | | 0180 701F000 11830.000 LF | 0.24000 2839.20| 0.25000 2957.50| Dotted Temporary Traffic Stripe | | | 0190 701G121 1000.000 LF | 1.86000 1860.00| 1.90000 1900.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0200 701G133 1000.000 LF | 4.41000 4410.00| 4.50000 4500.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0210 701H001 1000.000 LF | 0.98000 980.00| 1.00000 1000.00| Solid Traffic Stripe Removed (Plastic) | | | 0220 701H006 1000.000 LF | 0.98000 980.00| 1.00000 1000.00| Broken Traffic Stripe Removed (Plastic) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 004 -4 TABULATION OF BIDS CALL ORDER : 004 CONTRACT ID : 20040528004 COUNTIES : DALLAS LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 01087 |( ) |WIREGRASS CONSTRUCTION COMP |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0230 703A002 3235.000 SQFT| 2.45000 7925.75| 2.50000 8087.50| Traffic Control Markings, Class 2, Type | | | A | | | 0240 703B002 335.000 SQFT| 3.43000 1149.05| 3.50000 1172.50| Traffic Control Legends, Class 2, Type | | | 0250 703D001 3235.000 SQFT| 1.47000 4755.45| 1.50000 4852.50| Temporary Traffic Control Markings | | | 0260 703E001 335.000 SQFT| 1.47000 492.45| 1.50000 502.50| Temporary Traffic Control Legends | | | 0270 705A030 470.000 EACH| 4.90000 2303.00| 5.00000 2350.00| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 2062.000 EACH| 4.90000 10103.80| 5.00000 10310.00| Pavement Markers, Class A-H, Type 1-A | | | 0290 705A038 125.000 EACH| 4.90000 612.50| 5.00000 625.00| Pavement Markers, Class A-H, Type 2-E | | | 0300 740B000 742.000 SQFT| 7.25000 5379.50| 8.00000 5936.00| Construction Signs | | | 0310 740D000 150.000 EACH| 28.00000 4200.00| 58.50000 8775.00| Channelizing Drums | | | 0320 741C010 2.000 EACH| 1800.00000 3600.00| 1500.00000 3000.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,457,013.03| $ 1,549,723.36| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,457,013.03| $ 1,549,723.36| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 010 -1 VENDOR RANKING CALL ORDER : 010 CONTRACT ID : 20040528010 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPOA-CN04(214) for constructing the Widening, Resurfacing and Traffic Stripe on C.R.#3 and C.R.#24 from the Clay County line through Abel to the Calhoun County line. Length 6.343 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 724,778.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 767,797.75 105.9355% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 010 -2 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040528010 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 6.000 SQYD| 50.00000 300.00| 78.15000 468.90| Removing Concrete Driveway | | | 0020 206D001 88.000 LF | 1.00000 88.00| 4.73000 416.24| Removing Guardrail | | | 0030 206E008 1.000 EACH| 150.00000 150.00| 157.50000 157.50| Removing Guardrail End Anchor (All Type | | | 0040 209A000 9.000 EACH| 100.00000 900.00| 174.52000 1570.68| Mailbox Reset, Single | | | 0050 401B108 27551.000 SQYD| 0.60000 16530.60| 0.89000 24520.39| Bituminous Treatment G (With Polymer | | | Additive) | | | 0060 405A000 4589.000 GAL | 1.25000 5736.25| 1.28000 5873.92| Tack Coat | | | 0070 424A340 4852.000 TON | 40.00000 194080.00| 41.17000 199756.84| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0080 424A347 200.000 TON | 39.25000 7850.00| 64.70000 12940.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424B635 3868.000 TON | 36.00000 139248.00| 37.15000 143696.20| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0100 424B640 875.000 TON | 65.00000 56875.00| 78.75000 68906.25| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0110 424B644 3788.000 TON | 33.00000 125004.00| 37.15000 140724.20| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0120 424C351 1160.000 TON | 33.00000 38280.00| 38.56000 44729.60| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 010 -3 TABULATION OF BIDS CALL ORDER : 010 CONTRACT ID : 20040528010 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 430B043 2175.000 TON | 14.00000 30450.00| 19.10000 41542.50| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0140 600A000 LUMP| 40000.00000 40000.00| 8542.45000 8542.45| Mobilization | | | 0150 630A001 100.000 LF | 16.50000 1650.00| 22.05000 2205.00| Steel Beam Guardrail, Class A, Type 2 | | | 0160 630C050 2.000 EACH| 1500.00000 3000.00| 1942.50000 3885.00| Guardrail End Anchor, Type 20 Series | | | 0170 701A031 13.000 MILE| 1180.00000 15340.00| 1239.00000 16107.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0180 701A035 12.000 MILE| 1300.00000 15600.00| 1365.00000 16380.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0190 701A045 2.000 MILE| 880.00000 1760.00| 924.00000 1848.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0200 701C000 3.000 MILE| 520.00000 1560.00| 546.00000 1638.00| Broken Temporary Traffic Stripe | | | 0210 701C001 28.000 MILE| 590.00000 16520.00| 619.50000 17346.00| Solid Temporary Traffic Stripe | | | 0220 703A002 72.000 SQFT| 5.00000 360.00| 5.25000 378.00| Traffic Control Markings, Class 2, Type | | | A | | | 0230 705A032 69.000 EACH| 5.50000 379.50| 5.78000 398.82| Pavement Markers, Class A-H, Type 1-B | | | 0240 705A037 770.000 EACH| 5.50000 4235.00| 5.78000 4450.60| Pavement Markers, Class A-H, Type 2-D | | | 0250 740B000 200.000 SQFT| 14.00000 2800.00| 7.88000 1576.00| Construction Signs | | | 0260 740E000 25.000 EACH| 1.00000 25.00| 9.45000 236.25| Cones (36 Inches High) | | | 0270 740M001 25.000 EACH| 1.00000 25.00| 7.35000 183.75| Ballast For Cone | | | 0280 740O000 1.000 EACH| 6032.00000 6032.00| 7319.66000 7319.66| Pilot Car | | | SECTION TOTALS | $ 724,778.35| $ 767,797.75| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 724,778.35| $ 767,797.75| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 013 -1 VENDOR RANKING CALL ORDER : 013 CONTRACT ID : 20040528013 COUNTIES : MORGAN LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0003(513) for constructing the Planing, Resurfacing, Loop Wire and Traffic Stripe on S.R.#3 (U.S.#31) from S.R.#67 to the south end of the Tennessee River bridge in Decatur. Length 3.472 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 19010 SHELBY CONTRACTING CO., INC. $ 1,693,526.35 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,766,361.31 104.3008% 3 02035 BURGREEN CONTRACTING COMPANY, INC. $ 2,796,647.20 165.1375% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 013 -2 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040528013 COUNTIES : MORGAN LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 10499.000 GAL | 1.00000 10499.00| 1.36000 14278.64| 2.00000 20998.00 Tack Coat | | | 0020 408A053 192365.000 SQYD| 0.70000 134655.50| 0.95000 182746.75| 2.40000 461676.00 Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0030 408A054 50.000 SQYD| 1.00000 50.00| 3.95000 197.50| 10.00000 500.00 Planing Existing Pavement | | | (Approximately 3.10" Thru 4.0" Thick) | | | 0040 410H000 1.000 EACH| 28900.00000 28900.00| 71629.41000 71629.41| 66900.00000 66900.00 Material Remixing Device | | | 0050 424A280 10938.000 TON | 43.05000 470880.90| 43.46000 475365.48| 56.75000 620731.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range E | | | 0060 424B281 21874.000 TON | 35.65000 779808.10| 34.71000 759246.54| 49.50000 1082763.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range E | | | 0070 600A000 LUMP| 27000.00000 27000.00| 11772.25000 11772.25| 129900.00000 129900.00 Mobilization | | | 0080 701A028 2.000 MILE| 1600.00000 3200.00| 1632.00000 3264.00| 1700.00000 3400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0090 701A032 7.000 MILE| 1800.00000 12600.00| 1632.00000 11424.00| 1700.00000 11900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A041 7.000 MILE| 950.00000 6650.00| 969.00000 6783.00| 1000.00000 7000.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A046 7.000 MILE| 950.00000 6650.00| 969.00000 6783.00| 1000.00000 7000.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701B009 2899.000 LF | 0.90000 2609.10| 0.92000 2667.08| 1.30000 3768.70 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0130 701C000 28.000 MILE| 650.00000 18200.00| 663.00000 18564.00| 750.00000 21000.00 Broken Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 013 -3 TABULATION OF BIDS CALL ORDER : 013 CONTRACT ID : 20040528013 COUNTIES : MORGAN LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 19010 |( 2 ) 01087 |( 3 ) 02035 |SHELBY CONTRACTING CO., INC |APAC-SOUTHEAST, INC. |BURGREEN CONTRACTING CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C001 16.000 MILE| 690.00000 11040.00| 703.80000 11260.80| 850.00000 13600.00 Solid Temporary Traffic Stripe | | | 0150 703A002 10611.000 SQFT| 3.25000 34485.75| 3.32000 35228.52| 3.75000 39791.25 Traffic Control Markings, Class 2, Type | | | A | | | 0160 703B002 1255.000 SQFT| 3.90000 4894.50| 3.98000 4994.90| 4.25000 5333.75 Traffic Control Legends, Class 2, Type | | | 0170 705A030 672.000 EACH| 6.25000 4200.00| 6.38000 4287.36| 7.00000 4704.00 Pavement Markers, Class A-H, Type 2-C | | | 0180 705A031 458.000 EACH| 6.25000 2862.50| 6.38000 2922.04| 7.00000 3206.00 Pavement Markers, Class A-H, Type 1-A | | | 0185 705A032 200.000 EACH| 6.25000 1250.00| 6.38000 1276.00| 7.00000 1400.00 Pavement Markers, Class A-H, Type 1-B | | | 0190 705A037 280.000 EACH| 6.25000 1750.00| 6.38000 1786.40| 7.00000 1960.00 Pavement Markers, Class A-H, Type 2-D | | | 0195 705A038 400.000 EACH| 6.25000 2500.00| 6.38000 2552.00| 7.00000 2800.00 Pavement Markers, Class A-H, Type 2-E | | | 0200 730H001 38700.000 LF | 2.85000 110295.00| 2.92000 113004.00| 3.25000 125775.00 Loop Wire | | | 0210 730I001 26300.000 LF | 0.50000 13150.00| 0.51000 13413.00| 2.50000 65750.00 Loop Detector Lead-In-Cable | | | 0220 730K000 34.000 EACH| 10.00000 340.00| 10.20000 346.80| 450.00000 15300.00 Traffic Signal Junction Box | | | 0230 740B000 1328.000 SQFT| 2.00000 2656.00| 7.76000 10305.28| 17.50000 23240.00 Construction Signs | | | 0240 740D000 250.000 EACH| 0.00000 0.00| 1.01000 252.50| 125.00000 31250.00 Channelizing Drums | | | 0250 741C010 2.000 EACH| 1200.00000 2400.00| 5.03000 10.06| 12500.00000 25000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,693,526.35| $ 1,766,361.31| $ 2,796,647.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,693,526.35| $ 1,766,361.31| $ 2,796,647.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 015 -1 VENDOR RANKING CALL ORDER : 015 CONTRACT ID : 20040528015 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 50 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPAA-0004(504) for constructing the Resurfacing and Traffic Stripe on S.R.#4 (U.S.#78) from the Talladega county line to Tanglewood Drive west of Oxford. Length - 9.318 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13022 MCCARTNEY CONSTRUCTION CO., INC. $ 1,198,157.30 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,368,795.44 114.2417% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 015 -2 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040528015 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 11.000 EACH| 94.00000 1034.00| 152.14000 1673.54| Mailbox Reset, Single | | | 0020 401B107 62938.000 SQYD| 1.35000 84966.30| 1.55000 97553.90| Bituminous Treatment KG (With Polymer | | | Additive) | | | 0030 405A000 8000.000 GAL | 1.00000 8000.00| 1.28000 10240.00| Tack Coat | | | 0040 408A051 3200.000 SQYD| 4.50000 14400.00| 4.90000 15680.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 408A052 113.000 SQYD| 9.00000 1017.00| 32.23000 3641.99| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 424A360 17200.000 TON | 35.00000 602000.00| 40.62000 698664.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A366 100.000 TON | 45.00000 4500.00| 83.09000 8309.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A369 250.000 TON | 45.00000 11250.00| 66.17000 16542.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B654 300.000 TON | 65.00000 19500.00| 81.02000 24306.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B658 7552.000 TON | 35.00000 264320.00| 44.69000 337498.88| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 1621.000 TON | 15.00000 24315.00| 16.49000 26730.29| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0120 600A000 LUMP| 46000.00000 46000.00| 6615.00000 6615.00| Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 015 -3 TABULATION OF BIDS CALL ORDER : 015 CONTRACT ID : 20040528015 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13022 |( 2 ) 01087 |( ) |MCCARTNEY CONSTRUCTION CO., |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 701A028 19.000 MILE| 1575.00000 29925.00| 1653.75000 31421.25| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A032 1.000 MILE| 2000.00000 2000.00| 2100.00000 2100.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0150 701A041 2.000 MILE| 980.00000 1960.00| 1029.00000 2058.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A046 8.000 MILE| 980.00000 7840.00| 1029.00000 8232.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 10.000 MILE| 1775.00000 17750.00| 1863.75000 18637.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 1700.000 LF | 0.90000 1530.00| 0.95000 1615.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 20.000 MILE| 480.00000 9600.00| 504.00000 10080.00| Broken Temporary Traffic Stripe | | | 0200 701C001 20.000 MILE| 550.00000 11000.00| 577.50000 11550.00| Solid Temporary Traffic Stripe | | | 0210 703A002 4600.000 SQFT| 2.50000 11500.00| 2.63000 12098.00| Traffic Control Markings, Class 2, Type | | | A | | | 0220 703B002 180.000 SQFT| 3.50000 630.00| 3.68000 662.40| Traffic Control Legends, Class 2, Type | | | 0230 703D001 1200.000 SQFT| 1.50000 1800.00| 1.58000 1896.00| Temporary Traffic Control Markings | | | 0240 740B000 1125.000 SQFT| 12.00000 13500.00| 7.88000 8865.00| Construction Signs | | | 0250 740O000 1.000 EACH| 7820.00000 7820.00| 12125.19000 12125.19| Pilot Car | | | SECTION TOTALS | $ 1,198,157.30| $ 1,368,795.44| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,198,157.30| $ 1,368,795.44| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -1 VENDOR RANKING CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : STPHS-0021(508) for constructing the Planing, Resurfacing, and Traffic ST-050-021-001 Stripe at various locations on S.R.#21 and S.R.#41 in ST-050-041-001 Monroeville as indicated on the plans. Length - 2.514 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23011 HOSEA O. WEAVER & SONS, INC. $ 520,120.12 100.0000% 2 07050 GULF EQUIPMENT CORPORATION $ 545,832.58 104.9436% 3 13008 MOBILE ASPHALT COMPANY, LLC $ 581,398.25 111.7815% 4 01087 APAC-SOUTHEAST, INC. $ 638,523.27 122.7646% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -2 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 07050 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3108.000 GAL | 1.27000 3947.16| 1.43000 4444.44| 1.00000 3108.00 Tack Coat | | | 0020 408A052 62110.000 SQYD| 0.94000 58383.40| 0.38000 23601.80| 0.75000 46582.50 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 5126.000 TON | 44.42000 227696.92| 42.00000 215292.00| 45.00000 230670.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A364 1025.000 TON | 30.00000 30750.00| 43.00000 44075.00| 65.00000 66625.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A367 500.000 TON | 55.01000 27505.00| 44.00000 22000.00| 45.00000 22500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 430B000 50.000 TON | 37.51000 1875.50| 58.00000 2900.00| 25.00000 1250.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0070 600A000 LUMP| 28733.08000 28733.08| 64000.00000 64000.00| 65000.00000 65000.00 Mobilization | | | 0080 665G000 300.000 EACH| 8.38000 2514.00| 2.50000 750.00| 6.50000 1950.00 Sand Bags | | | 0090 701A028 3.000 MILE| 1525.00000 4575.00| 1694.44000 5083.32| 1535.00000 4605.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A041 6.000 MILE| 980.00000 5880.00| 1088.88000 6533.28| 985.00000 5910.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A046 6.000 MILE| 980.00000 5880.00| 1088.88000 6533.28| 985.00000 5910.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 7.000 MILE| 1690.00000 11830.00| 1877.77000 13144.39| 1700.00000 11900.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 1125.000 LF | 0.80000 900.00| 0.88000 990.00| 0.80000 900.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -3 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 07050 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C002 8.000 MILE| 380.00000 3040.00| 422.00000 3376.00| 382.00000 3056.00 Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 8.000 MILE| 420.00000 3360.00| 466.60000 3732.80| 422.00000 3376.00 Solid Temporary Traffic Stripe (Paint) | | | 0160 701D008 1.000 MILE| 1550.00000 1550.00| 1722.00000 1722.00| 1560.00000 1560.00 Solid Traffic Stripe Removed (Plastic) | | | 0170 701D015 1.000 MILE| 1300.00000 1300.00| 1444.44000 1444.44| 1308.00000 1308.00 Broken Traffic Stripe Removed (Plastic) | | | 0180 701H011 100.000 LF | 1.00000 100.00| 1.11000 111.00| 1.00000 100.00 Dotted Traffic Stripe Removed (Plastic) | | | 0190 703A002 7051.000 SQFT| 2.25000 15864.75| 2.50000 17627.50| 2.25000 15864.75 Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 250.000 SQFT| 2.90000 725.00| 3.22000 805.00| 2.90000 725.00 Traffic Control Legends, Class 2, Type | | | 0210 703C001 430.000 SQFT| 3.00000 1290.00| 3.32000 1427.60| 3.00000 1290.00 Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0220 703D002 6433.000 SQFT| 1.00000 6433.00| 1.11000 7140.63| 1.00000 6433.00 Temporary Traffic Control Markings | | | (Paint) | | | 0230 703E002 24.000 SQFT| 1.00000 24.00| 1.11000 26.64| 1.00000 24.00 Temporary Traffic Control Legends | | | (Paint) | | | 0240 705A030 325.000 EACH| 5.00000 1625.00| 5.55000 1803.75| 5.00000 1625.00 Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 118.000 EACH| 5.00000 590.00| 5.55000 654.90| 5.00000 590.00 Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 286.000 EACH| 5.00000 1430.00| 5.55000 1587.30| 5.00000 1430.00 Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 444.000 EACH| 5.00000 2220.00| 5.55000 2464.20| 5.00000 2220.00 Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 163.000 EACH| 5.00000 815.00| 5.55000 904.65| 5.00000 815.00 Pavement Markers, Class A-H, Type 2-E | | | 0290 730H001 17994.000 LF | 3.00000 53982.00| 3.89000 69996.66| 3.00000 53982.00 Loop Wire | | | 0300 740B000 686.000 SQFT| 6.50000 4459.00| 10.00000 6860.00| 11.50000 7889.00 Construction Signs | | | 0310 740D000 60.000 EACH| 58.50000 3510.00| 55.00000 3300.00| 30.00000 1800.00 Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -4 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 23011 |( 2 ) 07050 |( 3 ) 13008 |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 200.000 EACH| 5.85000 1170.00| 8.00000 1600.00| 12.00000 2400.00 Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 3.25000 650.00| 2.00000 400.00| 10.00000 2000.00 Ballast For Cone | | | 0340 740O000 1.000 EACH| 2912.53000 2912.53| 2500.00000 2500.00| 3000.00000 3000.00 Pilot Car | | | 0350 741C010 2.000 EACH| 1299.89000 2599.78| 3500.00000 7000.00| 1500.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 520,120.12| $ 545,832.58| $ 581,398.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 520,120.12| $ 545,832.58| $ 581,398.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -5 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 405A000 3108.000 GAL | 2.75000 8547.00| | Tack Coat | | | 0020 408A052 62110.000 SQYD| 1.40000 86954.00| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0030 424A361 5126.000 TON | 55.00000 281930.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0040 424A364 1025.000 TON | 66.00000 67650.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0050 424A367 500.000 TON | 68.84000 34420.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0060 430B000 50.000 TON | 47.43000 2371.50| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0070 600A000 LUMP| 12353.00000 12353.00| | Mobilization | | | 0080 665G000 300.000 EACH| 12.60000 3780.00| | Sand Bags | | | 0090 701A028 3.000 MILE| 1525.00000 4575.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0100 701A041 6.000 MILE| 980.00000 5880.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0110 701A046 6.000 MILE| 980.00000 5880.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0120 701A048 7.000 MILE| 1690.00000 11830.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701B009 1125.000 LF | 0.80000 900.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -6 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701C002 8.000 MILE| 380.00000 3040.00| | Broken Temporary Traffic Stripe (Paint) | | | 0150 701C003 8.000 MILE| 420.00000 3360.00| | Solid Temporary Traffic Stripe (Paint) | | | 0160 701D008 1.000 MILE| 1550.00000 1550.00| | Solid Traffic Stripe Removed (Plastic) | | | 0170 701D015 1.000 MILE| 1300.00000 1300.00| | Broken Traffic Stripe Removed (Plastic) | | | 0180 701H011 100.000 LF | 1.00000 100.00| | Dotted Traffic Stripe Removed (Plastic) | | | 0190 703A002 7051.000 SQFT| 2.25000 15864.75| | Traffic Control Markings, Class 2, Type | | | A | | | 0200 703B002 250.000 SQFT| 2.90000 725.00| | Traffic Control Legends, Class 2, Type | | | 0210 703C001 430.000 SQFT| 3.00000 1290.00| | Removal Of Existing Traffic Control | | | Markings Or Legends (Plastic) | | | 0220 703D002 6433.000 SQFT| 1.00000 6433.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0230 703E002 24.000 SQFT| 1.00000 24.00| | Temporary Traffic Control Legends | | | (Paint) | | | 0240 705A030 325.000 EACH| 5.00000 1625.00| | Pavement Markers, Class A-H, Type 2-C | | | 0250 705A031 118.000 EACH| 5.00000 590.00| | Pavement Markers, Class A-H, Type 1-A | | | 0260 705A032 286.000 EACH| 5.00000 1430.00| | Pavement Markers, Class A-H, Type 1-B | | | 0270 705A037 444.000 EACH| 5.00000 2220.00| | Pavement Markers, Class A-H, Type 2-D | | | 0280 705A038 163.000 EACH| 5.00000 815.00| | Pavement Markers, Class A-H, Type 2-E | | | 0290 730H001 17994.000 LF | 3.25000 58480.50| | Loop Wire | | | 0300 740B000 686.000 SQFT| 7.62000 5227.32| | Construction Signs | | | 0310 740D000 60.000 EACH| 44.27000 2656.20| | Channelizing Drums | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 016 -7 TABULATION OF BIDS CALL ORDER : 016 CONTRACT ID : 20040528016 COUNTIES : MONROE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 4 ) 01087 |( ) |( ) |APAC-SOUTHEAST, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 740E000 200.000 EACH| 6.32000 1264.00| | Cones (36 Inches High) | | | 0330 740M001 200.000 EACH| 3.79000 758.00| | Ballast For Cone | | | 0340 740O000 1.000 EACH| 1500.00000 1500.00| | Pilot Car | | | 0350 741C010 2.000 EACH| 600.00000 1200.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 638,523.27| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 638,523.27| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 017 -1 VENDOR RANKING CALL ORDER : 017 CONTRACT ID : 20040528017 COUNTIES : GENEVA LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 CONTRACT TIME : 55 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPAA-0052(505) for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#52 from the Coffee County line to the Pea River bridge west of Samson. Length 7.073 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02032 BULLARD EXCAVATING, INC. $ 1,099,672.76 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,208,220.66 109.8709% 3 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 1,492,240.95 135.6986% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 017 -2 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040528017 COUNTIES : GENEVA LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 3.000 EACH| 50.00000 150.00| 82.78000 248.34| 95.00000 285.00 Mailbox Reset, Single | | | 0020 210D011 5504.000 CUYD| 4.00000 22016.00| 4.50000 24768.00| 7.50000 41280.00 Borrow Excavation (A-4 or Better) | | | 0030 212A000 743.000 STA | 12.00000 8916.00| 23.56000 17505.08| 30.00000 22290.00 Machine Grading Shoulders | | | 0040 405A000 5944.000 GAL | 1.50000 8916.00| 2.28000 13552.32| 2.00000 11888.00 Tack Coat | | | 0050 408A052 99100.000 SQYD| 0.42000 41622.00| 0.59000 58469.00| 0.80000 79280.00 Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0060 410C000 1.000 EACH| 5000.00000 5000.00| 581.10000 581.10| 2500.00000 2500.00 Contractor Retained Profilograph | | | 0070 424A361 8719.000 TON | 31.09000 271073.71| 39.11000 341000.09| 46.85000 408485.15 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0080 424A366 3000.000 TON | 29.87000 89610.00| 38.09000 114270.00| 38.50000 115500.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B651 13549.000 TON | 37.60000 509442.40| 37.09000 502532.41| 45.75000 619866.75 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 600A000 LUMP| 25000.00000 25000.00| 16794.00000 16794.00| 65000.00000 65000.00 Mobilization | | | 0110 651B000 36.000 TON | 30.00000 1080.00| 5.00000 180.00| 20.00000 720.00 Agricultural Limestone | | | 0120 652A061 18.000 ACRE| 385.00000 6930.00| 345.00000 6210.00| 400.00000 7200.00 Seeding (Mix 3E) | | | 0130 656A000 18.000 ACRE| 340.00000 6120.00| 325.00000 5850.00| 400.00000 7200.00 Mulching, Class A, Type 1 | | | 0140 665F000 100.000 EACH| 7.50000 750.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | 0150 665J000 1500.000 LF | 2.70000 4050.00| 3.18000 4770.00| 3.75000 5625.00 Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 017 -3 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040528017 COUNTIES : GENEVA LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 680A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2500.00000 2500.00 Engineering Controls | | | 0170 701A028 15.000 MILE| 1490.00000 22350.00| 1490.00000 22350.00| 1490.00000 22350.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0180 701A046 5.000 MILE| 980.00000 4900.00| 980.00000 4900.00| 980.00000 4900.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0190 701A048 6.000 MILE| 1690.00000 10140.00| 1690.00000 10140.00| 1690.00000 10140.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701C000 14.000 MILE| 390.00000 5460.00| 390.00000 5460.00| 390.00000 5460.00 Broken Temporary Traffic Stripe | | | 0210 701C001 66.000 MILE| 450.00000 29700.00| 450.00000 29700.00| 450.00000 29700.00 Solid Temporary Traffic Stripe | | | 0220 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Paint) | | | 0230 701D008 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| 1500.00000 1500.00 Solid Traffic Stripe Removed (Plastic) | | | 0240 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 Broken Traffic Stripe Removed (Paint) | | | 0250 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| 1300.00000 1300.00 Broken Traffic Stripe Removed (Plastic) | | | 0260 701G125 408.000 LF | 5.00000 2040.00| 5.00000 2040.00| 5.00000 2040.00 Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0270 701G129 408.000 LF | 2.25000 918.00| 2.25000 918.00| 2.25000 918.00 Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0280 703A002 870.000 SQFT| 2.50000 2175.00| 2.50000 2175.00| 2.50000 2175.00 Traffic Control Markings, Class 2, Type | | | A | | | 0290 703D001 828.000 SQFT| 1.30000 1076.40| 1.30000 1076.40| 1.30000 1076.40 Temporary Traffic Control Markings | | | 0300 705A030 9.000 EACH| 5.00000 45.00| 5.00000 45.00| 5.00000 45.00 Pavement Markers, Class A-H, Type 2-C | | | 0310 705A032 190.000 EACH| 5.00000 950.00| 5.00000 950.00| 5.00000 950.00 Pavement Markers, Class A-H, Type 1-B | | | 0320 705A037 630.000 EACH| 5.00000 3150.00| 5.00000 3150.00| 5.00000 3150.00 Pavement Markers, Class A-H, Type 2-D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 017 -4 TABULATION OF BIDS CALL ORDER : 017 CONTRACT ID : 20040528017 COUNTIES : GENEVA LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 02032 |( 2 ) 01087 |( 3 ) 23024 |BULLARD EXCAVATING, INC. |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMPANY, LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 740B000 1061.000 SQFT| 7.25000 7692.25| 7.72000 8190.92| 7.65000 8116.65 Construction Signs | | | 0340 740E000 150.000 EACH| 1.00000 150.00| 5.81000 871.50| 12.50000 1875.00 Cones (36 Inches High) | | | 0350 740M001 150.000 EACH| 1.00000 150.00| 3.49000 523.50| 7.50000 1125.00 Ballast For Cone | | | 0360 740O000 1.000 EACH| 1500.00000 1500.00| 1500.00000 1500.00| 2500.00000 2500.00 Pilot Car | | | SECTION TOTALS | $ 1,099,672.76| $ 1,208,220.66| $ 1,492,240.95 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,099,672.76| $ 1,208,220.66| $ 1,492,240.95 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 018 -1 VENDOR RANKING CALL ORDER : 018 CONTRACT ID : 20040528018 COUNTIES : BIBB LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-0400(203) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Mitchell Road (C.R.#311) at Cox Creek southeast of Randolph. Length - 0.079 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 183,460.60 100.0000% 2 08017 H & L CONSTRUCTION, INC. $ 261,528.25 142.5528% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 018 -2 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040528018 COUNTIES : BIBB LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 08017 |( ) |TRI-COUNTY CONCRETE CONSTRU |H & L CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 2790.00000 2790.00| 2790.00000 2790.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 0.93 Acre) | | | 0020 206A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| Removal Of Old Bridge, Station 2+94.72 | | | 0030 210A000 189.000 CUYD| 12.00000 2268.00| 12.00000 2268.00| Unclassified Excavation | | | 0040 210D000 1973.000 CUYD| 8.50000 16770.50| 15.00000 29595.00| Borrow Excavation | | | 0050 214A000 262.000 CUYD| 12.50000 3275.00| 10.00000 2620.00| Structure Excavation | | | 0060 214B000 133.000 CUYD| 20.00000 2660.00| 30.00000 3990.00| Foundation Backfill, Local | | | 0070 230A000 5.000 RBST| 450.00000 2250.00| 650.00000 3250.00| Roadbed Processing | | | 0080 301A012 840.000 SQYD| 7.50000 6300.00| 12.50000 10500.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A011 840.000 SQYD| 13.09000 10995.60| 14.00000 11760.00| Bituminous Treatment AKG | | | 0100 502A000 26900.000 LB | 0.62000 16678.00| 0.85000 22865.00| Steel Reinforcement | | | 0110 524A010 155.000 CUYD| 300.00000 46500.00| 625.00000 96875.00| Culvert Concrete | | | 0120 600A000 LUMP| 15000.00000 15000.00| 7500.00000 7500.00| Mobilization | | | 0130 610C001 194.000 TON | 17.50000 3395.00| 32.50000 6305.00| Loose Riprap, Class 2 | | | 0140 610D000 153.000 SQYD| 4.50000 688.50| 4.25000 650.25| Filter Blanket | | | 0150 650B000 102.000 CUYD| 10.00000 1020.00| 20.00000 2040.00| Topsoil From Stockpiles | | | 0160 652A054 1.000 ACRE| 750.00000 750.00| 800.00000 800.00| Seeding (Mix 2A) | | | 0170 652B053 1.000 ACRE| 750.00000 750.00| 800.00000 800.00| Temporary Seeding (Mix 2AT) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 018 -3 TABULATION OF BIDS CALL ORDER : 018 CONTRACT ID : 20040528018 COUNTIES : BIBB LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 08017 |( ) |TRI-COUNTY CONCRETE CONSTRU |H & L CONSTRUCTION, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0180 652D054 1.000 ACRE| 550.00000 550.00| 600.00000 600.00| Seeding In Stubble (Mix 2A) | | | 0190 656A001 2.000 ACRE| 750.00000 1500.00| 800.00000 1600.00| Mulching, Class A, Type 2 | | | 0200 665F000 18.000 EACH| 10.00000 180.00| 9.00000 162.00| Hay Bales | | | 0210 665I000 80.000 TON | 20.00000 1600.00| 40.00000 3200.00| Temporary Riprap, Class 2 | | | 0220 665J000 280.000 LF | 10.00000 2800.00| 8.00000 2240.00| Silt Fence, Type A | | | 0230 680A000 LUMP| 7500.00000 7500.00| 2500.00000 2500.00| Engineering Controls | | | 0240 701E001 1680.000 LF | 0.50000 840.00| 0.60000 1008.00| Solid Temporary Traffic Stripe (Paint) | | | 0250 701G049 840.000 LF | 1.00000 840.00| 1.10000 924.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0260 701G072 840.000 LF | 1.00000 840.00| 1.10000 924.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0270 726F000 300.000 LF | 100.00000 30000.00| 115.00000 34500.00| Portable Safety Barriers (Triton | | | Barrier) | | | 0280 740B000 81.000 SQFT| 10.00000 810.00| 12.00000 972.00| Construction Signs | | | 0290 740D000 14.000 EACH| 75.00000 1050.00| 85.00000 1190.00| Channelizing Drums | | | 0300 740F002 4.000 EACH| 290.00000 1160.00| 350.00000 1400.00| Barricades, Type III | | | 0310 740I005 2.000 EACH| 350.00000 700.00| 350.00000 700.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 183,460.60| $ 261,528.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 183,460.60| $ 261,528.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 019 -1 VENDOR RANKING CALL ORDER : 019 CONTRACT ID : 20040528019 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : STPOA-0819(201) for constructing the Bridge Replacement (Bridge Culvert) and Approaches on Roy Webb Road at Flat Tire Creek north of Jacksonville. Length - 0.037 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23044 WARE CONSTRUCTION CO., INC. $ 229,281.83 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 331,790.20 144.7085% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 019 -2 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040528019 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 16032 |( ) |WARE CONSTRUCTION CO., INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 12000.00000 12000.00| 30000.00000 30000.00| Removal Of Old Bridge, Station 12+83 | | | 0020 206D001 75.000 LF | 20.00000 1500.00| 10.00000 750.00| Removing Guardrail | | | 0030 206E008 4.000 EACH| 250.00000 1000.00| 25.00000 100.00| Removing Guardrail End Anchor (All Type | | | 0040 210A000 73.000 CUYD| 13.70000 1000.10| 12.00000 876.00| Unclassified Excavation | | | 0050 210D001 516.000 CUYD| 16.45000 8488.20| 20.00000 10320.00| Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0060 214A000 570.000 CUYD| 12.00000 6840.00| 16.00000 9120.00| Structure Excavation | | | 0070 214B001 194.000 CUYD| 24.00000 4656.00| 32.00000 6208.00| Foundation Backfill, Commercial | | | 0080 230A000 2.000 RBST| 1930.00000 3860.00| 3500.00000 7000.00| Roadbed Processing | | | 0090 301A012 417.000 SQYD| 14.00000 5838.00| 20.50000 8548.50| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0100 401A000 417.000 SQYD| 2.50000 1042.50| 2.50000 1042.50| Bituminous Treatment A | | | 0110 405A000 30.000 GAL | 5.00000 150.00| 2.50000 75.00| Tack Coat | | | 0120 424A340 34.000 TON | 125.00000 4250.00| 280.00000 9520.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0130 424A346 25.000 TON | 90.00000 2250.00| 280.00000 7000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0140 424B635 44.000 TON | 85.00000 3740.00| 210.00000 9240.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 3/4" Maximum Aggregate | | | Size MIx, ESAL Range A/B | | | 0150 424B666 41.000 TON | 85.00000 3485.00| 210.00000 8610.00| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range A/B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 019 -3 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040528019 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 16032 |( ) |WARE CONSTRUCTION CO., INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 430B043 25.000 TON | 75.00000 1875.00| 55.00000 1375.00| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | 0170 502A000 52162.000 LB | 0.54000 28167.48| 0.85000 44337.70| Steel Reinforcement | | | 0180 524A010 228.000 CUYD| 365.00000 83220.00| 450.00000 102600.00| Culvert Concrete | | | 0190 600A000 LUMP| 27250.00000 27250.00| 25000.00000 25000.00| Mobilization | | | 0200 610C001 314.000 TON | 25.00000 7850.00| 35.00000 10990.00| Loose Riprap, Class 2 | | | 0210 610D000 247.000 SQYD| 1.65000 407.55| 7.50000 1852.50| Filter Blanket | | | 0220 650A000 93.000 CUYD| 15.00000 1395.00| 20.00000 1860.00| Topsoil | | | 0230 652A053 1.000 ACRE| 2000.00000 2000.00| 1500.00000 1500.00| Seeding (Mix 1E) | | | 0240 656A000 1.000 ACRE| 2000.00000 2000.00| 1500.00000 1500.00| Mulching, Class A, Type 1 | | | 0250 665F000 50.000 EACH| 6.00000 300.00| 10.00000 500.00| Hay Bales | | | 0260 665J000 300.000 LF | 6.00000 1800.00| 20.00000 6000.00| Silt Fence, Type A | | | 0270 680A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| Engineering Controls | | | 0280 701A031 1.000 MILE| 900.00000 900.00| 2500.00000 2500.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0290 701A035 1.000 MILE| 900.00000 900.00| 2500.00000 2500.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0300 701C001 1.000 MILE| 300.00000 300.00| 2500.00000 2500.00| Solid Temporary Traffic Stripe | | | 0310 705A037 5.000 EACH| 5.00000 25.00| 15.00000 75.00| Pavement Markers, Class A-H, Type 2-D | | | 0320 740B000 228.000 SQFT| 12.00000 2736.00| 15.00000 3420.00| Construction Signs | | | 0330 740C000 18.000 SQFT| 12.00000 216.00| 15.00000 270.00| Special Construction Signs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 019 -4 TABULATION OF BIDS CALL ORDER : 019 CONTRACT ID : 20040528019 COUNTIES : CALHOUN LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 23044 |( 2 ) 16032 |( ) |WARE CONSTRUCTION CO., INC. |PRICHARD CONSTRUCTION COMPA | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 740F002 8.000 EACH| 255.00000 2040.00| 350.00000 2800.00| Barricades, Type III | | | 0350 740I005 4.000 EACH| 200.00000 800.00| 450.00000 1800.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 229,281.83| $ 331,790.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 229,281.83| $ 331,790.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 020 -1 VENDOR RANKING CALL ORDER : 020 CONTRACT ID : 20040528020 COUNTIES : CHOCTAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-1207(200) for constructing the Resurfacing and Traffic Stripe on C.R.#9 from C.R.#32 in Mollie to the Sumter County line. Length 4.429 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 629,971.51 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 786,381.00 124.8280% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 020 -2 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040528020 COUNTIES : CHOCTAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( ) |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 156.000 LF | 9.00000 1404.00| 3.00000 468.00| Removing Guardrail | | | 0020 305A000 2600.000 CUYD| 8.55000 22230.00| 10.00000 26000.00| Borrow, Section 210, Type A-4 Or Better | | | For Miscellaneous | | | 0030 405A000 4368.000 GAL | 1.86000 8124.48| 1.00000 4368.00| Tack Coat | | | 0040 424A341 5100.000 TON | 39.63000 202113.00| 45.00000 229500.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B641 500.000 TON | 38.63000 19315.00| 65.00000 32500.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0060 424B643 5718.000 TON | 38.63000 220886.34| 44.50000 254451.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0070 424C351 1820.000 TON | 38.63000 70306.60| 45.00000 81900.00| Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0080 600A000 LUMP| 22000.00000 22000.00| 94000.00000 94000.00| Mobilization | | | 0090 630A001 225.000 LF | 15.00000 3375.00| 19.00000 4275.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630A004 124.000 LF | 16.00000 1984.00| 27.00000 3348.00| Steel Beam Guardrail, Class B, Type 2 | | | 0110 630C022 4.000 EACH| 1750.00000 7000.00| 1200.00000 4800.00| Guardrail End Anchor, Type Special | | | 0120 630C070 4.000 EACH| 1550.00000 6200.00| 1750.00000 7000.00| Guardrail End Anchor, Type 10 Series | | | 0130 665F000 800.000 EACH| 8.50000 6800.00| 7.00000 5600.00| Hay Bales | | | 0140 665J001 200.000 LF | 1.42000 284.00| 7.00000 1400.00| Silt Fence, Type B | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 020 -3 TABULATION OF BIDS CALL ORDER : 020 CONTRACT ID : 20040528020 COUNTIES : CHOCTAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( ) |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A031 9.000 MILE| 1277.78000 11500.02| 1155.00000 10395.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0160 701A035 6.000 MILE| 1433.33000 8599.98| 1295.00000 7770.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0170 701A045 3.000 MILE| 944.44000 2833.32| 855.00000 2565.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0180 701C002 3.000 MILE| 533.33000 1599.99| 482.00000 1446.00| Broken Temporary Traffic Stripe (Paint) | | | 0190 701C003 15.000 MILE| 622.22000 9333.30| 563.00000 8445.00| Solid Temporary Traffic Stripe (Paint) | | | 0200 703A002 58.000 SQFT| 5.56000 322.48| 5.00000 290.00| Traffic Control Markings, Class 2, Type | | | A | | | 0210 740B000 186.000 SQFT| 10.00000 1860.00| 10.00000 1860.00| Construction Signs | | | 0220 740E000 50.000 EACH| 8.00000 400.00| 10.00000 500.00| Cones (36 Inches High) | | | 0230 740O000 1.000 EACH| 1500.00000 1500.00| 3500.00000 3500.00| Pilot Car | | | SECTION TOTALS | $ 629,971.51| $ 786,381.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 629,971.51| $ 786,381.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -1 VENDOR RANKING CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 140 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-1500(209) for constructing the Bridge Replacement and Approaches on C.R.#36 at Dynne Creek northeast of Hollis Crossroads. Length 0.272 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13099 MCINNIS, LLC $ 542,456.20 100.0000% 2 16032 PRICHARD CONSTRUCTION COMPANY $ 565,036.40 104.1626% 3 14008 NEWELL & BUSH, INC. $ 577,177.20 106.4007% 4 01007 ALABAMA BRIDGE BUILDERS, INC. $ 587,185.94 108.2458% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -2 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 14008 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| 3000.00000 3000.00| 3000.00000 3000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 40000.00000 40000.00| 50000.00000 50000.00| 15000.00000 15000.00 Removal Of Old Bridge, Station 14+59.00 | | | 0030 210A000 531.000 CUYD| 5.20000 2761.20| 8.50000 4513.50| 20.00000 10620.00 Unclassified Excavation | | | 0040 210D000 3417.000 CUYD| 6.85000 23406.45| 10.50000 35878.50| 10.00000 34170.00 Borrow Excavation | | | 0050 210E001 80.000 CUYD| 28.00000 2240.00| 25.00000 2000.00| 30.00000 2400.00 Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 6.000 RBST| 600.00000 3600.00| 2000.00000 12000.00| 1250.00000 7500.00 Roadbed Processing | | | 0070 301A012 2080.000 SQYD| 8.65000 17992.00| 12.50000 26000.00| 9.25000 19240.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1558.000 SQYD| 1.00000 1558.00| 1.50000 2337.00| 1.00000 1558.00 Bituminous Treatment A | | | 0090 405A000 195.000 GAL | 1.55000 302.25| 3.00000 585.00| 1.50000 292.50 Tack Coat | | | 0100 429A200 205.000 TON | 71.00000 14555.00| 75.00000 15375.00| 70.00000 14350.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 410.000 TON | 58.00000 23780.00| 70.00000 28700.00| 48.50000 19885.00 Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 429C211 67.000 TON | 58.00000 3886.00| 80.00000 5360.00| 90.00000 6030.00 Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0130 430B043 131.000 TON | 33.00000 4323.00| 40.00000 5240.00| 42.00000 5502.00 Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -3 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 14008 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 108.000 SQYD| 100.00000 10800.00| 105.00000 11340.00| 85.00000 9180.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A001 14270.000 LB | 1.00000 14270.00| 0.80000 11416.00| 1.00000 14270.00 Steel Reinforcement (Grade 60) | | | 0160 502B000 LUMP| 28000.00000 28000.00| 23066.40000 23066.40| 25000.00000 25000.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 14+35, Approx 28833 | | | Lbs | | | 0170 505M002 504.000 LF | 28.00000 14112.00| 38.50000 19404.00| 34.00000 17136.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 505M004 304.000 LF | 36.00000 10944.00| 45.00000 13680.00| 42.00000 12768.00 Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0190 508A000 5642.000 LB | 5.25000 29620.50| 4.50000 25389.00| 2.65000 14951.30 Structural Steel | | | 0200 510A000 100.000 CUYD| 600.00000 60000.00| 400.00000 40000.00| 410.00000 41000.00 Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 62000.00000 62000.00| 63800.00000 63800.00| 105000.00000 105000.00 Bridge Concrete Superstructure, Sta | | | 14+35, Approx 116 Cu Yd | | | 0220 510E000 320.000 SQYD| 10.00000 3200.00| 7.00000 2240.00| 7.52000 2406.40 Grooving Concrete Bridge Decks | | | 0230 511A001 24.000 EACH| 200.00000 4800.00| 125.00000 3000.00| 135.00000 3240.00 Elastomeric Bearings, Type 2 | | | 0240 513B003 467.000 LF | 65.00000 30355.00| 85.00000 39695.00| 98.00000 45766.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0250 600A000 LUMP| 53000.00000 53000.00| 15000.00000 15000.00| 74000.00000 74000.00 Mobilization | | | 0260 610C001 956.000 TON | 30.00000 28680.00| 32.00000 30592.00| 27.00000 25812.00 Loose Riprap, Class 2 | | | 0270 610D000 680.000 SQYD| 3.00000 2040.00| 7.00000 4760.00| 3.00000 2040.00 Filter Blanket | | | 0280 630C003 4.000 EACH| 1350.00000 5400.00| 1500.00000 6000.00| 1250.00000 5000.00 Guardrail End Anchor, Type 13 | | | 0290 630C050 4.000 EACH| 1780.00000 7120.00| 1700.00000 6800.00| 1650.00000 6600.00 Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -4 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13099 |( 2 ) 16032 |( 3 ) 14008 |MCINNIS, LLC |PRICHARD CONSTRUCTION COMPA |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 650B000 186.000 CUYD| 9.80000 1822.80| 15.00000 2790.00| 15.00000 2790.00 Topsoil From Stockpiles | | | 0310 652A053 1.000 ACRE| 1500.00000 1500.00| 1400.00000 1400.00| 1200.00000 1200.00 Seeding (Mix 1E) | | | 0320 656A000 1.000 ACRE| 1500.00000 1500.00| 1400.00000 1400.00| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0330 659A000 1000.000 SQYD| 3.50000 3500.00| 8.00000 8000.00| 3.00000 3000.00 Erosion Control Netting, Class A | | | 0340 665A000 1.000 ACRE| 1000.00000 1000.00| 1200.00000 1200.00| 950.00000 950.00 Temporary Seeding | | | 0350 665B000 1.000 ACRE| 1000.00000 1000.00| 1200.00000 1200.00| 950.00000 950.00 Temporary Mulching | | | 0360 665F000 150.000 EACH| 10.00000 1500.00| 9.50000 1425.00| 15.00000 2250.00 Hay Bales | | | 0370 665J000 900.000 LF | 4.00000 3600.00| 15.00000 13500.00| 5.00000 4500.00 Silt Fence, Type A | | | 0380 680A000 LUMP| 9000.00000 9000.00| 12000.00000 12000.00| 4500.00000 4500.00 Engineering Controls | | | 0390 701A031 1.000 MILE| 1000.00000 1000.00| 2000.00000 2000.00| 2100.00000 2100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 1000.00000 1000.00| 2000.00000 2000.00| 2600.00000 2600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701C001 1.000 MILE| 1000.00000 1000.00| 1500.00000 1500.00| 1100.00000 1100.00 Solid Temporary Traffic Stripe | | | 0420 705A037 36.000 EACH| 50.00000 1800.00| 15.00000 540.00| 12.00000 432.00 Pavement Markers, Class A-H, Type 2-D | | | 0430 740B000 274.000 SQFT| 12.00000 3288.00| 15.00000 4110.00| 12.00000 3288.00 Construction Signs | | | 0440 740F002 8.000 EACH| 350.00000 2800.00| 400.00000 3200.00| 250.00000 2000.00 Barricades, Type III | | | 0450 740I005 4.000 EACH| 350.00000 1400.00| 400.00000 1600.00| 200.00000 800.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 542,456.20| $ 565,036.40| $ 577,177.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 542,456.20| $ 565,036.40| $ 577,177.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -5 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3000.00000 3000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 1 Acre) | | | 0020 206A000 LUMP| 45000.00000 45000.00| | Removal Of Old Bridge, Station 14+59.00 | | | 0030 210A000 531.000 CUYD| 20.00000 10620.00| | Unclassified Excavation | | | 0040 210D000 3417.000 CUYD| 10.50000 35878.50| | Borrow Excavation | | | 0050 210E001 80.000 CUYD| 40.00000 3200.00| | Borrow Excavation (Underwater | | | Embankment) | | | 0060 230A000 6.000 RBST| 1300.00000 7800.00| | Roadbed Processing | | | 0070 301A012 2080.000 SQYD| 9.50000 19760.00| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0080 401A000 1558.000 SQYD| 1.00000 1558.00| | Bituminous Treatment A | | | 0090 405A000 195.000 GAL | 1.55000 302.25| | Tack Coat | | | 0100 429A200 205.000 TON | 71.00000 14555.00| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B201 410.000 TON | 49.00000 20090.00| | Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range A | | | 0120 429C211 67.000 TON | 81.00000 5427.00| | Improved Bituminous Concrete Base Layer | | | Widening, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0130 430B043 131.000 TON | 43.00000 5633.00| | Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -6 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 108.000 SQYD| 65.00000 7020.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A001 14270.000 LB | 0.65000 9275.50| | Steel Reinforcement (Grade 60) | | | 0160 502B000 LUMP| 20000.00000 20000.00| | Steel Reinforcement For Bridge | | | Superstructure, Sta 14+35, Approx 28833 | | | Lbs | | | 0170 505M002 504.000 LF | 24.00000 12096.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0180 505M004 304.000 LF | 30.00000 9120.00| | Steel Piling Furnished And Driven(HP | | | 14x73) | | | 0190 508A000 5642.000 LB | 3.00000 16926.00| | Structural Steel | | | 0200 510A000 100.000 CUYD| 500.00000 50000.00| | Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 85000.00000 85000.00| | Bridge Concrete Superstructure, Sta | | | 14+35, Approx 116 Cu Yd | | | 0220 510E000 320.000 SQYD| 10.00000 3200.00| | Grooving Concrete Bridge Decks | | | 0230 511A001 24.000 EACH| 300.00000 7200.00| | Elastomeric Bearings, Type 2 | | | 0240 513B003 467.000 LF | 90.00000 42030.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0250 600A000 LUMP| 57824.69000 57824.69| | Mobilization | | | 0260 610C001 956.000 TON | 27.25000 26051.00| | Loose Riprap, Class 2 | | | 0270 610D000 680.000 SQYD| 2.50000 1700.00| | Filter Blanket | | | 0280 630C003 4.000 EACH| 1450.00000 5800.00| | Guardrail End Anchor, Type 13 | | | 0290 630C050 4.000 EACH| 1685.00000 6740.00| | Guardrail End Anchor, Type 20 Series | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 021 -7 TABULATION OF BIDS CALL ORDER : 021 CONTRACT ID : 20040528021 COUNTIES : CLEBURNE LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 01007 |( ) |( ) |ALABAMA BRIDGE BUILDERS, IN | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 650B000 186.000 CUYD| 14.00000 2604.00| | Topsoil From Stockpiles | | | 0310 652A053 1.000 ACRE| 1000.00000 1000.00| | Seeding (Mix 1E) | | | 0320 656A000 1.000 ACRE| 1000.00000 1000.00| | Mulching, Class A, Type 1 | | | 0330 659A000 1000.000 SQYD| 2.00000 2000.00| | Erosion Control Netting, Class A | | | 0340 665A000 1.000 ACRE| 600.00000 600.00| | Temporary Seeding | | | 0350 665B000 1.000 ACRE| 600.00000 600.00| | Temporary Mulching | | | 0360 665F000 150.000 EACH| 10.00000 1500.00| | Hay Bales | | | 0370 665J000 900.000 LF | 3.45000 3105.00| | Silt Fence, Type A | | | 0380 680A000 LUMP| 30000.00000 30000.00| | Engineering Controls | | | 0390 701A031 1.000 MILE| 2100.00000 2100.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0400 701A035 1.000 MILE| 2600.00000 2600.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0410 701C001 1.000 MILE| 1050.00000 1050.00| | Solid Temporary Traffic Stripe | | | 0420 705A037 36.000 EACH| 10.00000 360.00| | Pavement Markers, Class A-H, Type 2-D | | | 0430 740B000 274.000 SQFT| 10.00000 2740.00| | Construction Signs | | | 0440 740F002 8.000 EACH| 250.00000 2000.00| | Barricades, Type III | | | 0450 740I005 4.000 EACH| 280.00000 1120.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 587,185.94| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 587,185.94| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 022 -1 VENDOR RANKING CALL ORDER : 022 CONTRACT ID : 20040528022 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 300 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : NCPD-1700(207) for constructing the Bridge Replacement and Approaches on Haley Road at C.R.#20 and the Norfolk Southern Railway in the Barton Riverfront Park in Barton. Length 1.070 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 1,959,677.68 100.0000% 2 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 2,212,454.73 112.8989% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 022 -2 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040528022 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D000 3398.000 CUYD| 8.50000 28883.00| 6.00000 20388.00| Borrow Excavation | | | 0020 301A012 37642.000 SQYD| 4.60000 173153.20| 4.69000 176540.98| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0030 301A017 10056.000 SQYD| 5.75000 57822.00| 5.31000 53397.36| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 7.25" Compacted Thickness | | | 0040 401A000 28206.000 SQYD| 0.33000 9307.98| 0.33000 9307.98| Bituminous Treatment A | | | 0050 405A000 960.000 GAL | 1.10000 1056.00| 1.11000 1065.60| Tack Coat | | | 0060 429A240 2092.000 TON | 39.00000 81588.00| 39.15000 81901.80| Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C | | | 0070 429B241 4196.000 TON | 31.00000 130076.00| 31.66000 132845.36| Improved Bituminous Concrete Binder | | | Layer, 1" Maximum Aggregate Size Mix, | | | ESAL Range C | | | 0080 429C241 4936.000 TON | 31.00000 153016.00| 30.80000 152028.80| Improved Bituminous Concrete Base Layer | | | 1 1/2" Maximum Aggregate Size Mix, ESAL | | | Range C | | | 0090 502A000 141300.000 LB | 0.60000 84780.00| 0.73000 103149.00| Steel Reinforcement | | | 0100 502B000 LUMP| 94000.00000 94000.00| 115306.00000 115306.00| Steel Reinforcement For Bridge | | | Superstructure, Station 28+22.20, | | | Approx. 156,000 LBS | | | 0110 506A000 62.000 LF | 116.00000 7192.00| 116.00000 7192.00| Drilled Shaft Excavation, 4'-6" Diamete | | | 0120 506A005 258.000 LF | 116.00000 29928.00| 116.00000 29928.00| Drilled Shaft Excavation, 3'-6" Diamete | | | 0130 506B002 80.000 LF | 985.00000 78800.00| 986.00000 78880.00| Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 022 -3 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040528022 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 506B004 90.000 LF | 985.00000 88650.00| 986.00000 88740.00| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0150 506C021 338.000 LF | 70.00000 23660.00| 70.00000 23660.00| Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS2 Concrete | | | 0160 506C023 152.000 LF | 116.00000 17632.00| 116.00000 17632.00| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS2 Concrete | | | 0170 506G001 1.000 EACH| 3200.00000 3200.00| 3480.00000 3480.00| Crosshole Sonic Logging, 3'-6" Diameter | | | 0180 506G003 1.000 EACH| 3200.00000 3200.00| 3480.00000 3480.00| Crosshole Sonic Logging, 4'-6" Diameter | | | 0190 508A000 11800.000 LB | 3.10000 36580.00| 3.00000 35400.00| Structural Steel | | | 0200 510A000 390.000 CUYD| 300.00000 117000.00| 350.00000 136500.00| Bridge Substructure Concrete, Class A | | | 0210 510C051 LUMP| 200000.00000 200000.00| 272250.00000 272250.00| Bridge Concrete Superstructure, STA | | | 28+22.20 APPROX. 605 CU YDS. | | | 0220 510E000 2280.000 SQYD| 2.25000 5130.00| 2.15000 4902.00| Grooving Concrete Bridge Decks | | | 0230 511A001 80.000 EACH| 60.00000 4800.00| 120.00000 9600.00| Elastomeric Bearings, Type 2 | | | 0240 513B005 3066.000 LF | 94.00000 288204.00| 108.00000 331128.00| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0250 600A000 LUMP| 114000.00000 114000.00| 168000.00000 168000.00| Mobilization | | | 0260 614A001 131.000 CUYD| 255.00000 33405.00| 400.00000 52400.00| Slope Paving (Under Bridges) | | | 0270 630A001 150.000 LF | 19.00000 2850.00| 22.00000 3300.00| Steel Beam Guardrail, Class A, Type 2 | | | 0280 630C003 4.000 EACH| 1450.00000 5800.00| 1520.00000 6080.00| Guardrail End Anchor, Type 13 | | | 0290 630C070 4.000 EACH| 1450.00000 5800.00| 1800.00000 7200.00| Guardrail End Anchor, Type 10 Series | | | 0300 641A746 200.000 LF | 14.00000 2800.00| 44.00000 8800.00| 6 Inch P.V.C. Water Main Laid | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 022 -4 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040528022 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 641C500 140.000 LB | 8.00000 1120.00| 6.00000 840.00| Ductile Iron Fittings | | | 0320 641L500 1.000 CUYD| 100.00000 100.00| 232.00000 232.00| Concrete for Water Mains (Thrust Blocks | | | 0330 641M512 8.000 EACH| 2.00000 16.00| 70.00000 560.00| 6 Inch Retainer Gland | | | 0340 650A000 705.000 CUYD| 13.50000 9517.50| 13.50000 9517.50| Topsoil | | | 0350 652A053 2.000 ACRE| 800.00000 1600.00| 1100.00000 2200.00| Seeding (Mix 1E) | | | 0360 654A000 40.000 SQYD| 4.00000 160.00| 10.00000 400.00| Solid Sodding | | | 0370 656A000 2.000 ACRE| 800.00000 1600.00| 1100.00000 2200.00| Mulching, Class A, Type 1 | | | 0380 665F000 25.000 EACH| 5.00000 125.00| 10.00000 250.00| Hay Bales | | | 0390 665J000 200.000 LF | 5.00000 1000.00| 5.00000 1000.00| Silt Fence, Type A | | | 0400 680A000 LUMP| 19000.00000 19000.00| 20000.00000 20000.00| Engineering Controls | | | 0410 701A031 3.000 MILE| 1300.00000 3900.00| 1320.00000 3960.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0420 701A035 2.000 MILE| 1650.00000 3300.00| 1650.00000 3300.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0430 701A040 1.000 MILE| 1100.00000 1100.00| 1100.00000 1100.00| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0440 701A045 2.000 MILE| 1100.00000 2200.00| 1100.00000 2200.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0450 701B005 1068.000 LF | 1.00000 1068.00| 0.83000 886.44| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0460 701C000 3.000 MILE| 800.00000 2400.00| 825.00000 2475.00| Broken Temporary Traffic Stripe | | | 0470 701C001 2.000 MILE| 800.00000 1600.00| 825.00000 1650.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 022 -5 TABULATION OF BIDS CALL ORDER : 022 CONTRACT ID : 20040528022 COUNTIES : COLBERT LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 03023 |( ) |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION CO | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0480 701G120 622.000 LF | 2.25000 1399.50| 2.20000 1368.40| Broken White, Class 3W, Type A Traffic | | | Stripe | | | 0490 701G124 622.000 LF | 4.00000 2488.00| 4.13000 2568.86| Solid White, Class 3W, Type A Traffic | | | Stripe | | | 0500 701G132 1244.000 LF | 4.00000 4976.00| 3.85000 4789.40| Solid Yellow, Class 3W, Type A Traffic | | | Stripe | | | 0510 703A002 1171.000 SQFT| 2.75000 3220.25| 2.75000 3220.25| Traffic Control Markings, Class 2, Type | | | A | | | 0520 703B002 45.000 SQFT| 4.00000 180.00| 3.85000 173.25| Traffic Control Legends, Class 2, Type | | | 0530 705A030 117.000 EACH| 5.75000 672.75| 6.05000 707.85| Pavement Markers, Class A-H, Type 2-C | | | 0540 705A031 64.000 EACH| 5.75000 368.00| 6.05000 387.20| Pavement Markers, Class A-H, Type 1-A | | | 0550 705A032 200.000 EACH| 5.75000 1150.00| 6.05000 1210.00| Pavement Markers, Class A-H, Type 1-B | | | 0560 705A037 248.000 EACH| 5.75000 1426.00| 6.05000 1500.40| Pavement Markers, Class A-H, Type 2-D | | | 0570 705A038 126.000 EACH| 5.75000 724.50| 6.05000 762.30| Pavement Markers, Class A-H, Type 2-E | | | 0580 740B000 217.000 SQFT| 9.00000 1953.00| 9.00000 1953.00| Construction Signs | | | 0590 740F002 16.000 EACH| 375.00000 6000.00| 210.00000 3360.00| Barricades, Type III | | | 0600 740I005 8.000 EACH| 375.00000 3000.00| 400.00000 3200.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,959,677.68| $ 2,212,454.73| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,959,677.68| $ 2,212,454.73| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 024 -1 VENDOR RANKING CALL ORDER : 024 CONTRACT ID : 20040528024 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 240 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-1911(200) for constructing the Bridge Replacement on C.R.#66 at Hatchet Creek west of Goodwater. Length 0.053 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 973,704.45 100.0000% 2 14008 NEWELL & BUSH, INC. $ 1,020,820.50 104.8388% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 1,200,870.75 123.3301% 4 02088 B & B ENGINEERING & DESIGN, LLC $ 1,251,394.00 128.5189% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 024 -2 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040528024 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 14008 |( 3 ) 01007 |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 60000.00000 60000.00| 83000.00000 83000.00| 100000.00000 100000.00 Removal Of Old Bridge, Station 203+30.0 | | | 0020 210A000 935.000 CUYD| 5.00000 4675.00| 10.00000 9350.00| 10.00000 9350.00 Unclassified Excavation | | | 0030 502A000 89400.000 LB | 0.70000 62580.00| 0.85000 75990.00| 0.65000 58110.00 Steel Reinforcement | | | 0040 502B000 LUMP| 50000.00000 50000.00| 40000.00000 40000.00| 45000.00000 45000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 203+04.00, | | | Approx 67,800 Lbs | | | 0050 506A000 32.000 LF | 133.00000 4256.00| 140.00000 4480.00| 235.00000 7520.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0060 506A005 138.000 LF | 106.00000 14628.00| 115.00000 15870.00| 205.00000 28290.00 Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B002 75.000 LF | 795.00000 59625.00| 800.00000 60000.00| 1000.00000 75000.00 Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0080 506B004 57.000 LF | 928.00000 52896.00| 900.00000 51300.00| 1130.00000 64410.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0090 506C041 213.000 LF | 64.00000 13632.00| 65.00000 13845.00| 100.00000 21300.00 Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506C043 100.000 LF | 64.00000 6400.00| 65.00000 6500.00| 110.00000 11000.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0110 506F001 16.000 LF | 149.00000 2384.00| 150.00000 2400.00| 155.00000 2480.00 Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0120 506G003 4.000 EACH| 2332.00000 9328.00| 2400.00000 9600.00| 2350.00000 9400.00 Crosshole Sonic Logging, 4'-6" Diameter | | | 0130 508A000 6650.000 LB | 2.00000 13300.00| 2.50000 16625.00| 3.50000 23275.00 Structural Steel | | | 0140 510A000 285.000 CUYD| 370.00000 105450.00| 410.00000 116850.00| 500.00000 142500.00 Bridge Substructure Concrete, Class A | | | 0150 510C051 LUMP| 195000.00000 195000.00| 150000.00000 150000.00| 159000.00000 159000.00 Bridge Concrete Superstructure, STATION | | | 203+04.00, APPROX 287 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 024 -3 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040528024 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 14008 |( 3 ) 01007 |THE MORRIS GROUP, INC. |NEWELL & BUSH, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 510E000 747.000 SQYD| 3.35000 2502.45| 3.50000 2614.50| 3.25000 2427.75 Grooving Concrete Bridge Decks | | | 0170 511A070 8.000 EACH| 295.00000 2360.00| 810.00000 6480.00| 600.00000 4800.00 Elastomeric Bearing Type 4(Mark VB1) | | | 0180 511A072 24.000 EACH| 310.00000 7440.00| 270.00000 6480.00| 700.00000 16800.00 Elastomeric Bearing Type4(Mark VB3) | | | 0190 513B003 153.000 LF | 70.00000 10710.00| 102.00000 15606.00| 90.00000 13770.00 Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B005 946.000 LF | 105.00000 99330.00| 135.00000 127710.00| 120.00000 113520.00 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0210 600A000 LUMP| 141000.00000 141000.00| 155000.00000 155000.00| 215000.00000 215000.00 Mobilization | | | 0220 610C001 634.000 TON | 21.00000 13314.00| 23.00000 14582.00| 25.00000 15850.00 Loose Riprap, Class 2 | | | 0230 610D000 634.000 SQYD| 2.00000 1268.00| 4.00000 2536.00| 3.00000 1902.00 Filter Blanket | | | 0240 630C003 4.000 EACH| 1200.00000 4800.00| 1200.00000 4800.00| 1200.00000 4800.00 Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 1600.00000 6400.00| 1800.00000 7200.00| 1850.00000 7400.00 Guardrail End Anchor, Type 20 Series | | | 0260 665F000 45.000 EACH| 8.00000 360.00| 22.00000 990.00| 6.00000 270.00 Hay Bales | | | 0270 665J000 400.000 LF | 5.00000 2000.00| 8.00000 3200.00| 5.00000 2000.00 Silt Fence, Type A | | | 0280 680A000 LUMP| 24000.00000 24000.00| 12000.00000 12000.00| 40000.00000 40000.00 Engineering Controls | | | 0290 740B000 158.000 SQFT| 7.00000 1106.00| 14.00000 2212.00| 12.00000 1896.00 Construction Signs | | | 0300 740F002 8.000 EACH| 190.00000 1520.00| 250.00000 2000.00| 225.00000 1800.00 Barricades, Type III | | | 0310 740I005 4.000 EACH| 360.00000 1440.00| 400.00000 1600.00| 500.00000 2000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 973,704.45| $ 1,020,820.50| $ 1,200,870.75 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 973,704.45| $ 1,020,820.50| $ 1,200,870.75 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 024 -4 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040528024 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 02088 |( ) |( ) |B & B ENGINEERING & DESIGN, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 100000.00000 100000.00| | Removal Of Old Bridge, Station 203+30.0 | | | 0020 210A000 935.000 CUYD| 10.00000 9350.00| | Unclassified Excavation | | | 0030 502A000 89400.000 LB | 0.65000 58110.00| | Steel Reinforcement | | | 0040 502B000 LUMP| 45000.00000 45000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 203+04.00, | | | Approx 67,800 Lbs | | | 0050 506A000 32.000 LF | 200.00000 6400.00| | Drilled Shaft Excavation, 4'-6" Diamete | | | 0060 506A005 138.000 LF | 200.00000 27600.00| | Drilled Shaft Excavation, 3'-6" Diamete | | | 0070 506B002 75.000 LF | 2000.00000 150000.00| | Special Drilled Shaft Excavation, 3'-6" | | | Diameter | | | 0080 506B004 57.000 LF | 3250.00000 185250.00| | Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0090 506C041 213.000 LF | 150.00000 31950.00| | Drilled Shaft Construction, 3'-6" | | | Diameter, Class DS1 Concrete | | | 0100 506C043 100.000 LF | 200.00000 20000.00| | Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0110 506F001 16.000 LF | 200.00000 3200.00| | Permanent Drilled Shaft Casing, 4'-6" | | | Diameter | | | 0120 506G003 4.000 EACH| 500.00000 2000.00| | Crosshole Sonic Logging, 4'-6" Diameter | | | 0130 508A000 6650.000 LB | 6.00000 39900.00| | Structural Steel | | | 0140 510A000 285.000 CUYD| 450.00000 128250.00| | Bridge Substructure Concrete, Class A | | | 0150 510C051 LUMP| 155000.00000 155000.00| | Bridge Concrete Superstructure, STATION | | | 203+04.00, APPROX 287 CU YDS | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 024 -5 TABULATION OF BIDS CALL ORDER : 024 CONTRACT ID : 20040528024 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 4 ) 02088 |( ) |( ) |B & B ENGINEERING & DESIGN, | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 510E000 747.000 SQYD| 4.00000 2988.00| | Grooving Concrete Bridge Decks | | | 0170 511A070 8.000 EACH| 350.00000 2800.00| | Elastomeric Bearing Type 4(Mark VB1) | | | 0180 511A072 24.000 EACH| 325.00000 7800.00| | Elastomeric Bearing Type4(Mark VB3) | | | 0190 513B003 153.000 LF | 70.00000 10710.00| | Pretensioned-Prestressed Concrete | | | Girders, Type I (Specialty Item) | | | 0200 513B005 946.000 LF | 110.00000 104060.00| | Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0210 600A000 LUMP| 100000.00000 100000.00| | Mobilization | | | 0220 610C001 634.000 TON | 20.00000 12680.00| | Loose Riprap, Class 2 | | | 0230 610D000 634.000 SQYD| 4.00000 2536.00| | Filter Blanket | | | 0240 630C003 4.000 EACH| 1500.00000 6000.00| | Guardrail End Anchor, Type 13 | | | 0250 630C050 4.000 EACH| 2000.00000 8000.00| | Guardrail End Anchor, Type 20 Series | | | 0260 665F000 45.000 EACH| 10.00000 450.00| | Hay Bales | | | 0270 665J000 400.000 LF | 8.00000 3200.00| | Silt Fence, Type A | | | 0280 680A000 LUMP| 15000.00000 15000.00| | Engineering Controls | | | 0290 740B000 158.000 SQFT| 20.00000 3160.00| | Construction Signs | | | 0300 740F002 8.000 EACH| 1000.00000 8000.00| | Barricades, Type III | | | 0310 740I005 4.000 EACH| 500.00000 2000.00| | Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 1,251,394.00| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,251,394.00| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 026 -1 VENDOR RANKING CALL ORDER : 026 CONTRACT ID : 20040528026 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-3507(202) for constructing the Resurfacing and Traffic Stripe on STPOA-9437(600) various county roads as indicated on the plans. Length STPOA-9400(600) 6.786 mi. OTHERS -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 553,529.15 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 577,545.25 104.3387% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 026 -2 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040528026 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 50.000 SQYD| 28.58000 1429.00| 25.00000 1250.00| Removing Concrete Driveway | | | 0020 401B108 89163.000 SQYD| 0.80000 71330.40| 0.95000 84704.85| Bituminous Treatment G (With Polymer | | | Additive) | | | 0030 405A000 2695.000 GAL | 1.85000 4985.75| 1.00000 2695.00| Tack Coat | | | 0040 424A340 6930.000 TON | 47.91000 332016.30| 49.50000 343035.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424A346 1050.000 TON | 59.50000 62475.00| 49.75000 52237.50| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424B648 185.000 TON | 71.58000 13242.30| 48.50000 8972.50| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL A/B | | | 0070 600A000 LUMP| 19900.00000 19900.00| 35000.00000 35000.00| Mobilization | | | 0080 701A031 9.000 MILE| 1150.00000 10350.00| 1150.00000 10350.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0090 701A035 9.000 MILE| 1280.00000 11520.00| 1280.00000 11520.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0100 701A045 5.000 MILE| 800.00000 4000.00| 800.00000 4000.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0110 701B005 585.000 LF | 1.00000 585.00| 1.00000 585.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick) | | | 0120 701C000 5.000 MILE| 390.00000 1950.00| 390.00000 1950.00| Broken Temporary Traffic Stripe | | | 0130 701C001 9.000 MILE| 480.00000 4320.00| 480.00000 4320.00| Solid Temporary Traffic Stripe | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 026 -3 TABULATION OF BIDS CALL ORDER : 026 CONTRACT ID : 20040528026 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 703A002 1098.000 SQFT| 2.25000 2470.50| 2.25000 2470.50| Traffic Control Markings, Class 2, Type | | | A | | | 0150 703B002 185.000 SQFT| 3.50000 647.50| 3.50000 647.50| Traffic Control Legends, Class 2, Type | | | 0160 703D001 1098.000 SQFT| 1.30000 1427.40| 1.30000 1427.40| Temporary Traffic Control Markings | | | 0170 705A032 188.000 EACH| 5.00000 940.00| 5.00000 940.00| Pavement Markers, Class A-H, Type 1-B | | | 0180 705A037 591.000 EACH| 5.00000 2955.00| 5.00000 2955.00| Pavement Markers, Class A-H, Type 2-D | | | 0190 740B000 380.000 SQFT| 15.75000 5985.00| 15.75000 5985.00| Construction Signs | | | 0200 740O000 1.000 EACH| 1000.00000 1000.00| 2500.00000 2500.00| Pilot Car | | | SECTION TOTALS | $ 553,529.15| $ 577,545.25| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 553,529.15| $ 577,545.25| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 027 -1 VENDOR RANKING CALL ORDER : 027 CONTRACT ID : 20040528027 COUNTIES : LAWRENCE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-4000(212) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#38 at Tanyard Branch west of Needmore. Length 0.005 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02011 BROOKS & SON CONSTRUCTION $ 75,427.00 100.0000% 2 19074 S & M EQUIPMENT CO., INC. $ 81,613.00 108.2013% 3 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 82,412.50 109.2613% 4 07048 GLASGOW CONSTRUCTION CO., INC. $ 83,305.00 110.4445% 5 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 95,470.00 126.5727% 6 03023 B. H. CRAIG CONSTRUCTION COMPANY, INC. $ 119,361.00 158.2470% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 027 -2 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040528027 COUNTIES : LAWRENCE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 02011 |( 2 ) 19074 |( 3 ) 20011 |BROOKS & SON CONSTRUCTION |S & M EQUIPMENT CO., INC. |TRI-COUNTY CONCRETE CONSTRUCTIO LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 3000.00000 3000.00| 3500.00000 3500.00| 1000.00000 1000.00 Removal Of Old Bridge, Station 7+25.00 | | | 0020 214A000 529.000 CUYD| 7.00000 3703.00| 10.00000 5290.00| 17.50000 9257.50 Structure Excavation | | | 0030 214B001 327.000 CUYD| 12.00000 3924.00| 23.00000 7521.00| 15.00000 4905.00 Foundation Backfill, Commercial | | | 0040 502A000 23400.000 LB | 0.60000 14040.00| 0.60000 14040.00| 0.60000 14040.00 Steel Reinforcement | | | 0050 524A010 136.000 CUYD| 280.00000 38080.00| 245.00000 33320.00| 237.50000 32300.00 Culvert Concrete | | | 0060 600A000 LUMP| 2000.00000 2000.00| 5000.00000 5000.00| 7500.00000 7500.00 Mobilization | | | 0070 610C001 100.000 TON | 20.00000 2000.00| 20.00000 2000.00| 17.50000 1750.00 Loose Riprap, Class 2 | | | 0080 610D000 62.000 SQYD| 5.00000 310.00| 5.50000 341.00| 4.50000 279.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0100 665J000 560.000 LF | 6.00000 3360.00| 4.50000 2520.00| 10.00000 5600.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 5000.00000 5000.00| 2000.00000 2000.00 Engineering Controls | | | 0120 740B000 109.000 SQFT| 10.00000 1090.00| 9.00000 981.00| 9.00000 981.00 Construction Signs | | | 0130 740F002 8.000 EACH| 240.00000 1920.00| 200.00000 1600.00| 225.00000 1800.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 250.00000 500.00| 125.00000 250.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 75,427.00| $ 81,613.00| $ 82,412.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 75,427.00| $ 81,613.00| $ 82,412.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 027 -3 TABULATION OF BIDS CALL ORDER : 027 CONTRACT ID : 20040528027 COUNTIES : LAWRENCE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 4 ) 07048 |( 5 ) 18036 |( 6 ) 03023 |GLASGOW CONSTRUCTION CO., I |RILEY BRIDGE & ENGINEERING |B. H. CRAIG CONSTRUCTION COMPAN LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 1000.00000 1000.00| 1000.00000 1000.00| 4000.00000 4000.00 Removal Of Old Bridge, Station 7+25.00 | | | 0020 214A000 529.000 CUYD| 25.00000 13225.00| 6.00000 3174.00| 20.00000 10580.00 Structure Excavation | | | 0030 214B001 327.000 CUYD| 20.00000 6540.00| 19.00000 6213.00| 25.00000 8175.00 Foundation Backfill, Commercial | | | 0040 502A000 23400.000 LB | 0.60000 14040.00| 0.64000 14976.00| 1.09000 25506.00 Steel Reinforcement | | | 0050 524A010 136.000 CUYD| 250.00000 34000.00| 365.00000 49640.00| 400.00000 54400.00 Culvert Concrete | | | 0060 600A000 LUMP| 1000.00000 1000.00| 8500.00000 8500.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 100.000 TON | 30.00000 3000.00| 25.00000 2500.00| 25.00000 2500.00 Loose Riprap, Class 2 | | | 0080 610D000 62.000 SQYD| 5.00000 310.00| 3.00000 186.00| 5.00000 310.00 Filter Blanket | | | 0090 665F000 50.000 EACH| 10.00000 500.00| 5.00000 250.00| 10.00000 500.00 Hay Bales | | | 0100 665J000 560.000 LF | 10.00000 5600.00| 5.00000 2800.00| 5.00000 2800.00 Silt Fence, Type A | | | 0110 680A000 LUMP| 1000.00000 1000.00| 1500.00000 1500.00| 2000.00000 2000.00 Engineering Controls | | | 0120 740B000 109.000 SQFT| 10.00000 1090.00| 9.00000 981.00| 10.00000 1090.00 Construction Signs | | | 0130 740F002 8.000 EACH| 200.00000 1600.00| 375.00000 3000.00| 250.00000 2000.00 Barricades, Type III | | | 0140 740I005 2.000 EACH| 200.00000 400.00| 375.00000 750.00| 250.00000 500.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 83,305.00| $ 95,470.00| $ 119,361.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 83,305.00| $ 95,470.00| $ 119,361.00 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 028 -1 VENDOR RANKING CALL ORDER : 028 CONTRACT ID : 20040528028 COUNTIES : LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-4316(200) for constructing the Bridge Replacement (Bridge Culvert) on C.R.#7 at a tributary of Dry Cedar Creek southwest of Gordonville. Length 0.005 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 08017 H & L CONSTRUCTION, INC. $ 239,595.00 100.0000% 2 14001 NEWELL ROADBUILDERS, INC. $ 253,841.00 105.9459% 3 23044 WARE CONSTRUCTION CO., INC. $ 254,861.40 106.3718% 4 23072 WOODLANDS SPECIALISTS, INC. $ 258,324.20 107.8170% 5 07048 GLASGOW CONSTRUCTION CO., INC. $ 287,232.00 119.8823% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 028 -2 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040528028 COUNTIES : LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 1 ) 08017 |( 2 ) 14001 |( 3 ) 23044 |H & L CONSTRUCTION, INC. |NEWELL ROADBUILDERS, INC. |WARE CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000 LUMP| 8000.00000 8000.00| 23500.00000 23500.00| 15000.00000 15000.00 Removal Of Old Box Culvert, Station | | | 11+87.40 | | | 0020 214A000 1120.000 CUYD| 10.00000 11200.00| 5.00000 5600.00| 6.00000 6720.00 Structure Excavation | | | 0030 214B000 210.000 CUYD| 40.00000 8400.00| 5.00000 1050.00| 24.00000 5040.00 Foundation Backfill, Local | | | 0040 502A000 79760.000 LB | 0.60000 47856.00| 0.60000 47856.00| 0.54000 43070.40 Steel Reinforcement | | | 0050 524A011 446.000 CUYD| 285.00000 127110.00| 315.00000 140490.00| 317.50000 141605.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 5000.00000 5000.00| 10000.00000 10000.00| 15000.00000 15000.00 Mobilization | | | 0070 610C001 300.000 TON | 32.00000 9600.00| 25.25000 7575.00| 26.00000 7800.00 Loose Riprap, Class 2 | | | 0080 610D000 300.000 SQYD| 3.75000 1125.00| 3.55000 1065.00| 1.50000 450.00 Filter Blanket | | | 0090 630A001 300.000 LF | 16.00000 4800.00| 14.00000 4200.00| 17.00000 5100.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 1500.00000 6000.00| 1400.00000 5600.00| 1400.00000 5600.00 Guardrail End Anchor, Type 10 Series | | | 0110 665F000 100.000 EACH| 6.00000 600.00| 5.00000 500.00| 4.00000 400.00 Hay Bales | | | 0120 665J000 600.000 LF | 7.50000 4500.00| 3.00000 1800.00| 6.00000 3600.00 Silt Fence, Type A | | | 0130 740B000 238.000 SQFT| 8.00000 1904.00| 7.50000 1785.00| 12.00000 2856.00 Construction Signs | | | 0140 740F002 8.000 EACH| 250.00000 2000.00| 165.00000 1320.00| 215.00000 1720.00 Barricades, Type III | | | 0150 740I005 6.000 EACH| 250.00000 1500.00| 250.00000 1500.00| 150.00000 900.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 239,595.00| $ 253,841.00| $ 254,861.40 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 239,595.00| $ 253,841.00| $ 254,861.40 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 028 -3 TABULATION OF BIDS CALL ORDER : 028 CONTRACT ID : 20040528028 COUNTIES : LOWNDES LETTING DATE : 05/28/04 10:00 AM DIVISION : 06 ==================================================================================================================================== |( 4 ) 23072 |( 5 ) 07048 |( ) |WOODLANDS SPECIALISTS, INC. |GLASGOW CONSTRUCTION CO., I | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B000 LUMP| 15000.00000 15000.00| 25000.00000 25000.00| Removal Of Old Box Culvert, Station | | | 11+87.40 | | | 0020 214A000 1120.000 CUYD| 8.00000 8960.00| 6.00000 6720.00| Structure Excavation | | | 0030 214B000 210.000 CUYD| 26.00000 5460.00| 20.00000 4200.00| Foundation Backfill, Local | | | 0040 502A000 79760.000 LB | 0.52000 41475.20| 0.70000 55832.00| Steel Reinforcement | | | 0050 524A011 446.000 CUYD| 330.00000 147180.00| 300.00000 133800.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 10000.00000 10000.00| 25000.00000 25000.00| Mobilization | | | 0070 610C001 300.000 TON | 26.00000 7800.00| 30.00000 9000.00| Loose Riprap, Class 2 | | | 0080 610D000 300.000 SQYD| 1.75000 525.00| 5.00000 1500.00| Filter Blanket | | | 0090 630A001 300.000 LF | 22.40000 6720.00| 20.00000 6000.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 4.000 EACH| 2100.00000 8400.00| 2000.00000 8000.00| Guardrail End Anchor, Type 10 Series | | | 0110 665F000 100.000 EACH| 5.00000 500.00| 10.00000 1000.00| Hay Bales | | | 0120 665J000 600.000 LF | 5.00000 3000.00| 10.00000 6000.00| Silt Fence, Type A | | | 0130 740B000 238.000 SQFT| 8.00000 1904.00| 10.00000 2380.00| Construction Signs | | | 0140 740F002 8.000 EACH| 100.00000 800.00| 200.00000 1600.00| Barricades, Type III | | | 0150 740I005 6.000 EACH| 100.00000 600.00| 200.00000 1200.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 258,324.20| $ 287,232.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 258,324.20| $ 287,232.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 029 -1 VENDOR RANKING CALL ORDER : 029 CONTRACT ID : 20040528029 COUNTIES : MADISON LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4512(200) for constructing the Bridge Replacement (Bridge Culvert) on Old Big Cove Road at Green Mountain Branch in Huntsville. Length - 0.006 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13004 MILLER & MILLER, INC. $ 78,188.25 100.0000% 2 02011 BROOKS & SON CONSTRUCTION $ 88,725.00 113.4761% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 98,282.50 125.6998% 4 19037 SIMPSON BRIDGE COMPANY, INC. $ 117,809.25 150.6739% 5 03047 CARTER'S CONTRACTING SERVICES, INC. $ 125,840.00 160.9449% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 029 -2 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040528029 COUNTIES : MADISON LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 13004 |( 2 ) 02011 |( 3 ) 07048 |MILLER & MILLER, INC. |BROOKS & SON CONSTRUCTION |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 4300.00000 4300.00| 8000.00000 8000.00| 5000.00000 5000.00 Removal Of Old Bridge, Station 14+81.51 | | | 0020 214A000 186.000 CUYD| 7.00000 1302.00| 12.00000 2232.00| 20.00000 3720.00 Structure Excavation | | | 0030 214B001 57.000 CUYD| 6.00000 342.00| 18.00000 1026.00| 20.00000 1140.00 Foundation Backfill, Commercial | | | 0040 502A000 17350.000 LB | 0.80000 13880.00| 0.62000 10757.00| 0.75000 13012.50 Steel Reinforcement | | | 0050 524A011 110.000 CUYD| 270.00000 29700.00| 300.00000 33000.00| 350.00000 38500.00 Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 7400.00000 7400.00| 5000.00000 5000.00| 5000.00000 5000.00 Mobilization | | | 0070 610C001 70.000 TON | 18.00000 1260.00| 20.00000 1400.00| 30.00000 2100.00 Loose Riprap, Class 2 | | | 0080 610D003 60.000 SQYD| 7.00000 420.00| 5.00000 300.00| 5.00000 300.00 Filter Blanket, Geotextile | | | 0090 630A001 400.000 LF | 15.50000 6200.00| 25.00000 10000.00| 20.00000 8000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1700.00000 6800.00| 2000.00000 8000.00| 2000.00000 8000.00 Guardrail End Anchor, Type 20 Series | | | 0110 665F000 40.000 EACH| 11.75000 470.00| 10.00000 400.00| 10.00000 400.00 Hay Bales | | | 0120 665J000 450.000 LF | 3.00000 1350.00| 8.00000 3600.00| 10.00000 4500.00 Silt Fence, Type A | | | 0130 680A000 LUMP| 500.00000 500.00| 1000.00000 1000.00| 5000.00000 5000.00 Engineering Controls | | | 0140 740B000 141.000 SQFT| 9.25000 1304.25| 10.00000 1410.00| 10.00000 1410.00 Construction Signs | | | 0150 740F002 8.000 EACH| 220.00000 1760.00| 200.00000 1600.00| 200.00000 1600.00 Barricades, Type III | | | 0160 740I005 4.000 EACH| 300.00000 1200.00| 250.00000 1000.00| 150.00000 600.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 78,188.25| $ 88,725.00| $ 98,282.50 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 78,188.25| $ 88,725.00| $ 98,282.50 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 029 -3 TABULATION OF BIDS CALL ORDER : 029 CONTRACT ID : 20040528029 COUNTIES : MADISON LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 4 ) 19037 |( 5 ) 03047 |( ) |SIMPSON BRIDGE COMPANY, INC |CARTER'S CONTRACTING SERVIC | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 19000.00000 19000.00| 12900.00000 12900.00| Removal Of Old Bridge, Station 14+81.51 | | | 0020 214A000 186.000 CUYD| 16.50000 3069.00| 12.00000 2232.00| Structure Excavation | | | 0030 214B001 57.000 CUYD| 28.25000 1610.25| 32.00000 1824.00| Foundation Backfill, Commercial | | | 0040 502A000 17350.000 LB | 0.65000 11277.50| 1.40000 24290.00| Steel Reinforcement | | | 0050 524A011 110.000 CUYD| 404.00000 44440.00| 375.00000 41250.00| Culvert Concrete (Cast In Place) | | | 0060 600A000 LUMP| 14000.00000 14000.00| 6400.00000 6400.00| Mobilization | | | 0070 610C001 70.000 TON | 19.75000 1382.50| 32.00000 2240.00| Loose Riprap, Class 2 | | | 0080 610D003 60.000 SQYD| 5.75000 345.00| 9.00000 540.00| Filter Blanket, Geotextile | | | 0090 630A001 400.000 LF | 20.10000 8040.00| 25.25000 10100.00| Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C050 4.000 EACH| 1545.00000 6180.00| 1900.00000 7600.00| Guardrail End Anchor, Type 20 Series | | | 0110 665F000 40.000 EACH| 6.50000 260.00| 6.30000 252.00| Hay Bales | | | 0120 665J000 450.000 LF | 5.75000 2587.50| 15.00000 6750.00| Silt Fence, Type A | | | 0130 680A000 LUMP| 2000.00000 2000.00| 3200.00000 3200.00| Engineering Controls | | | 0140 740B000 141.000 SQFT| 7.50000 1057.50| 18.00000 2538.00| Construction Signs | | | 0150 740F002 8.000 EACH| 195.00000 1560.00| 355.00000 2840.00| Barricades, Type III | | | 0160 740I005 4.000 EACH| 250.00000 1000.00| 221.00000 884.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 117,809.25| $ 125,840.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,809.25| $ 125,840.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 030 -1 VENDOR RANKING CALL ORDER : 030 CONTRACT ID : 20040528030 COUNTIES : MARION LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-4700(208) for constructing the Culvert Extension, Resurfacing, Traffic Stripe, & Guardrail on C.R.#34 from U.S.#241 to U.S.#13 west of Haleyville. Length - 6.610 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 690,517.00 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 724,312.65 104.8943% 3 07048 GLASGOW CONSTRUCTION CO., INC. $ 783,838.34 113.5147% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 030 -2 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040528030 COUNTIES : MARION LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 07048 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 8.000 SQYD| 50.00000 400.00| 43.71000 349.68| 25.00000 200.00 Removing Concrete Driveway | | | 0020 210D001 5000.000 CUYD| 6.00000 30000.00| 6.97000 34850.00| 15.00000 75000.00 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 214A000 125.000 CUYD| 7.50000 937.50| 10.20000 1275.00| 10.00000 1250.00 Structure Excavation | | | 0040 214B001 95.000 CUYD| 20.00000 1900.00| 20.40000 1938.00| 20.00000 1900.00 Foundation Backfill, Commercial | | | 0050 405A000 4223.000 GAL | 0.90000 3800.70| 0.95000 4011.85| 0.93000 3927.39 Tack Coat | | | 0060 424A340 6450.000 TON | 31.65000 204142.50| 36.28000 234006.00| 32.25000 208012.50 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 424B641 300.000 TON | 45.00000 13500.00| 42.87000 12861.00| 47.00000 14100.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching 1 1/2" Maximum | | | Aggregate Size Mix, Esal Range A/B | | | 0080 424B643 4575.000 TON | 32.80000 150060.00| 32.09000 146811.75| 33.75000 154406.25 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0090 424C351 2580.000 TON | 35.00000 90300.00| 31.89000 82276.20| 35.65000 91977.00 Superpave Bituminous Concrete Base | | | Layer, Widening, 1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0100 430B040 1862.000 TON | 14.40000 26812.80| 14.31000 26645.22| 14.10000 26254.20 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | 0110 502A000 24326.000 LB | 0.75000 18244.50| 1.02000 24812.52| 1.00000 24326.00 Steel Reinforcement | | | 0120 524B011 150.000 CUYD| 350.00000 52500.00| 510.00000 76500.00| 500.00000 75000.00 Culvert Concrete Extension (Cast In | | | Place) | | | 0130 600A000 LUMP| 15000.00000 15000.00| 4724.88000 4724.88| 25000.00000 25000.00 Mobilization | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 030 -3 TABULATION OF BIDS CALL ORDER : 030 CONTRACT ID : 20040528030 COUNTIES : MARION LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 01087 |( 3 ) 07048 |TRI-COUNTY CONCRETE CONSTRU |APAC-SOUTHEAST, INC. |GLASGOW CONSTRUCTION CO., INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 630A001 300.000 LF | 18.50000 5550.00| 16.32000 4896.00| 20.00000 6000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0150 630C050 2.000 EACH| 1600.00000 3200.00| 1632.00000 3264.00| 2000.00000 4000.00 Guardrail End Anchor, Type 20 Series | | | 0160 658A001 2.000 ACRE| 1250.00000 2500.00| 1530.00000 3060.00| 2000.00000 4000.00 Hydro-Seeding & Mulching (Mix 1E) | | | 0170 665F000 25.000 EACH| 10.00000 250.00| 13.49000 337.25| 10.00000 250.00 Hay Bales | | | 0180 665J000 1400.000 LF | 10.00000 14000.00| 3.40000 4760.00| 8.00000 11200.00 Silt Fence, Type A | | | 0190 701A031 14.000 MILE| 1130.00000 15820.00| 1152.60000 16136.40| 1130.00000 15820.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0200 701A035 10.000 MILE| 1320.00000 13200.00| 1346.40000 13464.00| 1320.00000 13200.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0210 701A045 3.000 MILE| 800.00000 2400.00| 816.00000 2448.00| 800.00000 2400.00 Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0220 701C000 4.000 MILE| 520.00000 2080.00| 530.40000 2121.60| 520.00000 2080.00 Broken Temporary Traffic Stripe | | | 0230 701C001 18.000 MILE| 580.00000 10440.00| 591.60000 10648.80| 580.00000 10440.00 Solid Temporary Traffic Stripe | | | 0240 703A002 504.000 SQFT| 2.50000 1260.00| 2.55000 1285.20| 2.50000 1260.00 Traffic Control Markings, Class 2, Type | | | A | | | 0250 705A032 219.000 EACH| 5.50000 1204.50| 5.61000 1228.59| 5.50000 1204.50 Pavement Markers, Class A-H, Type 1-B | | | 0260 705A037 1311.000 EACH| 5.50000 7210.50| 5.61000 7354.71| 5.50000 7210.50 Pavement Markers, Class A-H, Type 2-D | | | 0270 740B000 292.000 SQFT| 12.00000 3504.00| 7.50000 2190.00| 10.00000 2920.00 Construction Signs | | | 0280 740E000 25.000 EACH| 7.00000 175.00| 1.12000 28.00| 10.00000 250.00 Cones (36 Inches High) | | | 0290 740M001 25.000 EACH| 5.00000 125.00| 1.12000 28.00| 10.00000 250.00 Ballast For Cone | | | SECTION TOTALS | $ 690,517.00| $ 724,312.65| $ 783,838.34 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 690,517.00| $ 724,312.65| $ 783,838.34 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 031 -1 VENDOR RANKING CALL ORDER : 031 CONTRACT ID : 20040528031 COUNTIES : MARSHALL LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-4828(200) for constructing the Resurfacing and Traffic Stripe on Pleasant Grove Road (C.R.#294) from Section Line Road to the Guntersville city limits. Length 3.887 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23009 WHITAKER CONTRACTING CORPORATION $ 518,182.55 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 031 -2 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040528031 COUNTIES : MARSHALL LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 44.000 SQYD| 30.00000 1320.00| | Removing Concrete Driveway | | | 0020 401B100 50172.000 SQYD| 0.60000 30103.20| | Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 1232.000 GAL | 0.10000 123.20| | Tack Coat | | | 0040 424A340 3561.000 TON | 37.61000 133929.21| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0050 424B643 4139.000 TON | 32.24000 133441.36| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range A/B | | | 0060 424C350 1368.000 TON | 32.24000 44104.32| | Superpave Bituminous Concrete Base | | | Layer, Widening, 1" Maximum Aggregate | | | Size Mix, ESAL Range A/B | | | 0070 430B014 4618.000 TON | 12.82000 59202.76| | Aggregate Surfacing (ALDOT #410 | | | Modified) | | | 0080 600A000 LUMP| 15000.00000 15000.00| | Mobilization | | | 0090 630A001 1625.000 LF | 14.90000 24212.50| | Steel Beam Guardrail, Class A, Type 2 | | | 0100 630C070 20.000 EACH| 1510.00000 30200.00| | Guardrail End Anchor, Type 10 Series | | | 0110 665F000 20.000 EACH| 10.00000 200.00| | Hay Bales | | | 0120 665J000 100.000 LF | 3.00000 300.00| | Silt Fence, Type A | | | 0130 701A031 8.000 MILE| 1100.00000 8800.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0140 701A035 6.000 MILE| 1250.00000 7500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 031 -3 TABULATION OF BIDS CALL ORDER : 031 CONTRACT ID : 20040528031 COUNTIES : MARSHALL LETTING DATE : 05/28/04 10:00 AM DIVISION : 01 ==================================================================================================================================== |( 1 ) 23009 |( ) |( ) |WHITAKER CONTRACTING CORPOR | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701A045 2.000 MILE| 600.00000 1200.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0160 701C000 2.000 MILE| 490.00000 980.00| | Broken Temporary Traffic Stripe | | | 0170 701C001 21.000 MILE| 570.00000 11970.00| | Solid Temporary Traffic Stripe | | | 0180 703A002 176.000 SQFT| 3.50000 616.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0190 703B002 120.000 SQFT| 4.00000 480.00| | Traffic Control Legends, Class 2, Type | | | 0200 703D002 176.000 SQFT| 1.50000 264.00| | Temporary Traffic Control Markings | | | (Paint) | | | 0210 705A032 512.000 EACH| 6.00000 3072.00| | Pavement Markers, Class A-H, Type 1-B | | | 0220 705A037 895.000 EACH| 6.00000 5370.00| | Pavement Markers, Class A-H, Type 2-D | | | 0230 740B000 318.000 SQFT| 8.00000 2544.00| | Construction Signs | | | 0240 740D000 25.000 EACH| 50.00000 1250.00| | Channelizing Drums | | | 0250 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | SECTION TOTALS | $ 518,182.55| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 518,182.55| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -1 VENDOR RANKING CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 CONTRACT TIME : 365 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBR-4915(200) for constructing the Bridge Replacement and Approaches on Lott Road (C.R.#217) at Escatawpa River southwest of Citronelle. Length - 0.617 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 2,082,421.12 100.0000% 2 13021 MURPHREE BRIDGE CORPORATION $ 2,150,027.69 103.2465% 3 14008 NEWELL & BUSH, INC. $ 2,299,662.25 110.4321% 4 13099 MCINNIS, LLC $ 2,395,458.45 115.0324% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -2 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13021 |( 3 ) 14008 |THE MORRIS GROUP, INC. |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 30000.00000 30000.00| 30000.00000 30000.00| 30000.00000 30000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 10 Acres) | | | 0020 206A000 LUMP| 22000.00000 22000.00| 20000.00000 20000.00| 14000.00000 14000.00 Removal Of Old Bridge, Station 1086+57. | | | 22 | | | 0030 210A000 8516.000 CUYD| 4.08000 34745.28| 2.85000 24270.60| 5.60000 47689.60 Unclassified Excavation | | | 0040 210D010 32120.000 CUYD| 6.60000 211992.00| 5.95000 191114.00| 6.00000 192720.00 Borrow Excavation (A-2 or Better) | | | 0050 230A000 27.000 RBST| 200.55000 5414.85| 175.00000 4725.00| 400.00000 10800.00 Roadbed Processing | | | 0060 301A004 331.000 SQYD| 7.68000 2542.08| 6.00000 1986.00| 9.25000 3061.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 301A008 36.000 SQYD| 10.67000 384.12| 6.10000 219.60| 16.00000 576.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 301A012 8571.000 SQYD| 9.45000 80995.95| 6.65000 56997.15| 9.00000 77139.00 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 8236.000 SQYD| 0.60000 4941.60| 0.60000 4941.60| 0.70000 5765.20 Bituminous Treatment A | | | 0100 405A000 239.000 GAL | 1.00000 239.00| 1.00000 239.00| 1.30000 310.70 Tack Coat | | | 0110 429A220 50.000 TON | 50.00000 2500.00| 50.00000 2500.00| 70.00000 3500.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429A222 1136.000 TON | 42.00000 47712.00| 42.00000 47712.00| 50.00000 56800.00 Improved Bituminous Concrete Wearing | | | Surface Layer, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 430B040 265.000 TON | 32.11000 8509.15| 28.00000 7420.00| 31.00000 8215.00 Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -3 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13021 |( 3 ) 14008 |THE MORRIS GROUP, INC. |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 108.000 SQYD| 65.00000 7020.00| 90.00000 9720.00| 112.00000 12096.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A001 32014.000 LB | 0.70000 22409.80| 0.85000 27211.90| 0.80000 25611.20 Steel Reinforcement (Grade 60) | | | 0160 502B000 LUMP| 115500.00000 115500.00| 128090.00000 128090.00| 134500.00000 134500.00 Steel Reinforcement For Bridge | | | Superstructure, STA 1085+40 (Approx | | | 150693 Lbs) | | | 0170 505A016 1.000 EACH| 7820.00000 7820.00| 8500.00000 8500.00| 10000.00000 10000.00 Concrete Test Piles (16 Inches Square) | | | 0180 505A019 1.000 EACH| 9120.00000 9120.00| 12650.00000 12650.00| 15000.00000 15000.00 Concrete Test Piles (24 Inches Square) | | | 0190 505B046 1.000 EACH| 5000.00000 5000.00| 10000.00000 10000.00| 12500.00000 12500.00 Static Loading Tests (16 Inches Square) | | | 0200 505B049 1.000 EACH| 9000.00000 9000.00| 15000.00000 15000.00| 18000.00000 18000.00 Static Loading Tests (24 Inches Square) | | | 0210 505N001 1358.000 LF | 43.50000 59073.00| 45.00000 61110.00| 60.00000 81480.00 Concrete Piling Furnished(16 Inches | | | Square) | | | 0220 505N004 2058.000 LF | 78.50000 161553.00| 89.50000 184191.00| 75.00000 154350.00 Concrete Piling Furnished(24 Inches | | | Square) | | | 0230 505O001 1358.000 LF | 1.00000 1358.00| 5.00000 6790.00| 3.40000 4617.20 Concrete Piling Driven(16 Inches Square | | | 0240 505O004 2058.000 LF | 1.00000 2058.00| 6.00000 12348.00| 4.10000 8437.80 Concrete Piling Driven(24 Inches Square | | | 0250 508A000 8562.000 LB | 2.40000 20548.80| 2.50000 21405.00| 2.75000 23545.50 Structural Steel | | | 0260 510A000 160.000 CUYD| 475.00000 76000.00| 650.00000 104000.00| 450.00000 72000.00 Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 281500.00000 281500.00| 382807.73000 382807.73| 350000.00000 350000.00 Bridge Concrete Superstructure, Sta | | | 1085+40, Approx 711 Cu Yds | | | 0280 510E000 1991.000 SQYD| 2.25000 4479.75| 2.16000 4300.56| 2.80000 5574.80 Grooving Concrete Bridge Decks | | | 0290 511A004 50.000 EACH| 300.00000 15000.00| 350.00000 17500.00| 490.00000 24500.00 Elastomeric Bearings, Type 4 | | | 0300 513B015 2483.000 LF | 150.00000 372450.00| 125.00000 310375.00| 160.00000 397280.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -4 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13021 |( 3 ) 14008 |THE MORRIS GROUP, INC. |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 535A001 140.000 LF | 29.79000 4170.60| 24.00000 3360.00| 45.00000 6300.00 18" Side Drain Pipe | | | 0320 600A000 LUMP| 208200.00000 208200.00| 209959.00000 209959.00| 235000.00000 235000.00 Mobilization | | | 0330 602A000 22.000 EACH| 150.00000 3300.00| 75.00000 1650.00| 55.00000 1210.00 Right Of Way Markers | | | 0340 610C001 2020.000 TON | 35.00000 70700.00| 32.00000 64640.00| 32.00000 64640.00 Loose Riprap, Class 2 | | | 0350 610D003 986.000 SQYD| 3.00000 2958.00| 1.80000 1774.80| 5.00000 4930.00 Filter Blanket, Geotextile | | | 0360 619A101 6.000 EACH| 575.00000 3450.00| 275.00000 1650.00| 500.00000 3000.00 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630A001 300.000 LF | 13.55000 4065.00| 13.55000 4065.00| 20.00000 6000.00 Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1100.00000 4400.00| 1100.00000 4400.00| 1400.00000 5600.00 Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 1475.00000 5900.00| 1475.00000 5900.00| 1800.00000 7200.00 Guardrail End Anchor, Type 20 Series | | | 0400 650B000 1673.000 CUYD| 5.63000 9418.99| 4.25000 7110.25| 6.50000 10874.50 Topsoil From Stockpiles | | | 0410 652A061 9.000 ACRE| 475.00000 4275.00| 475.00000 4275.00| 700.00000 6300.00 Seeding (Mix 3E) | | | 0420 654A001 6330.000 SQYD| 5.80000 36714.00| 3.00000 18990.00| 4.00000 25320.00 Solid Sodding (Bermuda) | | | 0430 656A001 9.000 ACRE| 475.00000 4275.00| 455.00000 4095.00| 800.00000 7200.00 Mulching, Class A, Type 2 | | | 0440 659A002 1973.000 SQYD| 1.15000 2268.95| 6.50000 12824.50| 6.00000 11838.00 Erosion Control Netting, Class C1 | | | 0450 665A000 5.000 ACRE| 475.00000 2375.00| 300.00000 1500.00| 500.00000 2500.00 Temporary Seeding | | | 0460 665B000 5.000 ACRE| 475.00000 2375.00| 300.00000 1500.00| 500.00000 2500.00 Temporary Mulching | | | 0470 665E000 500.000 SQYD| 1.50000 750.00| 2.00000 1000.00| 1.00000 500.00 Polyethylene | | | 0480 665F000 500.000 EACH| 6.25000 3125.00| 6.00000 3000.00| 12.00000 6000.00 Hay Bales | | | 0490 665G000 500.000 EACH| 4.00000 2000.00| 6.00000 3000.00| 6.00000 3000.00 Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -5 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 13021 |( 3 ) 14008 |THE MORRIS GROUP, INC. |MURPHREE BRIDGE CORPORATION |NEWELL & BUSH, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665I000 40.000 TON | 52.73000 2109.20| 32.00000 1280.00| 45.00000 1800.00 Temporary Riprap, Class 2 | | | 0510 665J000 4300.000 LF | 2.75000 11825.00| 4.50000 19350.00| 4.00000 17200.00 Silt Fence, Type A | | | 0520 665L000 1200.000 LF | 14.50000 17400.00| 15.00000 18000.00| 20.00000 24000.00 Floating Basin Boom | | | 0530 680A000 LUMP| 32000.00000 32000.00| 28000.00000 28000.00| 15000.00000 15000.00 Engineering Controls | | | 0540 701A031 2.000 MILE| 2000.00000 4000.00| 2000.00000 4000.00| 2200.00000 4400.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 2.000 MILE| 2500.00000 5000.00| 2500.00000 5000.00| 2800.00000 5600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 740B000 296.000 SQFT| 12.50000 3700.00| 7.50000 2220.00| 25.00000 7400.00 Construction Signs | | | 0570 740D000 72.000 EACH| 67.50000 4860.00| 45.00000 3240.00| 65.00000 4680.00 Channelizing Drums | | | 0580 740E000 120.000 EACH| 9.50000 1140.00| 12.00000 1440.00| 25.00000 3000.00 Cones (36 Inches High) | | | 0590 740F002 8.000 EACH| 175.00000 1400.00| 165.00000 1320.00| 450.00000 3600.00 Barricades, Type III | | | 0600 740I005 6.000 EACH| 300.00000 1800.00| 400.00000 2400.00| 350.00000 2100.00 Warning Lights, Type B (Detachable Head | | | 0610 740M001 120.000 EACH| 5.00000 600.00| 8.00000 960.00| 7.50000 900.00 Ballast For Cone | | | SECTION TOTALS | $ 2,082,421.12| $ 2,150,027.69| $ 2,299,662.25 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,082,421.12| $ 2,150,027.69| $ 2,299,662.25 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -6 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 30000.00000 30000.00| | Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 10 Acres) | | | 0020 206A000 LUMP| 50000.00000 50000.00| | Removal Of Old Bridge, Station 1086+57. | | | 22 | | | 0030 210A000 8516.000 CUYD| 3.19000 27166.04| | Unclassified Excavation | | | 0040 210D010 32120.000 CUYD| 6.37000 204604.40| | Borrow Excavation (A-2 or Better) | | | 0050 230A000 27.000 RBST| 210.84000 5692.68| | Roadbed Processing | | | 0060 301A004 331.000 SQYD| 6.15000 2035.65| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 4" Compacted Thickness | | | 0070 301A008 36.000 SQYD| 7.70000 277.20| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 5" Compacted Thickness | | | 0080 301A012 8571.000 SQYD| 7.94000 68053.74| | Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 8236.000 SQYD| 0.46000 3788.56| | Bituminous Treatment A | | | 0100 405A000 239.000 GAL | 1.18000 282.02| | Tack Coat | | | 0110 429A220 50.000 TON | 62.63000 3131.50| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0120 429A222 1136.000 TON | 44.35000 50381.60| | Improved Bituminous Concrete Wearing | | | Surface Layer, 1" Maximum Aggregate | | | Size Mix, ESAL Range B | | | 0130 430B040 265.000 TON | 26.89000 7125.85| | Aggregate Surfacing (Crushed Aggregate | | | Base, Type B) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -7 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 450B000 108.000 SQYD| 85.00000 9180.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0150 502A001 32014.000 LB | 1.20000 38416.80| | Steel Reinforcement (Grade 60) | | | 0160 502B000 LUMP| 250000.00000 250000.00| | Steel Reinforcement For Bridge | | | Superstructure, STA 1085+40 (Approx | | | 150693 Lbs) | | | 0170 505A016 1.000 EACH| 15000.00000 15000.00| | Concrete Test Piles (16 Inches Square) | | | 0180 505A019 1.000 EACH| 20000.00000 20000.00| | Concrete Test Piles (24 Inches Square) | | | 0190 505B046 1.000 EACH| 18000.00000 18000.00| | Static Loading Tests (16 Inches Square) | | | 0200 505B049 1.000 EACH| 22000.00000 22000.00| | Static Loading Tests (24 Inches Square) | | | 0210 505N001 1358.000 LF | 24.00000 32592.00| | Concrete Piling Furnished(16 Inches | | | Square) | | | 0220 505N004 2058.000 LF | 44.50000 91581.00| | Concrete Piling Furnished(24 Inches | | | Square) | | | 0230 505O001 1358.000 LF | 22.00000 29876.00| | Concrete Piling Driven(16 Inches Square | | | 0240 505O004 2058.000 LF | 30.00000 61740.00| | Concrete Piling Driven(24 Inches Square | | | 0250 508A000 8562.000 LB | 4.00000 34248.00| | Structural Steel | | | 0260 510A000 160.000 CUYD| 600.00000 96000.00| | Bridge Substructure Concrete, Class A | | | 0270 510C051 LUMP| 500000.00000 500000.00| | Bridge Concrete Superstructure, Sta | | | 1085+40, Approx 711 Cu Yds | | | 0280 510E000 1991.000 SQYD| 4.50000 8959.50| | Grooving Concrete Bridge Decks | | | 0290 511A004 50.000 EACH| 400.00000 20000.00| | Elastomeric Bearings, Type 4 | | | 0300 513B015 2483.000 LF | 120.00000 297960.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -8 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 535A001 140.000 LF | 21.59000 3022.60| | 18" Side Drain Pipe | | | 0320 600A000 LUMP| 140000.00000 140000.00| | Mobilization | | | 0330 602A000 22.000 EACH| 153.35000 3373.70| | Right Of Way Markers | | | 0340 610C001 2020.000 TON | 32.00000 64640.00| | Loose Riprap, Class 2 | | | 0350 610D003 986.000 SQYD| 4.00000 3944.00| | Filter Blanket, Geotextile | | | 0360 619A101 6.000 EACH| 587.39000 3524.34| | 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0370 630A001 300.000 LF | 18.00000 5400.00| | Steel Beam Guardrail, Class A, Type 2 | | | 0380 630C003 4.000 EACH| 1100.00000 4400.00| | Guardrail End Anchor, Type 13 | | | 0390 630C050 4.000 EACH| 2100.00000 8400.00| | Guardrail End Anchor, Type 20 Series | | | 0400 650B000 1673.000 CUYD| 5.38000 9000.74| | Topsoil From Stockpiles | | | 0410 652A061 9.000 ACRE| 587.39000 5286.51| | Seeding (Mix 3E) | | | 0420 654A001 6330.000 SQYD| 3.52000 22281.60| | Solid Sodding (Bermuda) | | | 0430 656A001 9.000 ACRE| 587.39000 5286.51| | Mulching, Class A, Type 2 | | | 0440 659A002 1973.000 SQYD| 5.87000 11581.51| | Erosion Control Netting, Class C1 | | | 0450 665A000 5.000 ACRE| 440.54000 2202.70| | Temporary Seeding | | | 0460 665B000 5.000 ACRE| 440.54000 2202.70| | Temporary Mulching | | | 0470 665E000 500.000 SQYD| 2.00000 1000.00| | Polyethylene | | | 0480 665F000 500.000 EACH| 5.63000 2815.00| | Hay Bales | | | 0490 665G000 500.000 EACH| 3.84000 1920.00| | Sand Bags | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 032 -9 TABULATION OF BIDS CALL ORDER : 032 CONTRACT ID : 20040528032 COUNTIES : MOBILE LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 4 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 665I000 40.000 TON | 51.55000 2062.00| | Temporary Riprap, Class 2 | | | 0510 665J000 4300.000 LF | 3.34000 14362.00| | Silt Fence, Type A | | | 0520 665L000 1200.000 LF | 15.00000 18000.00| | Floating Basin Boom | | | 0530 680A000 LUMP| 30500.00000 30500.00| | Engineering Controls | | | 0540 701A031 2.000 MILE| 2500.00000 5000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0550 701A035 2.000 MILE| 2500.00000 5000.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0560 740B000 296.000 SQFT| 10.00000 2960.00| | Construction Signs | | | 0570 740D000 72.000 EACH| 100.00000 7200.00| | Channelizing Drums | | | 0580 740E000 120.000 EACH| 10.00000 1200.00| | Cones (36 Inches High) | | | 0590 740F002 8.000 EACH| 600.00000 4800.00| | Barricades, Type III | | | 0600 740I005 6.000 EACH| 800.00000 4800.00| | Warning Lights, Type B (Detachable Head | | | 0610 740M001 120.000 EACH| 10.00000 1200.00| | Ballast For Cone | | | SECTION TOTALS | $ 2,395,458.45| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 2,395,458.45| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -1 VENDOR RANKING CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 CONTRACT TIME : 365 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ACGBBRZ-6400(208) for constructing the Bridge Replacement and Approaches on Myers Road at Blackwater Creek north of Lupton. Length 0.274 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18036 RILEY BRIDGE & ENGINEERING CO., INC. $ 850,864.80 100.0000% 2 02088 B & B ENGINEERING & DESIGN, LLC $ 873,270.15 102.6332% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 905,798.57 106.4562% 4 13036 THE MORRIS GROUP, INC. $ 947,148.99 111.3160% 5 18024 RACON, INC. $ 948,091.52 111.4268% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -2 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN, |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 3700.00000 3700.00| 6000.00000 6000.00| 6000.00000 6000.00 Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206A000 LUMP| 29500.00000 29500.00| 17500.00000 17500.00| 16700.00000 16700.00 Removal Of Old Bridge, Station 5+20, | | | 157 Lt | | | 0030 210A000 2553.000 CUYD| 5.60000 14296.80| 6.00000 15318.00| 4.30000 10977.90 Unclassified Excavation | | | 0040 210D011 5224.000 CUYD| 7.75000 40486.00| 8.00000 41792.00| 10.00000 52240.00 Borrow Excavation (A-4 or Better) | | | 0050 214A000 123.000 CUYD| 6.45000 793.35| 20.00000 2460.00| 8.00000 984.00 Structure Excavation | | | 0060 214B001 37.000 CUYD| 27.50000 1017.50| 50.00000 1850.00| 25.00000 925.00 Foundation Backfill, Commercial | | | 0070 230A000 12.000 RBST| 270.00000 3240.00| 300.00000 3600.00| 300.00000 3600.00 Roadbed Processing | | | 0080 301A012 2885.000 SQYD| 8.25000 23801.25| 5.15000 14857.75| 5.75000 16588.75 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2823.000 SQYD| 0.85000 2399.55| 0.80000 2258.40| 0.89000 2512.47 Bituminous Treatment A | | | 0100 429A201 237.000 TON | 80.00000 18960.00| 76.00000 18012.00| 47.20000 11186.40 Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B202 468.000 TON | 63.00000 29484.00| 60.00000 28080.00| 45.35000 21223.80 Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0120 430B000 27.000 TON | 25.00000 675.00| 50.00000 1350.00| 20.00000 540.00 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 502A000 34400.000 LB | 0.61000 20984.00| 0.62000 21328.00| 0.70000 24080.00 Steel Reinforcement | | | 0140 502B000 LUMP| 36000.00000 36000.00| 38000.00000 38000.00| 42500.00000 42500.00 Steel Reinforcement For Bridge | | | Superstructure, Sta 4+77.00, Approx 60,| | | 200 Lbs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -3 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN, |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 418.000 LF | 28.00000 11704.00| 24.00000 10032.00| 28.00000 11704.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 506A000 36.000 LF | 150.00000 5400.00| 150.00000 5400.00| 425.00000 15300.00 Drilled Shaft Excavation, 4'-6" Diamete | | | 0170 506B003 40.000 LF | 975.00000 39000.00| 2000.00000 80000.00| 960.00000 38400.00 Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0180 506B004 10.000 LF | 1050.00000 10500.00| 2250.00000 22500.00| 960.00000 9600.00 Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0190 506C042 40.000 LF | 145.00000 5800.00| 100.00000 4000.00| 110.00000 4400.00 Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0200 506C043 46.000 LF | 180.00000 8280.00| 125.00000 5750.00| 110.00000 5060.00 Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506G002 4.000 EACH| 300.00000 1200.00| 100.00000 400.00| 1600.00000 6400.00 Crosshole Sonic Logging, 4'-0" Diameter | | | 0220 508A000 4880.000 LB | 3.69000 18007.20| 3.50000 17080.00| 3.50000 17080.00 Structural Steel | | | 0230 510A000 138.000 CUYD| 362.00000 49956.00| 425.00000 58650.00| 500.00000 69000.00 Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 85000.00000 85000.00| 122000.00000 122000.00| 123000.00000 123000.00 Bridge Concrete Superstructure, 4+77.00 | | | Approx 236 Cubic Yards | | | 0250 510E000 640.000 SQYD| 4.75000 3040.00| 4.00000 2560.00| 5.00000 3200.00 Grooving Concrete Bridge Decks | | | 0260 511A072 24.000 EACH| 376.00000 9024.00| 275.00000 6600.00| 420.00000 10080.00 Elastomeric Bearing Type4(Mark VB3) | | | 0270 513B005 947.000 LF | 120.00000 113640.00| 106.00000 100382.00| 123.75000 117191.25 Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0280 530A001 143.000 LF | 23.50000 3360.50| 22.00000 3146.00| 19.00000 2717.00 18" Roadway Pipe (Class 3 R.C.) | | | 0290 600A000 LUMP| 110000.00000 110000.00| 56000.00000 56000.00| 105780.30000 105780.30 Mobilization | | | 0300 602A000 29.000 EACH| 107.00000 3103.00| 150.00000 4350.00| 135.00000 3915.00 Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -4 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN, |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 610C001 2937.000 TON | 24.00000 70488.00| 20.00000 58740.00| 15.00000 44055.00 Loose Riprap, Class 2 | | | 0320 610D003 1486.000 SQYD| 1.75000 2600.50| 2.50000 3715.00| 1.25000 1857.50 Filter Blanket, Geotextile | | | 0330 619A002 3.000 EACH| 650.00000 1950.00| 250.00000 750.00| 600.00000 1800.00 18" Roadway Pipe End Treatment, Class 1 | | | 0340 621C027 1.000 EACH| 1800.00000 1800.00| 5000.00000 5000.00| 2000.00000 2000.00 Inlets, Type C | | | 0350 623B004 86.000 LF | 14.00000 1204.00| 25.00000 2150.00| 21.00000 1806.00 Concrete Curb, Type D | | | 0360 630A001 88.000 LF | 16.00000 1408.00| 22.00000 1936.00| 22.00000 1936.00 Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C003 4.000 EACH| 1325.00000 5300.00| 1500.00000 6000.00| 1450.00000 5800.00 Guardrail End Anchor, Type 13 | | | 0380 630C050 4.000 EACH| 1850.00000 7400.00| 1500.00000 6000.00| 1450.00000 5800.00 Guardrail End Anchor, Type 20 Series | | | 0390 637A000 1592.000 LF | 6.50000 10348.00| 6.00000 9552.00| 14.00000 22288.00 Fence Reset | | | 0400 650B000 579.000 CUYD| 5.35000 3097.65| 8.00000 4632.00| 6.80000 3937.20 Topsoil From Stockpiles | | | 0410 652A053 2.000 ACRE| 600.00000 1200.00| 3000.00000 6000.00| 1000.00000 2000.00 Seeding (Mix 1E) | | | 0420 656A001 2.000 ACRE| 700.00000 1400.00| 3000.00000 6000.00| 1000.00000 2000.00 Mulching, Class A, Type 2 | | | 0430 659A002 198.000 SQYD| 3.50000 693.00| 3.00000 594.00| 6.00000 1188.00 Erosion Control Netting, Class C1 | | | 0440 665A001 1.000 ACRE| 600.00000 600.00| 3000.00000 3000.00| 500.00000 500.00 Temporary Seeding | | | 0450 665B000 1.000 ACRE| 700.00000 700.00| 3000.00000 3000.00| 500.00000 500.00 Temporary Mulching | | | 0460 665F000 36.000 EACH| 6.00000 216.00| 25.00000 900.00| 5.00000 180.00 Hay Bales | | | 0470 665J000 290.000 LF | 5.60000 1624.00| 5.00000 1450.00| 3.00000 870.00 Silt Fence, Type A | | | 0480 680A000 LUMP| 13500.00000 13500.00| 20000.00000 20000.00| 33600.00000 33600.00 Engineering Controls | | | 0490 701A031 1.000 MILE| 2140.00000 2140.00| 3000.00000 3000.00| 2100.00000 2100.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -5 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 18036 |( 2 ) 02088 |( 3 ) 01007 |RILEY BRIDGE & ENGINEERING |B & B ENGINEERING & DESIGN, |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701A035 1.000 MILE| 2675.00000 2675.00| 3000.00000 3000.00| 2600.00000 2600.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0510 713A000 25.000 LF | 285.00000 7125.00| 165.00000 4125.00| 165.00000 4125.00 Permanent Barricades | | | 0520 740B000 347.000 SQFT| 10.50000 3643.50| 10.00000 3470.00| 10.00000 3470.00 Construction Signs | | | 0530 740F002 10.000 EACH| 265.00000 2650.00| 400.00000 4000.00| 250.00000 2500.00 Barricades, Type III | | | 0540 740I005 10.000 EACH| 475.00000 4750.00| 500.00000 5000.00| 600.00000 6000.00 Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 850,864.80| $ 873,270.15| $ 905,798.57 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 850,864.80| $ 873,270.15| $ 905,798.57 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -6 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 18024 |( ) |THE MORRIS GROUP, INC. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 201A001 LUMP| 6000.00000 6000.00| 6000.00000 6000.00| Clearing And Grubbing (Maximum | | | Allowable Bid $3000 Per Acre) | | | (Approximately 2 ACRES) | | | 0020 206A000 LUMP| 14000.00000 14000.00| 51700.00000 51700.00| Removal Of Old Bridge, Station 5+20, | | | 157 Lt | | | 0030 210A000 2553.000 CUYD| 6.00000 15318.00| 12.00000 30636.00| Unclassified Excavation | | | 0040 210D011 5224.000 CUYD| 8.00000 41792.00| 12.00000 62688.00| Borrow Excavation (A-4 or Better) | | | 0050 214A000 123.000 CUYD| 25.00000 3075.00| 8.00000 984.00| Structure Excavation | | | 0060 214B001 37.000 CUYD| 50.00000 1850.00| 36.00000 1332.00| Foundation Backfill, Commercial | | | 0070 230A000 12.000 RBST| 300.00000 3600.00| 1000.00000 12000.00| Roadbed Processing | | | 0080 301A012 2885.000 SQYD| 5.15000 14857.75| 6.00000 17310.00| Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0090 401A000 2823.000 SQYD| 0.80000 2258.40| 0.92000 2597.16| Bituminous Treatment A | | | 0100 429A201 237.000 TON | 76.00000 18012.00| 87.20000 20666.40| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0110 429B202 468.000 TON | 60.00000 28080.00| 68.83000 32212.44| Improved Bituminous Concrete Binder | | | Layer, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0120 430B000 27.000 TON | 50.00000 1350.00| 35.00000 945.00| Aggregate Surfacing (ALDOT #467 Or #57) | | | 0130 502A000 34400.000 LB | 0.75000 25800.00| 0.75000 25800.00| Steel Reinforcement | | | 0140 502B000 LUMP| 47000.00000 47000.00| 46300.00000 46300.00| Steel Reinforcement For Bridge | | | Superstructure, Sta 4+77.00, Approx 60,| | | 200 Lbs | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -7 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 18024 |( ) |THE MORRIS GROUP, INC. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 505M002 418.000 LF | 30.00000 12540.00| 30.24000 12640.32| Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0160 506A000 36.000 LF | 127.00000 4572.00| 145.06000 5222.16| Drilled Shaft Excavation, 4'-6" Diamete | | | 0170 506B003 40.000 LF | 848.00000 33920.00| 924.34000 36973.60| Special Drilled Shaft Excavation, 4'-0" | | | Diameter | | | 0180 506B004 10.000 LF | 901.00000 9010.00| 988.35000 9883.50| Special Drilled Shaft Excavation, 4'-6" | | | Diameter | | | 0190 506C042 40.000 LF | 127.00000 5080.00| 163.39000 6535.60| Drilled Shaft Construction, 4'-0" | | | Diameter, Class DS1 Concrete | | | 0200 506C043 46.000 LF | 159.00000 7314.00| 194.44000 8944.24| Drilled Shaft Construction, 4'-6" | | | Diameter, Class DS1 Concrete | | | 0210 506G002 4.000 EACH| 265.00000 1060.00| 286.77000 1147.08| Crosshole Sonic Logging, 4'-0" Diameter | | | 0220 508A000 4880.000 LB | 2.00000 9760.00| 3.00000 14640.00| Structural Steel | | | 0230 510A000 138.000 CUYD| 465.00000 64170.00| 313.50000 43263.00| Bridge Substructure Concrete, Class A | | | 0240 510C051 LUMP| 150000.00000 150000.00| 83870.00000 83870.00| Bridge Concrete Superstructure, 4+77.00 | | | Approx 236 Cubic Yards | | | 0250 510E000 640.000 SQYD| 4.00000 2560.00| 4.60000 2944.00| Grooving Concrete Bridge Decks | | | 0260 511A072 24.000 EACH| 300.00000 7200.00| 409.16000 9819.84| Elastomeric Bearing Type4(Mark VB3) | | | 0270 513B005 947.000 LF | 105.00000 99435.00| 134.52000 127390.44| Pretensioned-Prestressed Concrete | | | Girders, Type III (Specialty Item) | | | 0280 530A001 143.000 LF | 22.00000 3146.00| 32.00000 4576.00| 18" Roadway Pipe (Class 3 R.C.) | | | 0290 600A000 LUMP| 158500.00000 158500.00| 98860.00000 98860.00| Mobilization | | | 0300 602A000 29.000 EACH| 150.00000 4350.00| 101.30000 2937.70| Right Of Way Markers | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -8 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 18024 |( ) |THE MORRIS GROUP, INC. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0310 610C001 2937.000 TON | 20.00000 58740.00| 20.20000 59327.40| Loose Riprap, Class 2 | | | 0320 610D003 1486.000 SQYD| 2.50000 3715.00| 2.10000 3120.60| Filter Blanket, Geotextile | | | 0330 619A002 3.000 EACH| 250.00000 750.00| 680.00000 2040.00| 18" Roadway Pipe End Treatment, Class 1 | | | 0340 621C027 1.000 EACH| 5000.00000 5000.00| 4200.00000 4200.00| Inlets, Type C | | | 0350 623B004 86.000 LF | 10.00000 860.00| 15.00000 1290.00| Concrete Curb, Type D | | | 0360 630A001 88.000 LF | 15.00000 1320.00| 18.35000 1614.80| Steel Beam Guardrail, Class A, Type 2 | | | 0370 630C003 4.000 EACH| 1250.00000 5000.00| 1147.10000 4588.40| Guardrail End Anchor, Type 13 | | | 0380 630C050 4.000 EACH| 1750.00000 7000.00| 1835.36000 7341.44| Guardrail End Anchor, Type 20 Series | | | 0390 637A000 1592.000 LF | 6.00000 9552.00| 8.60000 13691.20| Fence Reset | | | 0400 650B000 579.000 CUYD| 8.00000 4632.00| 12.00000 6948.00| Topsoil From Stockpiles | | | 0410 652A053 2.000 ACRE| 450.00000 900.00| 980.00000 1960.00| Seeding (Mix 1E) | | | 0420 656A001 2.000 ACRE| 450.00000 900.00| 1150.00000 2300.00| Mulching, Class A, Type 2 | | | 0430 659A002 198.000 SQYD| 1.08000 213.84| 6.00000 1188.00| Erosion Control Netting, Class C1 | | | 0440 665A001 1.000 ACRE| 450.00000 450.00| 1150.00000 1150.00| Temporary Seeding | | | 0450 665B000 1.000 ACRE| 450.00000 450.00| 575.00000 575.00| Temporary Mulching | | | 0460 665F000 36.000 EACH| 6.00000 216.00| 6.00000 216.00| Hay Bales | | | 0470 665J000 290.000 LF | 3.00000 870.00| 3.50000 1015.00| Silt Fence, Type A | | | 0480 680A000 LUMP| 34000.00000 34000.00| 35710.00000 35710.00| Engineering Controls | | | 0490 701A031 1.000 MILE| 750.00000 750.00| 2295.00000 2295.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 034 -9 TABULATION OF BIDS CALL ORDER : 034 CONTRACT ID : 20040528034 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 13036 |( 5 ) 18024 |( ) |THE MORRIS GROUP, INC. |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0500 701A035 1.000 MILE| 750.00000 750.00| 2868.00000 2868.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0510 713A000 25.000 LF | 200.00000 5000.00| 150.00000 3750.00| Permanent Barricades | | | 0520 740B000 347.000 SQFT| 10.00000 3470.00| 8.60000 2984.20| Construction Signs | | | 0530 740F002 10.000 EACH| 250.00000 2500.00| 210.00000 2100.00| Barricades, Type III | | | 0540 740I005 10.000 EACH| 450.00000 4500.00| 500.00000 5000.00| Warning Lights, Type B (Detachable Head | | | SECTION TOTALS | $ 947,148.99| $ 948,091.52| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 947,148.99| $ 948,091.52| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 035 -1 VENDOR RANKING CALL ORDER : 035 CONTRACT ID : 20040528035 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 CONTRACT TIME : 30 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : STPNU-6424(200) for constructing the Resurfacing and Traffic Stripe on Wire Road from S.R.#124 in Townley to Holly Grove Road. Length 1.156 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 20011 TRI-COUNTY CONCRETE CONSTRUCTION, INC. $ 117,890.50 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 146,950.03 124.6496% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 035 -2 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040528035 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 04013 |( ) |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D001 520.000 LF | 2.10000 1092.00| 2.48000 1289.60| Removing Guardrail | | | 0020 305B060 230.000 TON | 18.25000 4197.50| 28.44000 6541.20| Crushed Aggregate, Section 825, for | | | Miscellaneous Use | | | 0030 401B108 13000.000 SQYD| 1.25200 16276.00| 1.49000 19370.00| Bituminous Treatment G (With Polymer | | | Additive) | | | 0040 405A000 100.000 GAL | 1.10000 110.00| 1.39000 139.00| Tack Coat | | | 0050 429A201 1270.000 TON | 33.50000 42545.00| 44.21000 56146.70| Improved Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range A | | | 0060 429C205 50.000 TON | 45.00000 2250.00| 113.72000 5686.00| Improved Bituminous Concrete Base Layer | | | Patching, 1 1/2" Maximum Aggregate Size | | | Mix, ESAL Range A | | | 0070 600A000 LUMP| 14500.00000 14500.00| 15395.00000 15395.00| Mobilization | | | 0080 630A015 520.000 LF | 18.90000 9828.00| 22.39000 11642.80| Steel Beam Guardrail, Class B, Type 2 | | | (Steel Posts) | | | 0090 630C022 4.000 EACH| 1650.00000 6600.00| 1953.75000 7815.00| Guardrail End Anchor, Type Special | | | 0100 630C050 2.000 EACH| 1600.00000 3200.00| 1894.55000 3789.10| Guardrail End Anchor, Type 20 Series | | | 0110 630C070 2.000 EACH| 1500.00000 3000.00| 1776.14000 3552.28| Guardrail End Anchor, Type 10 Series | | | 0120 701A031 3.000 MILE| 1200.00000 3600.00| 1436.03000 4308.09| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) | | | 0130 701A035 2.000 MILE| 1400.00000 2800.00| 1675.36000 3350.72| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | 0140 701A045 1.000 MILE| 800.00000 800.00| 957.35000 957.35| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 035 -3 TABULATION OF BIDS CALL ORDER : 035 CONTRACT ID : 20040528035 COUNTIES : WALKER LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 20011 |( 2 ) 04013 |( ) |TRI-COUNTY CONCRETE CONSTRU |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0150 701C000 2.000 MILE| 500.00000 1000.00| 598.34000 1196.68| Broken Temporary Traffic Stripe | | | 0160 701C001 4.000 MILE| 600.00000 2400.00| 718.01000 2872.04| Solid Temporary Traffic Stripe | | | 0170 740B000 191.000 SQFT| 12.00000 2292.00| 8.82000 1684.62| Construction Signs | | | 0180 740E000 50.000 EACH| 4.00000 200.00| 1.89000 94.50| Cones (36 Inches High) | | | 0190 740O000 1.000 EACH| 1200.00000 1200.00| 1119.35000 1119.35| Pilot Car | | | SECTION TOTALS | $ 117,890.50| $ 146,950.03| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 117,890.50| $ 146,950.03| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -1 VENDOR RANKING CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 CONTRACT TIME : 210 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : BR-7225(600) for constructing the Bridge Replacement on C.R.#67 (Republic Road) at Five Mile Creek west of Coalburg. Length - 0.070 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 13036 THE MORRIS GROUP, INC. $ 917,094.30 100.0000% 2 18024 RACON, INC. $ 950,297.55 103.6205% 3 01007 ALABAMA BRIDGE BUILDERS, INC. $ 998,694.55 108.8977% 4 02088 B & B ENGINEERING & DESIGN, LLC $ 1,000,537.52 109.0987% 5 14008 NEWELL & BUSH, INC. $ 1,089,204.85 118.7669% 6 04008 R. R. DAWSON BRIDGE COMPANY, LLC $ 1,249,522.70 136.2480% 7 13099 MCINNIS, LLC $ 1,280,910.80 139.6706% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -2 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 18024 |( 3 ) 01007 |THE MORRIS GROUP, INC. |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 67000.00000 67000.00| 73005.00000 73005.00| 60000.00000 60000.00 Removal Of Old Bridge, Station 6+47.00 | | | 0020 215A000 44.000 CUYD| 70.00000 3080.00| 74.06000 3258.64| 50.00000 2200.00 Unclassified Bridge Excavation | | | 0030 215B000 LUMP| 10000.00000 10000.00| 3950.00000 3950.00| 10000.00000 10000.00 Cofferdams Or Sheeting And Shoring, | | | Station 6+01.20 | | | 0040 450B000 307.000 SQYD| 65.00000 19955.00| 77.00000 23639.00| 65.00000 19955.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0050 502A001 66096.000 LB | 0.75000 49572.00| 0.76000 50232.96| 0.65000 42962.40 Steel Reinforcement (Grade 60) | | | 0060 502B000 LUMP| 54000.00000 54000.00| 74400.00000 74400.00| 55000.00000 55000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 6+01.20, | | | approximately 82857 lbs | | | 0070 505G003 28.000 EACH| 95.00000 2660.00| 113.00000 3164.00| 120.00000 3360.00 Pile Points (Type A, 12") | | | 0080 505H000 202.000 LF | 12.00000 2424.00| 139.20000 28118.40| 50.00000 10100.00 Pilot Holes | | | 0090 505M002 548.000 LF | 22.00000 12056.00| 30.00000 16440.00| 24.00000 13152.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 508A000 13113.000 LB | 2.00000 26226.00| 3.00000 39339.00| 3.00000 39339.00 Structural Steel | | | 0110 510A000 308.000 CUYD| 355.00000 109340.00| 300.00000 92400.00| 275.00000 84700.00 Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 147000.00000 147000.00| 150410.00000 150410.00| 205000.00000 205000.00 Bridge Concrete Superstructure, Station | | | 6+01.20, approximately 462 cubic | | | 0130 510E000 1223.000 SQYD| 2.10000 2568.30| 4.60000 5625.80| 2.50000 3057.50 Grooving Concrete Bridge Decks | | | 0140 511A073 36.000 EACH| 380.00000 13680.00| 371.00000 13356.00| 700.00000 25200.00 Elastomeric Bearing Type 4(Mark VB4) | | | 0150 513B015 1805.000 LF | 135.00000 243675.00| 146.31000 264089.55| 150.73000 272067.65 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -3 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 1 ) 13036 |( 2 ) 18024 |( 3 ) 01007 |THE MORRIS GROUP, INC. |RACON, INC. |ALABAMA BRIDGE BUILDERS, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 96600.00000 96600.00| 44041.00000 44041.00| 83100.00000 83100.00 Mobilization | | | 0170 606A000 366.000 LF | 10.00000 3660.00| 16.00000 5856.00| 15.00000 5490.00 6" Underdrain Pipe | | | 0180 606A012 106.000 LF | 10.00000 1060.00| 16.00000 1696.00| 15.00000 1590.00 6" Underdrain Pipe, Type 8 | | | (Non-Perforated) | | | 0190 608A000 111.000 SQYD| 3.00000 333.00| 3.50000 388.50| 2.50000 277.50 Separation Geotextile | | | 0200 610C001 2508.000 TON | 18.00000 45144.00| 19.35000 48529.80| 22.00000 55176.00 Loose Riprap, Class 2 | | | 0210 610D004 1487.000 SQYD| 3.00000 4461.00| 4.20000 6245.40| 2.50000 3717.50 Filter Blanket, Aggregate | | | 0220 665J000 650.000 LF | 4.00000 2600.00| 3.25000 2112.50| 5.00000 3250.00 Silt Fence, Type A | | | SECTION TOTALS | $ 917,094.30| $ 950,297.55| $ 998,694.55 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 917,094.30| $ 950,297.55| $ 998,694.55 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -4 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 14008 |( 6 ) 04008 |B & B ENGINEERING & DESIGN, |NEWELL & BUSH, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 65000.00000 65000.00| 75000.00000 75000.00| 70000.00000 70000.00 Removal Of Old Bridge, Station 6+47.00 | | | 0020 215A000 44.000 CUYD| 100.00000 4400.00| 35.00000 1540.00| 200.00000 8800.00 Unclassified Bridge Excavation | | | 0030 215B000 LUMP| 45000.00000 45000.00| 25000.00000 25000.00| 30000.00000 30000.00 Cofferdams Or Sheeting And Shoring, | | | Station 6+01.20 | | | 0040 450B000 307.000 SQYD| 80.00000 24560.00| 92.00000 28244.00| 100.00000 30700.00 Reinforced Cement Concrete Bridge End | | | Slab | | | 0050 502A001 66096.000 LB | 0.62000 40979.52| 0.85000 56181.60| 0.70000 46267.20 Steel Reinforcement (Grade 60) | | | 0060 502B000 LUMP| 54000.00000 54000.00| 63000.00000 63000.00| 75000.00000 75000.00 Steel Reinforcement For Bridge | | | Superstructure, Station 6+01.20, | | | approximately 82857 lbs | | | 0070 505G003 28.000 EACH| 150.00000 4200.00| 180.00000 5040.00| 150.00000 4200.00 Pile Points (Type A, 12") | | | 0080 505H000 202.000 LF | 125.00000 25250.00| 75.00000 15150.00| 150.00000 30300.00 Pilot Holes | | | 0090 505M002 548.000 LF | 26.00000 14248.00| 30.00000 16440.00| 40.00000 21920.00 Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 508A000 13113.000 LB | 3.00000 39339.00| 2.60000 34093.80| 3.00000 39339.00 Structural Steel | | | 0110 510A000 308.000 CUYD| 425.00000 130900.00| 385.00000 118580.00| 510.00000 157080.00 Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 240000.00000 240000.00| 227000.00000 227000.00| 260000.00000 260000.00 Bridge Concrete Superstructure, Station | | | 6+01.20, approximately 462 cubic | | | 0130 510E000 1223.000 SQYD| 3.00000 3669.00| 2.15000 2629.45| 2.50000 3057.50 Grooving Concrete Bridge Decks | | | 0140 511A073 36.000 EACH| 300.00000 10800.00| 375.00000 13500.00| 425.00000 15300.00 Elastomeric Bearing Type 4(Mark VB4) | | | 0150 513B015 1805.000 LF | 115.00000 207575.00| 135.00000 243675.00| 115.00000 207575.00 Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -5 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 4 ) 02088 |( 5 ) 14008 |( 6 ) 04008 |B & B ENGINEERING & DESIGN, |NEWELL & BUSH, INC. |R. R. DAWSON BRIDGE COMPANY, LL LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 25000.00000 25000.00| 104000.00000 104000.00| 140000.00000 140000.00 Mobilization | | | 0170 606A000 366.000 LF | 15.00000 5490.00| 8.00000 2928.00| 30.00000 10980.00 6" Underdrain Pipe | | | 0180 606A012 106.000 LF | 15.00000 1590.00| 12.00000 1272.00| 30.00000 3180.00 6" Underdrain Pipe, Type 8 | | | (Non-Perforated) | | | 0190 608A000 111.000 SQYD| 6.00000 666.00| 16.00000 1776.00| 3.00000 333.00 Separation Geotextile | | | 0200 610C001 2508.000 TON | 20.00000 50160.00| 18.00000 45144.00| 35.00000 87780.00 Loose Riprap, Class 2 | | | 0210 610D004 1487.000 SQYD| 3.00000 4461.00| 3.00000 4461.00| 3.00000 4461.00 Filter Blanket, Aggregate | | | 0220 665J000 650.000 LF | 5.00000 3250.00| 7.00000 4550.00| 5.00000 3250.00 Silt Fence, Type A | | | SECTION TOTALS | $ 1,000,537.52| $ 1,089,204.85| $ 1,249,522.70 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,000,537.52| $ 1,089,204.85| $ 1,249,522.70 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -6 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206A000 LUMP| 78000.00000 78000.00| | Removal Of Old Bridge, Station 6+47.00 | | | 0020 215A000 44.000 CUYD| 30.00000 1320.00| | Unclassified Bridge Excavation | | | 0030 215B000 LUMP| 60000.00000 60000.00| | Cofferdams Or Sheeting And Shoring, | | | Station 6+01.20 | | | 0040 450B000 307.000 SQYD| 100.00000 30700.00| | Reinforced Cement Concrete Bridge End | | | Slab | | | 0050 502A001 66096.000 LB | 0.80000 52876.80| | Steel Reinforcement (Grade 60) | | | 0060 502B000 LUMP| 67000.00000 67000.00| | Steel Reinforcement For Bridge | | | Superstructure, Station 6+01.20, | | | approximately 82857 lbs | | | 0070 505G003 28.000 EACH| 200.00000 5600.00| | Pile Points (Type A, 12") | | | 0080 505H000 202.000 LF | 175.00000 35350.00| | Pilot Holes | | | 0090 505M002 548.000 LF | 30.00000 16440.00| | Steel Piling Furnished And Driven (HP | | | 12 x 53) | | | 0100 508A000 13113.000 LB | 4.75000 62286.75| | Structural Steel | | | 0110 510A000 308.000 CUYD| 505.00000 155540.00| | Bridge Substructure Concrete, Class A | | | 0120 510C051 LUMP| 277000.00000 277000.00| | Bridge Concrete Superstructure, Station | | | 6+01.20, approximately 462 cubic | | | 0130 510E000 1223.000 SQYD| 3.25000 3974.75| | Grooving Concrete Bridge Decks | | | 0140 511A073 36.000 EACH| 400.00000 14400.00| | Elastomeric Bearing Type 4(Mark VB4) | | | 0150 513B015 1805.000 LF | 140.00000 252700.00| | Pretensioned-Prestressed Concrete | | | Girders, Type BT-54 (Specialty Item) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 038 -7 TABULATION OF BIDS CALL ORDER : 038 CONTRACT ID : 20040528038 COUNTIES : JEFFERSON LETTING DATE : 05/28/04 10:00 AM DIVISION : 03 ==================================================================================================================================== |( 7 ) 13099 |( ) |( ) |MCINNIS, LLC | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 600A000 LUMP| 75000.00000 75000.00| | Mobilization | | | 0170 606A000 366.000 LF | 20.00000 7320.00| | 6" Underdrain Pipe | | | 0180 606A012 106.000 LF | 20.00000 2120.00| | 6" Underdrain Pipe, Type 8 | | | (Non-Perforated) | | | 0190 608A000 111.000 SQYD| 8.00000 888.00| | Separation Geotextile | | | 0200 610C001 2508.000 TON | 27.00000 67716.00| | Loose Riprap, Class 2 | | | 0210 610D004 1487.000 SQYD| 5.50000 8178.50| | Filter Blanket, Aggregate | | | 0220 665J000 650.000 LF | 10.00000 6500.00| | Silt Fence, Type A | | | SECTION TOTALS | $ 1,280,910.80| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,280,910.80| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -1 VENDOR RANKING CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 CONTRACT TIME : 150 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : IAR-021-000-002 for constructing the Turn Lanes on U.S.#331 from 2 miles north of S.R.#10 to the S.M.A.R.T., LLC. factory north of Luverne. Length - 0.432 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 427,036.52 100.0000% 2 06005 FLOYD CONSTRUCTION COMPANY, INC. $ 457,363.34 107.1017% 3 03041 HILTON COOPER CONTRACTING, INC. $ 458,883.15 107.4576% 4 14007 W. S. NEWELL & SONS, INC. $ 486,626.78 113.9544% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -2 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 06005 |( 3 ) 03041 |WIREGRASS CONSTRUCTION COMP |FLOYD CONSTRUCTION COMPANY, |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B009 LUMP| 4500.00000 4500.00| 3800.00000 3800.00| 2400.00000 2400.00 Removal Of Old Box Culvert, (Partial), | | | Station 147+34 | | | 0020 206D000 406.000 LF | 5.54000 2249.24| 6.00000 2436.00| 5.50000 2233.00 Removing Pipe | | | 0030 206D007 300.000 LF | 5.53000 1659.00| 4.00000 1200.00| 5.50000 1650.00 Removing Concrete Flume | | | 0040 206E000 14.000 EACH| 329.41000 4611.74| 175.00000 2450.00| 325.00000 4550.00 Removing Headwalls | | | 0050 210A000 5355.000 CUYD| 4.00000 21420.00| 6.00000 32130.00| 5.00000 26775.00 Unclassified Excavation | | | 0060 210D001 1978.000 CUYD| 8.00000 15824.00| 7.50000 14835.00| 13.40000 26505.20 Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 20.000 CUYD| 13.37000 267.40| 8.00000 160.00| 13.25000 265.00 Structure Excavation | | | 0080 214B000 7.000 CUYD| 14.08000 98.56| 7.50000 52.50| 13.95000 97.65 Foundation Backfill, Local | | | 0090 230A000 23.000 RBST| 300.00000 6900.00| 600.00000 13800.00| 290.00000 6670.00 Roadbed Processing | | | 0100 301A252 8232.000 SQYD| 7.75000 63798.00| 6.75000 55566.00| 7.60000 62563.20 Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0110 401A000 6912.000 SQYD| 0.50000 3456.00| 0.55000 3801.60| 0.65000 4492.80 Bituminous Treatment A | | | 0120 405A000 521.000 GAL | 2.50000 1302.50| 4.20000 2188.20| 5.00000 2605.00 Tack Coat | | | 0130 424A361 880.000 TON | 49.75000 43780.00| 47.70000 41976.00| 56.30000 49544.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 50.000 TON | 75.00000 3750.00| 62.60000 3130.00| 74.00000 3700.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 988.000 TON | 48.75000 48165.00| 47.70000 47127.60| 56.30000 55624.40 Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -3 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 06005 |( 3 ) 03041 |WIREGRASS CONSTRUCTION COMP |FLOYD CONSTRUCTION COMPANY, |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B682 1076.000 TON | 48.25000 51917.00| 47.20000 50787.20| 55.70000 59933.20 Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 428B000 3758.000 LF | 0.23000 864.34| 0.28000 1052.24| 0.30000 1127.40 Scoring Bituminous Pavement Surface By | | | Rolling | | | 0180 430B000 65.000 TON | 15.00000 975.00| 24.00000 1560.00| 26.75000 1738.75 Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 530A002 124.000 LF | 34.87000 4323.88| 35.00000 4340.00| 34.55000 4284.20 24" Roadway Pipe (Class 3 R.C.) | | | 0200 530A003 24.000 LF | 45.33000 1087.92| 53.00000 1272.00| 45.00000 1080.00 30" Roadway Pipe (Class 3 R.C.) | | | 0210 535A002 156.000 LF | 31.72000 4948.32| 31.00000 4836.00| 31.45000 4906.20 24" Side Drain Pipe | | | 0220 600A000 LUMP| 40000.00000 40000.00| 38996.00000 38996.00| 22500.00000 22500.00 Mobilization | | | 0230 602A000 20.000 EACH| 133.08000 2661.60| 95.00000 1900.00| 135.00000 2700.00 Right Of Way Markers | | | 0240 614A000 35.000 CUYD| 246.27000 8619.45| 240.00000 8400.00| 245.00000 8575.00 Slope Paving | | | 0250 619A003 2.000 EACH| 757.76000 1515.52| 525.00000 1050.00| 750.00000 1500.00 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619A004 2.000 EACH| 947.20000 1894.40| 650.00000 1300.00| 940.00000 1880.00 30" Roadway Pipe End Treatment, Class 1 | | | 0270 619A102 6.000 EACH| 919.38000 5516.28| 650.00000 3900.00| 910.00000 5460.00 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 621A022 2.000 EACH| 3157.32000 6314.64| 3400.00000 6800.00| 3200.00000 6400.00 Junction Boxes, Type 1 (Modified) | | | 0290 650B000 1846.000 CUYD| 2.22000 4098.12| 5.00000 9230.00| 2.20000 4061.20 Topsoil From Stockpiles | | | 0300 651B000 4.000 TON | 100.94000 403.76| 100.00000 400.00| 37.50000 150.00 Agricultural Limestone | | | 0310 652A061 2.000 ACRE| 605.63000 1211.26| 500.00000 1000.00| 565.00000 1130.00 Seeding (Mix 3E) | | | 0320 654A001 127.000 SQYD| 3.53000 448.31| 6.00000 762.00| 4.40000 558.80 Solid Sodding (Bermuda) | | | 0330 656A000 2.000 ACRE| 605.63000 1211.26| 500.00000 1000.00| 500.00000 1000.00 Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -4 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 06005 |( 3 ) 03041 |WIREGRASS CONSTRUCTION COMP |FLOYD CONSTRUCTION COMPANY, |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665F000 100.000 EACH| 7.07000 707.00| 4.00000 400.00| 5.00000 500.00 Hay Bales | | | 0350 665J000 1500.000 LF | 4.04000 6060.00| 6.00000 9000.00| 4.00000 6000.00 Silt Fence, Type A | | | 0360 680A000 LUMP| 4500.00000 4500.00| 18862.00000 18862.00| 4000.00000 4000.00 Engineering Controls | | | 0370 701A028 3.000 MILE| 2040.22000 6120.66| 2000.00000 6000.00| 1375.00000 4125.00 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0380 701A048 3.000 MILE| 2550.28000 7650.84| 2500.00000 7500.00| 1700.00000 5100.00 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 600.000 LF | 1.02000 612.00| 1.00000 600.00| 1.25000 750.00 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701C001 7.000 MILE| 612.07000 4284.49| 600.00000 4200.00| 750.00000 5250.00 Solid Temporary Traffic Stripe | | | 0410 701D007 2.000 MILE| 1683.19000 3366.38| 1650.00000 3300.00| 1900.00000 3800.00 Solid Traffic Stripe Removed (Paint) | | | 0420 701D008 1.000 MILE| 1785.20000 1785.20| 1750.00000 1750.00| 1550.00000 1550.00 Solid Traffic Stripe Removed (Plastic) | | | 0430 701D014 1.000 MILE| 1326.15000 1326.15| 1300.00000 1300.00| 1425.00000 1425.00 Broken Traffic Stripe Removed (Paint) | | | 0440 701D015 2.000 MILE| 1428.16000 2856.32| 1400.00000 2800.00| 1000.00000 2000.00 Broken Traffic Stripe Removed (Plastic) | | | 0450 703A002 2414.000 SQFT| 2.55000 6155.70| 2.50000 6035.00| 3.10000 7483.40 Traffic Control Markings, Class 2, Type | | | A | | | 0460 703B002 180.000 SQFT| 3.57000 642.60| 3.50000 630.00| 4.40000 792.00 Traffic Control Legends, Class 2, Type | | | 0470 703D001 539.000 SQFT| 1.53000 824.67| 1.50000 808.50| 1.60000 862.40 Temporary Traffic Control Markings | | | 0480 705A030 128.000 EACH| 5.61000 718.08| 5.50000 704.00| 6.90000 883.20 Pavement Markers, Class A-H, Type 2-C | | | 0490 705A032 459.000 EACH| 5.61000 2574.99| 5.50000 2524.50| 6.90000 3167.10 Pavement Markers, Class A-H, Type 1-B | | | 0500 705A037 121.000 EACH| 5.61000 678.81| 5.50000 665.50| 6.90000 834.90 Pavement Markers, Class A-H, Type 2-D | | | 0510 705A038 231.000 EACH| 5.61000 1295.91| 5.50000 1270.50| 6.90000 1593.90 Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -5 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 23024 |( 2 ) 06005 |( 3 ) 03041 |WIREGRASS CONSTRUCTION COMP |FLOYD CONSTRUCTION COMPANY, |HILTON COOPER CONTRACTING, INC. LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 740B000 325.000 SQFT| 7.79000 2531.75| 18.00000 5850.00| 10.00000 3250.00 Construction Signs | | | 0530 740D000 150.000 EACH| 53.31000 7996.50| 90.00000 13500.00| 67.00000 10050.00 Channelizing Drums | | | 0540 740E000 75.000 EACH| 8.51000 638.25| 30.00000 2250.00| 16.50000 1237.50 Cones (36 Inches High) | | | 0550 740F002 2.000 EACH| 303.32000 606.64| 300.00000 600.00| 290.00000 580.00 Barricades, Type III | | | 0560 740I005 3.000 EACH| 132.36000 397.08| 225.00000 675.00| 1015.00000 3045.00 Warning Lights, Type B (Detachable Head | | | 0570 740M001 75.000 EACH| 5.52000 414.00| 12.00000 900.00| 19.25000 1443.75 Ballast For Cone | | | 0580 740O000 1.000 EACH| 2500.00000 2500.00| 2000.00000 2000.00| 10500.00000 10500.00 Pilot Car | | | SECTION TOTALS | $ 427,036.52| $ 457,363.34| $ 458,883.15 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 427,036.52| $ 457,363.34| $ 458,883.15 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -6 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( ) |( ) |W. S. NEWELL & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206B009 LUMP| 4950.00000 4950.00| | Removal Of Old Box Culvert, (Partial), | | | Station 147+34 | | | 0020 206D000 406.000 LF | 8.00000 3248.00| | Removing Pipe | | | 0030 206D007 300.000 LF | 5.00000 1500.00| | Removing Concrete Flume | | | 0040 206E000 14.000 EACH| 250.00000 3500.00| | Removing Headwalls | | | 0050 210A000 5355.000 CUYD| 6.00000 32130.00| | Unclassified Excavation | | | 0060 210D001 1978.000 CUYD| 10.00000 19780.00| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0070 214A000 20.000 CUYD| 30.00000 600.00| | Structure Excavation | | | 0080 214B000 7.000 CUYD| 15.00000 105.00| | Foundation Backfill, Local | | | 0090 230A000 23.000 RBST| 350.00000 8050.00| | Roadbed Processing | | | 0100 301A252 8232.000 SQYD| 8.04000 66185.28| | Soil Aggregate Base Course, Type C, | | | Yard Mixed, 6" Compacted Thickness | | | 0110 401A000 6912.000 SQYD| 0.50000 3456.00| | Bituminous Treatment A | | | 0120 405A000 521.000 GAL | 4.00000 2084.00| | Tack Coat | | | 0130 424A361 880.000 TON | 45.00000 39600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0140 424A366 50.000 TON | 59.00000 2950.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B652 988.000 TON | 45.00000 44460.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -7 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( ) |( ) |W. S. NEWELL & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B682 1076.000 TON | 44.50000 47882.00| | Superpave Bituminous Concrete Lower | | | Binder Layer, 1 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0170 428B000 3758.000 LF | 0.25000 939.50| | Scoring Bituminous Pavement Surface By | | | Rolling | | | 0180 430B000 65.000 TON | 50.00000 3250.00| | Aggregate Surfacing (ALDOT #467 Or #57) | | | 0190 530A002 124.000 LF | 35.00000 4340.00| | 24" Roadway Pipe (Class 3 R.C.) | | | 0200 530A003 24.000 LF | 50.00000 1200.00| | 30" Roadway Pipe (Class 3 R.C.) | | | 0210 535A002 156.000 LF | 35.00000 5460.00| | 24" Side Drain Pipe | | | 0220 600A000 LUMP| 65000.00000 65000.00| | Mobilization | | | 0230 602A000 20.000 EACH| 165.00000 3300.00| | Right Of Way Markers | | | 0240 614A000 35.000 CUYD| 225.00000 7875.00| | Slope Paving | | | 0250 619A003 2.000 EACH| 600.00000 1200.00| | 24" Roadway Pipe End Treatment, Class 1 | | | 0260 619A004 2.000 EACH| 700.00000 1400.00| | 30" Roadway Pipe End Treatment, Class 1 | | | 0270 619A102 6.000 EACH| 600.00000 3600.00| | 24" Side Drain Pipe End Treatment, | | | Class 1 | | | 0280 621A022 2.000 EACH| 2500.00000 5000.00| | Junction Boxes, Type 1 (Modified) | | | 0290 650B000 1846.000 CUYD| 4.00000 7384.00| | Topsoil From Stockpiles | | | 0300 651B000 4.000 TON | 50.00000 200.00| | Agricultural Limestone | | | 0310 652A061 2.000 ACRE| 500.00000 1000.00| | Seeding (Mix 3E) | | | 0320 654A001 127.000 SQYD| 5.00000 635.00| | Solid Sodding (Bermuda) | | | 0330 656A000 2.000 ACRE| 450.00000 900.00| | Mulching, Class A, Type 1 | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -8 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( ) |( ) |W. S. NEWELL & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0340 665F000 100.000 EACH| 8.00000 800.00| | Hay Bales | | | 0350 665J000 1500.000 LF | 6.00000 9000.00| | Silt Fence, Type A | | | 0360 680A000 LUMP| 21000.00000 21000.00| | Engineering Controls | | | 0370 701A028 3.000 MILE| 2000.00000 6000.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0380 701A048 3.000 MILE| 2500.00000 7500.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0390 701B009 600.000 LF | 1.00000 600.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0400 701C001 7.000 MILE| 600.00000 4200.00| | Solid Temporary Traffic Stripe | | | 0410 701D007 2.000 MILE| 1650.00000 3300.00| | Solid Traffic Stripe Removed (Paint) | | | 0420 701D008 1.000 MILE| 1750.00000 1750.00| | Solid Traffic Stripe Removed (Plastic) | | | 0430 701D014 1.000 MILE| 1300.00000 1300.00| | Broken Traffic Stripe Removed (Paint) | | | 0440 701D015 2.000 MILE| 1400.00000 2800.00| | Broken Traffic Stripe Removed (Plastic) | | | 0450 703A002 2414.000 SQFT| 2.50000 6035.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0460 703B002 180.000 SQFT| 3.50000 630.00| | Traffic Control Legends, Class 2, Type | | | 0470 703D001 539.000 SQFT| 1.50000 808.50| | Temporary Traffic Control Markings | | | 0480 705A030 128.000 EACH| 5.50000 704.00| | Pavement Markers, Class A-H, Type 2-C | | | 0490 705A032 459.000 EACH| 5.50000 2524.50| | Pavement Markers, Class A-H, Type 1-B | | | 0500 705A037 121.000 EACH| 5.50000 665.50| | Pavement Markers, Class A-H, Type 2-D | | | 0510 705A038 231.000 EACH| 5.50000 1270.50| | Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 050 -9 TABULATION OF BIDS CALL ORDER : 050 CONTRACT ID : 20040528050 COUNTIES : CRENSHAW LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 4 ) 14007 |( ) |( ) |W. S. NEWELL & SONS, INC. | | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0520 740B000 325.000 SQFT| 15.00000 4875.00| | Construction Signs | | | 0530 740D000 150.000 EACH| 85.00000 12750.00| | Channelizing Drums | | | 0540 740E000 75.000 EACH| 25.00000 1875.00| | Cones (36 Inches High) | | | 0550 740F002 2.000 EACH| 450.00000 900.00| | Barricades, Type III | | | 0560 740I005 3.000 EACH| 300.00000 900.00| | Warning Lights, Type B (Detachable Head | | | 0570 740M001 75.000 EACH| 15.00000 1125.00| | Ballast For Cone | | | 0580 740O000 1.000 EACH| 150.00000 150.00| | Pilot Car | | | SECTION TOTALS | $ 486,626.78| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 486,626.78| $ 0.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 051 -1 VENDOR RANKING CALL ORDER : 051 CONTRACT ID : 20040528051 COUNTIES : BALDWIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : PROJECT(S) : ST-002-042-014 for constructing the Turn Lanes on S.R.#42 (U.S.#98) at various locations in Daphne as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 23029 J. S. WALTON & COMPANY, INC. $ 245,277.50 100.0000% 2 23011 HOSEA O. WEAVER & SONS, INC. $ 272,720.67 111.1886% 3 07050 GULF EQUIPMENT CORPORATION $ 299,239.66 122.0005% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 051 -2 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040528051 COUNTIES : BALDWIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206E000 8.000 EACH| 291.71000 2333.68| 217.10000 1736.80| 950.00000 7600.00 Removing Headwalls | | | 0020 210A000 1008.000 CUYD| 8.67000 8739.36| 14.81000 14928.48| 11.25000 11340.00 Unclassified Excavation | | | 0030 210D022 773.000 CUYD| 8.71000 6732.83| 4.00000 3092.00| 12.75000 9855.75 Borrow Excavation (Loose Truckbed | | | Measurement)(A-2-4(0) or A-4(0) | | | 0040 230A000 23.000 RBST| 249.58000 5740.34| 381.95000 8784.85| 555.00000 12765.00 Roadbed Processing | | | 0050 301A012 3422.000 SQYD| 8.60000 29429.20| 11.86000 40584.92| 14.85000 50816.70 Crushed Aggregate Base Course, Type B, | | | Plant Mixed, 6" Compacted Thickness | | | 0060 401A000 3232.000 SQYD| 1.80000 5817.60| 0.72000 2327.04| 3.55000 11473.60 Bituminous Treatment A | | | 0070 405A000 315.000 GAL | 3.50000 1102.50| 4.00000 1260.00| 2.10000 661.50 Tack Coat | | | 0080 424A360 200.000 TON | 72.16000 14432.00| 81.88000 16376.00| 49.50000 9900.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424B651 433.000 TON | 72.16000 31245.28| 66.08000 28612.64| 69.50000 30093.50 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0100 424B655 25.000 TON | 56.37000 1409.25| 90.54000 2263.50| 75.00000 1875.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424B659 25.000 TON | 72.16000 1804.00| 90.54000 2263.50| 55.00000 1375.00 Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B681 436.000 TON | 72.16000 31461.76| 67.54000 29447.44| 69.00000 30084.00 Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 535A411 64.000 LF | 37.65000 2409.60| 100.49000 6431.36| 22.85000 1462.40 18" Side Drain Pipe (Class 3 R.C.) | | | (Extension) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 051 -3 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040528051 COUNTIES : BALDWIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 600A000 LUMP| 60211.21000 60211.21| 44243.88000 44243.88| 40000.00000 40000.00 Mobilization | | | 0150 619A002 8.000 EACH| 461.28000 3690.24| 408.94000 3271.52| 750.00000 6000.00 18" Roadway Pipe End Treatment, Class 1 | | | 0160 620A000 2.000 CUYD| 688.07000 1376.14| 895.52000 1791.04| 950.00000 1900.00 Minor Structure Concrete | | | 0170 621A000 1.000 EACH| 1748.82000 1748.82| 2016.62000 2016.62| 2200.00000 2200.00 Junction Boxes, Type 1, 1P Or 5 | | | 0180 650A000 450.000 CUYD| 19.02000 8559.00| 13.32000 5994.00| 16.50000 7425.00 Topsoil | | | 0190 652A061 1.000 ACRE| 1276.25000 1276.25| 1443.00000 1443.00| 1200.00000 1200.00 Seeding (Mix 3E) | | | 0200 654A001 26.000 SQYD| 7.38000 191.88| 5.00000 130.00| 7.75000 201.50 Solid Sodding (Bermuda) | | | 0210 656A000 1.000 ACRE| 1081.92000 1081.92| 1357.24000 1357.24| 1000.00000 1000.00 Mulching, Class A, Type 1 | | | 0220 665F000 240.000 EACH| 6.24000 1497.60| 6.25000 1500.00| 8.50000 2040.00 Hay Bales | | | 0230 665J000 951.000 LF | 4.81000 4574.31| 4.28000 4070.28| 7.89000 7503.39 Silt Fence, Type A | | | 0240 701A028 1.000 MILE| 2254.90000 2254.90| 2000.00000 2000.00| 2222.22000 2222.22 Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0250 701A032 1.000 MILE| 2254.90000 2254.90| 2000.00000 2000.00| 2222.22000 2222.22 Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0260 701B009 1996.000 LF | 1.13000 2255.48| 1.00000 1996.00| 1.11000 2215.56 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0270 701C001 1.000 MILE| 1127.45000 1127.45| 1000.00000 1000.00| 1111.11000 1111.11 Solid Temporary Traffic Stripe | | | 0280 701D008 1.000 MILE| 2254.90000 2254.90| 2000.00000 2000.00| 2222.22000 2222.22 Solid Traffic Stripe Removed (Plastic) | | | 0290 703A002 222.000 SQFT| 5.64000 1252.08| 5.00000 1110.00| 5.55000 1232.10 Traffic Control Markings, Class 2, Type | | | A | | | 0300 703B002 269.000 SQFT| 5.64000 1517.16| 5.00000 1345.00| 5.55000 1492.95 Traffic Control Legends, Class 2, Type | | | 0310 703D001 222.000 SQFT| 1.69000 375.18| 1.50000 333.00| 1.67000 370.74 Temporary Traffic Control Markings | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 051 -4 TABULATION OF BIDS CALL ORDER : 051 CONTRACT ID : 20040528051 COUNTIES : BALDWIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 09 ==================================================================================================================================== |( 1 ) 23029 |( 2 ) 23011 |( 3 ) 07050 |J. S. WALTON & COMPANY, INC |HOSEA O. WEAVER & SONS, INC |GULF EQUIPMENT CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 705A030 60.000 EACH| 6.76000 405.60| 6.00000 360.00| 6.67000 400.20 Pavement Markers, Class A-H, Type 2-C | | | 0330 740B000 802.000 SQFT| 2.87000 2301.74| 6.31000 5060.62| 14.00000 11228.00 Construction Signs | | | 0340 740D000 250.000 EACH| 6.01000 1502.50| 81.97000 20492.50| 75.00000 18750.00 Channelizing Drums | | | 0350 741C010 2.000 EACH| 455.42000 910.84| 5548.72000 11097.44| 3500.00000 7000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 245,277.50| $ 272,720.67| $ 299,239.66 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 245,277.50| $ 272,720.67| $ 299,239.66 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 054 -1 VENDOR RANKING CALL ORDER : 054 CONTRACT ID : 20040528054 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 CONTRACT TIME : 35 Working Days (available days) CONTRACT DESCRIPTION : RURAL PROJECT(S) : ST-019-021-002 for constructing the Resurfacing and Traffic Stripe on S.R.#21 (U.S.#231) from north of Rockford (MP 191.600) to Hanover (MP 197.400). Length - 5.800 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 892,391.93 100.0000% 2 04013 DUNN CONSTRUCTION COMPANY, INC. $ 1,076,371.24 120.6164% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 054 -2 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040528054 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 6.000 EACH| 140.51000 843.06| 155.14000 930.84| Mailbox Reset, Single | | | 0020 401B100 94550.000 SQYD| 0.58000 54839.00| 0.62000 58621.00| Bituminous Treatment E (With Polymer | | | Additive) | | | 0030 405A000 6585.000 GAL | 1.25000 8231.25| 0.90000 5926.50| Tack Coat | | | 0040 408A052 3600.000 SQYD| 6.04000 21744.00| 2.38000 8568.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0050 424A356 6294.000 TON | 30.00000 188820.00| 43.04000 270893.76| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424A359 100.000 TON | 79.88000 7988.00| 51.81000 5181.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0070 424A366 100.000 TON | 79.88000 7988.00| 48.34000 4834.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B654 100.000 TON | 86.63000 8663.00| 78.89000 7889.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B658 10345.000 TON | 35.73000 369626.85| 41.23000 426524.35| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B661 100.000 TON | 78.77000 7877.00| 52.09000 5209.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 430B043 6350.000 TON | 12.56000 79756.00| 16.63000 105600.50| Aggregate Surfacing (1" Down, Crusher | | | Run) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 054 -3 TABULATION OF BIDS CALL ORDER : 054 CONTRACT ID : 20040528054 COUNTIES : COOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 04 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 04013 |( ) |APAC-SOUTHEAST, INC. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0120 600A000 LUMP| 63500.00000 63500.00| 100000.00000 100000.00| Mobilization | | | 0130 701A028 12.000 MILE| 1575.00000 18900.00| 1697.00000 20364.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0140 701A041 1.000 MILE| 1134.00000 1134.00| 1221.84000 1221.84| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A046 3.000 MILE| 1134.00000 3402.00| 1221.84000 3665.52| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A048 8.000 MILE| 1785.00000 14280.00| 1923.25000 15386.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701B009 744.000 LF | 1.05000 781.20| 1.13000 840.72| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0180 701C000 12.000 MILE| 367.50000 4410.00| 395.97000 4751.64| Broken Temporary Traffic Stripe | | | 0190 701C001 24.000 MILE| 472.50000 11340.00| 509.10000 12218.40| Solid Temporary Traffic Stripe | | | 0200 703A002 760.000 SQFT| 2.94000 2234.40| 3.17000 2409.20| Traffic Control Markings, Class 2, Type | | | A | | | 0210 703B002 45.000 SQFT| 3.36000 151.20| 3.62000 162.90| Traffic Control Legends, Class 2, Type | | | 0220 703D001 200.000 SQFT| 1.89000 378.00| 2.04000 408.00| Temporary Traffic Control Markings | | | 0230 740B000 894.000 SQFT| 7.88000 7044.72| 8.38000 7491.72| Construction Signs | | | 0240 740O000 1.000 EACH| 8460.25000 8460.25| 7273.35000 7273.35| Pilot Car | | | SECTION TOTALS | $ 892,391.93| $ 1,076,371.24| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 892,391.93| $ 1,076,371.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 055 -1 VENDOR RANKING CALL ORDER : 055 CONTRACT ID : 20040528055 COUNTIES : FAYETTE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 CONTRACT TIME : 40 Working Days (available days) CONTRACT DESCRIPTION : TUSCALOOSA PROJECT(S) : ST-029-018-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#18 from S.R.#96 (MP 27.800) in Fayette to MP 31.546. Length - 3.746 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 1,258,300.41 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 055 -2 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040528055 COUNTIES : FAYETTE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 210D001 833.000 CUYD| 17.92000 14927.36| | Borrow Excavation (Loose Truckbed | | | Measurement) | | | 0030 305B060 100.000 TON | 14.75000 1475.00| | Crushed Aggregate, Section 825, 1" Down | | | 0040 405A000 9278.000 GAL | 1.25000 11597.50| | Tack Coat | | | 0050 408A051 30895.000 SQYD| 1.26000 38927.70| | Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0060 408A053 35408.000 SQYD| 1.66000 58777.28| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0070 410C000 1.000 EACH| 5000.00000 5000.00| | Contractor Retained Profilograph | | | 0080 424A360 5798.000 TON | 49.29000 285783.42| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A363 300.000 TON | 75.00000 22500.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424A366 25.000 TON | 49.29000 1232.25| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 424A369 287.000 TON | 65.00000 18655.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0120 424B651 10139.000 TON | 44.50000 451185.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0130 424B655 300.000 TON | 75.00000 22500.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 055 -3 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040528055 COUNTIES : FAYETTE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 424B659 3989.000 TON | 44.50000 177510.50| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 600A000 LUMP| 64925.00000 64925.00| | Mobilization | | | 0160 651B000 2.000 TON | 125.00000 250.00| | Agricultural Limestone | | | 0170 651C000 2.000 TON | 100.00000 200.00| | 8-8-8 Commercial Fertilizer | | | 0180 652A053 1.000 ACRE| 900.00000 900.00| | Seeding (Mix 1E) | | | 0190 656A000 1.000 ACRE| 900.00000 900.00| | Mulching, Class A, Type 1 | | | 0200 665F000 60.000 EACH| 6.00000 360.00| | Hay Bales | | | 0210 665J000 600.000 LF | 5.00000 3000.00| | Silt Fence, Type A | | | 0220 701A028 7.000 MILE| 1575.00000 11025.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0230 701A041 1.000 MILE| 1100.00000 1100.00| | Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0240 701A046 3.000 MILE| 1050.00000 3150.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0250 701A048 4.000 MILE| 1790.00000 7160.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0260 701C000 6.000 MILE| 520.00000 3120.00| | Broken Temporary Traffic Stripe | | | 0270 701C001 14.000 MILE| 590.00000 8260.00| | Solid Temporary Traffic Stripe | | | 0280 701G125 3190.000 LF | 4.06000 12951.40| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0290 701G129 1595.000 LF | 1.70000 2711.50| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 055 -4 TABULATION OF BIDS CALL ORDER : 055 CONTRACT ID : 20040528055 COUNTIES : FAYETTE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 04013 |( ) |S. T. BUNN CONSTRUCTION CO. |DUNN CONSTRUCTION CO., INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 701H001 3190.000 LF | 0.60000 1914.00| | Solid Traffic Stripe Removed (Plastic) | | | 0310 701H006 1595.000 LF | 0.60000 957.00| | Broken Traffic Stripe Removed (Plastic) | | | 0320 703A002 930.000 SQFT| 2.50000 2325.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0330 703B002 45.000 SQFT| 3.50000 157.50| | Traffic Control Legends, Class 2, Type | | | 0340 703D001 930.000 SQFT| 1.50000 1395.00| | Temporary Traffic Control Markings | | | 0350 705A031 192.000 EACH| 5.25000 1008.00| | Pavement Markers, Class A-H, Type 1-A | | | 0360 705A032 53.000 EACH| 5.25000 278.25| | Pavement Markers, Class A-H, Type 1-B | | | 0370 705A037 537.000 EACH| 5.25000 2819.25| | Pavement Markers, Class A-H, Type 2-D | | | 0380 710A115 32.000 SQFT| 15.75000 504.00| | Class 4, Aluminum Flat Sign Panels 0. | | | 08" Thick Or Steel Flat Sign Panels 14 | | | Gauge (Type III Or Type IV Background) | | | 0390 710B001 30.000 LF | 7.50000 225.00| | Roadway Sign Post (#3 "U" Channel | | | Galvanized Steel) | | | 0400 740B000 1103.000 SQFT| 11.00000 12133.00| | Construction Signs | | | 0410 740D000 150.000 EACH| 10.00000 1500.00| | Channelizing Drums | | | 0420 740O000 1.000 EACH| 1000.00000 1000.00| | Pilot Car | | | 0430 741C010 1.000 EACH| 2000.00000 2000.00| | Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,258,300.41| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,258,300.41| $ 1,076,371.24| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 056 -1 VENDOR RANKING CALL ORDER : 056 CONTRACT ID : 20040528056 COUNTIES : FRANKLIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 75 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-030-013-001 for constructing the Planing, Resurfacing and Traffic Stripe on S.R.#13 (U.S.#43) from MP 296.001 in Russellville to MP 300.527 at the Franklin county line. Length - 4.525 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 18031 ROGERS GROUP, INC. $ 1,829,460.45 100.0000% 2 01087 APAC-SOUTHEAST, INC. $ 1,970,873.20 107.7298% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 056 -2 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040528056 COUNTIES : FRANKLIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 9.000 EACH| 65.00000 585.00| 145.51000 1309.59| Mailbox Reset, Single | | | 0020 305B060 7415.000 TON | 12.50000 92687.50| 14.80000 109742.00| Crushed Aggregate, Section 825, Type B, | | | for Miscellaneous Use | | | 0030 405A000 7930.000 GAL | 1.25000 9912.50| 1.05000 8326.50| Tack Coat | | | 0040 408A053 127445.000 SQYD| 0.70000 89211.50| 0.86000 109602.70| Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 424A356 8787.000 TON | 38.50000 338299.50| 37.17000 326612.79| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424A359 1741.000 TON | 42.00000 73122.00| 40.81000 71050.21| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0070 424A364 500.000 TON | 40.00000 20000.00| 58.71000 29355.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 25452.000 TON | 29.50000 750834.00| 31.65000 805555.80| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B693 11151.000 TON | 27.65000 308325.15| 33.82000 377126.82| Superpave Bituminous Concrete Lower | | | Binder Layer, Widening ,1 1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 428C000 95584.000 LF | 0.10000 9558.40| 0.09000 8602.56| Scoring Bituminous Pavement Surface By | | | Cutting | | | 0110 600A000 LUMP| 12000.00000 12000.00| 4221.75000 4221.75| Mobilization | | | 0120 665J000 100.000 LF | 9.00000 900.00| 4.11000 411.00| Silt Fence, Type A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 056 -3 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040528056 COUNTIES : FRANKLIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0130 665Q000 100.000 LF | 12.50000 1250.00| 6.16000 616.00| 12 Inch Wattle | | | 0140 680A000 LUMP| 1500.00000 1500.00| 3345.29000 3345.29| Engineering Controls | | | 0150 701A028 9.000 MILE| 1575.00000 14175.00| 1606.50000 14458.50| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0160 701A041 9.000 MILE| 990.00000 8910.00| 1009.80000 9088.20| Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0170 701A048 13.000 MILE| 1775.00000 23075.00| 1810.50000 23536.50| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 701B009 9886.000 LF | 0.90000 8897.40| 0.92000 9095.12| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 18.000 MILE| 520.00000 9360.00| 530.40000 9547.20| Broken Temporary Traffic Stripe | | | 0200 701C001 40.000 MILE| 590.00000 23600.00| 601.80000 24072.00| Solid Temporary Traffic Stripe | | | 0210 701G121 400.000 LF | 2.25000 900.00| 2.30000 920.00| Broken White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0220 701G125 400.000 LF | 5.00000 2000.00| 5.10000 2040.00| Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701G133 400.000 LF | 5.00000 2000.00| 5.10000 2040.00| Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0240 703A002 1574.000 SQFT| 2.50000 3935.00| 2.55000 4013.70| Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 68.000 SQFT| 2.50000 170.00| 2.55000 173.40| Traffic Control Legends, Class 2, Type | | | 0260 703D001 1296.000 SQFT| 1.50000 1944.00| 1.53000 1982.88| Temporary Traffic Control Markings | | | 0270 705A030 26.000 EACH| 5.25000 136.50| 5.36000 139.36| Pavement Markers, Class A-H, Type 2-C | | | 0280 705A031 718.000 EACH| 5.25000 3769.50| 5.36000 3848.48| Pavement Markers, Class A-H, Type 1-A | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 056 -4 TABULATION OF BIDS CALL ORDER : 056 CONTRACT ID : 20040528056 COUNTIES : FRANKLIN LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 18031 |( 2 ) 01087 |( ) |ROGERS GROUP, INC. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0290 705A032 50.000 EACH| 5.25000 262.50| 5.36000 268.00| Pavement Markers, Class A-H, Type 1-B | | | 0300 740B000 796.000 SQFT| 15.00000 11940.00| 7.50000 5970.00| Construction Signs | | | 0310 740D000 75.000 EACH| 65.00000 4875.00| 37.17000 2787.75| Channelizing Drums | | | 0320 740E000 50.000 EACH| 4.00000 200.00| 6.19000 309.50| Cones (36 Inches High) | | | 0330 740M001 50.000 EACH| 2.50000 125.00| 4.18000 209.00| Ballast For Cone | | | 0340 741C010 1.000 EACH| 1000.00000 1000.00| 495.60000 495.60| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,829,460.45| $ 1,970,873.20| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,829,460.45| $ 1,970,873.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 057 -1 VENDOR RANKING CALL ORDER : 057 CONTRACT ID : 20040528057 COUNTIES : GREENE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-032-014-002 for constructing the Planing, Resurfacing & Traffic Stripe on S.R.#14 from MP 46.900 in Eutaw to MP 51.518 at the Hale county line. Length - 4.618 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 02033 S. T. BUNN CONSTRUCTION COMPANY, INC. $ 673,132.10 100.0000% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 057 -2 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040528057 COUNTIES : GREENE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 305B060 801.000 TON | 19.25000 15419.25| | Crushed Aggregate, Section 825, 1" DOWN | | | 0020 405A000 2855.000 GAL | 1.25000 3568.75| | Tack Coat | | | 0030 408A052 55472.000 SQYD| 0.90000 49924.80| | Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0040 408A053 505.000 SQYD| 0.90000 454.50| | Planing Existing Pavement | | | (Approximately 2.10" Thru 3.0" Thick) | | | 0050 410C000 1.000 EACH| 4000.00000 4000.00| | Contractor Retained Profilograph | | | 0060 424A361 4710.000 TON | 47.35000 223018.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0070 424A367 50.000 TON | 47.35000 2367.50| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424A370 200.000 TON | 68.00000 13600.00| | Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 424B655 1180.000 TON | 68.75000 81125.00| | Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B659 2294.000 TON | 51.70000 118599.80| | Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 37100.00000 37100.00| | Mobilization | | | 0120 665J000 5000.000 LF | 4.50000 22500.00| | Silt Fence, Type A | | | 0130 701A028 7.000 MILE| 1575.00000 11025.00| | Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 057 -3 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040528057 COUNTIES : GREENE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701A046 3.000 MILE| 990.00000 2970.00| | Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0150 701A048 3.000 MILE| 1775.00000 5325.00| | Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0160 701A065 2.000 MILE| 16833.00000 33666.00| | Solid White, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0170 701A073 1.000 MILE| 16833.00000 16833.00| | Solid Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0180 701B009 69.000 LF | 5.00000 345.00| | Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0190 701C000 3.000 MILE| 500.00000 1500.00| | Broken Temporary Traffic Stripe | | | 0200 701C001 3.000 MILE| 600.00000 1800.00| | Solid Temporary Traffic Stripe | | | 0210 701D008 3.000 MILE| 1750.00000 5250.00| | Solid Traffic Stripe Removed (Plastic) | | | 0220 701G129 3660.000 LF | 1.25000 4575.00| | Broken Yellow, Class 3W, Type A Traffic | | | Stripe (6" Wide) | | | 0230 701H006 3660.000 LF | 0.50000 1830.00| | Broken Traffic Stripe Removed (Plastic) | | | 0240 703A002 952.000 SQFT| 2.50000 2380.00| | Traffic Control Markings, Class 2, Type | | | A | | | 0250 703B002 295.000 SQFT| 3.50000 1032.50| | Traffic Control Legends, Class 2, Type | | | 0260 703D001 709.000 SQFT| 1.50000 1063.50| | Temporary Traffic Control Markings | | | 0270 705A032 166.000 EACH| 5.25000 871.50| | Pavement Markers, Class A-H, Type 1-B | | | 0280 705A037 438.000 EACH| 5.25000 2299.50| | Pavement Markers, Class A-H, Type 2-D | | | 0290 705A038 48.000 EACH| 5.25000 252.00| | Pavement Markers, Class A-H, Type 2-E | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 057 -4 TABULATION OF BIDS CALL ORDER : 057 CONTRACT ID : 20040528057 COUNTIES : GREENE LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 02033 |( 2 ) 01087 |( ) |S. T. BUNN CONSTRUCTION CO. |APAC-SOUTHEAST, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0300 740B000 576.000 SQFT| 11.00000 6336.00| | Construction Signs | | | 0310 740D000 100.000 EACH| 1.00000 100.00| | Channelizing Drums | | | 0320 740O000 1.000 EACH| 2000.00000 2000.00| | Pilot Car | | | SECTION TOTALS | $ 673,132.10| $ 0.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 673,132.10| $ 1,970,873.20| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 058 -1 VENDOR RANKING CALL ORDER : 058 CONTRACT ID : 20040528058 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 CONTRACT TIME : 65 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-035-052-001 for constructing the Planing, Resurfacing, and Traffic Stripe on S.R.#52 from U.S.#84 to the Webb east city limits. Length - 7.241 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 1,894,850.66 100.0000% 2 23024 WIREGRASS CONSTRUCTION COMPANY, INC. $ 2,067,540.70 109.1136% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 058 -2 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20040528058 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 12.000 EACH| 84.07000 1008.84| 95.00000 1140.00| Mailbox Reset, Single | | | 0020 209A001 2.000 EACH| 119.77000 239.54| 125.00000 250.00| Mailbox Reset, Double | | | 0030 210D011 4190.000 CUYD| 7.38000 30922.20| 8.50000 35615.00| Borrow Excavation (A-4 or Better) | | | 0040 212A000 708.000 STA | 29.78000 21084.24| 35.00000 24780.00| Machine Grading Shoulders | | | 0050 405A000 6453.000 GAL | 3.63000 23424.39| 2.25000 14519.25| Tack Coat | | | 0060 408A052 118500.000 SQYD| 0.59000 69915.00| 0.85000 100725.00| Planing Existing Pavement | | | (Approximately 1.10" Thru 2.0" Thick) | | | 0070 410C000 1.000 EACH| 690.83000 690.83| 2500.00000 2500.00| Contractor Retained Profilograph | | | 0080 424A361 10400.000 TON | 43.82000 455728.00| 48.75000 507000.00| Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0090 424A366 11007.000 TON | 45.55000 501368.85| 46.75000 514577.25| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0100 424B651 13267.000 TON | 42.44000 563051.48| 45.00000 597015.00| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0110 600A000 LUMP| 69775.00000 69775.00| 95000.00000 95000.00| Mobilization | | | 0120 651B000 34.000 TON | 25.00000 850.00| 20.00000 680.00| Agricultural Limestone | | | 0130 652A061 17.000 ACRE| 425.00000 7225.00| 400.00000 6800.00| Seeding (Mix 3E) | | | 0140 656A000 17.000 ACRE| 425.00000 7225.00| 400.00000 6800.00| Mulching, Class A, Type 1 | | | 0150 665F000 100.000 EACH| 4.75000 475.00| 5.00000 500.00| Hay Bales | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 058 -3 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20040528058 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 665J000 1500.000 LF | 4.00000 6000.00| 3.75000 5625.00| Silt Fence, Type A | | | 0170 680A000 LUMP| 11210.80000 11210.80| 25000.00000 25000.00| Engineering Controls | | | 0180 701A028 16.000 MILE| 1525.00000 24400.00| 1525.00000 24400.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0190 701A046 5.000 MILE| 980.00000 4900.00| 980.00000 4900.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0200 701A048 7.000 MILE| 1725.00000 12075.00| 1725.00000 12075.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0210 701B009 2448.000 LF | 0.85000 2080.80| 0.85000 2080.80| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0220 701C000 15.000 MILE| 390.00000 5850.00| 390.00000 5850.00| Broken Temporary Traffic Stripe | | | 0230 701C001 47.000 MILE| 480.00000 22560.00| 480.00000 22560.00| Solid Temporary Traffic Stripe | | | 0240 701D007 1.000 MILE| 1500.00000 1500.00| 1500.00000 1500.00| Solid Traffic Stripe Removed (Paint) | | | 0250 701D008 1.000 MILE| 1600.00000 1600.00| 1600.00000 1600.00| Solid Traffic Stripe Removed (Plastic) | | | 0260 701D014 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Paint) | | | 0270 701D015 1.000 MILE| 1300.00000 1300.00| 1300.00000 1300.00| Broken Traffic Stripe Removed (Plastic) | | | 0280 703A002 6280.000 SQFT| 2.25000 14130.00| 2.25000 14130.00| Traffic Control Markings, Class 2, Type | | | A | | | 0290 703B002 294.000 SQFT| 3.25000 955.50| 3.25000 955.50| Traffic Control Legends, Class 2, Type | | | 0300 703D001 2217.000 SQFT| 1.30000 2882.10| 1.30000 2882.10| Temporary Traffic Control Markings | | | 0310 703E001 137.000 SQFT| 1.30000 178.10| 1.30000 178.10| Temporary Traffic Control Legends | | | 0320 705A030 241.000 EACH| 5.00000 1205.00| 5.00000 1205.00| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 058 -4 TABULATION OF BIDS CALL ORDER : 058 CONTRACT ID : 20040528058 COUNTIES : HOUSTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 07 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 23024 |( ) |APAC-SOUTHEAST, INC. |WIREGRASS CONSTRUCTION COMP | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0330 705A031 200.000 EACH| 5.00000 1000.00| 5.00000 1000.00| Pavement Markers, Class A-H, Type 1-A | | | 0340 705A032 1215.000 EACH| 5.00000 6075.00| 5.00000 6075.00| Pavement Markers, Class A-H, Type 1-B | | | 0350 705A037 819.000 EACH| 5.00000 4095.00| 5.00000 4095.00| Pavement Markers, Class A-H, Type 2-D | | | 0360 705A038 494.000 EACH| 5.00000 2470.00| 5.00000 2470.00| Pavement Markers, Class A-H, Type 2-E | | | 0370 740B000 1318.000 SQFT| 7.62000 10043.16| 7.65000 10082.70| Construction Signs | | | 0380 740E000 150.000 EACH| 8.29000 1243.50| 15.00000 2250.00| Cones (36 Inches High) | | | 0390 740M001 150.000 EACH| 4.15000 622.50| 7.50000 1125.00| Ballast For Cone | | | 0400 740O000 1.000 EACH| 1500.00000 1500.00| 2500.00000 2500.00| Pilot Car | | | 0410 741C010 1.000 EACH| 690.83000 690.83| 2500.00000 2500.00| Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 1,894,850.66| $ 2,067,540.70| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 1,894,850.66| $ 2,067,540.70| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 059 -1 VENDOR RANKING CALL ORDER : 059 CONTRACT ID : 20040528059 COUNTIES : LAUDERDALE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : ST-039-017-003 for constructing the Resurfacing and Traffic Stripe om S.R.#17 from MP 341.083 near Blackburn to MP 346.552 at the Tennessee state line. Length 5.468 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 01087 APAC-SOUTHEAST, INC. $ 683,616.67 100.0000% 2 18031 ROGERS GROUP, INC. $ 715,801.10 104.7080% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 059 -2 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040528059 COUNTIES : LAUDERDALE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 209A000 16.000 EACH| 159.32000 2549.12| 170.00000 2720.00| Mailbox Reset, Single | | | 0020 305B060 2459.000 TON | 18.00000 44262.00| 15.00000 36885.00| Crushed Aggregate, Section 825, Type B, | | | For Miscellaneous Use | | | 0030 405A000 636.000 GAL | 1.11000 705.96| 1.50000 954.00| Tack Coat | | | 0040 408A051 800.000 SQYD| 4.91000 3928.00| 10.00000 8000.00| Planing Existing Pavement | | | (Approximately 0.00" Thru 1.0" Thick) | | | 0050 424A356 3311.000 TON | 46.94000 155418.34| 48.00000 158928.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,3/8" Maximum Aggregate | | | Size Mix, Esal Range C/D | | | 0060 424A359 85.000 TON | 54.93000 4669.05| 65.00000 5525.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Widening ,3/8" Maximum | | | Aggregate Size Mix,Esal Range C/D | | | 0070 424B654 500.000 TON | 66.02000 33010.00| 58.00000 29000.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0080 424B658 9884.000 TON | 35.73000 353155.32| 35.00000 345940.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 2966.56000 2966.56| 34680.00000 34680.00| Mobilization | | | 0100 680A000 LUMP| 2350.68000 2350.68| 1000.00000 1000.00| Engineering Controls | | | 0110 701A028 11.000 MILE| 1653.75000 18191.25| 1575.00000 17325.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0120 701A046 4.000 MILE| 1039.50000 4158.00| 990.00000 3960.00| Broken Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0130 701A048 8.000 MILE| 1879.50000 15036.00| 1790.00000 14320.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 059 -3 TABULATION OF BIDS CALL ORDER : 059 CONTRACT ID : 20040528059 COUNTIES : LAUDERDALE LETTING DATE : 05/28/04 10:00 AM DIVISION : 02 ==================================================================================================================================== |( 1 ) 01087 |( 2 ) 18031 |( ) |APAC-SOUTHEAST, INC. |ROGERS GROUP, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0140 701B009 178.000 LF | 1.05000 186.90| 1.00000 178.00| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0150 701C000 7.000 MILE| 514.50000 3601.50| 490.00000 3430.00| Broken Temporary Traffic Stripe | | | 0160 701C001 38.000 MILE| 609.00000 23142.00| 580.00000 22040.00| Solid Temporary Traffic Stripe | | | 0170 703A002 833.000 SQFT| 2.63000 2190.79| 2.50000 2082.50| Traffic Control Markings, Class 2, Type | | | A | | | 0180 703B002 73.000 SQFT| 3.68000 268.64| 3.50000 255.50| Traffic Control Legends, Class 2, Type | | | 0190 703D001 312.000 SQFT| 1.37000 427.44| 1.30000 405.60| Temporary Traffic Control Markings | | | 0200 705A032 569.000 EACH| 5.78000 3288.82| 5.50000 3129.50| Pavement Markers, Class A-H, Type 1-B | | | 0210 705A037 332.000 EACH| 5.78000 1918.96| 5.50000 1826.00| Pavement Markers, Class A-H, Type 2-D | | | 0220 705A038 133.000 EACH| 5.78000 768.74| 5.50000 731.50| Pavement Markers, Class A-H, Type 2-E | | | 0230 740B000 786.000 SQFT| 7.72000 6067.92| 18.00000 14148.00| Construction Signs | | | 0240 740E000 50.000 EACH| 13.05000 652.50| 4.00000 200.00| Cones (36 Inches High) | | | 0250 740M001 50.000 EACH| 8.82000 441.00| 2.75000 137.50| Ballast For Cone | | | 0260 740O000 1.000 EACH| 261.18000 261.18| 8000.00000 8000.00| Pilot Car | | | SECTION TOTALS | $ 683,616.67| $ 715,801.10| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 683,616.67| $ 715,801.10| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 062 -1 VENDOR RANKING CALL ORDER : 062 CONTRACT ID : 20040528062 COUNTIES : CHILTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 CONTRACT TIME : 45 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-405-114-665-411 for the Maintenance Roadside Mowing on I-65 from the Autauga County line to C.R.#48 north of Clanton. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 16033 PARKER GRASSING, INC. $ 55,062.00 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 56,048.00 101.7907% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 062 -2 TABULATION OF BIDS CALL ORDER : 062 CONTRACT ID : 20040528062 COUNTIES : CHILTON LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 16033 |( 2 ) 02040 |( ) |PARKER GRASSING, INC. |BENTLEY TURF AND LANDSCAPE, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 18354.00000 55062.00| 18000.00000 54000.00| Maintenance Roadside Mowing | | | (Approximately 437 Acres) | | | 0020 740B000 128.000 SQFT| 0.00000 0.00| 16.00000 2048.00| Construction Signs | | | SECTION TOTALS | $ 55,062.00| $ 56,048.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 55,062.00| $ 56,048.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 063 -1 VENDOR RANKING CALL ORDER : 063 CONTRACT ID : 20040528063 COUNTIES : GREENE TUSCALOOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 CONTRACT TIME : 60 Working Days (available days) CONTRACT DESCRIPTION : PROJECT(S) : 99-405-690-659-411 for the Maintenance Roadside Mowing on I-59 from U.S.#11 in Knoxville to Kauloosa Avenue Bridge near exit 71 in Tuscaloosa. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03062 COOK CONTRACTORS, INC. $ 53,181.55 100.0000% 2 02040 BENTLEY TURF AND LANDSCAPE, INC. $ 152,560.00 286.8664% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 063 -2 TABULATION OF BIDS CALL ORDER : 063 CONTRACT ID : 20040528063 COUNTIES : GREENE TUSCALOOSA LETTING DATE : 05/28/04 10:00 AM DIVISION : 05 ==================================================================================================================================== |( 1 ) 03062 |( 2 ) 02040 |( ) |COOK CONTRACTORS, INC. |BENTLEY TURF AND LANDSCAPE, | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 655A009 3.000 CYCL| 17257.85000 51773.55| 50000.00000 150000.00| Maintenance Roadside Mowing | | | (Approximately 547 Acres) | | | 0020 740B000 128.000 SQFT| 11.00000 1408.00| 20.00000 2560.00| Construction Signs | | | SECTION TOTALS | $ 53,181.55| $ 152,560.00| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 53,181.55| $ 152,560.00| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 064 -1 VENDOR RANKING CALL ORDER : 064 CONTRACT ID : 20040528064 COUNTIES : CLARKE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 CONTRACT TIME : 60 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-134-013-418 for constructing the Acceleration Lane Extension on S.R.#13 (U.S.#43) at S.R.#177 in Jackson. Length 0.074 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 49,079.00 100.0000% 2 13008 MOBILE ASPHALT COMPANY, LLC $ 55,490.00 113.0626% 3 20023 TEN-T CORPORATION $ 66,720.20 135.9445% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 064 -2 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20040528064 COUNTIES : CLARKE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( 3 ) 20023 |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206D002 280.000 LF | 12.00000 3360.00| 4.00000 1120.00| 17.50000 4900.00 Removing Curb | | | 0020 206E001 1.000 EACH| 1550.00000 1550.00| 1500.00000 1500.00| 2500.00000 2500.00 Removing Inlets | | | 0030 401A000 140.000 SQYD| 1.85000 259.00| 20.00000 2800.00| 4.00000 560.00 Bituminous Treatment A | | | 0040 405A000 45.000 GAL | 2.10000 94.50| 5.00000 225.00| 4.00000 180.00 Tack Coat | | | 0050 424A361 15.000 TON | 98.00000 1470.00| 200.00000 3000.00| 80.00000 1200.00 Superpave Bituminous Concrete Wearing | | | Surface Layer, 3/4" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0060 424A367 20.000 TON | 85.00000 1700.00| 200.00000 4000.00| 90.00000 1800.00 Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,3/4" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0070 424B651 23.000 TON | 55.00000 1265.00| 200.00000 4600.00| 90.00000 2070.00 Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0080 424B685 28.000 TON | 85.00000 2380.00| 200.00000 5600.00| 90.00000 2520.00 Superpave Bituminous Concrete Lower | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0090 600A000 LUMP| 6000.00000 6000.00| 6500.00000 6500.00| 20000.00000 20000.00 Mobilization | | | 0100 621A057 1.000 EACH| 2800.00000 2800.00| 6000.00000 6000.00| 2550.00000 2550.00 Junction Boxes, Type Partial | | | 0110 623B000 240.000 LF | 44.00000 10560.00| 20.00000 4800.00| 15.50000 3720.00 Concrete Curb, Type N | | | 0120 665F000 55.000 EACH| 8.50000 467.50| 10.00000 550.00| 5.00000 275.00 Hay Bales | | | 0130 665G000 15.000 EACH| 4.50000 67.50| 10.00000 150.00| 5.00000 75.00 Sand Bags | | | 0140 665Q000 26.000 LF | 6.50000 169.00| 25.00000 650.00| 50.00000 1300.00 12 Inch Wattle | | | 0150 680A000 LUMP| 6000.00000 6000.00| 5500.00000 5500.00| 2500.00000 2500.00 Engineering Controls | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 064 -3 TABULATION OF BIDS CALL ORDER : 064 CONTRACT ID : 20040528064 COUNTIES : CLARKE LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 13008 |( 3 ) 20023 |GULF EQUIPMENT CORPORATION |MOBILE ASPHALT COMPANY, LLC |TEN-T CORPORATION LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 701B009 220.000 LF | 1.10000 242.00| 1.25000 275.00| 15.71000 3456.20 Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0170 701G041 200.000 LF | 1.10000 220.00| 1.25000 250.00| 15.72000 3144.00 Broken White, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0180 705A031 4.000 EACH| 11.00000 44.00| 12.50000 50.00| 20.00000 80.00 Pavement Markers, Class A-H, Type 1-A | | | 0190 740B000 308.000 SQFT| 11.00000 3388.00| 15.00000 4620.00| 17.50000 5390.00 Construction Signs | | | 0200 740D000 100.000 EACH| 55.00000 5500.00| 15.00000 1500.00| 45.00000 4500.00 Channelizing Drums | | | 0210 740Q000 50.000 LF | 0.85000 42.50| 10.00000 500.00| 20.00000 1000.00 Construction Safety Fence | | | 0220 741C010 1.000 EACH| 1500.00000 1500.00| 1300.00000 1300.00| 3000.00000 3000.00 Portable Sequential Arrow And Chevron | | | Sign Unit | | | SECTION TOTALS | $ 49,079.00| $ 55,490.00| $ 66,720.20 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 49,079.00| $ 55,490.00| $ 66,720.20 ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 065 -1 VENDOR RANKING CALL ORDER : 065 CONTRACT ID : 20040528065 COUNTIES : MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 CONTRACT TIME : 120 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-408-462-013-417 for constructing the Left Turn Lane Extension on S.R.#13 (U.S.#43) just south of S.R.#8 (U.S.#80) in Demopolis. Length 0.214 mi. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 07050 GULF EQUIPMENT CORPORATION $ 318,303.55 100.0000% 2 18024 RACON, INC. $ 363,672.50 114.2534% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 065 -2 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20040528065 COUNTIES : MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 18024 |( ) |GULF EQUIPMENT CORPORATION |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 206C010 140.000 SQYD| 22.00000 3080.00| 17.50000 2450.00| Removing Concrete Driveway | | | 0020 206D000 25.000 LF | 11.00000 275.00| 25.00000 625.00| Removing Pipe | | | 0030 206D002 41.000 LF | 10.00000 410.00| 15.00000 615.00| Removing Curb | | | 0040 206D003 183.000 LF | 10.00000 1830.00| 10.00000 1830.00| Removing Curb And Gutter | | | 0050 210A000 992.000 CUYD| 9.75000 9672.00| 5.00000 4960.00| Unclassified Excavation | | | 0060 210D011 2586.000 CUYD| 8.75000 22627.50| 6.00000 15516.00| Borrow Excavation (A-4 or Better) | | | 0070 214A000 56.000 CUYD| 43.00000 2408.00| 15.00000 840.00| Structure Excavation | | | 0080 214B001 30.000 CUYD| 56.00000 1680.00| 50.00000 1500.00| Foundation Backfill, Commercial | | | 0090 401A047 1250.000 SQYD| 0.85000 1062.50| 0.73000 912.50| Bituminous Treatment A, MC-70 | | | 0100 405A000 525.000 GAL | 1.76000 924.00| 2.24000 1176.00| Tack Coat | | | 0110 424A360 307.000 TON | 42.00000 12894.00| 76.16000 23381.12| Superpave Bituminous Concrete Wearing | | | Surface Layer, 1/2" Maximum Aggregate | | | Size Mix, ESAL Range C/D | | | 0120 424A366 100.000 TON | 41.00000 4100.00| 76.16000 7616.00| Superpave Bituminous Concrete Wearing | | | Surface Layer,Leveling ,1/2" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0130 424B651 215.000 TON | 40.00000 8600.00| 81.76000 17578.40| Superpave Bituminous Concrete Upper | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0140 424B655 100.000 TON | 55.00000 5500.00| 95.20000 9520.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Patching ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | 0150 424B659 550.000 TON | 40.00000 22000.00| 81.76000 44968.00| Superpave Bituminous Concrete Upper | | | Binder Layer, Leveling ,1" Maximum | | | Aggregate Size Mix, ESAL Range C/D | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 065 -3 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20040528065 COUNTIES : MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 18024 |( ) |GULF EQUIPMENT CORPORATION |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0160 424B681 390.000 TON | 40.00000 15600.00| 81.76000 31886.40| Superpave Bituminous Concrete Lower | | | Binder Layer, 1" Maximum Aggregate Size | | | Mix, ESAL Range C/D | | | 0170 428B000 1950.000 LF | 0.15000 292.50| 0.56000 1092.00| Scoring Bituminous Pavement Surface By | | | Rolling | | | 0180 502A000 8760.000 LB | 2.12000 18571.20| 1.50000 13140.00| Steel Reinforcement | | | 0190 524B011 54.000 CUYD| 1120.00000 60480.00| 750.00000 40500.00| Culvert Concrete Extension (Cast In | | | Place) | | | 0200 535A031 25.000 LF | 32.50000 812.50| 50.00000 1250.00| 18" Side Drain Pipe (P.C.) | | | 0210 535A400 16.000 LF | 58.50000 936.00| 65.00000 1040.00| 30" Side Drain Pipe (Class 2 R.C.) | | | (Extension) | | | 0220 600A000 LUMP| 60000.00000 60000.00| 46125.00000 46125.00| Mobilization | | | 0230 610C001 38.000 TON | 65.00000 2470.00| 45.00000 1710.00| Loose Riprap, Class 2 | | | 0240 610D003 30.000 SQYD| 1.12000 33.60| 12.00000 360.00| Filter Blanket, Geotextile | | | 0250 619A101 4.000 EACH| 455.00000 1820.00| 750.00000 3000.00| 18" Side Drain Pipe End Treatment, | | | Class 1 | | | 0260 619A103 2.000 EACH| 755.00000 1510.00| 1000.00000 2000.00| 30" Side Drain Pipe End Treatment, | | | Class 1 | | | 0270 620A000 1.000 CUYD| 1250.00000 1250.00| 3000.00000 3000.00| Minor Structure Concrete | | | 0280 623C000 123.000 LF | 18.00000 2214.00| 20.00000 2460.00| Combination Curb & Gutter, Type C | | | 0290 650A000 200.000 CUYD| 12.50000 2500.00| 14.00000 2800.00| Topsoil | | | 0300 650B000 883.000 CUYD| 9.50000 8388.50| 12.00000 10596.00| Topsoil From Stockpiles | | | 0310 652A054 2.000 ACRE| 750.00000 1500.00| 2000.00000 4000.00| Seeding (Mix 2A) | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 065 -4 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20040528065 COUNTIES : MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 18024 |( ) |GULF EQUIPMENT CORPORATION |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0320 652B053 2.000 ACRE| 700.00000 1400.00| 1500.00000 3000.00| Temporary Seeding (Mix 2AT) | | | 0330 652D054 2.000 ACRE| 875.00000 1750.00| 1000.00000 2000.00| Seeding In Stubble (Mix 2A) | | | 0340 656A000 4.000 ACRE| 700.00000 2800.00| 1000.00000 4000.00| Mulching, Class A, Type 1 | | | 0350 665F000 100.000 EACH| 8.50000 850.00| 7.00000 700.00| Hay Bales | | | 0360 665G000 50.000 EACH| 2.00000 100.00| 6.00000 300.00| Sand Bags | | | 0370 665I000 30.000 TON | 135.00000 4050.00| 50.00000 1500.00| Temporary Riprap, Class 2 | | | 0380 665J000 2500.000 LF | 3.55000 8875.00| 5.00000 12500.00| Silt Fence, Type A | | | 0390 666A001 2.000 ACRE| 600.00000 1200.00| 50.00000 100.00| Pest Control Treatment | | | 0400 680A000 LUMP| 3500.00000 3500.00| 22460.00000 22460.00| Engineering Controls | | | 0410 701A028 1.000 MILE| 2222.22000 2222.22| 2220.00000 2220.00| Solid White, Class 2, Type A Traffic | | | Stripe (0.06" Thick) (6" Wide) | | | 0420 701A048 1.000 MILE| 2777.78000 2777.78| 2775.00000 2775.00| Solid Yellow, Class 2, Type A Traffic | | | Stripe (0.09" Thick) (6" Wide) | | | 0430 701B009 350.000 LF | 1.67000 584.50| 1.67000 584.50| Dotted Class 2, Type A Traffic Stripe | | | (0.09" Thick)(6" Wide) | | | 0440 701C003 2.000 MILE| 833.33000 1666.66| 832.50000 1665.00| Solid Temporary Traffic Stripe (Paint) | | | 0450 703A002 132.000 SQFT| 5.55000 732.60| 5.55000 732.60| Traffic Control Markings, Class 2, Type | | | A | | | 0460 703B002 115.000 SQFT| 5.55000 638.25| 5.55000 638.25| Traffic Control Legends, Class 2, Type | | | 0470 703D002 264.000 SQFT| 1.67000 440.88| 1.67000 440.88| Temporary Traffic Control Markings | | | (Paint) | | | 0480 705A030 42.000 EACH| 8.88000 372.96| 8.88000 372.96| Pavement Markers, Class A-H, Type 2-C | | | ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 065 -5 TABULATION OF BIDS CALL ORDER : 065 CONTRACT ID : 20040528065 COUNTIES : MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 07050 |( 2 ) 18024 |( ) |GULF EQUIPMENT CORPORATION |RACON, INC. | LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- 0490 705A037 30.000 EACH| 8.88000 266.40| 8.88000 266.40| Pavement Markers, Class A-H, Type 2-D | | | 0500 740B000 396.000 SQFT| 10.00000 3960.00| 8.19000 3243.24| Construction Signs | | | 0510 740D000 75.000 EACH| 55.00000 4125.00| 64.35000 4826.25| Channelizing Drums | | | 0520 740E000 50.000 EACH| 9.00000 450.00| 10.00000 500.00| Cones (36 Inches High) | | | 0530 740M001 50.000 EACH| 2.00000 100.00| 8.00000 400.00| Ballast For Cone | | | SECTION TOTALS | $ 318,303.55| $ 363,672.50| $ 0.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 318,303.55| $ 363,672.50| $ ==================================================================================================================================== ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 066 -1 VENDOR RANKING CALL ORDER : 066 CONTRACT ID : 20040528066 COUNTIES : WASHINGTON MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 CONTRACT TIME : 90 Calendar Days CONTRACT DESCRIPTION : RURAL PROJECT(S) : 99-508-690-000-421 for constructing the Pile Encasements for Bridges at sites on S.R.#13 (U.S.#43) and S.R.#57 (U.S.#45) as indicated on the plans. -------------------------------------------------------------------------------------------------------------------------- TOTAL % OVER RANK VENDOR NO./NAME BID LOW BID -------------------------------------------------------------------------------------------------------------------------- 1 03047 CARTER'S CONTRACTING SERVICES, INC. $ 222,535.00 100.0000% 2 23070 WINSTON CONTRACTING, L.L.C. $ 239,560.00 107.6505% 3 03095 COMMERCIAL DIVING SERVICES, INC. $ 286,536.00 128.7600% ALABAMA DEPARTMENT OF TRANSPORTATION DATE : 06/01/04 PAGE : 066 -2 TABULATION OF BIDS CALL ORDER : 066 CONTRACT ID : 20040528066 COUNTIES : WASHINGTON MARENGO LETTING DATE : 05/28/04 10:00 AM DIVISION : 08 ==================================================================================================================================== |( 1 ) 03047 |( 2 ) 23070 |( 3 ) 03095 |CARTER'S CONTRACTING SERVIC |WINSTON CONTRACTING, L.L.C. |COMMERCIAL DIVING SERVICES, INC LINE NO / ITEM CODE / ALT | | | ITEM DESCRIPTION QUANTITY | UNIT PRICE AMOUNT| UNIT PRICE AMOUNT| UNIT PRICE AMOUNT ------------------------------------------+----------------------------+----------------------------+------------------------------- SECTION 0001 Total | | | 0010 504G000 82.000 LF | 310.00000 25420.00| 600.00000 49200.00| 550.00000 45100.00 Steel Piling Encasement, Wet Condition | | | 0020 504G001 16.000 LF | 310.00000 4960.00| 550.00000 8800.00| 455.00000 7280.00 Steel Piling Encasement, Dry Condition | | | 0030 600A000 LUMP| 32000.00000 32000.00| 15000.00000 15000.00| 19000.00000 19000.00 Mobilization | | | 0040 610C001 3600.000 TON | 34.00000 122400.00| 33.00000 118800.00| 46.60000 167760.00 Loose Riprap, Class 2 | | | 0050 610D003 1900.000 SQYD| 3.00000 5700.00| 2.00000 3800.00| 2.00000 3800.00 Filter Blanket, Geotextile | | | 0060 665I000 600.000 TON | 32.00000 19200.00| 33.00000 19800.00| 46.85000 28110.00 Temporary Riprap, Class 2 | | | 0070 665J000 470.000 LF | 4.50000 2115.00| 4.00000 1880.00| 3.00000 1410.00 Silt Fence, Type A | | | 0080 665L000 500.000 LF | 11.00000 5500.00| 30.00000 15000.00| 20.00000 10000.00 Floating Basin Boom | | | 0090 740B000 184.000 SQFT| 5.00000 920.00| 20.00000 3680.00| 14.00000 2576.00 Construction Signs | | | 0100 740D000 60.000 EACH| 72.00000 4320.00| 60.00000 3600.00| 25.00000 1500.00 Channelizing Drums | | | SECTION TOTALS | $ 222,535.00| $ 239,560.00| $ 286,536.00 ------------------------------------------+----------------------------+----------------------------+------------------------------- CONTRACT TOTALS | $ 222,535.00| $ 239,560.00| $ 286,536.00 ====================================================================================================================================